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Plans (14) S 1T20 15 - 00003 BU P2015 - 00112 RECEIVED CONSTRUCTION PLANS FOR APR 2 9 2015 - CITY OF TIGARD BUILDING DIVISION CONSTRUCTION NOTES A. GENERALjAPAN ES E I N TE RNAT I Q N A L ..,.. 1. ALL PRIVATE IMPROVEMENTS SHALL BE CONSTRUCTED PER THE APPLICABLE SECTIONS OF THE UNIFORM PLUMBING CODE WITH OREGON AMENDMENTS, AND THE UNIFORM BUILDING CODE WITH OREGON AMENDMENTS. 2. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE DRAWINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE a�,,-, 7 3nF:. ova�Y�,I�,tr :.$YCOIal51 x.. 7 :•=i7'e7.•4s - •'s-.r 3 ti; r:F=§• . i rK -.1- - w ,,,, �x -..4` .y,,={=', ''�'`" • ,I ,. PROJECT IN AN ACCEPTABLE MANNER. ALL INCIDENTAL WORK SHALL BEBAPT I ST C H U RC H � R t_ .� 54: . ; Y. § ,s r „.f E� �• �,.. . INCLUDED IN THE UNIT PRICE BID FOR THE IT �yw ,;,a :c;<'+ �' s '..y ? r: :fs ,•,•:: rte . .wnw.:'� a ", k, fW' EMS OF WORK LISTED IN ��5i.o. .��y; ��. M a .,,:s�y, � r.�,. . ..tf,,� '�;- x ��,d a. � � �fi��,��, ,r,� 7r' t,-,�''; '.w'.,"' *:,}},.,�i :"a. `�`':t'� s .v.. .: �� - �# + -.3 �:*.,«s,� sand h��",�L. 77...,,, '..,}�Z.�q,' .��.�THE PROPOSAL, ANY ITEM NOT LISTED I a .,.. v {> �:'.: F' ?;; :� � : ,Y _ .zi: ? , �� ,� +_NTH!* PROPOSAL IS � _ �� � =.3 �,� ��r.;, ,�� � �, ,�„ � x � � � t �{{ �.{5.�♦ h e �' .� y � y.4 3C'��� � .�(,.� -- i �i�. h,��lFy r., :v4:',40::.,,,,,:‘,7:1,: z1";:."�,T� $�:,, � A IF3. 24;:1• #r ... �,'�'i,4:7.,',y�j9':..�, V',��' LY.. .v+. ' :1� a:: 'u' Ai,., 4: k:::. T - '� piR='.i_CONSIDERED INCIDENTAL. �� ..t 1?; . ;'. 'R5 ' `..we I 'i'r,- ',..:. 'd 2 4 "Td ,” � ..- ' F" 3.-_.�:7`. �1�i,,Z.ni ::. w s ',. F rp����rr�-_��tty�:/� �,' -tet, " 5,.'3.r•a'"��' ,,'� 'k _Lr��s t� �' •#+l�"t4f� n%s'q �l�'. �i'=v�'Y'=SSS-:, R '`s`"-�i� i'�`'i�"..�.r, �'}*t .`� a},,.ry:•muLTIPURPosE BUILDING ..,, ' ,tier i :!. .:1.y+."- T ,.E S]r�_E i, "i.`•-, r 3,--t N 't �i� r} dri .�• y ` "5 - 7 .;:;d1- .. �' .'g ;5 r� , : ,r iv,p,r '���:�+ �. y .';mss .� k- :j,. �F���"�. r. -�•� �-d �?C: _ j"�'r., R'��'�'rr�,r-v '.�_� .� � ':�} s ,:i}.:y s} '; ,. N 1 F. ,;' i 3 - ,l, F i::. - ' ..a1.e- ...'... 3 $ ;3 F X,sa: 5" _ �3. THE CONTRACTOR AND/DR SUB-CONTRACTORS SHALL HAVE A MINIMUM OF ,;.,,. �>...,� � ;,, ;;" ,$tis;�`;�, :'� ,,.��� ',� ,�` .,�. . . . �;fi.. x: ,. � � � ' �•� ; �; , ?� ,'-�> ?•, '� ' � ,���'':�^•.;1"::'f•„''iti .,e' '' '('r 'f* ,id r?i� , l,N_ Oa :- e e `P. L .P.4Sr-�.'.sA,:d• ;�? i.. -;'' + tai 'ONE 1 SET OF APPROVED CONSTRUCTI N P : k ,. �'. ,7 °-;fi .�. . r•. �R ..; ,. �� ; pr ,.. . . w ,, '( } 0 LANS ON THE ]OB SITE AT �6rri+an , , r ter.,. /`� ,� ;vr ,,a �; , ,u .;, , ,. . x '' . fa:7"• -�,. , �; . I� ,,..,, - . tt .�S f' gd# .kms: :;,.. ,t , i s ,..w i- 1,C5V.i .�r ,• ,Io . s s d - -ALL TIMES DURING CONSTRUCTION PHASES. `' - „ ;� � :' '" � t r ,_ µ�� #�'.yf.+ r'"'r s�di'��.1l���3' ('�•�......aaa...A��-�: k �•� ��,��y+r ,/? .� 4 � ��R/.}r �,s•" 4�' £� ,.�1Y � „„i-i ti q.- ke �! *m-*A .i ,y,5 _' A. -., ice' sY , f 'Yq �}"f .. 'N,Nf,T�rk , 0, _`' :A. ' 4• X34 '' ti r. k '�a w . 51a ?,v. " :� Fs, t.TIGARD, OREGGN , ,T w w �� ,Y4 . :, _A ,. 1`'-,J'iy t y'Hx k ,` �� �:° k'r y .:. ';it i epi-'1 's. <. ?.r-r 'wt's '• ' -.m f�..'. •,r' 4. ALL MATE=RIAL SUPPLIER(S) SHALL SUBMIT TO THE ENGINEER PROOF OF •� �'�a ,, , ,?�'' �� '�,,.,�.�,, �n, r� i, r � ,� e-.44;01,:44?,�������r �; ,,.• . ti* ":F x� .w r3;� ,.v M T,i;3> r'm? „ M a r � i;,.$. �...: t- dr,- ,,,k'i "`� a tk MATERIALS TESTED IN ACCORDANCE �,a K�.t., ;+, � � .: oe r: r b 3a' w;p�ks� MATERIAL(S) WITH THE SPECIFICATIONS. BY Tp ] a . ,�bi , ? - �..:#�yS :i7 i� ,(a � •.'�'��r���4� "��'"rti��yk r. =�` �, �'v,. !- a'�r�r�t biz^��G�:.�,,��7' r a., . - ,'�_,..-. P� w�.�.� ,«. -.,•.�•i. a}'. .. �ar.- •z,+. .-.+fir;! ,e'-'`° :� z - �' }� �._;- -�'. '�.', 7� ��''� x.: : 6'{r Y,t. ;:��2:��. .. ACCEPTANCE OF THE CONTRACT WITH THE OWNER/DEVELOPER, CASE FILE: CUP 214-00003 .. .�: .,- - .�;t, , .4 ,y 4 �� .; . A , �. THE fi x a ` - n � � :T_ rk,�n. `saxes `nyy.� �-''�� ,t�'.;i �$ �C'SY;"'G�:''S� �. '^ '� z �'k•�.'e��i”vs^s�� ;' . � 1 3- t .&..,,,,A1-Z-,. 1# r K �a y. i' cf r y sfi ,� tr' ,e, • .Y 3 � OWNER ,� ' s r . .w CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE JOB , , .' � � -: ���� r�` , � �. � �'-:� �,.�r� � : . �� � ,.. ...;� s,y .- , - = f� .tip ,, . ! �`� X9:1 .: .,- ` < >' f t t' : .:t.-1. , z': i-r h ,� �,,, 1 SITE OR INCORPORATED INTO THE WORK WILL MEET OR EXCEED ;- : :: r� �-• �`��,: r � ..r�, ,a„4y ., �.>� : ��� �. :,�' �. . � .!-A91'14:. . q�W 'Y� . , -� 4,,,,,i& .n,t' ,. y' d ."'. .',, ;i` c ' *„1,.S:v.,,,'-x. � fl[ ....>..-. ir+.s w ... .. ; r . ..�.. .. �1 x,-.i. :�f"x-vk' A' . i , • . x. 4, .t!-.,9,6,,a,,,,, .,�. ,.;4w•r,. •"yFiiati7J.'i .,•,it”. F '•bt.;4'tut,„r�r'v'tr. -�' r�, +- dT. 1.;�..,�' '.°.. , -.:,kF' a.y. ,:., ,i,:. SPECIFICATIONS. ANY MATERIAL NOT CONFORMING SHALL BE REMOVED ' :�, �,{ :, ,. 2, , : akF,� :,., x ,.. , .. tr c .r, �, , ,1: ,- ;a :37 , ,1 'A. Y i, , fit '3 AT NO ADDITIONAL COST TO THE OWNER. TZ'' - �'' * a . ��, 4,.,6,441„ „� Wf ""' 4 � =4`._ o� - �, ;,y,,, r,.1_, . , , g�. } ,1fip'' '� a:�,d.'i,i ..,f y .rdr::21:174:17::!"73744:6:4:14f. i 7�:'.7:,3rIF ,iF ." ale.,4., -e - . .+� �.r .iI )""" ti' is»w_.:. �'i -.yY e .,r"'i• -u�1,.. -.. v ,=r�' _ [` 7,yF.�"i4; {3..E., �.:� e'�y,.,,�Y',"f�;�`ufi;� ;,�?rv'. ..-:''��� � °' . :y,i tl 5. ._. .rI-,M -.1 F!a ,u .. .'.wr ', y- ;�� f'. 0.pi •'h'� ,,: i P �- Y1 1.'1 ..5.,'lS .- M'3:.::5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO ; � `�;` :�, -kErs��� �..>;;. �`, � �� .. x` ,�5 � -,. �� ��,;, ,�.:,. .�'.. . ..,�'"'� } n,' ,�, <N�JAPANESE INTERNATIDNAL BAPTI T HS CHURC �Nk �� � � ��� �� �Y � ��� � �t kT).'7 ii.l, Y• .wen a?{;•, t,;.! E'N°„ i ,fk�:'`a._t3= F :, ;` •?” y :r,;a,�"F '`�',:=.t.i '� nS "� #. _:`:<- , ,a `` i ! 5 -� tF`, ._:.. qk.�:.. .a s.--:, g;4,:. ''1t;. " ,, , t , ir3.'. ''.:•(0.., h xr� '' , I� Y.`,-. r'r ;'r;BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER DF ANY �, _. ; 5��r. ,��, . , '��,.. r~. �p� S. �� ¢yy r�' „�a .�. U (., f.,' ti, :r r itkr y`3LI h .b.l`a.'a'---,-1 f i'• .tva ' o- ;.s,lei. i�R;.saa1"� a+^�t,i %i° ' .,. 4` -�..� `.,>P�, ...k.�kn g5'.';,i:t J , �'� '-''F>' }.,• .h.,. R ,h•.sSr,�+,. ,5: l��v '': ,� �,. R'",'SIGNIFICANT DISCREPANCIES. UTILITIES HAVE BEEN LOCATED FROM i,,, �ti , qt .y .. • aR •. 