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12531 12533 SW GRANT STREET 1 ' .11. f � ' I/2THICK x 24�� OlA. GPOUT SEAL ALL AROUND r , END FORCE GROUT INTO CA5 iNG PIPE I8 24 I 0 a w i6m i" ST C A S I N G - •.. I �w�J \ MAX. MIN 8" CONCRETE CL - 2 i CASING PIPE " ' --�7 CARRIER r- .._CARRIER PIPE 27 _ � Its : �J• 4! : I ,. i — -- — ----- __._. i+ IAGUe<T ST Vt/ ST t 4+x4' CEDAR OR REDWOOD60 • BLOCKS CONTINUOUS T I y3' �t5 E.X C E P --==- --=: - _ =-- N - ¢' AT JOINTS. BAND TO PIPE AT CARRIER PIPE ` rbc - - s >a,, 5' MAX . CNTRS W/ MIN OF - (FILL ANGULAR SPACE W/LEAN GROUT OR _71Lw:12 BANDS PER PIPE SECTION . L SAND CASING SECTION FILL PIT W/GRANULAR BACKFILL MATERIAL a ._ tHACV s '" i" PIPE SEAL D E T A IL_ ____ _-MMZAAITA __-, ST . T tw D1KOTA ST M OPEN LEGEND SITE OPEN CUT TUNNELED OR BOREp SECT CUT EST. / m� >R PROPOSED SEWER SECT. _ . G W Ca:IC �� cr z =) D _ MANHOLE ! 5c :.w • N 614L Of a� oC _j� - :;-----S EXISTING SANITARY SEWERCC cr x SEE NIPSty s v>, :r —SS EX15TING STORM SEWER -- T o SEAL I � Cr9 _ u DETAIL- CARRIER PIPE I J � . EX151ING MANHOLE " = AC^ , EXISTING ':A T C H B A S I N ; aw f r SEE CAS114G SMOOTE, 5TEE L SECTION PIPE CASING --` `^'' - w- EXISTING WATER LINE '•fir � ' ��` 1� _ G �' G EXISTING GAS SINE `r ,� •��� RAIL- ROAD CROSSING DETAILt ' R sw 99 •� CIRO`� .- TION C+OP-Y T --- T -- UNDERGROUND TELEPHONE CABLE ATKMI: NO SCALE ALL , .i � �IgCES MUST BE ENDORSED E ------ E UNDERGROUND POWER LINE f —"1 ��� ,.C•.� -- = �� �` PRIOR TOAPPROVAL OF THESE PLANS } ►o --� E X 15T I NG C u L VE RT V I I N I T Y M A P PUBLIC WORKS OF-P'T. ew _ o�`rE__.. _ ---- R/W P/L - PROPERTY LINE ; R/W RIGHTS -Or - WAY 1 - I (o00' PLANNING DEPT. Br ._--.- _._ L INE ; E IL - EASE ME NT L INE e4 wll,nfevG WEPT. ew. ._...__._ SATE______. __ _._...__.._ — CENTER LINE SHEET INDEX COUNTY HEALTH DEPT. By. _ _ �_. _.. ��rel�.___. _ 3 HT. T I T L E SURVEY HUB CITY A sMlrws'tRAtsRItX_ ._ ..-______ ..__.. oA4l� __..._._._ __- I . GENERAL LAY-OUT A N p R/R C R A 55 I NG TII�idAl�lD �AIAtCR DIST. _._-. el oATLt_,�'104 ® LAND MONUMENT ( IRON ROD, IRON PIPE , DETAILS . GEWEt�AL TELEPHONEY_ GAJ ""�J oAti� _ � -_(4 - � I B R A ss CAP ETC. ) -------- Q EASEMENT NUMBER 2 STANDARD DETAILS . N. W. NATUR*L. GAS ®1► �-- -- � BACKFILL CLASSIFICATION 3 . MAIN A STA . 0 + 0Q TO q + 00 • _ wo�r .�_-!�–,�1_ .____ I (V 0 0040 LENGTH, 5IZE, & SLOPE OF PIPE ( 132' of 9* DIA P. G. R, iY 4._ ---- DATP i*t 1—_.- PIPE AT 0. 0040 FT/FT. ) 4. LAT. A I 5TR. 0 r00 TO 3 + 00 T. R. F. D. IIY..____ .. D ATE MAIN B 5 T A . 0 t 0 0 TO 8 t O p _ ( CLASS OF PIPE A5 NOTED ( 3 -ASTM - C14 CLASS 3) bM.r..MM•...✓..-• r--•' M... ..- . ..•..r. +._+«r.. . •./.•+. . .... './ •'MNI ./Mr M 'w +K.1qr.yr' .. REFERENCE INFORMATION AND NOTES: DESIGN I I ScuE RAILROAD CR o SCALE G�ov dd' ',1f PENDI '" G � .