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ENG PROJECT ASBUILT (2)LEGAL DESCRIPTION PNRR A AII—I EcaeeEo IN vauie T I PUTS PAGE zo cis xccaeos � sNoxoNlsx =nuxrv. nIE NO. saoaraarus xccaeos 1sNoxallsx —TI, "T DIED uxoEx alwlraxs sTua TE IN TxE couvry of sNavavlsx ITa TE a` wasxlNcrav PMYd @ II I T II II II 4 AND 5 TxIREOE RECIreoEn IN wlu.lE 7 or PIA,s, "IT 2O reEcwos of ENalallsx ca,NT. Ar OEEO uxoEre Aua,Ores InE N. eaoalz—A aE — I INOxarlsx —TI, 5l xEAII 21 TE IN NEcouV ry l� 1T L IATV/ASxlNciaViO ME NORM loa TEET BASIS OF BEARINGS E NONn ITTI OINTEreIINE sE II II II II II IIII "" sr aW PEI ILAI or E,s _ "TTIANoa. HORIZONTAL DATUM II III, aOOm E� I"EOnaa 3r. ,oNaaxlP zT NSIGA a:TN RaN� a Eaac wN VERTICAL DATUM 'ae EDMONDS NAw Al — iO sNoxONlsx —TI cavma P—T 15 BENCH MARK E cENrznuNE of zsc,x IT sw AT wE SCHOOL DIsrRlcr 1s �, Elcva mxv. aazza_ o A r w AT No 'I IN I-rr o• areas TIIK IT"uPm 'wv rssrs' rN a'xs• IN — IOIA— AT mE uu,Easccnav of ,w ElcvaTmN. azsso� II I I II r//a' moss asx IN <x,- cavcRETE NavuNENr oovm w '. =ENrEreIrNE reb,i a<.TI FOR 2.o>n =T N Env",rON. us.aO A'T.TTE II II II IIII IIII IIII al�,'II SE1/41 SEC 31, TWP 27N1 RGE 4E1 W.M. BRACKET'S RESERVE CIVIL ENGINEERING PLANS HANSU'HYY SOUND VIEW TRACTS LOTS IWp20 TRACT 999 9 / / VILLAGER REC. NO. 8112283M 5 1 \ I I E ---- ,I I S E I d m 4 II I J Ir I 1D I ----------� I II 8 II I I r---------� II III ---------I I 2 I 11 I I I I TRAC I ---'----j -/M / ' EDMUNDS HIGHLANDS REC. NO.2004041253" 0 3 2 -+ w la2la 'IN' En O o_ 24OTNsrsW �I x IN � H SaO o r ' IRAs as u I u aRAE� asN EONNn x N � o w cn"""`N u T owN n3 IN I'asE nl/osi O2Oi n=wN as N cag ��IiOaiaz'"�G a,oN3j `n�iO6iOSOi urturY NOTE N ALL NEW U7AIDES ARE REWRED TO BE INSTALLED UNDS?WWND. QI Q DEMOLITION NOTE SHEET INDEX SEPARATE DEMOURON PDZWM ARE REQUIRED FOR IHE DE WTON STRUCTMES ROAD & STORM DRAINAGE PLANS (CITY OF EDMONDS) RIGHT-OF-WAY CONSTRUCTION NOTE I CV-01 GONER SHEET 2 GN-01 GENERAL NOTES & LEGEND A .SEPARATE MW-OF-WAY CONSTRUCAON FERWT I5 REQW.0 FOR ALL 3 EC-01 EXISTING CONDITIONS MAP WORK W7N/N THE CITY PI6HT-OF-RAY 4 TP-01 DEMOLITION, CLEARING, GRADING &TESC PLAN A ROW PERMIT AFPIJCA77ON WIN CONTRACTORS 1WARJRE SHALL SE 5 TD-01 GRADING & TESC NOTES & DETAILS FROMM M THE CITY PRIOR M ISSUANCE OF CIA CON57RUC77W PLANS 6 AL-01 ALIGNMENT & FIRE LANE SIGNING PLAN 7 RS-01 ROAD & STORM DRAINAGE PLAN FIRE PROTECTION NOTES 8 RP-01 ROAD & STORM DRAINAGE PROFILES &SECTION 1. ALL HIX15E5 WiHN PUT OVER ;000 RBJ. 1E REWIRED ro 9 FI-01 FRONTAGE IMPROVEMENT PLAN HAVE I.TD rIFE SPRINKLER SYSTEMS 10 VT-01 DETENTION VAULT PLAN 2 MO PARKING - RAE LANE- SINS SHALL BE BE INSTALLED AROUND 77 RD-01 STORM DRAINAGE DETAILS CUL-DE-SAC AT 50' O.0 12 TC-01 TRAFFIC CONTROL/HAUL ROUTE PLAN 13 DT-01 STANDARD DETAILS PROJECT CLASSIFICATION 14 DT-02 STANDARD DETAILS PRLIECT CUSSIF/CARON: CAXGg YS 15 DT-03 STANDARD DETAILS EDMONOS WA7ERSNED BASIN: EMCWS WAY TREE RETENTION PLAN SNRNWATER EWS: DEMOTON VAULT POST CONSIRUCRON SOL AMENDMENT (13 IS) 1 TR-01 TREE RETENTION PLAN CONSTRUCT/ON NOTE APPLICANT SHALL RER/RELACE PAALL DAMAGE TO OXIDES OR FRONTAGE 116ROkEtem INOTY MOiT-OF-WAY PER O7Y STANDARDS INAT IS CAUSED OR OCCURS DURING 7W Mwrw PROZOT. This document was created by an application that isn't licensed to use novaPDF. ' Purchase a license to generate PDF files without this notice. WATER & SANITARY SEWER PLANS (OVWSD) 1 SW-01 COVER SHEET 2 SW-02 SANITARY SEWER PLAN 3 SW-03 WATER PLAN 4 SW-04 SANITARY SEWER & WATER PROFILES 5 SW-05 STANDARD DETAILS 6 SW-06 STANDARD DETAILS STORM WATER DETENTION VAULT PLANS 81 STRUCTURAL NOTES - TYP DETAILS 82 LID & FOUNDATION PLANS S3 WALL SECTIONS & DETAILS 54 DETAILS LANDSCAPE PLANS L-1 LANDSCAPE PLAN -NORTH L-2 LANDSCAPE PLAN -SOUTH L-3 LANDSCAPE NOTES & DETAILS RETAINING WALL PLANS W1 LOCK& LOAD WALL DESIGNS & NOTES W2 MODULAR BLOCK WALL DESIGN & NOTES W3 ROCKERY DESIGNS & NOTES 101 VICINITY MAP OWNER LANDSCAPE [aoae.vorsoaaaaJ (12"2a-a2.sa APPLICANT coOCI'"s_ IAInEER=cre Ere IT IT, %z, so L, EZTT xwe srurz mo GEOTECNNICAL �11 e -AI LLC III CIVIL ENGINEER scoN c65 aaviacli Hr'EN„00TKA Ormlc«i. PE Islos 11 a rao ARSONIST WA ( ) a a Rx— u — SURVEYOR r�os) ass-s,az SITE DATA iAxAccOONiNaAaEp(s): 0006330130o,O� OO«.r�olsOo,O� AGENC/ESAML/TIES IA' IIE GRADING QUANTITIES IITros (zsa I. soo cu ros ra,soo cv Cl,,000 cr roPsal eacr ai To mJ CERTIFIED EROSION CONTROL svt=c,ALI3T a xouv mlcwE g azs-s7sr a S-co--ezers,o PLN2021-0037 AS -BUILT FOR CONSTRUCTION EPIED TYOF EDMONDSrxAaZ. ,IheloW. Call nama wOals. - RAM