Loading...
HomeMy WebLinkAboutSummerfield No. 14 .,... ----,.... 2 :1 f I:: 1,4'' , !Ili 74:1561.L141:1-1V4-4_1„:",„„ I f•I txrAL.E.,bq msx-z g-Tv-r -..,-- x,___ , 1 — 6-Pir;--1-1741W-C2r-14 4 -ii)'ielf) MI --.( 12' Pc42-ri__ A113---, - - .-L- Wet-f,,tiV- -.7-a97 ----__7--,OS- 61' IAA-1K 451Z,V16 5e - 1\11:-) fi mr4 ,..., ''. 7 --," "Aro .NI. , 4.1 TO- 6-- --12K.,.0-\ti.fe? 0_ -5•0 R. .,„\, a.N_H r --tv____ (34 _____e-Att . _-_ - -____ _.—__ . _ 1...f _Lafe3 6-114 RI...1- U7 --,)t >, - I il izsittot- __4). 4z4. 1 - zi-- ..... o-J6r. _tr5_, V6 [11...t_rMA?__. 1 ___ - CONSTRUCTION NOTES v„ : -- - - -IX Y1 1. Notify Tigard Water District prior to commencing construction. All curbs must be t . k• installed prior to installing water mains. ;..i Y: It.) T&"at 2. All work shall be in accordance with A.W.W.A. standards. Nj ,- &L-E1 WI `SIX -d "1-5 , 3. All work will be inspected and approved by Tigard Water District. Tel 5------ 4. Fire hydrant assembly consists of 8"MJ x 6"Flg tee, 6" Flg gate valve, 6" Fig x Flg i spool, and Pacific States fire hydrant, 51/4" MVO, 3-port (2-21/2" NST hose connections, v.viL7.- v i _ , 1-41/2" pumper) , 6" Flg connections, 11/2" Pent Opr Nut, open left, color: red, traffic \ -- j12- Si ' model. .:ic,-----& --/O-Y,-- ----— Alr 5. Fire hydrant shall be installed upon a pre-formed concrete block with 11/2 cubic yards , a of crushed ]_ .-" drain rock Tar paper will be laid on top of drain rock to separate rock from earth cover. -r .--rA E..__ ) P t----..---- - 5A-tfl-__P_Kaie.c-r 4 e.,„.4 3,Fy , - --a_ .,_ ...„---------- - 6 . Poured concrete thrustblocks at least 8 square feet of bearing surface at each tee, e..... 0\ cross, bend, and blowoff location. It*VirAt..le ut..LA. an \P-' Ilk AI w Z:v- I P Oali Al,_604--- \ \ 7. 36" of 3/4" minus gravel cover for all mains. R...•TE..__1\45.:16r- &-)x. . 7e."2--4 17A„ 0 8. All sanitary sewer lines 10' laterally or 3 ' vertically of water mains shall be ... \ encased in concrete 6" thick 10' fromocrossing. Where crossings are necessary, they must be made at approximately 90 with at least 18" separation below water main. 0 iert_ 9. Mains shall be tested at 150 psi for 1 hour. Static pressure = 85 psi. Ta3-- 10. Tigard Water District will install all copper services prior to blacktopping of streets. Meters will be installed by the district upon individual request for same. Q7 11. 0.S.B.H. bacteriological tests required. • *7 10 12. Upon completion of installation, contractor will advise Tigard Water District of total construction costs to which will be added 10% for district inspections, water loss, 4''?