- ����. TRACED S . W. TIEDEMAN AVENUE CROSSING _ � N. H SANITARY SEWER LID N0. 29 S� ,���;� ® EV� I�� � �`;- SRH Harris-McMonagle Associates DETA iL- S I R[V. DESCRIPTION SUR. APPR. DATE A SLC ENGINEERS SURVIVORS r.,Y��T � .m DATE @905 S.W. COMMERCIAL STREET REFER TO TRACING FOR LATEST REVISION "�' ,t _, � E?�.� I T _ a. ,�'�-• w. -� 6-8 - 81 TIGARD, OREGON 97223 INDEX T C> ®RAW ! NGS 4 wAk L_l ,- - __,Y- `I I.. . - . Z 10.;1`%* .:.a upalyy4.trµna.,. ,u+ Irl 1111111 11eI111 III-1#1� ell 1111 I � ISI III I_f III t III v I 'I Ile III III III Ile>� 111 11 I 1 i I I I I I I 1 1 I I I I I I 1 1 1 1 1 r r 1 1 1 i t lr 1 1 1 I e � I � � � I � I � I 1 1 � I � � I . . � � � NOTE : IF TH?S MICROFILMED = -- ` DRAWING IS LESS CLEAR THAN THIS NOTICE-1T IS DUE TO SIE QUALITY OF THE ORIGIINAL , "'DRAWING. GE 62 82 LZ 92 SZ f►Z EZ ZZ OZ 61 1 L 1 91 S1 t I E 1 -71 11 01 6 R L 9 S b E 2 I wu ., " ri►ltlutllelllleelelee11111111�eeeleleeiele�Jltthlttltlltlltl��le�1��e� ��rte�t��l�Nlt�ttl�l 11 il., � , l�u �u�l�l�uLyluilu ,�ul� w --— -" -- -•es-----'has+ '..------*,....-- .+ .—.....,.. ...._- _ . ___.._ - .._.--.rl.. • ►_. --.. ...... .. .--_.._....: ..,.-_.._._ .. ._.e.,�- ...-..r..�.. 7 ...,� .....d..im...o.. .. ... _ +- - ..� c M,►91NOL.E fl*AW. •CC VEIY AS $per r1EG ' MANH(]_E FRAME 9 COvt" AS SPt.C1/IED _ -Grew troms (►vp)7_ �� { MANHOLE NOTES j N QMe�f I,nQ Of rfa.Ilfyp, • r11* 177, 'O Bottom precast concrete ring shall be set e pr a.ost co*c cpnr (tyo) -�•l�Vop run s r5Tep rWA# into DO" and leveled as concrete takes MARCH 30 1992 � its N Neel-rtes,ItMfteul Its ,n,! a, ser Mor tar point to n*ur@ Dona __ _ NK.t rnetelMl •r MwI r f -; - (•r�J et R�1fra► m t+' RYnpr or r '6 �,1 Sra mist $tee, "Too w f � S T�• It�ac. Y def'o,:ftori plate 2 Set manhole frame In t/2" mortar ti Iat Pretest fi"M '' �• 4 I ..�},. -tax deft typ) .�•�._ .._._.. _y�'�- Slid p •cost ton. co f � I A n' `� a�" _ I de �M • 3 Precast concrete manhole risers ons raps shall conto�m tc• ASTM C 478 speclf cations 7 • e 1° (JM• yrMd to • I►• .• T � f rh ' "hep y `� 4� 1• r O 4 .Slope Of precust eccentric cote top 9h011 t ___ - 4`n_rr "••� - +ia r•e° rI e'rtil6x 00) !6 (a A r(� face up tirade itf LOmpo:fed 11 11 1► vI • OraOf p prfcdt 6ta,ny•lis peel Mi f i SeVcr 1 -- - o a; S All storm manholes may have r,ngs and cone iii 17• ) hckf N colic lection• I .` -- -- - 1 IG • . set ,n ii2' mortar Joint "`ti 11 Vyrr A tett roti or dyct,le : :1 •I v • 4-- -._._..._. .0 �., a I $ , s shall De mcrtared Bottom riser ran drop without ♦t i y p t� inside and Out and cooled with ?n approved f•tt•rn rung r 21'rwsR (ryp) ay - y y t �o s IP'rfvn , lncctertlfwt r" Df `i= curing compound 8" w used see 1petiPt!!A Ms 4, oC s..__ - n ,n » A "i Potter" to r ! . o 5000pl 0, •.r '. •! - Malty surf•• sr"oo►h catc bev �•:p'et �•- eet1� El cmd form Q,oeved , 94�. InYM to dNKtlon of i 1" 1is 3._-ro t • fo•Ae11A '•� s •` .