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10350 SW LINCOLN STREET-9 p 60 50 40 30 10 0 c 2 Z `r 2 — G I 1 rt STA 0+00 90TH CONTRACTOR TO POTHOLE AND CA INTERSECTION NOTIFY ENGINEER TO FIELD ADJUST 1 1/2" CUSS 'C' • j W/ LOCUST STREET. GRADES THROUGH EX. UTILj'.IES. OVERLAY. FEATHER END TO MATCH EXISTING. OVERLAY AS NECESSARY POTHOLE GAS CROSSING. TO CREATE SMOOTH tjAWCUT PAVEMENT NOTIFY ENGINEER TO FIELD INS CAT TALL CATCH BASIN /4 0+414.88' RT. 90TH CROSS SLOPE. AT C/L ADJUST GRADES. NS Z ' s 2 r TT f T TI• 1 I _771 I 1 !LL i I I I I I i I 1 _ w ,itt� STA 3+15.03. 14.88`8RT. REMOVE EXISTING 16' INSTALL CATCH BASIN #5 CATCH BASIN. _- _ _. _ ---- - i- aA 27' 180 LF '2' PVC C-900 i � ABANDON STORM LINE. 67 LF 10" PVC C-900 - - - - -- - -- -- - -.---- _- - - -- ._ --- - __- . _ - i. IL � CONNECT T0 --• I �-^ �•••� :-r. •- - EXISTING MH ..'r- �/ 0'S' S STANDARD ABANDON EXISTING REMOVE EXISTING _ , ` 5 SIDEWALK - / STANDARD CORNER REMOVE EXISTING PROPOSED W5/ PLANTERSTRIP & STORM DRAIN PIPE CATCH BASIN I \ CATCH BASIN RIGHT-OF-WAY CURB & GUTTER. SEE ABANDON STORM UNE _ / WHEEL CHAIR RAMP r - � ABANDON STORM UNE TYPICAL DETAILS. I I EXISTING 1� ! ST A 0+20.10, 50.98' RT. RIGHT-OF-WAY - BEGIN CURB RETURN ''f Jr 1 1 ! MATCH EXISTING CURB PARKING LOT -- ` , CURB RETURN DATA J �a ! 1 ► \ 3 — I RADIUS = 35.00 T Y _ - . ry: -�: I LENGTH = S4.9S �.. - DELTA = 89'57'37' - I l I 8CR STA 0+20.10, 5C.98' RT. _ n TP O BCR = 208.92 _ c TP O 1/4C - 208.38 TP 0 1/2a - 207.51 TF O 3/4(3 - 206.76 TP O ECR = 206.56 ECR STA 0+55.10, 16' RT -- -- W 2 W 4 C..) HIGH POINT ELEV - 207.45 Q LOW POINT ELEV = 207.01 HIGH POINT STA = 1+35.73 _ J N ----r— -- LOW PMT STA = 0+�8TT — ____ '7 cV ! I a A = 7+05 �� `T ;� n PM STA = 0+35 ? 1 PVI ELEV Y 207.85 f CV m PVI ELEV = 206.95 + - _ A.D. 7.93 ! Z K O _ .A.D. = 1.78 _ 20.18 I-- ' K a 16.05 - ! ZOZ W f � J - ------ - -_ cn cv . - 4c tb0.00VC - - - -- - - O C 34.00' r_. . Z _ I tV O m Vi I U U W � I t Ex1SrNG GROUND m _. I + i Z W I WWI? 1 rpm m W y 15' RIGHT OF CA t ? �2 Z W 5 208 __�_._._. - } 1 g a 59 PV! • A = 3+25 LLJ W pVI.ELIEV = 199.01 1 f O 1 _ i A. = 7.57 1 Q �3 II 1 � _ 9. 1Q Lo EXISTING GROUND N 16' LEFT OF C/L (�'� SO 00 VC �• I , W L p ' + i $ I C� 1C" 7- Li' . . EXISTING GROUNc W N AT C L tli 1 0 I N .- ! _ / N o z an 9 202 m 0, A;� 102 }A + _ < t, i GRANULAR E4BIA0 FIIl PROPOSEU GROUND �` to U& f AT CA j d06-13-03 6 Issue date Aw x _ _.—_ __4q job number 0321 Ito rev sloes -- — ----- — t n r "Do - I —--l _ _ _ -I - - ! t ; { �4 .-. -.�..,�_..� -- 90TH ��VENIJE - } _ j.._... i_ . ,. - GR NULAR BACKFILL AND BEDDING IMPROVEMENTS 90TH AVENUE IMPROVEMENTS f le r>er>!>e: 1a2Q02 043;DWG/STAEET LIIKVIII JI I WAV SIT2003-MI a C 7 ! 7of20 10 70 80 -, 40 30 20 10 8 ,z ..,... ..,.__ -...�..._.....- --......,.—... ,.....w...,.wwwa......,wo•mnals'eepNNr,»nw �yl�'j _ �iY.•,..r.ow �.•.w..aa..wma __,-. -....,,-:n,w.".,.au-,-... . .,.,..«fLMYMf1uMM!/iMl I. '" wCAtMM+ !�MN11� •,a' a.. �. al!!'111i61i;i:;!' j!fJ1 111111111 S1!,; itd►flJlliiili+ilElllilllti1�i114I i 11S�1f1111rg1+Iil!'llil�ftgll{�1 �1111r!Il!11111111211 !llli2tlir'2S�! 213 '12 !Ji12 e 1`J 14ICT 1o !111`iliflIf�1kiMa!Mi{Mit[qr fl 1 e11 2-1 28 213 3 u ui y ,y� N'3M1 I }' A. woo . - •i: : - r' 9t KI yi y •+;ems+-�,.�r:_ .'I ....G,4.1+-$Y.n'..ti,+a,L.tll!.UIS A•l1/J..4dW.:_4M--,d.-.i.'. Ea,....:',:,-.:Y.rbJ�XN%. .. , ,;' {sired:ask{kipwa+u,d,..s,.ra�kt,Mw,4►+sb.w.�.twe.3+lrLka.�r.aa�+aa..!s..'us .a. �,, ..:.',�:a.,::.I,..,i.,:,.,:,.^•�:ra:+s;::,:.3. " xt,... d,.aslao'Mesw.r�s..a.aas,,u..fk.n w!.eicls.�vuwnR .�u�fb�iw,....I,�3,alwr • . .:.. - ___._._ _..._._ ....... .... .... .............. _.... , Ate.. '.-_.-...._,'..,V.. ._ __,.w:_:_:us..._,.u.su..._r ..._.<.,.,w._r.wir_.rw ,,,IFnw:w+._.. ,.. arr.. .,ra.v..u.tW..<d.aA..Lw.-.wxw.,,.n ).:✓9!..s., ._..a..Aa.. .,:.x._..._.1....hs..t.a .,.-.,...s_,. .0..._-.......-........_. ...,__,. .._. .... 90 80 10 e0 60 20 10 - x Z O a ww O h r- 0 0 r— g rh Z •— CD Q v L4_ ' c C/1\ Cr"' 1 1 1/2- CLASS 'C' OVERLAY. FEATHER END TO MATCH EXISTING. w L H • OVERLAY AS NECESSARY 5' All'�7116' L00" TO CREATE" SMOOTH S' 4 'I 1 32' -� L CROSS SLOPE. t 6. 3.4i'l 1 :. INSTALL NEW SANITARY II 7' Wf' ► / MANHOLE OVER EXISTING RELOCATE MAILBOXES i 7LX ' LINE. SEE ONSITEPLANSA BEHIND CURB SAWCUT PAVEMENT �4• INSTALL. 24' TACTILE 5TIMP W/w/ 6• - y/ AT C/L. TRUNCATED DOME TEXTURE - ! 6 STA 4+94 32, 14.88' RT, STA 1iS+54 �`� _,Y� & CONTRASTING COLOR -sTADNOA OR Cuae i INST?t.l CATCH BASIN r6 INSTALL MIDBLOCK RAMP �"I r!A�!, \v r (� �' GUTT R W - --- - - -- CSXA�AI! - _ �pE ROFEss/ d __ -I 25AWCUT PAVEMENT O FUTURE / . No LP 19,191 x. , _ . _ EXWMG RIGHT-OF-WAY I ��ti�t I INSTALL (2) R STREET O�FRj BARRICADES. SEE SHEET CIO - � MIN 2' Uf 3/4'-0 + w 178 LF 12' P CRUSHED AGGREGATE BASE CD W VC `— I" EXPIRES 06/]0 t2 1 - r-_ --------•• -�- -� .` i _ a- SLIM�. " EXISTING CATCH J7 _1 .�. �.�� - MAIL _ BASIN TO REMAIN RELOCATE EXISTING �nNG I 'NO PARKING SIGNw REMOVE EXISTING %: .. T, NO ANOVE GROUND UTILITIES ARE PERMITTEC WITHIN RAMP AREA CATCH BASIN AND PROPpSE ' BEHIND PROPOSED CURB. I n TECT POWER Pt 2 LANDINGS SHALL BE PLACED AT THE TOP OF EACH RAMP —OFINSTAL SHALLOW _ LANLANG SLOPES SHALL NOT EXCCED oO'I IN ANY DORE:CTION S� • � __ STORM MANHOLE. AN V'ERkEAD LINES. THE SLOPE OF THE SURFACING AT THE BOTTOM OF PIE RAMP E RECONNECT EXISTING SHALL NOT EXCEED 201 FOR A DISTANCE OF 2' (SEE o REMOVE EXISTING �,i nPICAI SECTION A80VE) CATCH BASIN. ABANG�' STORM LINES. CURB RE=TURN DATA n STORM LINE • `� • S MINIMUM LANDING DIMENSIONS SHALL K 4'■ 4' ABANDON ANHOLE AFTER M 6+Un* 14.88' RT. l v �y 3 ' `� INSTALL CATCH -f S 4 RAMP SURFACE SMALL 5E TRUNCATED DOMES INSTALLED QIRECTLY ^o ON-SITE I ROVEMENTS ARE BASIN 7 BEHIND THE CURB, THE ENTIRE WIDTH OV THE RAMP, 24 DEEP 3 COMPLETE. NEW 3" DDMt,:a TIC METEJ � N DOMES TO BE TACTILE AND OF CONTRASTING COLOR. RADIUS 150.00 VAULT AND BACKFLOW ' a 3. CONCRETE STRENGTH SHALL BE 3300 PSI LENGTH - 75.78 SEE ONSITE PIANS. I DELTA . ?,8.56'46" EXISTING STORM (1 �� BCR STA - 6+01.83, 16' RT. REMOVE EXISTING DRAIN �,� TP O BCR - 184.93 - �- CATCH BASIN. ABANDON r� �' O TP O 1/4d - 183.89 = ' STORM LIME a. \� TP O 3/4d . 182.21 Cc c TP O ECR - 181.61 C °` - I ECR STA - 6+85.69, 16' RT. W 0, _• CENTERLINE CURVE DATAAQC Z RADIUS NG 6R 01046.04 �_/ DELTA ANGLE - 50'24'26" W r., �, CHORD BEARING - $25'08'476W (� IL --� N T �' W171-4 cn 94 1 oc � p I �.✓ � o '�.1f "4Yt�:j+`rpr ';, ')�{t r I 'd ,. � � A U .�._ ., ---1•--�- _.�. J-�. _... �,,. Q y9P�yy 't XJ r r Ir f .. .ftl) rd'i j.. I• J.t:! . _ �� 4 }_..._ 3 O r �a'�I;I.S ,�''� E x'•'arn � �'"�4'rl'*''"k��'�k I, M1'4 `d 'ft' .a, • " ';+�':�: I �`�-'- ��' LOW POINT ELEY s f81. . - -- -- -�.�.._ __...�.___- ____ �... .__�.�. ._--_ __ _____ -____---_ ~ t` '' r,<r a J t ;.�•,I °,' " ,,, I tt `�` 73 �Z C= = r Ol _ LOW POINT STA 7+'56.00 E(ISIING GROUND O O t �: y1,,}Iy�tom•y�''q� r�= g I + PVI STA . 7+OCL Cn I z • ,•,,,. � .r G�1 � q �>ti � .}- \` 6 LEFT OF Cfl, ..I,._.� .}...�... II La.l I f RVI ELEY�� 180.50 -•- t__ _ - ' t • -}- _ , A.D. 6.06190 Q �= 4 - ~�' �} k �� 170.00' V ,+ N ELE I J (�J ... HIGH P T V - 181.95 ! I 'HIGH P NT STA - +55.44Pil STA lit 15+ 50' + I II I LU "Ulm kel 1 I rt/ f T$ J _ Ln y ; ft�n k 1• I-_ O 7 .�._�- a _.�... , , W K in, 4391.40 _ _ , l , IU I 1'- t syr LU OSED GROUND �+ , �, m l7 m I V AT CA 0° - E*ST"- I � _I � W a OD I6" RIGHT OF ..___.___.__- _-�_-- -� -___.�. -- ---- - t ... m I W ...... ._._ 1 "9 IS 6 Issue ate, 06-13-03 V) c� '�!� -.,---*- -�_ w. _._ .__-- —_----- ----- - - - -- ...-_._...- --- -•--- - -_. - _--_- - 11T I22 fl --._ �� t. .I _ ___ _.__ _0.61Z__ L-._.�_.__ Ob M#16w: 0321 0% t- revisions- AT CA FUME i CIO J J I : ;. Y I ........... +L a r 9 I r � , �_ � j 1 � � _�.-�- 0 H AVENUE _ _ _._ - i .t . - _J-_ - - _ 1 � w_ �_'-� - -. � +_�- • �..�. �_ , _ �:.�: :� � . . �:_� _ .�' ' -��� �- � �• � -�1 � � i IMPROVEMENTS i I; _ 90TH AVENUE IMPROVEMENTS 1'iN 1I/11`N: L:/1002-043/[?WG,'STAEET WOR. I' . 20 -/ER. ?' f: 1 LII lll/tll,11 I ll.t-rli 9IT2003-0001 R Rof20 C 8 r. toren 20 10 B I :. e as Wtwt�.lmt"°,7u0'Vxn. �r'MF14°JIAtkds,m'Illww•.•..s*,r.• •n+ro.rnnnrrn+,we+I.r!•�'y+pMtlM/�!fw'+Tr.N!1'.:+M;eKt AWliti+s. -. - 'x. .:,'•I. ' ..- ;(-' ..;:',� ;'i. ry, - _ ._ - ^p,:A..y+1i. .n.Yyyy,, -. ... Y,',u•"MM��� +R�M! � _.-u.,W+AMtM.�.:. :�'n:�' t ..:.5: a. e. i �, ..�.. 1 , t ummwLRb Bl a t r q nr arl SI n I nra II►►+ ;itil ttt(+11 d+i tt a ttf F I 11 0!E t 1� 1 ® C► �I x'2 23 �A 116 a u 1�:; , 1% r. i A , y y t • I " • r f. G y '. f4[Wldfli•:9Y.�OYY�ii'�,�li-IAtV rI[a". � pky,�,�yy . •.:.-..'.•' ,. .. ,,., : •,-,•..'. 1�b,I,.aN��Ar114t-a'�:r�d',M iMI�'J>[,�.JSitll'.L•FWtbtn. -, _._ ,.-_-- .'�,:a.-.:_:.:_y.._.y.._:..:ia.'ti6::M..,_.. ........ •n•w'r•m:u+re+IYu",vnun:.r.•rrxlp,•.„ryyl.ryya.y.,-,y,yJy. ' .-•»-..."...-.. •.. wr4uSuYwutl'.:.'.rnswpua.Y..uJai.w�;.mSStt:94:tirwkGP,:;.b:isr•�r.i,+,u.MtiA�'�raii:i+r....�::...r_..n�.swu;�a.r.I::.:.ic.rw.-�JaXWSdtl�9�Jt�.6,ir.'J..+.,.w._ ..... :N,,:;,':.... - 70 50 40 30 2 4 0 ^ cx • z Q 0 N M v Q oc - r-s � cu Q o ;= N Ln Q _ C1.3 : t I d I -} RELOCATE POWER POLE & GUY WARE (BY OTHERS) PROPOSED > H- I TELEPHONE PEDESTAL PiGHT-OF-WAY +� TO BE RELOCA11D (BY OTHERS) _ �\ n Joft 0 01� t} `ERE PR fssi 1 l ( APPROXIMATE STREET Z I �__` t TRE£ LOCA noN. SEE STA 10+55 TO I1+89 RO - _ } � LANDSCAPING PLAN. OREGON. \ �U STA 11+16 UIR+vLI'� S 1 Y. RELOCATE EXISIIN,r _ ` E»[s a �0 STREET SIGN .__._ `�,_. -- iO ~ ` '� �— � h "NO PARKING" SIGN'`�� ��\ (TYPICAL/ EXISTING STREET LIGHT b' \ \ � g ST 110f Q TO REMAIN (TYPICAL) l - STA 13+24 _�� UR G . +-`• MO STA 10+35 TO 14+33 - �`�-�.� � E a I I ' \ RIGHT-OF- I - � 4 `. STA 12+57 TO 13+76 \ m �y EXISTING 1REMAIN (E T LIJIG'HT T0Y-ICAL) LLJ CO W 4 U / N CL CN 4:1 C ) ►� Ron, 'e �I W N Q7 g fi CD k �P 3 Z oc V o + �"rel 1� 1�.� e � f• 1 • \ �. -ter___ � � / cr- � ,, "` qtr t.> ♦ APPROXIMATE STR T Q A TREE LOCATION. E 4 C ] 7 u LANOSCAPING PLAN. ; O 1-` NO vo CLToll, cc x n te (/a Z 24 .a. 1,...t tt S NUI. cy-.} �,.: :w b~ti �y�x R. .'1� a t• 14 +1.r'tI•,1 \ � / / / � W ,}�, 1 b tt k k •/ J , 11 F ySJ I 5 9 it•' ° t� W G i 4 I- 9:. u,,, �. Jt� y' 7. ;" a `�1ir'�N1L ��I x�r.•:'+n4� �i M' Y,r r..' 5 \"NO PARK(TYPIC L) / PARKING - ` < f 4 Arrow W �d�/. d „4 i ��i�Ar" dkl;p��< fir : •, e �tJ; ti-� \`� t d PROPOSED � W 5 � Y `� � RIGH T-.'OF»'WAY J ~�Ni W •- g,, c LIJ OSTA 13+24 ONO STA 14+52 TO 1@+@0 �" \ �`� _ "' •` "' `, - 08 13 date issue 03 A, ,nr � ��i�x� '�'�rc"pi�N a•Fr � ��� \ `''� ` EXISTING , =`-_----- -- -- ------------ ------------ --- - - 1 - r; x job number 0321 RIGHT--OF—WAY t EVSTING STREET LIGHT TO REMAIN (TYPICAL) revisions 4' STA 14+33 t0 17+ 8 ��- �~ '� _ �} r �� •"<� ,� its � � � �y,l � ;� � w.`7�"Tt�`�t4"1�' -- ---------- -- -- 'ro 7 LIN01-NSTREET 1+s a i, STRIPING PLAN LIN �LNSTREET lPIN PLAN file nemPi �2f1(12 0"""` r,1Fipqr_ „-,cJc 9 t " t L,Iln:uln�► 1 u�w slT2ao�-000Ia 9of20 [V 40 10 6 >7YI r ..t°�i'afi�t9?""'JeP;.���'1'�'.`SS�!',>�;tisT,,r'•rs;n!N'C ..... ... ....... .. _,. v� .t 1 9 +M_ .. .. . , ' ::1 •'"Tf•—T�wf4^ ...,.....«..... .. • YY.«...„n.<+�Mr-.. .,MMn.'r,... r .. ,. .... mY+i•111"I ...wrw.,.•.w'n.w+....vws4.•.�.w4wr•.•....rr•,.gw+Ml".,.,.«,w..VM.•-+,.. .. Tr1A.Y'.I+,. .+fy(.61t1 .v'. ."fi. : ,,.• , . .. ,- ., : � ,° ,� {1 it i,t. ..1'.. j , r J I r .c l. •J Jit 11fI ' ] } �i 17 11 t Ilk I A i i 1!g1 110 7b PI 1212 �'� :1Id �� 2t19 L!�7 �Fy 21q L � ,K,i?�z t. . f , • f 1 u ' • 1 U- w 'n 1 ti K„ e; IQ M1 50 y 40 30 20 10 0 c N ' n 07 G W N (� N (� cn Ln Z O cc F-- R _ cn 2 •- W> o d v . N N C♦= N m .l. O VV N f- 1 ny I `9 I I � I • I I i \ O I STA 0+00 90TH �^ � CA INTERSECTION I V_V LOCUST STREET, APPRUXtMATE STREET '� 2 lilt _ •� . I , � I _ -.._.....�.___._,..,� _,._._ -�-- .»_._. •_.__...�-.-..___.. - --_. . _'_-�_-:—_-...__ - �E TR AL PLAN � �El. U LOCATION GON 90TH ��EET SEE LEc �� 0 OR /FU M. EXISTING C� wEXT4REs 06/30/03 GHT-OF-WAY + (n .T I •---- � -.�_ _-_ q q d -- �-- q -- - q — --- ___._-- q ti 4 - � ' � C`q CD -fir 7^7r- r IC` PROPOSED ' , f , ,.__ `- -'--- APPROXIMATE STREET °� N -1,--- ( RIGHT-01r-WAY F--^�' TREE LOCATION. SEE 1p IT ! I i I f 0 -- a - LANDSCAPING PLAN. -1- _ I EXISTING RAISED CROSSWALK I �f �r�'' � F 3 .I \ TO REMAIN. ..J I csL,! .