* overhead, administration, sampling, etc. , and 8% for engineering, including permits, /,,,, .,(. 32_3= "as-built" drawings, intersection maps, etc. . ------------— Record Oravoing MATERIAL LIST: N-02_ rro-e) / This Record Drawing is made available by the City of Tigard as a public service. Item Quantity The Material contained within this Record Drawing is for reference purposes only, 12,27 TJDI pipe, Class 52 , and the City makes no representations,warranties, or guarantees of the accuracy of the material. 6" TJDI pipe, Class 52 160 feet 6(1410/ I Approved By: 8" MJ Butterfly valve 2 each Title: . &99 3D PROP 8" MJ cross 1 each_ , /0 8" 340 feet 8 :_ G 1144. * 4:,6 .# 8" MJ x 6" MJ tee' MJ 221/2o bend 1 each TIGARD WATER DISTRICT 1 each , c / PO '?•)2 I 0_1,4 <0 --- / 8" MJ plug 2 each , 091 f / doey, 8" MJ solid sleeve (L.P ) 2 each - , //r- / 8841 S.W. COMMERCIAL STREET •TIGARD, OREGON 97223 I 6" MJ Butterfly valve 1 each , (, AN 4,/ TELEPHONE: (503) 639-1554 , 4 6 N9 ke 6" MJ x 2" IPT plug 1 each f IAN Q•611c- I ' VNI___ I 6-97<5 mr \i' - 2---e? ,111- E. A Fire hydrant assembly 1 each WATER PROJECT -....,, 1 11 X le-Aim m ..gFi5-1,..-E2 NO 14 hi 611N41 ia rz ) RitAl --A H 1AN c.) 0Z) 4,1"1, wei r4 A4Net t - to pp_ ___ i 1-7144_ INIA.,5 V ecrizer - --------1-2-_ _ - - i-LL-_- itki A_ HI_ N_61fo ist__4_0_11141Y o g ___,____ _ __:_ _i____ -,T_____. ___-------,----- -1....,., • - 3 . Robert E. Santee, P.E. Administrator "_'-'_ Cf-I- , Abmfts_ , -__ 1 A k7 ti' 1..? fw 1- I I I I 1 • - ;...,s....d.. .....:.,ate ... n.w m wr.•...w.�w,a..saw..ww....,..�m n.rea.r a-. .,n+aoaa.. ../.+..n� - `��a..,m...,-.a....ae.........wear.mm� .. - .. r..• \ \ 0 2. ,J [SI �� ' r• JrcOk f ILI !Ai I !� t,f f=1Y S T. DITCH-- i0 1 '/ la rN a i r� °' :J «i 1 i 0 n f I j p 121-2 2.2 7 cj -ZW CT-91 .32"nF is'C..9,fs \ Td 'ear4,-- `21" 1 � -- 1 fl • ;' k' �., -+ -iul I I I io c:3 i I31~G l N l�s T I M P V 7. Q 2) ', �.S�� c Busy:",.�iT�riF S \ .�, 1-� Ns; /�y -- 1-- \ --- ____. -�_ w __- __ c)o 1 j E I 4 1� %Lfh'E }% S:- C_.R 7av �I • j TC� Zvi •�3 �C r�� ,rv �.c"�. � I �n 1( i I I I F-• 11f "� 2, FUTURE. Cu LINE Tu., ' aD - -- -- - . _ _ - - _ - 5 • - - 6 7 6 �i ! i~X t s T. i?i rC F-� - - --�- �� _y �� _-�-�-- _. _ ..,... . • \ * ?1 ' ._ L ,# H -- - --I--- - �. i _ --_ 4 - - � _ I _ y r i. Pam-�i o , j ��' ,;o L� 0 -. i • i cl.' •f••.•••••• •••••••••••••ft••••• J•m..w.r •••••••.••••• •• ••............r . . i -. ....T.,. 72;:: P., \7-:.P% ?: \°--\\.,3 .471, --- -___ --- I \\,?. . :_.0 7 7\ 4. a, \ CL. BEGA+ZIN! CUF.E ti f.C.