` J'O IMM.Not •• ' ` ►Oue 10r O P51 COIvCFt(TE ! o �= ►eou,rfd for .� o• a• lforlR moAlal.. a •,. - rya) ti••• .'.'o'• .oy'. . �t f � ., •'' - 1 t'' o •s! Its �� ' . 1? corhpocree S a'mtnus gravel - — � t�•�"�L� ' os crush rocb (typ) STANDARD MANHOLE DETAIL --- STANDARD DROP MANHOLE DETAIL ALTERNATE OREGON DROP DEFLECTION PLATE INSIDE OR OUTSIDE MANHOLE" DETAIL 0. DETAIL i e kltlMtOtE F11>f11E S COvFIt At T------ SPCCIFItp d• No S rf-te► � �r • „ Precast coat f '� M .1� o Yep rung top stet SLOPE SHELF 12 , p: c ALL ANOUNC) - ... vI 5 2"itch ;: E t� 5• - _ Fsc in War Sol � VIE .D . ("' ------- +..s.�.- !'�- •, '1R 1ppa PS C CMrr of r E �S+c , of grevel surf ' of new A/C pvm't SHALLOW MANHOLE DETAIL So cllfee dt `0eC'"t cold`" STANDARD MANHOLE PLAN r else lek temporarycoldALT DROP MANHOLE PLAN for entire MOM of bltyrlh �✓idMsvi�e tnellnd to ad11Nt Ac,pndlt an wench nor Stir"ace pef6 or li*tett as for settletbetlt untsss paved immediately r tpetttlsd tthfrvise directed l fesnt . r --- tae;olocenteh t •;, 4 F ; or specified r �ePocereelrr t.ttfk bottom l r,,f ,�„��, k4. CEaletlnp + __- �:,►R I .Ott11Re11 •. C tM t+ "nf GaMttf•ton , Surtectng R .. 11eCk1111 Prop arty t 1•r 4'morlrld 'T' Ckfill i "Of 3/1" >y� Line - , I palmed white Mtn Prue _ ry (Metrvf trt►ehsd " S_fnul "5',n blocs 2 G"r"a. 3 O'oDvvf rtleta.ol) 4t tnotsriell j/ r ` lr Octeveling N jw ji Z4'� Dalin on cure top - SrdewClk prouncl wFnpect p course '� - r' `� 7—.r> ep• \ ' compacted � • Common t_ r sr r ,tis, select balk Qotk/illi!/ I " 'J 1 f � . specified native - - Gurb . .� >w motor out I F'oY 1�n]Fh trMcrr-.ftOvot,on vnd hOtkt,ll .• CLASS :,C., GLASS •C" „ CLASS �A'' Actual pipe pot length (Compacts d ) CLASS D I Main I,ri•„:e . , fit"}, ,,,f ' I.. Contractoe srt011 not Dockf,l! k N 6• sewer MM O I , end Of p,D• prior to MDItIK�r L_. �x SURFACING 8 BACKFILL MATERIAL - _Min - 1001 -----�jJr SCHEME t >ti til T P uo With honn;e yr s11eCr rhetttf,ol ,n _ Pipe lot* a ,fife ' - y SSW, rnotenu�tt,f, F t)eptn Of t`son sewer lelfrol specified +�+✓ sS SLcOTpoct.on Poo rove ar ro be dt coin-•d ^ t• , - r 1 r +1�� SS A c Dal c! • 4•. � r :r field S"n.me for nouft •e, M b 10 n * / • comp""On on , O j� �� _ Ac��LI •_ _. h dote, n f 1 14 Y, �j P O y t o nip►,rpr ;;ii 2.000 a Moth A• t ? I9 du i T • ®•Aar urv+uwr w I J _._ 4 : --- .. __. SCHEME 2 ( :?t ,/0 per foot •� main .1 +1a • • • FPIP -I ��.t�_�. / I Extend pipe beyond well of main J1 6' u'uq with handle b ►R . •e f. CL ASS A , "sinch bent us,ng fining ro O'est full ul lei, CLAS. "9" CLASS "1 " I Me,n „it I 1 f" ter BEDDING MA TERIAL. 41, 1 'Crf TR � � _ P4Y 1► h fc ,, r , "1 4. ENCH DETAIL TYPICAL HOUSE SERVICES " ' ° e I►EFf11Et'ICf M't� 0ftk0krKJN AW N01E5 --+----—•- ' t ' ,�,r TEES T O B E LOC.C. DURING CONST,N S T. � • .,,:• 1 s°�`c'�'" CITY 0 F T I G A R Q — { " +] A"PROVAL PFNIANG r.