�✓ , .f �\ U m , { I , w LU 4 U cn � N (V W cn r- CV 07 Z CD Jco ►- w Q cn U Lr E O 0 Z I- S u cn C) 0 C..) > O I (� CD CD - RELOCATE MAILBOX BEHIND CURB a� U w T I, RELOCA Tt MAILBOXS t z Z f z uJ 5 I U BEHIND CURB f FQ Q < - - J / - --- CD � n Q CM APPROXIMATE STREET I p LIGHT LOCATION - __ . _.. __ _ _ C Er• 'SEE ELECTRICAL PL,>lN;7_- � W <Q 90TH STREET c RopoSED c/L J LLJ C) W 8 — Ex--WAY W RIGHT-CJI---WAY • -__-. -` �� ` � PROTECT EXISTING r`- POWER POLE AND Q C7 r b f, ,T�7 - �� ` � GU ANCHOR. - s , .. .. . � .�•..L.e...r.._.. , �-'�w.�. ., a '"' — - � \ \ LLa P'10POSED l APPROXIMATE S E FIGHT-OF- WAY A _..._.� .._ - TREE LOCATION. �� STA 6+00 TO 8+85 \ \ 4 LANDSCAPING PL N. C•� TAPER TRAFFIC TO MATCH - `��` ! Issue date: 06.13-03 RELOCATE EXISTING :F. \ `, - -•-•-•- -•_•--•--.--. ._.-_____,..-.__. I EXIST,NG EDGE OF PAVEMENT I �' "NO PARKING SIGN" �� -oh number 0321 . BEHIND PROPOSED CURB. rev dons: EXISTING EDGE I O OF PAVEMENT I f { \x \ a , 90TH AVENUE STRIPING PLAN 90TH AVENUE STRIPING PLAN file nemei:/2002-043/DWG/STRIPING 1.I 70' ------------- -- - SIT2003-0(R)I R clo 10 of 20 I :­..f- v. In+rn 30 20 10 8 Si .. , - ,: ., y., ".we1 �y,lfp-•-•._..w,,.,......w.rr/gp ._,._... - ...._ ,....qy. .._...._. __.,.,,. ........ ... ,.- ,. •'--.. .,.,...,.,,nM„IM•A.yla4•+.nq+a.w.r.... .r••+riR..w:,RrwM.en•+•'11w..._.,......._,...-.. e+wir+,...,,«.•,+,,,.wvy.•'.siwa•wr #MRw/ !n., II'I1 !i ti�L , li,l. hll. ,,.t :�i'.,, i. i,. , �.ii �.1i�.,-' � �.«1'IPtAU"''':, •. .. ... -' ,� !111t, I! ,, r 154tKarx q �or� , 7l t I RI7 2� 29 3 0 r i, .,:.. ._ •, , ::. ,: 'a ' tx to t� t`r �� e3 e� tea �. e� se ,91h' a , C �! �r .f. i. r , q t r, `I .-..t 9G g0 70 a+, 50 40 30 10 g rn „ § � .aJ N a N t7 G Z Q J — Z G Q Q f h � h �.7 ell -- a GENTER IN 20 --� NOTES: TURN LANE 2o a' PR F CA rCI:NI1wR IN 6'MMi. IO'MAX. t2• ` 1, LOCATE STOP' BARS 10' BACK OF THE `L TURN LANE EXTENDED FOG UNE, EDGE OF PAVEMENT,llj _ --- _ r 0 16• MID.) OR CURIR FACE.. '"IFY SIGHT DISTANCE. � _ op II BEGINNING STOP T VARIES 10 f'Io T - VARIES .— _--I ®' \� 2. LOCATE CRASS AIALKS AS PER r . 1 �-OF FUI1. W10fTf1 �._ � OpEGON. BEGMMNMN; OF� STOP I I OF TURN LANE. �� WHEELCHAIR RAMP LOCATIONS OR S' q�ep? FULL LANE WIDTH CRDS$�YALK — SPACE TWO 12" WHITE LINES L yp• _—%-----.- -- SACK OF EXTENDED FOGLINE, EDGE OF y PAVEMENT OR CUR19 FACE. RIGHT TURN LANE MARKING - LEFZ-II-_LANE M&KING - AS SHOWN ON PLANS. CROSSWALK SHALL fXPZVe U/30/os SEE M1JTCD FOR DETAILS. ARROWS SEE MUTCD FOR DETAILS. ARROWS BE THERMOPLASTIC PAVEMENT MARKING RAIL.R96Q C OSSiNG -- SHALL BE 3. REMOVAL OF EXISTING STRIPING IS TO BE DETERMINED IN THE FIELD AND IS S SHALL BE THERMOPI.p.STlC SHALL BE THERMOPLASTIC MATERIAL. WHITE PAINT AND INSTALLED PER DETAIL. - - PAV MENT MARKING; MATERIAL. PAVEMENT MARKING MATERIAL. PLACE PER P.U.C. DIRECTIONS. CONSIDERED INCroEIfTu WORK, STRIPING ; E SHALL BE GROUND OFF �S DIREC'ED i G _ - H IFY THE: ENGINEER. -1 �•-12'-si• -1 �-.t2 -8 O �, - 1..---� 30• ,. TH P� MARKING °C Jc _J ��CENTER IN �----40._� A ER SHALL BE TI v4M A P . 12• MIN _ - TURN ERLANE - TURN LANE I I! 16 - MATERIAL SHALL BE INSTALLM AS PER r i "� �,4• SECTION 00650 OF THE OOOT STANDARD + SPEC•IF)CATIONS FOR HNA'. CONSTUCT10N 3 DIM. 5HGaWFN RAISED MEDIAN f 3 = r r - } 1 TO -1�2 0 1�Z G AV`i. MARKER S. ALL aSA�'EMEN i MARKING SfiAL1 CONFORM r 3 TO THE. MOST CURRENT CK)OT SPECIFICATION STOP BAR p (VARIES) ---1 �� ----- _.__ ._�__._. .._.___� 4• YELLOW FOR BEAD BINDER PAINT COPIES OF THE Jh& ANQ TU@ l LANE MARKINGS - . ■ B!-DIRECTION& TYPE 1 � STRIPE MATERIALS SPECIF)CAT)ONS ARE AVAILAAE FROM: r - LY MAMENT LEGE;.N,D - CENTER ONLY" YELLOW MARKERS A - A ENGINEER Of- MATERIALS AND RMAKH G� SEE MUTCD FOR DETAILS. LEGEND BETWEEN TURN OR THRU ARROWS. HN►Y. UATERuS LABORATORY SHAH BE TT-IERMOPLASTIC TURN AND THRU ARROWS SHALL RAISED MEDIAN STRIP-L - 4■ YELLOW LINE WITH PAVEMENT MARKING MATERIAL. SEE MUTCD FOR DETAILS. LEGEND SHALL BE' 6� AIRP01iI ROAD S.E.sEBE THERMOPLASTIC PAVEMEhrT THERMOPLASTIC PAVEMENT MARKING MATERIAL. TYPE 181-DIRECTIONAL YELLOW RINSED PAVEMENT. SALEM OR. 97310 -L - MARKING MATERVkL. MARKERS. (503) 866-3100 - �� `J .___—_�._.___ _.___--___.__-___'------.. ____---_-_•-- `^_.' — THRU TRAFFIC SIDE � 6. THE R I�usr OBTAIN AL{rNORrzAtaN � X � _ FOR PLACEWENT OF �AOAD CROSSING- VARIES 4• TO 28 =Y 20' _ 20' = L I .- 1 sop _T 40 -i +r 2■ SPACE TIO SWLI TO BE OBTAWD X11 THE W "- - THFKJ TRAFFIC SID: a. ( ' 's 1 p'� 1 m f- _ m _ m I j 000T RAA SKETI' SECTON. ._---- 2' SPACE �•��'.______■ �--1 s -r2•r 4■ 4 1 4 � m . 6■ �• • • • • E•- � - W D D ■ (A [A _ 4•J to + • • • 4 - is-- i -- �_ 4 VARIES (2 TO 4) � ,, THRU TRAFFIC SIDE 4o SPACE < c••� "�..-- s -"� I . _ m m m - rM k 36' +)12 MAX. • > 4• THRU TRAFFIC SIDE rt��-= �- X SUBSCRIPY FOR PAVEMENT MARKING I � CN TWO WAY LES TURN STST IPE 4" YELLOW LINES DENOTES COLOR. (Y) YEU.OW oR LJJ cM rn TUR LANE LINE - 8" WHITE LINE " -- 4" YELLOW WITH TYPE I BI-DIRECTIONAL RAISED PAVEMENT (�'} WFIITE o z WITH MONO-DIRECTIONAL CRYSTAi_ DIAN NOSE - TWO 4 YELLOW LINES OR WHITE: RAISED PAVEMENT MARKERS. OUTSIDE LINE: IS SOLID INSIDE AT * z C WITH BI-DIRECTIONAL YELLOW TYPE I LANE MARKING DIMENSION LOCATIONr- TYPE I MARKERS (WHITE). MARKERS. CENTER BETWEEN LANE 10 /30 PATTERN. AT J OF STRIPING UNLESS NOTED 0 MARKERS. LINES. 0 CD "_ �- pTHfRWISE. 1-- � UJ C� Q X o - c� � o �'j TRAFFIC FLOW � OQ 10' - 40'--' �b0°--- ,4" I---- 4L1' -}---- 4p'2•---I SPACE VARIES � 4O' - - 40' ---; � -- 1U i+- �, IL-10 _ �' 'i' � � w ID III ID.____ EDOE OF PXM. OR CURB � t- m CL! �_"-4' � � cn z LAJ • ��• - 4 SPA. A 2'--6• TYP. TRAFFIC FLOW �a z 5 ( ! T '"tJ TRAFFIC :AIDE --- t{■ SPACE THRU TRAFFIC SIDE 4" z -�j _ 1!a' SPAiCMO TV. LJJ o � " LME t INF -• 4■ WHITE WITH CRYSTAL � SKIP C"fRxL1NE - 4" YELLOW LINE I�L`L CF31� - TWO 4 YELLOW - 4" YELLOW OR WHITE_ LINE = � Ij�N - TWO 4" YELLOW ---- - -- L U Q CO WITH TYPE I BI-DIRECTIONAL LINES WITH TYPE I BI-DIRECTIONAL. YELLOW AS SHOWN ON PLANS. LINES WITH BI-DIRECTIONAL YELLOW m''E I WHITE MONO-DIRECTIONAL � � N RAISED PAVEMENT MARKERS. MARKERS AND NON-REFLECTIVE TYPE II LJJ YELLOW RAISED PAVEMENT MARKERS- TYPE I MARKERS. MARKERS, T (3 ARIES s' 3'6 - _ 6.6` _ I r- L. �I - LJJ CJ W-4. A 1i • _,►, 2' �_ 6 Inu•des: 06-13-03 MMKING IRM" LXMISION �. — _ i 6 -UNE SKIP - 8" WIDE ItM INTERSECTIONS -_.__-�-- I jib number 0311 -- 8" WIDE r WHITE LINE. WHITE OR YELLOW LINE. � revisions WHITE LINE. WIDTH AND COLOR $I LANE IRKING - SEE SAME AS LINE BEING EXT. ODOT BIKE LANE STENCIL STD. 7 STRIPING DETAILS STRIPING DETAILS i file names/20C1043iDWG,'STRIPING - I.IlNallll Jl I l)t!V gIT2003-000IR I of 20 o t0 8 ara e ..,., _n••+M1�M4/}'MeMr^Wp•"rte , I[!'^,^. ..._._. t, , :... .. ....... ... -,,,., .. �4S.11W.I.C�' '1'r11"••wr.,. ..._www.w.4 r,.. _ -. ....... .... .., _ .. .... . _... .. -..,....... ... ..-. .. ....._ .. .,". ... ..._.w....rr ..-:,......_...._..__. -_._r....... ....._ .,.., w_-_... ...... .--... .. x.,M�o•. ..��nm - .+...•wi+�•• ..., ,.,-. - ... ....,,............-.,+......,.......,-»•v �4�w'arttldlN9lA�Wlr "' � '.'�!� �i Sf '0 "y-rr . ., ?ILII ttli ;Ir1tSY•illsi{ri!�it!{i'{`ll. f', sT1 „ n c, 1 Ily 1 r {J IFA1r r11' p I 1 ( ( { 14t 1'? I'8 !9 O 1 2'2 213 21a 21 2 ;z' Eb 8118 3Cti �.+: tb rl0 e , r dN'FtI�WMRIf?17CRN'^^M/IIRI.IM'g1!'t•..-.t.. 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ORE a OONawR 10 NAVE A O WADS O SWNMH OF X000 r xi Arlo til DArT F' pp F oG -'_~ s [7MANtr011 xxNTa1 B T M d► t tTr 3/4'-0* &AAWWoK N0TE5 A To K PROM EIOMRES 06/30/03 [ ocwvam ftew Rt¢v I�A+�t�r qr rrK gars PLAN VIEW SIDEWALK AWAY FROM CUR© 1, WAKNIK 0P'AI49M XMIS TO K DRL>I4W AT t:ACH P+oxiT Or TANiosCr 13) Al EAW SOL rlr MV lt111I1CWAIM .. �• � v K IM aA b AT OINL'A LOCAVJIO AS KQL MD TO LIMIT M WAIO14 1• At EAON OO 01' 00114A r1'D TO A wAxwtar or 30 ITT. eS AT LOCAmm MrsrsTawy To LAIIT wAOKw to 4e ray /ulwl Ad 01AL' K MM P.LL AV= O DIAVL 4 IN* MIX aAIMP SANS X IRA1V OMAPOW MAIMAL TO K PIr-MOLDED NOIR•-EX1't!l)OES► MATRIX l YA1pMA1. TO Y[ MEL-MOL1xmr AtMNAIr N11'1l1l1AlEn ►q+ EY111tpA �. to � ATN A IIYAARAI T11100is1 Of 1/3'' trTII A Tt63497M LY 1/7 80l IRAWM 1 OONTRAC710N JOINTtt1 1 PAILtx TO 0 /t3T ►C1Ma s It IN WqN T" JWTS rrLtAs *a mv,441 w It1[�Cwn KL"nrlDtft MON RIM 10 AM ART A IMAON TO N WY7 NOSE THM 10 ",I-T. 4' P.C.9WANGONCIt1[rf � ? � �•_,4 E 1 x s UXITY VA JO•tTf 10 N #'lAOED IL Of DA1RMY APPRUAQ• e 4 �Tq M[NOp 3111KOlO'1♦1 TO K ]000 P! A"M K MAY& s INE 00 p THE JONT WALL K At LIAA7 1 t/2 eTICIt X � � U1r1TY MAU T1 IrYt1L11AMI KAi/1A L k !lPAL110 NOT TO ExlO® .6 rxrr _ _ Z" 3/4'-!T AGG 8A>XAAOc 4 POs ��X AQN(JD" 70 WX OAW AND 00JA O AT TK LILA TSL' AS & ORAN"M AOMW WIROUGH IW 01 m st,ALL. K PlAM A MMX. or ! MLR ' SADSADIf; for t110W 3/4' MUCRM 4 ON 4A w DWW4. uoCmC t I}! OKAIM AND MAL Or 3 FM PROP PWIXII LtIKs 3 0171x', TNT JOMT K1KTT6 1K]I RNMl IL A iR0M10 JO{tR ATN A Yli. 1 sAmlult SECTION A-A • ORAp m MAO MT - lr mA Km PAM PMC OO s 2DlTwx t1NALL NA11R�A IMyM11IA��1 Taoolns(1 • MOfSq�! 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PCOTCOATM SIM � cm � TAA/►IC #OfWt TO sE kIf x 46' r "'� -._..._ PosT. LLJ Q b IKAox tlreAt�1E . Tr Z 1 x 2 T T. 1s'. 12 GA GAIv. PF xm,%Ym �� un trnA tLTtfFNEJI'w n7 A A �1N L 140 CMLEC'TOR 111PUT LANE CP '.' W O -`� DRIVEWAY VAM LOOK wwwv o1,cTLtLjm Di0cm � (r t r�e' x i r 4' x .�'. rz " "v PtnralAIM TIS[ raLA1D1p TtYE P L (� r� r r1 1r Y NI moo.»Imo. _.._ 7100 - R00 A.M. t ](� x J 1/?. GAL,VANZIED AD HEAD BOLT >M7N W aunlot o " LO +-- M !100 - Lo0 P.Y. LQOc INh `OP SM- OOIRRR WILT. ♦ ^ -- M � O �M- • �/'1t' x e', uAL.vAaxaD c�InwAat WIN rt..AT AM V�a,J ML dl IMY�I 1RAF*IC 11411 0011N0o �, IOQc 1MAl1l 1 sOIT! P01 RM Pk7t PoiT . IK LIEU AND MNR 1�AMT AMITLD MirTH RLTLAAC TTxNZTD 1 i 1 Stir MI. PAOILxt (rM'.) "0^ low [DIT101. I O G 1 KI MAIWK ON IAYI'OIW TAAFf1(: OAMT110. CEVICE3 G r e#"�01/IP1111011 Ji ACAMl• " PLAO M.NT TO K MR 1Lmum Aust NK#INM111JI ANO TNT ORE" 8 �i i otTALL (MQ T 911MIM" ,,.nnouleo MUSS M P111 ! I s ffl*te c nT 11R QTY T� PC WWI TO A00 TO I 1!I""'� T-i s�AIRICA ossa+ t Issue date 06-13-03 oil NOWY OSA m txTNTROL PrAus 1�t1TR —_ SC-9 NAI11rCADE AlPUOATION Al SLAY L IQlf,1LmMT TT) v�alrKi.Y POST suPpoRi gflAll lot, :1umbP: 0321 NOTE: 013 111 TROM AND 10 919M PLm1C a ALL INTOrAIa AND �1/414AN >wtALL sE x1 -- --- 1. SURFACING OF PAVED AREAS 94ALI. COMPLY TNTN 3r1lEET Ca1T STANDARD GAAMING. � ADOORDAII QT " TN[ a�IT :TATE a oltOU! r13V1510nS 2. JOINTS 70 K TACK AND SAN=. T. ILO LANK CLOK 1 Wmm SOD MET K STA10M WTOWICATIQ1i nV NN*WY OOIISTI1LXIM 3. SAMWT SMALL OF TACK COATED IMTN INTUMINIIS AWHALT EMULSION. A TRAIM tIM11T1, DTNQ/T 0100 G'TY rTJt >mt1NAlN A APPROVAL 4, DAPINIC.M IIIMILAA ..�1....«ew+ 'w�'-�"�►..w. ~- ALTERNATE o.1,,.t s1�1�1.,s.s1.,, �wwv�1 . ouow — TRENCH e1�w+v..wlen P.'•ww"m - y��, is mutt' —er.w� n+1a Ila. MwTM ;W_wl,la,-- TYPICAL. TRAFFIC �, rq STREET 1tw MMERCIAL DRIVEWAY / �+sP w R1 ma as a`a'° "'�a �� _ _ r1Ny11l00 BACKFILL _ CONTROL PLAN 192 62 1" - — 8Q on r�1r�o ' wT+a1 10N 90 u+ncu ,un BARRICADE TYPICAL DETAILS , TYPICAL DETAILS 7,< ��•- 7..,. _ file name: L./ZOOZ 0431'GWG/D,.TAIIS G!1 W , ( 6 - 1.1 11X1:111.)l 1 V 1-111 SIT2003-000IR C12 12 of 20 �. 00 d0 i0 60 00 40 30 20 � � n st<wq,Fr:;ar,TMSMea�(i,-, ue�w�}7 _ 1�+a+,w e+a...in+rarrMe+a «, •' . .�..w.� _ _ ._._.»,. ..«.. _.,,..,.n _,r V«. ;. .; ,..y , .. ..: -- k'lliel""" .. .-'""""1 , •rrl!:r,�w••1•r. --.,._..r.... _ .�..:.,... ;�tsiNMleFi{i'tl.. Pwdd.���+e+•+�'wtdYiYMpMnh.,+e+t� ..` .1..;1 !1, 11[: 1 (I.:i'rli' LS•..M'T.!Y'.'a.Q'•WF.1; wt'.:'..y r.. ,:.. _ ♦ ,., r r 't•1' .. '�' .. "'" .. �m I ,.I P 1� tI ttl tf►'1!'i;lr I ILII,li,it 1 i Ii1N;l I 4 1 1 1, 1 , ".' �• �Illt�{I'i�� 11 abrrtwl7 I f I,- 17- 17 Illi 19 20 r i 2'2 2 4 i4 16 9 QS ;P 7 Sti9 2 9 3 cr { i rr .+ w -r.rrz;•t�1i, ho± '. Y'. 