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HomeMy WebLinkAboutSummer Lake 4 1=a: si:Ec�rto�:Ki�:i:i�s RION, oR =o' a[KIKD BACK 7 6 5 �ll1/4I57tILL L/"MJrl"/PT SLUG t OF WAIL 6 ✓a'yv0, PORT, , „:' �` {til/ 2"GJ*�LY�,E30} /Iti1 CONC CONTRACTOR'SCOST ESTIt47,TE: I[IIT OFR NOT,O►EK LEFT.DOLOR:TQLDN „�, O \2 TRAFFIC GGX iN FROn/T 0! --- - .__-__�—_ . 41,010' of 8" D.I. @ $24/ft $24,300 1 N 1. ,i---.. �DR/�' /� ©p/} /+ _ 520' of 6" J.I. @ $18/ft 9,400 d awc-I.aK7 yam icrteuo,T+ /' / \y') GN4'/ ( TI L//feC. T _ 220' Of 4" D.I. $12/1t 2,700 f'oRLEff� R „�. , �.. s c / ; i 1 2 Fire hydrants $1500 ea. 3,000 ,feentlN"w �t,-J. + Miscellaneous: cut-in, etc 600 g i r.„,,--- , , YJ HYDRA"' OUTLET I r' hi,YJ +>1I Total: C C aTE VA Lr[ n' `"' /- 'a otal $40,000 I 3 ���, / / ` I -- _____ -- - --- -- F-- CONTkr.CTOR'S BID ESTIMATE twig wiYJ,/l� - / - - car[It RocK it i I {n 5) w/TrR gig—. �� �fFYJTMJ , T[[If[l/lrRl WORE OACKf1tL- = KOLOINf f/0ol I is TKRUfT•LOCK / !(� 9 8 \ 1 INSTALL 'CPI Ci4S5 S2 Contractor's bid (estimate) . —, $33,900 ' ) 11fo. IT. flu. \ 1V y{ Q 1 I/2'lra ,.mar",s lL,Aa1Rf , TWD (12% adm., engr. rev. , etc) 4,100 coReReTY /IrR .n... • . a . Engineering (6 ?) 2,000 OP AIR ROCK 2.f0. jl f[K1 Il Mil', iA,„A" -a I - ` ; Wit TER'NETcR.S CDNNC T TO X1Sr/A/,�, ._� S' P,-BY TWO TYP 4 ,� d G.V. W/0"PI \ rtifi , Total: a40,000 STANDARD FIRE HYDRANT SA QO o- ---_ To 5W �cNLLS `€r?/�Y ROAD c 4 &x/57IN6 /2"P/ r---------- 5,5 ,,,,,. .,:.., ,,,p_ . , INSTA ), 2; „;7 \ `� LL ir"�tV • • y ex,5rNG /2"BFY am' . = `22 i is / \\`� / S INSTALL 8"MJ CR055 •//,I; / \ -- - . & 0UC€R NORTH ,i ` `: / .4�5 RE.QuI!{EP / • sue. 1 I1 / / -- © Car /A/ /z'xt3 AU Tee it / /NSTALL Ph' w/ 2„ 3.5 /'V €X/,57fN(,. INSTALL 6"MIX 2"/PT ! / / 5 1 IN57d(.1. $"�V Pwc, '/2"GALY (50) /N • �// 20 /NSTALL B" pV / COW TirAFF/C BOX /iv �� -�.�` �, \ 13 /A/6/4a 8""eFY 4 0 �/cprvr 717 ^� MATE.I �. LIST: >0 .5W /213r AYE /' • \\2 14 /D i item Quantity 71\,..\\_.5v1 \ fie' ; 8" TJDI pipe, Class 52 1,010 fee c /`' 18 �_ lNSTAU B"O/ CL4i3 52 - 6" TJDI pipe, Class 52 1--;',3, 20 feet /NSTAL L b"BEND A3 • _ .7 F(F�QJ/Raa ` 4 :JDI pipe, Class 52 220 feet \ f -' 1.." _.; x 8" ??�� tee 1 earn '� S// y 12" MJ solid sleeve (b.f .) 1 each S Q '„ \ / © 16 8" MJ butterfly valve 5 each // �p 0O I tt 8" NJ cross 1 each Q C/�- g 8" MJ x 6" !,!T:Ilucge-.: 1each25 c 5 T 3" PEx4 1each! I _ -_ - _ - 8" MJ bend per aired 41) G ��" �� 6" M.1 gate lIeach6 /' S2 �`CCC/? 6" MJ x 2" 1 each 27 6" MJ bend As '.euuiree WATER /M�TEKS CONSTRUCTION NOTES: CY TWP ' YP _` _ ! ` , _ INSTALL PJ- Y „ / ...4.2) � 4 MJ gate valve 1 each A 4" MJ x 2" IPT plug 1 each 1. Notify Tigard Water District (TWO) prior to / commencing construction. :hone: 639-2591. 28 . G All curbs must be in place prior to installing �`�`-->' Fire hydrant 2 each water mains. . , i J 74 L L 8';6D- Ml TEE 2. All work shall be in accordance w/ AWW'A standards and 29 - • - _ ______-__=_ - = _-- inspected and approved by TWO. 3. Fire hydrant assembly consists of 8" or 6" MJ x 6" Flg tee, _NO �, , 1 /NSTALL 8"BF1/ 6" Fig x MJ gate valve, 6" MJ . /NSTALL b" Bt x MJ holding spool, and Modern AS REQL1REP '. \ . 36 Mueller Centurion fire hydrant, A-442, 6" MJ, 51" MVO, 3-port (2-21" NST hose connections, 1-4�5" NSTpumper) , l'z" Pent Opr � % P /N7A 5LL !a"" CaIIV -�-�_----- S c Nut, open left, color: yellow. INST,gLL PH ' . - ,64---,:ei .____ 4. Each fire hydrant shall be installed upon a pre-formed concrete block with 11, / /�4/SfdLL d" Np 43 iC���fi cubic yards of crushed 14" drain rock. Tarpaper will be laid on top of •drain rock to separate rock from earth cover. 31 REQUiREp , ' S. Poured concrete thrustblocks at least 8 square feet of bearing surface at each tee, bend, - 22 i 35 and blow-off location. f 6. 