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13495 SW SUMMERWOOD DRIVE-1 .. ..,;p•:.-rst.;,a�;y,qy.,, ,tutu sfa�+!mM•i�4«.,:,..;e-A,wd.: ,.,taw-.... .�s.,;<..:ka„s.. _ .. .. ♦-: . . 'd s ..tr .. .. Vit• :, #. '}. .n•.' �5.: .: .. of .a a,�� r y tar .._ .. ,'� � .. r . J ..•. , • , r, i � r n 'r t _ ., . .- ., .,may, � _�....__._-� .._-_.-_.__..y.-_••�__. ._.. .. _+-.�_._.-w.- -_._�-. _.. .-..____�.._-. .-« --__... ..._ _.. -. .�_ _ __ _ .. 1 y. "'f"'---.-'Pg'i-....r.. r, isle �. •y. ,. 'i ,ti.a''.1N.. �, ?.a R'- d .a: , . • 'll'a 4. ,..' .ray.+ �.:.. . •,,. .t. " i r:LAT Lt \ r IV �.. �u°�t�: . t a •1 ��y�n•�,u . ,:c e 1 _ s _ r'3 if + •« . �' i Al Mal ataalaalt nilly it N 406w of 1M'Anorian SOIL Mm PlWse tai aha a rich*oft otrM by-Ii1B' ►r,� ���� t y r �Wo,* t . (>� 41P6r+bh tit Htsaary ,AN.51 ant-Irn 2 iwru salve wP"(Yo wbo* Al+rt ARCTOSTAPHYLOS UVA-URSI '"ABS.' 1 gal. 310.c. , 1 Mlalroascompou,Ordmcosporaraaappa'"d 0 r sfachusetts XinaLkinsick) ,'•, M 1 Mala 4'O.a7• am*iii be buff wd bi-, I r wd aRsd MM M,Me to etsltty ear Omsk AA 44 CDC owriatlISTER MICROPHYLLA as,d diwt44 b jtaq�sl d^munpA v ee1A ad sled 1a/a. Taw iso bve firsts T1s sates sot/patties cols mrd sato tictelaer r Wt bMoweta tray: (RookspyIrray Cotonerst eta) Mid. N - 2 v2•M AIiJim sMtovsit lMet sldr. Smal**An- IPeblplaat 214 iRV SVOMYMUS tear. 'REPINS VARIWATA' 1 gal. 3'0.0. �' Waslt9s+004ADE �. sbttsba- IA to�W p� (vas stat! Creeping 5Q0 5) , y IV DH - 0*a rppstespldtlbaCardis"tAF&AIA Tram - 0toIWplw pal p(AWNIA RVOSA (Longley tiahonia) 3 gal. ANO >�l'AC'api11<A3! Al *a rwW tbd be omoa*d Rws ear pt.A/rtlha: Mane ON OW ria a lay�'dtttswpadd pbertb ll.roc r Ike waw" dtc 0als"ll bole =30 IRM NANDIMA DCAI. °wMandI t DWARF' 1 gal. 2'o.o. Ar our RIM sawlog awwta a wr 7ar,eiicYrtrw is b ipv. 1Ls"lab ptsid wlp plum MIA an ad Asist M inglu arl Maw Or bast appastso Romft eaadaw,-s at rim toad MwtW (Harbour Dwarf MandIna)) - �,PQM{ ---Ma1.MfTMG 501E 1triL) •- tbt t Y sanl M ptwd otwiita MI proiscsy saw retltr(we'll Balt laWMatiW atasalr!by Mom 11/ftp oir"B pilau (]malt sew sad alt dun ary.feed or barks tow► u4se r platys in Woo"nsis oadilaY day i ble ad 1�or ata abs.a waeelM 4 rY M teplas A y tors BuiA pluses it*wish was cos wbils m rnsill each Was bo dnima s voila � ✓ •- �•-, L $ AW A1ltI'IA GRANDIPId)fiA 'tDMARD gUIICHtR' f gal. 4'o.c. �-plelaTlN(a 6UeCsltfipt � �'� L. Who apPror4masi n era View loonits*,tlswt tyow tattoos a tatalt away. Plea ru•lwlkls. An AIIALIA MtIE (Hexa Aaaltrn) 9 gal. 3'0.0. �'N{�[I 2 �� y N171-t AND pIIAL,GRAOM [aaltwpe Coon uta is a W4*"d pima Ir doped In to dt�ad Jsk unlace xwA ow a hoW waits. r arl aria ah,�tcld tarp row bd atlydly shalt ' 8 AUc ARBUTUS UNIDO 'OOMPAC'rA' 5 gal. 4'o.c. beds tad 6•i•ism ansa Y Wgsd taw nils it and oasdaabs M paopw{amt taw k uw " ssnw1&V/d4 ew w ommW I iarb• Wow arra wail no ulnas wets is"Isbad. irNW wOmip (Compact Strawberry Tree) x taauMadbytAOwnatiW:ewraraw !' byinig ion"misaxdowad. 92 BCP /BRMIS TNUNB. 'CRIMSON PYGMY' 2 gal. 2'0•0• BNRUd }�1.14NTINGi DETAIL' PLANTER 1 PLANTER 2 PLANTER 3 PLANTER 4 PLANTER"S atoll irtdude lyttiler sad was Saatriae of w mar (Crimson Pygmy Barberry) �FI top" outing STAIUNG OF TROY.'',: stale or pry d trues Su*a shall be Y x 2•(nam)gushy ute slits as an BMWRIB THUsuyAl 'ROSE GLOM' S gal. 4'0.c. NOT TO fall 8 • Grades rd steptat arm el idiard by We druwbpC MrIi11M hal anis Ad ba witlt poke. Tory Idol be d tkwylaa Pur ek• ud sturdy,stamW cwth-1,=litmus, For deaduaa (Rose Glow Barberry) v 3 1/Z noose b•hwr atljsowt wally paviaL Mwshad Idalkr►ate..tr sAow for lath sees w'Ciaut.,alt"snr fait(tar m app.i+a,) Pa owraraptt uca use"Ciro trait"Tr«Tks Ua ae 3a CP cOTOARASTER PAURY I a gal. 6'o.C. Fitlra a-ubas siall ran- d daroula o a low was to povuds P,• •lases appreveA A pry wires or a nwonum 2 sumul twuaal 12 pa,ye (Parney Cotoneaster) sac am, Fla AW old boa Wada drag met stalk r�await paves ale. IS EAC ZooxyMUB ALA?A •COMPACTA' S gal. {'o.a. GUM14D CIJVU PLANTINGS: husymc plant uric•to 2 Ir wrta rout spud anil add•nil raiz (Dwarf-Winged Etionytoss) Prier w sus poponslott,d arwf*O.34 aur udababw woad or also romb oewtraacla plans. SuRga rows 7 BM HYDRANGEA MAC/OPHYLIJ► 3 gal. {'O.o. alp ser�sdw W..4winmid--dote-AW Il_�- aaltetsahisr1-m 34 WW1 NANDINA DOMISTTCA '1WYER'S RlW' 30' 31o.c. MULCHING OF PlAN7YNGS: Mtklt plat"was with approved usdua grind bwAk4k or& (Moyer's Red Nand ina) -L HAINL 7Li TRae Tltrb Mmirru LM. FM trot and 98VA Nuc Coarraoial Mia bot nwkh to o daplh of 2 i em o round cow- -sa tad 3 inalm ir-pbuatutgs 16 PDM P I ER I S JAPON ICA 'MOUNTAIN FIRE' S gal. {'n.C. ,,Vau-3 orbtmico•ttutno sso50%slowrdatsinsaaropsa �la,�a,rs.r�� (Mountain Tire Andresweda) PLANTER ISLAND DETAILS tslorey Mw(s 16i)wKh loo anlr4tnts Fa lawn mar area sane 25-s•I(�2X iron w(Ih 7l'K LAWN-FINE SUDED AREAS: Alar saws have twen preparrd as danitad undrr soil 11 PJV P I ER I S JAPON I''A 'VARI IGATA' 5 gal. 4'o,c. ray nslaft rslttepaa'Grandr ggtwa. pitproion.Mor or dry`lawn,trap to telp"stale►•w!inure a smoatli,firm wad movable Isom (Var ieg,ited Japanese Pieria) ttu��r wa AWycwwrweul14thaer(M-164)a 125bs per 1,000bq d,pw,lar&PU nat25ba pr f PI.O PRUNUS LAUB. '(YI'TO LUYKIN' 5 gal. 41o.e. � --- Lr7• J. F STAKES (Not to scale) OM PMARA11 N: I:calk i rwa•y motWA%w a rauowAm dqM d a.Atm Wetove d 1.000 p a sad ralm w%vwk Into soil.aloe. UauWish a mer,sine bemuse soya bet ma,rtatnl Otto Lu ken Laurel)re 1) - /Marr(Guar I°ease),•finita satxtw,lay atrmP%of vtlsdoll q�debris.or aNaalrwp OW- rads•,sudor and tours ( Y L rK:CN 2 1/7"t tM. 14 RB8 RHODODENDRON '80MHILi.B` 21-24" 4'0.0. t ata(sd up is werbi me &W shd bo da boarrAwA&w lustre. twat awoadh and liakaiy noarpeu (Bawbe l l f Rhododendron) "O -- hilar Clsa{)IMt AT Tt7P OSMWoplutaratius.IoafnaltWBtsdaa LILED Nlhnu.alW,rsoul ewiasw(;toapprirabltsawbtwa Nartoxiaat..ad.eedl Submit 16 RAK RHODODENDRON 'ANAH KRUst':Mxa' 31-x4- 4•o.c. " T, r GT'i••IOLtC!NOLISID • ABJvE ' OWnmd satalp& Sow sends wkil a nwab weal almonds r a 1 dwn rue at spec"below Rake (Anah Kruschke Rhododendron) j / 4wv �Mr OIL 1s'PUAkovw old htvr sten dl r dbiuNtroom"A**a Gwslta are(a r appsovad)over red ig1tI7 w provide caves. 37 RC RHODODENDRON 'CILPINdNSt' 12-15" 31o.C. W� ry NeMtc•c Et►CK rtulGN. " at�Lugmeadoovu~aadbwstaft=it ilbotopeofdl. (Ci!_pinonse Rhododendron) F104F SI.EDBD LwWNS Sand Mature, 'Pro-Timr 030)Sun Mix'-r S ba.per 1,000 aq a.