7 i L M t. ui 4 • < k , i 80 10 Copy 7C 60 5U 40 30 2010 0 c _ cn ^ c z�rnv � h h D � Z O 4; Y -- 1 - O ti GENERAL NOTES GENERAL NOTES CONTINUED , v d I. THE CITYS STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, DIE TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS U.S. DEPT OF NAMES AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF IND (2) PERSONS WHO HAVE TRANSPORTATION, FHWA, 1988 ED. AUTHORITY TO RESOLVE PROBLEMS, TAKE CORRECP:VE ACTION AND, IN GENERAL, VAU_ BE .. RESPONSIBLE IN CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY 2- TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. WITH THE CITYS STANDARD SPECIFICATIONS AND, ALSO, IN ACCORDANCE WITH A CiTY �. (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED 1RAFFIC 30. THE PERMIT HOLDER SHALT. CAJSE HIS CONTRACTOR TO PROVIDE TO THE CITY CONTROL- PLAN SHALL BE AVAILABLE AT THE WORK AREA. INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED 'COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TiME, WITHOUT HAVING OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTiON, SUBDIVISION P - EXCAVATIONS. THE FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HULDER IS CONTRACTOR SHAH NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANaS. RESPONSIBLE FOR PROVISION OF TiMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA 'ADE EMERGENCY SERVICES (TIGARD POUCE DEPT., TUALATIN FIRE AND RESCUE) AND TO TRI-MET AND TGARD AND BEAVERTON SCHOOL D15TR!CTS. 31, IT IS TIE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER RIGHT-OF-ENTRY ANG/COR EASEMENTS PRIOR TO STARTING WORK. PROOF OF 4. ADVANCED WARNING OF IMMINENT TRAF7IC DISRUPTION SHALL BE PROVIDED TO THE RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE GENERAL MOTORING PUBUC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIG14 AT EACH CITY. THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT �E� ENO OF THE CONSTRUCTION AREA 72 HOURS (MINIMUM) BEFORE INITIATION OF HOLDERS FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT--OF-CNTRY OR PRODfS f CONSTROC71ON WORK. EASEMENTS. 5. ACCIESS 10 EXISTING PROPERTIES SHAD, BE MAINTAINED AT ALL TIMES, INCLUDING 32. BEFORE PLACEMENT OF THE FINAL UFT OF ASPHALT, THE PERMIT HOLDER SHALL 2 NORMAL. DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE ':AUSE FOR WORK CLEAN AND HAVE THE CITY COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL STOPPAGE UNTIL, EFFECTIVE ACCESS IS ESTASUSHED. NEW SEWER LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO INSPECTION. ANY DEFICIENCIES SHAD_ BE REPAIRED BEFORE 6. TRAFFIC CONTROL DEVICES, FLAG PERSONS, ETC., SHALL BE IN PLACE PRIOR TO PLACEMENT OF FINAL UFT. INITIATION OF' CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED OdfRT M HEa� 7. NO WORK WALL 8E PERMITTED DURING THE HOURS OF DARKNESS, N3R BETWEEN IL-2Q EA TO z;QQ,e,)y„ MONDAY THROUGH FRIDAY NOR BETWEEN $:.L&LI:.Sd. TO 8:04 A.M. EXPIRES 06/30/03 SATURDAY, NOR BETWEEN QLQ(],_p 9 TO 9,00 A.M. SUND.Y. 8. MINIMUM TRAVEL LANE WIDTH SHAII BE -IIAELVE (12I FEET; PEDESTRIAN 'TRAVEL TVWD WATER NOTE 7: SHAU.. ALSO BE PROVIDED FOR. W 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REOUIREMF:NTS AS MAY RE NECESSARY TO EFFECTIVELY CDNTRCk TRAFFIC AND TO COMPACTION REOUIREMENTS .+ . ASSURE PUBLIC SAFETY. i. ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE TIJALATiN VALLEY WATER DISTRICT STANDARD 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONSTRUCTION SPE.(;IFICATiONS, DRAWINGS AND THE UNIFORM PLUMBING CODE CONTACT THE GTYS PRIVATE DEVELOPMENT REVIEW ENGINEER, (/839-4171) TOROAD SECTION - EMBANKMENT: ^ ESTABLISH A PLACE, TiME, AND DATiE FOR A PRE-CONSTRUCTION MEETING. 2. MECHANICAL JOINT FITTINGS SHALL CONFORM TO AWWA C110 AND SHALT. BE OF A CLASS AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. MINIMUM PERCENT COMPACTION REQUIRED 90% BELOW 3' OF SUBGRADE 11. 111E PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITYS INSPECTOR 4T 3. CONTRACTOR SHALL PERFORM ALL NECESSARY PRESSURE AND LEAKAGE 9SX WITHIN 3' OF SUBGRADE 3 , 839-4t 71 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TYVENTY--FOUR (24) TESTS ON ALL WATER LINES PER TUALATIN VALLEY WATER DISTRICT STANDARDS. 3 �^ PRIOR TO STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPLETING WORK TEST MEIHGD REQUIRED TO DETERMINE MAXIMUM DENSITY T-99 OR T-100 . COVERED BY THE PERMIT. 4. ALL FITTINGS SHALL BE iHRUST BLOCKED PER P.IALAIIN VALLEY WATER DISTRICT 92. A COPY OF' THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED STANDARDS. FREQUENCY OF DENSITY TESTING OF EMBANKMENT 8" LIFTS 3 TESTS FOR EACH = Y CONSTRUCTION CLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. 5. PRIOR TO BEING PLACED IN SERVICE, THE WATER LINES AND SERVICES 2 FEET OF FILL c ALL WORK SHALL. CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO SHALL BE FLUSHED, STERiUZED, AND TESiED, ALL IN ACCORDANCE WITH ROAD SECTION - SUBGRADE: _- d THE CITY APPROVED PERMIT PLIANT, AND APPROVED PLAN AMENDMENTS AND TO THE TUALATIN VALLEY WATER DISTRICT SiANDARDS AND UNIFORM PLUMBING CODE BY THE �] CITYS STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES CONTRACTOR. MINIMUM PERCENT COMPACTION REQUIRED ggz TO ANY OF THE AFORESAID MUST BE APPRO%SD BY THE CITY, IN ADVANCE OF WORM, PERFORMANCE. C e( 6. TUALY4'TIN VALLEY WATER DISTRICT SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO PERCENT COMPACTION R�)UIRED TO WHAT DEPT BELOW SUBGRADE i FOOT = c 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBIUTY CIF ANY WATER LONE CONSTRUCTION, WOR THE PERMIT HOLDER. THE FROM AREA AND APPROACH ROADS SHALL BE MAINTAINFU IN 7, CONTRACTOR SHALL MAINTAIN A MINIMUM OF 30" COVER OVER THE TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY AASHTO T-99 A CLEAN CONDITION, FREE FROM OBSTRUC110kS AND HAZARDS. A COPY (N THE PERMIT' `�-- HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. WATER LINE. FREQUENCY OF DENSITY TESTING OF SUBGRADE AS NEEDED 14. THE SPREADING OF MUD OR DEBRIS OR STORArX. OF MATERIALS OR EQUIPMENT if 8. LOCATION OF EXISTING, UTILITIES ARE BASED ON AVAILABLE INFORMATION. ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VICA-ATION SHALL IT IS THE CONTRACTORS RESPONSIIOIUTY TO FiEL;: VERIFY DEPTH AND ROAD SECTION - AGGREGATE BASE: z BE CAUSE FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TiME LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION AND INFORM Uj ORDER IMMEDIATE rLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS. CALL FOR MINIMUM PERCENT COMPATION REQUIRED 95 15. EF'FEC'TIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE LOCATES ,4T LEAST 4$ HOURS PRIOR TO CONSTRUCTION. INSTALLED AND MAINTAINED MEETING D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TiME 9. ALL ON-SITE DOMESTIC WATER SERVICE SHALL BE INSTALLED BY TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY OSHD TM 106 OR T-99 LUU ORDER CORRECTIVE ACTION AND STOPPAGE. OF WORK TO ACCOMPLISH EFFECTIVE EROSION LICENSED PLUMBERS WORKING FOR A LICENSED PLUMBING CONTRACTOR. 1 CONTROL FREQUENCY OF DENSITY TESTING OF AGGREGATE BASE AS NEEDED J 10. WATERLINE SHALL MAINTAIN A MINIMUM OF TB" VERrCAL CLEARANCE 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WiTH A FROM SEWER LINES AT ALL TIMES. fel STANDARD GRASS MIX; SHRUBS. FLOWERS, BARK DUST, EXISTING SIGNS, PAVEMENT ROAD SECTION - ASHAL T PAVEMENT: MARKINGS, MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WATT W c11,1r- LIKE KIND AND MATERIAL. cm MINIMUM PERCENT COMPATiON REQUIRED 92% �' O O z 0 1 FECIVE: DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL. BE CON?ROl1E0 WITHIN TEST METHOD REQUIRED TO DETERMINE MAXIMUM DENSITY OSHD TM 30R �� �•- ,y THE WORK TailE AND SHALL BE 50 ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC O � PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT C ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH FREQUENCY OF DENSITY TESTING OF AGGREGATE BASE 5 TESTS MINIMUM* O i- cc EFFECTIVE DRAINAGE CONTROL AVERAGE DENSITY z 0 < . UTILITIES F'RELOCATiON REQ -- OREGON LAW REQUIRES FOLLOWING THE RULES FULL TIME INSPECTION OR SPOT CHECKING OF COMPACTION SPOT U 0 ED ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. SAID RULES ARE SET FORTH IN OAR 952-001--0010 THROUGH OAR 952-'001-0080. COPIES ()F THE RULES MAY BE ~ OBTAINFROM THE CENTER BY CALLING (503) 232-1987. IF YOU HAVE QUESTIONS UTILITY BACKf ILL: (BENEA C H PAVEMENT OR SIDEWALK) _> = ABOUT THE RULES, CONTACT THE CENTER. NOTE: DAMAGE. TO UTILITIES SHALL 9CD OE CORRECTED AT THE PERMIT HOLDERS EXPENSE. MINIMUM PERCENT COMPACTION REQUIRED FOR BEDDING gD� 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVAI1CXI � AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF MINIMUM PERCENT COMPAC110N REQUIRED FOR PIPE ZONE 90� O Q NECESSARY). SHJULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACIiJT1E5 BE 5 NECESSARY, IT SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE MINIMUM PERCENT COMPACT ON REQUIRED ABOVE PIPE ZONE 95% 5 Z � < Z APPROVED BY THE CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL �- COORDINATE THE WORK HATH AFFECTED UTILITY AGENCIES. TEST METHOD REQUIRED TO IETERMINE MAXIMUM DENSITY T-99 LLJ FO- 20. A TEMPORARY HARD'--SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) DIFFERENT REQUIREMEN7 FOR PVC OCC SHALL BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO W ISS NO TRENCH, ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY 11ME IN AN UNSAFE QTH1C1 �, C CONDITION. THE PERMIT HOLDER IS RESPONSIBLE FOR AND IS UABLE FOR HAZARDS OR IN LANDSCAPE AREA 85[ W t- DAMAGE RESULTING FROM THE PROSECUTION Or E WORK. On C 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE:. 'REPAIR ()F EXISTING ADDITIONAL INFORM AT1014/COMMENTS: FACILITIES (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TWO OVERCOME DETERIORATiCNV OR DAMAGE WHICH OCCURRED IN CONJUNCTION 'WHEN USING A NUCLEAR GUAGE, TWO READINGS AT EACH SITE, THE WITH THE WORK AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE SECOND AT RIGHT ANGLES TO THE FiRST. THE TWO READINGS WILL BE PERMIT HOLDERS EXPENSE, AVERAGED TO OBTAIN TEST DENSITY. A ' 22. ONE AS--BUILT MYLAR DRAWING SHOWING AU_ NEW PUBLIC IMPROVEMENTS, INCLUDING ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, W ANY IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC 'SYSTEM OR FACILITY, SHALL BE PROVIDED TO THE CITY BY A REGASTERED CIVIL ENGINEER ALONG '/NTH AN ENGINEERS C CERTIFICATION ON INSTALLATiON COMPLIANCE (FORM ATTACHED). C 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF 6BLUEUNE "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) G issue date: 06-13-03 MAY BE REQUIRED BY 'THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM, 1' 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION job number. 0321 REPORTS, ON A WEEKLY BASIS, TO THE CITYS INSPECTOR, (SEE DEVELOPER - ENGINEER fHVISIOnS: AGREEMENT NOTL /6.) 28. THE CITYS INSPECTOR MAY, AT THEIR DESCRETiON, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, PE.RMI F HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEOUANCY/COMPLIANCE. SUCH TESTS/REPORTS SHALL BE PROVIDED Al THE PERMIT HOLDERS EXPENSE. 26, THE PERMIT HOLDER SHALL. PROVIDE A COPY OF A PROPERLY EY.FCUTED RELEASE AND WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY OONSiRUCTiON ACTIVITY, AS EVIDENCE CIF DISTURBANCE RESOLUIICN! AND OWNER .: • . : • ,. . : ... -. _ E fER�C� Suds SATISFACTION. TFA NAN C-,4 ¢�- f' -- 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL 8E L V J )I . - PROTECTED. REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE. �� �. 28. THE ENGINEER SHALL NOTIFY WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND `��F N l FINAL LIFT dF ASPHALT HAS BEEN PLACED. U��cQG/t©V Iv- � PUBLIC 7 l/ _. IMPROVEMENT NOTES PUBLIC IMPROVEMENT NOTES I 1°«ILII JI 1,I-, "12001.0001 R file name: L:%IG07-n43!DV�IG,''-OVEN G N.T:3- 1 of 20 r•..._�. n. 1nYN1 CITY OF T GARD Approved.s/ �''?�1L................... C Conditionally Approved 1 ) V For only the wo as deSLr-b-d In PER!,AIT NO , 1T�L1D�.-J„L4�GL�. See Letter In Follow r.. ry✓ �I Job Addro6Y: S tia 90 90 70 � 50 40 30 BY 10 10 g arFtc� COPY .. .. «: r II ILII ILII ILII I II Ilil ILII ILII ILII IiI ILII ILII ILII III'ILII 1111 1111 II 1 t I uu I:n III Iu,l . n I n,t uu u:t Ill ul�nl lul u;l�lul n lllln�nIIIIIIIIIIII�un�lnitlulnl 'rl I I � I I il' I i I I I ' LEQESILITY>sTRiP le I Is to �b 21 22 23 �I 's 2a l ��, 2 I mYn.Ie� t0 1 I I$ 1� 14 24 2 8 29 3�0 , �. �t H � N7N1• I�11 ,, 1..,._.I f +•'Mui , TT -.. F .. v: N f 11` F yy� TS �1�..