9 - : "PSt*:'v;�' ' �'�{ n :1 e'i • ' .�. - a,.d''4 - , �Ti.(IE i''� �:';i ,C t .Y,a,�.r.P r,..1 A. .. ;r.,zsq : -.9 4•,>.?'zvv,4 x.V f.: r tpt i'+. it 14,,,z`.5 . J��`,it AVAILABLE RECORDS AND MAY N :} w .,_,'. ��rr :� a . ��� t , , �. r. �€ � ..OT BE AS SHOWN HEREON. CONTRACTOR � � �< �' �..1� - ,�. Z'-,41A.-3.:,. �: , , ,�� �r ��;,;e:. .i ,_tr: �5�r . .'' .y•S.1".;,:.� - , ,'r- 4'e,ae'`t; ` ;•' '', A'- n .' {rs4, i -A ,yfK y; 1;:' S"'r',.T. hr��.sx" '� "3"a ..y � .�: i : i ..,... ,� �' _,... ',,�^ ..V , }� t, i,.--�''.`il }S '� SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO y :. ,. ,..'�,, , . _,,: ;, ,'v. ,r av' x, ,,'. , a t ` Ia i7; ,.� s i d r� i3!ttui : ' v! « 'a ii,a," �v R t '�s�' r t :., s E a� s.> ?• z,µ,�y�, .� �,e.:�l� - L'�..' ��a+�'"�.. � �, 'i , 7'r.�-.n,rt ,� �� �; '�. wt- �,1� -�^':°.. �"-•.�`'.�r;{a. "�,'• ,v."4 ..t, � � i�.:3'��i�l� ,;:. .; 3' x s !'" ' ,rwt W +e it �.. �;i4; c 'a ., r� as S ' •'"tit "`c.t r�vf, .:;, BEGINNING EXCAVATION. 8500 SW SPRUCE STREET �� . }, g� . .., • � : .•. :,. G°' c l�rw.. _ �G^,5 -."'�T ° ' " -.k* ` P,-,:11-' h's Ak r "§b i .:i + d, ,t�„�. £r- "t`rl'_ : •:� : l u x ri✓ ?t ry `�,�,. ; �" �'r" � �' � J � �:• 1 v e.!•' T•r r" .5'ir�� >1 e -tt as nY- �� �#e „,, .�i��., rky, , i ,s:1'Ri�k`s;}4c,' :: r .�. �: ?� - sj;, 5' i ' tis ; u, .t- �, it �V�e ".;A.41+"/:I"t f '�Y; .,1..7+,"y' v;l X. E :, ;:iiiii.4.: 4.�. r� r�k,K _< ,. .. �•,;Me 9' 'fin kt,�. F�� --_`;L rl"": _;h.Y, ,^. _ �.'"'''z of ':. :' " "�"' .i*F9,',i.s- . 'y: :y ,.- , ' - C'ro. 4 e7,-i4.2_ :1.,ec. t, �` - e :„::::„ �'". n: �i _.'$'G,' 't'" ,:i.,., .�.'' . . '�7yr-•�io.,,,:t0": _.L'S}^F rKa: t�ii,Ce � .-. 'rt '�''.�-�Rt r+" . :: 6 CONTRACTORTO PROVIDETRAFFICCONTROLPERODDT ANDM.U.T.C.D. STANDARDS .., •;,; .. „ ,-.-- , . ; x ;t -es ;t e , -,5 ,`,; . �:y, ,r. ,A ..: .. . ,Q ; , . > ;;; f,..- r _, 7,., ,3:7, 'y��. ,l �. .., ���. � vr. um ,S i �..42 � � Y d. �. � �'1Fa A�.I.;Y.�.,V�Y y.s� `�..4,'���V�� tx, � rr ��.�v.,�„:y y t- .,i . � a��S�;.: t"��':ti. :; .' '''3. ��' } $iw ��� t �''�'a� :£�,; c•' 1 f�'ti�•, s�i<, �'7 -�.:t4:.FORALL CONSTRUCTION ACTIVITIESWITHINTHEPUBLICRIHTOFWAY. �. .�- � ,�- . �yp� � , c• ; �, �,., � �� x<,.. ;4 ,. �-:� , .f, - 7, k..f-:,:`<,-::�,y�.�� 1'�s, � �„.: � h;,'�,� .-•i���•, ,wf �'e����fih.�,i��. ��:"� '^'�F �F'41�• �" e iph c��.�:0 �1ak,a :1,:a$ tiR.S:,�� .��,� y ✓. ,�.- �`F,� �..#;yy �' ,i�i r��i ## � :5�?�.�. °'. .'.�'.Fy T �,�.���t�'��'+,,.�'n,^. f.:: yy'. •}- ,-,,,. > , - ,� . �' �.. • 7�,` � V w�,N yK' 5>rti�`i2 %" "4 �'� A� '0.f�4;i„- s - ,,.. !' m4 ;� t`.i y"ei -. �fY-+, -�n; ;.,ym. '.,s`,:' . r 4,3 :.: '. }� y.s '4S a. � ,d ... kir ;el.:�r rrv'k' .'..7:`'y f. .^x,�, f,+,. t�>.�.�;:,, �Y'i� � ,r :� 4.,. ��3' }��yr' �� .`« ,. � ty,. .� xi�i-:�.:•k.f.n,r� '^+'�.rP!`.s'Ci^��<>V�.Y��� �B. S }� k , :�;�.{�, 4 , � ^r •r �s �� � t wTREETS AND STRUCTURAL FILLS , , sxi 1 �, j , ��^ � ,nth r,. K�, , , y g tr`� . �4.141Pa"X? ” , 'I ti .'+.it' rr•F�..r •'.:f3.;14*.. .:n '(` �' 4 ct ..1a„ '#'� ''—'i '� `7 Y•iiiii 1R�11�... •_ 7F,Ir r`-_'gyp -les,4�.ti''_ Y't'�3+,`�`y� � x i�'t;c� :,��i�= &Yk.+ { Yf.�x ' �l'�� ��i :5: � vya' ' A: 'i ” `fi!^' r.1l�j F1R�' `` ^�'F •� �s�s'"��k`f� :s'1. ALL TREES BRUSH AND DEBRI H � :: � rf�' �;. �i,. mo . �� x,. s + ns w �; : � . ,�S T AT CONFLICT WITH PROPOSED IMPROVEMENTSr�.�4. � '�e�'�,^'• � ';l t;44.4,.ate �'�° ..� �,+�. • � � - *,t!. 4 ••`� '�•xr:ys''+ ���w� •'�'� �'���: "� ,` " ."�'StFat3 •.>.' kl S.p :.d.... :,. ii,.t, �}+, *r,.f .y y .y �, a.tb, rye •,e ._ SHALL BE REMOVED AND DISPOSED a, t.q,> x,t it 4'.G:. .4e .a, ., 01 '. ,:., : rz,. `';. �... .,A.1' .: a,� 7.K.- .- S OSED OF BY THE CONTRACTOR UNLESS „ � � nr x � ;xr �.�, � a- � ,q n x z �`'` 1 ,;4 .1 rld; rs,�,'� fi �;'7 tT's>��.,r. a:,�„ °�; � .,"lt�.. �;`� .?u S _ .•.� .� -k .,. „�' i�i ; 9. W' -"�^ -''!si ., i.� � r � t�'ti.,OTHERWISE NOTED ON THE PLANS. r , . £� �;., t �< x . '! � . '.far t ,'�I;k �':;� ,, _ ',:'k , :.: 563 246 4686 P : e ,N .my�s,:µ . n� �� r . € - �1. � }' 'Ai -.- i ,,, -.q,5� .gl-•S&h ,`� +,,, �- .yC i4 -•, 5�%. r 'i..h ,; 'i ..'gt.fl$. l k V1iT , -A y'''es,, ,, - - 1' 1,:yj,'v'w `- arrs � ,. 'i" ':.r^. �.� .��.. , . ,Ss+r.. -. ��. , s,e., ch a d._r t" "=t' .ti �' ;;_ y �' :$:,� 2. ALL AREAS OF CONSTRUCTION SHALL BE STRIPPED. STRIPPINGSHALL . , , � .." .. � , �- tx, n r F ", > �r;`u r ' - ' �fi- . r ��r�;- ' }}����// ':;'rra :`` ti- ". :t:,r "�- .k- .:., .:� "'rf '�' :: .:'' ..: - �.- r . , i. � z, S -:-§ 1r ", - x. a 7�C:;ala�,. tiah yr r, .`ti.; .y..L :y7S, -;.Y3',;2 !`!�'-..�. , •e; W,: :�rY ,, i. r�w...,F :- Sa: 3 .+ J,a'•r.,i s,ry i +�y, .f .i• � ' 1"3'+•wS^; �X�, �s<3$' , uy.. �� �, ' .ir ;,A} ��rh�, �f:, � � . ' "�. CONSIST OF REMOVING THE TOPSOIL HUMUS. STRIPPING MATERIALS h ,kg' ` it-t1-4' &- '.. .. -ny si,ya„,.3r,1-i 4.'�'a• ; r. . t 1 d#n=:. '';.-"`11S1-. ' - 7'11 -'.r �°".t r,3 '.. til -. .l' le ..-i ' - 7r k s4 t r,.- .0 r,i*. ,,ms='s,M-.0,.— 's*p cil. 1,'W• a:,- ,, Ci ',4 d ..! , �'t::._ '4• i.,,.,.:.-.3- . -♦ �ft,As SHALL BE DISPOSED OF BY THE CONTRACTOR, BOTH ON-SITE AND OFF-SITE . ` ;m �. _ j`� "f,.s ,�F , ' '`�o° dpf + Y''', +�.: r n ' y OFF-SITE, '�! �, .,(�� � rw. ,, a tr : 7�.. •red • , °-r..., .,,�y , . ". ; AS DIRECTED BY THE ENGINEER. fr�y1 VA Vit 5''',' ,:. :,r.,, 7ig,, Ari . t is .j• .,-.:k. "€'...';,,Nf iJ 1, •, - N,, 'r .s.�+iF%« rsi'K f[@��.5 9�. r'w. .��..r°s. ' :��°-'t,:41:,! •-n.�`'S 3. EMBANKMENTS OR STRUCTURAL FILLS SHALL BE CONSTRUCTED FROMPLANNER SURVEYOR & CIVIL ENGINEER VICINITY MAP , EXCAVATED MATERIALS ACCEPTABLE TO THE SOILS ENGINEER AND SHALL BE UNIFORMLY CONDITIONS TO WITHIN ±2% OF OPTIMUM INCN.T.S. MOISTURE CONTENT. FILLS INTENDED TO SUPPORT STRUCTURES OR C ES I N W, V. PAVEMENT SHALL BE PLACE IN LIFTS NOT TO EXCEED 8" LOOSE MEASURE. EACH LIFT SHALL BE COMPACTED TO 91 PERCENT OF MAXIMUM DENSITY AS OBTAINED BY AASHTD T-180 COMPACTION TEST. FOR FILL IN PAVEMENT AREAS. 13190 SW 68TH PARKWAY, STE 150 ' FILLS SHALL NOT BE CONSTRUCTED ON NATURAL SLOPES STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL. ALL FILL SLOPES SHALL NOT ON—SITE IMPERVIOUS AREA CREATED = 9,466 SF O PROF EXCEED TWO HORIZONTAL TO ONE VERTICAL. NO ROCK OR SIMILAR TIGARD OR 97223 ON—SITE AREA OF DISTURBANCE = 28 635 SF \�•\- GINE ass% IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 8" — �, 4 F,p �>r SHALL BE BURIED OR PLACED IN THE FILLS. �• 140.1 /) 503. 