36" of 3/4-inch minus gravel cover for all mains. "� , ;� 7. Ali sanitary sewer lines 10' laterally or 3' vertically of Water mains shall be encased in L71 rf �? concrete 6" thick 10' from crossing. Where crossings are necessary, they must be made at ; t approximately 90° with at least 18" separation below water line. f /NST4LL 8"BENP d5 A ry ��l DISTRICT 6. Mains shall be tested at 150 psi for 1 hour with maximum loss of 5 psi. Statice pressure e / T I G A R D WATER DISTRICT 85 psi. Pressure-reducing valve will be required at each meter, installed by TWD and / / H/7/76_ ,_574Agep included in basic cost of each meter. Z / _ 8841 S.W. COMMERCIAL STREET +TIGARD, OREGON '97223 9. All pipe and fittings will be cement-lined. Pipe will be Tyton Joint Ductile Iron, Cl. 52. 33 / - TELEPHONE 1503) 6381554 10.- OSBH bacteriological tests required. / ' . 11. TWO will install all copper services prior to blacktopping of streets. Meters will be 3"r WATER PROJECT installed by district upon individual request for same. 12. Upon completion of installation, contractor or developer will advise TWO of total construe- `,-/ tion costs to which will be added 10% for district inspections, water loss, overhead, F_X/574N6 c3"MJ TEE ./ SUMMER IVIY� R LAKE I VO. 4 administration, sampling, etc., and 2% for engineering review, including "as-built" yLJr< I ���JL C / drawings, intersection maps, updating master map, etc. / / ' 0 CQEC TO EX/6 /NC 13. The estimated 12% to TWD, noted above, must be on deposit prior to beginning construction. !f✓"BFI/ W/8"Pt Robert E. Santee, P.E. Adrn,nistrato+ • sale I'=50'-0" 15 MARCH 88 NNE Li L-- i , r1,V I PROJECT SIT �4® . , fin' ;' - _ T DEVELOPER ,_ OR-AK CORPORATIONy � 'FE . � - 13050 S.W. FOREST MEADOWS WAY .. LAKE OSWEGO, OREGON 97034 WASHINGTON CO ;"�=� 't�` PHONE (503) 635-4551 5 _L g I 1 TV qr . ENGINEER VICINITY MAP LAND DEVELOPMENT CONSULTANTS, INC. SCALE MIL. CIVIL ENGINEERING LAND SURVEYING PLANNING 209 N.E. L I NCOLN STREET H I LLSBORO, OREGON 97124 INDEX OF DRAWINGS PHONE : (503) 648-4061 SHT. NO. DESCRIPTION PROJECT I COVER SHEET 2 SITE GRADING PLAN SUMMER LAKE 3 PAVING PLAN AND TYPISECTONS SITE GRADING, PAVING , 4 STREETTLIMPROVEMENT PLAN AND UTILITY CONSTRUCTION 5 STORM DRAIN AND IMPROVEMENTS STREET IMPROVEMENT PLAN (SUMMER LAKE & SPRINGWOOD DR.I JOB NO. 0427 - 6 STORM DRAIN AND STREET IMPROVEMENT LOCATION 7 PLAN (SORREL DOCK6T.) SANITARY TARY SEWER AND WATER LINE PLAN A SUBDIVISION SOUTH OF SCHOLLS (SUMMER LAKE & SPRINGWOOD DR. ) SANIY FERRY ROAD ON S.W. NORTH DAKOTA 8 WATERAL INESEWERPLANAND STREET, IN THE CITY OF T I GARD, )4 OREGON (SORREL °°`K `1.' 9 STREET DETAILS 10 UTILITY MASTER e PLANmila }rL°ti8 11 SUBDIVISION PLAT oP As—aunt 1 I -- „ . a.1111 11 I .'lInkAII 1 II 11111`i'111111 .. . . . .. . . _ . ... .. . . . .. . . . ....____ _, __ , • ____. ; ,... ./ 2 I 1 : . / '''. 11111f,f GENERAL NOTES • ' I- I. ALT.WO.AND MATERIALS SHALL CONFORM TO /3 CONTRACTOR SHALL NOTIFY THE CITY OF THE.QUIREMENTS OF THE OM OF TIGARD, TIGARD WHEN SUBDRADE IS COMPLETE AND 24, r..1 SIDEWALM , o 1 , i A OR EG ON, OR TO WAS H I N GT ON COUNTY HOURS PRIOR TO PLACEMENT OF ROOK BASE DEPART.NT OF LAND USE 6 TIONSPORTATION MATERIAL AND 24 HOURS PRIOR TO FINAL STANDS..SPECIFMATTONS AND DRAWINGS FOR PAVING FOR AN INSPECTION OF THE WO.. ‘ I 1/ PUBL.140.S CONSTRUCTION. FAILURE TO DO SO.LL MA.ANY SUBGRADE FAILURE OR DRAINAGE PROBLEMS THE TYPICAL SECTION 5 'BERM i it \ 1111 2. CONTRACTOR TO VERIFY ALL UTILITY .SPONSIBILITY OF T.CONT.... LOCATIONS PRIOR TO CONSTRUCTION AND SHALL A—A 5.HIGH BERM ARRANGE FOR THE RELOCATION OF ANY ia ASPHALT CONC.TE PAVE.NT M. TO se CONFLICT WITH THE PROPOSED CONSTRUCTION. DESIG.D FROM A MIX FORMULA APPROVED BY • 0.S.H.D. FOR MATERIAL USED. CONTRACTOR 3. CONT.CTOR.OBTA.ALL REQUIRED PE./TS TO PROVIDE escIsees.TH.RTIFI.TE OF AND LICENSES BEFORE STARTING COM.PLIANCE FROM ASPHALT PAVEMENT PLANT CONSTRUCTION. UN.SS 021.RWISE INDICATED. 