• 80 1G 60 �0 40 30 20 y J r PROTECT EXISTING N I i J i FIRE HYDRANT $ \ REMOVE EXISTING PROTECT EXISTING TREE _ • - WHEELCHAIR RAMP I I EXISTING TREE _ �'� 1 EXISTING DITCH INLET ' l 1TO BE REMOVED TO BE REMOVED. EXISTING TREE TO BE REMOVED TELEPHONE PEDESTAL �I TO BE RELOCATED ON-SITE IMPROVEMENTS I ( RE:;.tjCATE EXISPNG toy C111"!Ir.K� l STA 1O LINCOLN r C/l IN 'TION W/ LOCU T EE GL ATi - � I - o 2 At 00 w t i \ \ RELOCATE EXISTING 20' = ` , 1 t �FA1 y STREET SIGN - __-. _- _ .._-_-- '""� qpb �` ♦ / E1f17309/30%.7 APPROXIMATE AREA TO BE APPROXIMATE ( rte^ z OVERLAYED AREA OF NEW _ PAVEMENT --• :_ ✓"�" I INLET PROTECTION 3 I I SEE DETAIL SHEET C4 I \ e I EXISTING MANHOLE I -_Zo RIM TO BE TEMPORARY BENCH MARK, ELEV=204.71 REMOVE EXISTING- J 't. ADJUST RIM IF NECESSARY A.C. DRIVEWAY (FOR OVERLAY.Li L•; \ EXISTING STREET LIGHT \ k G��v Z TO REMAIN (TYPICAL) � 1��!'V i.J 1 1 1 \ CO v � 4 N ^ REMOVE EXISTING ' \ � cm (TWICAL) L.Lf N Z z ��� �. JJ Exlsnl I VERTICAL DATUM z \ Z. FIRE HYDRANT Mi � � � H STRIP ELEVATION DATUM WAS BASED 'UPON WASHINGTON COUNTY BM36. A FOUND U j Ow (� .� BRASS DISK SET IN CONCRETE STAMPED "OSHD J117 1941" AT THE S.W. CORNER C� O O 1— �, / \� OF A CONCRETE BOX CULVERT ON THE WEST SIDE OF HALL BLVD., 100-FEET = w_ NORTH OF THE INTERSECTION OF HALL BLVD. AND OAK ST. t%1 ON-S IMPROVEOENTS ELEVATION: 169.00 FEET Z j 7,PQ \ SEDIMENT CONTROL FUNCE TEMPORARY BENCH MARK � - w �,. SEE DETAIL SHEE C4 THE TEMPORARY BENCH MARK WALL BE AN EXISTING STORM DRAINAGE W Ln MANHOLE LOCATED IN LINCOLN STREET AT STA 13+04. s ELEVATION 204,71 REMOVE EXISTING APPROXIMATE FENCE (TYPICAL) W i Z, ' AREA OF NEW PAVEMENT �_ GENERAL NOTES fV \ - � _ �, \ 1, COORDINATE GRADES WITH ON-SITE GRADING OF THE SCHOOL. LU INLET PROTECTION , SEE DETAIL SHEET C4 ----------- issue date r: lob number EXISTING STREET LIGHT TO REMAIN (TYPICAL) t, Sl MOVE EXISTING TCH BASIN revisions s - 1 cs 00 LEGEND _ Q + • " APPROXIMATE - •5 9 1 _ry INLET PROTECTION AREA TO BE - ' `-' ----- ~ - ,� __, ;� EXISTING STREET BARRICADE OVERLA YEO -_... �`, T9-REMAIN INLET PRO T1 SEDIMENT CONTROL FENCE SEE DETAIL SHEET C4 LINCOLN STREET GRADING EROSION CONTROL PLAN LINCOLN GRADING FLAN ; file names/2002-043•/0WG GRADING C,2 _20 L.IIINr111 AI I V!?\I SIT2001-00018 2of20 C 2 80 rC 60 50 A •0 30 20 10 •_._r_ r„ g mwA atrMr . , �Ip.1NgA�iM�17�IS1vI 11111{! Ilc liIII1EI011,1i 1111LE91SILITY ST" 10m ." 23 10 It r2 4 r IQ 2 21 22 4 1 I6 llll26 21 29� II2II 921IIII1 Ifl IfI 30 , ill, lift 10ii 11100119— pomp i= e r�. ,.-.. d!•.�u.`� 'sK'.. _.ev::m.uiaa.ltvdtir. iifi=Yvfc..u-...�tnsL...,.'a.:_1....:Y .. .:: .....". - - _ ._._�.._—.......�__..,..,..,.J..._. -_._ — _ _ - _ - _. �..........-._-_. _._-_._-_____._.....�...._.�...__.___.__'"__-___-_._.'--. _-�__�_...._� __..._._-.. W C �= 80 70 60 50 40 30 ,0 10 0 C Q z Y N O z � z - Q z o � v 1 i STA 0+00 90TH 1 C/I. INTERSECTION SAWCUT PAVEMENT AT W/ LOCUST STREET. ' C/L AND REMOVE INLET PROTECTION _ SEE DETAIL SHEET C4 206 PROF Z I Fsfi , �` _J 1 O� OREGON� i4iI I I � I � M. w IExviRES OE/30/07 V 3 REMOVE EXISTING CURB _ - ----- _____ REMOVE El('S?!NC CATCH BASIN REMOVE EXISTING;ZURB: .t REMOVE EXISTING PAVEMENT ANO =..WAL.K ABANDON S rORM LINE. E air AND SIDEWALK( CATCH BASIN. - / RENO :. � _ •• BANDON JTORM LINE STIN 3 I REMOVE EXISTING CATCH BASIN DRIVEWAY INSTAL). -_-- � -• , 3 �n 1. ABANDON ,TORN LINE. R CURB AND IDEWAL 1� r I � c W 2 LIJ1 Q w N Ln °C z VERTICAL DATUM � DECD ELEVATION DATUM WAS BASED UPON WASHINGTON COUNTY BM36. A FOUND O ?� C_n BRASS DISK SET IN CONCRETE STAMPED "OSHD „117 1941" AT THE S.W. CORNER Z n � EXISTING SANITARY MANHOLE OF A CONCRETE BOX CULVERT ON THE WEST SIDE OF HALL BLVD., 100-FEET U > 0 RIM TO BE TEMPORARY NORTH OF THE INTERSECTION OF HALL BLVD. AND OAK ST. CI� O BENCH MARK, ELEVa193,49 RELOCATE MAILBOX ADJUST RIM TO GRADE. BEHIND CURB , ELEVATION: 189.00 FEET � U INLET PROTECTION <. C/7 z SEE DETAIL SHEET' C4 RELOCATE MAILBOXES Z w BEHIND CURB � <- I`- _ ——____ _. __ ---- _. _ _ -- _ -_--.____� _._._ TEMPORARY BENCH MARK - \ - - , I Z o AN EXISTING SANITARY ,� THE TEMPORARY BENCH MARK WILL BE 1 � MANHOLE LOCATE[` IN 90TH STRE; T AT STA 14+39. to ELEVATION 193.49 W , Lm CN iNfir _ w i TELT 8 `. r Igf;: CON A DORI PROTECT ERISA c GENERAL NOTES w POWER PO . E •, '1'- LE - GUY ANCHOR. CD R ay I�- ��--» _ ?. COORDINATE GRADES WITH ON-SITE GRADING OF THE SCHOOL. (n R SIDEWALK N RIGHT-OF-WAY AN INSTALL PER C TCH BMSIN. ABANDON M R�MOVE EXISTING 1 D LL E w �l�P.r f j1 } . , �• 2. REMOVE' ALL CURB AND I I STREET PLAN ALONG 907N. STORM U E �y • 3. SEE ON-SITE DEMOLITION PLAN FOR ANY DEMOLITION OUT SIDE OF THE _ - 00 RIGHT-OF-WAY. +� REPLACEIC \ e- ♦d d yiarlr rr n1� EXISTIN ,`- EX�RGT 66 Issue date 06-13-03 y, •,yoY s ;_, fi3' I —_,.. - - _ ATCH B ABAND CATCH BASIN 'f �. � f ` � ,. __..___._`---•---_ -- GATE EXISTING - s, �, r. �, ' rya'P +' ` '� r t t•, Its ���a a L WITH SHALLOW ,tib J , 1 • • � �� , 1:' 1 - rj WITH KING SIGN* R '.' t 3, N_� �INI I I BEHIND PROPO D CURB. � \, LEGEND �� s, ,f1 r _ A job number: 032 t ��� ' '�� k ✓ �¢t�� § TORN MANHOLE. A 1 I � r INLET PROTECTION - a TREES. CON _. L'• `�`, P �T EXI j1N \ revlslons :ya a f SEE DETAIL. SHE"JT C4 \ II ;. ARB(�RISt. SEDIMENT CQNTROL FENCE t I \ INLET PROTECTION d I SEE DE IL SHEET C4 \� i i, t+cif ' ( •� ,/ ` SEDIMENT CONTROL FENCE ,rr 4i} 'r r� ,y 7 r 90TH STREET GRADING EROSION CONTROL PLAN u, y I 90TH GRADING PLAN file names:/2002-043/DWG/GRADING ;' G3 1. 20' - — -- it•; f h ,�V' t.. Lllll'UIII•11 IU.-V SIT2003-00018 - 3 of 20 ary, fi r •.. .. n. ,n+rn 80 70 60 50 40 30 20 10 6 t Yr+ +� Ja y411rLAl ,lYt! '1�1@"',Ww4N:..4iR.:.,nlwY•s:.V.1•'t.A,9.M11i.1C,nY,•+T^F'•1An T•aMY.., .. l ,.:,�. _.__ _. __ .. ._..._,., ..",-...,.,. ..-__ «.... __ _ .... _-.._...__. .. T N - � Ir ,:;1 .� tt_ ..; y .:' -: '-. - ,. •.-- ., . t- _.. - Wucu,.nu eWauMmsMWl.w,_:_. ....-.......+ ..wnw �+._ • kx.:beM,:.R b:.y..::n.�rk. .:,� ',,..r• c _., .. ,.;;,S ,, .. ,,, r:. .,.. .-.:ad,..ww,nwrw+ 711111 'i.'..+U.R• ..., .,. ..., .... . v'nBns `°KM.. .. .. - +�.f,,, ... .. ..r •.- .. .. ,, ',.,, ,: ... .. .,---:. :.. s. , kruriin'.e.r_.a:ww. _ ".-:.. ... ..,_ -•r '_ Ili,III. 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Y F_ 'i t 90 60 70 60 a 30 20 2 � Z C', S r, 2 C Z -- C c c ' r---*AAY OF JSED SHORT Tft w/ UTILITY "K AND w/ P"SING OF DEVELOPMENT it 4'-G' ►�� I L� FLOW I d /1ct�^ 1FI1 $ �' ' f sir { ` '#'4. ' I CATCH BAS N AREA DRAIN RADIUS - 21 YIN. " — 41 CLEAN PR RUN OR 2'-PINUS GRAVEL 2 .WWRAOE REINFORCEMENT GEOTEXTILE. AS REOIARED N" = a' MI l M DEPTII 020• YIN FOR SOCLE FAMILY AND DUPLEX RE-CADENTIAL � FLOW - � ... ¢XPRf*s of x —°"mop of w� Lj LLJ VIE* Z _ o` FLOWry j & �0 r = C _ 0 W n ! 3 - z NOTES: g J ' 40 IuILY G on I ` LONG P 20' WADE a' � DITCH !N L t-r � V - 0' DEIEP OF 46' MINUS CLEAN ROCK. 2'-a' t'—a' NOTES: _ LONG B' 20' MIS 11`+ 1. ADDITIONAL MEASURES MUST BE c 1 3� M�• Y Wy �� C-C'RE z �x CONSIDERED DEPENDING ON SOIL 'FRES. GEOTEXT1tE FA9RIC TO PREVENT r`+ 2. BIOFILTER BAGS SHOULD BE STAKED -i- SUB-SOIL PUPPING. WHERE APPLICABLE USING 2 1-112 �QIN. JTAK�-0�.IPPR 4�.�WR.fit - CONSTRUCTION ENTRANCE I _ . : _•�w � , •:-� SEDIMENT FENCE ( paoll Drow�nq 4-16 INLET PROTECTION TYPE 4 LLJ2 W 4 V EROSION CONTROL NOTES Q J CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING CONSTRUCTION (ANY TIME OF THE -YEAR), PER THE EROSION W N Q PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL DATED DECEMBER 2000 AND CLEAN WATER SERVICES (FORMERLY USA) DESIGN AND LU CN Z ;:ATCH BASIN GRATE CONSTRUCTION S-rANDARDS. R&D DO-7, CHAPTER 8 C �r i' RE BAR FOR DAG REMOVAL 2. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN Z r CATCH BAS! EXPANSION RESTRAINT (E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC ) Q � � C 2'X2'X%' RUBBER BLOCKS 3. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE ? t� O RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY CLEAN WATER SERVICES AND VEGETATION/LANDSCAPING = M O � IS ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED AND UNTIL THE LOTS ARE SOLD. (, .A, _, v : Nt•E 4. THE BOUNDARIES OF' THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE � � O CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING SHALL BE PERMITTED THE FLAGGING SHALL BE MAINTAINED BY THE U APPLICANT/CONTRACTOR FOR THE DURATION OF NE CONSTRUCTION. � � � z POLYPROPLENE 2 FILTER SACK (WOVEN) 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WWTFi ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A — > MANNER AS TO INSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLA rF. APPLICABLE WATER Q G 5 STANDARDS. Q WOVEN POLYPROPLE=NE SACK i Z i I d. THE ESC FACIUT,ES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS DURING CONSTRUCTION PERIOD, THESE ESI: Uj FACIUTIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DOES NOT LEAVE THE SITE. -- CATCH BASIN GRATE Q 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR ONTINUED W FUNCTIONING. W ;� CATCH BAST POLYPROPLENE B00T EVEN E ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH WITHIN 24 HCJRS FOLLOWING A STORM W OVERFLOV 9. AT NO TIME CAN MORE THAN ONE FOCT OF SEDIMENT BE ALLOW TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND UP) CONVEYANCE LINES SHALL BE CLEANED PI,'IOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM N STORM NPE SYSTEMA. POLYPROPLENE 10. STABILIZED GRAVEL ENTRANCES SHALL BE IN:TALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT W FILTER SACK (NON-VOVEN) ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE: THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. I11. STORM DRAIN NLETS, BASINS AND AREA DRAINS .SHALL '3E PROTECTED UNTIL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS f REESTABLISHED, B NON-WOVEN POLYPRUPLENE SACK ( 12, PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSSIBLE, issue date I 13. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER IST FOR EACH PHASE OF CLNWSTRUCTION, lob number 14. IF THERE ARE EXPOSED SOILS, OR SOILS ARE NO1 l.:I-LY ESTABLISHED FROM OCTOBER 1ST THROUGH APRIL .70TH, THE WET WEATHER EROSION revisions CONTROL MEASURES MILL BE IN EFFECT. SEE CHAPTEP 4 OF THE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL- FOR REQUIREMENTS. NOTE: I 15. ESC MEASURES SHALL BE REMOVED BY THE nFVELOPER WHEN VE.VETATION 15 FULLY E S rABLISHED. - 1. RECESSED CURB INLET CATCH BASINS MUST BE BLOCKED WHEN USING FILTER FABRIC INLET SACKS. I 1$, NOTIFY CITY OF TIGARD CONSTRUCTION INSPECTOR 24 HOURS PRIOR TO ANY WORK ON THIS SITE. SIZE OF FILTER FABRIC INLET TACKS TO BE f " DETERMINED BY MANUFACTURER, I 17. ON OCTOBER IST OF EACH YEAR, IF THERE ARE EXPCSED SOILS, DISTURBED AREAS, OR GROUND COVER VEGETATION NOT FULLY ESTABLISHED SUFFICIENT TO PREVENT ERCj1ON, A SPECIFIC EROSION CONTROI PIAN SHAI1 BE PREPARED BASED ON THE EXISTING AND EXPECTED SITE CONDITIONS - USING THE WET WEATHER EROSION PRLVENPON MEASURFS (SEE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL CHAPTER 4 INLET PROTECTION FOR REQUIREMENTS), FOR SURFACE WATER FACILITIES, FIBLR MATTING SHALL BE INSTALLED IN ALL AREAS EXPOSED TO WATER FLOW OR INUNDATION; DetailOrowmg 4-25 I TYPE 5 FREE-FLOATING MULCH SHALL NOT BE USED IN AREAS SUBJECT TO INUNDATION. FIBER MATTING SHALL EITHER BE SEEDED (PER THE DESIGN) OR PLACED PRIOR TO PLANTING OF PLUGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND SPECIFICATIONS FOR MATERIALS USED SHALL BE PER PLAN OR AS SPECIFICALLY APPROVED BY n" ENGINEER AND CITY INSPECTOR. IF ANY ADDITIONAL AREAS BECOME EXPOSED, DISTURBED, OR STRIPPED OF VEGETATION BETWEEN OCTOBER 1ST AND APRIL 30TH, THE PLAN SHALL BE REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED BY THE ENGINEER AND CITY INFECTOR. PRIOR TO NOVEMBER IST OF EACH YEAR, WET WEATHER MEASURES SHALL BE INSTALLED AND FULLY FUNcnoNAL. EROSION CONTROL DETAILS EROSION CONTROL DETAILS - file names I i C4 NTS I LIIKUIII Jt I1.r!:v '9112003-0m 18 4 of 20 C4 go 70 60 50 40 ?6 20 10 8 - ' W ,., .,... ...._..._•-__._. ___._.�.-._ __.____,,__... s- - ..�..._ —__._.-....._.__.____._...._r_._-_•_'--'--____�................_.........._ ...rr....-.. _ _,..__.,...-.r....+..-.ra.:rnnaeaata..-....,...r.,....�--..�.._......_-..r,..,...,�..�.-._.__.�._,._._..r... .....r..,.,�,+w t � r., t ti�kW. ylr .a oxyrwlrr+el, -t�rn+e �.r� �,vr.,,, .rwu ILI`ry .,tTl t I I�r 1 III'INI Ilil113H fIIfII!!I 7tH}ill TUI I! 1i1?f !1}I Hfi INIIIIII HI}(IUHIIf Illi !i) }II{1 JNI AHI}1fl I}i Ilnl .r rI L16 FO ! ! IR 13 4 is 17 18 19 20 21 22 23 24 ?B ie 27 ..