(as 43 RDA RHODODENDRON 'DORA AMATIIS' 17-15" 3'o.e. t�N. IIINISW GRADE p vrwb:ATwh: Toe Commas 'aw coolly the Lansbalas Anum 4s ban in advstsoa d • saspplial by finite A Hopkins W.td,l'o,dard.Qrrarra)-or a appxrwd (Dora Adnate is Rhododendron) si•Ms•L ----PI.ANTN'dr aG11 AND isltarloo ofthe plants Pod bill"Ad be approved by aka Laaslaapa Ardam 7 RGW RIIOOODINDRON 'GOI(IR NAT ERIR' 21-24" 4'o-c. FIQ!ttTIL I Z!R Al.IV-r- D r NAT7vY WOODLU ARiYa Seed Mixwra."Companion'-r 10 bs per 1,000 eq a (m agww (Gomer Waterer Rhododendron) _ MANTIp1I`HOLD: L+y amt d pit iseam wd a'mini e i alto Boss Ow*koi s to 2 112 by Hobbs A l bpkirxc Uel,Portland.Qa>son)-or r approval dffUM sow W a alto ta!/Ila ttirl lysyls ate Ytiie Ialaaat dpaat kfls. Dipsu area 23 RJM p;HODODENDRON 'JIAN MARIE DB HONT.' 21-24- S-0-c. -- 6kllTlt�ayp6R.aD$ t I aalefMl7 R dtlbfM3lw esst*4L C�eCh br,aap•rf ptlssitte odla fltrl*eft*,Isi tsptsad tap w OTTLAND sUF*TA- Native Sod Mir•r 10 bo,pr 1,000 sq it (Dexo Mar' de Mont. Rhododendron) 5 RU RHODODEND1iON1 'lnlit7ttt' 18-21' 4'a.c. I IMAVIrMNANCL'-LAWN& Ila IDva awu obal be mmutowd by watmxts,mo in ,remedoll. (Unique Rhododendron) Rn a whew m 60 days dee sobw Aar!0 drys apply Camm�acial Femloar(25.5- 24 TON TttU(E era(Emerald Green I8 'or v itae' 6' 2'4.e. DECIDUOUS or w-. (Etereld (brNn Arborvitae) 10.2)a141 porJ.0W4A MowsWhop atI lir so2'Yd*. Kowa ippeip&WdApiou a8 VD VIBURNUM DAVIDII (David Viburnum) 2 gal. 3'o.c. TREE PLANTING DETAIL oLda, NOT TO SC1r.LE CLEAN-Ik At coirpktios of wort d stars masrhl,spinift•9niPuol eta•slats be ratsoved 255 AC >ACER CIRCINATUN - clump B-10' as shown Mas Ila iia. AM waka,prAoS a odor sso*=sod be swept dun,n,ukb aria.•loll have debris (Vine Maple, Min. 4 Stem) ruaow/sad any Nod dowel eau os6w AM arau of*4 PmW slid be dug -dab ad 3 AP ACER PALKATUM (Japanese Maple) 1 3/4"cal. as shown aowhlMa 7 APE ACER PLATANOIDEs 'EMERALD QUEEN' 2" cal. 30'0.C. (Emerald Quet•. Norway Maple) 4 Cc CZDCIS CANADEMSIS (Eastern Radbud) 1 3/4"cal. as shown (Eastern Redbud) r ''E 7ZarlNFb�'�EL>p MN, r 7 CK CORNUS KOUSA (Korean Dogwood) 1 3/4"cal. as shown I LZ ' r I l .7 CCG CHAMp3CYP(aliendARIHinoBk$ rRelals)LIS' 5-6' as shown r M d l 4 La LIQUIDAMBER sTYRA�IFLUA 2 cal. as shorts •�' I I/ ��M - C - �/' ,� - I, (American Sweet Oua) ! 1 PC PINUS CONTORTA (Shore Pine) 6-8' as shown 3 19 PCC PYRUI CALLERYANA 'CHAYTILMM' 2" cal. as shown A•T W. (Chanticleer Flowering PPM PI UMO/NB -waftiurkil'Pwa ) 6-B' as shown �RA.tND � (Montltfisii Blue Spruce) TO _IYR)m PSC PRUMUS /MIatN?I 'COLUMNAR' 2' cal. as shown TO Be8E 5alal= �6 o (coluwnar Sargent tflwg. Cherry) AT NL*1_,5�'lrr` i 22 TAR ?ILIA ANCRICAtILA 'RXDMOMD' 2" cal. as shown uu (Rao l/ofl4 Aawrivan Linden) SEED TO GRASS 1 Til TSUGA MEI--&aN$IANA (Western Hemlock) 6-8' as shown �t 1. .T, !lYG /050 (FrNE SEED) ^WOW t� -Nt 1 TDr of PC Hom V Be- -Z)( iEFD TO GRASS / / Van-1fa'•L J_ S r. 12v G2E CF�1-Ail l-- (� ' o -i- - ��• �`II'tLIPIGP Al BACOVI" j - u AMU i ' ! / i. Contractor is to verity all quantities. - 1 ! I .. a� 3 1 - 2. Landscaping is to be irrigated by an automatic, underground EVERGREEN TREE STAKING DETAIL system along SII) 135th Avenue, at the entry, along main entry a drive, and in all main pulbic areas as shown. op I Cr At4J I AC / AC_ .r TSP I , - n SEED IN BUFFER AREA l••IITH NATIVE 1 - LAWN / � 01 i vD _ ��/• SEED WHERE DTSTLRJ5FD BY CONSTRUCTION - / /. ILA i t ANAIJALS "�` ' b-"r'�, , Y 2 n I eco WETLANDS -1 I4 Pec (A) 115 I f SEED TO GRASSL�efe� _ - - 14rtV 7_ _.• �(FINF SEFSJ) • r QOa i AC 01 ! •• '. � \ ✓! I I, V _ W. 2 WDM-- � � � % y - \,3 ERV � ,-�� 91 GOC a AUG_ !BTR( I R?M I` / !VD j� ti_. X14 (A) �--� T}(�1d 3 sal �-LA� J Ar A AN ., .rte P. !L ERV. Pfd ;wyc �. ._. _. / 3 - Y'1LANN a NDM y f � r .._ _... t q..,L Z (A) / IAt- LEE/ DA 0.J A •IK� / - I RJM` B (A 4-�'V K , - -_- F \ f l . • 9 ERV. \ iLANN ? q k" 9 ERV I I ♦.• Lar r ., v -/ _. -`LD _ � ---- �. Z 2 ER✓ _o a I 1_ !sac 5 Vp- T VD -�� 7 Bim_ 3 AG r I i i' 2 VD 1 f�1d / �._. Wit" _ 2 ecr� �A) 3 LdA AG `-Y D 3 RGN CAG i -1 CS l + 4 HM ' 1 --- ... --._. ... T 1 I I _1 r Z \ Y LAbNO Ito w t s1. t..t - /,� n v Ifz.k`RY.- �_ s5 ,• '-' t. , tJ� LaASi�2�_. -- 3- -' P.�1C_ 4 RCi+ _ 19[RV '_'.f{ _(Aj Z d:7 LF�M- I RAK 1 O:jM i �... ...-. 7 PLO NGAJ Z AW /� 4 J�_ RAK _ --- 4 AC Ah-4 - ) r� u M11 Z AW ( t7 I /"'� 12 CP L 4 RG 9 P1:O r._' a.I t I I D 4lfJ �^ 1 FW LAWN ! --. _..._ 7 rA) I t� Un. _�nr __ C71 ....� - _. - 13 MN � -3X51 �C _. LO 7�P Iii I 0 3_ N0H I -� i I j 1 2 z �\ LAWN (A) 04 2111 L=E C , LAN4N; � � _ 4 PJM (A)� 2 6=2 1 ,3,\� f� \ -- I- 1 4JM - 4 lA� LA 9 (A) ? _._- C� ! NCS 4 t�GP 1 L.u81 l oCHERMY ._w- li.�w �.. NOM 3. _ Auu! ° ( s l LAI P 1 \ 7 ! �/ -- L�>+u ` ! I'. ,• 7_A�T c nuu L_L4 • PLANTmt 2 fsD �� r !1VW�MPJV I it 4 DTR MAIL��/� �^ LMJh 4 _ C� LANK L Mi L-A 11�1L.•-iO ! T �_I � I 4 �,,t, `L_ X Z ERY Ci-'1?. - �,, a WRv - D 3� 1.A1gp ' 0�I cr - e .WN _(A) sPv- r L'1! d;. aUc 1,-* FA) ' ' e !'") i. r , NDM _._ TM Y - L N:JH * 3 1`RY Ips. ac D 1 Z R7M // `\ 1 I ✓I.ItI el ° 07TEN do ASSOCIATES. tAnaense•ms e l E . .- ata•��•rra I PPM i (A, ISL•AW.� I I GG _rvG i''JN, 3 11- \j� �_Iu' u r .•r r..-.'.�rrrw.� Q. 2 W IM V? 2A j y. - - - 41S1�. 0 5 1_YI? ; f ..'y-- � t�_� � I � �1•� -LAC/- _... 1LZ .. .R C�-:1 _ C.':=J C::.7 � - G C_.IQN 1 --- ,._ ,• _ i • I- I BTR �--'"_ I (A) t©EAG 3 S ✓ -- 6 AH ! / \ �: LAWN 0 GF 2 /D ...-..• rl. I PSs' I • K D S 5 r 5 pC ➢ s _ 3 t - �., 11'-`""fl`�leeJ � w o 1 r AJ ry - - LA IN siF } I 1 I !CP F: �r SEED DlSTU�AREAS ° ' ♦ IAITH NAnyE GRASS SEE /�[►ly�l ', • •- - �►M,1 /�� r= O �' y�0N SEED DISTIIe®ED ARIAS T B W E'N o ° t`y/)�' '' � I_ArIN �tr(. 1•fITF1 NATIVE i�SS S� � O ) _ 1 , � ,� ,,aA r F" I D C R E != SSr T CITY OF'I" MD yr , EXISTING IRRIGATION NOTES: Conti onallyAp roverl......................................... UL It lU!►l1Ud XISTINIs NAT2>lE WOODED I I For only the tuns dye ed In: SEED AREaS DISTURBED BY CONSTtat1CTION AREA TO REMAIN ' PERMIT No. _ b WITH "COMPANION 5EED MIX AS SUPPLIED r ISO@ 14ttor to:FO Wv ; !//3 , T f G A R D O R E G O 1. The Contractor shall examine the site and familiarize himsel, with all conditions B�" HOBBS 6 HOI'k'INS, PORTLAND, OREGON. -- -_--- -- -____ _ .... ...................•......[ ). pertinent to this type of work. Attach............ [ I( 5�GIO��s 'le DffD SCALE 1 II = 30W-Ott 2. It will be the Contractor's responsibility to determine the location of all underground Jpb p� / L/-9 ,- _`1 47 utilities and avoid damage to the same. If any damage occurs during construction It is to be repaired at Contractor's expense. �l� Data: Z) 9 C FEBRUARY S. 1998 3. Piping shown is diagrammatic. The Contractor shall route piping to avoid conflict with •-� existing conditions or improvements. �- 4. Actual field conditions may necessitate adding,deleting,or making minor adjustments . in spacing of heads to insure uniform coverage. S. All mainlines to be a minimum of 18"below grade. All lateral lines are to be a in OVEC I.ANS�AI.1.G?