ENGINEERING, INC. aAl ENal�ms I I.m wasm� j:%A J , J W= W W o M y 2W°o WCR i V m � g W U. O F V 9/27/�oz9 I=� z az>E22MIKL MORRNorEo NO, 20-024 aEEn CV-01 1 - 15 GENERAL NOTES I_ lYE NE aP`Pa 1caaLE LYUL urw1cmaL, srarz, axY TEYmaL caYEs RD Ruccs SAAY REaxa nays oLLYw.Nc ws oAa - PYfz -RAN STa BE YmaRRrmT BE LIA 11r sTavuN TER NANacEnzNT uaNVAI IN NESTERN wash RAB [as aumYEY m YE¢uem zow) ASNIN, sAS BY11 LBANNcs snau m sueu LVE TY THE cm ST muONYs ENIBN I— APPReuaL ar ENE BRIBE'A1re 1 IS "AN 19=19 1411 BR All AND 11 IAIT TRY E BAR e r, YY-azE-asss) aT'EAST AS NeuRs PRxneY au uexxvsca ENE PRar sTE YSLTaeE sannvc uvameAND srau Neror owvms av sxRucE 1-7RA1— SHALL ILL All LYR1 Lo PARE 1-1— w,mE sNYwL A- aPPrec„Na,E ANY .Aar cNaN� LEE —I— ll. —R ELE �,TM ,NE %Q PRa,�aE sa ALL nMEs Tnaw cYMPacNNERE YVE RAR acnwnE'S'n�`"EaVr E uPNA IN ER mABSc STIA YcxP „��'s TY BE PLacm saaLL E,EYENNEa,m ANY SNAL, BE TLIBLY IS N. A_ AN E YEARS LEY ERNRY 3Y. o BE A. A-N E — All IRLITY UNI Tr Racc.I— A./aR SENwcE .—IBIS W TRY A L Y A. 11. LEE -A— (am+ E aPPNcaYLE) IN YYELaNY 3 SI ELElAAlAL BRA-1(N,ERE aPPNcaNLE) TER E.TmbR ELEc—Al wYRx. 3S. SEE LANY—PE LRarwNss (— aP NIE) IN IRE SrS— TWP TESC NOTES NANNEB euv"iN AN'`. Rr'x'aai xsm sxau REuam _EV IR _E TRAN Teo oars TRSA oc_ r TNMH APNL sY ANY NO MORE ILAN SEVEN oars m. uAY r TEueEx sY). o ERo BN SYvmYL — ESSALATEY A. srac . uarzTaaLs; LBE e mLNCNaYEwaNrzRYvEcsrsLYVS Rvus asOURr .1Y s 1 maPmSEL-1PYws,�ae oms A 1.1—IS); � RN uvxnL SIDE AA` mmcxcs REQ"r AER IN I reLLYw aY. 1-1EA RAN —Ts ANY/YR ANY EasENENTS.. sEreacxs. scNs,nuE%cm-AL A—S ARR ENE eurzrn — ANY —VVSr cnursscs. IS AND TRAPS NEM ALL REBE BB SEA D M 'RE El 11-- ALL PNY�c,R ,n LN=YreE E� P ,A— wm ENE APP__IAL ___ ANYY. sLYAwLNTIE ca _ PLAN^P,P_YP,3 ,. , 951E , s RY�N sNaLL BE REY�Rm Ls Mo "a°)"o aP LANYSa,TNNY PLANS ,E ET wLL NY aA EYN — YE A— YE— IS mS�,RE ,NE ,REE-S SUA 1 ANY TY LEGEND - PROPOSED UTFL/TFES / SURFACE FEATURES — ---NA. issssssssssss, YunwNc Eoemre�NT _ -- -- .sTYacx seem urevxE ___—wa�uAM O•SENEN NANNEI RYcx cNEcw Yau ■ rzuPaearzr ce. TmE I O TEu e, TmEn RARE Tzo po reN A:1 STANY PARE u o- w cnYN • Ere PRPEECT.YN R—Yo- ' ® cYNsmucnYN EN__ SIRN TVA LE LRAIN 4, BEEEw/ a —I _ rc— Y.Pa�N Y / YL u 'RELLLSN 'A TroE Ere y, [ p _T RILRnv PA o tt o RN LEE YLEIY ❑ cRa a ' PYSTINaca TER TALLE ) PATENENr ® YLERnow smucnwE 0 s—IT NALK LEGEND • EXISTFNG UTFLFTFES / FEATURES ---- — —__ ELENIE ® IS REsaR + sccraN P LE aaRrER SEcnYN YLE L�YNT NT ©E— VAULT R ❑ —IT o ------- 0 WcreE ------- cYNCRE,E � ❑ Ra� m cas eaLLE ------- —NNELEA— oeENARB © T,YER EPncs MANNOEE TVR,sER RE ®P E„ a o a nY. IRA Ill 1=7 SE Y YUEEER o --_—_—_ — aM aAIL o aaLL- STP,T a,mYSARE = LINE WA BN Er"RE Ec,YUYNSARE ---- — CAIIE® VAL o-RALLY E _---_ nBER nc aeLE y� AIR:A ASE EALVE . ARRI.B. VA L LE TOSEsa Lm RAM ENGINEERING, INC. an eYain�me' i.m waem� Y�:t�imsmm�� 2 14 W J W 2 J Z LU 9/27/�oz9 PLN2021-0037 AIE As -BUILT APPROVED FOR CONSTRUCTION 2azre21 xE CITY OF EDMONDS 20-024 EE,NOTE «naw.maysheloW. er GN-01 Call ecma P-g. 2 15 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. i TWP 27N1 RGE 4E1 W.M. H LOCH 13 NaN —S sou _ i LOT ��e°065n 5 N B9'0.5'W' E 201.V - 9 --�- _ rwxo io x/enR III ^yI, as � g rzw actor uxr / / x.AG.- r / m FFry�� sarxc � 8112221B5001 (as`"s-aicxm aacaj lll,,,, r.\ y v "crxcaasus cF a c II I I N 8415 E B3 II bL u r Mc �I X 01 '\ xAe e� . EDMONDS III W oT SDISCHOOL C T 15 44 _ — I� I ti/ t �I rpwi "`IN I rrry asr�c", mE r S no III s �\JIrI - I(I1? 2 ow 1 F 916 �l 11 / — E �r IUI "� d -- L _ il!t SPA"; i. 0 !"r sic ax�ar. x ❑v,r o 112 s p _ --- gl— /l — _�''� = -N B915fl0'E1 - so— = r/eG/ p 1. arr ,za.,z fsw) -.,-_ b.r �NK'j /'^' InP so ---m— r rE ,zzee 1, �\ l / c ` (r) ink n,�s/Ezo of r ."r1x h` rsay o/ uxr. n ro unv AN% A%ET `a""`" TRACT 888 xa r1 -A "NFrr I.- a LOT- �A ovi"E 4es 7 27 21 Fv Axo IA, � / - EDMNNOS HIGHLANDS C O 200404125344 oS s -SeST - - L,41 TANI = _ AooR[ss aV Po5r— fT 1 _— I f- aFV=,550,a• n (.,3------------ rMITIE acre ,z3 . fw; „a. $1i si 12,) faSZSfJIE.^.