- 28 29 3C 1 r: ilia N11-1,1101 I I _ v ltll 7! r t ya.. Ap - �c ry 4 { a 60 5u 40 30 20 0 eN M h cc Q Q W S N _. M ZQ < n C•) C v ' N N Q � STA 10+18.88, TURN LT.. STA 11+89.10 TO 12+57.23 / BEGIN CURBRBR RETURN INSTALL COMMERCIAL DRIVEWAY MATCH EXISTING CURB SEE DETAIL SHEET EXISTING TREE EXISTING TREE - -- /' TO BE REMOVED TO BE REMOVED 1 EXISTING DITCH INLET TO BE REMOVED. .. ; r • i STANDARD CORNER -( WHEEL CHAIR RAMP TELEPHONE PEDESTAL �r TO BE RELOCATED J 1 1 • r �: REMOVE EXISTING (BY OTHERS) FENCE (TYPICAL) .._ .•, -- -• - . . . -- y" PROPOSED • ., .. / '• RIGHT-OF-WAY RELOCATE EXI NO Pa1�R; 2 t 6 STREET ( Y I tXIST1NG 1 � I �•- �' .--.-,` T RIGHT-OF-WAY �y C GREG�: SCA NTEERSSE n ` ; I b' STANDARD SIDEWALK BFgr y �(a "-/ 1 W/ PLANTERSTRIP do w/ LOCU$T STREET, I Ii LINCOLN Sl iEET C B & GUTTER. SEE EXPIRES 06/30/03 I 11 I � I I �•• � � I ` ICAC DETAILS. W ,--r __. --- NEW FIRE HYDRA I + i CUT PAVEMENT 12" MIN, FROM EXISTING EDGE, CONNECT TO EXISTING SEE ONSITE PIANS, f �► / ` s -.-- I 8" WATER. ABANDON I j 1 1/2' CLASS 'C' OVERLAY TO C/L. PIPE ON SITE. LJD INE °L i FEATHER END TO MATCH EXISTING. , OVERLAY As NEctssARY ,WNPER Sr M DR41N CURB RETURN DATA o•� SS - TO CREATE SMOOTH CROSS SLOPE. STA 13+03.32, 15.88' LT. I I INSTALL CATCH BASIN N1 I RADIUS - 35.00 3 ' LENGTH - 54,83 ff I I OVER _xISTING LATERAL I v+ AND CONNECT, 4 DELTA - 89'45'28" 3 iA BCR STA • 10+20.39, 51.85' LT. ^ I ! \ \\ 11 TP O BCR 210.22 -- { \\ • , 0 TP 01/4d 209 95 00 TP O 1/2d - 205.42 t TP * 3/4d - 208.81 r. + \ `�;\ TP O ECR - 208.33 m m c I ECR STA - 10155.39. 17' LT. c � STA 13+7�i.91 TO 14+52 19 F40iUS >Q 25.00 r INSTALL COMMERCIAL. DRIVEWAY + I ! '�� G� LENGTH - 34.74 SEE DETAIL SHEET _wP'� DELTA - 79'36'54" A�lil. BCR STA - !t•.89.10, 17.00' LT EXISTING STREET LIGHT >< `V Z TP O BCR - 206.38 z TO REMAIN (TYPICAL) r� TP O 1%4d - 206.21 u..� 96 TP O 3/4d - 205.51 205.5' TP O FCR - 205.09 w ECR STA - 12+11.28, 38.27' LT. U 1 RADIUS - 25.00 iti LENGTH - 30.05 -0 CN T DELTA - 68.52'08" M I` I I 1 BCR STA - 12+57.23, 17' LT. W N TP O BCP, - 205.17 C:) CD Z �' TP O t/4d 205.33 TP O 1/2d - 205.43 '- w 35 MPF SPEED LIMIT JLD __ -_ _ - W/ STREET LIGHTS' _ .____ _._. -- ---__--- ___ �_.. _.____ _ __._ .._ ___ -._}_ __ �� __. _.__. ��_ � _._ _._ - C� ;y TP O 3/4d � ?04.g7 � va PVI StA r- 10+85 TP O ECR - 204.58 Q �- � O PVI ELI=V 207,8 ECR STA - 12+35.34, 37,28' LT. �u C/ O t A. . - 2.42 _ � E j K -_31.0 35 MPH SPEED LIMIT ---- I _-- -- I P4 STA a 11+150 _ ___ _. _�� __ __ ._ _ _ RADIUS - 25.00 (� 00 O �- PVI ELEV - 207!.40 ����- LENGTH - 35.92 Cr Z w DELTA - 82'19'58" C- L.) � 1 I J1.D. - •-0.53 35 MPH SPEED LIMIT � u1 r uq o I p BCR STA = 13+76.91, 17' LT. Z < n o ,� K 75,5 PVI STA 12+SO (a TP O BCR - 202.60 I14 i � I I PVI ELEV - ?08.07 \J TP O 4d = 202.18 I= 5 - ----•----- -- _-- _____.1 0 _ 40.00 VC 'P O 1/2d 201.34 F-- °o _ K - 49.5 TP O 3/4d - 200.45 Q TP O ECR 199.85 i ao' co o 50,00' VC ECR STA - 13+99.19, 39.45' LT L1.ri1 Q i1V 1 n _ 1 4 N `� - - -- - - RADIUS = 25.00 W (-7 L0 _ I I EXIST1Nd GROUND + LENGTH = 59.71 J 1- CV 1 - 17' RT. 'OF C/L44 j t I DELTA = 91'0^'^_`." W AT NEW GUTTFRLINE °� (6 �'$ BCR STA = 14+52.19, 17.00' LT. 1 � TP O BCR r 200.84 n 1 -- ---•- ---- -- .. _ t � ----- N .-...- ._-.. n_�!�i---_---.-• � `:/ TP O t/4d 200.88 �..� A - IP O 1/2d - 200.68 LD a TP O .3/4d = 200.32 OX15TiNG GROUND W n x ��'� l0n m Gj TP O ECR 199.87 T CA �i ECR STA - 14+26.17, 41.81' LT. - W iz D MOUND -7 . AT GUtTERLINE - r I I < v �`' N o x if EXISTING GROUND I -�-- I t� issue date: 06-13-03 ��• 204 CENTERLINE CURVE DATA -_ APPR X ATE + Q 1 11.1 lob number: 0321 faI �' revlsikm -.3# AIN. I (A RADIUS ARC N 350.00 83.24 =- • rt. __ .� __1 m r� -_--- _ _ _T__ -_- - _. - --- -_ - - + -- - -- - _-- - - - U 202 J DELTA ANGLE - 46'22'01' CHORD ©FARING S23'09 06 W I_...} Tt• - - - --+ I -_' v1 m _ _ _ I I I LO WA I Grt�I E} } t4 }. _ - �ii .. .. f 1_ 1 - 1 r- LA LATCH I ` _. _ -4 __ _ _ Y T 200 SIN DIP 4-- 134-00 141-00, I _ 1 - , I r I ?2 , I - T 1- -. i __ _ - L_ ; - -- - - - - _ _ _ . ._ __ . _ -- _ 4-- L , LINCOLN STREET - T " _� IMPROVEMENTS INCOLN STREET IMPROVEMENTS file narne: L/2002.043,TMG/STRFFT i, Note. 1 . 20' VEFe 1' . 2' --- ,Iw •f:u 1 � ��td ` LIIICl1111 Jl IU!J11 r• s9-r2003-0 0H)18 '�:• �ti:1 )fl 51 1 I 1 ; 5 Cil 20 C5 t1 y l r a 40 30 20 10. 1el,. ,r,' - ' ��ra ' �' � i nl $ i.'' ,f N 7,:.�'Y'y���xr- ♦'� t(h�s t' !(� Y Id'' 1FF r " °''t � .y;. . ,. :-, .. ": . ':. _,.^ •.,' ;+, _........,_....... � RI1M'R'll*cTs+`a:-nOdws"M.7phGr.1._ ._ _.- _ __. .,. -... _. ..-._-. _... . - :. ..._...-.rr.�Y•rn._.... ... �:. e. ;- . , _ .._ .aae.Wgwewns::• y. ' ...,.....•. - ... - .. .._- - „ow.rwre••,•,,,q,.,,:, -.. ..,,.-..._._.- "-----._. •---_-._._,._..-:w. .-----.....- ..n. .. „' )M+�w.w,.awuwc,btNMiPfYMtll�l � , ., ,.a :.,.•. ,. x. - , .., .:.,... � ,r •�•aa..r.rwrn reyM11M11., NI. Irl/ IIII LII II,I IIII ILII IIII IIJ IIlI IIII III!IIII I I + r •--' ' LEGNPL"$TRIP CtnI I I I f I ) I 1111`uul nl nl Elul idyl nllllynnln,,�nnlnn�uulnn�uulullll Ihnnln IIII I Il�nn un�uu cl��nl nn�un nn�nu lnynn .� 1 � � ( I i I I 1 i i d I. - h `•s Oe�rlerl 10 11 12 13 14 18 1-7 16 19 20 21 22 23 24 28 26 i2'7 29 29 30 '1 t I fes` i : M 'Owl 1010,401111 1 t Z 41 I f .ek, :•,xy ;.I ESU 70 60 50 all 30 /u 10 0 ^• z ? c 2 c r, Z � c - g z � aQ s c moop3 - o �~ EXISTING ISG FENCE (TYPICAL) Gh �` I P RELOCATE EXIS FIRE HYDRANT/0 Gj ✓ �.` PLANTER STRO AND-/CONNNNT I � TO NEW 8" wA fERVNE. / I RIFY ROUTE OF EXISTIN \� 1 PIPE AND RECONNECT TO CATCH BASIN IF REQUIRED. �\ 10' PRf 0r j, \\ ,EX!STING 200 RIGHT-OF-WAY �QRE. ��` d• REMOVE EXISTING • � FENCE (TYPICAL) 7-CUT PAVEMENT 8, `� RI —OF WAY II =E7,-r7 06/30/03 12' MIN. FROM EDGE. STA 15+40.35, 15.88' LT. INSTALL CATCH BASIN 02 _ I ` -�` I OVER EXISITNG LATERAL ' �.. AND CONNECT I I �j10 r - jc > lob STA 17+50,61, 17.00' LT c { ENO IMPROVEMENTS � i \ I INSTALL E EXISTING STREET LIGHT '�---�1r' ' '•!~ - (1) 2" BLOW-OFF CURB RETURN DATA 3 s 'R TO REMAIN (TYPICAL) / SEE DETAIL SHEET f4 � RADIUS 25.00 _ 1 1/2- CLASS 'C' OVERLAY TO C/L. LENGTH 40.79 DELTA - 93'28'29" FEATHER END TO MATCH EXISTING. OVERLAY AS NECESSARY \\ I - BCR STA - 16+59.29, 17 00' L T Cb TO CREATE SMOOTH CROSS SLOPE. REMOVE EXISTING ,ro TP O BCR 197.69 CATCH BASIN 8 O TP O 1/4d 197.46 c TP O 1/2d 197.41 STA 16+59.29 TC 17+47.57 TP O 3//4d a 1979 3 INSTALL COMMERCIAL. DRIVEWAY -� �_ TP O ECR 1997 3 - SEE DETAIL SHEET EXISTING STREET BARRICADE ECR STA .• '6+86.83, 42.76' LT STA 17+48.50, 15.88' LT. TO REMAIN --_�- z NEW FIRE SUPPLY INSTALL CATCH BASIN N3 RADIUS 25.00 W SEE ONSITE PLANS. ✓ EXTEND I.ATERAI_ FROM LENGTH - 42.58 ACROSS STREET AND CONNECT. DELTA - 97'35'17" BCR STA 17+47,58, 17.00 LT W OTP O BCR 194.96 1 TA O 1/4d w 195.2935 1 MPH SPEED LIMIT TP O 1/2d - 195.62 < I TP O 3/4d v 195.93 J N TP O ECR 196.14 '- -- W/ Is TR t1CMT3 _-- -----Z-'-`- —_— _ _— -----� �— __w ___ i ECR STA 17+20.10. 44.56' L W N CN CN Y I PVI STA 15+00 �� -+ PVI ELEV • 35 MPH S EED LIMIT p A.D. 2.14.14 37.4 PVI STA - 16 F00 z -- --_ -- Ph ELEV .- 2J0.02_ c_.� � K ' VC. A.D. —2.90 _ _ ___. __ _ CJ's �- FE O _ K 41.4 o-- .j V) CL __4120.00' vc CENTERLINE CURVE DATA � ----- CD c CC ! ARC LENGTH - 370 62 �• c_ .Y g I (� RADIUS _ 457.28 - Z ' L/ — DELTA ANGLE � 46 26 16 7 202 _ y� - y�A CHORD BEARING S23'06'SQ"W J < tl r y1 i W __ 2 Q !— ,p• Z Q • w�M�) —o. rrrEEE�iii/NNN.I"` DX • pp It200 Q C/) Ln pp W AL1 + I Daum _ < L&j L ' ' I Eld9 0 GROUND0 . r+„ - At 11E N6 (I) PROP GROUND - -- ATS - 0 n '� W d j . 4_1 At C a CD Y III IIN. z W LOWER WATERLIN� I UNDER CAT(; V, )J ' Jho .,f b; ^:4 rl 1`4 90 ,'t M•�+t Yet�� , I " � ,. ., .w .1i�r`kiiG�(dWhilue►�wn f ! � � � , _. .. .'..•:-,-..�«.�•,,,••••�•,,'•_••••,• 'eYrvWrF:W,r+lclu+dV.tY:liiar'Xlm+cf.,,ti 1. . 80 70 60 bo 40 30 10 QY Q C Oc LO c" c'., O O p h 6 C^, �Z, Q Q t— C v Vi [r CV 1 W f`7 1.rte n Y� Kr mom AD om" N0. tMYOA/rJAIAt fIN7 OONIt1�1 M0 Jam 1w. /Yl owwm LESS awl /J�--- �:_s ' _' : ' No I A ru At r oa ------ me Flow -'-now �.. O 0 OOft"Am owup A • A • y. �:. A AT J ••• . OtK S _ „Yr.•Yr 0 0 .� A"'D A"am SECTION A-A ��-- PLAN VIEW To a WI� A- �ROFESf SANITARY STORM UQkOoa uW r�0m" PLAN V N B aAw LIRANIM Nn x» ELM �II�—��J ..� �v�trOa+t / n i waro�i n►'°iwL�we�oip� 1 SSSS 19,191 f5 m. -_• I y� r • • -- • --/ no KAHN i Awl ♦ •J ••� 1 L �A iT'i�Mil`sl *Am*ova ✓ORE�O � �fi F1100d, - as i IF Er wk IO,r Ar SSSS IAII&S �. _. I I _ lye r — wa ti lAr1R, asl KCII,r global _ ' ' K EXPIRES —06/30/03 4 r PON Paula 14 4r 161111INUNI T MF j ,• A :. < ... : :. r Ilt,trw .SSw,Ell AAn. S u� �3 IR put oJM !j' • �i ° �1 •' .••I,. ",.L: "w.OI IIAP ,_ K-:L: •_..._ �.. w• •� ••�'• /,I Y'ru,YYw !K ,�1•i'�,S �.�3�� r rlalt•I aYwswl a; — rt• _ SECTION A—A SECTION 9--B L IIA I1MI Mw1 K w,. wlainr rwl o-. �. rwil ni s` PLAN `�"Aw w M t Io/1%�w/l Y.rrf la!w wwSS Tin In 1"a WT oar reiv tr nlw � ... rll,n.. - �W SECTION B-8 1. I&MI a,O ALL gAI1gItC'I,l d 1w11 L`r a yi�w'QWAM 11"irwAnl'OeiY`i SECTION A-A 1. VRw/01 Tvrl NOT NII UK W 1NA7►IC AREAS 0►Oou.tCtO•Aw AR1pK fTIdC11 ♦ I'OII a l•il11 411 Q L 00118 AID AAW YIAIl K WIAr CAST INION AM A-4 OAK 70. A.•�f� IMI 1 001Q1 AND I•A&A 70 K YA*ei0 TO A TIINK KANNr ALL Anwee. IL w1�OIM :=7%M1'/NM1N of ME p4X •MIl 1 4p MOR: w NOTbr u0 nn UIT71,0 11001(. MID A ILLI►01 r Io HOOK BAR MAK AID MAX t0 K Kl•1,NCILEIAL Am A-U Ai em"ML YI A►MOVm MAL 3 --- t ovnw mum u11111 ralwIN W'Ir wi iw'1 PINK/n�aT '�°� DETAIL AmTNsw n*W111 APO NLW*ICD NY wu K Rnlwo NO STAR MIRMY Ars,r A r0.1 gg SUBURBAN AND STANDARD 3 d SHALLOW MANHOLE -� GUTTER & CURB GUTTER & CURB INLET CATCH CATCH BASIN 3 Vit? C7eBnV�hr Seswioae MANHOLE FRAME AND COVER ClydlllY�r Savioa INLET CATCH BASIN ONA1KIe)NO 00o a1Alro m-os o..„noft" lel. oelArrla e0a 1+o-sAn, �.,A.tT,az 6..�1�....,.. c1M% wr SffVi= FRAME AND GRATE (L—G2) QewvbYesr�Sevicr � .' .� oRAwlko NO. sss CG-� �•••-+�-I�+•- BASIN (CG-2) REINFORCEMENT �► 9H®0,-OJ - AVNNO N0. 2D� •MID 0"-OJ 01<••wwIrlMY dm. IiAWI N �g4Me0 0]- Oo rrlr"t II<I,a x � - a L c INN— L W 62' R-O-W -. 4 - EXISTING - - PROPOSED W CA - NEW CROWN q - 30' -I--- 32' ---- - M '7 CV -- VARIES 10' MIM. 17' � � � 1 1/2" CLASS 'C' A.C, OVERLAY TO CA --- 10' '--�}---- 7' g.5' 8' 6" o aYTIePIC FOUNDRY vBo10 \ —�� --\ I -- �' lCD I.Y,ISTING EDGE PLANTER S/W Z Cr) VALVE Box ATe'J COV'Efl w� a,wowro VALVE aux I CLASS 'C' A.C. RLAY. GF PAVEMENT. INSTALL w McTH '11r CAST IN THE \ i XL DITA2 W, , TOP SURFACE - VtyyY I�tEtl i DEPTH VARIES P T C/L. - \ CURB ldc " I 8' S/W Q ' d PAtEMENT I CC7tOLITE- I REhTE SMOOTH CROS SLOPE GUTTER Q -� ►- tr Y-O' 6'-0" S-269% Z i,- p HAND TAMP BAC►Cn11rum IRMIe vLArea[� x I ��" > t.rt wa.arwww�wnv+�' C � r// — -r. +r,-+,.—:- _ FAQ OS C,UIK'-1 '^�e+l 'k: r;, r ' ... .. _ Gw AROLKI TOP LECTION _4 { �,. not®p1ADE OF 3/4"-0 O 1-- 12' MAX �'r. A L'4'�" ci' q''r� 4• Max SAWCUT EXISTING AGGREGATE � _ � � FEATHER OVERLAY _ Lu as^, Nm now a oaaT -�r, MATCH EXISTING EP 12" FROM EDGE r� v SEE LANDSCAPE PLANS ti ��al MN a' FOR PLANTER STRIP. a• TYPE Pie !DR Js pvc. Dao34 I., a .-":�;• �' � 4" CLASS 'C' A.C. -- � w PINE SPAM fK, ' 5 �'; -•r gJCTE!.10„nIc � COMPACTED SUBGRADE CA ELEV a J U e�/�q �- �� -"-_--� ---'------- �� NAAx1 1K/7 (TYPICAL; ' TC ELEV AMOCO 2006 m Q LENGTH A�, NE�AiTr _ �r 15" OF 3F 4"}0 _ -- r rqw rcoY DATE FILTER FABRIC S AY *10e71 t'OMItI LL- (SEE O - OPERATOR EXTIENSION r�. VALVE Me,N r / _ DE'All No S) �•r IIIOAI.UO Ae!TAreoe OPERAIM NUT SHEAT TO G1►T AGGR_,^,ATE OIAND iE@AA SOON) 2 ,IPE r,NOW W -DLDOt KK ry e OAIMA a�VKYI Y x t'-(f"MAN �\.M nown `ME NO m w ' I LINCOLN TYPICAL SECTION - o � f1 11ftpp T 1 � V J J Ln Fq AnOt 111 COM" �.�..� O Ir MEN 24, 1-2' AVAPIE"C9011" JI KAT TO YIPT �1•� �^ __ r MAX SSM n Awltl yE� ,r,Dll acre,•• oor0alETI rKa I `-" 52' R 0-W --- -- V 1. VALVE BOX NOT '0 REST �_ n.r..- ---- 'F1GD CAK elAfeeETrl rtDert CA NEW CROWN r* ON OMATWO AS'.'EMeLY _ OM ADAAtZMT P!E AOIITS IN- Z Rt p NRED M11[N VALVE NUT I \ { A • :i o� i L..'i,4 ti. KL TAKE - TMPED -- - ---- PROPOSED ---- - r, r t• I MJ CAPWrq�uc EXISTING IS DFFKR NAN r FE2 T ----- —.