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HomeMy WebLinkAboutSummerfield Trunk tir i ..,, 1i SUMMERFIELD TRUNK , . ,, 11 i SW DURHAM 1 ROAD ��d�wn Ij M. �V :i L._ r y� 3000-7 1 25//54 1 : 1600 I /500 100 1700 PROJECT t 5/TE - �,• titi s. :. 4, 280E _ j 20/ t ;'I 0i,. I it a 111 2800 202 _1 280/ s7` - v �" 1900 /200 300 ' m r I, m i 2700 o III N I 1 — — 1 VICINITY MAP 2/01 2,0G s 11'0'1 400 II .y 2703 r/l03 1iO3 1102 a s , 2704 2200 /l0o 40/ — INDEX TO DRAWINGS a '4.. 2600 25//5A 400 300 0 1 1 601 Sneet Description - �+ I COVER SHEET,VICINITY MAP y 1. --,_�' 700 rql _30 23G2 III 2305 500 2 PLAN &PROFILE 0+00 to I+53 u soo �� 3 PLAN &PROFILE I+53 to 19+06 2. 2500 2400�1---�_, 2304 900 23.- 23G0 .., 1 q\vEa / 2501 e. \,P\-P N s h ' = SUMMERFIELD j —7 UJA-e TRUNK ,. i dsew Cover Sheet = ., .w.a. I w I o" - I , OFo 'd-7,0 Sberf /3 _ _- - 1 1_ 7 r r q` I �7 1 i D /"'„"t °fi y0 1 - _- ViT 2a _--- -- �5 C LC 29 LOT c] „ i 300' 7 _,.-2-1-f_// T.-._ --_5/,. F `e5 5. %I ,_ % • 1 % / N N • N. / / / `•/ / Ts S`.O ", . 1P 7// \ Tr. \ P/1100 P AX EF L EF.00) ROP (/ .C 1 /L LOT LINO WILLCv.E300 A ms _ Y-T.- 503 F uF L CLASS ... C ) o O IZE- ' 3l 1 1 ± - - 4i - f • i 2 3 2 if • _ • 1 1 r - • f = �i N I I oF I� BBS -1111111M 2 _ -s �i.,.. ._� 9 -- S -_-- - - __ - - __— I 130 m o ,,3 ; O - o r r Icy _ 1 I /r 1r i __ limigill ,,, _„,_,... ,i , , -:F. . . _ -� - - • • . •,,,i. zo i I ,_ I ------ - -9' -- -- .," -- we i- I a , ,,,. I 0 OA— ,__ . p . nil _, 1 , 1 - ., - l - I ' _J l I SLAT28-I I I _ oco oo s•�., ,-cc ! 37 rcACI"N+E-NT r.: z._.:e s REFERENCE oN o.00 V" TUALATIN a ms " i mH 2E 30 Nn 3i o AND DEVELOPMENT COC'O. INC. SUMMERFIELD Ili ,1 Lu t-oT �, _ 1 CFo - Tti3 2 0 ��rc4 aT vMr 1 R GON 97223; TIGARD,OE TRUNK ' .Ax T Evr � r-6T ,Y �." � LOT ><. f - •Ee L,. 1 -" _ Harris-McMonagle AssociaTes 9RD rl,pEaq SANITARY SEWER ,..;. _ 4--fi. R903SW COMMERCIAL STREET PLAN a PROFILE c, ... REFER TO TRACING FOR LATEST REVISION TIGARD,OREGON 973E3 a I . .1 f i ...- III- i ±±1- + Y- ' T T f ['17 ,'l'PI i 1-41 `.. - _ r R A s Ad \VA LOT 2' -I{ i EOaON- I \y\\\'s. r/�,3oo a Lor2] �F ,I LOr 26 Q SA E 2 OE0. li F �f \ �,UrvNEt UNptR3 Y 33 _ / K G W d ALDEk TREES' - } PA-ENV/AT A i -IV y• a LOT 2] iz)v rrL 501 '�_ S.aaow \ \- . - � \\ � • TrL 1401 UT/L 100, \� ' N. \ MS " `\\\o� �� I I� T-16 9 + I. . \ { 1 -s oX - r.. • c „N- it `� 6' ° r /\•� --..,EST E.