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13800 SW HALL BLVD r ! I I I I I I 1 I I I I ( I vRP`- I 0 EXIST 12" PAGE 1 -_ FP CULVERT ; IE 152.2 r II , GRADE PROP. 1 i 2' WIDE DITCH AT 2.4% TO MATCH IE 137.0 IE 136.7 III u P. I -- \,•4 ----- - O II ' �. 3"X4"'S 33 D WAY , 12"� PVC DRAIN °4 1"x16• GAP CTE SAH i ��\/l tr, 13e.0 o AT 136.1 r r^ 8" OVERFLOW PIPE TO CREEK EXISTFANNO CREEK VILLAGE --- 1 1 II I HOUSE { I I ELEVATION VI EW OF OUTFALL FACILITY ' � �1►IIi l EXIST 15' 000T PROPOSED IMPROVEMENTS I STORM DRAIN EASEMENT 16' LONG: DAM OF 3X4 LUMBER HELD I BY VER-OCA(_ I--BEAMS ON 8' CENTERS; DAYLIGHT FARO DRAIN AND BACKFILL EXIST 8" PVC DRAIN AT 1155 1 E I SEPTIC TANK, PLUMB HOUSE TOP OF DAM >137 EL.; 1"X16' OPENING AT i BENCH MARK; TO a SEWER. ELEVATION •136.1 ; VERTICAL 8" X 36" CO D2 & 4 ( TOP OF FH IS CO D4 DRAIN AND SEWER IN DUAL TRENCH PVC TOP EL. 136.7) COUPLING HEAVY END CURB ANP I I , 159.84 (USGS) STA. 14+85 ST D5 STA. 12+01 .6 STA 12+01 DROP MH D3 AT SAME I.E. MH 7 IE OU'f 143.05 FLOWS TO i3" HORIZONTAL OVERFLOW PIPE. SIDEWALK AT . +7Q ,,TA 14+19 I I,�,I 1' FH TO BE MOVED TO BACK OF S/'rV LK IE 152.5 IE 151 .1 CO 8 IE 146.0 IE 146.0 - 11 +09 - STA. 9+87.4 _ _ - 10 DR - - 12" DR - 0 II I INS1TA L --- --- 6" PRIVATE SEWER Fc 154.5 - 0 11 O / PROP. BERM 1 50.0 0 7 i 1 X RETURN EXIST F H. TO TWO I IE 14.0 I I II I • 135.5 WHO WILL PROVI E(ONLY) { 1 �(�J A N EW F.H. t_ I I FF 160.0 'j 25' I INSTALL EXIST j I FF 151 .0 I I i • BARRICADE HOUSE 1 i #3 1 1 FF 157.0 FF = 148.0 I I ( .S' ' I I i 5 > 1\ Cv� I - 4-% I I SHOP 1 & 2 B R 4 1 " 1, Y N ,� , J /o ' I MOVE ALL USABLE '---- 1 ( (NSTIL 6 MJX? IPT T'EE 4" R a \ O t� '\ 1 WMJX IPT PLUG AND W/M S TO R/W �q i I Q )- BR 2 610. A SEM4LY IN I �C2 BR CO D1 I ,f !/ X� �� Q ,`OQ 1 INSTALL GRA.SSCRETE- I I S PLEX 10 PLEX CONU TR FIC (METER 9+23 I n ` - / lrj� ` I / { BOX IN F ONT IOF CURB I 1 0 PLEX IE �2 R I W REDUCE CURB EXPOS I RE - --- _ - FF 160.0 ( ! 141 TO a FOR 20' H RE _ Exisr o/wAY I o STA. 9+CO.9 �- FOR EMERGENCY ACC SS -- ' ---- i r3 13 _ 1 '60 I Q CO 6 IE 142.2 �'-�_� '1--- V1 ,1 LA v E WAY _W_E_J_ _i_ " B� i GARAGE/SPIED { IE 157 I I I `�" O R ( T A E H E D G I - /J'CO I OR I I I M VF * *A R B * * � '� i /�/ '' 1/2" WM \�p� �� � �eRF V C FOR T I U P. ' I // IE 1405 PR % �Ow qyC ! ` Q M NOTE. PRIVATE DRIVE WILL 3 I FF 1 64.0 / BE 24' WIDE, WITH ` (� / / I INVERTED CROWN. I I p INSTALL 5"MJX2"IPT TEES/ FF 150.0 M ,� USE EXIST o2 // `� _ _ %�/�----__-__ _ �� I F 159.0 1 BR 1/�\�/ / ��TOP OF J I O SERVICF I- I _ -- -- _ PROP L'GROUN WIRES -- �� _ Fc t5a.o -� 1 1 v PLLX4' D /� //� I FIELD BANK I I GArt UKI h" DR _ _ n I IE 153.0 \n- K. i I 154.0 - VILLA G E WAY !