4. EXISTING UTILITY .CATIONS SRO. ARE 15.ALL WATER SySTEM..AND.TERIA.S.I.L APPROXIMATE ONLY AND TO BE VERIFIED BY COMP. WITH THE ME OF TTGARD .TER .E CONTRACTOR. ADDITIONAL UNDERGROUND DISTRICT MET.TAL STAND.DS. DETAI..D GR...PLAN NOTES: I/ '/"' UTTLITIES MAY EXIST. SPECIFICATIONS S.LL CONFORM TO AEA.AND 1 I.CONUMCHN PALS LOCATE AMII S2 622901.111.2 FOR ALL 22/6/014 V TTTTT ILL A -40 . 011.6. 1,'I 19BP APWA STANDARDS AND BE INSPECTED.0 S. ENG/NEER HAS NOT BE. RETAINED NOR .pROVED . THE CITY OF TIGARD WATER COMPENSATED TO PROVIDE CONSTRUCTION, REVIEW. OR CONSTRUCTION INSPECT/ON DISTRICT. A NT AND DE POPES PEW 32 C0.12.126 AT 2 0091.042 ill/MEAL SERVICES .LATING TO THE CONT.CTOR. 16. ALL WATERLINES .61 A MINIM..VER OF megrim scum HP FILES MAU SE 2 HMI El.I..011101./OM r02 Et.2 SAFETY PRECAUTIONS TO THE..S,METHODS, 3, BE.W THE FUTURE STREET PROFILE . I/ TECHNIQUES, SEQUENCES OR PROCEDURES GRADE. IN THE EVENT OF INTERCEPTIONS REQUIRED FOR THE .NTRACTOR TO PERFORM WITH'OTHER UTILITTES, ALL WATERLTNES :=:=MT:=41=41.""°''—"L"'"'''' . -- .4 THE WORK. S.LL GO BENEATH TEE STORM DRA.LINES iiI / P. 'N/7*'- .''„ //'/ '...ft44.., AND HAVE A MTNIMUE CLEARANCE OF 6^ • . NC 6, CONT.CTOR S.LL NOTIFY C/TY...ER OF Hp.swENN...ED TED/NAT...., K T/GARD 24 HOURS BEFORE STARTING CONSTRUCTION OR RESUMING WO. AFTER C CONTRACTOR S.LL TAKE PRECAUTIONS TO WORK FOLDOWING SATURDAYS, SUNDAYS, OR opypos AcATNsT.NTANTNATTo.N. , CONT11.00 51.1.1.SCISPA2 MS HOU TO WM.!/HMCO HEWN, _/."--/-\—.___-/ - \ • ' . • \ //'/.0.,„////, \ ENG/NEER . p.p.,. As ooNsTR.TD 121, ...INGS AND PIPE SECTIONS T.T W7LL NOT BE DIS.FECTED BY...NE.THE LINE %.-;/7Liago4/7/64114=171UVITI/EV=gE!trAS-3=ASIZTI41 I .0 / \ , FOR 24 HOU. SHALL PAVE THE MITE.O. WM 21.1.11013, /' /////- •:./-////.E\S\\ // / / ir • ' X 3. DowcHETH pspH ss....4,so,EHTN oss 0F,Ass FFs SX.-BED WITH A.11.6......C...241..../.646 . NON-REINFORCED CONCRETE PIPE UNLESS BEFO.THEY ARE INST.LED. • 15_ CONCRETE THRUST BLOCK TO BE AT TEES, 'C6r074r11/?./.44./t/ALTETgLAIINPICIraRTOW:141/t/i/13"AR.S. 2,6r ..."--/-// or/ ,'' ... •/ ‘ / E . • OTHE.ISE SHOWN. g ____- • / \ , . ,,,, ' re% p, ppp pss,sss.E.,coNsows.,To.s.,,,,Foss. roc B.,F/RE HYDR.TS.BLOWOFFS AND..E HT.51 NIGH BERN NAT SE CONSTRUCTED AT TNE OPTION OF /7/ ,"-' „.../// Alf . \ 61 ST.DARDS. CONCRETE S.LL BE ALLOWED TO - 1 THE DEVELOPER_ • 0E., — 141p,,....,. ,-_ DIV/SION 3,SECTION 301.202,AND S.LL BE SQU.E INCH AND HE.AT A P.SSURE FOR 2 • (._ / 1 .4. / . /41114" 44*•,- ilk ti. W.T.NCH BACKFILL W/TH/N THE epseg-or-weg =-,,.,T5BT,,4°,,,E:sT,Z...7..B. BY C.TY 1 li 0 ROCK CONFORMING TO APWA DIVISION 3, II.CONTRACTOR TO DETERMINE TYPE OF EQUIPMENT 21. PT. TO BE THOROUGHLY DISINFECTED AND FLUSHED EHTH THE AWMA ST...06.03- v, . 4„.. - -- 'Cr 1111(1 COMPAC/ION. ALL COMPAG.ON NTTHIN T. "v..—•••/-/-• X. -......, ' L OUTSIDE OF THE ROADWAY SHALL BE 50E. / -SEA.//,../Nr / AHD CITT STANDARDS AND SPECIFICATIONS AND I ss,,,Z.... THESE PLANS. 7 Ilk 11 1'i 1,.,i L:ies:I.BERM 12.MATER/AL A. SOFT P.O. WITH. THE 1 \ / E THOROUGHLY COMPACT.PEP SECTTON.0 OF ..„„:„,„0„,„0„.. THE SPECIE/CAT.. //--/...\''-/--- 7.Virf _......---- / MOS.\ .•• I / — /.----___ ___/ /////_.._------/ '. ''/E . 1 iii rgallk/N VT / 1\ 1 6 NExisting Contour i i - 5, ''' i Proposed Contoar . \ 4 411°\ A.--,--: SCALE I"ie 50' ',LS hiS meN.Neo Fop OR-AK CORPORATION • ,.,,,., ..,,„ JFN -Ail& ., 0427 No. 6.3/062 ,,,,.., 13050 S.W. FOREST MEADOWS WAY SITE SUMMER LAKE LAKE OSWEGO,OSWEGO, OREGON 97034 GRADING PLAN PRB PHONE : (5031 635-4551 CIVIL E G Bill go, 5L'aeGreer.'',, SURvEYING ^..,,,ov•. . . . 