�r n• Jr- minimum of 12"below i;rade pp � 6. Install a 3/4"brass manual drain valve on all low points or ends of mainline to provide _ for weatherization Drain Valves are to be in a Ametek#182101 Box and Cover 7. Contractor is to verify all tµlantities. 8. All shrub area pop-ups are to be 12"nsers and all turf areas are to be.6"risers. 9. A tracer'wire shall be Installed above all mainlines Tape to piping at 10' intervals with �y� ► ILANDSCAPE � standard black`h"electrical tape. '"�' } ,• `"�'n1+�"J'� 1 � _ � 10. Contractor shall guarantee system to have full coverage in all lawn 6t shrub beds. I P LA N _ 1 11. Planter beds at each unit shall be watered by owner from residence quick coupler. A_ � 1 I 12. GUARANTEE.: All materials and labor used in construction of the Irri ion S em 1a El _ ip/ I t� I be My IpLaranteed for one year beginning at the time of acceptance by the L ''� I �i ! Owner's Ralwwritadve. REWN I IT`t�11 OT'I'EN & ASSOCIATES, INC. • LANDSCAPE ARCHITECTS ( tiIT9G(`^13 ,r� ; 1r IRRIGATION SYSTEM LOCATION Fbrn 011ila tltttt 21) tfeaverten,Ckersra 91075 ( )644-5W Fox(SO))641.1091 13495 SW Summellvaod Ur Ntrrns 503 � -.-- , �t 12/5/96 1751,53 ., r I ,�,,il« r L� .,�1�S ` .., 4 I } �.. ~ ,, ,} r{tl7rgFr, '",E"I'•:Vii sy' ,. "_ . Mangum illy.*',. .-,.,...rra •:w:;. :�:.. .. •.. ;,agie,: y.nr:-. ,:,4r`_ �ltfi `�k�r 5:: ,.K'•ca ,A' .. �. .-•'r•+'eua,•r'eetlw.,• _ ,tar...,,.•.,».yap--.e" a..,-w.w•rairrea•+••vw .-.. < ' �. IF THIS DOCUMENT IS LESS TITf11T[lllllll IlllllllllillLl 11111 1111I111I1�.� 111111Tj11111 I�)�111j1j1111111 IIIIIIIIIIIIILI IIIIIIIIIIIIILI 1111111�11111� T1111111111�o IIII111I11111 111IIIII111�� ., THISNOTATION, I II 1 Z I I I 1 14 II II 5 II II LEGIBI.R 'PHAPI TNT• � I I � I IT IS DUE To 'rain QUALITY OF No 36 THE ORIGINAL DOCUMENT. Ow IIII�IIII I,,, ui,,1111lll llliilliilnluluiiuliul1liu illl1uu el �li�llll Isllllllll 9n11JIl n nn�nn Lunn niljuu WATER CON5TRUCTION NOTES LEGEND GENERAL�O1�5TRUICT I UN NOTES _ _ I. BEARING AND BOUNDARY RESOLUTION IS BASED ON A RECORD OF SURVEY O. CONTRACTOR TO FIELD vERIFY LOCATION AND DEPTH OF ALL. i. AN ESriMATED 12x OF THE WATER SYSTEM COSTS MUST BE ON L:EPOSIt PRIOR TO BEGINNING} C )I1STRUCTIONI� 13. ALL SA,ITARY 5EWERR�,&INE5 WITHIN IU FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL BE ENCASED EXISTING PROPOSED FILED AS 5.N 23,214 AT THE WASHINGTON COUNTY 5URVEYOR-5 OFFICE EXISTING UTILITIES WHERE NEW FACILITIES GROSa IF GRACE �N WATER LINES AND TO RECEIVE TIGARD WATER DEPARTMENT (TWD) STAMPED APPROVAL. ON INA 6IN5URCEp CONCRETE JACKET 6• THICKBE FORA DISTANCE OF 10 FEET ON BOTH SIDES OF THE GROSSING. WHERE MODIFICATION IS NECESSARY, CONTRACTOR TG' 4'OTIFY ENGINEER CONSTRUCTI':N PLANS. CRUStiIN!sS ARE NECESSARY, THEY MUST Bf' M4DE At AF'PROiCIMATELY 90 DEcsr•2E["5 WITH AT LEAST 18" OF StP4.RA'i IOM • FSG MONUMENT BELOW THE WATER LINE. DEA CONTROL MC)NLMENT 2• ELEVATIONS ARE BASED ON CITY OF TIGARD BENCH MARK NO. 211. A PRIOR TO CON91'R,JCTION �+ BRAS6 DISC: IN THE CURB ON THE SOUTH SIDE OF 5CHOLL6 ROAD, ?, THE CONTRACTOR SHALL MAINTAIN UNE SET OF 1UJp 9TAM1'tD APPROVED PLANS ON THECCJNIBTRUCTiON ; 0' WEST OF THE INTERSEFC•TICGN OF SCHOLi9C S FERRY ROAD AND 135TH . UPON OCONSTRUCTION MPLETiON OF ONSTTION OF PUBLIC UTILITIE8, SITE AT ALL TIMES. 14. 110 PSIALL MAINS SHALL 5L TESTED AT 150 PSI FOR ONE ll) HCrUR WITH A MAXIMUM L055 OF 5 PSI. STATIC PRESSURE- 40- AVENUE, 2' WEST OF GUTTER INLET, ELEVATION ■ 193.11 CITY OF TIGARD DATU : M. ONTRACTOR TO SUBMIT AS-BUILT DNGNG RAWI & TO THE ENGINEER FOR . � WATER METER 14CATCH BASIN m MITTAL TO THE CITY OF TIGARD 3. CURBS Mu5T BE IN PLACE rRiOR TU INSTALLING WATER MAINS. SUBN Qll[D 15. ALL MAINS SHALL INr' E GLEANED AND FLUSHED WITH POTABLE WATER PRIOR 70 DISECtION. B6J' AER.OLOGICAL TESTS 3. CONTRACTOR SHALL PROCURE AND CONFORM TO ALL COMBTRIJCTIDN PERMITS REQUIRED BY" CITY OF TIGARD. CONTRACTOR TO NOTIFY 10. CONTRACTOR TO COORDINATE AND P,4Y ALL COSTS A550CIATED 4. NOTIFY TWD 48 HOURS PRIOR TO rNG ct11-ENGICC>N5TRUGTION TO SET UP A PRE-CONSTRUCTION MEETING. WILL BE TAKEN BY" 111,10. MANHOLE O CITY, AND ALL UTILITY COMPANIES 48 BUSINE65 HOURS PRIOR TO WITH CONNECTING TO CITY SEWER AND WATER FACILITIES. TELEP. ')NE 639-1554. 16, CONTRACTOR TO PROVIDE A EGLIF3E NO. 88 SAMPLING STATION MANUFACTURED BY" KUPFERLC FOUNDRY, St LOUIS, Co START OF CONSTRUCTION, AND COMPLY WITH ALL OTHER O RECaU OMMENT5 OF ORS 151.541 TO 151.511. 11. CONTRACTOR TO REviEW AND CONFORM To ALL C(.7NC.LU510N5 S. ALL WORK SHALL BE IN ACCORDANCE WITH AUWA STANDARDS. ST TIONS THE SAMPLING STATION SHALL BE 2'-O" BURY, WITH A 3/4" FIR INLET AND USI HOSE NOZZLE. ALL AND REGOi'1MENDATIONS MAGE IN THE SOILS REPORT SFECIFIG: STATIONS SHALL BE ENCLOSED IN A LOCKABLE, NON- RL-T�IOVABLE, ALUMINUM-CAST HOUSING. WHEN OPENED, 11-IE � WATER VALVE 4. ALL EXISTING: FAC- CITIES TO 6E MAINTAINED IN-PLACE BY TO INIS SITE. 6. ALL WORK WILL BE INSPEGTFD AND <.PPROvED BY TWD. STATION SHALL RFOU IRE NO KEY FOR OPERATION AND WATER WILL FL OW IN AN ALL-BRA55 WATERUJAY. ALL. U)Ct�KING THE (,�ONTRACTDl�2 LITIEUNLE8S OTHERWISE MAINTAINED - DIRECTED. PARTS WILL AL50 BE OF BRA55 AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. .> COPP':R TENT TUBE FIRE wfDRANT CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECE55ARY TO SUPPORT, 12, CLASS "B" TRENCH BACKFILL TO BE UNDER ALL ON-SITE PAVED 1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT LINED, PIPE WILL. BE 1YTON JO'I,NT C'JGTILE IRON, ISTANI�ARD) WILL ENAB' E THE 5TA710N1 t0 BE PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND TO MAINTAIN, OR OTHERWISE PROTECT EXISTING UTILITIES AND OTHER AREAS. GLASS "A" BACKFILL TO BE UNDER ALL ON-SITE NON-PAVED CLASS 52, MINIMILk 54GTLRIA GROWTH. THE EXTERIOR PIPING WILL BE 5RA55 AND A 1/4" BALL VALVE SHALT. BE PROVIDED THRUST BLOCK • FACILITIES AT ALL TIME DURING CONSTRUCTIOt1, CONTRACTOR TO AREAS. ALL TRENCH BACKFILL SHALL CONFORM TO TIGARD W<.TER IN PLACE OF THE 1/4" PET COCK ON THE VENT PIPE. LEAVE EXISTING FACILITIES IN AN EQUAL OR BETTER THAN ORIGINAL DISTRICT AND UNIFIED SEWERAGE A6ENCY STANDARDS AND 8. 