968-6655 ► ! , IF SPRINGS OR GROUND WATER ARE ENCOUNTERED DURING EGO CONSTRUCTION, THE CONTRACTOR SHALL ADVISE THE SOILS AND CIVIL y �� ENGINEER OF THE CONDITION FOUND AND COORDINATE HIS ACTIVITIES �•� 26,1• g >. IN A MANNER THAT WILL ALLOW THE ENGINEERS TIME TO REVIEW THE BENCH MARK y°NYR'`"�� 41 011 a SITUATION AND PREPARE A PLAN TO PROPERLY DISPOSE OF THE WATER ENCOUNTERED. 16 4, ROCK BASE, ASPHALTIC CONCRETE PAVEMENT, CURB AND SIDEWALK CITY OF TIGARD BENCH MARK ID 270: CONSTRUCTION SHALL BE AS SHOWN ON THE TYPICAL SECTIONS AND IN A BRASS DISK STAMPED "GC22-0065" LOCATED ON THE ACCORDANCE WITH THE ABOVE REFERENCED SPECIFICATIONS. EAST WING OF THE CURB APPROACH ON THE SOUTH C. UTILITIES SIDE OF THE INTERSECTION OF SW 85TH AVE AND SW SPRUCE ST. SHEET LEGEND 1. ALL NONMETALLIC PIPING SHALL HAVE AN ELECTRICALLY CONDUCTIVE TRACER WIRE (18 GAUGE, INSULATED COPPER, OR HEAVIER, IN ELEVATION: 193.75 FEET SYMBOLS LEGEND NUMBER DESCRIPTION APPROVED COLOR) INSTALLED IN THE TRENCH FOR LOCATING PIPE IN THE FUTURE, PER UNIFORM PLUMBING CODE. UTLITY CONTACT INFORMATION: 2. ALL TRENCH BACKFILL WITHIN PAVED AREAS AND SIDEWALKS SHALL BE PROPOSED EXISTING TITLE SHEET COMPACTED 3/4"-O CRUSHED ROCK, COMPACTED TO 91% OF MAXIMUM COMCAST CABLE COMM. 503.261.7440 SILT FENCING DENSITY AS OBTAINED BY AASHTO T-180 COMPACTION TEST. FRONTIER COMM, 800.921.8102 CONTOUR (10') 160 180 C1 EXISTING CONDITIONS NW NATURAL 503.220.2415 CONTOUR (2') - 3. THE CONTRACTOR SHALL NOTIFY THE CITY BUILDING DEPT. AT 503-718-2439 PORTLAND GENERAL ELEC 503.73fi.5450 R—O—W — — 48 HOURS PRIOR TO START OF CONSTRUCTION. STREET CENTERLINE -- — CZ SITE PLAN CITY OF TIGARD 503.639.4171 PROPERTY UNE — — — — —_ —— 4. STORM SEWER PIPE SHALL BE OF THE SIZE NOTED ON THE PLANS. SANITARY SEWER SS C3 EROSION & SEDIMENT CONTROL PLAN a. PVC STORM SEWER SHALL CONFORM TO ASTM D-3034 AND ASTM 789 ATTENTION: STORM SEWER ST (T-1) WITH RUBBER GASKETS. '� Oregon law requires you to follow rules adopted by the Oregon Utility WATER MAIN —W W C4 EROSION & SEDIMENT CONTROL NOTE & DETAILS b. CATCH BASINS SHALL BE OF THE TYPE SHOWN ON THE PLANS. Notification Center. Those rules are set forth in DAR 952-001-0010 SANITARY LATERAL STORM LATERAL 5. SANITARY SEWER SHALL BE OF THE SIZE NOTED ON THE PLANS. i. ; through 952-001-0090. You may obtain copies of the rules by callingnlio O OREVIEWED C5 DEMOLITION PLAN CITY O1GARI! the Center, (Nate: The telephone number for the Oregon Utility SANITARY MANHOLE a. PVC SANITARY SEWERS SHALL CONFORM TO ASTM D-3034 AND ASTM Notification Center is (503) 232-1987). STORM MANHOLE 0 C6, GENERAL GRADING PLANA FOR CODECOMP11ANCE 789 (T-1) WITH RUBBER GASKETS. b. SANITARY SEWER SHALL BE TESTED IN CONFORMANCE TO PLUMBING CODE. WATER VALVE 0 PP ' FIRE HYDRANT C6.2 DETAIL GRADING PLAN °'�`� ; 6. WATER LINE SHALL BE OF THE SIZE AND TYPE NOTED ON THE PLANS. .6'Ya wrath OS � T-w�i�►�r ALL WATER PIPE SHALL HAVE A MINIMUM 36" OF COVER MEASURED WATER METER BOX FROM FINISHED GRADE. CATCH BASIN III SuI C7 UTILITY r LAN as . -" -=�''`= D. APPROVALS STREET LIGHT M 1. SIGNIFICANT CHANGES TO THESE PLANS MUST BE APPROVED BY BLOW OI'I ASSEMBLY C8 DETAILS SHEET 1 OF 2 Byt Dates �. .14Z1=1- THE CITY OF TIGARD BUILDING DEPT. AND THE ENGINEER PRIOR TO IMPLEMENTATION. POWER POLE C.0 > C9 DETAILS SHEET 2 OF 2 2. CONTRACTOR TO ACQUIRE ALL REQUIRED PERMITS. DRAINAGE FLOW OFFICE COPY \���,�EO PROFFss LEGEND Z (('t$61 15' '771 0 - CATCH BASIN - LINE CONTINUES TO UNKNOWN LOCATION OREGON O - WATER VALVE gDV1d ,gIHJf�H ❑NV AAD1S . kgr, 9,�GAY 1,�9' , S a - WATER METER E — UNDERGROUND ELECTRIC UNE j . 26, ���, —ST— - UNDERGROUND STORM DRAIN LINE !�}��N \va\, Q - SANITARY SEWER MANHOLE 1, © STORM DRAIN MANHOLE —SS— - UNDERGROUND SANITARY SEWER LINE °i o RENEWS:6130116 pr TELEPHONE MANHOLE —T - UNDERGROUND TELEPHONE LINE 1-0 r` n n 7 irj —TV— - UNDERGROUND CABLE TV LINE s n D W lL! S\ DQ CLEANIRRIGOION CONTROL VALVE —W-- - UNDERGROUND WATER LINE UT �C4 �\ �1 a j j i-- c V — G— - UNDERGROUND NATURAL GAS UNE m z I ❑ GV GAS VALVE `x m Co Q � D4 —OH— - OVERHEAD UTILITY LINE m r2 cn V U) J p GAS METER - FENCE UNE • W 6 = • - MAIL BOX - ROAD STRIPING X09 90Z M,rST,£�°00S U LUMINAIRE + L •'-� - ,. M SMH - SANITARY SEWER MANHOLE --+ r �• . . a� a 0 qNJ W 0 © -TV RISER DMH - STORM DRAIN MANHOLE o 130OM ,8 J / ti O U III -TELEPHONE RISER �. ® SIGNAL JUNCTION BOX CB -CATCH BASIN """"'*** Fl - FIELD INLET ® - ELECTRIC METERali � _ ,� -` O � Z ® ELECTRIC JUNCTION BOX SCO -SANITARY CLEAN OUT J" ' ~ .-T- O d' ~ • - -• O a. - UTILITY POLE � }• _lr,,f#� .�-:-- _ - _ --"6- N Q E-- - GUY ANCHOR z - Q � n co• i0 • �-� - FIRE HYDRANT 7.v2 e '•• - CONCRETE I �_, • r- ` � � \ ;� i COP` a LL U Q -0- -SIGN { - / 1 ° ;_'" _ Y : • , CO .r 1,,,, i z .i I • i�sr�p�i'r 1 -• .'' III 1:: "-�" 11 �: o Ik Q i� a �F.1 Ce `" 41DECIDUOUS TREE (DTR) : 1 U :4 -.. / w / l /� o ry •`'• ce 1° ,-1 Z f f :; I. m xzwwv lJ^ AWN u • • co o ill ---. CO , 4.I --..4,4 ._. C '.;1 �� mt � Vb;+E / f' ii ' 10 • yY' f .! ft) z Q t•i �V. r i 1-i a R-.L • t - EVERGREEN TREE (ETR) , y I Q+� . P O v w C 1 V LU v! s M • 1 I w - N CD �2o U) 7.d- :I u' 'a i:Lu 0 0 -0, oi 0 ,.,•-:7-,-.... .....--, ..., -g, - :,:. -,f, i (f) 0 i—I < VI 1-4 L.C1 m 1.BOUNDARY LINES FOR THIS SURVEY IS APPROXIMATE. \ 045 . C`3ii Q Q �0 �Lo p kta ao 1�,•.•`:'••';.:";...'::: • ':;' .'':' ;.J , 2.THIS SURVEY MAKES NO GUARANTEES THAT THE UNDERGROUND r iu ,A Cji / ' t w �+� . a r •,'',..:f:';':: k 011'} UTILITIES SHOWN ARE ALL THE UTILITIES IN THE AREA.THE a e, a - 'j O . w N o .,;. • `.� o . N Eo UNDERGROUND UTILITIES SHOWN ARE BASED ON LOCATE PAINT z I ti'1+DOD Cr ) 2 a o ! ,r ah u MARKINGS IN THE FIELD AND AS-BUILT MAPPING.UTILITIES SHOWN MAY W r 0 0 p 1 . .• "': •...... Ir. N NOT BE IN THE EXACT LOCATION AS NOTED ON THIS SURVEY,BUT ARE !9 C� c U7 ��1 u i3 _ rl _•, w LOCATED AS ACCURATELY AS POSSIBLE FROM PAINT MARKINGS ON THE :; 5I . J a O z 1 j v u] GROUND. in t W 1 = .p (� C + re- r 1 .='. �• ��' .' % `O a Q C u 3.STORM DRAIN AND SANITARY SEWER LINES SHOWN ARE APPROXIMATE 301 3 ���1 \\�,`��kkl;• i1,II1111,//�/� $QQ�12'3$"�J 274.��' r \•, Z .,� �ul� w LU 1 Ol i tt L ��1�43i{I�i �� % / 1 r ��ldldr{yiil J \ • ' 1 - '' AND BASED ON VISIBLE ABOVE GROUND EVIDENCE AND AS-BUILT MAPS. II Lug'I .