1 , . • .5.4ee %if— • •,,. ....... ............. . . • -'' 111.111:112:411101.0%ifillifirni..... .a212111M111101111.11:1E111111FROFENSEIL! — • P/L P/L Q I CENTERLINE CURVE DATA Fitf,T NO. DELTA RADIUS A.E1 IEgli 1 2 WOO ORT 522.16: 213.60: CONCRETE PAD 6 52.44:39T 100.130• 57.35. TO BE REMOI. 9 05.48.21 T 1000.00: 101.33. .------ 1 16 07.50:38• 200.00 27.38. ------T----- 93943 20 29.56'25" 150.00' 182.90 / [ END CONSTRUCTION 30 2,08•20. 267.06: 88.54 tr""' I'=r''1 r=ye t1)IT 1 - 1 l'•••:•,.....Q......5 .....7.-ii,2 6 , 5 r.4,14`,.. ..,"-'7•• 1 51-36-52- 25.00• 22 52' , -----_..,/ ,, NT S. V MMUS 2--A 2 290-17.59- 39.00. 190.79/ 2. 'el 4' TYPICAL SECT ION 4 ' . E— •••••---. E.;/ ' , S.W. SUMMER LAKE DRIVE & 25 105.0,15. 25.00. 45 BIS 24 66:01:50T 25.00 28% --'''.\ 7 S.W. SORREL DOCK COURT ES ':i - [ , , _ STA 6.93.40 RAD PT 12 ...f \ A— . i 1 P/L VARIES , . P/L 28 90•I 0.48-- 35.00• 55 09 , 7 10 . -„,:...„„..„. VVXRSOEERSCR ,s.c•-„_„7„. ----,,-- 9.1 - 551 S 54 VARIES VARIES 20- /... -- "71- n J coft, -•-. 2 8 . c,_..,- -__ .,_ 5. ' •!. _l `•''''''''''''''' -. s„. -. •-••a;*4.-7„2-, , ..,...k.,,,4,3 SC A L E ' =5,2 liatik.i. ______ LEGEND ---------__Lie7,P E ,'4.4.,. .,,,- "--, M:.• 1 ' : . 'E -''''' -- ________________------'----.'..„ , '-, .•::4.1.E.4•:.,:' ,F,'----- ../,P4-72,- °a:r:plazgo...r;..L'22 I I .- -:':'''.:f.l'-1V.:1-,:-, 1441.-. 4'"-.4 -1:;--,,...E ,,..- t t— E. :-""=,...1,07,4 5' S.W. NORTH DAKOTA STREET ')',, / 20 : i, '-, ''Jr I , P/L Q P/L 11 •,,,,‘,. 23/ ,.., , ,, , .•••..‹.--- '' ,' 5 4.,ii c. •-,-„,,,,, _ /2.!'f•Z'' _\ ,;" , ., ,,, 1•••..Il L ..''' ...44r, /e ' , r.f.ENM...E . . ,;,t ...o. aLT 24 , :., ;-•:•fE; ' ' :•,,,„ .7.... 7 1ERj' ,'.,r,_1 l !''`'',-''.!I!•.-'•','E 2`-''.4i•.-•---'I:'A' 36 ------ I aVs7."% . ' 25 26 / 1 1 ---.., I1 2 P. •-----'-5 -.A- TYPICAL SECT ION ® � / 2E S.W. SPR INGWOOD DRIVE B - B 25 _ ... , .- -. I P/L P/L , so. 30 I 1 .,' • ' 2,' gEW'coe..'s 1=2'7A:04,TET':,G'avc,ILVTHI'ectrrZt-nra.s I r: '''''' BY OTHERS „rm.... I I 33 , f„--,: : 1 1 NTS. ' itrka'A ' ' TYPICAL SECT ION 1 O?"w ;1'7;71 ^„-e,„, 11 1 S.W. SPR INGWOOD DRIVE C - C '''''>ki, *6.6-'1NTATAPTEONSOL9-11/7L7S°r1W-gl PROJECT A i , 1 .OR-AK CORPORATION 13050 S.W. FOREST MEADOWS WAY , ,. ,,,.. — [ .,..`"7"- - -LAMP ' AS—BUILT "" _, DEVELOPMENT -d J .1 l 0427 [ LAKE OSWEGO, OREGON 97034 : 15031 635-4551 ' — SUMMER LAKE PAVING PLAN -.1'.--.4bNSULTANTS ........-- PHONEA. Th 1:0AILK I) 1 INC 3 1 V GOOSE I I : ‘--..--L . 1 , , 4 J.,,jea'4'93 Shee/ .71_ . ....v....12w, a , - ...,..4(.711' .....,....,v.---,,--almoramoratiis-"'"no,..."Nambiumuommon:osurszsg,I.Imprigural ii...L z21! - 39 40 I I .o ! 2 3 4 V 36 37 38 I sEe oTaL'E- s V I �r a�xr _s MATCH �3. ems. • x <- > "- °—P S.W NORTH UAKO STREET a •—s %sou GIN E COtKTPOCTIONo a O ENO CONSTRUCTION e.sou. EL.223.61 MATCH EXIST s.a S.W. NORTH DAKOTA STREET PLAN SCALE:r=50' am 3' II -230 230 - - w1 . r em OPTH DPµGTP S e a I R1E . 220 - a E%IST 9 Tov 0 220 I NOTE:NEW TOP C',R0 ELEVAITION SHALL MATCH THE EXISTING C FINISH IGRADE OF SW NORTH,IhKOTA STREET 0.00 I 2 3 4 5.00 S.W. NORTH DAKOTA STREET PROFILE SCALE:I"=50'HORZ. I 5'VERT. s 1 N�ti OR-AK CORPORATION ' °°_ STREET ^ OPl/ENT 13050 S.W. FOREST MEADOWS WAY 0427 1. LAKE OSWEGO, OREGON 97034 SUMMER LAKE IMPROVEMENTS 26 B6 _ INC. PHONEC? : f503) 635-455) = PLANNING "A"E n,NEEP,NG 13 w �.nc.vo:. . x�.16 —Prlcf 5/93 Sheet%— ..... �� .n 0 -.. n.'Inn....'�"i..n®.©.n.m.®��'�o.®a nw.©s.an. .i. `':'�u.on ..cnnn m .� .ago INn. mn.auun..n....q P I \ 1 \ �` \ 10 z SCALE I =50 1 /� SCALE "=50 ;� j \I �; o� a „G 441* A ?P e� 09 s 7 / ?z a Z N 33 x2cT c 3ryy o EXIST xa AS:''''' n'*P\e., / W A 1 N. TGP/`° xEi �•,a an 6 & a:' „as` ' a / 8 > y \ ET G0.