=227.4F05 `1 iiI �•yag :.' q't�� ' \ 11 -%-k 0 q' : TJ i' t:7 1 i Q 013 f r' 1 ' �1.ld,REN10Vl= 1 EMT'. C. J. \ ). - -- ' 5°' ' COW S T. -WIN . - G NER L PI (� TCS: -'' �.� ,36 ><� ° 1 `� ,r 1 . ALL WORKSHALL t3 DONEWITHTHESEPLANS -�G'-`�SSoo ��.'� ;'l�`Z c. \* ; �0�� Y �, E IN CONFORMANCE AND WITH THE CITY OFTIGARD STAD- s -' L 4 .- • ¢ E),4RD5. IN THE EVENT OFA CONFLICT BETWEEN THESE PLANS AND THE CITY STANDARDS, THE CITY Es'"' a• �� ,�r •,s - /� � ` = p �-• STANDARD SHALL TAKE PRECEDENCE. \ 3 �0 �1�;' OR o_-' 2. NO ITEM OR PHASE OF WORK SHALL BE CONSIDERED COMPLETE UNTIL ACCEPTED BY THE CITY AND THE G� �� ti\ vl - ENGINEER. I , i 25 y . \ ` -a . - � i $ P 3. ALL TRENCH BACKFILL MATERIAL AND METHODS SHALL BE IN CONFORMANCE WITH THE CITY OF TIUARD I I �lv� 1 0�76 xk.-�os>- g' \ 1n Ny"� 6y \I $ y�! STANDARDS. q' I rr€ 4. ALL PERMITS AND LICENSES NECESSARY FOR THE PROSECUTION AND THE COMPLETION OF THE WORK 'ry i `�/ helE5 �,':cLAss �,�„Rrc PVMT SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. \ ; ` el 'a . ! .t ' . I �I a�L� � ' 4 'y ti4o� r a]. i ��. $' a 2 :r[Ass fr i�fG .gY�aT. 2 15T. L I F T 6' f \ �- V 0,A. 6 , 5 x GW mole' ro -+ 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY r+-�. I�1 v . Gk q.8 {u a -• >W - t ti i I 1 11 "`rl 4w�. / 7 V Y 7Q AND IS NOT GUARANTEED TO BE ACCURATE. - . _ •• EXPOSURE f"` i ;� ` ,� 2 r O ©o 't g a- - 6. BEFORE COMMENCING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY ALL PERTINENT COMPANIES OR ' 1 r • r_.. :. 's 'y,°"` �" umlir • "" ri i _ !.a- o tip „ THICK ✓� �1G' �'" ' ... ��\` ��' ` o AGENCIES WITH UNDERGROUND FACILITIES IN THE PROJECT AREA SO THAT SAID FACILITIES MAY BE , 7%' -- •' D:��d a °�' �J, o� �� N r I " / ''- O" cRU�fif"D ROCK �., virtu • ACCURATELY LOCATED I.E. ELECTRIC, GAS, TELEPHONE, WATER, STORM AND SANITARY SEWER. -Ora/ h 0 1 �,.- N>RIVEWAYS r� / �,2� �.,I G 7. 4-INCH RAIN DRAIN HOLES 2-PER LOT SHALL BE INSTALLED IN CURB OPPOSITE PROPERTY CORNERS. LDS'' f p',/`' 8"- I }'i o°CRU5I�ED ROCK ` .. 4. 8. WHEEL CHAIR RAMPS SHALL BE INSTALLED IN CURB AT ALL STREET INTERSECTIONS. �0,'D`'`' 2 - .�' �p•�/ ���,, CITY STANDARD DRIVEWAY APRONS REQUIRED. �zgtrti - MATERIAL NOTES; - /2e7/,9L 5T i/P, ovE/ E.NT HALF STREET IMPROVEMENT ` / •CC-1,-o 'L�' yx °0 -s, /' ,fir,-',yp�1 c, ..,% NOT TO SCALE. ,e • �� 1 . STORM DRAIN PIPE: CONCRETE SHALL BE MORTAR JOINT OR RUBBER JOINT CONCRETE CULVERT PIPE 8�T�JE.e� C re..2.di E A.V.: ,5.1 00Pal/PVE eah-ST.SipE Sty/?ra 7t5-6-a) 5. � °�. �� '� 1'� CONFORMING TO ASTM C-14 CLASS 2, METAL SHALL BE ALUMINUM CONFORMING TO AASHTO M-196, #✓o.