� �A L_ / „ �C I CO 5 I � � LIMITED AREAS THIS VICINITY { I r / 6 DI / 1 1/2" Wi.!'S IE 141 . j I SLOPE > 25% FROM l DESIGNATED TOP OF FIELD I n" I�E C EN I __ _ _ - ----- - _-- STA. 8+17.'d' I I BANK' TO CREEK. I - _ -- _ -_ o ----- --- - --- ------ 45 et22 ELLS / }� cl S APT \� CARP.OR Q IfJST»LL 6" MJ 90 ELL 3 INSTALL ,� I I / I • EXTEND TO R/W IF •. I �'• SIZE IS 1". �� Q'� I-- � � FIRE HYDRANT \I � /� I I ` � 1 ASSY o � w LjI 2�' { i EXIST D/1NAY .��`� �� \ - w_ I I � 1 I � I 0 I \ - \ o _---1=LO O D P LA I N 1 y { i 0 Q I I 4" DR IE 146 \ \ a FF 166.0 �' I { \ \\ 73,995 S.F. ID I -;�]-�j 3 BR I I \ \ BELOW FLOOD PLAIN --,_ Ia 1 1 METER IE 1150 a DR I \ � '� ' I N I EXIST ' W 01 4 PLEX -- ---; c,o i I . .\ \ I { # 1 HOUSE IQ �� I o� le 157 I I 1i 7 FF 151 -u bo I I 101 #9 �, I I � \ • 3 BR 4 PLLX I - '� i 2 BR 10 �� �� �0 -- , _ I J 1=F 1 s5.o i 1 10 PLEX N \ U \ \\ \ \ ate, 81 -p'WAY I I I ! I i � ► COTTAGE #8 v #8 ; I FF 161 .0 45' ! BUII ;i SIDEWALK ST 4--.._ i ( - -t7 I I. RAMP LIGHT � INSTALL � ,3 BR � � 6 M�c Z 4 PLEX i i D ! 1 �� u Irl .. M U.P. l . I cn / LIGJIT -- -- � �� � \ S'�ti S � FF 163.0 j I • 1 PROP U'GROUND WIRES - �� o r - `� l9, V EXIST 1 ! / PROP GAS ------_ �+t LAJ --^ - I• HOUSE �` IE "PJ 139.82 I 1 �N`STA-LL-F-HD8" ASSY a - _ I 1 8X2 STUB EXIST MH 1C-y/ -� n^ - � AND 8 MJ GV m� � ti ••� �� � � _ N•_,_ oZ DI- ^ -- - _ _ _ •--•----`_-----�--- ----- ---- ____ i �� _ _ _ -. - 'ozo E IST ° �- INSTALL 8"MJX6"MJ�E ��' �° �• 8' PUBLIC SEWER -� �J� c'." PUBLIC SEWER °� e' A/C PATHWAY // LOT 3 �o D/ AY S WITH EASTERN PLUG ,^ __ _.______ ___.__-____•w,T� Q N - ---- �� -- - 'N w �I? 1 �/ 48" FIR � �x �" - -------- ' 9c:I �• } GARAGEAND Us CONI: _ \\ �. c / LOT 4 + FUTURE CB CO, 15' D WAY 115 13 AND Ir DRAIN AROUND C/T� + 1L! TO ACCOMMODATE SW;M POOL OLL� ��/ 'r n ------ -- FUTURE DEVELOPMENT BARN _ ~ 0+00 EXIST cAs \ 13 3 0 20 - .............. 1- c� .. ..........•......:'� GILBERTSON ��10 30 �� TL 600 a ........... ..... . J. 16920 GREENTREE AVE. Z CIS- °� - --- - ---- 1�1 1 = 30 LAKE OSWEGO OR L_EASORI PROPERTY ........ .t o 97034 ' D DAY ti !.3 f l -a 1 (503) 635-7590 � 3 :J • c,t'► Q I 2/ 15/93 ENGINEERING Lato: � I� �� JOB #91 -5 5 � � _ XI \ HALL BLVD., 13800 � 1 \ SIT 9:i•0012 1 OF 4 ,.yy,", •, ...v..+w .,aamwnww.NNrpi>iiiuAM+�+±4!t+lrorrr►#NNr+a!tAM�,II��r ", .