<<6 x 32 zT o�s4is 14 oc z SEE DETAILsi° DRAIN_..„: P Bea. A7,t,', ` o cs> -fn DETAIL EC. , rR / R xTxofn _ z roR xTx.xETP EsI� Sk,•Sp III •,./''X 0.6� N/ _ _ 3 S W5 SUMMERELAKE DRIV_E � s6 " n RNGy'OOO Y` _,CT 0.3 ( _/ e. e ___ -1 0 w25cP "'III vll:c s/ .DR ` y C cso /j% \ \\ .. .23.06 27 PxG / 12 a W II 1(.. frcs.a �1 0 6STA.1.59 81 EL 23.2G n� 2 1 1 34 3STA. ,2 360 37 ro o38 39 4G IE 28_42 3 AT , �a.z» zo/� �' 040 ra.. zx.sz DETAIL _ e�."Ear FOP x, Tn.s SAINCUT Z.EXIST arcx i '! 14z Lr EE. . — t o r \, _.__ }!5; S.W. SUMMER LAKE DRIVEa S.W. SPRINGWOOD DRIVE S.W.NORTH DAKOTA\STREET ' PLAN S.W.NORTH DAKOTA STREET T_B 21 °'B" \E° r _ — PLAN G B BEGIN CONSTRUCTION S STA.0.00223 61 w N CONSTRUCTIONhlI W w .GG .c a om 5 - m ° zz 230 m 230 ' n a e o ' 130'Vw w u - _ = EXISTING GROUND . - -------220 , ":' La'' _ -"-_-- 220 215 9 TV 2'DROPTO EXISI* = 1i. PIPE 210 ` PG"s e �l NRu00E PBK ice _ xGSE W - 2 - . 200 -� -- - 200 195 C° Q 4 < 3 2w 0+00 0.00 I 2 3 5 6 7 8 S.W. SPRINGWOOD DRIVE s .°'°;F':, S.W. SUMMER LAKE DRIVE PROFILE PROFILE 65P CAL ,s ERT. _ EA,/s0.20.0.so cost sl10;ilifr OR-AK CORPORATION °"a.R. °awc. � o,ao ; 3050 S.W. FOREST MEADOWS WAY 5 5E5505 o<E STREET of"" -- 0427 "I.. «r LAKE OSWEGO, OREGON 97034 SUMMER LAKE IMPROVEMENTS & PHONE : (503) 635-4551 STORM DRAIN PAxENGI PLAN ".:E:N ,.,,�.�a..fi:. suUavEvwcx EEx —Yrojec}5'93 Sheet%/— 39 rr=_�. '_�.. e a._...e...,®,.. 90 pia ; j 12 13 14 \ )\ , A Irs/..,--r.`4-••• ',LH-'' 2'j7\ L __— _J .9.A^.`.a..�.: V6\' b�J tSBP?q6°52 \\, �t '�$. tq 37 PLAN PLAN IT —Hew • �}J_ L'II. y -:0 6W SUMMER L OR .. SECTION A-A r. a —. m ". 6o- 21 I 20 a 19 IB j(° 17 z56R7 I . E°ST.ER L DR _ .>... €. ..m..`.. 22 1� ,,MCS 1.6265 zosos I \s ,R 36°RReL o°Crc caimT �'I —r— :�.....-.,...... �.. I I 1 w.. DETAIL - _ / �... i'� :RfaT AC SLP s [."'y 35 v _ i1(91 1.�.�1 > _ 26.J 2-GGP F 6 r�N20 T_ 1�wl,c— SECTION a-B DE CL23G 0�; 'S.W.SORREL DOCK COURT ola o.s L r..,.�_....„.... lrl -SECTION A-A 1111 ....�_m m....... SWAALL,1 SHALER LOW 1 �ST our N STANDARD ce .. ••,va•••.•,� •• WASHINGTON CIXNTY `••• WA6FRtGTON CdR1TY a? 34 C qx 0 SHALLOW MANHOLE 0inT RT CATCH BPSIN rid S.. 0gly Mirsvoninv CATCH BAST.w..„:7-tl 59 FRD 825y LT. 1.4 205.9525 i6 Ri STA M 28 29 30 31 ,::..I�7-11 I=— N°Nc 1 tr;G'"` TjIN E-- IL Je ` �ig..ZZa :: m SIDEWALKAENT TO CURB S.W. SORREL DOCK COURT h_ ..-1_ PLAN ail �.,� �—. r� �1 ' ....., p\i \•w..c.....i SECTION A-A m...`ft.:L..i 1 A PLAN SIDEWALK AWAY v FROM CURB ES \ �, PLAN w..........,..,.....,,w...: .,,.....e.....a.........,....... 220 _ WMASvMNGTON GIXMtt F R A nN Ory CCAINiI' wW ASHRIGTON COUNTY vnaT.rt M E G RAT Ero UBE CONCRETE SIDEWALK L�-I ''': 1 1Z, _Iwal I D`02 I L-Zs Ifs.-1 o%nu�vu=L o7Z, I D`701 ,L7„_I r Ivtxm ,rov[ I C72305p ^ w 210 V 210 AD _GRAD i '/'/ FINISH 5RADE ~ _ wrnCENIEIi RAMP END RAMAS SI. fNMPB CPO F,NiSH EN p yI EXIST aRaJN / /� _ — —— — — • 4 xoo •••�.— f. 200 x sT NG P PE II a v sEo — — - STREET & "" -I STORM DRAIN .wr ...� e •..,. __. ._.. .......,..,... DETAILS l 6 5 4 3 2 0.00 P°."24g t74;.` :::\414.:,:4".4.w°_... No SCALE .croSH GTON ww E /4FJiYAOf.- •ASHINGTONCCWIY CURBNON-MOUNTABLE rwvsaoAFnrox SIDEWALK RAMP S.W. SORREL DOCK COURT r4" EP*wry srom�o P FOR USE ON MEDIANS rvory C 7 I S'`IVs�I L+.L..!p.—`S f% y�� 5-306p PROFILE ,/7'W lam-{ TI,.7:. Ie1Moa I CS-301 b l s.,ALE - / 5 vERT \ ��s5✓d8 rn=.vnnE roa OR—AK CORPORATION n IMP �' 0427 13050 S.W. FOREST MEADOWS WAY m „aU s a,z as SUMMER LAKE STREET LAKE OSWEGO, OREGON 97034 ROVEMENTS 8 _ PHONE : 15031 635-4551 STORM DRAIN FiAwn Ana_ PLaLEHGINEERN6 PLAN• .,,,,mao0 - ?AMEMw6 11111 _ 92 6f Y93 Sheef%- • ,3/ a �P4,-A`-mmi 442T -'- .e..... E©ae®sori eijiM®=26::Gla®•i•11.:ui i2ofli. ' • E. __. _ . ... ___ . _ __ __ _ --..