— RTA/eETI QLAND 25' —_ 27' - 4 R(�-- i PIPE 912E N0. C>F' PIPE RESIRAMiED FROM FINISHf,D GRADE - -- -- --- 3. CENTER VALVE BOX ON 4" 3 (54') 8 AX'S OF OKI$ Iw/T � d•- a {s4') IiSiffS 4. PRTIVIQE SSA' 9OIdAlE a•' 4• TTMp( 1, MR 00NWCTXII TO IWSTMIO MAWS US TMWMo XGVI - 1. BACKnLL 1Wu BE COMPACTED ADZE CA ELEV 3/4' (;RAM- Me11•! mlw. 36" cewR -� EX CROWN S/W I; Issue Bete: � Ofi '.3 C01dC1BE1E PAD AR011N0 VALVE M ACpoIMlANCI trTH ogTlllO•T 0o1m1gN;nrnl M•I;GtIGATtOq, �" 3 (ff'4')y- TC ELEV 5.01 ._ _.-__ 0.5' BOX OUTSIDE Oir PAVED AIEAf -- 2. THREADED BRASS PIPING WAY RF \ �, 11'P - 2. rlsrNnE A ,!n pdM 1pAot A110U1p TNIpIMiEerINCI of►rrc HI'I"T. 12' 4 (72') U90 IN PLACE CIF TAPPER A*tN4 PLANTER job number 6 VALVE BOX UOVE]t SMALL ITE A Td• a (!D') CONC. ARWND VALVE BOX OLJM E " — '• VALLUM OF 21E " S LENGTH I INLACFMID1,Or C(M AIIpM►H M PIep66M. 3. PROWOE 24" SQUARE BY 4' TMXK VARIES INSTALL _-�I I -- -- PAVED AREAS 1 1/2 CLAPS C, A.C. CURB � GUTTER revisions, - D1ETA� No. - - .__ _ OVERLAY .8 X I Im Wart )� M �V� 1 r R UM t DETAIL No. S-2�—� „ . .. SIDEWALK INSTALL 5.0' I FEATHER OVERLAY / 2' OF 3/4"-0 MATCH EXISTING AGGREGATE / 4" CLASS 'C' A.C. _ SEE LANDSCAPE PLANS I SAWCUT PAVEMENT AT CA -J 2 IF FOR PLANTER STRIP. OF 3/4"-0 AMOCO 2006 FILTER FABRIC ---- AGGREGATE '7 90TH AVENUE TYPICAL ;�ECTK)N , TYPICAL_ DETAILS NTS i TYPICAL DETAILS Elle name: L./2002 043/DWG,/DETAILS r SIT 2W3- r 000 13 of 20 C13 ISS �i OV i v,`�¢) r�i;., 4'.:' f 11rt�. y�,+.y�r�v'•k- 70 60 311 kk 20 3 ,. �.,,t1 , a� .SSI ,,, , , ,:,f, :S� •ti',, r ;-�:, Q g • } , '4. . ,I ., u ....,._ ,�?,. ,� , „.:: �N _ _. .. _ s, !'i',"f,g!!►� 'AK+"i�'•.V,, �"i«� ' cam?,_.^ .� : ..1 r, a} , .. .. :.fe v: „ d,. - ,. .:. .Pr. � . "' .- i .... . ...,:,. - ,. ,.,'1 „. ,. ••rf++r.wlrr...-.,, .,.».......... t .rr. ,s .l r :,.t ,, rJ •+' ..: :, -. �+.,., xl tr .s+kansra:•�„' u. •-+n ,�•11,,,� } »;"JiI�I1pI+N X711 t 'AttAM1I' , .,, ..,- , ,., • ., ., :� .,r7. J� .�, r,A, c, +. r, n, , <r,r JtY I ,,, �: , ,r., ,.., ^�,."br,,.:d SSSS: .. d ,x ..,� ,• ,. ,.,. .i.» , w.. .., "1. 'T d 1 J„ :., ,r: �-, .. r, ���'. :•.,,.,tr,t. a„ ,. ,,..(-, ,!,. ,r,x, n � i. a 61 p : •�> ,. 1;1,., 6 3, 1 k -tom,. 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CN 202 83 cB �1 A �1� �--- --- -- - f /' I 1 �/ r ------- 4/1 119.81 TC ( 1�G� ♦oA , `---- 99 15 T r_- -- :to - - --- �- �� rfr- 199.��'''200 201 _ 201 / ,.-_ - -- _ , ' -1 ` rs � 198 `_`♦$ f� cs t� \ _ 20w �YO.Y9 TC �� ♦`;t -- `198 `--' •_ 1 .:' _ _ --- `� 0: � ._--� -197 200. 4�� � T -`'98 �� �s _y J , RAMP -._.195 `� s 98 79 1 C �1 197 31 TC 198 81 TC 10 r'- s /--_ \, i fy4 �� �.� RAMP t _lam �, �� i9a 198 29 TP 196 81 TP 198 11 TP , �t ,� .tC � ~"\ 'gr \ , RAMP / / / ,\ 197,67 TC j/ IJ ,� ��•�, \\3 - -'' �LQ�E� Pg0F l '96. 5 1-Ill17 TP FF= 195 ,� s _ _ ,- �. d .�.�� 14+3 32 TC F5 F F= 1 9 7 s T r \ �� I 1f 1�1 . GQ 795 8,2/TP-9-0.84 FS ��0 196 96 FS , ♦�� r ,fpr♦ _ 2 ' _ -C' ' CONSTRUCT RAMP$ ♦�ti �E 1 196641'S �r 0� ` \� PROVIDE HANDRAILS �O� '� Q� • cl `���+ ( / Q� ! AS REQUIRED t fRT EIohRES Of p0/0� Y. NES TC '� \ ` �� \, 194 40 f S -193 198 11 TP ` .�4O��G �C� ' i i4t 193 F S Vr� 194 40 TC 198.40 TG �i •Rt �O r" r / / 1 3'TC 197 90 TP1. ns CONSTRUC'r RAMP 783 TP <T '�� PROVIDE HANDRAILS } ��� G _ 794 87 i !p�L AS REQUIRED I �°�' it472 TC - • I l 1118.22 TP r�`: / \G 1�y ''.r �� '� 0?41 �} TD. / / n \127 05 T j � �- '_194 08 T1Y 196 55 TP / I s 196 67 TC l0 - i 1 a n n 193 56 F$ s / _ ♦ / i 19Q i,1 T. ae w +C t ---- �S� �, 193 58 TC 1. E 198 33 TW t _ t 199. S SQ ♦ ♦ 194:47 FS Qg d 92 08 F$ \ 192 73 TC �G G 3 .4tI 48 TC - j 7.92 TC `���G \�S' ��,ciS' !' ,�c� - .F Q� ^Q 192.08 FS '92 73 F$ 0�oh0 / r �7 � 1 2 TP� G �' �^� s� C� t / TW A 447P 197 C 'a� ..Q �1�b Nd 0�/� r 192 73 TC t9 40 197 t2 �.,���\ 40 '` s� , 1° �� '� 792 73 FS f" �� _ ' / r ca c -}` ,98.34 rC ,�1 i �! , _ _- -_ _� J�,� \s 198 34 !Fo. ,�� 194 8E TC T ��S ��� r r. C \C ,� I r 192 75 F Sc to / �G ���G% 36 194. TP R)/ 14.83 TC ti \ /' 112 TC ~ n 195.80 TC A:- 196 �G y ?acs 43 'cs , I f' f `� TPTPS / 195.30 Tv .,� : �� '�, �R,� r9� \ * ;' LIJ 195,63 TL - ,/ 'L Q% C i� !� ��' r�? �? / .. t �/ t%.63 rn 4�0 W 194.66 TC '` CG Q`' _ �. �. �► , �S' ,' � .' T �• 19532 TC q) 194 86 TP ►r 1n �. TP S / FF=195 �` 0 CL G /-. i 195,14 rc 195 07 FS I I � N 1S 4.W TC � 0�Q F '� I I i W N �. 194.8I1 P � \�ir�➢ sC, � I I � � O z 154 34 TC- t 1 O Yf" �G • 19a 50 rG 793.94 Tirn, F��F`' t ( b ll 4100, 194 00 T'P ,,vl" �� // ��3 h``G FG FG/ ,°�� �°j�/ ,°�� r (� ;c U � / .`jV� Ips .�' 92 ♦ I �, L� o�/ Q� ' O 197 e5 rc 194 e7 FS ' t ,d4 .� �1, � °C 197 1S TP ,9e.87 TC ,/� �. ,� t� 7, - 194.96 Fs 5 5 5 - 'T 0 r= �- \ 196 37 TP , T r���+ \ -- ,� r 4 Q� Q ti g W '-� Q 1117. �r�j,,Jr �G -}� / .off°� ____ ^$� ;' �dL/ ,�� 1 ` 1 / ` C:) I, I TP +11 qp, + ka. A'SS N 4r U _ 193-1 ig'L _�'- ���- y(j W 10- J I 164 0>1 _moi �j p �_ gklyp f 1 Q90 194 173LD 4 ♦.,. _� -- �_• 189- / / A r ' Ln CN T--192 i' LU W _N � GRAPHIC SCALE \ j f � ' � `r GRADING PIAN ___--------___-- ---- -- -- _ `;. NOTES G,d I . �� _--___._____..__._ ------ ---• ___ _ �'- �. -- - 6 issue date I aVrm I job number 11. THE BASIS OF VAITONS IS WASHINGTON COUNTY 91111136, A FOUND E'RASS DISK SET IN CONCRETE STAMPED "OSHD J1 t 7 1941" 1 inch 20 R AT THE SW CCNNER OF A ATE BOX CULVERT ON THE WEST SIDE 1_' HALL BLVD., 100 FEET NORTH OF THE INTERSECTION OF HALL. EKNO. ANI) OAK STREET. ELEVATION ! 169.0 FT. revisions 2. AU. SIDEINA!KS, LANDSCAPING, FENCING, STRUCTURES. AND PAVEMENT SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTED UPON COMPLETION Or THE WORK, 3. ADJUST ALL NEW AND EXISTING MANHOLE LADS ANO VALVE BOXES TO FINISHED STREET GRADE. 4. SAWL^UT STRAIGHT MA rCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING PAVEMENT AND NEW PAVEMENT. S. ATIENTTON EXCAVATMS: OREGON LAW REQUIRES YOU TO FOLLOW RULII:S ADOPTED AY OREGON UTILITY NOTIFICATION CE1+IVt THOM RULES ARE SET FORTH IN OAR 532-001.--0010 THROUGH OAR 952-001-0090, Ir YOU HAVE ANY GMTT,ONS ABOUT THE RULES. YOU MAY CONTACT THE CALL CENTER. YOU MUST NOTIFY THE CENTER AT LEAST 2 WSWESS DAYS, EKIT NOT MORE THAN 10 BU5IEIESS DAYS, BEFORE COMMENCINC AN EXCAVATION. CALL (503) 246-6899. y !. ALL 1NCk1M UNDER TyIC PEIiMtt WALL REQUIRE SITE EROSION CONTROL IN COMPLIANCE WITH PROVISIONS OF OAR 340-41-455 9t TTE ERM()N CONTROLS SMALL BE IN PUCE PRIOR TO CONST RUCTIGN. GRADING F'�A N ' 7. FOR GRAifMG 114 F�;,MIC RMT-OF-WAY, SEE K M1C MIIPROYEME'NT PLANS. 7 SHEET 1 OF 2 LEC3tN ,x R{J'i"M OF STAIR }(� r��jj//��//rr ��yy��yy i fr / 1 4ai� x OF WO" ri,� ,'Y ��y1+.. -v7i�i,7 -�.',y ti � r, NSr .,_ file mme: ,.it iY•' lv , Y1 } a , j t a a(! 'I.e L'H,r u /t _ + 'F yy atTc '�,:C} o ra h =•N i� i Xl' { �''=311 n.. - Tp T f � v fJ6a t "lot t b r M i ii Jl IU_rJV j, 1'1N lop rr SIT 1 -01 IS 2.X13 ,., 14 of 20 C14 4 01 30 10 10 1.1110 iii ill Ill 11w H , .: /�j�,ytap^l .! .TIwMp!y411 6 .: •/, : ,;3�'. f s "."f t, 7r ;, ;yE.s��,pp:.'�1' 'II 1', 1.Nl7i'QJ'r r: ,,.y'N't""n'Yrrvtn•o,n,rhxx.nau 1 1F r ...',. ,.�., ,. .. ,.. ,:. .. .. „v1i..,.. .., ..S�up1 _ �,*+q '�'IIINMNb�w+ .-..•-.r.wu-......r...:.... ,......... .. . .,r .i.?•F.,rylsltm! • . .. Ss F' , n,,,ja. ri..Ila .pl i1,4'iUr I�#.� A till tgil'1111: r3ygi'^.<ex:�,: .y s yc" "' n ........ ;! ....... .119.. i !1111'iH t �}} h 6 q � AM i +t lr , L (. r' '•,r. . .,. :' .. .: ... . ._;-,I,.„ .4 ,;.... t.�.1.w: it .! 'rfy:y t'�t , 7f 'e P9^' d + .;,,, + } {.is y+• ,".0 � ,.. K'. y if... �lr :y,th q'�y��';�F # � lt, { r tl ,}y t.r � s; •:.. �. 'r' i� - :, r + .. ...:." .. .. ..w1'.Y+6,...a....'..._... ...;�..,. -. .. ...-...:.......... .......J.-.rte-:a:,tv':sva..i.... ,F .....:-e ,x, ._ ..... .. .... ....1:._ _-. . .....,.. .,.i,- .. .,-- __.....:_-_`__.i..:....... .. -._... ...-..... :. .i.r......r., - 'eFa __...__..._.__.. .___ ._____...:, 1. ,r 1.•'. . • k... ._. ... .. ._ _.,.... .:..:.,... ..,,.. ., _. ....- ... ,._.. . .. ...,.:r..r,re . -s�P�ate.:w_,.-.;, ...".•..,»...a:ur:+cn'„W."drk�iue,.....cLLi;.:,..:....+ x...,..w.w, . .,..<:;..,:,w,. , ws..a.e.(wrkw.m.iwur.w"., 70 00 so 30 J 'y A! 'O Q 1v L 1 1 OHvi V � 1 \ 711 ?' - •- Lr ! Y -R C4 LDt �-. • -- --- _ I I ELECTRICAL , 74, TRA�JSFURMER -:- l � � ���• - 41 1 � Y ` i ROV• Sr 1 1 OK `� I• ' I ✓ M. I S 06/30/0.7 .� , f I II x to C — 1 LU Vp � _ - i . w U d LTJ 202 05 TC \ ; / \ r�/� �„ ^� ' ,.. t ( 1 C:) Y O / 201 55 TP / d y -�+ 1a �r 1 I 1 1 ^ fr ter, / - _ / { cc Q 4. I ' �b, A J Q C� X MATCHLINE - SEE SHEE 14 , 1' w, ~ Sl3Pf�C1R'GFIAUF WITH _._.. '�_. � ry '_ SHEETING 4S REUUIRE[3 - LLJ ✓ l` ✓ c$ 1Q G �� '�� DURING FIRST!CHASE OF`ORA01h Ad IPA fle TC —100 33 TP LLJ 196 83 Ce N ' 1 k n ' .F iC 1 Fes tee. '-� " 2 "� •�y -'� ,_ /r 'C' �.... iar:a`dP^•f ,1s .(Ii, f / / • r-1AalTC4��p \ - ` c_`A._ � �2 /� _ -'`� � f 1� I r •■a ., \j9a '"'+C r \ f• -- —`202 1-- _ "`..,._19T 6 NOTES + issue date 13 une 2003 N GRAPHIC SCALE --- . -- GRADING PLAN /Q ro >o � r lob number 032 lima 1. THE ®ASIS OF ELEVATIONS IS WASI41N'vTOhl COUNTY BMS6, A FOUND BRASS DICT( SET IN CONCRETE SiTAA1PE1? "QSIiO J117 1'��i• �— revisions AT THE SW CORNER OF A CONCRETE BOX CULVERT ON THE WEST SIDE OF HALL BLVD.. 100 FEET NOli OF THF INTERSECTION C15 i,�20 -0 0►•` HALL BLVD, AND OAK STREET. ELEVATION w 169.0 FT'. '-J ( 111 FM ) a,. ALL SIDEWALKS, LANDSCAPING, FENCING, STRUCTURES, AND PAVEMENT CHAD. L3L RESTORED TO ORIGINAL CONDITION 1 twh • 11!0 It OR BETTER UPON COMPLETION OF THE WORK. 3. AIhJUST ALL NEW AND EIGST1NG MANHOLE.. LIDS AND VALVE BOXES TO FlNISl4Et? STREET GRADE, 4. SAWCU" STRAIGHT MATC,f4LtRES TO LREATE A BUTT JOINT BETWEEN THE EXISTING PA'&MENT AND NEW PAVEMENT. 9. ATnNTIGIN EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY OREGON UTILITY NOTIFICATION CENT0L 71HOW RULES ARE SET FORTH IN OAR 9;52-001--0010 THROUGH OAR 91$2--001-00910. W YOU HAVE ANY GUEST10145 X9WT THE RULES, Y0J MAY CONTACT THE CALL CANTER, YOU MUST NOTIFY THE CENTER AT LEAST 2 W,J"l DAYS, IMP NOT MORE THAN 10 BUSINESS DAYS, BE�''ORE COMIMENCING AN EXCAVATION, CALL (503) 246-6699. S. ALL "A'( UNW *MISS PMT �L REQUIRE SITE EROSION CONTROL IN COMPLIANCE WITH PROVISIONS OF OIIIlt 34'-•41'- 55. 311T E' 1 {CONTROLS SHAD BE MI PLACE PRIOR TO CONSTIa XTM. GRADING PLAN 7. I� r�rA eL4 Pt�1u0 RIaHT-OF—WAY, SEE PUBL)c IMPROVEMENT PI_APIs. - SHEET 2 OF 2 LEGEND w , ` +� OWTOM OF STAIR E�s 11W • DAM Cts` WALK civilsite dwq - x file natt►e CAIW COM bk t ( x a ACS � I(� P fa'+�'� f}a(• ',f 3• , TC TO �• oo or 01A "T � TS 10 Tw or !STA t t i trf 1' T W �A�' �!�{.R... ;+..-.r,s x�ar rN•F 5.1..:�,.,»{,, .G N flw rtc+x,.?F: P- _ Y LIIICOIII 1I I p3 I I , _ SM001-pool R 15 of 20 C15 j. 70 20 TO 8 , � . I x r ^"�e w+ yr,r r Ylar,�,�+q "fY",t�+ MHYrt�;rhm+• ^ r�,- ,,.,r-.,.nw,.,, en� 41r ,� w ,.M1.-._ ::.. _. . .. .... .. ,._. .. ,xrawpantyr'atre*^tr .... -.. •....-. ..,..., ..,.n. r ,.. ".-,.iiB,Iw..,...w•...w....... .__._._ .. .. ... wuatl•, .. 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M k �,•, •t.4•!.a ria' ,.> ,�gi,ha` rYn�.. 3ti s'�tS�f �� p.r « ?i, � i<sr^. ;,.b.;} , i,' ` ."r}. rr� '. '1. ,.. �,...h... Ii♦'..... , :,; : ;e'.. ,._, � �:.,',. rill; . r -111 MR.,. MF 10 r; -. i •CAS rya, 7 I i til '' ,rrd �r ..• •••• ••• yL Jrww..wrc,s1a3o1W. n4..v ..Il..d rh x,sniL C�++dl�ww/,.aWJ ew> 77' J. •_ '".,,. .:W:o-'_al. ,.b. ,..:... ....:.:. ...r•»..... •:.:-.:.....«. . s.. ..wiic:<.iY:ra::«.::.R`ri�l:7�p:.x'rui,Mr .YiudY•'i.o... . ... ,. .a• t __._.._. ... _. .., _ ,_.-..,._ _.__._._ _. .....-..._ ........_. __... ...-...... .. 70 FiU IW /0 30 10 t0 Q Sz h J Jr RIM=199 55 C A TE O c .J f / I IE=196 55 1 Cn rJ RD ;=:=:y4 � --•---• ■--• _y�-�-cid--� .. � y� o 'r. R Ci1rG f .v HIM-195 83 IE=192.!,3 r1- M. y !1 LL1 8'8U CB tU MIN S=U 01 WM iEz 9(9� I�• '.7 AREA DRAIN R (;OrL; d RD COTG 8"5D s - //,+ i / '••/ l• t� RDC r- Sr0 Ot58 6'SD RD 8"SU CO 1 % � MIN S=0 01 Ca 9 COTG 5-0010 IE: 18883 ,.:�-•i � f / f RIM=193 50 I •- IE-190 50 I r I AREA DRAIN I - `! UNDERSURFACE TRENCH DRAIN " S���E� FRQjIs y'p k 8"PERFORATED PIPE IN AGGREGATE y� o FILLED TRENCH II,ilI CH 3 • CB 12 K( SEE DETAIL I _ / CO RIM-145 72 RIMS 191 98 / 1 IE = 1J1 ,a If 4192 72 ARD IE=168 99 f� OREGON,� HEEL PROOFN WITHGRATE G CO TYP PSB JM r / _ _ CB 1 1 E,a+Rls 0e/30/03 N, i7 RIM=193 22 Co 11 IE=199 22 / fr CS 14 RIM-194 38 AREA DRAIN I \ Ib ur RIM-194 42 IE-i91 38 �. \ ` IE• 191 42 FLOOR DRAIN WITH � y HEEL-PROOF GRATE 6'SD �+ SO\ Rp MIN S 0 01 - `� AK Ccog �i 3.0 11 S,00154 6'SFEW"�.