�,frS. W. TIEDEMAN AVENUE, ' SANITARY E ER __- _-.. H� ►l7. u�rls►tlt;alloN� ""' OpN PERM IT NO . 7-- 8 � ^ 16JE U 1 �� �,JA . H�l r is-McMono STANDARD DETAIL.. _ Mar gle Associates R 2 -._ -._ _.f ._. ---... .,. ...�..... _._-. _m_ ere» tb �K MINE A, er CONSTRUCTION. _._ _. _ _ _- "'^mss.... _ .__. : tf I '•'•'L . . ..•,...• .ilii mss,.,.... ••.»..... _ ---_•...�. 1 ,t , 1 ,may �• ...T. W,.,—.......;'Iw. "'Y,r - - —�►- r , . . _•�A ` -_. _ _ _!+�- _ -_ ._ . _ .- r ... + Ii II111 � 111 � 11i � 11 + � + I � � 1 � 111 �'� II � Ii �� Lil III � I��I1 �11ir�I �lln � i11 I�'Ir111 111 � 1•IT- III � II 11r � 111 111 � I� Y 111 , 111 1111111 III � � � �_i � i11i11 + I + + 11 11i 111 r1 � ail 111 , 11 11 + +� � + � � r r •� .. ,.w:...: •� •F. ..•i+,•let'•Wra4'•IM ... �. --..-.,yam" 2 3 4 5 6 7 8 9 I O_ NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN - TH IS NOTICE--;-IT IS DUE TO jHE QUALITY OF TH7 ORIGINAL D RAW I NG. - ------ -— ---- ------- --—---- 0C 62 82 LZ 92 SZ tiZ EZ ZZ 12 OZ fit 81 LI 91 S1 tb I E I at 11 01 6 Q L 9 S b E Z �, i..., . A+!I IIi11111111I11i11I I I I 1111)111t111111 111 .111�111�I111�11�u1�t�+I��ul��tt����1111iI�rIII�III1NlO,�Irli�lu �u+l�rl�l�lll 1111J11IIII111�� 1 ':�i1s1�1itI�Ir11�lIIIIIItI�IIL��III�IIIIIIIIt�IItt�11�;��1�J,�JIII111111111�I11111111�11111�1ll1HI�t1UUlJ�L�I�I�l��1�111.lIIII� tits!er� , 1 t y ter• __..._ .., :,.IuY�....-...._ ___ .____ .. 'a"°!C"t} �' ..;.„��,Ifgj,'(,'�k!-.. +u���;��• _ - .+.rn:�' FILP. NO. 41 gI STR. OPN. PERMIT --- r,i;nNT ST. - 12531 & 12533 -- APPLICATION -- STREET IMPP" "EMENVEXCAVATION / COPY TO: L_1 (WHITE) - FILE ORDIN, .RCE NO. 7.4-14 f 1 (SLUE) -INSP. INSTRUCTIONS ON SEPARATE SHEET [t_,1 IOTHER AGENCY( I l�J IFINKI KI - AP/P L�IC�A NT APPROVLFi ❑ P 'PLICATION NO.: -1.-J NOT /,PPROVED ❑ CITY 01, 'FIGARD, OREGON FEE AMT.: s PENDIN4 FEE. PMT. ❑ CI'1 Y HALL. RECEIPT O.: _ q � PENDING SECURITY 0' PUBLICWORKS OEPARTMENT BY ._ DATE�___ T.-L w�1_�IiDL PENDING AGENCY "OK" ❑ Application and Piog•css Rccom MAIN ENANCE B .ND Jt Ul �•���YSL__ PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED 13 ANNUAL_ 11 b PENDING VARIANCE C] EXPIRATION DATE: PERMIT NO. `'-/ ( DATE ISSUED: _ R `1L , BY: - ( 1) AP- LIGATION IS HEREBY MADE 1.0 EXCAVATE FOR AND INSTALL AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT 4� i4✓W �,�i�17' �, ���i S.� �f'Ai✓l.�i�s a f�i/%rte/r� ,- ________ NAME ADDRESS .rcam� CITYPHONE CONTRACTOR �`?AYI�y' !1641 '�G 1� J,"' ; c`-- , ��//�L�ftp y'77J� NAME ADDRESS CITY` ONE. PLANS BY ___ _.__-_ _�.