__ . _-._ = • . 0 .0 WATERLINE ,j. r.'sri""' \ 29 SCALE 50 la. ' ,(aa- / AlI / ,--• \ ,,,2-re;,_ F"-' I 7= , SANITARY SEWER 1 , / l'''. 5. fkrs„dross ssses.„ss,„.sl 8.ores„.ss Ftstss. ....Sss- -,, <f- ,,,,ssurs us 1520.'if,',. . ":, ' sue„es cssss,s.,„ss mass,s.„S.s.s+.S‘.sso.5.ss„ 7:.,s, ,4iif ...-.,- , i ''',.',4 4.„ 1 /• 0, . SC,:‘4 .e.,.4 ''S t' . ',Y,i 6 SI.OTRO FITE ssTkiss .4.:,.`,. . 'Ps„,,,, . ; I si.At4fP7 : 4 ' N. ,I 32 1 ( 15 ' 8 .1 „,.i. Tr,.:T /7;,,,..._.,., .3 ' - .' a,-"' \ 1 20.0222 222,2,,2,2.22,22222 222.,„. — \ • 2-1.2'!/ /- ,-,, ...Amt."' .22:Hmt.'1.* .:•:- -. 1 .-•-mt2 wom_emALTA , \ .:'.4. ^,,E -''..4.-• .'L- ., ';,- :2''''' 'L"' t:',2,,,,, E,,,2.t — , ,,— c;¢,;%' '<A 4•,,';',P's' 1, . ,..1.....,, \ ----...,-L , ss-, . 514 LF 8 DUCTiLE MON PrPE WATERLINE ,,s S: I 38 39 o 4 .-I io\ 1 25- 3,'2' rms...8(01,Y OFT ASTEMOLT T 1 , 34 / 357°'I 36 3 .,''2 ,s2,2_,_',"'•''''"''1 .. a 4 EVTING MX 4 1 / 'aWI t'[10=VAMPS / , /---- L -- 7!----' i65,,LF,OF 8"DUCTILE.J I IRO P Pr WATERLINE +sy , S.W. NOR TH DAKOTA STREET N—EXI;l7nr0tL___, ________12,4ATEPLINE i3,,ZKZtoL.,,c,Fs-ssCs'sorg1=7 Fs S.W. SUMMER LAKE DR I VE 14 7- ,,.: . ,F., . ,, ,?,2 ,,., 2, — PLAN 9 e' S7, :'F, ;;;:'; . I 1 -g, , •lw ''''''',' ..! .1111110.1Ir 230 1 ''r,7,Li ‘.1 230 2i 225 1111.11 um 225 , ---- MOWN All ENEENEEKE in ','.(.E Es' I I lifilliall1111.11111110 /11111111 1 11111111111111110 220 --- 220 .?.' ' .----- , 4! ''' 1 1 . oriM =1 - 14,44--------------- 215, 215 et, ConstruCt SAN.MX 7 1 _--- ---____— . , ,74' 210 ., 210 .s , O., ;IIIIIEWEINsi111111 / F ' , "T'.1,'2'12'ART41 NTP1715.rAT'SilnEliT' 205 M - 205 Existiss SAN MN 4 R., .60 RIM 218..3 --'------' 1 ."-'1L-r--- --------_--L----------—_---.----- _----- L_± LI E I,W 206.20 71.I I X'1,Je33 - ------.---1._I ' .----j-1-:/-- -.------- _,..---- PIM 0918 RIM 218 83 113 . zoo SCALE:I"=50 50112 03. =5 V ER T. 195 195 .31,32 I o S.W. SUMMER LAKE DRIVE '-. I 4.009 2 r,,,,' PROFILE , ' ff' S.W. SPR INGWOOD DRIVE `1•-`1 • 11'1' , __, <1.<10 1.00 2.00 3.00 4+00 6.00 7,00 8+00 PROFILE -- OR-AK CORPORATION 13050 S.W. FOREST MEADOWS WAY „o .,,,,n, onn , :nut."..°.;ro",LS's"""7. 4,14/. "°"‘T 0427 irmrsifizens LAKE OSWEGO, OREGON 97034 SUMMER LAKE SANITARY SEWER .r,,,,. Z, AS BLI 1,5 ,,,,,,,, & WATER LINE :PRIB0 PHONE : (5031 635-4551 111 PLAN PLANNING .N t .:,‘,1; CIVIL ENGINEERING /9.3 5heef 74- 1 - - - —111iFrains....klarawagiolgraamatialmirazammeammikimm-....."-nimmiraTappramis.monimmir ' — ...„, .J.,....mr.F.,....r2 12 I14 39 , .:• •:// \.1. II ' 37 - EF.r.--2 ••/ N 21-,„ 1 22 1,9 ;:;; ;;, •• • .1 '4: ,,!,'.,' 1\- -- 7 \ „....t \ ,-,...,,„.-1...-.4.....),:,-,i....-,:.. ....L.Q-:-.1.J.:..... "1 - 35 :......:2, 2 1 : •:-.:.1• .:'" ' '"" ..,,..., .....2.2.7... --/- 605 __-- --2— " •g.;.,' ''. **7"-'-! ' ..:imiatr" "'"7, .2.---- .,n,47."7/t2 .1 I ! ..,_''_..'44.„ ir !IL:26 2;4 A 264 3O 3 VT:Z9:40';0724.,T;1 STANDARD MANHOLE MINEMBENEDINIE 0037,Tro7;xLCTICDP' 'BgIjIt'ls'1TT•A'l'ID'S ' , 24 I !t SANITARY SE,Ta 1 -s - ---T, 5.;•C:,,-',LF7...-.."1,1:1:,,,T,, 33 . I I SANITARY SEWER DETAILS ,T _...o.,...__.... or.o_oo NC SCALE S.W. SORREL DOCK COURT —f, r,','J, ------ 1::-E1'.' -----T . — ,i,.. ::..:—...?...7.,—...,r...:=t.,. PLAN ' 7,-if-ij , I ____ ! f7a, E 2 ,,, 0, _ / ! 1_1.1 I ---- 220 ...... 4, , - 0 ,1 6 1 ' 210 , 1 i 1 4"1°11 '2' r 1'S'7' 1 J1-7.L.41LVX'1441 jai 1 .. ''- o • 1,31.',4: /1_1_,.----- ' _ 4 210 — , 1 \ 1 1 200 ...0..%1;..... "----- 224111111111- 1 2,..#•••01 ,O il. in 2 3 4 5 5 4 3 2 0.00 S.W. SORREL DOCK COURT S.W. SORREL DOCK COURT - PROFILE , PROFILE SCALE .5,0,JEORRT ''.L: FT SCALE I ..10:4E04T OR-AK CORPORATION 13050 S.W. FOREST MEADOWS WAY ,,,, FIE V MONS D.0 TITLE SANITARY SEWER ,, LAKE OSWEGO, OREGON 97034 6 '".I-6 67 8,3'. SUMMER LAKE ..