�AMke . a. .. +.w*- I TIIIS DOCUMENT IS LESS rTTI�T 1TTTTj117 I I I�fi � I T I 7111, I �TI�ITl111 116 1 AUGUSTGC3 1995 � � LEGIBLE THAN THIS NOTATION, IT ?.S DUE TO THE QUALITY OF N0.3e THE ORIGINAL DOCUMENT. - -_ --- --- _- -._ -__ �E �LZ�� LT 8T 9T fiT ET Zi Ti I 8 T L 9 g S I Z I�IYI)M Iri, I ll1711, ll� ( III (11111 ll �IIII IIII�lllllllll�llll I I� (( 111 III 1' I 1-�1llIIl1llllUl IIIIIIIII III IIINIII `` III �I III II II �IIII III�� II III (� I�II� Ill 1 Il � 1 �1 ll( llll II Illl l�lllllllll�l 11111 I II llll Il t PACS 2/ t:. 1 ,N� , i t R a .i 'I. 1 CLASS A >N/ x \\ BACKFILL \\\ \'N X 4 4 / 44 444 444 10"-12 GRANULAR --- /1 44 a PVC 6" BACKFILL < 6" PVC 41 4 4 L a` DRAIN 44 SEWLR 4 43'_ i 4 4 . 44 44 444 X144 44 444 444 �444a4444444 4" STANDARD X - SECTIO N DUAL_ TRENCH NTS 160 CO D5 FOR _ 160 END OF STORM DRAIN DROP MH 'D3 STA. 14+19 FOR STORM DRAIN E IE 151 .1 — D _ STA .1 '+09 _ .3+51 EAST EXIST GRA _ IE. S 149.0 ,. �— —_ -- - ---- -- CO D1 it. 144.8 IE E 145.0 — — — PROPOSED FIN GRADE FOR STORM DRAIN 9+23 50 I I IE 141.0 CO 9. SA 1 ° 50 ® 2'3% STA. 14+85 ) G t -- v_ pVC IE 152.5 0, - - -- - - - -- - , R 1.3X — _ -- 1� PVC D _--T D11 .AfX \` CO' 5 ( AN) , p�.IC SEWED C #8 SAN) &. --� OSED C D4 �DR) STA 8+17.2 0.9% PROP ............ 1 . STA. 12+01 .6 1 IE 141 .4 ERO ° Cry 6 SA ) �pNG G� MH #7 SAN) & IE 46.0 140 1_0% g" VG SEW STA 9+00.9 CO D2 �DR) -`- - -_— -� y —� --- 140 _ IE 142'2 IE 0 T 143.06. M 1#1 C-22 S "A 6+57.9 IE W 139.62_ IE N 139,82 __--_- - IES 139,4 9 --- -- 130 0+00 1 +00 24-00 3+00 4+00 5+00 6.1-00 7+00 8+00 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 —� GILBERTSOU PROPOSED PERIMETER PROFILES FOR . . 2/1593 iLAKOU SW PROPOSED OR AVE. *4% HALL BLVD., 13800 10 30 0 97034 SIT 93-0012 FANNO CREEK VILLAGE STORM AND SEWER :w DATUM, IS USGS SCALE_: 1" =50'H 503 635 -7590 2OF4 ( ) 1" =5' V ENGINEERING JOB #91 -55 y r LEGIBLE THAN THIS NOTAL IF THIS DOCUMENT IS LESSON, 71111T7 �. 14 1T I L � + �1�f� �1�Tj T 1 I AUGUST. 2� 1995 � � I '' ff 5 S I y 11, 1�1V17 -_ 7Pr IT IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT. £ 8Z 8Z LZ 9 Z Z + S Z TL Z �I 8�i LI 92 9I ibT £T ZT Tt t — 8 L 9 4 £� Z �ioi�ue Ilil IIII�IIII IIII�IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIII�II 1111111111111�11111111�1111 Illl�llil IIIIIIIII II 11�111111111�1111 IIID 111 � IIS I IT�ulll 111�� ,111111 II � 1 1 1 Iltl � II 111W 1111 Jllllilllllll lillllll�ll� a PAG E i i TYPICAL X -- SECTION VI LLAG E WAYWEST A VERTICAL EXAGGERATION 5:2 NO SCALE I � � 1 170 I 12' + . o w v ] _ N o_ 0) N I O oI I N < - + o 2X1 1/2" A/C + n o j . N opo " / r i 165 01/7\\ �� O � N 0 O I o o I o G DDD �f z P> 160 4y D I D 10' * OR AS OTHERWISE _ DIRECTED; FROM 1% 1'C m 6". SAN F,�� D 4 4% O SERVICE ST I N C/L . STA 1 +33 \ Opti I >` CATCH BASu! 1 w t . 