__—__ NAME ADDRESS CIT HONE ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S DOLLARS FOR OFFICE USE: MIN - (2) EXCAVATION DATA: T 0.02 x s-s-r=-T7-_= s �Q�p� STREET DESCRIPTION _PROGRESS & INSPECTION_STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE. LENGTH WIDTH DEPTH ITEM Q QUANTITY l� __ �ISf'i;< •� / :2� LENG/ Of" STREET 'oc C I G N R TION - - Qtj ESTIMATED STREET OPENING DATE: �l / E pp 8 ESTIMATED STREET CLOSING DATE:CL-2/e -_1 F - - -- --- D STREET (3) SECURI TY NO. SECURITY A1/IT.: S CLOSE SURETY CO.: Ll/1/6Lfi[f f N//lC /i/S4/I�(L!/� _ FINAL CERTIFIED CH[ K '_7 CASH Cl BOND 9 INSPEC. (4) PLOT PLAN: INDICATE SITE PERTINENT PHYSICAL SPECIAL PROVISIONS J CONDITIONS FEATURES; EXCAVATION LOCATION AND EXTENT. I I 1 I 4 (S) NOTE: THE CIT) OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORI WHERE RIGHT•OF•WAY JURISDICTION IS THAT OF WASHINGTON COUIITY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, TO COMPLY WITH ALL, PERTINENT WS AND CON`TRUCTI(3N SPECIFICA-IONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS 'rHE -ITY AND MPLGYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTI(-)NS. APPLICANTS SIGNATURE G PATE � l L 7) / -- i CITY OF TIGARD—12420 S.W.MAIN—TIGARD,OREGON 97223 RECEIPT ---DOLLARS NAME: JAI J CASH: I ;►�1 , ADDRESS . __ � )JJ 6 , �- !�'--+� CHECK: N OF FOR: J _ ACCT. # PERMITS _SURCHARGE _ AMOUNT SEWER BILLINGS 40-364 — BUSINESS LICENSE 05-331 PLUMBING PERMIT 05-332 -- MECHANICAL PERMIT 05-332 BUILDING PERMIT 05-333 SEWER CONNECTION 40-363 SEWER INSPECTION 40-365 SYSTEM DEV.CHARGE 25-366 --_ PARK DEV.CHARGE #1 30-367 PARK DEV,CHARGE #2 30-368 ZONING ADJUSTMENTS 05-362 ---T-- TOTALS a _ 6-A RECEIVED RECEIVEDB'.. PERMIT NUMBER A SIGNED: Number Alhount Number Amount Number Amount i 4 i ..w, RECEIPT N93 6 `'a: r� i i WOP .3 rv/l 500 - 0 c� G� � MHA �.� � 1•k � \` � � \ 2 ,'� 150 M N 81 5 p w 4 $8' 2 ,� HA � \ \ \ X�ST.►�N 3 ST —�� TU � \ S ,� 0 G 5,00 \ — h '1 r/� 600 O CD 00 t 000 SAA N_ Cc 0 t / t �+ APPRok: . 5• neE: P F> - CALL (o39.1002 FoG_ LCCA-re LLJ 170 r o R.fit. x I NGIts �t Q406— 10 160 O ..-_.—_._ __—_....s .. _w.._.. _. — _. _ — _ >LQ I ,�. r.. __ •�•00�0 FL 130 W- _ _.____ ...... 0400 1+ 00 2 +00 3 +00 4+60 *00 6+00 7+ 00-- 8+00 _ 9+00 V REllINCE INFORMATION AND NOTESt DRR TEES TO BE LO;,• DURING CONST. �" s�'j�RH C9 TIrARO AS SHOW ` ! TRACED S. W. TIEDEMAN AVENUE MAIN A 'R AL. I- PNG TN ' ` Y_ c' o + V o T Q 8 t 9 3 s� � � TU REV�SiCil+\f, _ JRN Hc�rr�s-McMonag a Associates 3 DESCRIIi1pN — I ••� gSUR. At�R. DATE rM {i � N � 1 ,, 5LC ENGINEERS SURVEYORS REFER TO TRACING FOR LATEST REV .'N PERM `�' N� , � �"J' .g � �n`1► `' '' II n � 1t�`' DATE 8905 S.W. COMMERCIAL STREET Q TIGARD, OREGON 97223 OF t POW ,. 7 ._• .._ ..� ...___._. i' J,�t.._ Mf ...•..y....�.«-r.m.r-.n. !.� .. .r„wWt..r ., n ,,.,1 .� 1_._ - _. -.. .-+.+ 1 '1� �F • _►d w ,... .,*-. �.,, ,a;,. .teNv,e-` .:�'-.c. _..*.« •,M,_=••sw,'.�1.�. +wq��- ..�w__ •„ "•. `:....,.,.�. _:.�,.._�_�,....•+i� r'Ti7 .' .:�1{c:� '.G;, ;'+A�„w,n,,._...r+• -_ �" �, .. '-sue_:.. _ -. 