� �1BANK. i i - y� \ - \ RR WATER M'ra BE-J<TE O WEST \\ _ = T 9 J ' , , E' N4 5� MER OF i957. ` * i% E,. N I I P/L PROPER"' LINE DETAIL A =K a \E ET. L/L LOT LINE w LLOWEROOn-ARMS _ H s BACKFILL c `Nss (CLASS ) -- N i 2 3 2 2 E''IrF I`. l 8 . �' I _ I I 65 r • — �I • Q. • jjj 1 I w k' r • - / , n.:; e -f — .oI o.i i`: __1 ' __r -- - _- ,u�G:--' a . -- ----_ —__ _ __ - ..' • ... _. •Q r 1 a I z 0 L,•00 -t2.00 13100 ,w o 90 16•a0 Ir C5 I9•00 IAA OL REALIGNMENT s, 5 RENEE,TU INFORMATION AND TIGA 9E° SUMMERFIELD 5°°,r 2 r s<'T/ _.e EER`CE INOMCITY OF N,cARD (L�s.e.s.) s L.c. TUALATIN DEVELOPMENT CO.INC. rOg $N AORZ.DATUM.FLATOF SIJMMERFIEL C TRA<® 55005w16TX AVE N 6r',3 - �. »+g�.n I N.H. TIGA RD, OREGON 97223 TRUNK oe o93 °a, e sa„�T Gibed�+Pij 4 AI sNIp ,a YTFw.Lu,r'�n E, / K„p R ' ,�, / . DvNorLexcazv{cs -o(..::. `� Harris-McMonagleAssoci6fes "E5.3 v. I '�°N :• "E J J.aEH_ s9ossweoenMEacnsREE SANITARY SEWER -' REFER TO TRACING FOR LATEST REVISION R / r .20.SO TIGARp OREGON 97223 PLAN 8 PROFILE 0 1111— I. 1 I�'""l s I l-4'-I-4 1 l T-'N 4 f-f'f-} I-i'l;,' I-4Ti,TITI . ]-T' n ._ -1 F 111.14P'-' --- ++Try i .. 1 .ter r_ POMP '. � Mr: T ,' �► tip, .kb11- $or+rnw ram--�.. --�,. -- ,. `, f ''i�� .', �"_�'_= _.."-w : ' lir ';;;Lf:*-1 v ' :::"'A - - Is1;411: T" T ';'7, 4;1. 'Imr , _c, ......._; t .._... - ti. litel , - ,I,,_._____i_ - , _ ,„__.. • .441 '''...-40A3t - ome 4 4Arma , ____: 1 ■sue T 1991: 7 T ggle*I; *IL:: a RI :T26 - __ ! ••.,4, I.. • . T .P‘r,.‘ : _ ---' ..:4, ‘-"Veft 4. via J v � A KONg *S SITE ilif, -45°'6/411i-- ' % Ak At .-- ".,—. _ Vb.' ii ," p + -timid* • ` ---`- ',wry � .t ` ,;ern • I+' 4-:. r 0 .k •. ; 11 7---- -::-— -44---""q f ' OKKIN WI•V SANITARY SEWER I —,..-----_ VICINITY MAP GENERAL NOTES: 1 . ALL WORK SHALL BE DONE IN CONFORMANCE WITH THESE PLANS AND WITH THE UNIFIED SEW' AGE AGENCY OF WASHINGTON COUNTY (USA) STANDARDS. IN THE EVENT OF A CONFLICT BETWEEN THESE PL iS AND THE USA STANDARDS, THE USA STANDARDS SHALL TAKE PRECEDENCE. INDEX Sheet no . 2. NO ITEM OR PHASE OF WORK SHALL BE CONSIDERED COMPLETE UNTIL ACCEPTED BY THE USA" ND THE ENGINEER, 3. ALL TRENCH BACKFILL MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE USA AIII}ARDS r Title Sheet 4. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION AND THE COMPLETION OF THE SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. Plans and Profiles : 1 a 1 o 5. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS IS FOR INFORM Tao ONLY AUU IS Sanitary sewer NOT GUARANTEED TO BE ACCURATE. [k r,. BEFORE COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL PERTINENT COMPA: [ES OR AGENCIES Standard details WITH UNDERGROUND FACILITIES IN THE PROJECT AREA SO THAT SAID FACILITIES MAY BE '. CURATELY LOCATED: (I .E. ELECTRIC, GAS, TELEPHONE, WATER, STORM AND SANITARY SEWER) . Sewer Construction 7. ALL PIPE SHALL BE CONCRETE SEWER PIPE CONFORMING TO ASTM SPEC C-14 CLASS-2 OR PL CONFORMING TO ASTM D 3034 WITH A SDR OF 35. 8. ALL SERVICE LATERALS SHALE BE 6" DIA. 9. ALL SIDE SEWERS SHALL CONSIST OF A MINIMUM OF TWO LENGTHS OF PIPE IN ADDITION T THE TEE. 10. ALL SERVICE LATERAL DEPTHS ARE SHOWN RELATIVE TO EXISTING GROUND. OWNER TUALATIN DEVELOPMENT CO. 15300 SW 11011 TIGARD OREGON , 97223 ENGINEERS - SURVEYORS : HARRIS- MCMO NAG LE ASSOCIATES 8905 SW Commercial Street Tigard Oregon , 97223 SUMMERFIELD TRUNK A a C Q E F G I I I I 6 l 141 0 LOT 23 LOT22\\I\ , 4 J h4 h� T/L 2200 4 15.48 �, 4 - Q I_ o T 2 3 LOT 2 a Iv1 N 2 9 \_......../ ` � R T/L 1900 0 , q it N T,�I_ 2100 • N �.� v°A z '-g"CSF - `I�,� / / `� `f © '� . E LOT 27 1, LOT 27 S = o• 'Liao , ,a�ib� ./ 6 * 18. 00 T/L 1300 TEMP C.0.28-I N.\'�� / / / �0? b.`.� M H 30 ..."" ....."‘"44; -..., e ---- -.---- N-2i.„ , 3 • /,2.1' 1 `. ` �� E 8 t 16. 56 / 4 / / 98,56, � -, Q ', • N / Al + 88. 56 -- / MH - 28 N. N i - __ / / N N. - i L.l \ 0 \ ti / / ,� N N ), \\\ 21 5TU8 \O / ��� s A a 9€- N.,.0r- -3 � EXIST MH 3 + 25. I8 N 1" cod' \ N \ \ LEGEND - \\\, 0 \� N N II 50, 52 �- a l T/L. I00 TAX LOT NUMBER ( IO0) N 32 '- P/L PROPERTY LINT: LOT 3C Q1 � T/L I O C.,'c N . .�-- r— N. 2- J r -- SEA T c- L/L LOT LINE WILLOWBR©OK FARMS \\\ 1 T/OLT4401 EASEMENT NUMBED. (4) 2 t3, (� BACKFILL CLASS ( CLA55 "C •r ) I -7.-. .-__-..:;...:- -..,- ---_ ------ - -- i 44 -- 150 - - - - - Z.h 5 - -_.. -- t Y Jn - - __- _ —_- --- —.F -_. _..-. -` -_ • - -... - _ - — _ — - . -. -._ _-. _-. . _._ - . _- - - , /I' 1 145 ,-- _- _ _ ___-. - J 1111Vi /1.-- J__ t---- I . _ - - -- eN - - - aMMIIIII A. IMJ.. . ITr - -__ -- - _ _ - 1 _ _--_._— .. - 17— M . . • - ...----------."7:--1 t 51i1- S-1 — I 4 rj �l 7 O li j_ co ____-2 .ef:--____- _ _1 3 " 4 . ni4. tf�tl y - - — ca . _ O Ut _ ► t �_ - - - -- - - — - - - - - - Asirprz tz, _ y W4.;.-t,. - - t CID Z 071 -' — L.Li' - 1- 1 _ f 17zil 0-, A ... ._ 1 25 0 / - ________ __._______ #' f a L. - 0 -- -- -- - — -- -- a • i r____ \—\--\Ivie........