�„ '� 8' WOOD ow.._.• �1 _ ,•,Hz / . t` L 0 tri 4.ELEVATIONS ARE BASED ON CITY OF TIGARD BENCHMARK ID 270, M - o : 1 El.4 IT � --. '- r �`' _ / 0 WAR IR 1 _ -yam.._ ___ �� • ___.0 JCB RIM=)82.36' / �,� k ELEVATION 193.75'.A BRASS DISK STAMPED"GC22-0065`LOCATED ON THE - � F GE +F rr� o �D d, N s / , �C` C � 1 � • / (LYN7 BASIN) ❑ ,► © -0 EAST WING OF THE CURB APPROACH ON THE SOUTH SIDE OF THE r° •• m co •il ._� i �i ao kl ,, -1 I O : / I / (WA ER)=181A1' o� u) L. up INTERSECTION OF SW 85THAVE AND SW SPRUCE ST. s u II ii i i 1:9 <� �r ! I �llk I'1� !>I P-- '..-a Y 1 / B 178,81 � , 0 ro rn • • z U [1] ww .w "-- / l r 1 NO / 5� i/ � O - ° Ln to 7 I 1 .z 1 �d w 4 I s J rif/ 1S 1S 1S IT IS 1S T �J // �j / \ cn , cz) 11111. .......... .: I V.1 1• ` '1• a CB RIM=1 .89' H1H RIA4=X82.72'/ \ �+ ,i, i- it �n Ir c� �j (LYNCH BA IN} s 5 „•4 IE(N)6" ADS4 /'/ 82/ / \ , III '`� \ ¢ g" I IE(S)TOP B =183.55' p z z IE(5)6" PVC77/ ' / \ a p,..4 SW 85TH AVE f o BTM=181.34 .. • 2/ 1 f' - "4 ii) r - -.. - _.... .r U � :� 5Q@�19'38"E /4I3'— 11 \ \ ;�. ._ • �'e� � :4. 1 1 l / ' -1-- • -.... ( / 2 :_i It. _,,,„ '..L.i ��� — III 16kcci • � r ., I / fr- c- n' j� I ' !.. \ P.•-••..; .' � � w` z ,r• `�L'^� r• ` \ 17E LSTaT D � / OO N• © w ' Z - I Q flr �' ` 3 \ 3 \ -----'1�Q- ,: ' / cr. 41. g •• \ BUILDING OVERHANG w a i;; ,�'""'r / o n - 0 d -IIS Lij., ,* 1 % I . �- �' a U o v .,,,.4 %,� CQf�RI D� / U a r - Ca � � 3 to az 0U uIIiie S I / / / .� iN \ W / �. .- sols ! ,• I; \ ¢ z o �i, zii +n f _O, / / Q cn f� •` \ / ..�F' •s ! :� 0 n f*1 U W 111 -- — — / / is CSA .�'„ w .7�.1 03 \� I . -•z� ' PLAY I "� �.Y'• ? m o ,� '' -- - ar - ---' 0 10% ! Ma. : \ SCO U i �- �r WETLAND Z \ N • U c� - ST CTUREJ . _ i (��f� .moi i BOUNDARY 1 0. .; U / r • 1 �c6 AREA / D,1 .-� " - ,..r r we■s�� \ �� / j �1 `-- f w I , in I \\ (n 0_ • z a i i ASPHALT I 1 / J • � ;fah. � 1S �rd•�■7s� 15 10.1'.1 rid J / / N / \ ni v -1 ", •aC p i t w [ I PLAYGROUND ��, L` SS •, k / / V Cl- .. o r f �\ \ w LL .. CO SCO SS SS --- °/ r \ z ES) a i ' • / / \ RIM=185._6' J s5 / 5 / a / t� n \ w o • k¢ 1 5' AIN LIN�C / ! RIM=184.58' `t r ` f /SCO 10,' p} T-- ss____,_____ s..., �_ 55 \ o n ,i -E _II , ply r a ---'2; i w / r �� / O 4 D_______4_ UTILITY I if t /i 1� / \ �1 --// O 1 _ r ��\ • ` t' u1 ac w ii iPOLE CUR#3s3/ �G k= �• •/ 6CI\ WAY • • S . I - �.�..•� - -• • • • • • ul W. ,� o ._...-...,........-z-4....-� vac j 1• • l • 4 iOG WI�t• fes• N-- • • J f S�' ! F 4 1 N(}Q°lf1'31"F 4.07' T------' 0 I \ cry / � ,„. 1.0-r / n r /� / / / a o / / ' O ;�:.'.�.�: 0 % -- ^, z ai —/ �\ 1 ; / 0 rti co w � y D- C� -7 inJ fX N )15.7- ---zire.- - ., 1 ,-5-:_i_b, ;;i.t..1- /• 1 as w �? I 0` ,j -_ / N / TA� ct rn ` V 1 z Q I w N ." Z • 0 -6 i i 0 1 4 *(57..;,-,Tys- — z G,L,5/I. a° ° ) I / / co o 1 ni \ I r 1 • / Ce M / 4' HOG WIRE > / V 4' HO; WIRE lnw- n "' f co ¢.7 F- 1 . n n_ nis d d O 1/46 IS m U a ! ` — ...- r r ( 1 N00°01'1 "W 226.16' / f 6' WOOD- � uLI 0 8 I 1 1 NL UN d � H k•� Jaz JJ_ z n � �'''{J I Lig w a V I� 'r , st" r 1 _ • z2a z o 11�'LT w .{ Uf ff 1 F- `` ¢ifl "" a U1 G� cc \�\ w -. '! �`` t�' La �' ul w w leo Q u] w w I—I .), G-)„ 0 .5. H. GAS RISER i. 3 •• �' I/,��- o, y^ } I--'I 57 . 0 — f w /� � � , , f % Imo . S � W 4' BARRICADE - \. ///// -- ��1 I S4 w C jZ. v ��, ° Cs in I SHEET 13 � \ z_-__" C 1 a m z ':� �' Iii ll'�\�\��,_ 0 1 INCH = 30 FEET ,� u ° u ..I \� I N - N N 30 15 0 30 Z - ...`' !� \\\�,�,f ������y�/� OF M 11 1 W r O J a I •`<,0, 00 PROFFss • w r ' . •- :9. J G p �G1NF . o, Ln • .' 1 o+ IL �1. a s O CITY OF TIGARD w ! hyo R���� c3�' /� (I Approve by Planning 71- I: .. / RENEWS:6/30/16 �� Date: � �% / a O Initials: o ! CD 11 00 CIS !_ : ! / ❑ Gs i i -.- , . :. • • ... , \ ce 30' 30 C�� SOO°12'38"W 274.72' /1 - - ., \ w o = Il 1 // /! (� O A 4 CL c-Ni CL • _ ___ _ _ __ _ __ _ __ _ ___ _ _ _ _ _ __ __ __ _ _ ___ _ _ _F._ _ _ _,__ _ _ _ _ _ __ _ _ ___ _ __ _ _ 1 / rah. , D S' _Ica< I '1 <',, f ii 1—/ o o w ce 7 0,<_ Fe) * 1 * i 1 j ; (Ni L 1 // u U N f I al : 1 ® ` //1 ¢ ? a0✓ at w / ' u wo,f . 0 / u .' . 1 .1-1 / ( ) !1J C] N I ` oo I ko / / m QoQ 1 fn SW 85TH AVE . , o S00 19 38 E 78.43' \��� _ jI! F QI —�— /, cf) , / rl N R 10100 ' j / '. 1 OI - • I . .••I Vf •• --"r .° . - I ♦ . _ .•Q. • .. -. 0.. 'a �. el� , a 4 -do ea +` 7 1' L V L — —. _ _ —�_ O .. . . o -fir O iI1 N .., w ay - , •,. a � \ \\ z :,,, VEGETATED ° ``-� oC V . N o0 © - - \ - \ a v o \ Z U CORRIDOR I r —� ' _ \ a \ wow Nr \Qn M \idort \ \ • -. •,J\ \ / iiiii...... \ v \ Z L7 \ / lir Z♦. " .--I 0 - 1 '' © \° m / WETLAND U) ._.... `.•d • \ / BOUNDARY (✓ ) r /(� Ir.:, 28.71'---\ ! , •.P . •. . , � : ' .• 'P v, F.j..4 4t ' �s ♦ 41..;. . \\\\\ Lig)i - .-- a I •• v • • 7 • „a i I - 1 , I LI, a-,., 1 10 O i L l!'''',4•04 .1 1 P V . v• �� .:d a I V N00°14'31"E 324.07' . P f . . RA:p-0 : e � c� Imo ' - Co 13 ii '1.:i4! \''\i y 1 11 nk_q '3 25, i 1 I 1:1 O SETBACK ©C31 Q00 '7 ui O a i; 0! ` m I lfl IN O ikfilfi Ihfikq'i - 0 1 cl" ON n' CI .'.$ •5 ., .. o KEY NOTES ,• 5' O� r-11 co ',:t , o Z 0SSAWCUT, REMOVE AND DISPOSE OF EXTG SWLK AS NEEDED TO CONSTRUCT PROPOSED = x0 in 7 .\ 1 0 NI ru SIDEWALK. TAKE CARE NOT TO DAMAGE EXTG CURB. er--°--� NOOo011��IIW. 2ZE . 16r O CONSTRUCT 4 FT ON-SITE SWLK PER SWLK DETAIL SHEET C8. 777 r rt - 3 CONSTRUCT 5 FT ON-SITE SWLK PER SWLK DETAIL SHEET C8. z J / - 30'3 f ”„ O'_ — I a g I-4 CJ!. I 0 MATCH PROPOSED SWLK FINISHED SURFACE TO EXTG SWLK SURFACE. / . J ,; 1 s w .: c I U 0 REFER TO THE JAPANESE INTERNATIONAL BAPTIST CHURCH STREET & UTILITY INPROVEMENTS H 1. + _ 1 I PLANS SW SPRUCE ST FOR ROADWAY, CURB, SIDEWALK AND DRAINAGE IMPROVEMENTS WITHIN N a (f) - ` �<` 8+00 `"� THE ROW AREA. W f �. 0 CONSTRUCT KEYSTONE RETAINING WALL PER GRADING PLAN AND WALL DETAIL SHEET C8. ,• m /J �j O __ I 1 �A 0 t� v �� U7 CONSTRUCT STORMWATER FACILITY PER GRADING AND UTILITY PLAN. 4(II!4 8 t7.1 ki\ aW NI V ' I T SHEET i.z a ,,„ , . ... I C2 n 1 INCH = 20 FEET L, ev 20 10 0 20 OF M 1 1 L 0 a • • x,00 PROFFs, GINE 6>r, c.• . _ ce / Jr lop yIiti)ti -/ PRP •4 ',. L. loiri - , • 1 1. `,�1�. :-,' 0, I + EGO ' -? \ / Iti \ ,' 'f i �'Lj,-4.1'26,V6 \�� ,/ :; I yO/V1,R c1,I° \� / / a i. I\ 1. . : RENEWS:6/30/16 1. . .. 1/ I 11 © I 1 1fi IA 00 � �� .: j / O u r rY 1 30' �I l,�l j l r� 11,E f I l 1/, r- _ j ``I I ls1 � J1 a _ \\ ///� LU o 30 it I �) Its // ,�,1,,1,i „„./ - \ . ` I � = % `` o u I 15,:1I11fY,/( muYir . �1 b� '- f !