� ----- - " Ass off" N ;,x,' a3 rx cA e cacrra,.e fw; RAM ENGINEERING, INC. — Eq—g r— Men.1 y �:ta�simsmm—� VERTICAL DATUM 0 BENCH MARK xarsr can �auma Pa", �s r,rvanav aaz. la xrzxsrcmxv xtm szxo nor w rxr ar r/z' —11 T- srA— 'wsr ,es,e' w OM SyCALE 1' >• 3y0' cecunnav ,ze saN" s• sw x ezxo a r w cAmo A/ mr TTi cecvAnav a ,xaa 3 om ITsw savor - E — xa acre TREE LEGEND n�,NE xurnarx x ors�rP»w, LEGEND - EXISTING UTILITIES / FEATURES —IE® rx re aAn sEnre,rre s to scenary oec iron ® rx Ma M� © a vA . A ❑ o — ❑ x z - 0 a o 0 rz.x" m ET]M."n�E -El— TATTT ® x"x I—L — —_ —_ _ xrrzaxo e"rr r "Al a coxrrrxcus w a oHP A III 111E x uxc WA O oraoucus ma ® ILE `�z rr vNvng vu yr '®f --pFriurRrr "Ae�e -- o eu"r� xaere xc cAaee oa r"rer�Anao PLN2021-0037 As -BUILT APPROVED FOR CONSTRUCTION CITY OF EDMONDS «neZ—v,beloW. er alleamawwmy' 9/27/�oz9 a NrNE 2 1z 222 20-024xorE EC-01 3 15 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. TWP 27N1 RGE 4E1 W.M. LOT EX TREES iD REMAIN �} (TV) W 7 1 (10s1xn �cHm axn)1 DI eu TRACT 899 ANY WORK INTHIN TREE DRIPLINE TO BE SUPERVISED BY ARBORS I I. ' TREE MI RGA AIT AT I AREA RACT 999 Ira - (CROSS -HATCHED AREA) N� II Tcv,nio >os.s T�411;r ALL ONSU£ IMPROVEMENTS TO BE REMOVED UNLESS OTHEfl MSE NOTOT E LIMITS OF CLEARING (TW) H - H M /^� V o II 1 1 1 it II PAKI EX HOUSE TO BE REMOVED (cna55-HATUI[D AnEA)s ANY WORK INTHIN TREE DRIPLINE TO BE SUPERVISED BY ARBORIST (TYP) BLOCK 12 NA ND VIEW TRACOTS V71 PG.20 I LOT S yr 9 �e LOCK &LOAD RETAINING114 i^� rze v L,A6ER 1: REC. NO. 8112285001 I—E rE.sa�'� J mc+sso� /EX HOUSE TO s (// MpVEO I la s TRACT 888 PROPOSED o CUT ROCKERY �� d- E-- -- - SIT M EX TREES TO BT FENCE CONC BLOCK �� I I -, REMO ✓FD (TIP)+ --FTBP RETAINING WA4 1� 5A PT WAEDRESI No 2 KIGK1A 4 INTYERCEPTOR SLE - � , W/ROCK CHECK DAMS asTe (s>£ DETAIL oN ser TB -op ISP.S CONSTRUCnON EX HOUSE TO T PARKING IE GRAREA BE REMOViOF� I � "7 5 ( r 2. — — SEDIMENT TRAP �TBao GCKERY (SEE DETAIL ON 2 SHT TD a ' i ----+ 11 AfIA • els ____ r CONCRETE WA SHOUT AREA (SEE DETAIL ON SHI TD-01) — }` �PROPOSEOJ ss 1 �ry CUT ROCKERY _ b4 �AI$ Ce P'0TECnON (TYP) 240TN ST SW ( I T C z t----------------- "II"") — — — — — — — (SEE ---------------- CONSTRUCnON ENTRANCE „Q 3 (SEE DETAIL ON srlr ro-ol) INS �Q GRADING QUANMIES T =sre.500 CD ros (25500 CY 11.0001 o L. =,.500 ros (a500 CY 1 1,000 CY TO KT — B1J _1ANCE N1TH BMP 11, P", TESC NOTE N INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPFD4£D PLANS. EDNDNDR STANDARD DETAIL$ AND TIE SIiPPP. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE AND ADJUSTMENTS TD TESC MEASURES AS NEEDED. SCALE I' - W I CS INLET PROTECTION NOTE CATCf/ BASIN NLET PR07ECB0N SHALL BE wsm AND MAMTANED ON ALL IIEBLY CONSIRLCIED CA7CH BASINS 7NROICHOIT THE ATE NMEDIATELY AFTER INSTALLATION. TREE LEGEND FILTER FABRIC FENCE NOTE 1-11 NAL FILTER FABRIC FENCING SHALL BE ADDED AS NEEDED. FENCING 70 8E INSTALLED P£R CITY OF EDMONDS Ea1SRNC TREE TO BE REMD SWDfTAK ER -" STOCKPILE NOTE M STOCKPILE STALL 70 sTABKIZED BY PLA157/C COVERING 1 � O / EX15nNG TREE IO REMAIN THE EXPOSED SOCS SHALL BE STABIL20 ACCORDNG 7D AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SRALL REMAIN EXPOSm FOR MOPE NAN TIIO DAYS FROM (uN11s a� asTureuarvj OCT08ER I THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY I THROUGH SEPTHEIER JO). SOILS NOTE All 1I1NR10 SOILS wL x COMPOST AMENDED PER sip TAIX SEE DETAK SD-8+2 ON SHEET 7D-01 FOR SPECFMATONS. 1. CALL FOR un ry L U . AN ga I H�R)�Non1O REWmE➢ AND N ANB/0N BENCES£s ALL BEs NTNNE➢�uNnLTAPEFMA�� 9 CIA8. .sw'. I` ANEAs slwu eE srnelu[m vtre creoslav 'AITS IO R W �ANoo n1ERslIE KAIL E,maSEBNsaLs INGnm[NTACE 1A7/1019 PLN2021-0037 MIKE SWPPP CmrmCAT/ON STATEMENT APPROVED AppROVED FOR CONSTRUCTION I��2/zj2z I HEREBY STATE BUT THIS COVSMC77ON SIORMWA717? PIXLUnON C?1'OF EDMONDS Na. PREWN71ON PUN FOR BRAOCEFS RESERVE HAS BEEN PREPARED BY ME OR UNDER MY S/PERKSIQV AND MEETS THE STANDARD OF CARE AND pare 20-024 EXP TW AHOY IS USUAL AND CUSWARY IN THIS COMMUNITY FOR PROFESSIONAL ENGINEERS. I UNDERSTAND THAT CITY OF EDMONOS DOES EEr TP-01 NOT AND WE NOT ASSUME LIABILITY FOR M SUFFICIENCY, SUITABILITY, MowwM1atS BBIOW. BY OR PERFORMANCE OF CONSTRUCTION SN'PP BMPS PREPARED BY ME. CBII nefna youtlig. ' 4 15 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. FILTER FABRIC FENCE FILTRATION SYSTEMS F— zz Mb.i— N� m Pm�s mnow ®kmva�bvmvq �,v,,,¢ Cross Section of Sediment Trap ... m,s of I� J � CN SmVCN.en[ nLL �vnnaa .� c°rrml LOT GRADING CROSS SECTION r- ".e,anfiNo..mWr=, .,m�e.,b�,Dr emsmv �` ; :a� ,.,. Sediment Trap Outlet Re. unep. O INTERCEPTOR SWALE RAM ENGINEERING, INC. oanoN I No GlsruaenNCE om ON am aDEo _ IN SOX A -RA ° DES D °� .; . < OPTION 2 AMEND IN P N D AMEND GE ERAL NOTES v�y, w (wrx) rAvs MU %�//�/ /�/ 2 D Du cDxsmurncx T (m uus xc [rpspx. °w) — unxl4CiED Or Re uoEx sunl� �'li, OPTION 3 - IMPORT TOPSOIL um D,ssn. crox �r �- UAU0A U Section AA Plan pre Type "Below Grade" B B �re'e,renee ,oxaP Section B-B o .pmrx.x. Plan a Type "Above Grade" with Wood Planks Concrete Washout Area with Wood Planks D, ECOLOGY.w.