36" OF 3/4" MINUS GRAVEL COVER FOR ALL WATER MAINS IN STRI=ET AND F2I<�HT-OF-WAYS. n TELEPHONE RISER CONDITION AND TO THE SATISFAG710N OF THE ENGINEER SPECIFICATIONS, c3. TWD WILL INSTALL ALL COPPER SERVICES ANP SAMPLING STATIONS PRIOR TO BLACK TOPPING OF STREETS. WATER g. ALL vALvE OPERATING NUTS SHALL BE .JITHIN 36" OF FIN15HED GRADE, OTIIF>r1U15E vALVE OPERATING NUT METERS WILL BE INSTALLED BY TWD UPON INDIVIDUAL REQUEST AND PAYMENT BY DEVELOPER , SIGN AND P05T i S. ALL WORK `HALL CONFOR'•I 10 THE CITY OF TIGARD STANDARD DETAILS 13. AFTER INSTALLATION, MARK THE END OF ALL UTILITY" STUBS WITH A EXTENSIONS IJILL BE REQUIRED. 41-4D SPECIE l ATlDNS, TIGARD WATER. DISTRICT' AND THE I.ATE87 EDITION OFPt2ES5URE TREATED 2-X-4 P037 PAINTED WNITI? AND WIRED TO Is. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER SHALL ADVISE TWD OF i;i LIGHT POLE THE STATE Cr REGON OPECIALTY PLUMBING CODE. PIPE STUB, P05T SHALL t TEND 12" ABOVE FINi5HED GRADE. 10. POURED GO►,GRETE THRUSTBLOCKS OF AT LEAST 6 &XARE FEET BEARING 5URFACE ARE REQUIRED AT F_ACH THE TOTAL CONSTRUCTION COSTS N WHICH WILL I ADDED TOR. FOR TWO INSPECTIONS, WATER LOSS, OVERHEAD, TEE, CR055 AND BEND LOCATION. ADMINISTRATION, BAMP"�ING, ETC. AND 2�t FOR ENGINEERING REVIEW, INCLUDING "A8-BUILT" DRAWINGS, UPDATING MASTER ;; }'J POWER VAULT 6. ALL EXISTIW;s OF. CONSTRUCTED MANHOLES, CLEANOUT, MONUMENTS, 14. PONDER TELEPHONE AND CABLE TV TRENCHING AND CONDUITS TO BE MAP, INTERSECTION MAPS, ETC. GAPS VAL✓1=5, WATER VALVES AND SIMILAR STRIJCTUIZEB SHALL BE INSTALLED PER UTILITY COMPANY' REQUIREMENTS WITH PULL WIRE. It. FIRE HYDRANT ASSEMBLY CONSISTS OF AN MJ X 6" FLG 'TEE, 6" FLG X MJ GATE VALVE, 6" MJ X MJ HOLDING �� A',')JUSTEU TO MATCH FINISH GRADE OF THE PAVEMENTS, SIDEWALK OR VERIFY WITH UTILITY COMPANY 81ZE AND TYPE Or- CONDUIT PRIOR TO SPOOL AND A MODERN MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5-1/4" MOV, 3-PORT l2-2-1/2" N5T �" � CONIFEROUS TREE � RENO LANpSCfi,PE AREA WHEREIN THEY LIE. CONSTRUCTION CONTRACTOR TO COORDINATE WITH POUTER TELEPHONE H05E CONNECTION, 1-4-1/2" NBT PUMPER), I-I/2" PENTAGON OPt`RATING NUT, OPEN LEFT, COLOR: YELLOW- �� DECIDUOUS TREE E~ RENO AND CABLE TV COMPANY FOR LOCATION OF VAIN TS, PEDESTALS, ETC. APPROVED EQUAL MUELLER CENTURION A-423 v v v EDGE OF A.G. 1. THE LOCATION AN.:) DESCRIPTIONS OF EXISTING UTILITIES 15. SEE ARCHITECTURAL PLANS FOR 91ITE LIGHTING, DIMENSIONING AND WATEROU5 PAGER 6190 - SHOWN ON THE PLANS ARE COMPILED FROM AVAILABLE CORDS CONTINUATION OF ALL UTILITIES INFIVE IBUILD14ab. CLOW MEDALLION CONCRETE WALK AND/OR FIELD SURVEY'&. THE ENGINEER DOES NOT GUA N'TEE THE ACCURACY NOR THE COMPLEI'E-NESS OF SUC RECORDS. CONTRACTOR -- TO FIELD VERIFY LOCATIONS SIZES AND DEP H9 OF ALL xIStING UTILITIES I?. EACH FIRE HYDRANT SHALL BE INSTALLED UPON APRE-FORMED CONCRETE BL �;IC WITH I-I/2 CUBIC YARDS W WATER LINE TO FIE TO ORDERING MATERIAL AND STARTt CONS TION. OF CRUSHED 1-1/2"-3/4" DRAIN ROCK TARPAPER WILL BE LAID ON TOP OF T}'F DRAIN ROCK TO SEPARATE ` GAS i_INE I THE ROCK FROM THE EARTH COVER /� 0 iSAN - SEWER LINE STORM LINE 1 I ' j 34_29 N45.31 5 �A btb�'� I 23 39„ EE 38.01 N 8 OI' � S -43 9 _ 48.4 86' ? - �-. 8 19• ll' 41" 's 6. 43 i I I E �'46O9�S 4132 „ 46 C8 SAN I TART' S UJ R NOTA S - 54.11 __ . 43. _ " ea• � 2 i 5 8--3 9 ,4�38R�V I�T I ONS il" _ _ 46.11 49.64 N 85. 01' 26" W __-^bb 48.11 N 86. 02 38, E g 1. SANITARY SEWER PIPE TO BE PVC IN CGNFORMANCE WITH A5TM 586. 35 22' E N 81' Ol' 31" W 24.24 N 82. 2t 23 CB CATCH BASIN C.5D-3034, SDR 35. NORTH PROPERTY LINE OF i GL CENTER LINE CITY GREENWAY TRACT CO CLEANOUT RIM INS ( 2. ALL NON-METALLIC SANITARY SEWER PIPING SHALL HAVE AN I.E. 18" IN SOUTH • 113.11 ELECTRICALLY CONDUCTIVE INSULATED 18 GA COPPER TRACER WIRE GONG DWG DRAWING RAWIN I.E. 18" OUT NORTH ■ 113.64 / f THE FULL LENGTH OF THE INSTALLED FIFE U31NG GREEN WIRE FOR I.E. 12" IN NORTH ■ 113.51 SANITARY SEWER PIPING. EXIST. Ei�i871NG I.E. 12" OUT & TH 113.44 DIP DUCTILE IRON PIPE ` OIJ ta= FINISH FLOOR -- I FH FIRE HYDRANT IE INVERT ELEVATION I LF LINEAL FOOT CIA ap '" MN MANHOLE r, MTR METER PVC POLYVINYL CHORIDE PVT PRIVATE G.B. Rlhi 119.69 _ � �z e \��1 I.E. '14 .00 T NORTH � I SAN SANITARY Sc STORM DRAIN I � I STD. STANDARD TB THRUST BLOCK ui W/ WITH R I I 1 I 25' BUFFER ADJACENT TO . , c WETLAND BOUNDARY Q I ( I I SS w I 3+ I 3 I ` c i I - SOUTH PROPERTY LINE OF 110 i \ CITY GREE1`:UJAY TRACT _ NORTH PROPERTY LINE OF i 1N I �\� / \ +�% S` _ FIELDCREST GC?IJRT - 9�J X43 - \ 3.v�, APPROVEC} SOUTHERLY BOUNDARY � ► C7� OF MITIGATL=D WETLANDS - r I ' I 'r -- ' s s4 X839 /-\ __� � ,�-___-mss• ��--_'��--- �� +r III3 - � 6 88' 22' O6" W _ 3 r�, ,o -� ` - N�'� 6 lam"/` / -- - -- ,_ �,���.. �♦' _J � e' w�/� \_ w42J. , x 180 f ,/ 00IF DAVID EVANS AND ASSOCIATES, INC. ENGINEERS, SURVEYORS, PIANNIERS, LANDSCAi F ARCHITECTS w • IL"---� \ 1 �" - ° 2Vfi S1 CORRETT AYME POR1,VD, OR 97201. (5)9 23 6663 Y I• I ` .. r RIM 186.18 ; CRC. I.E. 18" OUT NORTH �� ' ! /`' NI �.` C U R T • 119.80 -. I / 4.71 ACRES I/i �/ f i Io h TIGARD, OREGON ° -� ---- ��- _ -- - - - -' - _ -� ° Ro Ncr Nv. MCMY00014 OD1 _ �A / . � C� � _� Q - ,,., v� � -----_ -- _ OA f E , M -J O r FEB. 7, 1996 4 art` ""`' � �. '��'_.���� ^. rl� �:, • REvfs1&4E , JDA7r oe^rp.rrnH , 4A T SAN I - :� ��� ,� Fr RIM wa - 03 W •�`` -`•} I I r 'vyY •i i,-.Y �� ^L� r� �'"�� �� .�? Y•r �-v�v'� T'C 1' �y.y. Y.'\ WOOD BARRICADE x I � O 10 ?O 30 60 120 ` I x SIDEWALK I Q TOPOGRAPHIC SURVEY BY DAVID EVANS AND I ASB 'UCIATES INC. SEPTEMBER99 i4 EXISTING I 4 l •J CONDITIONS PLAN I : 4 •° C 1 A1 .SMIMILM00d Drvp4afall Y h w ..}}... , yyp,p.�q ''►n+ .1 ."� .'Gry .i ..e. IiP' ," ,.. .♦ .. . - .. ,) -;. ,1}" ♦ s r. ._ ., 7 ,.. dY. l ,11N �6134�y'1CFtr �'tS'-�''ir',- , -,. ... d ... �•;.:K ... ..... , ljf 111 III I i 11 . 1 III i I�I�iIa1l iI - -- 11 111 i I�I l-II-I l 111 111 i I kI LI-I--I iIII Jill�11111 TF THIS DOCIMRNT I. 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COMPIMSSION STRENCaTW IN 20 DAYS. CR 0•NY-C`CdTADTEO ROCK OVER 2. CONTRACTION JOINTS &GALL BE CONSTRICTED AT ALL POINTS LIR6 4PIVOF CURVAT NOTES: HoW GEOTDRILE FAdkIC AND AT MAXIMUM INTERVALS OF 20 FEET. NNE IMR !. APPRDJAL 20 M.FPL:N'1 VO OF EMOIYDER TO EP'4-' OF d4g1LDER UEEL LOADNG CAPACITY AT%0p LEE.IGRJEE VEHICLE UEIGMTA "OATUNAPa2WD- (F OVER RIO, IN LENGTHI 9 DROP GURB 5EC710N PPR�vID RNCTIONE FOR EOTN I-WAY A1C TUIO-WAY N'PUMLIC unuTY EAEEENT a.CnG LOT necN4TAGE G9 NOT To OCALE EMERGENCY ACCESS ROAD (� NOT TO SCALE I I I \ m I 1 \ I 3 AWGUT AND REMOVE N I CB 60 LF OF CURD \ I T I ....780.3 -} 1 u ` ° 1 100.3 --- `~. 2 MOUNTABLE CURB CONST. CONC. DRI 7 1 •.1049' ""�. � _ � � ��� -._ APPROVED UIETLAND BOUNDARY CB PER WASH. Co. DR4. 1 - NO. DW-203 -.....- -..