---- / {p �i�my� . -- \ $ ‘\ ; xl il& 1---- �: \� Tf!/i ... - — �.— .'w` —1410. ^ E ...�\� I / afiucMie *h1tllS- / Q Iii ,kms 1 I ��,//11�I `�1ir I I 11"( 1` 41 ,� ' t / / 1 z _ / IgN D eL co r a c �y , Lu q�,trios.,`.,- 1 1 / ti �t1� .j s� / / i r'c i j Z 0 Q' al i I I l I ��r�tllw+ate 1 ! / l / — I / / �� // _I < w IN ,r I I .I 1.1 " ` I l / is is is is 1S IS-- -- --- 1S 1S 15 1S IS ��3� / / \ U ,z_, O / 1I 1 r L,,,,,,....9- \ — _ — _ / \ ` w/ / \ r l L � C1N.f.�" 4 Iof / / / �- ---� \ V •�...:.,•..�..•:*..iz• / ..I 1 INLET LET — 1 / / ti z r, /� • 71 + i I PROTECTION 1 ' — r \ CO < O < 0 / f SW 85TH AVE : .. I (TYP) II _- �� ' - _ // //,,' ! o 1 f f —/ z r"1 T - -I E �� //� � _ w _ I / I I f ~~ _ `...- 1 �\ f \ �"`$ 6 . r a_ _. u�i v. I I y / / J ' Q �1 1= �_ S' WIDE HEDGE �/ —.;` 4 9 �. -- / / I I I •--1 N O /lotto • NflffNf fft i.f�fftttfNN�fiffNHlitft�iff!',fffftfffffftt/f r � � �� • 1 � ° 15d- • • .Q + • v r' I/ / C� raaaraaartirra�ar'...uuaurraaraaasuaajaraaaaa�uraruaraararar.�; \ /•-• f / \ °' N 1 �7L "I""W a- • - _ _. —+�' -- __ .. __ T` \ y 'r • ,a • 1 `raw �� \ \ .� f _ u _ _ ci _ � - � W �° ��, 11 11 a 4. /( • in � a,--` � \, 11EaTAT�ED - / � _ s, Ce ._/ FI;NC / 1 •:,„--- • I \' ` ' -� _ — ` 1 CORRIDO aO1i co VP LoY .•_.-....11111111111, , 1 h. .7 \ / 1 / .(-- 1 / ts) kr)\ (ri ( \ / a - �...�.�,�=rr���_=Mall"iiimil r 1 ilk \ i - 'A.r \ / r/ _ 1 / , O 01 ''' Z . . . , , \ \ _ '. cL , ��� _ _ , \ , \ � ._ �' - - - WETLAND 4;i::; cn �,,, , ! , ,� f \ III - .. - - \\ d i 11. . .. hi,. \ \ `" _- - -- -- .__._BOUND ARY v J Csi LI'f I \ 1.1 Y+ u s ! \\I �+l.���NMI� „' IS is TSI ,�Ir� // / / / Z / 1 / 1 / ' 1 1 \ I , ',_ / .y1. .x ,. f :r• I� i • _ , / \� ! - / BIO-FILTER / Qual) ii I •i:.7.71 I�i�� — — — / / / J I CHECK DAM 1 / \ I. \ �����0�� •a 1 '�: E � �� i I\ _ -- -- / — E�� • r (TYP) / / Q / 1 Yr.. _ - 1 _ ..-• i k \ . _ — — — — — / ;',4';',Itg.......1 ,Ir j ,. 1 9 ,.., 14timx, ., . 1 k \ /I rft- r t _ _ I ,,,, /I 1 -- FF €1_ 190.00 \ f 1 _ --- •- 1_ .� \ 1 c !\ r, ,,,,• : / / // / / / / 1, '�' / 1 _ -- \ y , •... :.�,•; , .•....�.• .. 1 / I 1 / I 1 i EC FENCE fir " Pt ! `' I / ' ! / (TYP) -4 / II r 'i� /' t` I I I I ii TEMPORARY /— :.: .. 1 • / n / / I I 1+. CONSTRUCTION r"`„A.,°'�s! 1 I / co ( _ _ — / ( I ru I l cn O ENTRANCE Ci �`e ! I / co I / — -- �_ r CO 1 1 ``' / co I 1 a 1 co 1 /; a°io / I r I I 11 0 co 1 1 44I,. �, ,�. / / .z 1 1 BIO FILTER r / 1 T / I CHECK DAM / 1 / } 0 I Iffl / / / GRADING •F OW (TYP) 1 171 i 1 _ :' . :• '• • '• / / LINE . cc I I;I 1 :. ® ' 189 . f ` j 0 a �— I )4111000,....„. ypA -- — BIO-FILTER I �. #I ' 0_` ----- 1 .. � �_ P� — r CHECK DAM I I "" TYP I I 1 I '-. .. ' - �- -,- 1 \\\\\\\\� \` 0+00 '� w d. `':' _ / 8I0-FILTER / / , I i:.-' r ��: ' -- CHECK DAM I o a -J r . -.7-_,-.. °'� \ {TYPE / O 77 s4+. • \ \ A\\ \\ 1 1 i At.ir A'. . . ...1..1-j). :,/ ,._ _ .Z r . 14-1 d N\ INLET 8 00\ L.: —` 1 4 I 11 0 P`PROTECTION i I -- 1 f eft%�} U I S E R Li ?IPA, I 1 4 ��,1 �,� a O �� cc II I 1/ _ \\ , ////// I I I ; i- . 0 ��- SHEET 2 � ` •- l , `� .\ I o 1 INCH = 20 FEET C3v L N I 20 10 0 20 OF •-.. 11 W 0 • ����D PR°Fess ��`� �O t N ' /o it.) w ion 'P 4,- I - NOTES: IU'I, !,'�'� 'EGON 1, WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE PROVIDED I / GC 19� �� / BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT o A ��O 26' ,\ 14CONTROLS WHO WORKS FOR THE PERMITTEE. ,L 12. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. ANGLE FILTER FABRIC POV #00... NY R ��FENCE TO ASSURE SOIL -IS TRAPPED tJ e, s3. DURING WET WEP THER PERIOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE END OF EAGH WORK DAY. PAy(r,0. ,GAS ',. 56- RENEWS:* RENEWS.6130116 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING (j a 4• • , CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. • it it i . � �pQRO :.4 ` .Q.'� • • O Y :r i 4 5, ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE ,• - APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. • .V + p �+ •:I•. • •;. Q • IIII 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED / : V it, • tr .v O.••. OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE / • .0' •: •-v4 ,: :•- :Q . _ DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT •• ?wig•• •• // .` * • a ; ,,: , S- • UOF STATE LANDS REQUIRED TIME FRAME. /7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE WAYS,OR WATER BODIES. INTERLOCKED / RADIO$ •+ 25' MIN- -°• ' • :o- • FJ� W o U8. SEDIMENT MUST BE REMOVED FROM BEHIND ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 113RD THE BARRIER HEIGHT, 2"X 2" POSTS :o: �� 55 O UAND PRIOR TO THE CONTROL MEASURES REMOVALAND ATTACH LAN VIEW CLEAN PIT RUN OR 3"- 6" CLEAN ROCK `aP Q�O� OF F,G��' cn O 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT NTS ��O'�551 I I-- COMPLETION OF PROJECT. \AGR * O - H SUBGRADE REINFORCEMENT 1-1 GEOTEXTILE, AS REQUIRED QSz� ri a 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL USE STITCHED LOOPS eL SA MIN. 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE,LIQUID - DEPTH S-WASTE.OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. 3, minimum OVER 2"x 2" POSTS NOTES. ^^ co from toe slope. ■ •20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL L.i.. U < I- 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. 1. BURY BOTTOM OF FILTER FABRIC 6" k-1 0 Z NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MINIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD • VERTICALLY BELOW FINISHED GRADE. BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. '' GRAVEL CONSTRUCTION Z 0 CIC CD 2. 2"x 2" FIR, PINE OR STEEL 13. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL o ENTRANCE CURB RAMP H C~!1 MEASURES,IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. ` N l FENCE POSTS. J W 14. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON `,//�114 3. POSTS TO BE INSTALLED ON '.' U N THiS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.UNLESS OTHERWISE APPROVED,NO DISTURBANCE IS PERMITTED BEYOND THE �� UPHILL SIDE OF SLOPE. •• d PAVEMENT N CLEARING OMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. /�1� '� ' a 4 .d q V V-'. (IAC NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL `� - -. -- `• • 4. COMPACT BOTH SIDES OF FILTER FABRIC / .go q ��� ¢ Z �N� TRENCH. �`//V/�///vw�j. / � �j s - , .I 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT ' U W In O CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. 