155 v IE 156.4 -2.2$ I 8"x3' PVC ~ 1 _ M t'vC pR _ O APPROX 450 w O Q - 10' - 41N TO 10'X 10" TEE ca STA. 2+84a_ CATCh .BASIN 6" DI IE 154.0 ;" lC- DR PLAN WHERE CALLED TORN WATER 150 --�- � -_ IE 151.1 0BS ORO DRAIN STA. 0-+-00 STA. 1 +00 STA. 2+00 STA 2+87 WILL TYPICALLY BE 5' FROM A/C TO IE 6" SEAN IE 151.1 (FIRELANE) .Q VILLAGE WAY CENTRAL VILLAGE WAY WEST B _ VILLAGE WAY EAST _ - � I O ;+ O I 1 II 5 170 O . 70 16 ['L ' + r.0 T '� ----- --- ---- ----- - - No JF 0 Io oo . I 00 p Icn mZ I* D w 0D LA NII . Ul O 4. u + p cJ, + Ln + Ln EXTINGGROV 165 o u r 155 a t to l u'�+ lqD - - i --- o -- _�_ -_ ---- - 00 - - -- --- ----- - __-- "� - A, rn Ln 14 110 ICY) F1N C I + �"�` `1 7� __- - MAT INVERTED ROWN PATHWAY +1 EXISTING R o W o: cn _ � -._ GROUND FIN � --�`- D C/L S o 160 _ GR UN _ 160 --- - �` 155 0 X z i FI ® t l N �i L cn 6" SAN . SERVICE I $" PV 2 15�) 155 T 150 I D _ S A. 0+00 I Rql -- -- - CATCH BASIN _ _� - _ STA. 1 +80 N IE 156.4 o IE 153.0 STA. 2+55 — CL N OUT C1. DROP' MH 51 .. A. .3+43. IES 149. •� 7 T STA. 2+63.15 C IE 151 . C BCH BASIN IE E. 144. z IE 149.5 IE W 145. 150 L 1 — _ 1------- -- _150 m -_ � - CATCH53 U IN 145 E � -- I I --- __ `-__ __------ ------1- - ----- .. _. 6" SAN STA. 0+00 STA. 1 +00 STA. 2+00 STA. 0+00 STA. 1 +00 STA. 2+00 STA. 0+00 STA. 1 +00 STA. • 2+00 STA. 3 +00 GILBERTSON PROPOSED P EOR VILLAGE WAY 2 1L6920 AKE OSWEG TREE AVE. 0, OR , 97034 WEEAST2/15/93 IO 30 0 HALL B ,3$0� S T CENTRAL AND SIT 93-0012 f1 of ' HO19 (503) 635--7590 3 O A DATUM IS USGS �" 5o VERT ENGINEERING JOB #91 -55 IF THIS DOCUMENT IS LESS IT���7 TiTf TT1TTT I 111r l� I 1IIT]T 1995 ' LEGIBLE THAN THIS NOTATION, �T�1 1 2 I 4- ��r I � �I II � �' 2C�, l� Tj���� 8 10 11, 1 AUGUR ., 11 _. � � _ - _ IT IS DUE TO THE QUALITY OF No. _ THE URTGINAL. DOCUMENT. E 63 BZ LZ 9Z Illi IIU�llll Illl�llll Illl�l III IIII�II I I I,III�I•I9II i _-- - _- - ._ -- �--- -- -- --- --TI !, -TI ,, - �eI I24 )( I 1 4� J 4 I �r HOLES PRECAST OR 50REG MANHOLE TO CONFORM �\ _a_ �',`.• FOR STEP , SHALL `JE. VERTICALLY WITH ASTM C-478 SPACED 12' CENTER TO CENTER. ,-`-_� ,�_.'� •••.L'�'•, NOTE' THIS TYPE Of !A...;.,�E PAGE ,�,�;' � 9 � It 4 Sl'Jl�!.i� j _-..` \\\ ..�•.� ' BE USED ONLY FOR PfPE SI_c :t ,DETAIL A NCiT•E. MANHOLE STEPS MUST BE 1IGHT AND FIRMLY O D - �\ .• .