�Ty� 'a s h .44 1� s��. IY .stv. A/,EVE ST sa4•��i ' s4v.e/2 2 T0131745"06") __. I �. - -� 0� 3 a. • Cr sTxrs•�T cA."- .6 rc2 ST• OX.�a , b g M-197, M-211 and M-219, THE GUAGr. IS SHOWN ON THE PLANS. STi�'E1'T�4,A+Cr/GAa� C,2O�,.OI = ,L:'• ��;��`O �(D•\, . 2. PIPE BEDDING SHALL BE CLASS "B" FOR CONCRETE PIPE. METAL PIPE SHALL HAVE CLASS "S" IN pp>', O " YEA' RIGHTS-OF-WAYS AND CLASS "C" IN EASEMENTS. 3. TRENCH BACKFILL SHALL BE COMPACTED CRUSHED ROCK IN STREET RIGHT-OF-WAYS, CLEAN NATIVE • • I1OTE �� ��. a �` ' -� "' MATERIAL SHALL BE USED IN EASEMENTS. ALL CORRUGATED ALUMINIUM PIPE Nil :,'c, aG, \ b/ 4. PIPE ZONE MATERIAL SHALL BE SELECT 3/4"-0 C.R, . ( C.A. P.) SHALL BE IG GAUGE vi•-A Pcte .,ry,ago __ Iv ate. I/ 'h. � _ �� _7_ _1_. 'PMEEIPIINIIMIIMAMMIIMMIIIIEIIRIEEIIIIIM . u"E EIWININE .1' , _ Sri �■ �� �I�IIMINI�I•i �� - ■IIII =-.MIIIIIIINIMIIIIIIM IMIIMIIMII MN= IMMIIII=WEIMINIIMMOIMINIIM all miumLillis mamma MI M =MINIM MINIMIIMINIINIIIII Wil =MIMI ___et - 1.11.111INIMIIMIM .___- i . ,_ az .61, Ar rwd____ inolommale Kill M _ _ imi.....M. Nirli ftiii _r,,,... . ft.' :v Immo innummiWarnmilMEMME, M mi... MIIIIMI"."5==. El IIINNINIWM=IIMIIINIIIIIMIIIIMMN====l=nmiu;= _ s* weamin,zim 1 - 11•11•111111111111011111111M.- Mrilb1111•ICIZIP 01011=11111111111114 M -- M - IIIIIIIME1111111MEZ • 0111111111.MIGnialliti _ - momp _ =1.IIMIIIIIIIIIIII= MI= MisMIMII= _ . 411111MIMINIIIMUll thh."71.11111=11. =M _ mu "M.W.MM.W.mw.,-Morm-E.Mmium= „1/40 pl...mut, , _ ... _ - sma. , - -M,,M7 , - ...... moms . -L - , ,,,..... iiiimEll111111miiiMIEM , NE HilEmoisz . ...._ ____ • /./LiCillliffli arial: �� Mrs ��� 1 �■ __ ��' L all11111011•1 111 IIIIM � -- --- �s 1���1�! upliiIIMMIlamiNIMIIN { _ Mi[wl�,: r IIa --T-----1.1111Mi MilliM- iffri"."....7-AtWIEWA" ME 11.1111.11 �� ��--- - KIMIMIMIMIEMIMMIINIMNIIME� _ U . 'ii � rKIIIIIMI /4611.0":4•11•1111111141111. IIIMMINIMMIMMEIMI.1.111.1.1111. In ___ 1l1 1.�/fM1WA11i1 r�iw 1Uri,E J --- T-TII: 1111111 MI 11611-1.P. ���■ �■�M>_�iIIIIMIIIIIIMIONIMIS �cl jam `4ral i �� �� -a MINNIE : -----, '�1MM - --_=,,,,,.=. IR -= =� II.,�(e ., -, -....-_MUM ... " �� .loonse= � NoWilI■rI1I�~ 4IIIIIMSII=WMM { - n...555555M = IMEMIIINIMINNIIIMME= , El 11111 - ' - WillX0/117/14•111= M111.111.11WINFr a ��1 11R uIMMIM � ft�� -4. i■r�+�■��rl■!�■�e rIIMI♦�r■�II■I i�i r_ .a1r■. � �1/MI !f == • T.c. iiiiiiiiiiiiiiiiiiiiiiii MIlj ,� --- MR kW. ----L mmi WA_-7•:- • I 1 - • l* M _ L,--i HI_ vim/gm �� r attar. - � � M.1 r• - I`^ ,�b�mrr riff ' a• •�� =1.11M.1I . - - -_ roc`�� G. - - 2++o • IFERIN = MIMAIIIIIMM 1111111•111= . _______(-1 ,. ___Li =ME - - _ • ed... MEN:dp,----- cr - 111111 (3- EMI= _ .