5. PANELS MUST BE PLACED � / /� PROFILE ACCORDING TO SPACING ON f/�����/���/\ /` �/ ••'r : W C� N t6. F VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER IST;THE TYPE AND PERCENTAGES OF SEED IN DETAIL NO.940 . / / U Ztil c ^ �_ ' THE MIX ARE AS IDENTIFIED ON THE PLANS OR AS SPECIFIED BY THE DESIGN ENGINEER. O Q NTS /� 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT 15 TO DRAIN Ili I--1 THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. NOTES: OTES: - 18, ALL PUMPING OF SEDIMENT LADE WATER Mu ST ST BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT -•;•r •.;•;•;+��;.:+;.;•;♦:.;.;.;,.;..:+i;.;;;♦�y;♦;�♦;�rp;•�im •;•-; t THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF 1-1 CONTROL BMP(LE.FILTER BAG), a• -04,0:;:;::0:44:4:4;-;::�0:ON4:4:44:4C. 44: ;;'. FILTER FABRIC MATERIAL SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN •;.;. :,....x x:44 i.:4044,40: iii:4�:�:�:;0:,..y'ii;,t 4.:. OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER I 4 .1.44��.ti ��:44.`♦01 *•40:1 •.:40k1+::::44:44 40; 36�� WIDE ROLLS 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RICHT-OF- WAY. DOES NOT ENTER A SURFACE WATER SYSTEM,ROADWAY,OR OTHER PROPERTIES. •.•♦♦♦� ••♦♦• ♦ ♦� N ;: DEMOLITION KEY NOTES \0 ry - G ty/oy , . V 1O DEMO AND REMOVE EXISTING RESIDENCE, GARAGE,FOUNDATIONS AND ASSOCIATED 140 r i a A M0/7' 16 1e` . CONCRETE AND PAVEMENT. ,�P �-Econi ce il \ I/ Vi 2 DEMO AND REMOVE EXISTING DETACHED SHED AND FOUNDATIONS. 26, .6\,\,� I } DO C� Q tionry R vt31‘ W I ,�' © lq;c;6 DEMO AND REMOVE EXISTING ASPHALT PLAYGROUND. RENEWS:6/30116 W 16' WOODi is w Q f-- CI DEMO AND REMOVE EXISTTNG DRIVEWAY PAVEMENT. to p I z O y w � --, a 0-- r O 5O DEMO AND REMOVE EXISTING FENCE AND FENCE POSTS. J = i-,-f") r I r a ~ �`r �-, a CO U 30' I '�` r`` . 0 DEMO AND REMOVE EXISTING UTILITY POLE CURB. mceo '°S7' \�1,iI11!1, \1,111I!/,ll// �' o3Q,' � ,�i,lE,l,c L1J o U `�,1t4IrG���`` j \`���� vi,,,,*) 7 IF SMALL SHED IS STILL AT THIS LOCATION, COORDINATE WITH OWNER TO (n � H a .06._ •_ .__. WOOD ,mow _ �. RELOCATE SHED TO NEW LOCATION ON SITE. A 4 I Q 1 Qill I (� .' • • • 1----• �• • -4 I• . ' - _ _ 3 y ,� . O ."*I. .._.. ... ....-. ,'n'.' 01��1 O �--� Crl 0 C3 W I L ' _� • % r,s" �_' - ° _ _ •=21.e. - _- - - ` - js ^s ��� a $ N Ll 00 . ti'11�11 ' '�~ - r :'~`� - "` -" -- �" •r '" �- ---i--.- -� .101 - 1 8 SAWCUT DEMO AND REMOVE EXISTING SIDEWALK. SEE SITE PLAN SHEET C2. Nto . \ �� ��/, l ....^ _ �... -yam" —��\I,� 1��� i ` M a '4,,,-.air EDGE F I I, 01- / ,_I 3a.rt O D = m ri t• ©p 00 I Oi • 6\kI rt ! I '114 4V , , t {!'1 _.l E1 '� 1I 111 '/rw7/1111`''� /!Jl '���\ _ V. �r� / 9 LOCATE EXISTING SANITARY AND WATER SERVICES. DISCONNECT FROM RESIDENCE U Z5 11 11 - I1 9 '1 + '�. ri, ���� �= / � t` O .. cq a �,41� ! / / 4_.A..,` AND PROTECT STUBBED SERVICES IN PLACE TO USE AS SERVICES FOR PROPOSED F—I z O 1-1 C _ i /;s I . i % ! ! ! / / -_ '� • BUILDING. SEE UTILITY PLAN SHEET C7. F z �... s j I 'GI o y '�I'" ! / / I / _ _ 1 I J zwN d `-` f i O ! `` / / i ' 10 COORDINATE PLAY STRUCTURE PROTECTION, RELOCATION AND/OR REMOVAL WITH Z LU Z LU w U N O � OWNER. z . I � ce al to ( `u+ 1s 1S 1S 1S _1.S 1S- 1S 1S IS is -- < r-, Ll � \--,-------0,_ ! ji 1 ! d I CB RIM=1 .89' r� . .:,;;.,,,, ,,, _;�� / ' O 1 = n w . 11 COORDINATE AND REMOVE EXISTING RESIDENCE ELECTRICAL SERVICES AS NEEDED. w ❑ N / . : `J ! 1 I (LYNCH BA IN) _I � („� �. �.- J IE(S)TOPB =183.55' dry � z � � � zoo / o I I dU o I I w _ H © TREES TO BE REMOVED (TYPICAL) CO n_ 0 d Q tYl Ln S W 8 5TH AVE / 1-1 II (11 i'. . � Q I BTM=181.341 --------'-- � o' 0 F — L. _ ' 1 d F- / itr-, o�oF .1 �„ • 1�, I I / { '- --- \ • __77 U — L — �. 13 STUMPS TO BE REMOVED (TYPICAL)„.... ,,, /1/4 _ _ — -- _,I : 1 \., ) _.: 1 __ _____ ___ _ - 0 ?...-' x_;_ ~ '// \ 1 i- 1 •. ; . . e , .. , , f ' 14 REFER TO THE JAPANESE INTERNATIONAL BAPTIST CHURCH STREET & UTILITY ca 1 �, ..:.; w cn u, 5' WIDE HEDGE ii _ I I \ Q R. ' ' a• ' - - • - Ti- ' ' o - I• IMPROVEMENTS PLANS SW SPRUCE ST FOR ROADWAY CURB SIDEWALK AND N 8 — i--- — — •L �� a . ����������������A�r�����%�I�i�i�1�����������+�����It1��1�����+����������t��►�I�I�I�ra�1 w 1�1�e�����������ela�����1��ti* \ / p / - 11 ': • A �. ' a .O is.”- • lr�f •s • R' w e . . _ +�-.+ N g J y { DRAINAGE„, ___, DEMOLITION AND IMPROVEMENTS WITHIN THE ROW AREA. v Oho. ?xb -*�,-- / O _ _' i \ qt,ye i 3 ,O- _ a t ,,x 1-.4 e 1 '� 1 �- N - - �_ , j cti. I j/j 1 stp3 0 \ �, �+f e _ (• a- z dr - 15 REMOVE AND RELOCATE EXISTING BASKETBALL HOOP AND POSTS AS DIRECTED BY C ,_ ,,, , _ ,. s O I / \ P /4 / w \-5'° y co BUILDING OVERHANG C OWNER. 0 z 1H �, { IA 1 //Ifi Ij I ' \\��� ► / in \ac' C} ii Q d c L `� c� ! ` ! 00, 1 U \ _ 16 REMOVE AND RELOCATE EXISTING LIGHT AND BASE AS DIRECTED BY CLIENT. 0 w WI 3 0 a _ _ ---- _ - 1 . �r cn s C) f13 al N • 0 -' ..- *, " a\.,.:_ _/• ! •o Z "' �� LIMITS OF U �. '-' CA ni \ �� / I WORK AREA Lf) ...\1 U) a . °o. . � E-- STF� C UREI l r .., N� �N SCO 0 � 1� AREA _ `• ' (Z) I \1 in r I .�.. I 1 1 1 \ \ s. et 1 n = / ASPHALT / I ' 461116. ! \ d � O - EH PLAYGROUND / F, a �, is iso rsrxst��'` /// i iiil�4 , .�� w z `,. ` u' ' I / 1 �.)� _ CO` ss SCO ss ss ss---�_ ss r / _ •; O i I I ! ® ! \ RIM-=185.6, 'cn ss—._._ s� r - / / /,s u I \ �, 1 5' HAI► / f t • 1 O RIM•=84.58' \. .,. _ - - _ I ,SCO 9%• ! / in ' ikik 1 —v-Luirr r" , t / _ _ y y I 1 } .. - '• UTILITY _m--- " / \ / cn : . 0 / 9 � � - I \_ f - 1 l y 3 POLE CURB z± - ��W�OD •�'ormhzmi -°, / _ -- - f _ -.- �:" �' .._ • �.' • V 7�rmw�,0 ® tri C7 / ' { 1 ir w11 L �: U Y r W,--7� 1 / [ .__. J — i 1 - az � .:..-- :: .. --. .:. -.,',..'.'�.' �.:'. -... ..: '..,' .. .-.: ..:.-. ^� E.E.. Ln I RC' - -- / O c7 I 1IIx 3 ��.. '' ��,� / n r / ❑ •, ' 4� . � . O I / �o Ego T / \ W / 0111 a Q \ ! / �J 1I ! © / W d II 0 � \, ! \ / • � C) - / N ilk 1 / 'Q IOD LI\ I /9r\ ,- ��1111rAok / / GENERAL DEMOLITION NOTES; 0 / STUMP TO BE 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND APPLICABLE AGENCIES A MINIMUM OF 48 HOURS (2 BUSINESS DAYS) �1 O a ° , '.