�a�p.cDa,m�ob�.a®..>d.N„m.�,. PLN2021-0037 AS -BUILT APPROVED FOR CONSTRUCT/ON • CITY OF EDMONOS pA --below. er. c. Callbesnialcly. 9/27/=02 ROB L LONG PE M1 M/KE MORRIS 20-024 TD-01 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. SE114, SEC 31, TWP 27N, RGE 4E, W.M. RTOCR +z HANRURY'R SOUND VIEW TRACTS —1-20 CDs LOTS LOT 4 IrOR) R [rTv _ vesros'oa __ u a�>a w-zesr�.ae 4 .55,5 �� E-rssszso.gz ] �s,�r rnsrnll -na Pnnwc T,sE �nnE� scow cuaRusa a ,ssn 4 —12 II ae.rs II11 10 ue+r ; II psr oernrvi av1lvirP) " IJ Boa r SCALE I'- 30' II oaJ w � u uxrv,� 1 N p�bR ld µ3.]l VILLAGER ergs cuasoxaa s ( o+Csa& REc. NO. a++zzasoo+ n ,aa]o ITTAITPAIT {sP)5au n� LT TRACT RRR TRACT 999 736c k 1�oz. I I t C z II I l S d \ \\ 4� h' W° III — 11 zl 8 O,f I e} 11 EDMUNDS HIOHLANDS REC. NO. 200404125740 8 3 10 S j i� nscu�vr (rivj II rl I I I I I 2 I T 11 III - II I III TRACT 998 1 I e T o II .■■ ■10■■i 1 n\\ 11 ■ r r PxP.T1 a avnccnav IT svutr Pam \ \ I I ■ c— — — — -- cavcREm ss A11 Ts \11 o L usv'gs asa.ss ■ Exrsnuc Pam r Tag��- oo' ------------- v z4orR sr sw v I P—,) — LEGEND -I CASED — REIE MONUMENT PER -F 11-ARO DVA; Rt-516. (— 11TA1 aN -1. [1 -01) DRIVEWAY TABLE III I I tlII I W Iri6919 I2 R-1i rre'Ra0 rVP 1 (.SEr o 11 av —1 Ro 2) sm orrac m 5ar omrrwnr nrvvoncn - TmE r ❑ 0 ao / �2212 m c ra \ k as aa. os f e Pa.1. cwe xau \ A"- f vuu rEaaza3vau a 1m caysrR�cr PCTr wanor s (.srPoc nriPxio3as) q.ra rof IT o ggois(`Ei cErnrl ITT voo3) bP 44,31 11peo A, „o ✓w ✓/ µ�,qs E � a e µ1. � I 442E 1` AAT ez fiat DETAIL A PLN2021-0037 AS -BUILT A11ROWD FOR CONSTRUCTION CITY OF EDMONDS «naw.m beloW. er Calleamawwaie. cl, 9/27/�ozs cruan: ROB L LONG PE ar R9EROPRs Al 2� A3 NOTED No, 20-024 AL-01 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice SE1/4T SEC 31, TWP 27NT RGE 4E, W.M. eIDCR 12 NANBURY'S SOUND VIEW TRALT3 OUTFALL V7/PG.20 LOT 5 ��ssuaze O 4 E/ la" Ic rase (auT c) NTTIL! IT 0{ � A VILLAGER r / REC, NO. 8112288001 - _ S .1 �i- (III ax i� - ,--I g�,la� n-n rols e"E ' O MI SIN TREE RETENTION/ y �� RGATIIXJ AREA TRACT T" a� T I (CROSS HATCHED AREA) // \ 1 L T- III I ��y VANeI y5sie 1d311 � iR y))Xa 1H/4 xlu y554e FyaSe�� l ' O Pxmoso 4 II� s qL,i� lµ 7 `vA1 1 T( ERNUNMs REC. N 4SR8f RI Lr -A 12'o 12CTI WE 1 E 44aw �r iE ( ) •rases u0.ae 3 3 !r l x/ 440.49 I2" IE 4w:.se ( ) i s ♦f>`re ( ) 44).11 18 -rz IT rise (Wr W) rr rJ °i M 2 1. i. 2 4F —— f `F� 11 a + (( 9 b L IF 12 II,��E Iz It .ereae( Jasavo ®rajas I ��! I a yeasm rrrLLL,,.� ll rz E oi41 III nJAJ' 1 1 X noITN4w�ii !)) i ?i3's0 ®ssa xlsnluc DxE xmxnxr y J v srnu eTUE reETLEcrzw «ees ( ) u1 Too) rase (our M)1J%JI wn sro wlaee E RA - - -_— w �A — f -- T -- > RIM TT 240TN ST 4aAae(our- J4Lia— — — — — — — — A11— I— ME (xornrz or Ex owv ummcs o cs Irvro curesouM s OB1 eeegp �� MIEIITA tale Rx- J 4LSM o'TTa .00 4ee.a Han Iz IE «aee lour- J 4ua _ TT rem (IN_ Nao7 0 0, 91w x00,x 12 +esre: (—"`E) �azas .�,.e nx-x) ,mso €3 rs I aralT-xJaun 12 IE .e,«,u W) so HNE nP�s c0E LIY 1. PTAN .-I.) a� This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. IMPERVIOUS / FOOTING DRAIN NOTE A SEPARATE RY MIN LENOIH DRYWELL TRENCH SHALL BE CONSTRUCTED ON EACH LOT FOR FOOTING TRAIN CONNECTION UNDER SEPARATE PERMIT. UTILITY PATCH NOTE TY PATCHES VATH LESS THAN 20 FEET OF SPARA RON SHALL BE COMBINED, AND NLL AADM OR HALF AASM OVERLAY MIT BE REQUIRED DEPENDING ON THE EXTENT OF --I- _ UTILITY PATCHES FALL ENTIRELY WMIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY WHERE URLITY PATCHES EXTENO INTO BOTH TRAVEL LANES THEN A FULLWIO IH OVERLAY 15 REQLAR STREET SIGNING NOTE I NTERSECRON STREET SIGN SHALL OESICNATE 9IST PL W & 240M ST SW SEE ODE STD DETAIL TR 570 ON SHEET RD 02 2 THE CITY S PUBLIC WORKS OPERATIONS AND MAINTENANCE DEPAR IMENT TO FABRICA IE FlRE/AID ADDRESS ANO STREET 9GNACE NOTES TO BE ADDED TO OAL CONSTRUCTION PLANS STATING IRE OTYS PUBLIC WORKS OPERA RONS AND MAINTENANCE DEPARTMENT TO FABRICA IE FIRE/AID AGGRESS 9GN AND/OR STREET ADDRESS SIGN ME CONRTACTOR/OWNER SHALL CONTACT THE ENGINEERING OINSION BY EMAIL AT ENGINE£RINGPERMITSOEOMONTSWA GOV 1 WEEKS IN ADVANCE OF THE REOUESOO 9GN FABRICA ROv A 9GN ABRICA RON FEE N DE CSLLCTED PRIOR TO PERMIT ISSUANCE. IMPERVIOUS AREAS CHART ROADIMPROVEMENTS LOTS s� �Ha� ooA I=nIrnex wnur zzeo ARw REcrsEAnw >�c NAlxrAccEss lweR roaa .s cm �AnAxR wnTK11 2.11 LOT 1R LOT7 rant z ao T La Rita PAW LOCH. ALK a 0 u , R R ". PATIO, I>cxcx MLR 2200 �°L�` aE) FO Rm oEwev m000r LINIA cmrEwAv LOr2rorAL z,eoc s< LOTB Tnret z,aao sr TRR nK P[nCH