1t � � lltltll � tll � tl � � � 1 � � Ia+ iII �� Itlt + � � 111 tll � t�r� l � rifjr -fill 1,11111 IiTI1ll llllll III , IIt 111 � 1� � 111 111 tlt � l � l IIII111 t � 1 � 11t i � t � 11i iii � tll ill + f'It Ilt � tli 11t1t1 � 1111 � � 11, ' ,. ! 2 3 45 6 - 7 8 9 _ — NOTE : IF THIS MICROFILMED ►r.._... ---�- DRAWING IS LESS CLEAR THAN �" 1 THIS NOT ICir-;"IT IS DUE TO THEl,►IJALITY OF THE ORIGINAL DRAWING. _ *� ------.— - - — --- ----.� ___ -- IRI♦ OE 5Z 92 LZ 9Z SZ tit EZ ZZ OZ 61 91 LI 91 GI b I CI 21 11 01 - S A L 9 S b f I -- ' �•"�' � 1111 II�IIiI�1lMltltt�tllJ�! MARCH 30 1992 ��tt lltlltttlllttlitt�lil��I�llflht_.m .1�, �>�������IIOMi1IMrt�#irt�tu�Nn�tloiltt�1lt11t111111�R1t1o111�1�i11�t�'rt l��l�llltltt�f�ri11�111111ou�lool�loll�luil0001�1111>�1JIi1, 11111ttlltt1111i111111�111111111�IW�111�11�1�1�111�11U111����i !."�'� . . t .Y i .. ...+�-......�...y�Ot:.-;amu.,•.•n,�.. _ _ _•-_ __ t�.�•,,,,-.+,f_ � .,.. ... .r.^! lq `ii4 t "� � t PwP r. I o � 000, 150 oe00 + �- X00 1 Q CLT 1/� 02 \ 8'�C sP� T/� 5610* T/L 5602. T/ 5603 j i Tl. ;%0 000 I � 1 MHA 2 . 1 -�I G ;p T/L 5 6 01 - B 7 ��� ' ., 1 �' (' S 5t V 8 i (�—_"'� �, �' M H B —2 / N•3_2 2 3 F M X N_4� 5 34.E: 35 ` <'� , MH B-I _-- `� _ � _ 27 I' � , IIIIIC — « S . T IE DE N AVS -1 . .� ?, `r �^ — —, y ' T/L j r' ` `yam \ `v �'l' `3`�s� T/L 701 �� Aq �� % f� \ 700T/L 60Z ac X 4 W > �s 0 4 IL ok + j v0 j A - 2 LINE w~r MAIN 8 Q - V -__.._.._....... 170 - _ ------ 60 _ _ .. Vr 0 M _ _ 150 �. W — 14 0 - L 00 3 +00 4x00 0+ 00 1 + 00 2 + 00 3 +00 4t00 5 + 00 1a ♦ 00 7,t 00 _ 8 + 00 W REFERENCE' NFORMATION MIO NOTES TEF, !, TO BE LOC. DURING CIS?-N,&.T -� s �� CITE EMAIGARp _ 2 � � �_ AS.SHQwH � 'P. '' �'�. � � ' S. W. TI N S „ � � AVENUE � ' '' �N, ryu •� , ,...,,,;, �� _:_ N . F SANITARY SEWER L f d NO- 22 0 + 00 TC, 3 + 57 SHEET REV. DISCRI►T � suA. nri�t PERMIT (� I 14b�� I) ��4) U lf. �U � � ��,� w ;.1._`�` R K S C Harris-MtMonag a Associates A ' 4 r •n T�rNO . �1 ` � ENGINEERS-SURWEVORS REFER TO TMCRVG FOR IATEST REVISION -' `fir �� 1 `� - R DATE 8405 S.W. COMMERCIAL STREET N B + 7 + 04 __ � A-. I � �' "It � tltit tltltl � � tltl jL� t � l � ll Ili�liir I titlll � I111 �t� 1 II '1 ijI ilt illi � I C t NOTE : IF THIS MICROFILMED ` 2 3 4 5 5 7 8 9 110 DRAWING IS LESS CLEAR THAN THIS NOT ICE;•IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0E BZ 92 1Z fie SZ tpz EZ i2 le 0e 61 BI LI 91 SI bl EI e1 II 01 6 9 L 9 S b E 2 1 ""� i - m` ArARC, H 30 1992 _ � �►!l llitltttt�ttttltttt�tt�tlt��l�ltttlttt�,111�11II�II�ill1�1,�11Jbt�t��t�t���tr�1t�1#t��M1t�H1�1�,111f��111�11+11ti#rlllf1��111�111t����lff �h►I��t�11��1114t1il�llllllltlllll�li�l1�IIIIIII11�1111�111111�ttt�Itt1t1111111111�11111 I I ' Jlil�l�fW�lll1�1�U�1111�11U��I11� 1�11.111��1 i .. ►i..