• EMBEDDED. THEY MUST ALSO MEET THE ASTM of 24 OR LEss. , A B ❑ O ❑ 0 13 �-- �^\� c; TEST FOR WITHSTANDING PULLING OUT, LOCATE MANI�OLE COVER A -\ / s FRAME OVER LEDGE OF (3 r- V ❑ !(� O 12 � ` „ AT LEAST ll" N WIDTH -A- a ❑ . a Cl o �� O O U O O • ' STEP I ❑ 0 ) MANHOLE 0 WALL ti v , 12 STEPS M -- g-7�• �✓ ��__ _ DETAIL L} 3-3 /$" FOR PLASTIC y1,FETY STEP r I - CUTAWAY V`, EW MAIN SEWER LINE • I I ' I 6" SECTgV B--B CU 4 FOR GALVANIZED STEP SAN I TARY ST" � f 9,—`� 24- 3/4" �,u 18 -- —�----_.___.___-__-- _ �z I 13"CC -- CAST If+c)N COVER /MATCH FINISHED GFtAOE OF STI E_J T SECTION A-A I ~ -- -- AI FRAME I I 1 (See Standard Plan 22' )_ _ ---- Q 1 ET FRAME_IN MAXIUM 27-FROM FIRST STEP TO TOP 1 S" I � = I � ` NON-SHRINKING OF CASTING 27 ' ---- - - 8-- e-&V GROUT �--ECCENTRIC MAI440lE TOP. �•---- - ----- - ------ - STA NDA'40 48 MANHOLE LIN i RISER PREFORMED PLASTIC GASKET 46 / 1/2" 3" 7" PLAN V4" ALLEN HEAD BOLTS _l_ FOR PIPE (" Low - _-- - 24' OR LESS .• 4 i COMPACTED RECESSED 3~ 3" = b0" _ _�- '.�'��.� CRUSHED R 0 CK < o FOR PIPE _ -- —�- MATERIALS' - 27` OR LARGER --- - -- 23" -�----� �° • GALVANIZED: t2' WAX. FDR CONC.PSE 4 1'/FT !,. ' ,''• •- UNDISTURBED EARTH 24- 1/2' #6 (3/4 DIA.) GALVANIZED DEEFORME:i REINFORCING BAR. - -------.----i------- --- -- �,- REINFORCIW3 BAR CONFORMING WITH ASTM A-615 GRADE 40 GALVANIZED CONFORMING WITH ASTM A-123. ' PLASTIC: NOTES MUST CONFORM WITH ASTM C-Q7©. 1 I. USE SUBURBAN Tr9£ UNIT IN NON TRAFFIC AREAS STEEL REINFORCING PAR MINIMUM I/2 GRADE 60 . ,;• :�., 's SET IN FRESH MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED' 2. COVER S FRAME SHALL BE GRAY CAST IRON ASTM A-48 CLASS 30. INSIDE DROP; � � . • o o �, _ CONCRE E • DETAJL 3. COVER S FRAME TO BE MACHINED TO A TRUE BEARING' ALL AROUND. WITH INJECTION MOLDED COPOLYMER PUL1'F'f2OPYLENF o v , o Q QPOUT 4. NOTCH LID FOR LIFTING HOOD WITH SERRATED SURFACES. MAXIMUM Z'0 •e •; • •� oa o • '<-� � " • � •� • � 12 LAYER CC7MPAf„TED SUBURBAN AND VERTICAL DISTANCE, _a_ ____.____-. "' - • INVERT TO INVERT MIK 8113E MATERIAL(3/4-01 % --� STANDARD MANHOLE STANDARD MANHOLE -- - CLEANOUT RING & COVER �. FRAME & COVER Un;f*d se"faipe AgencyM A N H 0 L E STEP Ufv;fWd a,mew,"„9*r*C7 UMPled,.�,�s"ABY Dwq No. 155 U,Iif*d Sewerage Agency per. No. 120 Lpwg No. 140 f Li A NOTES, STANDARD CAST IRON -- FABRIC 1. INSTALLATION SHALL FOLLG* nE FRAME A COVER ,, WATERTIGHT PIPE PLUG FIN15H GRADE MANUFACTURERS i'tECOMMENDAT)ON'_ 1 BUILDING SEWER PIPE' 2. POSTS SHALL BE INSTALLED SO SIZE AS SPECIFIED I THAT A RAIN. OF 3' - 0• EXTENDS • �' �'��' '.i'�'.