�. IB3 5 QT0.3 ' �• Ifs 75-FOOT BUFFER ADJACENT _ .._ - / 4 - re •i p Z_ TO U,ETLAND AREA y--' _,..� \.\a 161.3 IBS --.---1024 110.3 - _-`�- �• I �� I '___ STRICT UkEi CNAI ( � �•` -' �--_IRO. � '`�� - • / r • GB RAMP9 B 5 1184.5 1 � I �- _ - . .. _� \ 5 � •008 IB0.3 ` .. ..�..�` � r � I . IBIS -� __- __ �--- j / I 803 K IB4. �, 0 h ..- ! !T \\ 3 ^� i IB4. b _.ice• 4.5 /Sv" DAVID EVANS AND ASSOCIAM. INC. rO /" - , I C7 IB6.5 .5 -.. ' i- -. - T ]oGw®E,SumsTIES. MANNT". IArMOt AWINTMM 9 \ ` IB .9 / R&B]. YE T MITIM APORT.UNO.OR M1 (EW)W ME IB4.9 184.5 I i 107.5 WIN I i � r � - � I "- �- a _ /166.9 � ,,,''-'" � r on pow 1 V I I ".� � - - �•� ^ I r �FTF D C R E ST r ``� 106.9 IB6.5 156.5186.9 I � �._.-_- I �� - •\ a ,B� 1j _ ko!(s Ferr�- I.E. IB" OUT NORTH '06.3 I NNS IB6.5 156.9CA . I1S.00 I \ ( c �- __ 187.5 1 156.5 !._ I �w • By SL T5 re Is 4 T.S1".s B6. 66. I TIGARD. OREGON Wo\ MCMYOWI - T 107.5 IRT v4- , '� IB 109.9111. Ho. 30P4.0Y/0 oert PER. 7 00 - 08 1. � _: �. � 1... �.-lt,-..v. ,. 1 _- %• _ � F���_ � �\ Mvnnxa• MT! 44MTcx, I I . f !A I . • REM III SAN � � I _• I^ a y « � , I -_ Wi . i, z r�. 'L• t � � �o •r! � - , .� 3 _ � '�-" �.( �IBB RIM IS . O.BB • , r I x y, _cC I TEL YTV '�I 1\•\ RETAMOJ6 WALL WOOD ORRIOADE- � / •mac. •,uc RIM . I88.TI--- I IT c220' EMEBENC7 ACCE85 ROAD GRADING D I NG PLAN SIDEWALK AND PROFILE ,Y \ >...T � . C2 3 Nw summcrwood Ur E. � rT TIUF pacuneNT is Less TIiIII911111111 I IIII l -111 11 I IyII I I I �I I ' � }D� {1/Na]l I I {•+y•I�, I II11 �LRGIBLEpTHAN THIR NOTATIONT4IjTlI ' I �ThIIDtj�� IIOI IT SUP TO THE QUALITY Of l &gwsf as i9w THE ORIGINAL DOC'1MENT. VIII IIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIII IIIIIIIII IIIIIIIIIIIIII1IIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII1111IIIIIIIII1IIIIIIII IIIIIIIII111111111 IIIIIII 1911111111 IIIIIIIII IR11DD IH11111111111 30X GURi_EX HIGH VELOGITT i ER051 ON GON 1'ROL BL ANKE T PLACED IN 5WALE TO TOP � J OF BANK. FOLLOW MANUFACTuFZER 5 BEVEL END OF PIPE 3 I l / TO MATCH SWALE END /GORIGINALINN5GR GTIONS SLOPE D iNSTALLAT ON GROU ND - ---- -- - - - ---- 4 STORM SEWER ` -� VARIES OUTLET PIPE 50OX MIRAFFI FILTER / 12OF b" RIP-RAP F:ABRi EQUA C OR APPROVED FILL. v41ED 3 W% 3" 2" A3IOSUJAL_E TYPICAL PICAL SECT IOI `� 1 EDUAL CRUS• ROG< NOTE: PLACE RIP-RAP ON END AND 50E G3 dCAL.F� NOPE l SLOPES TO A MINIMUM OF 2'-0" ABOVE SIUALE BOTTOM 8 / I !jj!M,! EEWER OUTF-AL L L � y, •EDGE OF ��:CUT � �' `G3 . _ Er�GE SUBGRADE � BAG+CSL PE �y • r " � 5.2' 4� ,.,,� � •I� _' - ' �. PAVEMENT- EDGE OF ,.r! > / / � •' �_ A 5HOUL.DER NLE f _ FRAME AND 1 �♦ '� -BOTTOM - - = GRATE T NOTE. INLETS ARE O �� RN BE LOCATED 2 ' _ FRGM CURB AND 1" BELOW " - �---�_T Tom BANK OF BWALE -- /- --�,:r'' FINISH GRADE. TAPER AG TO MATCH F'N 5H CULVERT / _ HINGED CLEANOUT ---28" x 28" G.I. GRATE c -� PIPE NOTE. �t GRADE. 5PECIFiCATiON5 FOR CONL-RETE ,-'.5.7 - .• -'' E a' �6' ~PATIO W/ BICYCLE BARS gp1 - • AND h SG MATERIALS USED IN -� OUTLET EUTION T �M PLAN '0NCRREN0.8N HALL D -15' BEND OR OR FLEXIBLE -" HIGHWAY GONSTRUGTION." _ r• COUPL INC - -- - - _ - --r- :., • , ' ?OP OF SHOULDER r - -- - \ 80.3 7 P 6" MIN. DITCH �`� ��- "'--�� 5' PATIO BOTTOM, PIPE SIZE AS 5 �NN1.`,�Lc''�..1' 85.5 °HOLLN ON PLAN 30' I DITCH BOTTOM t ` r ALT. LOCAT!,�N yT'------1L-`I of TRIPE 1u -= 5 3105WAL E DPTAIL. --- G3 SCAM: 10 ■ ZO' LENGTI-' VARIES ---. - 24" SQ !O GA. OR /4' I I.E. AS 5"OLLIN PLATE INTERIOR ON PLANS EXTERIOR PAINTED '~ 1• %9 - / W/ ASPHALTIC PAINT Y i - SECTION a^a ����� 2 SYPHON CATCH 5ASIN c3 eCAL.E� NOPEDETAIL 4 J' TANDAirD DITCH INLET G3 6CAL.E• NOW � I 1 � I STA. �_++O_O LINE "_10 LINE G-2" I STA. 5+13 LINE "B" cYl •� STA. 1+00 LINE "B-I" STORM SELUER MN - ! RIM Iea.B ~ • `- NORM SEUJCR MH \ `� eC• -==� I I RIM 182.E I.E. 1-18.61 8" I.E. 118.18 6' I.E. 118.43 6' I.E. 118.28 12" •� I.E. 118.60 8 � \�r -r 180.3 I.E. 111.93 12" a6573- IOSWALE E_1' J6° -- 80.3- _- - Y--- 5 C.Y. RIPRAP 6" OUTFALL I'8.5 13 - - - STA. 2+49 LINE "C" Q I I 5TA. 1+00 LINE "C-I" - IB LF b" l3 3 - STORM SEWER MH 5.0.010 i - - 64.5 184.5 1 180 3 118.3 RIM 11.81 / -7 ITCH INLET 4 �-•��' \ I.E. 111.81 8" 1``-" ' CB ` LE. 111.64 12" LE. 113.00 C3 - O W -- 1 4 5 - RIM 184.4 ll' STA. 2 453 LINE "B" T I.E. 111.31515" J - • 1. LE. 111.90 S I ORM_ IUER DUTFA�L / _l 181.3 --- --� I STA. 1+00 LINE "B-3" --14, ` I �` _- ` 5E;IY. RIPRAP STA. 0+10 __� �• _ _ _ � 8.3 STORM SEWER MN +1 - �' l r 1 182.9 /7� _ RIM 183.6 �� 1$ J GB STOW ORM 9F.hHE OUTFALL ! �------_ - - I � I.E. 111.23 8" _ _ STAB 2-85 STA. 1+00 _ �i� �) o -- - ---- co I I.E. 11b.66 15° -- - LE. I]��95 k I RIM 184.5 zl 185.5 I.E. 18.50 I STORM SEWER MN STORM SEWER MN / �/ ~ \1 i 181.3 I - 182.5 118.3 - RIM 183.8 CB RIM 180.0 GB A 15 r LE. 180.50 A.3 l8 15 _� I.E. 115.90 8 ✓ - .5 >Z a RIM 183.RA, 4 -- - 1 RIM IB3.5 3' 4. 1 .- I.E. 115.1, 15 RIM 18 O - 0-)TA. • +86 -- f_ f. 1'19.50 ---- - o _ �3 1 �-� I.E. 80.0 ---�� �a ,.• �� �� u LE. �g1.31 I _. �.. ;80.3 I ..� - _"f 1513 - 85.5 6 r 184.5 - I I C ~ 182.9 P� 180.3 ;80. �_ 20 LF 15" / P13 i''� LE. 119.42 foaI pv a 580.015 i - 411 85.5 JO w ( C_1 - 130.3 1 -- 1 • . - L .�` W LF 61 !� _- �i A� -1.�: a 180.3 "�_ _ _ N h= I.E. .50 411 �\ ___ 3 18d 5 15 .5 �1 180.3 ----- .E. -- - ! I. 1. 181.50 185.5 / '// Ip 186.5 411 O �. 4 GO LE. 119.5 -- 184.3 2 I 1 - ----- e2 3 162.3 -i _ - X 1 - I 4 182.3 182.9 e � �Il -1` W RIM 18 4 B5 5 183.5) �.'.�. __ ' - _ 184 5 LE._176. 180.3 1-! a C 2 - - l9 _ A 3 _ , - TA. 3�4 iN� 113-2 LLl 1 _ -_ I:: 186 5 -- I � .. 84.5 f �- r BTA. I+0000NE B-2' I 87C 184.5 u_ REI- 1,B .3 611 Z �!3'�1-E- O .ACS- �� �__ _.. _. - z_ I.E. 183 508 5 I r ( 187 " �, �� G�_-,� DAVID 1;VANS AND ASSOCIATES, INC. - O I.- E. 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Co. a Revisforis CATE V) SAN W -- --- - -- j TEL 0 10 20 30 60 120 a) RIM 188.11 BARRICADE C3 k x ru 51r�EUJALK 111 4 ty X SANITARY SEWER 1- PLAN AND PROFILE 3 C4 '.1196-0013 1,11145 SW Summerwood Dr IF THIS DOCUMENT IS LESS LEGIBLE THAI' THIS NOTATION, 4 I I I I �' I I I I I I I I }b 1 1 ��l� f � IT IS DUE TO THE QUALITY OF NO,so /o1w THE ORIGINAL DOCUMENT. 9 - Lit- 91 T I 1_�_T-11 g T, 777 lit,111111 1-11-11-61 F;I,1 19,Lill 1-111,ilill 1-11 It,,ii1ii I tii I ilm timli iii�rmli 111111111 I'llIl Ilillill'Ill 111111111111111111111111,11111111111111111111, 1 1 1,,�,,, i,,,tl,,I I A. ig, .....112111111111 c [4 04 r a YtT[. O THIS Im r WAW PULL K MMU) My TO PIK tla p p p not r [.