� COTG 6-SO S■�0 0269 $ J 01G MIN S�i�Ot • RD RO E ' RIM■196 07 c 8'SU 2 ---- -1 ,� •�_ �► MIN S=O 01 RD - S■O 0200 ? - �, IE 193.0 ` RD CC`TG C•7TG O IIC J W ), y� Co 5 RIM=19315 C IE-190 15 RO LLd JL UJ CB 5 Rif 1=195 65 IE=192 85 N C CV �i C"7 � C fdT XISTING S ORM DRAIN 00') w CN. z cn A RECIUI ED CD 5 CS 7 --.-- P `HOILE FOR LOCA ON AND DEPTH J Z C� RIMo19340 _ - /� U � % •S� �, I E 0 90.4C - ----- V CL C) 0 6'SO RD RD MINS-001 O O ''j'�� C NNEC1 TO XIST 10`SQ Q 8`SD 8"SU J I SD MH 2 = G1 COTV ■0 02914 Sn0 ANU ` J II IE IN(N)■ 164 11 NEEDED TIL THE NEW PUBLIC U �_ - I C� 8'z0 ORM MAN E IS COMPLETED IE IN(Wj= t84 21 1= IE OUT= 18401 Vr { O 8�0A1Q ;� 1, ��ry (-R,Irr RU RIM•1897 '�.. c`� U w LINK r" SEDIMENT MN EW PUBLIC STORM MH w IY/■OU4.,80'SUMP TO BE CONSTRUCTED WITH Q Z w i.•n+..,•n .w" a." .-, .._.,::m-..-.r .•x..•<mu.sn,-.,r.,nv...a,..,•.-.r._...,■+ir. ..•."rs„-.x _.,.area. 12'SU 112•STREFT IMPROVEMENTS I-- r.f 4 M.. ..._. .__._ ��” COTe COTG S=0 024P 1r / SEE PUBLIC IMPROVEMENT PLANS C..) �� 4cy.✓ RI u191. r �f CO 188 70 a � #— r w � CG IE■IeeIN SO MH I r �. ~ 1t f mss. �i Q O7 ;, „• ,,•f r" :E I E OUT• 188 12 1 _ _ - - L -. .. 1. - - w L r 3 RIM-1922 t, fir} f 1 , 1. �. -� {;LIAI� t INK FENGF �' _. = - w v �c7 FLAT TOP '""�,../ r( \ ■J — Ln .1 1 r' _ w o UJ C.7 • �^�.— MOTES �^ • A A , ALL MANHOLE WCTN'INS SrHALC0110M TO 1 1 1 N \�, OF C-478 A APPUCWE Yd NOT STORM DRAINAGE FLAN PROVI"_ T OF TO F.XCEED 16* MAN _ ORAUMt10 NO 010 GRAPHIC SCALE au�lT SKOA,. DETAIL FU) All M1111111111 a 410 Up"CTIMS rxrxEDNC IR' Dl\. 9J�M' MOUW AYAK WE F issue date. �3 Mute '*'j! 1. STORM SEWER WITH LESS THAN 0.010 FT/FT SLOPE SHALL BE CONSTRUCTED TO PUBLIC WORKS STANDARDS. / MeewuN wA,aMur 60 uM- e.7 Cr 10.0 7 TINS SHALL INCLUDE, BUT NOT BE. LIMITED TO, USE OF A PIPE LASER TO ESTABL ISH AND HOLD GRADE. � Tt' Y M.• e.4 cr �+ a job number Z. CONTRACTOR TO COORDINATE THE AD.JJSTMENT OF ALL EXISTING OR NF_W FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE, ELECT., ETC.) t inch ' 20 ft F� 94' W.H. in 12.8AL CF FOR MIM r TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC,) IF CONFLJCT OCCURS. Pro1.11RURUTS t7tcumo 21• Cr TeYIS10115 - ww VOLUME 11 XREMENIS 3. ALL TRfNGFIES SHA 1. EtF BARRICADED FROM PEDESTRIAN ACCESS INCLUDING NIGHTTIME PROVISIONS AFTER WORKING HOURS. za or/,.o ris OF MKL("p 4, MATERIALS SHALL BE NEW. THE USE OF' MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE.., DUALITY, (as rs � for ram-restrle,se Nov) APPEARANCE AND USEFULNESS, PROPOSED SUBST'TLITIONS WILL. REQUIRE WRITTEN APPROVAL FROM ARCMITECT/CNGINEER PRIOR TO INSTALLATION. es Cr IrNMl1E,REOUNI[D S. THE LOCATION Of EXISTING UNDERGROUND FACILITIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND iS NOT GUARANTEED TO BE COMPLETE VOMSa,<.AV~rm ISHALL r ----aretT aar D011P4 ! OR ACCURAIQ>:, THE CONTRACTOR S,,t'FALL POTHOLE 'TO VERIFY ELEVATIONS t71• UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION. � �4�, NOTIFY ARCHou'rI ANaNIEER WITHIN 72 HOURS IF ANY DISCREPANCIES WITH THE PLANS ARE DETECTED. tsa a� G. ADJUST ALI.. NEW 4Nn EXISTING MANHOLE LIDS AND VALVE BOXES TO FlNISHED STREET GRADE. OUT 7, ALL TREKH LINE'S AND EXCAVATIONS SHALL BE PROPERLY SHORED AND BRACED TO PREVENT CAVING. DEEP EXCAVe.11ONS MAY REQUIRE EXTRA � - SIHORNiG AND BRAONG. ALL SHEETING, SMOMNG, A140 BRACING OF TRENCHES SHALL_ CONFORM TO OREGON OSHA STANDARDS. - eo �r•o"s d. THE CONTRACTOR SHALL. PROVIDE AS-BUILT RECORDS WH104 RECORD MEASUREMENTS OF EXACT U1ILITY LOCATION AND DEPTH. SIEWEr LATERALS SHALL BE TIED TO PERMANENT RETFRENCE POINTS. 9. EXCEPT WNEt�E NOTIFp, TRENCH BAI,`F(FILL SHALL. BE CLASS A UNDER LANDSCAPE AND CLASS B UNDER ACjCONtAEIE. ��� er�.M, 10 STORM SEWED PIPE ". ALL BE 30:)4 PVC OR N-12 NOPE (12' AND GREATER) WHERE BURY DEPTH IS x•30' IN PAVED AREAS AND X18" s"""• " —Z , STORM DRAINAGE tN LANQISCAPEII AREAS FROM IUP Cf PI f,. SHALLOW 9URY PIPE (<3O IN PAVED AREAS AND s18 IN LANDSCAPED AREAS) SHALL BE DUCTILE IRON. - sr .A, w PERSONA. "RY 11. !�r?V'D<`' 11:'MFt'ORAR's' DRAINAGE FACILITIES A5DAMAGER- �•..�.�♦'T ,. . .AIF.EDED TO,PREVENT ,..- TO PROPERTY AND �,�Ar. N LAG sEcncxr A-A er $Td� DRAIN •� file name- 'A ame .,ts t�dwa VOL -. _._ �.. WATER QUALITY Lincoln 5t 1035 MANHOLE OLE i of 20-00018(► ,t LI • ++,, C7eIn>IWirer Se*vicxa SI VAL DRAWING NO. $15 REHSM Dt-03 Gn«swlow-of. ft 16 , ENT MA14HOLE C16 NTS IM tU \ tU 8 t +r ..:. .W:: .. ',: ::.., J'� . - ,•.. ..:-.:. :..:.::" ,.,•'-. W'i'.4'.^ z. N.._..-_ .:...°�S� --. M!5T4Al.■+MMmrM ..--- �•1. Ii�IMA,t1t1•.i'IdA7FMIfiMfMt"`4M/r1M, t7A'',A, pvr'�d?! 1 az wtl :... , +� y - k$ t I7 ► l±l t10 ZI " .Fk „vr} tV. r • •:ter 'i I • 4.1 } rF yy r' X .b.:'�Y61Jrela.ei.:�.lAWiw,YiiOr..f.�N,kb� ..._, .. ....._ -. -,.. ....-. _ .. -.... .......... ....... .....•.ur-...._ . .:v.w,.. ..,...,...•.-«.. :.._.._.-...........s, ...w wr.....a.....w...nY. [ , yl`ry , yyy y ....:»... ........ «.n.J-.a... ... ...u..:'.+a Wr ......, _ .:. .. . .i ,. y«.,;,,,. -:`'•+x T+M.W.yL..:r.•.uvl:'.J,:ea.Md4t•Wi.«x_..6.N1.{FIM+...w+bl-._+.r4:MrtlwwA+.w..rvy„ ur .0+y�AdL.'�GVIG�Y t1uYMYi�"i2Y0W' .C!{.�o'.i:••E�Y�N/� • -' Ti•'r r iY..' %1C 90 80 70 60 40 20 10 0 c N cn W Q --• - ________ ______ Z V CLAn •A• _ MA I C7 N NOTES COTERLAL NATIVE - N d�t12QliTAi) VOLUME OF THRUST BLOCK- � -- --._ -�.^__ _.___._�__ -�_ 1AATERLIL tis ---- M ?3c%•k:nG AREA OF THR;;S? B�GCKS 1N $� FT lE1 W YHi iVERTIC,AI) SPECIFIED I © c TEE 90. BEND_- 45' 22 1/€• 11 1/4• FIT7 VENO At�i1E y' f TEND LEND 8El111 SIZE --, U" 4 1.3 1.9 1.0 1.0 -1.0~ 4 LI 0.4 02 1. SEWER WITH LESS THAN O.01U FT/FT SLOPE SHALL BE CONSTRUCTED TO PUBLIC WORKS STANDARDS. �_ - 4.0 22 t.l _ THIS SHALL INCLUDE, BUT NOT BE LIMITED T0, USE OF A PIPE LASER TO ESTABLISH AND HOLD GRACE. ' Q lA r 6 8.7 1.0 0.4 --- . L cn _ 7.1 3.8 2.0 10 • 4A 15 Ob 2. CONTRACTOR TO COORDINATE THE AD-JUSTMENT OF' ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE, ELECT., ETC-) iI z o l2 1t:` t6A - 8.7 4.♦ _2,g l2 0.5 U 1.3 TO CLEAR AN'd EXISTING OR NEW GRAVITY GRAIN UTILITIES (STORM DRAIN. SANITARY SEINER, ETC.) IF CONFLICT OCCURS. �' 16 2Q t_ 28.4 15.4 7.8 3.9 u 14.8 5.6 2.3 r 1 c v 3, ALL TRENCHES SHALL BE BARRICADED FROM PEDESTRIAN ACCESS INCLUDING NIGHTIME PROVISIONS AFTER WORKING HOURS. i � h 20 it 44.4 24.0 12.3 62 4. MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUA.JT'Y, APPEARANCE, ME Ile 24 411 -- -6 -_46 17.7 AND USEFULNESS. PROPOSED SUBSTTUIONS WALL REQUIRE WRITTEN APPROVAL FROM ARCHITECT/ENGINEER PRIOR TO INSTALLATION. p vAl.is WQ t"M1 O++ 5. THE LOCATION OF EXISTING UNDERGROUND FACILITES SHOWN ON THE PLANS I5 FOR INFORMATION ONLY AND IS NOT GU.ARANTEEO TO BE COMPLETE OR `' -n.tom_ Of 103111110 CA, ON ACCURATE. THE CONTRACTOR SHALL POTHOLE TO VERIFY ELEVATIONS OF UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION. �. ✓ NOTIFY ARCHITECT/ENGINEER WITHIN 72 HOURS IF ANY DISCREPANCIES WITH THE PLANS ARE DETECTED. rT '.\ L6. ADJUST ALL, NEW AND EXISTING MANHOLE UDS AND VALVE BOXES TO FINISHED STREET GRADE. / l - 7. ALL TRENCH LINES AND EXCAVATIONS SHALL BE PROPERLY SHORED AND BRACED TO PREVENT CAVING. DEEP EXCAVATIONS MAY REQUIRE EXTRA SHORING ECLAN VULM J-t� AND BRACING. ALL SHEETING, SHORING, AND BRACING OF TRENCHES SHALL CONFORM TO OREGON OSHA STANDARDS. BAC,AFIu AS SPECIM • B. THE CONTRACTOR SHALL PROVIDE AS-BUILT RECORDS WHICH RECORD MEASUREMENTS OF EXACT UTILITY LOCATION AND DEPTH. SEWER LATERALS SHALL BE TIED TO PERMANENT REFERENCE POINTS. i 9. EXCEPT WHERE NOTED, TRENCH BACKFILL SHALL BE CLASS A UNDER LANDSCAPE AND CUSS B UNDER AC/'CONCRETELAI ; _ _NE 10. WATER PIPE SHALL BE DUCTILE IRON, SCH BO PVC OR C900 PVC PTFE AS SHOWN. I ITTIM ROD � 11. SEWER PIPE SHALL FIE 3034 PVC. SIZE SIZE i-- �i'-la' eb 30' 12. MINIMUM COVER SHALL BE 36" TO TOP OF SUBGRADE. i.1'-l6' t8 36' 13. WATER PIPING SHALL BE INSTALLED WITH REQUIRED THRUST BLOCKING (SEE DETAIL). OC C- r T ; I «.+:'.'r•., 9a� AS SRECILM I ;r,y,i,rty. Ci)1MAL'TED GRANuvw - FiEL FOR THE TOP 12 INCHES U TRUST 4_IPIN, AT Kl TEES, �ETiDS AND PROFFS 1 ?UDS OY 11YIMi . ID ClIKIt�i I i k lICKAfi T U I� POURED RED Ak AINs r / I � VJ / � 1 � � 1 �. -" T 1`�`,r S� S T<ADDLE ji nLt uNDasruacn EARTH I J / / , L , 1 j �, ^ �v SM KTAIL NO t00 ALL CO{NErf. Tp !E txkls ttloo , -- .qo0'- 4) INSTALL IS N4 TOTAL TU::KNESS PQ-1'[THLP� � / •" L\ f � `I • 2 AAOUND rIT'rtmu SECURE 1/SrT GIDS TG PREVENT IWL TRATIIIN TX MT 10TVElN SP(E•Y AND PDT /'rlTrcND rPutiw rD raIR1►a rol>JT xancs+c / r�t �4-- f) /, L IV PROTECT NECKWCAL :HINT IQ4aWoRS AVD BELLS \ I I •�,,. TYPO. CDR;RET! VJTN T(V/pARt Iti1PS ANA I •� � T` �� - -•� _ 1�+ \ I PQ 'C JO rOLTETHM SHLETV4 AZ Wort Me 3 1 - 1_._� �..r- -��5/ f ,•----- - _.._ ---- I / � ` •� ..�- � � ZD~ ' �. • (� I - \ 1 U I / -----------__ -- -- .� a4a. / ^.ETQ:L NG i Rj TFRIJlT X)MM 1 DETAIL o , Ci ` DL'TA1LS I�Q I � I _ du ABOVE THE TIFF Z 1� EXRIRES a/x,1Ds T FIRE HYDRAtO-ASI Y ` tom THRUST" BLOCKING - s °/'} --/ --- - WATER TRENCH BACKFILL G► / / h / a HYD -20 - ' - -- �/ ABANr� WATER LINES i " G A T� - a Dr I W R • r TO I4E<W 8' ATER / � C TRArTQR TO OLE �Z01 I 3J /Af JR LOCATION AN ,91Z1k , 1 C�(AYI-I1C STALE PROVIDE,,"V AND REQ'D RESTRAIN d` r t CONNECT TO NNW 8' TER �� '"` ""'°"+•^ I M ^ - '� PROVIDE TEE AND40 3 _ - / I OVE HYDRANT ( IN r1wr .-- 1 im h 20 rc - / j II t t t' / 8' ,K�UBLE CHECK ETE TOR VAL I " t"'--'"`�--- -� - .G-_ - --_-- -_:- _.__. �L \I / ANUVAULT PR MP PUNT AYL44. "Flit Ile LLJ R LINE W 1000, 14 CN / 7 f Z �v ,i CL cam, rn L.0 0714RD RD / / �D-- --,,D--- -� S2 -__( '- .. LTJ � < / I v Q l /' ^I LTJ Cn 4'DOMESTIC WATER OUBLE CHECK yAtVE AND VAULT / 'Z - ( ` - E-- 6 �\ I -PROVIDE 5 P PUMP(DAYLIGHT IN CURB FACE) ( i `� dl Q =5 p ,� „" '••_ "F'RE - •DOMESTIC .SCH HQ P _:_ _-y 4"DOMESTIC WATER SER -SC LLJ m r f- i ./ pulp- T MyNNYq ( % E�� c / '' 188 • 3"DOMESTIC METER,AI 6 ULT < con ' / - _ / PROVIDE SUMP PUMP(DAYLIGHT IN FACE) ! LTJ Lt) / �/� J / `� ;•% / - _ ___ _w ---- _--�(` PLACE WITH TOP OF VAULT C R 9H WITH s. J I - / / / / /• / ,,q f r N w / O �- � TOP OF JACENT DEWALK 1 W p r.._.._ -_ '� LTJ cr /N �y CONNECT TO PUB IC WATER MAIN , 1 I C) k � �/ COORDINATE WITH T IALATIN,'VALLEY / i , WATER 61STRICT LU �//T!� � / ' ', / '" / ` � I ! �� ' � +�1'r 11111 I � • - � � � CONSTRUCT NEW ITARY MH 1 / �. � � �• I . . , L_�_.. �,,, / OVER EXISTING 12' CONCRETE SEWER , FL=178.99 - ,' x 8 issue date 07.23 03 �.f, � 1 � � � I � ,,/ ...•.•' � IE I (8") 179•.a w I ,q IM- .85. job number: 0321 •,,• IR B �s1 i revisions: `'T •'4 \ -- r, �, Kx ' >;a' �:' ref X � I: 4 ,s �• � ' r{ �' f�,� } ��� l� _ r J/ / �°a� N ,/ �,. '' -✓ -� ;, S NITARYO,,,•34 PVC � - T IN C7 23 03 PER CITY COMMENTS ..ry11. E : t 4ti ✓ll J / r,.,: / I w it . ...J i''' '/ _' I ,. I' r r ,• 'dC„(.p / F / ;f' l }''J i� r-.-_..._...,......».w_,7"`j /' I X19" 1 ••� I ­192- It :r R It :.• - "� `• , r r ' C OC ON DEDICATED � � I SITE r , � , • '� UTILITIESPLAN r x', AIN FENCE A . : t.�meo.rx:,. .na,�mr Q...�mxmez- ce•..»._xme>a, �.. rrr,w . -'zxaY .eursvr:--, - 1-s as. ... .r.. ...rr. ... . .- _ - . _...._- - � .- _ ..._-- - •_^- - --� - .. . _ .- _._. ._. - __ - ..... .._ _. -. _mss r_ 3T i�M LINE-SEE STORM PLAN TYP i r_ - �, k T -.._,._..._.... ,,,.... .r__..._»r_�. 1M..,._....._.._.._.. ....._._._»..____.,_. __- -_._--r�• � -! =r�_ __.__. _-. \ r.ra,n*mn.•..n...wi... -- -'--- r.. __ ''~ � \ �' / A, `',, / file nem 1 civilsi!e4 d;vA 4 / FIRE HYDRANT ASSEMBLY / �-� r/t4Yrn•�:' .rrrN.rilrrr •L.r, .. >_�"i, ..:d , �.r 1 / .• �l-�' 1 7 f 1 (� ! 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' 4 F w/U%JTY root ANo r/ t MAtrq NF C[YQL/IUT st N POW Ca CD IN raw Typ z to I I ( I l I Z ti 4•_e. ` CATCH BASIN AREA DRAIN Ilse r � o 40 PHA E 2 SITii OE�ItTM 1 1 _. I Y _FLOW 2 - M w s r I 1 overlap of � J I / r PLAN VIEW It i 014 ' DIMENT T� PANAi!{E, $IT 4 �� _ , DITCH INLET co P o� � I .� j NOTES: r R 9 , < z Z 1. ADDITIONAL 4r_ASU ES MUST BE �V 1 r ' iY -` \ /� -- /! I j 2. SIOFiLk 8 GS SHOULD BE STAKEDPE5 2 ell 11,111 l _ -1 �(� �' /� 'Y ` �J ` / I .-� ST k 2 •`lw P It 1 f T - APPUC :SING ' ` ._�+ +n� ORE INLET PROTECTION e1V Drowna 4-24 TYPE 4 9FR� y N�W� �, � ,� __•.