„_____ . 1 2 0 ' ----... ..-------\ ------ _,..--------C , N 1 a 0 0'L dif 3 : 0•WO 0 - __-__ - f' 0r 0- t9 w - - -_ _ - - -m - -� _- ------ - �'_ih - -- - d - -- - �n - - _ - -------1"-)- .- - - 1- F 0t'00 It 00 24, 00 3 + 00 4+ 00 5+ 00 6 + 00 7* 00 8 + 00 9+ oa 10 + 00 II + uo I2+ 00 0* 00 I+ 00 - �r [ -- REFERENCE INFORMATION AND NOTES: f � � F •''�-�"- DESIGN SCALE VERT. DATUM : CITY OF TIGARD ( U. S. G. S . ) ,0.r.,S� t%C/ 4, f Y. S. L . C `TUALAiTIN DEVELOPMENT CO. INC. , f �� ` ��tiPI?E�rFSUMMERF1ELD ,.. _ � �I�F�z HOR2. . DATUM : PLAT OF SUMMERFIEL D -.� 6 5S ` � TRACED I5300 S.W. II6TH AVE JOB NO. a— 064 N TIGARD , OREGON 97223 5 TRUNK CHECKED Harris - McMonagle Associates SHEET '�.`� �_-- ., / SANITARY SEWER J. R . H. �';`''0 L. �- ENGINEERS - SURVEYORS REV. DESCRIPTION SUB. APPR. DATE _ DATE 8905 S.W. COMMERCIAL STREET PLAN a PROF I L E REFER TO TRACING FOR LATEST REVISION 4 2 8 - 80 TIGARD, OREGON 97223 OF -` I 1 I I I A B C D E F G _� N. I I I I 1 I \ \\ ,` LOT 27 4 ` \\job 0TlL 1300 °_ LOT 27 1LOT 26 v<,.\\ \ �, T/L 1 5 0 0 c tek P/L �,,\ \\e' 1 { 50.52\\ MH - 32 — - - �-_- ---- Q - - A \ --- - - 15 + ifs. 07 D 7 - J �, - _ --- -�- -*-.. --- N-o-a 3 I I 16 - E M H - 3 3 n -- -`- -- �- — --4. — _.__ �` — . _ - .6 3 8 7. 5 5' ' " — _`- --- ---- ___ \ L O T 26 \ \ LOT 27 LOT 27 I T/L 150I \ I T/ L 1401 T/L14O0 i \ \ ® J i a. J � a..d 6\ \� r i - 1 \ \ \ 1 \.. \� I EXIST. M H -55 \ it, r I \ 0 18 + 36 . 19 t., ' EXIST. MH A - 1 ' I + U3. 61'_ EXIST, PUMP STA LEGEND .... , it' T/L 100 TAX LOT NUMBER ( 100) d ‘•c‘ MH - 58 ....0I.. 18 +99.01 P/L PROPERT`' LINE ILa ';' { \EXIST. L/L 71 'LOT LINE WILLOWBROOK FARMS MIH -S�{ -2 2 S. W . I08 TH ST. c_� \�19 + 09.01 EASEMENT NUMBER (+�) -- '�a 1 r BACKFILL CLASS (CLASS ' G" ) a- 7 .__ --- -- -- «—- - - — — - ---- - -- - t - - __ _ - --- r P - _-,_ s_ _ - - . -- - - 2 1 - �~ ' _ _ - --- ^r1 cri .. ¢ - rL COT_QI- l0 . t---- _._.. 1 == 1- C$ , f �- A165 , ___ — , - _ _____,____ - _ N — __ _ ___ _. _ ____ _ ________ .__,____. 6 016.- -* 6C? ` 0 M* 1—0 IN] - - t 4 a - - -- 55 Q fi �. ` 4 .4111111101141WMNinliMr.. 16- tom- �I MIMS �` - CC fp I lir. 1 59y - - 1 / 1 N. . , __......r ___,____ _ _. _ _ ____ _ _ ___ _____ _ ______ __ ______ Ate_ - -_. G -. - -- - .