-�• • �4• MIN ABOVE THE GROUND WITH A MIN. ?` �$°• �� 0 ------ -- SLOI`E 2' - 0' E)ABEDMENT. 6" •oma• • STANDARD MANHOLE \ �� MIN, �� pI \ GRADE RING PLANT FABRICATED TEE FITTING `/�/ 2'-0" MIN. FABRIC EXPOSURE 00 � • • 4 c ON SEWERS 18" AND SMALLER, NOTE' o�� ; % B ACX t ILL 2 X 4 Oo • 00 FIELD TAP ON EXISTING SEWERS AGAINST PLUG TO CLEANL/T INSTALLATIONS ARE Oo 0ot,•e �\ PROVIDE 3/4"-0 FOR A AND NEW SEWERS LARGER THAN I PREVENT PLUG \i\\ LIM/TED r0 EASEwNT AREAS k • o ,0 v 0 ` MINIMUM OF G" AROONO -- THAN 18� I BLOWOfF 8 SECURE � �� - �-^ OR MAY BE ALLOWED ON A f �04 � 0 ) . CLEANOUT - - 2x4 IN PLACE WITH TEMPORARY BASIS IN 4 0 U /TRENCH BACKFILL %\ Tv Tw SEWER MAIN 12' MIN, BURY FOR FABRIC R/C>'NT-O - WAYS. OR LATERAL PLAN e p a G° TRENCH CKnLL b "�+0 \ EXTEND AT LEAST ° �� a: O >r GROUND 12"AeCvVE SURFACE a• MIN -0' FAIN. 0 0 0��,' SURFACE o�o• o •.p \ A \ U . O c MINIMUM SLOPE: FOR r U • D•4C f 6" PIPE = 0.010, FOR PROFILE VIEW OHO C, 4"PIPE : 0 U20. -----9ERV}C£ CONNECTION a0 0 V. '.': O .O• MARKER 0 e e o UU _FILTER FABRIC MATERIAL '3t9• WDE ROLLS � '� o :A 0 ep o Oo a .'�; 0• Q I MINIMUM. ATTACH TO STAKES. S. MAGNETI: TAPE ------ S OHO GREEN ./BLACK LETTERS (WASTEWATER) ,J GREEN./BLACX LETTERS (STORM MAIN) �•��o°°: .�. :� 1 'A O�,p PLUG 2'-0" MIN. REINFORCING NETMIG - FABRIC IFR G. e o • . . A' ECLINENDED BY MF CONCRETE•EN�rSED WYE EXPOSURE 3/4" -- 3/4'-0 PIPE ZONE MATERIAL AS SPECIFIED SUPPORT TEE WITH BURY BOTTOM OF FILTER MATERIAL _. BEDDING GRAV EL, S I J C ---� - IN 8" BY 12' mENCH -�� -- MIMMUM 2,0" ♦TIDE STANDARD CLEAN OUT _ 6' MAX. ---- 2"X2" WOOD POSTS STANDARD CR BE.TTIER ALTERNATE: STEEL FENCE POSTS BUI hDl NG SEINER BURY IN NATIVE GROUNb SECTION A--A GILBER-i SON ��� � �,►' SEDIMENT FENCE DETAIL 1 T LAKE IU WEGOE URVE. N .T.S.uall 97034 STANDARD DETAIL- S FANNO CR . VILLAGE (503) 635-7590 EN IINEERING 'TALL BLVD.,13800 JOB #51 -55 SIT 93.0012 4 OF 4 �+m•r!n5rze�,•„+.�.,.�., • ���� � T�T� �T�1 T�1�1 1 1 IF THIS DOCUMENT IS LESS 1�1 P1 . I � I I IIT 11 7T' I��r' I P I i 111 I �r1{�1r f T ZC� 1995 1 Z 1 47 ' I 6 I ' 7 I g I 1p I 1.1, I _ I AUGUST ! / LEGIBLE THAN THIS NC'1 A'I ION _ �- _-r� _-- ---- _ F _ _ -�-� 1 I'I' IS DUE 'I'O 'I'IIE QUALITY OF No THE ORIGINAL DOCUMENT. S I Z 8 I LZ 9Z Z Z £ 9I -- G1< 8i 9 [ -I -6T E�i ZT IJIT, � � ll1111111�Ii,1 111111 ��il1l lu►�II►J Iul�llu I I I III11111�1 11111�111111111i1111 II1i111111f11.111111ii11ailllili�llif�llll�l l ! 1 I I� 111 Ililll, Ililll �� ► 111 i 11111,1 � Il f 1111111 �I111 1 fl I Illlif i II 11 ,11