� - - .• - �_ - %. MOM IMIMMOMENIEM=M -INT- . ni mommllemiliMill 1 llimmill „I '.-�-wasiart- Ammo� . 91r . �� �i~ttil II ] _ -�^ ! n ■ l l � _ fq r_ Mmn! r.r.. IIi----! l�fFl ,• �ii imomI► ��� - ----,---- a -'n �Ir- @LEI • ■I�l��I�I� it ral■Ir�I� IIIIIIIIIIIIW _ _ - I�I��is•2= - �■I�il■�� _-_- ■ �_ _ - --- .- 1--pl.- _a--M - MNIIIIIM=MMIMIIIMMOIMOMMINOMM 1== -.!_.- : r -- - IMMMIS -"' ".-- _ 230 Wilmm- - MININUMMINIMMIMMA_Milli � r, 1 1 -_- 4. MI.MIMIIMIMMIMI=MIIIMIMIIIIIMIIIIIIIM=IMMMZMIE ---r- MINI El ------.77---. ft ... . . . noilliiiiiMI Mal bailliMilikEIMI Mini MOM IMMMilliiiiiiiiiiIIIIII r rl�■III _ M - - - -' ={ �-� -« � i- ill =AMIN. =NM III - - _ - _l -.-,____i I I ......2.........., - _ : - � C � i M , J -"I- µ - � - -- 225 E---- rimosimmiffemmffffinimm =II ICI■ ri'.� _ = i �_ - OM Mum=i �I � � mIiiiiiiiii11111111 � - - onn _ Ikr _ � --- - _- . - ^ -_ _- - - - IM=IIMMinnummummumm - - - r IIIIMIMINE11 _ -- - - -.‘ Li= BE ---, i_ _ ______-___ _J.:- 4 Mill MANI t II1 ri= _ .i • - '`. .-. -...- ...--..m- -r.-••• • -...-,-. .--•... ' .-'-. .' •.=. _,___.__. ME j17---..-. -- M AL __4.. .1-‘1. .v IN ,--.,--- ---1-, - -- - -. _____A __ _____ _______.., ----r----_. -.---..--- ......---- _____,_+_____.___. '----- Ell -- - ___.._17.._,.7 1111....11.1 ^ , _ --- ---/- - -k----- L) - = M 1 . oi-0o 'itoo 2+•00 3 +' 00 4�•00 5 +0 0 G -rO0 1 7 +00 pt0O cri OO 10+00 k 1+00 IZt00 I3fi0C) I4 -t00 i REFERENCE INFORMATION AND MOTES: DESIGN INC.HORIZONTAL_ DATUM 1 SUMMERFIeLD NO- G PLAT. W.L.Mc/J.R.1� T �"4�..d� IN DE L�✓P +�� ld 1 CO. l�L f A�SQ HORS• I VERTICAL. DATUM : CITY OF TIGAR 0 US C & GT S . SUMMERFIEL . 1 4 II T. VI:RT. NOTE : PLAN & PROFILE OF S.W. HAEVE 5T. FROM 0 + 00 TO 12 +22,27 IS 'SOWN TRACED OO T AVE. JOB NO. ' FOR INFORMATION ONLY. N. H. TIGARD , OREGON . 97223 - • -. ,; _5- STREET IMPROVEMENT'OVEMEVT AND SHEET 1. .AS BUILT _ CHECKED� a r r i -> d'1 I#Ili c n Associates STORM DRAIN ENGINEERS-SURVEYORS REV. DESCRIPTION SUB. A{'PR. DATE DATE $405 S.W. COMMERCIAL STREET REFER TO TRACING FOR LATEST REVISION 10. 2 , 8 O. PLAN AND LI PROFILE TIOARI], OREGOhI 97223 OF 2 �..._. 1 1 I - 4 ■� .,_ - _-_--- ---___--_ _, ..-- .�___ .t._. rcri 4 F. in, f1 A B C D 1" F G i I I 1 i I i - - .. - _ ._ . .. .. . . . . . . . .. ... - .. 1.1AJ.'Yli�w M .. _. - _ .. _ .. w.w... a ...... . .. . . ... .. •- • r....�a • \ \ r- LINE EriEs: •'-' a \- 7 _ _i__ - - _. ....�...._. ._.�y _ ---- _ M„p •'• a II re p mow-- _rfl17.�i Eli ,. ii La °^ F �L S S. W., NA V E T. C. !