� 1 © / O / REMOVED (TYP)r X -► - ; / I / PRIOR TO START OF DEMOLITION AND CONSTRUCTION. PRIOR TO START OF ANY WORK INCLUDING POTHOLING CONTRACTOR IS TO _ HAVE ALL EXISTING UTILITIES FIELD LOCATED IN AND AROUND THE WORK AREA. CONTRACTOR IS TO VERIFY ALL CONNECTION LIMITS OF cp t\ l) O ¢ o 1 / / / ,/ /4/1 _ / ! �, 1, • . ua • / POINTS WITH EXISTING UTILITIES. CONTRACTOR SHALL PROVIDE ENGINEER AND APPROPRIATE INSPECTOR A MINIMUM OF 72 HOUR WORK AREA ,- I r 1 �, o ! 1 ` .,A >� III \ Ex - ) / / / fY C� 1 ! NOTICE OF ANY AND ALL POTENTIAL CONFLICTS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE REMOVAL AND/OR o uJ 1 11 r c_- M(a ._ z /Z \ t17 / / / ® ,Z, c 1 LIMITS OF 1 RELOCATION OF BURIED AND OVERHEAD UTILITIES AS NEEDED TO COMPLETE THE WORK. co ! s s` ss_r 2 ...... ...... / / U ❑ r WORK AREA 1 2. THE CONTRACTOR SHALL VISIT THE PROPOSED WORK SITE TO FAMILIARIZE HIMSELF WITH REQUIRED DEMOLITION, GRADING AND N 1 u �1 / • H w I ! IMPROVEMENTS TO REMAIN. 1 1 �I ! 41\ \\ © i / _ I / U1 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY AND ALL ITEMS, NOT OTHERWISE LISTED OR IDENTIFIED IN THE ! 4 1�! ` \ / / As J ! r / PLANS AND SPECIFICATIONS, THAT CONFLICT WITH THE CONSTRUCTION OF THE PROJECT. REMOVALS ARE TO INCLUDE BUT NOT BE f 1 1 �jl ��1 Np / / / 7 n� �� LIMITED TO EXISTING RESIDENTIAL STRUCTURES AND THEIR ASSOCIATED DETACHED BUILDINGS, SIDEWALKS, CURBS, PAVEMENTS, o a in ! l� �I 1 z T � 'TO BE / 1 AND FENCING. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DETERMINE IF ANY ITEMS NOT SHOWN ON THE N I I \ i I 1 1 r No = z• � ' RMOVED ( • P) / / \ PLANS MUST BE REMOVED. FAILURE TO DD SO DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY AND COST FOR REMOVING Z -1) corNi1 1 ' / 4' HOG WIRE ITEMS REQUIRED TO COMPLETE THE PROPOSED WORK. �� I / 1 ' _ z U_-J 4' HOG VIRE / I / cpi_i H ! I �� - �_3 r _. — _ _ --- --•-- „-- -- s----, --R- - -�- _ —. - 4. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS BASED UPON SURVEY 6 II p i ! T "f _� c/ i ```^A''� " " "-� �6' WOOD- INFORMATION, AND RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THE PLANS. LOCATIONS MAY HAVE NOT a co U 0 ' f I ' ` \ - BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR THE COMPLETENESS OF THE INFORMATION co 11 p r�1 1 �I // _ r ~ ' `-•/ -- -- I \\\\\\\\\\` • SHOWN. THE CONTRACTOR SHALL REMOVE ALL ABANDONED EXISTING UTILITIES ON THE SITE (UNLESS OTHERWISE NOTED). THIS w 2 V ,-.1 U I -/ / i (.1 # 9 / LLI I Ei SHALL INCLUDE ALL EXISTING STORM, WATER, GAS, SANITARY, AND CONDUITS THAT ARE NOT REQUIRED TO SERVE THIS SITE ONCE o o O o l� , -- / w >- U I LU U WORK IS COMPLETE. ALL SANITARY AND STORM LINES TO BE ABANDONED OR REMOVED SHALL BE DONE AT THE MAIN LINE. a. Ta r-. ' —' /-1 t -J ,__I J z V (Di , "� 0 ,, i wI l La W CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES UPON THE REMOVAL OF UTILITIES IN ADVANCE OF DEMOLITION� \� Iw -' ' _ / \ q © I < pCONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE J� 1�`�� '.!/_� "': a , I I 1- - _. -- cn UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COST INCURRED AS A a \ E.L . ❑ /r 1 1 W in L3- f, /` I uAll ,_` CZ s I RESULT OF CONTRACTOR FAILURE TO VERIFY EXACT LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION IN -:IN Ct \__ �'" �'� THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED TO BE INCIDENTAL TO COMPLETING THE WORK. ALL EXISTING 2 _. I ! , � O I SANITARY AND STORM RIFE NOT BEING USED AS A PART OF THIS PROJECT SHALL BE PLUGGED AND ABANDONED AT THE MAINLINE W a �i 1�' O �- OR AT THE MANHOLE AND BE REMOVED IN THEIR ENTIRETY OR FULL GROUTED. GAS RISER / • 1 i ///� �,. ur 0 A �1 'e 0 _ ' , 5. ALL EXISTING UTILITIES TO REMAIN AND IMPROVEMENTS TO REMAIN THAT BECOME DAMAGED DURING CONSTRUCTION SHALL 8E = u3 ° �� �l (� -FA �. COMPLETELY RESTORED TO THE SATISFACTION OF THE LOCAL AGENCY, OWNER AND THE ENGINEER, AT THE CONTRACTORS SOLE O 0 a J ._- ' iL U \ \ - 1.. EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DOCUMENT PRIOR DAMAGE. •1, v' I _ / I k)1 � �� nn 6. CONTRACTOR TO PROVIDE ALL REQUIRED TRAFFIC CONTROL IN ACCORDANCE TO LOCAL AND STATE REQUIREMENTS. ALL REQUIRED P OE ii k I �� .� I • V ' 141111(114 TRAFFIC CONTROL, AND TRAFFIC CONTROL PLANS ARE TO BE PROVIDE BY THE CONTRACTOR. 4' BARRICADE d j� � p\\ //�/� 1 s�1 7. IT IS THE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL DEMOLITION, DUST AND NOISE CONTROL MEASURES AS REQUIRED SHEET / I -\\ 0 / -� I BY THE CITY AND APPROVING AGENCIES ARE MAINTAINED DURING CONSTRUCTION. // _ - ' I( I/ - 8. CONTRACTTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL IN ACCORDANCE TO LOCAL AND STATE REQUIREMENTS. a. a, ////N/ �; d- in.\ { 9. CONTRACTOR WILL REMOVE AND PROPERLY DISPOSE OF ALL PLANTS, TREES, AND VEGETATION THAT CONFLICT WITH THE PROPOSED 0 1 INCH = 20 FEET IMPROVEMENTS EXCEPT AS NOTED. C 5 Ln 10. ALL DEMOLISHED ASPHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE SHALL BE REMOVED FROM SITE AND DISPOSED OF IN N I I ACCORDANCE TO LOCAL AND STATE REQUIREMENTS, OF 20 1D D 20 11. THE CONTRACTOR WILL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF ANY AIRBORNE DUST NUISANCE AND SHALL BE ESPONSIBLE FOR ANY REGON DEQ GUIDELINES. DAMAGE RESULTING FOLLOWLOCAL, OM 12. THE CONTRACTOR SHALL EROSION CONTROL MEASURESPRIOR TO BEGINNING DEMOLITION AND CONSTRUCTION.a J 1 O J d c\��0.0 P R()Fess � v\G1NEF /S 1 . \ . . . -. \\O \ \ I I I / 1/p , ' 1 r - . //// miliri it 1 - _ _ _ 1 .I j >‘,e, *v., . >F ft. GON \ \ 1 " -----7-7 / 1 tgb Q- \ - - _ \ \ m ,.. - v • ... . ... - Z____ \\„ \/ ONY R`i`l� „, , _ _ 'C , - , 1 `� i !, I \ \ �! I . .. v 1 V D • v RENEWS:6130196 1 -L� 5 1l11IDE HEDGE �/ \ MTS H�ExTG 1 1 • �!° r ° \ - _ r..........„,., , ___ ___:______ ❑ �I �� -- - ,, - I- ) FS 189.59 . . � / 1 L --. ._._.._ .�....- .�.�- " _ "_".� --f v I a.! -•--�. 10 00/ • • • di�i�rRi�iL�i�r�r�i�a�iti�ifi�i�i�i�i�i�i'i�i�i'i�i�i�i'epi'i*r.►t!_��9i�i�iR�itr�itr�ira�ita�i4�i�i�ih�i�i'i'i�i�i�ri'i�i�i4'i'i�i�i'iii'i'a�i4L'a�Pa'da�i'a'i�a�di'i*r::ii'a'rti�ih�i�i�i'a�i�da'i�i�i'i�i�i�Ja�a�i�iL�i'r�r�i�iLfi�i'i�r'��i9 I / I v 1 1 . iS 0 1 - / MT�H EXTG aV �;' • Q. v • a .l_s "-- I f / / 1-- -- .w - i FSf 1' .65 / / z Li IS IS is I IS is ....:_----I--- / ❑ J 0 ---fi \ ` / r c / \ •• .-• - -l_. ._... _. ..- -._ - _. � -- _ �. _ _ __f_ _ _ �. _ _ _ __ _ --• \ a / ° .J = •ci\ \ CO / \ co W / _� 1 ° / - . 111 W I a, / I \ l Q \.. .4 / (f) o I- r.