wALx 2N1oYRsEE4rnERR PCNCH WAUt 22W SPA uvACR�irxFo IAL oEwnv oPAMI, WALK 12 I'll cmrEwnv LOT �ER TRIAT w1 LOTB rant 1 a0 sr m R PCRcx wnLK zz00 s, x iR R I><«cx wnTK zz00 �PnT1o. i= NE) oPnT% M WALK 200 ZOO LOT4m lTm eTwev TRIAL z,aao LOT 10 werwev rant zaao7w7—T nK Pmcx wux zzoo.v LINE) 00 T%Irncx wnur zzeo _Pn WwnY oPn Aoa) Mori LOTS TRIAL MNs AL 1— 1 TR R/w PATIO. PCRcx ALK z200 s< R ". PAT% I><«cx MLR 2200 �RO,nuFwAY TRIAL za00sF 2.11 x rM,�FwAY TRIAL 1a001 SECTION A -A DRAINAGE SWALE DETAIL PLN2021-0037 AS -BUILT APPROVED FOR CONSTRUCTION CITY OF EDMONDS RA . «naw.mals below. er Call eema wwal5.cl,- IA�1— M a Issulazre22MIKE E 20-024NT RS-01 7 1$ *n 4m ^a +w � ^m TWP VA- 3-00 4�90 5-00 21, 450 ^m 434 4m PLm2021-0037 This document was created by an application that isn't licensed to use novaPDF. Purchase olicense togenerate POFfiles without this notice. This document was created by an application that isn't licensed to use novaPDF. Purchase olicense togenerate POFfiles without this notice. SE1141 SEC 31, TWP 27N, RGE 4E, W.M. II I I I ) cB2 55 - I 2ae s - I cNv cove currzn a- ' -- - - - \ T -- - -ro'cx l� 1 rTIE -p 9oeuai oHa - -- 240TN ST SW cs ryueuoJ III an 1=12 IT el' L, , III- 'ivra c a Mesa ON AfllO (� nx Emo (sxr ��) �a a<Ex ovv urEl»s - e IT , J Ell,eoxv`ows Iz lE .a�n. ( r- J Aesn sx) Elan wls 15" IE M�+'B (cui-wJ 181A1 - l,00.ao ersr rc w rweesa uxa0 fY" IE �III-El —1 Mash 1D(lH �2aaa (IN 1 4LSeF (ou I5 Man�Br N)M ra�om IH�o c soya o) n oo'ti fz IE (IIASSO Masi f—oul-wJ IISJO it IE Maee (our-sJ I1.lel wntx) I,IE rcuit -E 4& 451 44/ ULI 4a R 4Y 4� ------------ 80 o� s¢ i7C IT (IN_ _ _ _ ;t ra,� - oa. a ,E 7 (IN-s) 4P3lS (�ur-w)A9SM 1.1- Maea (IN-E �esr•(,N- 4TiDT _ o (IN-N) �ee�v 4LlN yea55 furl f (qli-1) 4ffiQ r2 (aur-w) r ( IN-E) ,s E 1 WO'H, 1- SCALE: 'V h,d 8t00 9+00 10r00 11f90 �_Rj This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. CON STRUC"" NOTES N ° F R oo; 1 E -�I-IT nTMEE.,"n — 1�P.w-1 oE�s sr w ioaEREM� oE�=NN�Po�NPo��,NrEr��rmN�..,N SCALE ,• - 20' 0 cavNEci NEW s' cavcNElE smcwux ra Ex cav TT 9xwn�N. .° o PRow 1-11 M= WT;NE�a, NEW 1--E, :-Wl, ro E"1,NC P.m 0 ocsc« =N— E covnlci —IS .. I—sravN vvnlN vEE o NolEv De sa vinlry P.rcu/orE, 1 wo,r aaow. UT/L/TY PATCH/OVERLAY NOTE URUIY PAIp SMALL BE LIJNBMED AND FULL MN HALF NM OERLAY MU M REQUIRED XEPEN&NC ON WE EX7ENT OF OISiURBANM NftW U77UTY PATCHES FALL ENRRELr M7MN ONE 7ROn LAN& 7NE Oli'RLAr SHALL EX7V 0 70 IHE aMERUNE OF ROADWAY. MiERE U7W7Y PATafES EX7END INTO BORI MU LANES 7NEN A FULL MD7N OY AY /S REQUIRED. MII rn ccc 5 ---_—_ 'I"T cx io OPrR-5zo aP.sialE.�,ecRA�E 240TH ST SW 660 ,o- u-v..,-= 150 940 - N io I w Nssmlc csu m nlN nc oI NA �� .�E Na>Es aaow m Crs uwrs) eu (IIu uw). i40 a srE am or EUNONos sro ocrnn m-I. av sncrr yr-oz. MAILBOX CLUSTER wo 110 PLN2021-0037 AS -BUILT APPROVED FOR CONSTRUCTION CITY OF EDMONDS «naw.m beloW. er Call eema wNa�S. - 9/27/1oz9 a 2 2 222M1XE 20-024No� FI.01 9 15 wm +m 430 ------------------------- va SOMON El 460 mm wo $30 ENGINEERING, INC. GRAVEL ACCESS ROAD 71 ~~ E. LAT IEV 450 *m 77 VA- 430 MILT M. --430 PLm2021-0037 As-Buxr FAPPROVED FOR CONSTRUCTION I& MY OF EDMONDS 20-024 =�VT-01__ This document was created by an application that isn't licensed to use novaPDF. Purchase olicense togenerate POFfiles without this notice. i 12" FLOW RESTRICTOR DETAIL FLOW RESTRICTOR NOTES all wE SESSNC 1 ES1A ae Sn 1 eE caysrsucrzn or rHE saNE HarExraL axo eE Ile—ar a .as _Es nna nvE suPPDRrs ro rxE HawaE mTn s/e ,rvur narNLEss srEEi ExPaxsav ears 11 o 4_ sr srzux srmcrE ,TD srawrx n TMeaa RA z°.w° soszuir za!ae Evaerzonru auncr vlrc wm TIS a _ Washington � av �/�T` ho Ix�. omoxs GULD' OP 5 Nk /y INLET �t a3 REQUIRED. e NNw: t. PreraNmnae®eOucture MM Oe menufecMretlln avuUarcre wiM ASTM DeNgnalExl fA]e. 2 RM,syale 1IDeaupplIWWMaM. tetl(H2O)Wa &geakebtl030.a W,.aecove hftWeaa �eRulretl. FlMtl poured mnaele mrerrequlretl, OY often. 9. Inbt B outlet pipets) ere b Da 010.00' me.lmum. Inlet plpm moat enter the aWMre b Ne INet Dey. 4. InM Member Mar tb wPWieO wM Oreirrtlom Oev's-e tleaiB�WO b remote ebMimj webr Uetween alarm evenb. 6. Minimum aeperetlon BaMean lmnain8lrneN out le outlet pipe tlbmeler plus4.00'. 