� �I 00 \oz'a PR�1�CT .r1::::: 4 & ! 16*57. isS II Rai i V+ 5!T 4. rse r,, M C.2•f0 •• 4.r _ _ML1.a /L MfL,aLL, �" ♦ w� r r `I�r• L VT • i �• �? `,� \ Q� :sN,6.5. .9 Wit? IC+fS.05 ' 1 ry eof• i 38...,jrN,\ "4,.............14••••• ,..1.,' � '` .. fr✓ L fit!* ,• 6r p \.41_ \� J • r. 1 ]T. " \ �r .-7-*23• 5 1'Z . ':spa +:,'o . 9 �r VICINITY MAP 1 f�EMP r3"C. • <.O .� s-�, 'fi . r / F 9 xQ �1a .7'- /O . \• se \ p' ' kr \ r 0...,:rro•A %.N.-' ' .•••• • 77 -- ------ - ----..--_ .--- ---- - --- - --.-.. . . o / • \ ..---- . --10 ) ‘-t:;.(6 ->) \ tit m. • GENERAL NOTES: SANITARY SEWER \ �� ` - �'�- Ir-lt��.7a // v n 0 \ M I.1 C.2.9/ $ ;., es 1 . ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS AND CITY OF T16AIiD_STANDARDS. IN THE EVENT OF A �f `�.�� N �` 7,4 ` ..-- 7/ f �. / C Chi, CONFLICT BETWEEN THESE PLANS AND THE CITY STANDARDS, THE CITY STANDARDS SHALL TAKE. PRECEDENCE. J/// / 2. ALL SANITARY SEWER WORK SHALL BE DONE IN CONFORMANCE WITH CITY OF TIGARD STANDARDS ` ice V4,72 $,�Q /� 3. wo ITEM OR PHASE OF WORK SHALL BE CONSIDERED COMPLETE UNTIL ACCEPTED BY THE CITY AND THE ENGINEER. F� ��,x ,;It�� f . ‘' -„,„4:;,,,, 4. ALL TRENCH SACKFILL MATERIAL AND METHODS SHALL BE IN CONFORMANCE WITH THE CITY STANDARDS. • :4/\,.. 1 +3i•g0 5- r1 <46) M H C.2.8 5 ALL PERMITS AND LICEC(5 S NECESSARY FOR THE PROSECUTION AND THE COMPLETION OF THE PROJECT SHILL BE SECURED AND PAID \� :�%'c ;� f 2- FOR BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. y f •�'9 , '••. / -2 O 6. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL NOT l FY ALL PERTINENT COHPAN I ES AND AGENCI ES WI TH UNDERGROUND / FACILITIES IN THE PROJECT AREA SO THAT SAID FACILITIES MAY BE ACCURATELY LOCATED: I .E. POWER GAS. TELEPHONE . . f 1�¢ �a-ao N HATER, SANITARY AND STORM SEWERS AND •RAILROADS. ! MH C. 2 .7 �. , ,a 7 THE LOCATION OF ExISTfNG UNDERGROUND FACILITIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND IS NOT GUARANTEED . 'N.TO BE ACI:LIRATF,. ! & ALL MAIN LINE SANITARY SEWER PIPE SHALL RE B INCH CONCRETE PIPE AND SERVICE LATERALS SHALL BE 6-INCH CONCRETE PIPE • 7� .4,al•' ,j `��3 <�. X - .0t/O, ' S. A 2'' x 4'' WILL BE PLACED FROM TH END OF THE LATERAL TO 4 FEET OR MORE ABOVE EXISTING GROUND. THE TOP 6" WILL BE 0 4) PAINTED RED OR ORANGE. THE NUMBER OF PIPE LAID AND THE VERTICAL DISTANCE FROM THE I .E. OF THE PIPE TO THE TOP OF 0 I--• �C'' -�l/I: ..../ • THE 2" x 4" SHALL BE MARKED ON THE 2" x 4" AND THE CONTRACTOR'S ASBU I LT FIELD COPY. Cf Z ifr I 1•r 80 _.41 L=21, `j C7 CC r( 10. NATIVE BACKFILL WILL BE USED ON ALL LINES NOT IN PUBLIC RIGHT-OF-WAY 70 D=.9' = 1 II. 4,1 LINES IN PUBLIC RIGHT-OF-WAYS SHALL BE CLASS "C" GOI ?At;TI:D WITH EXCESS MATERIAL TO BE REMOVED FRO THE RIGHT•OF-WAY ~ I J �: • ~`A � ' 0MfIC- 2.5 AHD SPREAD OUT OH THE ADJACENT LOTS. --- _ ZD 3 O 100 L.