-. -13111 ra ti 'f -- - z `- _ --- - r ^ - - -- - --- - - - - - 19 m — g, - • , --4 --- - -- -- -- - _ _ �. ^ s 7 -- .7 p • I 1+ 00 12+00 13+00 ILL + 00 15-' 00 IG+00 11400 I8+co 1440 — REFERENCE INFORMATION AND NOTES: -� DESIGN - SCALE PERT. DATUM GIT1' OF TIGARD ( U. S. G. S. ) �f3Ep-7PuF` 5. L ..C . TUALATIN DEVELOPMENT CO. INC. 1„ - 50 IyE.RT. 4 ORZ. DATUM - PLAT OF SUMMERFIEL ID `/ •, . ' �`.i' TRACED 15 300 S.W. 116 TH AVE 013 No. �t 5- ,. - ji..ee N N . H. TIGARD, OREGON 97223 TRUNK - s CHECKED Harris - Mcr onagle Associates SHEET 2 r..N. ' `J , I SANITARY SEWER REV- DESCRIPTION SUB- APPR. DATE \�'�' r :"�. Yam. ENGINEERS-SURVEYORS REFER TO TRACING FOR LATEST REVISION DATE 8905 S.W. COMMERCIAL STREET �+ 2S 80 TIGARD, ORI=GON 97223 r 1V .� r fT► GF - 1 I E.------------I-- • MANHOLE FRAME a COVER AS SPECIFIED - MANHOLE FRAME 9 CovER AS SPECIFIED - --_- -- -- - - MANHOLE NOTES r- ct T Grout frame (typ ) _ r. --iM a Grade ring as .eq i [typ) �. v L J I r \ T I . Bottom precast concrete ringshall be set • 1 • into base and leveled as concrete takes ' not i To rung n a Tap rung Top run. p • o'; c '' S Precast conc. cone (lyp) "--) % its initial set. Mortar joint to insure bond. EJE -•!+► __ l6 GA. Stainless steel „ •°h I Rom-nee., Tee Rgn0: at LP' Rungs at �1 �— deflection plate 2. Set manhole frame in I !2 mortar. CN Joint material or equal . 5 l2 oc 2 c. - - (typ) - ' -- Std. prec ,st conc cone 6 M;n. 4B I.Q -.Rung$ at �_ ... 5• - , 3. Precast concrete manhole risers and tops 12 o c a Precast _ 3B {min ST 478 specifications.-_, p . shall conform to ASTM C s cifica - ,, , conc rings typ) - - - r f - u' I• - -_� 5 J 4precast eccentrictopshall I D. ..�"..s --� • y tat r 1 � ' U kJnd,stur�ed �a,.c�o�,'.a+sT , ,� � , r- aa, ,. - _ rip Slope of cone s a ° ^ cart ,, boa;, o o t ik f2 N CT face up `grade �.,; •t7 r. `•_-�� rn 0.X .' 1 6 V.A. �], .c v ' - ) 6-min 8 • 'Pt •' O u Oregon D 1 Stainless steel y 4T f ., • ,. _ drop precast , i too. 5. All storm manholes may have rings and cone Compacted 1'' ' b i -0 i conc. sections } _ o Select _ ~`o ° Li I o►; 1 o L set in 1/2r" mortar ; Joints shall be mortared 12 8ock:t,kl ti y� ° �I oInside and out and coated with ail approved MOx . 4 cost Iran or ductile 41,x wpb' 0II C+ye) I../ ion drop without . of ¢�! o -.-` '' i c oGUring compound. Bottom riser _ • encasement may be II:. ---‘ i i- - 9ottom rung 12 min. , 24 matt. (typ) used,See speci, otions r, •'/d i W - f ---x-- 6 b .� f Bottom rr a1L',' 3'mrn , y g �, ss l2"min. K r-� I`IE - - - v -� - - - • . a C - 1� Make surface smooth • • • • • • `I " - err--. 