�•..... ___.err - ............................. ... . - - --- --- _ _--___.. SUMMARY 5 CONSTRUCTION PLANS FOR � OF QUANTITIES � 1 � � 3 I - - ROAD , STORM , SANITARY $ WATER r ITEM UNIT GROSS � I SANITARY SEWER 8 STORM SEWER + LOCATED IN THE NE 1/4 SECTION 14, T . 2S , R . 1W, W . M . +� I +ZI CITY OF TIGARD, WASHINGTON COUNTY , OREGON MA gni - c r •c.�e-mac. LF 250 i v 100 �'4-" PARCEL C ( TL 802 ASSESSOR MAP 2S1 14A ) --- 2 4"��- f3 4 LF 340 I 0 -a0.41,L '" n STANDARD MANHOLE EA 2 I I io 4 4" PLUG ASSEM . EA 2 I N 1Ex„Z STANDARD CATCH BASIN �- 4 I 6hRwA N A 1 N u+ NOTES : � I�, r>"►w� - - - - - _ TRENCH EXCAVATION CY 215 � ,. �lIGIMITY MAP BEDDING 8 ENCASEMENT CY 290 I j a T� or`"�' 1 - ALL CONSTRUCTION SHALL CONFORM TO CITY OF TIGARD CONSTRUCTION STANDARDS AND PERTINENT - - - 1 �7-5� u?UTILITY RESTORATION LS ALL REQ. ►�.i-tY E ' BUILDING 8 PLUMBING CODES . i PAVEMENT RESTORATION LS ALL REQ. �� - Ir i SEPTIC TANK REMOVAL AS I I I - Ir I �' (n 2 - CONTRACTOR SHALL NOTIFY ALL AI- FECTED UTII_.ITIES t BEFORE COMMENCING CONSTRUCTION . II I REQUIRED 8 CONNECT EXIST C� I I J � � I 3 w HOUSE TO SANITARY . LS ALL REQ. 6X1s-T 18 PARCEL B 5 - Z5l W - '� 3 - BASIS OF ELEVATIONS : IN FLOW LINE OF SANITARY MANHOLE AT INTER X SW 94 TH AND MILLEN DR . - -- - --- FROM BURTON E14GINEERING PLANS ( SHEET 3 OF 7 ) ' I - ROAD I z - T - '� -- Ex I -_ _ _ - -- -- a ELEVATION = .175 . 25 N 0 LYS IE � EXCAVATION LiJ I Y I I ►-aovs \ 4 - OUTBOUNDS SURVEY BY DRINKWATER ENGINEERING, INC . GEN UNCLASS LS ALL REG. J -I ��t c.Ae���: F�.00>1Z1�94s FILED WITH WASHINGTON COUNTY o COARSE BASE ROCK CY 120 --� bf �I UIVT n � ,, bw 4& i'�' -- Lu FINE BASE ROCK CY 20 ~ I �� , S'coµc,s,l� 1P Y A'-' I I �'i ` ��? t'a'°`rC 2 It n I o .-T , --- - - _ _ - -- _'k� _ __ 1 .� �4N _ ASPHALTIC CONC . TYPE" C" TON 40 s�� � s_o o� � > o � STANDARD DRIVEWAY EA 1 _ 1I+�Zb hL -- - _ - - N _�-r,r� _ ., Ftp g 'V CONC . SIDEWALK LF 150 f M'rri GLIEIvT �_- ,y -- - __ __ SCALE 1" = 30 ' r�. . JOB 80--40 FL nd.' , �".04 �t��t 1ElT ` C• �t k ItZB T�i3pt.1'T ^\ ,v1NtC , - _--- ------ �' : ��' � DESIGN ENGINEER d SURVEYOR WA TER u,uvs4. I � DRINKWATER ENGINEERING , 1NC . 9205 SW �URNHAM ST . ' _ :- �,;���;� TIGARD , :,REGON 97223 � WATER METERS 8 SERVICE LS ALL REQ. � I T—�`�- --'�'f PHONE : 639-1155 12 I \ PARCEL A /7 Sf> 115 its t� r / r SHEET 1 ao6l�tr CLIENT : FRED ERLENBUSCH 1 1 `- Qs•6a.�1� 'ny/�,. E�3a ++ ' ,J r. � T4,+f� �; �, Glad `'�� ---- --- -- ARAGON ,r►... &i e j to 6K --- �\ __ --- i . I _.- --- - ---- Z „ TYpE. G - 1637 LAUREL vl<h.� -�a y� ._.�_ _ ._ . _..._ _ OF - I LAKE OSWEGO, OREGON 1 Gt'k/ dt✓t/s`s-t, -^fi-1 tors . , i -- -- Exla'T. c�rcts� :•.' xnT��g, � EIi _— —_ -- -- ---- - __ ------ -- -- Z `� q,"- 3� o 9.0<, --- -_ -- -- ------ _- -- --- -- ---:- 15"ST Z -D tZc�c.rL DR�V6VJA� NDAVE . - - -- -- -- - -- -- - - •-- - - --- --------- NO DATE BY REVISION APPROVED o 2 V e AZT � Z � 13 1 - - u= : . .. .. 