=15' � - - _2 .r r D 8 L_ - [rC .:11:1\11\'31. ......... --'__ __ _..�--._ _�8..�v..l._ - _mow_ _ __..___ _, - �__ �1 �- �� �} [� , --- __ _�.- - - - - --- --- - i'-- - - _ ,_ - --_ i� _ _- ._ .� - .._--- - ___-_. . -�-. -- -- ----- - -- --- 2 '^ .r car,----�y _ .� _ - -- - _ --- -.---- -- - 3 I . 11 .w-.-• _'+ - -.-._-..__.. --'-- - - -'- - - - _-.- - t-- ___. ---.�� _�_�_. __----'�--•. __.. _.___�..__ .��� -----,_ -_-. _ -...�_-- ---- w_ �- .___� _ __ - -- �.� P - �- - err ( r I _ f - ___ -._.-1- �_...._- _ .__,-_- _ -- - _. .. - - -- , _ • --------' - --- •. - • • ____ ,_____ .2„) um �C. - - -- - -...-- - - - __.-. �. ____- H �-- -- - - -� --,- BM - - - - - - -__C._ _._ t . . _ $ L' _.- _ .dor _ law - C � __ _ -- _ -. - _____ - - - -- _-� - - �° a r� 1 ` ram_ I'r • • ' __ __I ._ , ,1:+ader.411•11111_ _ _______ _ . . EMEI _ V ,� ri I IIMMIIMIT=0,14e - ___.__.t. _..___. .____________._.... _ _i 'a 76•rQ .__ _ __ 144,_z_ _______ __ __ o- ill. 0 limmit _ _ _ . • ilatz 1....:.77.1.7•1: :17. . c __...... _ :. .1._. __ ___ _. ... .. ._ _____ .4.„___.„ ._ _____ T: 0-NII, , _ . ,,2),,,/ ..... ------. _ __-. . UT r---- . ' • - - - _______. ___i_____- 1 _ _ 1 ' Mill -1---- . - I ..,1 - ... .-11==liai It ----r- _, ...--'----- -. .___-- --- T V V1 r r .....P..J it N .�._._ _�._ •.- .�_ _ ---•_- -- -- ---.•-__-_ .-_.�.____-_______ __ _ -44_ ..--._ _ _ - -- �---- ---w-._.... _- -.'"' ---- •-------_-.- _...-" ". - - - I -- _..-- - -- '-- .•-• ____Mr 1111.1111111117 -1--- r . -.-- - . ... ....,L, ___... - - -. ---.- .....-- ... -___----.....-.... L - - _" -- - -_ ` ..-w, -i-4 zT --�4 - - - _ _- -- - ��_ ir -. - - - ^ �_� i . 1 _I-4+00 15+00 I6*00 17+00 18+00 IG+OO I74-OD 1 , REFERENCE INFORMATION AND NOTES: DESIGN T'�A L A T E N DEVELOPMENT CO. INC. SCALE HORIZONTAL. DATUM : SUMI�fE.RF'IELo N4.5 PLAT ,W.L,K4).R.N.. SUMMERFIELD 1" , 50 WW1 VERTICAL DATUM : CITY OF TIGARD . U 5 C & G S . NO. ' " 1' = 5' YERT. I TRACED VIl. I ! T1 ►4JOB NO. - ' t • H. TIGARD, OREGON . 97223 ". ' CFiEtKED » SANITARY SHEET . 2 I As BUILT CHECKED R. ,�. ArMcMonm Associates REV. DESCRIPTION 5U6 APPR. DATE • ENGINEERS-SURVEYORSCALPROFILE DATE $'QO:� S.W. COMMERCIAL STREETpLAN ..._ REFER TO TRACING FOR LATEST REVISION Io. . 9O. . . . . . . . . . . . . .. .. . . D, f0 _.TIGARD, REGON 97223 OF XIL nsr.ea...rV.r..,. r.......o......I.Farri ar....b