30w00 psi • *). .1 '',.:. .. F' � t!'o'4� •�`� .E and form grooved I �;\'� ;it. • F o conc bust ', `st:-0'0 �� �. Q°'�, o invert to : itd0;or 4.... < • c• ti. e- 'D , ° } `� 4 a Q' , I Q _ O q d n [ 1 -a + `' 3000 (typ) �'is • I �.O�� 9 y 1. .• , �. ), •C . ` ..r. riI.•�r•. �i:. cot .1 3 •:.• •. • f o _ ,, s POUR PSI CONCRETE l l 4 0'' n ,o A -0 , s+ a e• p ,.. 1 co .r►w ,.. it si!•iMi�_/r. .r L., ~F trig ,€--.. 12"compacted 3/4"minus gravel +� v:,... ..�•s..•Nr..• +. ��_�• �..♦ ie..w " t` ' - -, _y-<- -••- -. - - or crush rock . (typ ) STANDARD MANHOLE DETAIL. STANDARD DROP MANHOLE DETAIL ALTERNATE OREGON DROP DEFLECTION PLATE INSIDE OR OUTSIDE MANHOLE DETAIL DETAIL MANHOLE FRAME 9 COVER AS SPECIFIED 4‘ we►411, S 2 No. 5 hoops I • . • , �.T- s C-No 5 re-bar ,, r ` , Precast giant �" SLOPE SHELF I I'2 _ t1 `aa .•r Tap rung top slab '. ALL AFTC}WNp r s / vie _ ,_ (2:i Rungs at - - 0 Bourn riser �r 8" - - I _ _ \'.' 12min ' t� 3" Trio �' `' `� r'Q'off. '^rn_ _ _ ` „. 12 - ________Ir \ .,,.__,...._;..: :, Slope shelf I:12 .,� • al, around c. _ c QY` 1 p G o e r. ..- _r -fir_ —_f I' 4Co. ,_, ° a c,. n a CUP 3000 PSI CONCRETE EASE - 2 of gravel surf - , or new A/C pvmt Thickness as _SHALLOW MANHOLE DETAIL spec if, ltrernpord. Pr ov d de ix STANDARD MANHOLE FLAN AL.T DROP MANHOLE PLAN Street section, A/C pvmt 'Provide mound to allow Asphalt on trench not for entire width of bicycle paved Immediately ') for settlement unless Surface path or top soil asPavement _ - Creek '� '`• speclfi€d Otherwise directed Creek Heald ' - ep+dd 'ement or specified Replacem eat prop bottom - . / T, .'1 / /-i r•j 7�I(,,\• f- ,'''',I, .•• r ' / // r r-rc- -�1 IAVIf milliVA!.�•61. _ _ , rote. Ti r--• - z !. + F - k , +� [ \r� '� '� k', ,� i `' / ��. -�7J./lla t`.Y,r_,�i/�yV +ri► + ,.. I g � _ a Center Line Property hvr_-2 x 4amorked "T" j Pointed white Mm \ ' 'omman i / 7= Surfacing ;i` `P - l '4 4 „ - Line .. ,. Common - - e' _ -attain "S- rn black r.' 2-O,mox 3-d above Water tight plug - --- Ctu�k t;li ' 2,.of 3/4" •Ou ± w point on curb fop. ground Clean bockf+ll l native __ - '"_ ',I= out frame a cove, :. a Sidewalk r. 24^ r. r Grout (native , / crushed ,„ /. ' 4" �. �_ frame in late dlspecified ma y, ;� rock , ,. I - _7"%�� p min as material) _ _. -� Ammo, t 2 Q - _ j , u• a !, i� • •./,..