- % ri= 0427 ,,,..,, _ PHONE : (503) 635-4551 8, WATER LINE PRE ....... INC. PLANc.,<... le JEN InIF;Tk; illiDN,AEERING • .=.111...., Pried 4'93 Sheef g_ , '—'.1111.111014.1T 101.61.1...0111elafflibiorszi7Fire2d,IIIIIIN!iSPIIIINII lllll mourn...iragngurarigrangEgg....... , ,loggrawar CURVE 25 CURVE 12 $ Z , .ENGTH. t87119.° 39 DETAIL "C" CURVE 24 PT TOP CURB EL BEGLENIN CR. TOP CURB EL.TH 90 12 SCALE .20 LENGTH- ,01- BEGIN CURB RETURN • 13, 5.76 • BEGIN ca21: L END CURB RETURN 224 36 150- \e� CURVE 19 CURVE 23 In ... END CURB RETURN zOG.>B 95 45 p LENGTH-3a.5355 w w e 7 B LENGTH.23 3 END.6 RETURN 222.99 BTANDARD DNCRETE TOP CURB EL. CURVE /zGQ9a BEGIN c. 217.63 / Li el-,..-;— \�\ ar '. ..:::/ 25 219, LENGTH=22.52 52 5\ / 1F1 a r )___---- 25RiwRBIxE I s3 o5 END C.R. 216.04 m i O 0 \5 45.85 E OI NC:. P,w 9.s9 'w v� \`3' 35 _ O 06 BEGIN C.R. 205c>5 URB L �' II / , STANDARD CONCRETE cVRB 24 eL z2o ss vr. i 45 RADIUS 205.35 OT/ ^ .__ — I/co. — _ _ _ z3 ss END CURB RETURN 204.96 // 13 [i iEs:sZSZ:�xsw000 oB. - wLe ' ,N r s.T..D RT.A 0 V CURVE 13 - S.W. SUMMER LAKE DRIVE ,ao. U v / s/G. S.W. SUMMER I LAKE DRIVE " U� =o;�_�, 44 STANDARD CONCRETE CURB m,' G LENGTH=2L29 E IB R,w R'" i� 225' BEGIN CURVE 20 206.86 a. ,0G END C.R. 206.97 CURVE 18 �IJ ------m CURVE 27 y yV, P>DI 2 le a°, RT. OP CURB DETAIL "13" DD9 �5 LENGT,- 12.63. D CDP9E. RADIUS , B952a'3 DELTA. 99 25'�- R , LENGTH 25 RADIDs- 25' „ET,,,, ALE ,2D J 219.53 19.59 RVE28URVE4 DELTA (/) "1 1 :OP CUPS EL D.ss.T %TOP Z:N2-a1.70.31 %� o U) @ CURVE 29 C.R. 9.3T , -,-,a 5 3 I R R. L D.49 END L E 04 iR 35 I DNcaETE EIDEw_LR N l4 o � I LE - sa.e> O I 1 _ -I STANDARD CONCRETE CURB TOP CURB EL. O 222.51 - �SAwcuT s MATCH xgT NG EMENr� D BEGIN R S,o __!,:___________::In:Z. -:,1____ . NEOL..13 .„oRTRDAKOT . 0.5483ENDCP 222LAKEDR STANDARD CONCRETE CURB S.W. NORTH DAKOTA STREET S W. SUMMER R.w LINE I • DETAIL 'IE" DETAIL "A" SCALE =_D �-, • OR-AK CORPORATION D aEwlDxa DATE ''..C' "° ^ 13050 S.W. FOREST MEADOWS WAY SUMMER LAKE STREETS-yya '. + ::: LAKE OSWEGO, OREGON 97034 IMPROVEMENT INC. PHONE :(503) 635-4551 • - E im DETAILS PL"" ERlxc F.S— 3/24i99 'Z'a,.° `SURLVEYING INI —Fivecf 993 Sheef %— 1=— - - s:.dumumni lll(m,,.,..,....,,. o,,,m, ( .,.lllll "yin 8. Ee FK;!Fi,..S7771"'-';ny-", .....„,,,:_\, ,:. b"T r„,,,, ryrya 6 5 I .a-..w LI ....... ... ^.... __ . ( .:,:r: \\\/ 7 4 C STANDARD FIRE HYDRANT SCALE:I"c 50' \ 6/ 1 i' 1 I ry, -- / `' 22I 11 •\ W `y- 1 - )i --- \ 21 -t�-- I_I ' 1 STANDARD BLOW OFF ASSEMBLY 12 ' ' 11 curNo 40 1 24 ' ♦ `7_ \ , ', „,„,.,„,,,,„.,..,f,' •,,, 'V.,.„''''.:‘,.*S.„ i '''''s 1-4"i: xi- 25 .I • 0 16 i / \ .4e` \ '.., E / \ I 6eTe W/ - - . aeso ids`:.."-`°"`w,.cx °j 30 -I, 36 1 o- SERVICE LEGEND / / - CONNECTION EXISTING SANITARY SEWER / z9e s 3I - __ "iI-C I-� 16 ......... .. NEW SANITARY SEWER W III ; EXISTING STORM SEWER / /'�s I I 35 �i • NEW STORM SEWER / _.__-.- EXISTING WATER LINE / I t / 3 >I>E- i z%+N l/ 33 ,/NEW WATER LINE • EXISTING STORM&SANITARY MANHOLES / /\ 34 I1 O NEW STORM&SANITARY MANHOLES / ,�j ® NEW CATCH BASINS oe-y � H �Fg,EONw1f\ ❑ NEW WATER METERS&BOXES / ��'°° e I • EXISTING GATE VALVES // ^� so 9a�' zp`) O NEW GATE VALVES / /•.,/ / s N CC NEW FIRE HYDRANTS / j '"�esF / 4/9 8ti .�.°.°a ' OR—AK CORPORATION °^^ �` 13050 S.W. FOREST MEADOWS WAY JFN oaz� SUMMER LAKE UTILITY PRe - ""''' LAKE OSWEGO. OREGON 97034 MASTER PLAN �.° v NNING INc. 10 PHONE (503) 635-4551 PS-- JFN s, cv LENCINEERIND wmwua: , zs 5/� -P,,Jec/ • `/93 Shed% • YYYiPiiAIYYYYYYdYYYYYiYYiYY °`°.".YlfYY:Yiosi■. "���°• ■mmamn nxamimmu�enmo m .. .00...®...