6. Fv tlepNa bu tlnn apaNOeU Mnimuma mntxl ONcmtle93brlm+eter5dutlona for englneMng aeaisleMe. �F Treatment Flow Rates shown wElform to Washington State GULD SpecHeations Perk Filter TN OldcasW A 0 060.00"Manhole smRnwaTersdwom IV shNTghan Stale GULD • �~ One to Three Cartridges/Slacks +`4NtA-wnN m..mns xox c aE Raur �asl_ w� s m -0 NE. (aPlgHay res PPe .n JL GRI2r DW) s� I I O xnR1ERi0R. NNSI Wx0 AND CONNECTION" xxlwLE°c I° V. PLe rawlER nPE slue TION & Fna[x CONTROL DENCE °Dwi`ETEE¢. L - DETNL A ORPCE U•DDER�HAND I. Ow ROL LfNCfE N4EE (SEE D U ria PLw• 1 E= E De"'o'a`N D,ai WG " cam) ' eE v-xorc a_ mL ve•(s',mFEL ov (2 rEO1D) Nuulnuuro7 suPPaRr U W) LExcrx m MRP 1'g PIPE k C- b smunuRE sEE DErWL A °W H PIPE SUPPDW wTmii TAYPE)- oEruL d FLOW CONTROL STRUCTURE SHOWN TYPE 2 G1CH BASIN °WxEREA3 MY�HMS NOTES, UaDRN E • SPECEC DEE. NrOxaaaON AE NgGTED OM MPROrED COx31R .. pRaN,ND3. D< OETFMpx RPE IN S,RU RE - EE - TO 01 xQ.. THAN THE IV ENT OP THE OUR£r PIPE. CITY OF EDMONDS FLOW CONTROL .MN-.te 6�,e STRUCTURE PUBLICWORKS(FCS) STANDARD DEPARTMENT DETAIL 5D-301 Perk Filter"" © Old¢aM 0 0 060.00"Manhole St.r wat ,S ub... Washington Stale GULD �•„q One M Throe Cartridges/Stacks .NN80.wn N Ia, .miu rsN .mns : RAM ENGINEERING, INC Civil Engineen,g / Lentl Planning VMW.RANENG NEIER I_ NC: OM 3 QCJ W Wx ta rx O p cO �Gv� C � � O � Q h to 4 a W O C7 AS -BUILT rnawwmaraheloW. Callealnreroaalg. PLN2021-0037 [PPROV:EDFOR CONSTRUCTION OF EDMONDS4°20-024 9/27/2oz� drR. 106 L LONG, PE m a. MI"E ORRts EET: R"I F 11 °F 15 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. SE1141 SEC 311 TWP 27N1 RGE 4E1 W.M. BLOCK 12 NANSUR VIEW TRACTS 0.20 LOTS'-,_ L074/ e _ \ y VILLAGER / NEC. NO. 8112283MI r IN 1 -- s r/6'TA nmrenur nssr [rs surer) II dI � �� e � $ \ � :�C • '�� _ _ „- � w,'m�sm owcGrr�x z) h L TRACT-8 III g \`\� '\\ 3 of \I ° 4 \ \ I I, 1 1 q I /GNLANn3 REC. NO. J 200404125344 I I 1 NGE w/1" METER C� J I\ ) I iu 3 ,III tl 14 Ni mPJ a \ RT P.',-- 1 �; I w7�va s= ,u _ xE ;' - - ,1 '� - � exo —.0 axe oeae —AT eex EAIINNI n"-.w. v�11 T - - EN I ANT_ m�e ° 1E $$<11 a) o.« I- Eo"E nn a,EIll esii (I,— �T RAM ENGINEERING, INC. —E�—gI—N... e xhnv.nu�xa'�ix��lxor�r'mu 4 SCALE 1' jo, 1�1 PLN2021-0037 AS -BUILT « w w w. o µo INN z 2 22MKE EE, 20 024�0 ce•sscxLE o�rE SW03 --below. s �rc'nm�css°xiuw cr°�fi Calhd—"-m 3 6 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. *m wm wm +m : 430 mw ww mw 120 450 440 wm 12 ww IE °#00 ENGINEERING, INC. wm wm 430 mm -970 10 mm mw ww It A17)l �-i 430 PLm2021-0037 212122 This document was created by an application that isn't licensed to use novaPDF Purchase olicense togenerate POFfiles without this notice "=,-T (CITY OF EDMONDS CATCH,,, BASIN,, TYPE II o o.m mn 48 34"60, PUBLIC WORKS 72 & g6""STANDARD DEPARTMENT DETAIL D > A C A Sn•-+'—E B ply = ro•.�ira-vo sc x e e ) ina) a-\ NOTES: sT.o°w��uo. `o H000 slw. eE srr xEs�s..w.. sE a.w,N:E. Dx THROUGH -CURB I.wuxrmsl INLET FRAME DETAIL ulx ��o-,n• {b�--I I-�I� �fDR M � (,�• mJ ll Ili �Dm�t �« Smwx sT s� -x b2. q E.— q )� I I r x s xs —E ii swu a vi.xm w .D P-,wse. uA.Psz-vr. ax WL I —I ss wax sz D °H o ,�uM s. CM_S,,01 NEWxxExD..�Dxs. CITY OF EDMONDS STEP AND LADDER DETAIL I j PUBLIC WORKS STANDARD DEPARTMENT DETAIL A< -I B B T a.� a - r A EU EIltl sEcnw NOTES: scrno w� CITY OF EDMONDS THROUGH -CURB INLET .uxwxr ms FRAME - INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DETAIL .aaPIExx. "/ �N 17 j qq vm !n/-nw .D vwE sree CDNNECIIDN B CDNTRDL Dm DEN" tIH s te�ExDa %m SEE DnuD • N PIPE SUPPoRT"Ep .HERE:�'E.�°�",E°'�xa"Dr �EEsn NOTES: D� E .aPm ®CITY OF EDMONDS FLOW CONTROLR STRUCTURE PUBLIC WORKS (FCS) DEPARTMENT DD /r . s/i• . z-vr s¢ so ort soNx. eMn -3/c� EIEYd➢Otl NOTES: is sro•-it xc sPnvss —E — — mcHan) aDcn r VANED GRATE WD O PRANE AND DRA,E � (� S,D� g�m) DRDm s501,UD fxsmis°m sv� e�.iz( 5��1//�\�//\/1•. 0'. qt t2'smi°a°t°��tw vm[ E E RLsm sEDn xmx xs.T s<,xD.xD sPEa�aaDx s "m.m(�. ,. 9.9 x�NCExa _ ° E rwnxm annE m ,wE .m Nsa sEDxDx sHw� xD. E.D® �n�n*. smgox aem-n TME ago NAu �Ngg�°EDDE D.s_ Wr' CITY OF EDMONDS CATCH BASIN TYPE PUBLIC WORKS STANDARD DEPARTMENT DETAIL PLN2021-0037 AS -BUILT APPROVED FOR CONSTRUCTION 5CITYOF EDMONOS P„E xDDZ°m beloW. s>` Call eD)Dre roxa�g. RAM ENGINEERING, INC Civil Exgi—AW / Lentl Planning W e 1/2 7/= 1 ROB L. LONC, PE r MIKE MORRIS 20-024 RD-01 13 of This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. ( CITY OF EDMONDS TYPICAL�TRENC�H SECTION TAYDARRD PUBLIC WORKS STANDARD DEPARTMENT DETAIL e„ GU-400 O N�oTEs oEas— SE muvxmED m R _x ury mxx Dr a Rmcx IRD SxN1 6E mxcw Dx 2 CE R/B• Q I' a T R I a/ommi xmmuRON aFFR ro coE Sm mL >A-SmA �m © irH wxmx sxNt s u vEEr. F TME sovE REaulreuwr crxxor aE �101 ew.n.1/z•�uv m �e m v mom we , Ix ut • u r. �v Ire - wxw atxml DRxExArs .mD mmx mwEcnrY ro Enmxc sosrwx. �O Rx CITY OF EDMONDS DRIVEWAY APPROACHftTANAR TYPE PUBLIC WORKS DEPARTMEM ♦ee) u„fa E �� I� • //I DnR NmERx� nv.