00 f J >n ? ? - ATANt3Ailb Mtq. -�- - + r a y� i cove*_ , —FINISM $RAM V) Z l~ ( rn ;, p► IN .`IfyUAT --®ROUT cri 41 O �- Q _ 41 : .. 0"CONCRETE EXTENSION to— �-- + I �oto .._. . 0 I' - \'' . .. ,..�,. �. COap ,�. .I! N a ... �.�. '�. -.1� ""�+'Iti INSTALL s�����'�E� r- - , ._ . oOR 10 D"ig111 IIIA I q di - � 1 r Sri {qtr S r�et� i u � . U J — *06 Top_* V 1n I 1{, {, + 'MIN. AAN-N EK 400 w r :.... <... .. :.MATIt#Mb a1. ffQ40" ( Pot � - _. ,J � '�' 38� �X I S? . mei N D. I �� • , . Ici lie- 40"I Z Z ' ' . . _ - C0kfWrEO GRANULAR. � • CIRCULATION COPY o DACKftLL —fat, Q. ' so 0 I� -tJN01ST1lRMEO _. ..... .. R X11. r n 1ART11 o OR 0 �INlI«'riD V,� � �\\ 4i AL1. SPACES MUST BE ENDORSeD , , f✓e t J.J� KIS _ •. - .", '._ a�,y:•, , A�A'K E wA�c sMeo.T� • �I PRIOR TO AP OF THESE NLANS �r , !�a V /✓ �1I4tAI� /1•►� Y PUBLIC WORKS DFnT. �Y . . .� Z Y ( _ DAT __ I[ 0� TO ,'letl'O'K F"10. 9*00vffe �O� E ' 1. L. so _ t+�^- b i Q PLANNING DEPT. F]Y 'DATE i h, �_, �.{. _ `. ..y + i I OItA Alr N DEPT. FI'/ M ; 1 1� • III 1 1 � ;t I Ir�� ` r D�T�T } : �� .•r✓i • •• • • • rr.I .� O • a-• IAMLAlt11 GOMMACTiFi�l I r 0 a U .. �X IS� COUNTY HEALTH D PT. _ - ! '� 4 • OANvtI. t 3h Dr--PT. DATA. .- r _ `o +Q'� MI4.. _ Q $`t5A CITY ADMINISTRATOR ElY . - - .DATC } _..... Z � / -- TIGARD WATER DIST. 7 ' 4 O GENERAL TELEPHONE DIY'. ,_ U 5 A BY - 1ii4TB ------- - w r� I' OLE N. W. NATURAL GAS a_ : ' - N D MAN ! 1 ©Y- --.- ...._-_ -/-- t)A'I'E_- 1 ' i P. G. P BY.-,e }- ' .. ..•..... _. ...... _ ......... Z R. F. DATE' ; O+Qa ..............:. i ;.11 i oft 1» f � c»mc»17R m1r_rJFltT aLlstame.Inc.lowscmx7n mram w m ST. OPN PERMIT NO. 14.7-8? OF 1 .. ,_. r- ..-t r _*. .M ..'t- ..�., .... I I ( I I Ct1✓""•..,:,._•- .._ .aMM�M" .rL'. . t �.� 'w �i10`II•II III-1'11 111 III 111 111 111 II` ({11111 III III I•�I 111 I�'1 III 111 Ili III III 111' 1 I I I I Ilf I 1 1 I 1 1 I 1 III III III 111 ,iil ,lil III III ill f11 III III III 111 111 111 � � - ti _ . I l l ! l ? I I I I I I i � I I I I I . 1 1 1 ,1 i I I I I l l ! I I I I .,I I ! I I I I I •; ! + NOTE: IF THIS MICROFILMED l 2 3 4. .w. 5 67 7 ____8 9 I� I I 12 - DRAWING IS LESS CLEAR THAN , THIS NALITY OF THE ORIGINAL e DRAWING.IN - - _ ------ ---- -- ___—— OE 62 92 a 92 SZ >•2 E2 22 12 02 61 131 11 91 SI bI E! 21 11 01 6 9 1. 9 S b E 2 1 " „�+'`""- 11llllllunlunlunllnllunlnul1111�u1111111litNllullnuluttlu»Imllttuluu11n11u1tNtl.(Illullullu111111111u1luulultlHu�If1�111r�111111111u1lIIuIIII;IIII111111111111nItlUlthU�Iy{��u11u111n1llluhul)INIIJI11y�lull�lJlllti!ll1LlllltUltlllUWItIH � MARCH 30 19 92 "k.i^?m+„ ...r,':i:"i:,,. '?/~.! 1'rnap •rC .,..-..*r.Mw+4+-w-r• :..w,f. - :."1Pa'+'" --,t`.:'r;F •'•, _ _.,_ _ .i.; � t. ., .PYA, :. .. "• '... 1 .,. , .liar - I ' .:... .- — ,. � " ,. _ r r