`■'■.:..., ..ciimuiuiiiuioi o�e 'ai�A'.a�a`.:°.ou'�'��I'. - - - - N oY 17 / 16 QM 7 N0TE5: . "SUMMER LAKE" 141 :, ''3. ,D, "f ,°•, �S qRT / THE QUARTER SALONG THE ECTIONT LINECORNER ER LOTMONUMENTIT'S A PUBLIC UESSESSORI s n5 SHOWN / M / 5 U4,MFR PROTECTED AND PRESERVED AT ALL E IS MES. PRIOR TO ANY CONSTRUCTION _ RVEY MONUMENT TO BE IN THE IMMEDIATE VICINITY,TN YASRINCTON COUNTY SURVEYOR S l A SUBDSVISION LOCATED Ill 1W£NE AND Se 1/4 OF SECTION 33 AND ME / 0 VB•�14 /�4� / BE NOTIIFIED. ACCESS FOR SURVEYe PURPOSES SHALL RE ALLOYED AT ALL j NY 1/4 OF SECTION 34, T.15., RAD., Y , CITY OP TIGARD, _ x a5P59p ` TINS AND FOOT 55 ETY EASEMENT ENCUMBRANCE ON SAID TRACT /J�` YASHIPC[ON COMM.aeFxJP - - 24 e� 3 N 8.00 P EXIST ALONG ALL LOT 142 i n.25°� 23 II ES ABUTTING YPUBE STREETS.ns SURVEYED JANUARY, 1988 - ,., _ W - E SIDE 1 OF 2 • LEGEND 8109 .°j m RAP. )-BOUNDARY CURVE DATA - %ti it �°4,"•k,P'�° °+ 3Pp0'• °Y 00\xr DELTA RADIUS ARC CHORD ODORS BEAMING - °VENOM s NOWHERE eamm As NOTED emmN .t- PA -fad• „ 22 p w 152 Lm' - ! °PLASTIC A 5/8 SCRI z 30 x.C.IRON els ROOBOO VITA . • B\�74, R A 29040'358 7.6' 98.54• 9)-56' 810045'348E `; �' )LREND CnR DAL LINE'bG0I3S PLS 2006^,sFf 43 • • o' K..r .- (R)643f01ES RADIAL LINE. ®` 'SP f�� _' 9°40'35" 347.16' S8.63' S8-56' S25°54.34"Y - o BOONES ABOVE S]SR POWDERY TO BE POST NONM3TED ry _ n °.9 10-06'S1'N' e. 151 B =O. �� 26 p a5 ° 10000 Y,IP•.r'A CENTERLINE CURVE DATA / BASIS OF BEARINGS AND BOUNDARY DETERMINATION \ro N'P,, /�/// SURVEY NO.17,692 /V A 0 2•B R. y^\ DELTA RADIUS ARC CHORD CHORD BEARING - .k' 144- ,2>s f •0 °4°+r21 150 Q �, . V •-. °$C • , 1 38000 O8' 322.16' 213 68' 209 78' NIl°44•48"E , V 27 ?Vj]f--j 44'�r6, 'R 2 32°44'39' 100 00' S)15' 56.37' NI6°25.54'V N •4'• k. - 4>. " \ 3 5°48'21'. 1000 00' 101.33' 101.29' N62°57'458N 4. A'D p '. • •7 -A 149 4 7°50'38'. 200.00' 27 38' 27 36' N 3°19'S)'Y 4' 4' o i'' 20 f aS`' - w \ 5 6°°5'ST' 350.00• 36 715' 36)3' N86°59'32'Y 145 O: f 4 Q /q80-V q \q43 E 6 23055'2fl' 350.00' 146.15' 14509' N)2°O3'19'Y ° ; / A. .... ° J f LAnD DEWELOPMEiYT w Ey A5 o ae Z consuuwnrs mc. VSA./I. I1IFYC{1.. �� -- \dam ._PoPo.f_..Y CnO�' • NP 19 N�33 f '°'°/ AM 2090Q 1 eLincoln aE-aoGsc "' _9ss 29 -' 6sP. 8 m ...,../ q ,,I, / QC 146 3 NPP 3 ,, 40 a `'J-f aY° • f '4N zP 174 / 'q�RT S °d o}e. °° °, is 11 • o P-f/R•,. R t73 / `�'�. 3MMFR' - 8 fPfiN V 1 \ e '0p. f NPA N ° __ ) _ I e° ,o s. a 30. ,,,,../. 172 ! .� 147 ww p°. , 30 t bo .qT/'a.P4 f Yo°bo° /oo p Pa.f wo,�bJ,A r R/ 171 I - — �_ \ rvamW �O' ��d.- bo'° - 17 /ib ° �2p b .f• ''',335- „Hein i Nh 0O0a f �J/ • NPA. N w.O�.�o�oti IO / 9 e /0• ` 4- R, 31 -/ 'Do°s:P Pam'-•,6- �.p r °°NPB. NzjP I - 1 h N /P.T /Y a-f a 0j F O ,• , .z 0 Q _33 n,,,... 6fo-f/B • I6 g3aSw e N 13 '•�3 'f d0, _ �e- 4 a BAOo �.. "�-e/' f+ a5'zo- 2 N 1>Is 9 �°7 PLASTIC INSIDE CAP 5., R 33 • - �� \.3 °` '6d 32 ®'.• ° Qom/ a6 x° e 6 _... J 15 14 3 •1 8 pss > e- 2b°ry 8l9!• V _a [/J • P 4tom Spg6' Rr/ sze P' --- '0T S ---____LA ®• N o-362r E lea oo ° E sEMENl f A Il s•re" e d d3. SUM '3 _ w .M, 2'." 20a.70 u "' Q , 6O ® BaB3ER LAKE_DRIVE a o 5173 ° ®'" o.la 6D.oP 298 5 - m B mee a.Baaza ...n % �"' m.n a a„ 38 639 40 3 4°Y..s aff a 1 34 +° 35� 38 37 _ s .� _ 2 _ __'' m e 61 Yw'°"N e °n°N.LOAM ' o P°wm ua °°F+ . m ea°OeNr :If . 61.1. 6.2a 3 Y� .159a 4444__. ___6904:.._ U9.90 •o _NIP ]CEO 6a 2'yt^/"_RO.PP• -J,616Y 80. - 2O CNOM-ENICULAR 3„ S.W. NORTH DAKOTA STREET • 5 00.007,w 'CPR 5 00'PotiC E ffi• 4o-sr i, Y DA' S p0.100'E 93933 U 9EEMOTE1 9 30.00110 I•PEO J°''/ J OR AK CORPORATION SUBDIVISION 3 tiNvrs 13050 S.W.FOREST MEADOWS WAYLAKE' = PLATEn S PLANNING LAIC OSWEGO.OR£GOIy:9703A r SUMMER ® 042 > PHONE 5 P ONE •r(503) 635-45 I ' :F j l AP.S-4 ® INCri , P�ajecf /93 Sheef — ,` fTI K t t T • m4 .->,__. ci._�'_2A _ _ti..a ._ _ _.1 x�.. _, • _ .nm an:ti m::::..IB..:,:SIi .I3•.:..®....9Ca 4:I.ME 'I� udi 1°I 1 l ... In ou.I3a uuuuo m... ._uo.i