�l"Eax,mJ .a �DDES�rME wu. Doom' Nn sRwxD RE inEYEiars. Roxs ro Drnsmu e m are RRxsom mxamD mE 1— voa ,. ,Eux zr swat xwRwsvmlluc.A mxureor zv Rxx:x�. a �i vavrEo n nIE wcNEvt�osvm�cnurta —s(Ik .wvRoamS6=olSxsooc srAxawD CITY OF EDMONDS TYPICAL HMA AND I RYxRE UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL GU_410 Pm ➢ 1. P • 8 . a" 9AN_wE1Y (xDT ro ESE) CUNI x D/fix REmxD �Da sEcnoYSH R - N__ 0. t1..Dcm�:aEEaDx am ro EDNEawN. �... • In• ro ,/,' x rNls�x SIaLL BE uDni DDro/cDWFRC � T� �• R" WYW JdNT soexux txlcx ,. Mm ro eras) ep µ Joe w 7 sx a mu—D ro Rex wrmuu owsm. ( CITY BU E WORKS CONCRETE SIDEWALK TANDA ro PUBLIC WORKS STANDARD DEPARTMENT DETAIL TR-531 J/16' mCE BFAD, I/A' xxx �'R R-e/x• Dxwr rnwE xm —_:: ,n. 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AND xMxxD (SI Ixcwowc, mE aeR Rc ass (srreirE, w. v�i, wr Epic) wD ¢amrsxcEDIrutms (w uo slq. uoY,ms OR,mIc SIw snm xYs) 9113 S— xrm IE NAME cF TxE III Ix Ir CITY OF EDMKS STREET NAME SIGN AND owerm wle FIRE —AID ADDRESS AND DEPARTMENT PUBLIC WORKS POST MOUNTING DETAIL STANDARD DETAIL E:r, le TR-570 R _W— S 1, I z �E x°ro to M..D '6`SN o il�an/OLmce SEE SP N— Is 's(Jj a NOTE: IVN� (rm ro • RRt DE.:... yam EIwR. xNt REDS JDOD/DOIIxExDx./xmx RExwAI/awvcuort of contra:,[ care S— a Rmu txitwsan ANT ro o NNDN IONr, Dxva lo, vmmmaE ollmclm m ory wmxEm. ixc aAwlvrt xnuw lour neA clmaryurmR rxs cu �-1 swuNa le oxmm er alrxwclncsa. RErtn ro cm sruowo mxcrere calm rRo svEnnunox ...(,j envRv. i, a oa mvRam Eoua .wo sEum rta nmm so 11 wa(ik CITY OF EDMONDS VERTICAL CONCRETE CURB x PUBLIC WORKS DEPARTMENT AND GUTTER STANDARD DETAIL TR-520 M!i�m YN°mx rmxx axE Rlrmr-m-Iwr Slwt RE eswaem IN' ixr rnr. LI �i vom cNxo n amDm ear xm roIEVDtiED ,a mamw vosr (llmAlm). ®CITY OF EDMONDSMAILBOX .jTR_ AN PUBLIC —WORKSDETAIL 2 NDARD DEPARTMENT ETNL <=r, 582 RAM ENGINEERING, INC Civil Engiceemm r (eaa PlxxcixN NVWe=.INEIEadGNt: oM PLN2021-0037 AS-Bux r APPROVED FOR CONSTRUCT/ON � CITY OF EDMONDS PArE xxDxwmaroheloW. e>` F Call DDIDre roxalR. err Pd 1/27/— ROB L. LONG, PE MIKE MORRIS 20-024 RD-02 14 0 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. ,ulIl x .1 1.1 .111 Ih, as .omare° 1111 Ih..1. .E xores 7 TRUNCATED DOME DETAILS —ECTA— —R.— NU.1ACt .—IL 1. If 7 ho ,FX E.DIRE.T— U.. z _T A I-- T, LEGE11 — - E I _2 F 1-11CII-Al 1U11 RAII SI-AND DUI—U.. t Mix 11T E — 6-1 4—A 1. L L! — - 2J. ILLIP -UNCA..U1 PUTTEA DETECTABLE WARNING SURFACE 77 STANDARD F,".10-13 PARA-1 lurt "M, —T111 NADA1 CRC=11 4— —EVENTGUI)ELINES Wore saa sxaaeD UBE vaix -MN- 1. R:L 1. N- CIU, -1 .......... T 11 W ]a AL S. 5-1 Al —BECT —.T 7N,o,—UT & Al tI =1= h— NZW IN, ITAILI TF -�A —EL P11T V'I T 111D III ICE _ `.T2.' MEL air aa� R A� 17, BIEKM 41UA 31 _j U .—TRI-EN UE X—R.1�1-1 —AL SECTIDN= IURI th. -th .1 "l— 1� C.It =1 G= Td 5 Con— Cut —EQ�— Z,- 12" 1` 1— h _P A, PARALLEL STANDARD PLAN F40.12 3 TWEPA—L— —=.PAY.— PLN2021-0037 As -BUILT A1110101 FORCONSTRUCTION 0 CITYOFEDMONDS --bel""M lum EN GINEERING, INC. 911 7/= 1 . .. . .... PE 20-024 RD-03 This document was created by an application that isn't licensed to use novaPDF. Purchase a license to generate PDF files without this notice. I SIDE SEWER SPECIFICATIONS E— SPIER .IT =.P. IRUM. - EFABLETE i TO E, I ��nS7 "1 11 I'll "IT SAFE �5.T BE MIME.0Y.A UCE4EED EE U. MER UST BE —.E— — A-PRI BEREER. ll IRIII I I- ERI MAY BE P1 I IE A=111 BUCIR —00 -BU-. EF I— �-j � ECER PUL BER —D B . ._MU. —11 auFIFF - I DT�.r BE -_..T U.E BE— BE— MADE ALL CxaNa I. U,BADE Wllx -A A I—EMBES I. IDNE BEEE BE A. BY —F. C P PIFE SMALBWEEEDEB 4,UNDT8CUBBEI TRE— W41ET0 1EOUREED �A.. WIL 1- 01 VOL %NZ _% `I`1TnF7E B_-_.=T R — IF Zi;n 1. . , P. AB- . � MR.— N _r� -z Ow—, ERM, Txax BE MES SH A 0ISOBOT 0 WT thL INE BAOIN OF FITZ IS �.M.0 I AT UF. R�7 I.. F _F Z=Y IrO F FEET FRIM — FPN .1 - E- re I-M. ERIE — BE --RED TI BEERVE A . .1 UR I.) SOMID-FIRLY RED ... S, A 11— EIPE —B BE eLOKD TI E .1 IRE (1) ..- IF A --IIY BEECDERCE. X ""MMY &BAUER �S EEIER U. E IT TCP 11 A U.E. B-T-7 �l RE- EHAU_ E OR —POIN, BY _y IF TlenaT O—F _L U-IAT _A I. ,AB %Z— _ BE E-U— Uw. s,m ELR .1 U Y L7P I�M:EP A%T0 .. E�EEMEI =�MV °R SIDE III TI . OPOR.I . xE. E- RE- A PE.— I.— AT 'I EMITPEEP I SIDSE TI BRUEED AOTEEEgC��DV �NW 0 PRUED MB71CjjM U T B DETI FM EI I OLYMPIC VIEW WATER & SEWER DISTRICT NOTES: 1. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH AASHTO M199 UNLESS OTHERWISE SHOWN ON PLAINS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2, HANDHOLDS IN ADJUSTMENT SECTOR SHALL HAVE 3' MIN. CLEARANCE. STEPS IN MANHOLE SHALL HAVE 6" MIN. CLEARANCE. SEE ONE. NO. 2-011. 