__� TI!CT4e 1' ` -- .:,�' �• 1 BIO SAGS INLET PROCTION ,. . Q n s 8 NT$ ------ --- -TEW SEDIMENT FENCE Detau Ura■rng 4-1d / , / --~� I �p / A / •, 00' \ \� GAT CATG, BASIN 5NATE �„� �, � / .� •- ' ~ �..__.��': �,�1 --- I \ I _�( 'I ; � !' t+CMW r0a W, pF.MCIvAt T - -- / GAIN ww-�� EVMS,Oh RES fR W T 3 �� SEDIMENT FENCE c L"Q'I( WU39Er4K ell" 3 /% I � ,,,�• r--•..�,,,.�.•:•--✓'" •.� � �r 4ot`'�'�� ri �s / f{1GAIF'M[ � � - r- �+ 1 ``�•� \ 1 V c - PROT ."'_ �� . �,•"`�+. �r F4]C' .................. IlRD FIL;E ir'�c VI1V00 / '` '+ - w•� r-►L, .•+a_ •-• ::--t+ ....+ .•-I r -•—• •"�'�vr. ,M'A�' c7 lip.—I C ' ^— Tyr W 0` E h P Q� R 1 E E Y P P N SACK c oc ' too �'�•F"�— J _ �r��"~�' P O CATCi,4 BASIN CAATE PROTE T 08 ---AM ,• CATCN TPROPLENE �1 f - t // i /// '✓' `\�' / ti SEDIMENT FENCE.TVPe �-•,_- I QyaFlAy W L" _, PHASE I SITS WORK / J' ', . Cr_100' C , y,r; STORY PIPE POLTPROPLENE LTJ ORD OI?1i I _ -_ FILTER SACK <N01+-VOvEN) u ' f ' NON-WOVEN PQL_YPRQPLENE SACK cv .� l "'`� t / j`,'� .a PRO iECT C:HCop ce N PROTECT CB / ♦ ..Jr` aROTEC? r- r a" CD O ✓ I � 0 SFUIMFNT F CE.TYP 7 ° / J�\ _ PRE71 ECT a '• /13U �,��/ �•.J ►- Ll l N TE O m i RECESSED CURB INLET CATCH BASINS MUST aE Q 0 I- BLOCKED wMEN USING FILTER FABRIC INLET SACKS, CLo Q : T SIZE OF FILTER FABRIC INLET SAGKS TO BF y cm/r / \ / --- __. ��_____� ✓ NUFACTURER. J < / � ✓ /`� TELT DETE'RMINED BY MA !/ � � � O'� INLET PROTECTION V) ~ Deta'•i Drawing 4-15 TYPE POLY S0C_K INLET PROTECTION H-- j w cr �`�`- P 'f ► ►- Lr) LTJ cV L,LJ IUD / .00001�" t J SEDIMENT PENCE.T+1t► i A''; 00 ' - Lu __--- , I 1 _-.._...�.. J. .._ ce 1. / /�'1----•�=._.._- ,�t_-r_ �-- _' .� tip---s-'-j--- --- -•-•-' m - _ r ' IUlol�l4_m•w �r' �� DIMENT F TYP rf► QlAtl at Mur aI r stn OIAA�L I ,,'I / , y._.' n �/ ! � - _ _ � � 6 ISSU9 date. 3 lune ?0,.. IDWWj � , e 1 '.•M`- 1' yultvlJloF il[f.O1L1DpIT _ C,�. i'' �'• ...--Nr�" 1 J 'l..f J /,• `j - "-�•.- �' •-•"� I CH A{t: �1, �r i fir-lir,,. .. -' -~..-.:-. ..._- •-._... '�'--' �-^- ! ' Ijob nomr ESC—NOTES / ✓ \ (r _ PROTECT CS - ) txrvu \` �� / / I -W m raw VOW rAW. 4=00KAM DYNE,wB0K r9YIS10nS N EROSION CONTROL PLANWAVU pM 1. CONTRACTOR SHALL INSTALL. AND MAINTAIN EROSION/SEDIMENTATION CONTROL DURING CONSTRUCTION (ANY TIME OF THE YEAR). PER THE C•.RUriION i I PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL DATED DECEMBER 2000 AND CLEAN WATER SERVICES (FORMERLY USA) DESIL',N ANb ("ig . 30 -0' CONSTRUCTION STANDARDS, R&O 00•-7, CHAPTER 9. � � 7. APPROVAL OF THIS EROSION/SEDIMENTATiON CONTROL. (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SINE AND LOCATION OF ROADS, PiPES• RESTRICTORS. CHANNELS, RETENTION FACILITIES, UTILITIES, ETD.) i 11. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL BE PROTECTED UNTiL PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATiON IS - — t,, THE iIIIIPLEMENTATION OF THESE ESC PLANS AMC CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPMADING OF THESE ESC FACILITIES IS THE REESTABLISHED. RESPO NSWJTY OF T14E CONTRACIOR UNTIL ALL MoSTRUCTiON IS COMPLETED AND APPROVED BY CLEAN WATER SERVICES ARID VEGETATION ANDSC•APING IS ESTABLISI►IED. THE DEW,LCIFTER SHALL 97 RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED AND UNTIL THE LOTS ARE SOI._D 12. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RAPIDLY AS POSS19I.E. NOTES: 4. T'HE BOU4DARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING T'14E 13• SEEDING SHALL. BE PERFORMED NO LATER THAN SEPTEMBER IST FOR EACH PHASE OF CONSTRUCTION. OMSTRUCTION PERIOD, MO DISTURBANCE BEYOND THE FLACAWD CLEARING SHALL LTE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY 114E I r rm or or =m mm " A"NN CAF4T/CONTRACTOR FOR THE EA)RATION OF THE CCiNSTRUCTION. 14. IF THERE ARE EXPOSED SOILS, OR SOILS ARE NOT FULLY ESTABLISHED FROM OCTOBER IST THROUGH APRIL 30TH, THE WET WEATHER EROSION gr .m am CONTROL. MEASURES WILL BE IN EFFECT SEE CHAPTER 4 OF THE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL FOR 34- aim nom 7 EROSION CONT ROL f7 LAN • -`_, GCYOB111110 MITA MTV MAV WOW S. TME ESC FAdUTLES SHOWiy ON THIS PLAK MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN 5lICH A REQUIREMEN TS. w'�o"Xiit FWKMla'°.Krw,,, MAWS A5 TO MN$LJItE THAT SEDIMENT AND iEDLMENT—LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, t;7R VIOLATE APPLICABLE 15. ESC MEASURES SHALL. BE REMOVED BY' 'THE DEVELOPER WHEN VE:GETATiON IS FULLY ESTABLISHED. WATV STANDAMS, CONSTRUCTION ENTRANCE i Dotal Drawing 4••5 S, TNIAE ESC FACILITIES SHOWN ON TFHS PILAN ARE MINIMUM REQUIREMENTS FOR AN-ACIPAIrD SITE CONDITIONS. DURING CONSTRUCTION PERIOD, THESE ESC tib• N011FY CITY OF TiGARD CONSTRUCTION INSPECTOR 49 HOURS PRIOR TO ANY' Y'7RK C* THIS SITE. � LOW. "* sit,'fTESI SMALL iIE LIPGRAMD AS NEEDE'i'e FOR UNEXPECTED ST'OR'M EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT--LADEN WATER DOES NOT 17. ON OCTOBER 1ST OF E,ACW YEAR, iF THERE ARE EXPOSED SOILS, DISTURBED AREAS OR GROUND COVER VEGETATION NOT F'UU_Y LSTABLISHED SUMOENT TO PREVENT EROSION, A SNECIFiC EROSION CONTROL PLAN SHALL.. BIE PREPARED BASED ON THE EXISTING AND EXPECTED SiTE CONDiTiONS file name: 7. THE M FAOL.ITIE.S SHALT_ K INSPECTED DAILY BY THE APPLICANT/CON TRACTOR AND MAINTAINED .AS NECESSARY TO ENSURE 11,4EiR CONTINUED USING THE WE'i WFATHER EROSION PREVENTION MEASURES (SEE EROSION r REVENTION AND S74EDIMF'NT CONTROL PLANNING PND DEFAGN MANUAL_ CHAPTER -- �-_— -- FiLm pDINI a 4 FOR REQUIREMENT'S). FOR SURFACE WATER FACILITIES, FIBER MATTING SHAi-L RE INSTALLED IN ALL.. AREAS EXPOSED TO WATER FLOW OR INUNDATION; FREE—FLOATING MULCH SHALL NOT BE USED tN AREAS SUBJECT TO INUNDATION. FIBER MA*MNG SHALL EITHER BF. SEEDED (PER THE DESIGN) OR PLACED ���, MI, 'IME EM FAcrL.IM ON INACTIVE SUES SMALL St INSPECTED ANO MAINTAINED A MINIMUM OF ONCE: A MONTH WLTI.IIN 24 HOURS FOLLOWIN{i A STORM PRi(iP ro PLANTING OF FLINGS, CUTTINGS, REEDS, RUSHES, OR SHRUBS. ALL MEASURES AND SPECIFICATIONS FOR MATT4iALS USED SHALL BE PER PLAN GRAVEL CONSTRUCTION ENTRANCE `11T. OR AS Sr"F•'CifICALLY APPROVEC+ BY' THE E.WQNF.FP AND CITY INSPECTOR IF ANY ADDITiONAL AREAS BECOME EXPOSED. OISTURBEU, OR STRIPPED OF VE(yElA110N Blt'TWEEN OC70lIEt'R iST AND .APRIL 30;K THE PLAN SHALL OF REVISED OR OTHERWISE EXPANDED PER THE STANDARDS AND AS DIRECTED FIY \Ci8 NTS 10, Al..W 40 7 4ANy LUNE FOOT OF SEOWNT BE ALLOW TO ACCUMULATE WATHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND THF. F"NEER AND CIT'+' INSPECTOR, PRIOR TO NOVEMBER 1ST OF EACH YE"+?, WET WEAT?IFR MEASURES SHALL 9E INSTALLED AND FULLY �'tJNCT1tkIAl.. r I{,> WALL K WAXED PRIOR TO PAVING. THE C1.EANi" OPERATION SHALL NOT FLUSH SEIIMENT-1,4M WATER 04TO THE DOWNSTREAM Lincoln Nt Irmo � �" Y ' ' c SiT2003 (XVII R I9of20 10, Y L E NTRAWU 9"kL K INSTAILIM AT THE KONIrIIdG OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF" THE PRM C f. C18 s `A` ; �a`I r k,ry" ; ' ; o,''',"♦t/=a IMW24L WAY K I' VM 'M Its "%T ALL PAVM AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROSECT. • t" AlrkWyk ' ' "* F� _jn 70 10 A � r •••+sAAlt.'0F+«F•F-•a4Fy,d•� +.,�. .-.+..wr•w.lw•,.M ........ _ _..... ., ....... «. NMIAihMGMeha: .., .. 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C ` ( - wIDEVALK - PA�•r MENT _ a a 39 1141111 zz= X MM rL � c HAND TAMP BACKFILL ♦ • ---: �t AROUND TOP SECTION- CLASS ..8.. „ ASS ..A., '10la' r e L oe A 4 11010 ur01�i I ""��"r�• tl►T a.a 0 S e I ROiN CA4 Mrl I f •,_ ' ,5. Y•. ij+�'7L 'T` i'� 1 -4' MIN I �rIw A TU111IIRM a•E`1e11� 11 A1aaCA wtTM F +�17htTC I i \'' 12' MAX ! DRAIN ROCK POCKET I -1.OUK EXCESS%ATrt WAITA A, ----- — 4 CL' FT MIN AS SKCRcD i Mn 70%140- To A"00 6' TYPE PSM SBR 35 PVC, D3034 ,a rt•'LL1K%l �..� DUCTILE IRM ►DIE_- - ^, PIPE SPACER Z [71 A LENGTH AS NECESSARY -`-� �:" ;" LU 1 Y 1M i�l i NLN � �� \ •' _._..--.. J'•'•f . a•IIRl PLA 7 —1.. _ (- J./ \\\ OPERATOR Ex-rENSION � -s• re:r,AE.'.Ic faErA1/ER , I l Ir T • D a k L i 11010 uta S11aar - — -_-- - GLAND (EMAA MW J J (SEE DETAIL Nc 5) I L1J vrnllAsrtrwltl areae.aALVA/iSl ,rTalle�y �COICRETE PIER �' GATE VALVE I I . '1 f a t'roil r fI♦a{a 1 A>f 110N cArpr aAIM .•' rum Flet"W VALLT CaVq vmr MTM lAOCATO-AIC,AIe.VAKIn kJ X 6' FLG TEE JNDIi71MicD �•�., 12 EM' _ IY rtgX rAWX •° PWVW* MAVIM tr+or aftro 'ltmilim E 1 xDC1c FLEA x +rJ I ; 2 EMTM -'-cawAc•co ••^,rE i 2r»QsTy.sc_ Mix lar•[,Iw SIM IEE NOTE No I I �/. - a y1u!•Ca I w•cwA.7 THRUST aL3CIE• j .«* , `-- , Q r7 I CV Y'NIMH IaAVUCL / I1 MmATRN wrr vALV( OO.ATDI w1.1 VALVE •,•, ••• MwA f„Clgg I�aN MIN l I �� `��,•� Lr o 4 C14 east aim vKvt ..�..t:.• Z C.7 _ /MI1 TD Mr IiMT Or ! I .. �..�r✓ ����s I �•�0• t • r- W - -� am pi�w WE ICOM UCT01 1T*F � `® I � r �'������� �•/\`� ����T- Odau1►IE9 •• .I• ' . . • /t .Irc O.D � ��� \ , ! rM R1a' IlrrrrV1CAn s I 3' Nlh ! :// \/ X✓ `y,` e+t Fac • y-!�•�!��. /*TALL arM/IM 0[ I SOMM4 /-MEW" - - I 6" MAx WEAK rLAI \��, �`\�/ ! ;/' 1 O L7 i.-_ _ I __ _ ; .� I. vAI,vE Box NOT TO REST '�•� •� ry�• mL,- �. r' ON OPERATING ASSEMBLY 2N'-o o° �'o I % • °� o• V w _•J C� $, OPERATOR EXTENSION � ,�•, �< ;dr' � � O REQUIRED VNEN VALVE NUT o.• , ALLSlade Shu UK 1N Ir o.MGM �� 1�--4 ET (ACT> -! i IS DEEPER THAN 3 FEET a aA/ CA r AT •<AUT rural NET In v FROM c'INISHED GRADE I .� V) u+a I1 rart a,•e• rn.lz.l rAn1 I VV` °L'rt I' I I 3 CENTER VALVE BOX ON •/2 M+% o.o OWS 4• w 1aA R0S &MA..EA '.,A„ 'a• < Z Z a� I < L MOM' 1/2 RIE Oa R.Va a' 0% "p OWE a A•.0 .AAOEn 'PW ' r'-• E LEy N daowlaE..aa�r�°»mr CAVA rI= F L E v[�T AXIS C7'F OPER NUT I r)N %� I + FOR CON E C T WN TO E XIS TIW, MAIMS USE TAPPING. SLEEVE � � � Q _J = a YAWAcrim MATE V%T"WTW L INCw M." can m Sur 0E1► IN ACCORDAt" WITH DISTRiCT C24TRUCT1p4 VECiFiCATIONi 4. PROVIDE 24' SQUARE BY 4' THICK I � � � "Me1ems11L`r2etc 111=0uac vrtp1mausave taa� PWM "'T"1"te alar Tu CONCRETE PAD AROUND VALVE IolAfma EllaArt+ rI•pes t 11a111FAtr1K van W"Wren D P%VvIDL A 3 FT CLEAR SPACE ARDDJID CAtCLW'ERENCL OF FIRE HYDRANT, a rv�o Ta x /�na a 40W4101.1 np E >�R t+rtrt ! BOX OUTSIDE OF PAVE. APEAS I 1 np1 "M wap aEtASSINE?% 1- KY w Iupwin o[rIrMIIa I 3. PLACEMT OF COC AR"JD FH IS T'W"31TED.a weal aimunl 1 S. VALVE Box COVER SHALL BEA `-- C=IIr01 ;Mla I f1 MINIMUM OF 29 IN LENGTH TRENCH BACKFILL unffN►d `r c� LLJ a T DETAIL Na -----�, r-'--- ------- ----, `DETAIL a r- ------- _ ----- —tiI I -- - -- /' 8�w�r�Qd LD Ln starS DUTALLAMN ISM. MI.: HYDRANT DETAIL Na I IIL TYPICAL G11TE VALVE DETAIL No. D E T A i LS UfAw agency --� � M Y axerpbtt�et� 1 310 TualatlnLLJ Oari�water Dletriet ALLTgIMTM R— )h 320 J tinvanet vat"Divi rict STAIrDM B UTALLATIM �--101 aLtlntaueJ hater Dlatrict SETTIMG DETAIL SRA ►1c tic Zee - - _ _ _ I— n "" _ W ' VAULT SUMP PUMP ALT 1 6 VAULT SUMP PUMP ALT #2 (4: GATE VALVE TRENCH BACKFILL SECTION N Slg) NTS C1a M?� C�� NT9 -- rJa Ny9 o -4-6 — -- -- - - - 2 � 1 , Issue data. 13 june 2003 lob number. 032' 5' ` \� � � _— ` J"x13" (M Of 1/2'X2' SO reNlSfgnS 0.... / - - �` / ME FIAT STEEL BAR. w OF v ----STANIWM CONCRETE P9F DrAME1,A T>tiaMt "31E SAM F o CRWT �'E WRAP ROCK WITH FABRIC 2'- — 2'_4. ! --- _JT BASE ' MIRAFI 16ON OR APPROVED EQUAL so so. _ All JOINTS N1 GMT[ TO TREADED CLEAN-..QUT\ ROTES et trElllEA t/;. . .:. .. ,. . . Z � 3 1BASIN: WASHED 1"-0 RIVER ROCKKa 1/4" PLATO STEEL, WELDED AND COAT ALL SURFACES NKCTQNAkA WITH ASPHALnC PAINT. lfp�g; 4 SITE CIVIL DETAILS — — I WKM SHALL OF CONSTRUCttu 211 80CYrLE SAFFTY ELM 8" HDPE OR PVC PERFORATED PIPE OUTLET STUB: I OR NO HUB 2. MMW CONCRETt: CAT04 ftvNs WAY K uSEI) Wt1ETd . CONNECTOR, SIZE AS REQ'D 'SPF)C*XD oft APPaovitD, S. FOR INDICATED PIPE (SEE a 40T FM tr!!IE M VEHIM11.40 T14 rv- A WAS. `I per) I 0 + 2'.-0- MIN ___._ GRATE; KE:LiIE!: STEEL DROP— IN EAR CRATE ASTM A5361 Me rttl m: CMISIte Jwg END BARS: 1/2' X 2" CROSS a,►as: 1, ,,. x 2" x 2" o/c fAREA QRI�IiIVrTRENCH DRAIN MOTE STRAPS: 1/8" X i" rill — _ .--...._.__- Id 1 Q�,DOq LBS, UNIFORM LOAD CAPACITY. Gin, NTS _ �� L.YNCWSTYLE CATCH BASIN , f T!GN ___ ` ' ..4: SI T200i 4I N tgaf2U C19 90 70 60 40 30 20 10 8 2 •.•ar •�11�� ._:,-,.. 'T"l'i __ .. ... .. ... ...... _ 11 � h I" 1 f1�+MIM-�..........«:.....+�...u: ... ..yM,�.,,.,p4m..••^,..na ,,.,•..�._ --cw..riww,awlkn.+-w.«.....>R ... 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