• a un. , 1O O S O O O O O I O O O \ /may) aO❑n \`� � aAN:�A LIK �1 A A B I _ � 1 ❑D❑❑Q❑ Lowe rM4ae corn SANITARY STORM � r — Q'I,L� ❑ S MO /xt[ 41101 A[aE 3/4" SWAM Q❑C1❑OD -� r .1 IptT IS. IY MPT" wTtKn rlYlaKP MAP[ r tTR[[T � •- o❑O� PUT IwY �[yPrr[(�11 AID rA4[ IKE ITAIOIAn rIANI KIW +� SET PI IN MYntMK IIMWW, G -I MK nw IT- "r r TIK, 1,EP [a%NtR1< rMa.E for B p Ta r U.1TIN1 � _ . h- 10.71 THEY IT a 411• '1 Tlc T• 1 I 6' - ruail Rltu a + UNDISYAYaT RECTION 6-B M• ra PIK IA cANT. rut° 6• 1.• a UNIT lwtx IT: Itt a I.A- " .. �al°AR,(R AM _ I RECTION A-A 6� Ii• RAN. ra voaT[ PIK ' r' V4" ALLEN HEAD BOLTS I i.23 ��y— T LONG P ECE669D v NOTE& TAIL 1n IY PKa I. USE SU13URBAN TYPE ONLY IN NON-TRAFFIC AREAS. .--RP •,,i n,�.'.•,'•'. ra,alet[ w 2. COVER AND FRAME SHALL BE GRAY CAST IRON ASTM A-48 'LASS 30. 1 NMI willal t•o' :• !' I:•.; : ' .rL(�1� alem 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. RR[ ARM. I ,4 f ••0' YINIXRIR n' um C[KAQTm 4. NOTCH LID FOR LIFTING HOOK. Ioban m IT DAK wTa IAlIV4•-OI SUBURBAN AND STANDARD STANDARD MANHOLE r2 MANHOLE FRAME AND COVER s CLEANOUT RING AND COVER ^/ �ro NOT TO SCALE TIME' Ia[Ttr9nLETS K 1{aIIW __-1 • '' 4 MANHOLE WALL I. RHAIATIII 6° W m \r–DETAIL 1 4 yy I \ tYK IWAC[ 4 ` r I � aItVT nun amTx �:.. STEP ABY Par woovm c• . • . . -- I (MEAT To 0101m DETAIL STANDARD CART IRON I FRAME AND LOVER WATERTIGHT PIPE PLUG r.4a[E IS rwrw =R Him AMY [.4M 3-3/S" FOR PLASTIC SAFETY —� FINISH GRADE STEP OR 4" GALVANIZED STEP L curawAY vlew r• 13" NOTE, MIN o DAVID EVANS AND ASSOCIATES, STD. MANHOLE INC. CLEANOUT INSTALLATIONS e I ° GRADE RING ane . NURr[TON, "NMI MmKAP[ AKHITT473 1 ARE LIMITED TO EASEMENT- I PROVIDE 3/4" -O SMB 31. COM AT"PoRMm,a=I (flow-m Wren" aunt I I m ALLLLOWED ON A TEMPORARY AS OR MAY BE FORA MINIMUM OF 6" I .•o.n:, STANDARDAN w,aE °. AROUND CLEANOUT rRM[ o mra � BAsIs IN RIGHT.oF-ware. 4, I I• � O W E/N t[1 rIW[ IY TV RIMYw i,• fRCY - - ° I __ 1 ° F I EL.p C R E ST (3� ;4@NNINT TV o SO"ITE o 14 coC V U ap11T Tar FTlrin ELAN n° PA[wt °• • .' rrVaAvm KWIC 4A 7 LYL2.] CONCRETE +' NOTES: l� •_°_°_�O ___. __ y nraw r• _ I.- '! ,• rxet RIKN. I. HOLES PRECAST OR BORED FOR STEPS SHALL BE VERTICALLY a DWhl1oM1-S SPACED 12" CENTER Tb CENTER 11- I 3/4 O I G A R , OREGON F.- ___ ____________ OT T Y, fIY PUN. Ta 7. MANHOLE STEPS MUST BE TIGHT AND FIRMLY EMBEDDED. THEY °° _ x ' 1•rrT. art ' caUltT[ PIK MUST ALSO MEET THE ASTM TEST FOR WITHSTANDING FULLING OUT ONCRETE nnamc x° MCMv0001 ° / !!"CASED WYE MCM-401`4 MATERIALS: 3/4"-O - 5 • •;'it,`:'•-- GALVA:NIZED�„\ 'A, �• S �- NO. 6 (3IO /4" DIA.I GALVANIZED OEPO -IED REINFORCING BAR n.n FEB. 7, laa6 RNG EINFORCIBAR CONPOR'lIN T WIP.I ASTM A-615 GRADE 40. t• .' ' 'I •• t '• GALVANIZED COn7°ORMING WITH ASTM A-173 STANDARD CLEANOUT " """ A'4 `"' . . • It- "PER covetm aMT[t n/4Y1 • 1'P• YIM. PLASTID' Cr NOT TO SCALE ' tl MUST CONFORM WITH ASTM C-4191.o ���•� �•� � � •• � L STEEL RE'NFORCING BAR MINIMUM IR" GRADE 60. MEETING NEOUIISMENTS CF ABTM A-615 ENCAPSULATED WITH INJECTION MOLDED COPOLYMER POLYPROPYLENE WITH C SERRATED SURFACES 1 s MANHOLE STEP YrtT I �' FLAT TOP MANHOLE cb UNIFIED SEWERAGE AGENCY OUr- NO. 140 DETAILS ' lA �� NOT TO SCALE THIN r I C 6 I 11194-UU13 1 • ,•. .• 1 11495 SW NYIIIniemo9d Dr it IF THIS DOCUMHNT IF I.FS5 I r IIIIIyI I�IIIII III IyI, IIIII I IIIIIII I?ITH�r'rtTlll IIIILrtI t'�1)'ifii �IIII�I IIIIIII IIIIILI IIIIIII II1�m�•n'�I lj(hh MLI I IIIII IIII{111 IIIIIII IIII{I IMI LEGIBSLE THAN THIS NOTATION, -`_ ' 1 I (, I I 1 .tI f 51 I 8I I 171 I BI � ' I '`b ,�T( '.•� �^ /ow IT IS DUE TO THE QUALITY OF +I N•.• 6'�tK (i/i'/-r/I✓+1NJ r •7 TNR. ORIGINAL DOCUMENT. I I I 1 1 t I I I L �• I , I I I I IIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIII IIIIIIIII IIIIIIIII IIIIIIIu ulllm uu uu uu uu ull uu IIII IIII uu IIII IIII IIII IIII uo Ilu un un m1 IPU IPU nn uu mI 1111 nn nn ou ull30X NOTES: POND LENGTH > ■ 3_BOND WIDTH EMERGENCY I. INSTALLATION SHALL FOLLOW THC `- OVERFLOW MANUFACTURER5 RECOMMENDATIONS. i j_______ SPILLWAY 2. POSTS SHALL BE INSTALLED SO THAT A MIN. OF 3'-0" EXTENDS ABOVE THE GROUND WITH A MN. OF --- - ---- FADRIC ?'-O" EMBEDMENT. INFLOW 3. FILTiER FABRIC SHALL BE PURCiIASED IN B A CONTINUOUS ROLL TO AVOiD JOINTS. VE gL 4. SPLICE JOINTS At SUPPORT POSTS ONLY, 14L WiTH A MIN. 6" OVERLAP. 1'-O" MM. ----STAKES l2" X 2" :� 3') BIO FILTER BAGS, TO BE Ei4�'TED TOGETHER \�j\ SNUGLY IN LINES ACRO65 SWALE OR DITCH FABRIC B(D-FILTER BAG EXPOSURE - DROP INLET -' PERFORATED DRAIN PIPE - ' WITH GRATE ;Y/• - 1..... � \,/•��� F... - IN GRAVEL-FILLED tRENCN------' 6" MIN. r�r rrrr r r rr J r R!SER PIPE- W/WEIGHTED BASE OUTLET/B-IRY FOR FABRIC TRENCH x 2" x 3' PIPE PES AGN Bio-aAG PLAN aA,.XFILL �. r r 6" MIN---I � PROFILE VIEW . .- -- ---- -- `,R. NOTE _ r / �( �� SEDIMENT UEWATLRIW-a MAY BE ACCOMPLISHED WITH NOTE: A FILTER FABRIC FENCE P?���� 5°�PO PERFORATE] DRAIN PIPE IN TRENCH AS 5HlJuIN OR OR BIMILIAR FILTER MUST BE: I'-O" MIN.-� t� DF' � ° WITH A PERFORATED RI5ER COVERED WITH FILTER CON5TRUCTED TOFILTER RLNOi� r r J V p FABRIC AND GRAVEL "CONE". =401'1 THE POND PRIOR TO r / r r f ,�o � v Q° �\ _ DIScNARc*E FFEOM THE SECTION B-E? �r �r rr �r o op�v v o p ..,'_ r' CONSTRIICTION SITE. �► FILTER FABRIC r r / p �� o a r ON RI ER P PE5 18 DIAMETER T-- - -' '- - J J J ,. . ,. AND LARGER -------- I' FREEBOARD F!LTHR FABRIC MATERIAL 36" WIDE ROLLS ( ( r vv V o q p v Q ;•:. .;.;•:•;•,• STAKE F MINIMUM. ATTACH TO STAKES. ° p ° Q p v ° ' : ' ' RISER PIPE, OPEN AT TOP I' 5PILLWAY DEPTH V �� V n ;4! i t - - - - - 0° v v qoa� Q Q v g V V (PRINCIPAL SPILLWAY) M. 9tA4GE5 - Q� Q ° 4 Q Q r.•,•,•.. . .,. tri^^ FLOW V , 4 VO p 0 p4 O ...:.:.:.:.: :.4 21-0" MIN. FILTER FABRIC --� ° �� OQ v q `.'::. .' DEWATERING OUTLET 6' MIN REINFORCING NETTING, f• EMERGENCY OVERFLOW q SPILLWAY CREST FABRIC I IF RECOMMENDED BY i 1FC. STAPLED TO \ �^FILTERED WATER R . 25' MIN. ° o v q Q ° v Q ° Q CENTER OF SWALE OR DITCH SETTLIrJCa DEPTH - _-- -- EXPOSURE STAKESvv q �' v // Ct - - - ' - - - MIN. 2'rMAX. 4' I a r. . . . . . °vQ° Q4 V q0 Un�p� Qn U ° ;: p:;:;: : ` o NOTES _OUTLET PIPs 3' MAX. DEPTH . ����j RUNOFF WATER 2'LF GITRUN OR�IK h° v �°°Q 4 O a .On �\ ;{:::.:.:` I. EMBED BALES 4 70 6 INCHES. 9T0(RAGE 0 p v / is ';. 2. DRIVE' STAKES MINIMUM i2" /O� "L� ,.•.•.•.•.•.•.,. INTO GROUND SURFACE. ~ BURY BOTTOM OF FILTER MATERIAL i � WITH SEDIMENT FG y O • • • : • • � IN,6" DY 6" TRENCH - __1_ c,, _�� SUBGRADE REINFORCEMENT - \ /' @l° lC ,;... a;.;.;.. .,d `�S � �` ANTI- SEEP COLLA" O d 0 O c� ` GEOTEXTILE, AS REQUESTED err � Q /�C� ,.