'MANHOLE DETAILS,' HANDHOLDS SHALL BE PLACED IN ALTERNATING GRACE RINGS OR LEVELING BRICK COURSE WITH A MIN. OF ONE HAND HOW BETWEEN THE LAST STEP AND THE TOP OF THE MANHOLE. 3. ALL REINFORCED CAST -IN -PEACE CONCRETE SHALL BE CLASS 4000. ALL PRECAST CONCRETE SHALL BE CLASS 4000. NON -REINFORCES CONCRETE IN CHANNEL AND SHELF SHALL BE CLASS 3000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL THICKNESS OF 2' MIN. UNUSED KNOCKOUTS NEW NOT BE GROUTED IF WALL IS LEFT I REACT. PIPES SHALL BE INSTALLED ONLY IN FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE ENGINEER. 5. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL, PIPE OUTER DIA . PLUS "HOLE WALL THICKNESS. MAX. HOLE SIZE SHALL BE 36- FOR 48- MANHOLE, 42 - FOR 54". MANHOLE 48" FOR 60 M.H. MIN. DISTANCE BETWEEN HOLESHALL BE E. MANHOLE RINGS AND COVERS SHALL MEET THE STRENGTH R QUIREMEWS OF CURRENT FEDERAL AND STATE SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 7. ALL WE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF OF THE WE WITH 1" MIN. CLEARANCE. K FOR HEIGHTS OF 12' OR UMS, MIN. SOIL BEARING VALUE SHALL EQUAL 3,300 POUNDS PER SQUARE FOOT. FOR HEIGHTS EVER 12'MIN. SOIL BEARING VALUE SHALL EQUAL3.800 POUNDS �ER SQUARE FOOT. 9. NEW MANHOLES SHALL NOT HAVE META_ RISERS INSTALLED TO MEET FINAL GRADE. OLYMPIC VIEW WATER & SEWER DISTRICT MANHOLE SPECIFICATIONS INSLAUL. BURIED TALL.0 RAFE 3ER T�AFE AEGKPIPE. TA, 6' AND 45- SEND CHO'. READ 'SAJ1.0 LAIIAL SEWER LINE CBURTL�DNSEEWDR BELOW. AR IND SLOPE- 11 1%T1 BLACKBURN MFG. CO. Of BOB N, EQUAL PVCCPLAIN END 6" SEWER -TERAL SHALL BE TEF B. 'ANGHF OR THE EAIE 1ATHE,",UINf��. AP (EICEP, OENCREq) P. _ WATRULT PLUG LINED S.E. OR. OR U CONCRETE P.R. IN PEACE FOR 74��_k SE-1 APIN BE C,ZR1s17 NI 1. CCNHRACTOR TO PROVIDE ALL MATERIALS, TRAFFUG CONPROL, PER SHORING AND MISC " ECON.GSKN. TAP SON THE "AIN AND I11TAUL 11 SIDE BERVICE. C.1?1NA P'NTEE WITE MECHAN FOR UCM. PREN PIPE I. SOUPID.- R.BBC STYLE -C.- SADDLE TAPS MAY ONLY BE USED ON= FM.11 —WAY . EASEMENTS, CONCRETE PIPE IF GIVEN SPECIFIC USE REST NO DEVICE AS DISTRICT APPROVAL S S BECIFEED BY THE DISTRICT. 5. PROVIDE DISTANCE IN FEET FROM 3. FOR TAPS ON TEF/S DUE TO DYNNSTREAR MANHOLE TO DI USE EST ROMAC, EMOH BLAIR. OR THE DISTRICT. FORD PPING TEE. PVC, USE -AC e TE W/SS7 CLAMP, HOPE CONSULT .F N111L I OLYMPIC VIEW WATER & SEWER DISTRICT TYPICAL SIDE SEWER FOR '1"_1 I ` C ' "" SS - D CAP SCREW .-NO D RIS.-I)E NON-E.D PA — - z/ OVD. NA. S. C CSO RE RAIDED U I� RAIDED LETTER, CORE I- �.I T-T` NO -SKID h= V D3 III L� 't PAT "AT SECTION A -A SECTION B-8 ES,,- OTI ANECEES LI-CBEA E WITHIN NOR PAED AREAS SHAUL KQU PNSTALLVB�N OF GREEN I III G HOLDS "LL OEM FIREIRD"S `A�I.E.l POSTE E' I FUEN�l OL, G�_ TO LOSS ON INS G , . IF LINE!— ETATUN TON SEWER 3. PROVIDE 1" D'A LIF HOW '. OR AN ANCHOR , DUCTILE 'RON COVEROMAST PRON FRAME 8_ a PER DISTRIST 6 . INSTAUL A CONGRETE COLLAR APPROVED AMRL_ LOST D�RDE% IC EMBRY AND 6 THBOK UNLESS OTHERWISE THE D.SCR OT I l= IF XSEAE I INS AN P.MER S A1.1 REWIRED = R._ TO WHERE TH"S 'S SUSCE""` PC ON UK DAD ON OR THERE IS THE POTENTIAL FOR EM111B OR AS 1IREC11 BY THE N,UDICT OLYMPIC VIEW WATER & SEWER DISTRICT MANHOLE FRAME AND COVER BUILDING EUNUDING _ANOUT NOT rz TO LICEED — CLEANOL A E FOUNDATION BEN D D NO CAP CLE_UT_I PL CLEANOU �CBEANOJ (IDE W/ CAP & LUMPHOLE COVER) BETWEEN CLEANwi3 NOT TO I.CEIS IPO_� 12'jjl �UAM COVER ply III TO ECIONG A GRAIDE 7 �'LEFPI I. . UP AND BEND R_ OP'TPRT STLE R EDGE BE. ASPHALT SURFACE LC 2" NQ COVER 1717WPVC EWEVE PvCSA`.1EM_ S A IT PRIOR NOTE:111 11 S TYPICAL CLEANOUT UEN BIDE SEWER LCONTS SHAEL BE UNDER ASPHALT OLYMPIC VIEW WATER & SEWER DISTRICT SEWER CLFANOUT DETAIL P.R.I-ORRI rh L _I'- 611- r_ SIBSPE -.-IF OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL SADDLE TYPE DROP -IN MANHOLE MD. Q11111 AN EE_ B MANHOLE STEPS z NIS . . . . . . . . . . . . . . . . . . . . ................ •. . . . . . . . . . . rE FxB amt FVl_ M-ER BM- N = IF I.— I F a 1 BE MANHOLE DETAIL L= NTS OLYMPIC VIEW WATER & SEWER DISTRICT I REVISIONS STANDARD DETAIL OLYMPIC VIEW MANHOLE DETAIL 11/1./D I— UTS I -A PLN2021-0037 As-Buxr OBERRE, TEMARREEI OR IBWEE mBbelow. Call NBI.. r. "M ENGINEERING, INC. "I EDI_, _ PEB_BS LIN—C :D _WAunNE"W= 'E.lEE- E EE .. I -CO. LU �3 Q 4 91221=!5 ROB L. LONG, PE MIKE MORTIS 20-024 SW-05 This document was created by an application that isn't licensed to use novaPDF. 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