••r, ,R! `,l < • -w 2 sgllore conc. slabs i � 4 ' tom act - d. T ;, i x�_ '� _ ��!', P % course 'P' 44,0 - '�""""` -- with �- I/2 X S,. Ci1ChOr 1 i as \ _.- -,, . v r Lommon srs_ — _. .. ..�«..y ..s-`' urt� , SKI.. specrft4a �` / 711 L..;,-npocted -s• •. .P backfill : + i r i ,. I� select back - ' ai • P v, J (native - , bolts 3" above slab Ripe 0, 0. t I tin ©5 specified rnCtterrai ) -�~� ,� Pay length trench excavation and bars+ li for future grade _-_ II -- - ___ __..- _ adjustments. r' Compacted select backfill Actual pipe pay lengthImo , as specified, „ ," ", ,r rr Main line size x C Contractor shall not backfill CLASS C CL ASS C CLASS �? CLASS R i ;ornpacte d ) I " tee. ♦,,,-- 6, _ wet r e - end of ,pipe prior to inspection PP 1+ f !! r f -_� ��.. — /. SCHEME 1 45° °end' i Min slope - I/ per fact /l'SURFACING - BACKFILL MATERIAL b" �Iut3 with handle Wye brancfl „ �.-!, 4 or 6 service connection �. -' Depth of 6" son. sewer lateral if required •. . . . _ Select material "n specified. ua `� Select material n — _ pipe pay length_ Scheme for house geld inspector. ■�se service to �� to be determined in field. Actual i e determined b f p Provide 8 install pipe zone as spec _ pipe zone as specified. -- —_ i p sp O �� e �. conc plug w/gasket r PP - i _ 95%tom action, c AI 95 % compaction. • _ ., ^� if end of line N / - - _ ----C— -r, Concrete . °;r a o •,o. t i Ji �i - SCHEME 2 ( Deep mainline) slab 2,000 Ili ,' w. a,.o-4%, ► ' 4• Mon Or (y4 ,GAF••.:' . ''$:•: / ✓ " Min, slope ---- w Pipe Dia. ✓isco 'game S Cover or Eq. • 4O•_ • ► 3/4• p %aronukar 0") P 8 Per foot. or bettlr Q' _ ,p ' - • 6" Plug with handle nearest /� Bedding �.�� _ it -Extend pipe beyond wall of main i 9 s �i.e I,O.t 18 PIPE r.D. + le ^ trench before using fitting. toopfull lea. 4„ No. 201 • r'r`— to property line.---0.. g" Main' line size x 202 CLASSr' No, uA w' CLASS n!S+r CLASS aCrr Et 6" tee. >I No. 203 _ BEDDING MATERIAL Po length trench excavation and backfill TRENCH DETAIL ,,, / TYPICAL HOUSE SERVICES STANDARD CLEAN - OUT DETAIL REFERENCE INFORMATION AND NOTES1 DESIGN S. L . C. TUALAT 'IN DEVELOPMENT CO- INC. 'NO O SCALE f TRACED ,5 300 SW. 1 16 TN A V F ' 10P No �. ro N. H. TIGARD , OREGON 97223 . �. a, e, STANDARD DETAILS ,,,r,, `SEE Harris -McMonagle Associates 3 REv DESCRIPTIOhl SUB APPR. ' DATE ENGkNEERS SUR VEY STREET DATE 8905 S.W. COMMERCIAL SEWER CONSTRUCTION REFER TO TRACING FOR LATEST REVISION APR Bo TIGARD, OREGON 97223 1 o, 3 :.a-