•. . . . . . , 8' Nt�x Q '�U v - ' . . .. ... PERFORATED DRAIN PIPE A O� � � �`g�g IN GRAVEL-FILTERED TRENCH WEIGHTED BASE 2"4" WOOD POSTS, ti~- ALTERNATE: STEER. FENCE POST°! �, FL PREVENT `, , FOR SILT DEWATERING: FLOATiON BURY IN NATIVE GROUND F',_AN VIEW E l U TRENCH WRAPPED WITH a FILTER FABRIC FULL LENGTH ENERGY DI,,SIPATING ROC SECTION E3 BURIED FILTER FABRIC ELEVATION (MIN. 4" DEPTH) 510 -FILTEFR 5AG SEDIMENT BARRIER SED IMENT FOND SEDIMENT NC c D TA FILTER FA59IG INLET 3ARRIER GRAVEEL CONSTRUCTION ENTRANCE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE i w I i » ER05iON CONTROL NOTES f 1NINI. APPROVAL OF THE EROSION CONTROL ELEMENT DOES NOT ! \ \_'. "• '�^ �J�// CON&TITUTE AN APPROvAL OF PERMANENT ROAD OR DRAIN ^ . 2. IM 'LEMENTATION, CONSTRUCTION, MAINTENANCE, R.ELPLAGEMENT \\� ANO UPGRADING OF ALL EROt310N CONTROL MEASURES 15 THE s CONSTRUCT INLET BARRIER R6PONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS.Gf"1 OPLETED AND APPROVED AND ALL VEGETATION/ i --\ -'f LANDSCAPING 15 E6TABLI5HED ` 3 CONSTRUCT POND 5105WALE/ j b e� - -� �- _ "1`'• ,�. ,�•"i.-- -.. /^, 3. THE EROSION CONTROL FACILITIES ON THIS PLAN MUST BE - - •' •__ _ ..- •'' GONSTRLIGTED IN CONJUNCTION WITH ALL C CONSTRUCT GRAVEL 1 I ` �3 gONSTRU�:T INLET L CONSTRUCT 5ED1T L-`A1t F=NGE - - - --�1 GRADING ACTIVITIES TO ENSURE THAT SEG MENRTI-NG AND -• .,, A IER (T`( iCA ) r ,/ .� CONSTRUCTION ENTRANCE ,8a,5 _ - ~~"" - �/ _.. _r ��/ WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. '„'s 1E2.5 , _ I j - •�) ~ ~ "' +,I CONSTRUCT BI BAGS IN SWAL /� ' / 8'3 J 4. DURING THE CONSTRUCTION PERIOp, THE CONTRA.TOR SHALL " -- r ` _ 9:15 "' /'/ UPGRADE AND MAINTAIN ALL EROSION CONTROL F"^iLITIES AS *' -- - --~` O ES- _ - -- NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT /� A I -. / -� '' , - e - SEDIMENT-LADEN WATER DOES NOT LEAVE THE 5IT=-, � _..-•�' '� f 00 18 \I - �� 18J/3_ _ -185.5 _ �� 5. 'L N5 GTED DAILY r Q - - _ ERC)510N CONTROL FACILITIES SHALL I P4" -- __.._.___. ' ' . X18 - -�-� '� 13-Y THE CUNTRACTOR AND MAINTAINED AS NECESSARY TO `ZZ: 2=1 « 181.3 _ �`•- - ENSURE TF E R CONTINUED FUNCTIONING. 1 _ 2,5 80 3 I � --._'_.',;,�•`,;. -- - - \'i80.3 5�'8 '' �.� •-- 6. DURING INACTIVE PERIODS ON THE SITE, THE CONTRA% x \ I � ___. ••,• ` -. ••._. _,,,. • -. � ,.;�'-, •-.__..__• �,•«, -T A !2 -- �''`• // � MUST INSPECT AND MAINTAIN ERU5IC�1 CONTROL FACILITIES � -- / i - ._. ` ��,�.- ._� 18�$ �7. I T80: .1--= •-1.. '. i -" -- - - ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM 5 180.3 _..._ � I � // j� •. ... �` � �. � '•i�4.5 �• 184.5 � .G".�_, --�' -- I►:�L•-- �_, � - �'' .-• ' ' ._• '-y- 186. i' �� EVENT. �' ��// `• �� e� `'182 182.3 84'5 \ 1. AT NO TIME SHALL MORE THAN Cn.1E FOOT OF SEDIMENT BE p , / �' .\�\ ��� \- - _ ..._._� �� 8 - 182.3 82 BJi A1Q �--- �" _ ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. •1 ��i �fe35 ''�,,,, ��� I \ 183 , ^ _ - - Hfl _ _.._ .- i C1Z : - • , ' .5 r . __-_..._.�,_. ��" ALL CATO 1 BASINS AND CONVEYANr E :`�S SHAL L BE - 1 4 _ - •-190 3r ,. --�.._. 4 _ . 18.5 ��f Cl_EANFD PRIOR TO PAVING. THE CLEANING OPERATION SHALL f ( � - ,.-- i `` 1 4' - _. _ - - - - NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM � ,// '/ 1; , / 8 5 SYSTEM. 1845 186.5 186.5 -.._ •-''" 18..5 i • /- - , � D GONSTRUf;T lON ENTRANCES SHALL 13E INSTALLED '• � �___ •-_ - �-'' 18� ! E MAINTAINED DAViD EVANS AND ASSOCIATES, INC, ; I CONSTRUCTION N AN SHALL 19ifa. f% 186.9 8 -- f . . -.. .i , ,1,T THE BE U I ' HI l � FOR THE TON OF T-4 PROJECT. ADDITIONAL MEASURES ENGINEERS SURVEYORS PGNNER3 [.AND3CAPF ARC iECTS ` ~ � rte•-:� .. • - r� .•::.=_.._-- _ !` �- CONTRACTOR,CTOR, WHEN NECESSARY, TO t (Soa)zE1 I -• / - - _. _ _ - - 1@ •� 18 MUST BE TAKEN BY THE � • �r+�'~. ..a�- _ - - _ / 1' - /,' F186.5 2Bi S� CORBETT AYFtiLiE PORTUNU OR 9720 EIES ,I'�. "''''� �' r \ � ENSURE THAT ALL EXISTING PAVED AREAS ARE KEPT GLEAN I I ie5.5 185 185.5 i rno_a:cr . FOR THE DURATION OF THE PROJECT. I f I YY E/N S. HYDROSEED,MULCH AND FERTILIZE ALL D15TURBED GROUND NOT - % A A THE A I 5T POSSIBLE TIME. � ,' "'•• ..._. _ �...._..-__ , _ _ � • , �;, 181.5 a REGE r V INC HARD SURFACE T E E RLE G.B. I \8fo 186 _ �_ li 5\g f %" ,\ `.' i 1 rcyi USE GEED MIXES AND RATES AS PER "EROSION CONTROL PLAS: I• I E C�C R E S T RIM : 186.18 I I 86 ' i 186.5 186.5 186 186 I.E. 8" OUT NORTH - - 86.5 - - - - 1 qQf- fl I -��, \ igT.r� 01% TECHNICAL GUIDANCE HANDBOOK" PRODUCED BY THE CITY OF C O-� R T NN LE -`� �I f PORTLAND AND WA5441NGTON COUNTY. C I 181.5 - 86.5 186 5 ( + G 11 I -r r r i �8.5 10. CLEAR PLASTIC SHEETING SHALL BE INS i ALLED ON AREAS �C�� ��f'� 1 I W 8' 8�.5 18 .5 186.5 �- I SEEDED BETWEEN NCiVEMBER 1 AND MARCH 31 A1ND WILL REMAIN > 96.5 a x.50 =- 1 `.. nl >u c UNTIL VEGETATION IS FiRMLY ESTABLISHED. S W® _ - 197.5 $ .... 189.5 x T I G A R O. OREGON low Isi's .. - r �J - D-2 -_. _._.. - � _.•. " \96n:.a D 4 �. _.188 _ 3 IBB _ - _. • MCMY0001 i 5 , ' Q , rd r no ry MCM-40F4 jj _ � \ a �, ,, � ��r _- „_•-, __...-•• r 1 _ - 1� 191 - -- - -- - r. - (.74-v, FEB. e : • . -. I _..-189 , , � i i _ _ r ON-1 , VA TO aosc•+�rtrol+. r i oSAN cb `� ..__ � _ _ k- -- - - I t-,r --- _ _ -�'J 00 8 x.58- ��! \ K CONSTRUCT INLET BARRIER (TYPICAL) WOOD -- �' CIN TEL , BARRICADE -- O 10 20 30 60 120 TEL ■ 188 1 ( I CONSTRUCTION TRAFFIC x 51rFW4LK - ul FIRONIBITED TO USE ry SU) 133rd AVENUE ,,.Pe, rrr,_ff f X, EROSION CONTROL PLAN AND DETAILS , VVV! / U "II "a• ^' ,� �, �y' ��"�'1��'�a�'S+r�$3r,i•:' [.�►.�;s'Yp '��► w� :Y it.•sirti'+armm+a ,'« :� 'yam ;p ,� v S W,- I)i a unenvood I ,: R 'N,i _ _ ., s� r> y • „ y: a y ,�t w' �rer2iled8!a, ... : ., .3 K .»rr:.3ala::�iLG�. _ .....►wr:�r.:.,..i.:. .19ilunCwtr�ei_Y4;�'.,ik x�aw'�f.�- - wlay�uaesa�,r�llri�iu'.i�il� ff 1�9�r4,e r ��a �_.,.. �� : 1 �� ' 1 � li � l � � � li il'�'�'T'1i�I1 � 1 � 1'T'4i�'11 � 1 � 111 116 i � ill � Ill � l � 11 � I � il � �>>>i . - lii l � � � l12 IF THI�TDO UMENT IS LESS IIT T I 11 I'I i l T l l I I I T i i ( I I I 1 I T 1 1 I I I ( I I I I I I I I I I I I I I !'I I I I I I I I I l 1 1 I I 1 T T 1 1 1 1 1 1 I I I I I I I I I I I I i l l lWIN LEGIBLE THAN THIS NOTATION, // IT IS DUE 1'0 THE QUALITY OF - - gUSf O?a /" THE ORIGINAL DOCUMENT, II - - ��� 8, - , J IIIII!IlIiIl � � I � IIililg It lll !IIl�II21111111"11 III�I11fliIIIII, Illl�ltIIIIII11,11111111,11 IIII�IIl !!Il�IIUII�lIulel11111 11111 111111111Bol1111[11111111 1111 n11111111811 III I 111ililjuu PC/PT 2-7 SWALK STRIPING CONSTRUCT 1/2" r0 FOR CURB INIFURNATION R11V. ROAD ,. 7�-=•7`_:- 5' MIN. -`_\ 3/RADIUS UP _ _C,�y-T}�,-1 DRIVEWAY APRON 30'-0" MAX, 10`-0" MIN. 1 SEE CURB DETAIL 8' MAX. �* >r' MA. T SAWCUT AND APROlI r• ,_• !M 1 EIA1fMJll BREAM - (SEE TABLES) °t:• •s'.'r :.,�•<< •.3,•� �. ' ' � DRIVEWAY A ., ExlsTw�: \ o/, •, r -(�VANIES MOTH vARIEs MATCH GRADE AOLL 0 '� • STOP SIGN LOCATION '•..�•* \ ` VARIES DC R �* &A (INSTALL 4' PVC SLEEVE ImpopUNTIL PERMANENT SIGN 1 '. -�� OOMSIMAT10N Pt/KE ADHESIVE ALONG MATCH MADTH u INST&LATI0N) :� i. CURB AND GUTTER POI�JRING N�N1EW�OONCRE�TE TO \\\ A A' SELTM 9"8 .� 5 :,:`• :`:' SEE NOTE 4 (1� LME _ J ---------- M1N :' :+ EXPANSION e' x e' .. 6 CURB AND GUTTER JOINTS 10 GA. MESH •Q .: 1/T TO � COIN SACnON 90EWALK . • `r ;..• Jain �� ]�'4' RADIUS UP I EXPOSURE --\ + d PC/PT _ CONSTRUCT ORNEIYAY APRON CURB JOI CONCRETE �' � MIN. r SAWCUT AND 4flwl DRIVEVAYPPIVATE `� . - o '� .; �: . _ AOF OM 1 - -� ,.° '� 5'-0 MIN. 5"--0• MIN. .4 ROAD ; I ,� O ,e .,. -: - , L3- PLAN 0' 15•-0' MAX:. 15'-0" MAX. 3'- MEW I E� ,p1� - (4' FOR 8' SIDEWALK) ,3' 604� 8• FLUSH EXISTIINGPAVEMESnCf10N JOINTPOURI1iG�� O � - �W AN4 µ� i:OIDT 1-1,/2' EXPOSURE- a . PLACE AOHESNE 404G ._.._ .__ I � STlJr0AR0CURB ELEVATION B-8 to ca "I sH VE BASE8Nola; 1-112' 23' MIN. RADIUS (TYP.) 40 P.C. CONCRETE logo�o°Qom 1. SI1NK.'lli 'HROIJGH CUTTER PLATE SNNl BE MADE AS CLOSE � . •o g O.o000oc� TO CL".tB �ACE AS POSSIBLE. STREET � - 2 31A"-Oft AGC. BASEROCK FSEF' RAWWHEELCHAIRRCR RMP INFORMATION RAM' DETAIL 2. COMPLETE CURB AND GUTTER SHALL NOT BE REMOVED UNLESS 0. DIRECTED BY THE ENGINEER. `: ? SEC'nON A-A 3. WHEN STRAIGHT CURBS ARE REIdOVED. A MINIMUM OF 2 IM - Y OF COMPACTED 31/14'-0* AGGREGATE - OF PAVEMENT FROM THE FACE OF CURB SHOULD BE REMCI'VED SUMQ14 A-A NOTES: AND REPLACED. FOR SIDEWALK INFORMATION I. CONCRETE SHALL BE COMMERCIAL MIX. SEE SIDEWALK DETAIL 1. CONCRETE SHALL. ATTAIN A MINIfwUM COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS. 4. WHEN ENTIRE GUTTER PLATE IS RENOVED THE EXISTING I PAVEIMIEM SHALL BE CLIT BACK AND A d UONOLITW CONCRETE 7. CURB JOINT SHALL BE A Tp0111ElED jaNT 1MTH A MINIMUM 1,"2' RADIUS RiO.V. 2. JOINTS SHALL BE SCRIBED 3/4' DEEP AND RAMP PANELS SHALL BE EDGED ON 4 SIDES, BENCH SHAD. BE CONS WITH THE NEW CUTTER TO PROVIDE ALONG BACK OF CURB- SUPPORT UNDER PAVEMENT. SEE VALLEY GUTTEF DETAILS). 3. EXPANSION JOINTS SHALL BE 1/r PREMOLDED ASPHALT IwIPREGNATED 3. SURFACE SHALL HAVE A MEDIUM BROOM FINISH. MATERIAL OR EWA, EXTENIDINC FROM "GRADE TO FINISH GUIDE PRIVATE ROAD ENTRANCE OFF CURB KNOCKOUT OF PUBLIC ROAD W/CURBS STANDARD CORNER FOR DRIVEWAYS COMMERCIAL DRIVEWAY WHEELCHAIR RAMP kryne" DRAMI AUt ! aTY OF 'n'GAM '��`$cm D14N DRI►w m RITERI ICE APMIDUED gY oIUrIN Ff CITY OF TI GARD Aj I ,"�'" 2" c" Ra�no+oE •� DRA>MI off wI®ooN I-xi � � -, CITY OF IiGARO am cue OREGON aTY OF 'nGNW � Commu ' Ge OATS 0 /� �` t x OAIE ORATING N0. MGM Orem 7- 113 BOLT MGM N.1.5. REIASED 5-26-04 lA0lETAL3/IlIC-~M=I PRIVATE ROAD ENT�4NCE OFF STANDARD COINER CURS KNOCKOUT OF PU5L IC ROAD W/CUR35 WHEELCHAIR RAMP K3 FOR DRIVEWAYS COMMERCIAL DRIVEWAY �•8 NOT "O 5C-A-E GS NOT TO SCALE C8 NOT TO SCALE CV NOT TO 5CALE i, r ,r. EXISTING PAVEMENT DIG OUT REPAIR SA* CUT OR GRINDING CURB DINT 5' MIN. � SEE NOTE 5 RCIw ' MIN. 3' A.C. IN 2 LPFT'S STREET AREAS OUT OF STREET AREAS R x SAW CUT , �' — ... at= EXISTING SECTI REStJfiFACING - " r 2' OF 3/4'-0' BASEROCK 2' OF 3/4' - 0' •• •• '••• •• •• / * COMPACTED SIJBGRADE Qi•Or •• Aea'A ov. ;•-o--AGGREGATE BASEROCK •e : e e . .•::0, SIDEWALK ADJACENT TO CURB - I IT . . • // / _— TT7-1 • . , l /� I— -- COMPACTED SUBGRADE /�� TTT CIJISS B° / —5' WN. ROW � � N f • BACKFILL• �S A a B' H Pi Q BACKFILL ca RESIDENTIAL LOCAL STREETS: 2 - 0. • • •. . /./;/ ROAD .�, : �r�� ...• W v /00 AC - 8' ASPHALTIC CONCRETE. e • `/� / o i�••"�' ' .SEE NOTE 5 / U AS - 4' (1-1/2- - 0') AGGREGATE BASEROCK 3/4' - 0" . . • 2' OF 3/4'-0' BASEROCK u, O� GRAWA M BACCFILL 1 • °:• • • j/ / COMPACTED SUBGRADE AC - 8" ASPHALTIC CONCRETE _ - • %�/j� ' SIDEWALK AWAY FROM CURB - ,. NOTES MINOR COLLECTOR STREET'S AND •• • ' �� COMMEROAL/INDUSTRI4 LOCAL STREETS: T • •••.'; AL4 1. CONCRETE_SH BE 31X10 P.S.I. AFTER 28 DAYS, 6 SACC MIX. SLUMP RANGE p '. D •• OF 1-112' TO 3 . s AC — 7' ASPHALTIC CONCRETE. 1� •' • •; • . 2. PANELS TO BE 5 FEET LONG. DAV!D EVANS AND ASSOC!A1'F:�, INC. A@ - 4' (1-1/2' — 0°) AGGREGATE BASEROCK ���`�•• • �• •• ••• �- 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, ENCINet:Ns SURVEYORS, PIAIINER9, !,AND9CAPE ARCHRl:CTS OR I UTILITY VAULTS. "4MCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 2929 ST COSURV AVENUE lAtiN RS. OR D7E01 5ARCHI tXTS AC - 9' ASPHALTIC CONCRETE PIPE BASE 1 BACKFILL IN STREET AREAS4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE �- — CURB„ THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT MATH A MRI. 1/2' RADIUS OWE N MAJOR COLLECTOR STREETS: 1. IF s/w IS AGAINST CURB. Flu. 5. SIDEWALK SHAD. HAVE A MINIMUM THIC30*MS OF 8 INCHES IF MOUNTABLE RO(X TO BMX OF S/W. MJIIB IS USED OR IF SIDEWALK IS INTENDED AS PORTM OF DRIVEWAY. I� I E L D REST , AC — 9' ASPHALTIC CONCRETE, 2. 1F• S/W IS NOT AGAINST CURB, 010MI0ASE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. A8 - 4" (1-1/2" - 0') AGGREGATE BASFROCK FILL ROCK 2' BACK FROM CARS. a. DRAIN BLOC KOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK MAIN 3' DIAMETER COURT c0 PLASM PIPE AT 21 SLOE CPONITRACTION JOINT TO BE PLACED OVER PIPE } PIPE BEDDING AND BACKFILL DETAILS CONCRETE SIDEWALK PAVEMENT DIC NUT REPAIR DETAIL 3 ' APPRO+'l WY DRAMs my ""DOM APPRoxD BY DRAvm wl T I G A R D, OREGON p REFO� M�ROVFD BY DRAB OY CITY OF TIGARD �' DATE ow, aTY 0� 11cARD '"�`�W DATE CPA CITY OF TIGARD MCMY0001 [>' /�p��yy� KALE DAT[ DMO FILE N.TS 7-0->�.` �O[TALS1/�/41�JDNO � IET.3. 7-f-q j0[TM31,�00110-1M0'00 MGM N.T.I. FEW= 5-25-44 .kDETM.S/1MC-OUT,0WG -r Na MCM-40F4 ti ,6 FEB. 7, 1996 If) ,M)UN! , DATE DEsCRIprxw FIFE 5EDDING AND I O -.. F,<- AE- LENT DICE OUT REPAIR DETAIL 6 5ACKD"ILL DETAILS CONCRETE SIDEWALKUN ! ' C -t E n CS NOT TO SCALE Cg NOT TO 5CALE CV NOT TO SCALE ` ! ?+EER •,•,-f" f:''R . CITY DETAILS e n U V V 13495 S\1 Swumcrw00d I)r 8of8 • �r� l �l � l � � I i � I � � � tT �j i � � 1 � � ll � r I � Iii ISI Ili . i. l iii I � � � > > � �jl � � � 1 iii Ili Iii I _ . .., ,..,•-r IF THIS DOCUMENT IS TATI -- --I- - Jl- 41--- _ 61 I !�—L_ �---�- -"1----�- L — LEG I TIER THAN '1'll l� NOTA'T']ON' 111 r IT IS DUE TO 'I III' c1iIAl.1TY OF No,7e J �9c4� �/1 /(� 'EHE ORiGINP.I, Ur)r;IIMI'�i'E. __. _ - J�� CJ� I 777 till-i 8L13GL8 9G L I bl9 1: G T6 oz 8T 8T LT 9I 9T bl fT Gi TT 9,II1IIII II,II11,I 1II111I IIIII�IIIIIIIII�► ��III��I�II��I ����III�I�I��� ��II��I I��►�III��I��►�IIIIII��►����I�►I����; �I��!t�l� I���i����l�il�� i�t�iiii IIIc il�l�llll IIII,IIII illidliil i ii,1I �►I���������I�IiI�Ill�l'III,I I�IGi IIII�IIII I!I��II111 HII,1111 IIII�IIII III►►u►II