-.) Ce 7 ' v // 1 \\ 11 1 4 • •v • / 1' \ . / 2 N / // 1 `\ FS 189.86 , v `� v. Q Hqr . TW 193.5 FS 191.15 \ / FS 189.$6 /BW191.15 //'/ / 1 \\\ ! FS f 19055 / •I \ ! / ku ! / a 2.4 FT OF SWLK CONNECTING TOO1TW 192.7 MTCH EXTG / I EXTG SWLK @ 5=6.4% CAN BE izia, Z �] . • 1 FS 191.06 1 S f 190.59 \ / Q j 1 BW 191.p7 Fl � • ! CONSIDER A SHORT RAMP THAT ..-...i J W `} . ' y..__Y _ ._. .�._. F..: . . ____ _J _ �. ..�. 1111 FS 1$ .96 IS < 8.33% (1/12) AND < 6" RISE lit z L11 ni U � � T 1•-2.5 ° � ��lir � ° 0- '-i • � �° ! ' . .cll - � v C • : !ismil 1 U IN /.,...7r; \ • _ LLIBW1.15k . � . Na • I s 1EXTG ±184.90• \ U til tD 1 r J ; ., a - - v EXTG f 184.89 r Z a' .� il! cv . FS 189.96 V No cn o N - FS 191.07 / \ v 1 f a � nQ. o � o \ 1 I z, _ - - ti _ f W 187.6 " FS 185.04 1...q Q VI (f) .1. Iill 1 FS 191.02 FS 190.0 v )_- 1Q1LBW 187.1v\ \ . • ^ 00 F• °` • Illb• / FS19Q.99 v� f FS 1159.$$ TW 1$8.3 i FS 185.14 TM v / I Q b 1 "� ! 7:187.0 \ \F' 1191.15 \ \ F 185. \. o E 'q: aL1) . I bp 01 ! / FS 189.921 vL4116 �� �, Np Lf} FS 191.07 FS 190.97 v • , \ N u N / 17 BW 3 85.914 q • � r • °1S ---- - - 1S . .• SIS \\, in (1) CP M j� . TW 192.0 ! / ! �' ° p • • • 111 \ a.� TA BW 191.0 F5 1> 9.71 FS 19 99 ? v__._.- ° C + Is -- a FS 192.62 '" • p TW 192.50 / / / �1 / / FS®5.14 �. ._- 0 __ FS 192.46 BW 190.0 / FS. 190.0 D / / n Q1 I I / - I C =4% . . v tt 7 0 `� 1 I�II ` FS 185.72 U`° \ i / `�. FS 189.9 I! / - / I� ! 1 00 •• v ' �' . p. / Cal L - ' I 5 .5°v: a• I : a /; •vI •/ • Q S=5°4)\. - v °• S=5%a va k4 Fs 185.76f0 cn °'o Tom_ 41 f 1 7 v =`1 • .� -�� :, E E TG FL'f 191.93 v - E�C�G'fOC ±192.43 i / / pp.. FS 190.0 J _ - - - - - - _ ....-•••". 1 AWIIIIIIWIIIIIIII. N1/411111FS 185.8 / _ FS 186.64 FS 1$6.64 CZ) FS 190.0 --�"" 1 �,.i FS 185.84 - - - - _ EXTG FL ±191.77 / 19, ,99 _� FS 190.0 i FS 186.6 �.. 0 g/ - / EXTG TOC ±192.27 �i / FS 189.9 �- - \ I / _ -, - - - '� - I v� r I / - "` / - 5 r I I� _.---• FS 186.6 1•I.9 r _ __ -- ...- _ - _ - Li) - _ r:. :" .T.MMiii7 \ - - - J ( \/ FS 189.71 _ _ c 1 \ ! / l/ k f I FF,E-L 190 . 00 _ , Oiliiiii - /71 / ,, / / / III f / / Wilt , '':.:::iiii r-1 A L ____ / / / 9 yaa / I r--1 ! r / ! / . ..:. ..:..::.. .•:... ...:: . ' 1 GRADE PLAY AREA --• / 1 / f 1 \ � : `: ;: / / .v 1 SURFACE FLOW LINE 1 1 I I / I I :: : 1 TO DRAIN TO CB / / / 1 1 / f j ?CO 1 RIM EL 189.15 � ril / \ : ili ... ...... ... . . . / I 00 /I I iMii`` j Q1 1 / ! / 1 Ti I `' `:.` '. . �. s 1--1 o / / 1 / / I - �/ (., . . , ... .. . . . . . . . „......„ • .... ........ ........ . . . :ii :: iiiii:i,:ri,:::: ...,,„ . 1 .„ i La omTm -f{ ! / 1 / Ii:ii:nm.:!iiieTh ill//I / I I o ,..... , ail ` ` , / f / '� / I I v+ m 7-1 / / / / I 1 ! / (NI I '-"� f V 1 7i. :',7.!i.7 ' '' 1 I / / 00 / / 1 `� ! ,--1 I I ! - -----• N a Z ` v 1 / / I 1 00 1 • ki 1 / / I -"i`'- `i'i "i`-: ``� 1 / FS 190.0 / / / 1 1 1 l. . .. ...... I / / / / 1 111-e I r >-: Z ` ``' ` ' RIM 189.15 / CD 1 . :;.;. .i' i' `iii 1 _ 1 / FS 90.E / / / / 1/ i / OO I I I / ii$M. .• . \ / / 1 I I / a I--i iigioviiii :o I I / ! / •/ •c 1 I I / / ce1 -1'� i;:::- '::::•'::: a • J T 1 / o/ ! I I / I FS 189.94 , / I ! / m - .. ' •- •1 / tit'=/ ��t•'. , R, a / _ :: GRADING FLOW V1! / ;r,•��R t .1 `' ' ` ~ "` = a V • ° • FS 189.84 / / / LINE / 11,041010� r-t ji `i [i ''.•: c:''i= ` ' / stw,' .�jR��!: OW ....,.....,......,..........., / ______2 . / !iiiiiiiinliiiiiii!iiNi::\ . i. / , .i\ , ,, • -- FS 189.64 / 3 ri'/ ,JL( * L V FS 89. R' '` . / - �- - ` - - _r / SHEET I IJP u -' / I _ / - r •;:a:::::: :::::-:.1-::.'"'*:' 1 INCH = 10 FEET' ' '-''':::'''' / \ C611 \ \ C6 1 1 In \ 0+00 / 10 5 0 14 OF M 11 r O J a. 4\- PROF`,ss f ,�. . - �. < > r L ,REG.N 1 �: y�Y2B,1 ��f,�� LU b \ Fj / OM,R�! AISC7 / Q ii +� I'. •; . . • . / RENEWS:6/30/16 w • !! r� 7 12 0o I j . , I ❑ �� J = 4 I ! /. • • // \ CO U 1 �1,�I 11I/ 1,��1111, _ 1 I�11 L5J / /.I o ice_ 30' 3 / ���i r //17„ ��1,Iltir� 6. ` \ l / `Zs 1 \ w o U i ..„-- \ _ — a =te _ — —_ - a y e• w-44 .-- 3 . g o `� / N_ __' _ _ _ _ '_SDI _,..I6.+t l��ui. �� '�= f' — r -- - _ ) �. s•e + 0_r e ; c: / V '- Q ,/.1 ) I 1 /7 I 1 11 1\ / I I�I'� Ij--- /- ' .... ...---- I ..- ! 1 1 / 1041 D °- : / 5 1 r— O z w f.: - - 1 e-, i tx i I / . , , LLI , - 1 I iftl fi l 1 1 / /r / _ ' / / z w NI / , y i I / / . r y �'J I w UNIo f 1 i \I is Is t s s s 1s Is' is is is is �s �- r / _ \ V d .ii i ILI to \-1 / / j/ / / \ s-s. L./) •-•'I' c . 470:4474W4101.....;tit.' / . . ; I j / / f / ` /' // // / _ r -/ Q � Qm E l _ - - / 0_ 070 SW 85TH AVE l I - _ / I- -I Q m 1-1 / I / �s ., °�` ;�. \\\\d1 / r — \ — _ � Ii _ a _ f/ iii \ [7 :7-7-1%. , ! , 1 1/1 . / 5' WIDE HEDGE /i J f J \ .• a . • •.q° . ` °a .`�� `� i I I — i N Q — — / w - '�•,�.�. .r.� ..}Y:�� � •` - - ! - - 4 • ;r a v / I l ( / u • Ji�i�i*��i�i�i4�i»i�i�i�i'rti'.��i�i►a4�i�i�i4�i�i''Ni�i�J��ab�i��ti�iri�i4�i�ia '4�i�i�i�i�i�i�iti�i�i�•elo ' J \ \ / sy r / r /� v ° I V. v —15" . ° l d . _ ti P I \ / �= N �r 10100 -- - - s I\ 1 ... \ \ ` / f ma) in .•Ii / ..... _ - J w I �% ��- , r �', :a D1 0 1 - ! VEc'ETATE D - ., o ,i "---. .."'". Ce // \ / P ._r v ` `. ~� / f///, ' 1 1��\\ / 4^ y // I O i' O Lc) . - \ --, LIJ ati_L-- ___, __________-.------_-_ ".: , \ [ - - \ 0, 7 „ D, ,,,,,, ....._ ...... .._ . . . • . -- / I . fa 01 \\ Ln ( -- -7) - .:,t \ \+ L.L / / , ° O ,teF- > ' ' �. y Y 1 - .r., ! ilk \ v. .v'. -� r -,� J / --I I— Ln \ .LL I l� \ . ; lig ,. - \ �_ , : .� _ _ - / 'WETLAND 1 \, / I . ..ca1 J� I , � '�7 ! -,�:- BOUNDARY �/ J • 1 `� (n �' N al Li) I : o0_ :• I \ v. _ • I5r , .Q �.' 1.-•E � ' �' ► :-. ,__I / / r1 , _ " W I \ p_I1 \ r, r / I vis lr�r� // / / z1 \ 1 , . . / / ° �;s�4•%• :� o / / / N' / — z /1 \ .IIIIIb,_' 1 / f \ / . J 1 v' s 5=50[0 ' • • ;i' :g_ 14.- r' / — — r / / , . Ji 1 - • • 7 t / s / \ - _ � � - - fnY __ ` . I I mow` 4 • i Lit ! �. FF �L 190.00 / ti L _ � 1 t _ r \ -t,, 1,?•- / L _ / / / / *. _ : _• 2 .• - \ 4,:��: o S rc 1 :�<�,.- � I C7le / � oma /°•Wol rn t / / 1 IF . 1 / I / lc 1 _ 1w _ " "I 1 / f 1 / I ., / f; I co / / rkl ® t I / m / / l i �' 1 1 192 192 �, V r ., • / rn / o-0 1 I I o '.' I ! c0 / I -, / / , , l fPROPERTY m I I .;;.�1 I / i0 / ! 01 I I, . F � / / / i I ml I / N / 1 - - / / / y I / 1, ,7" LINE/ 1 ;,47 b �, t t . % / l 11;t1t14::::i f 1 4 "; 1•. / / GRADING FLOW !�=;f ax r� / / / LINE f_______ __Li?i,' EXTG GROUND z. ce i I �.r ® ti / %� s�' @ CENTER POND n I I 1 ,10.11..i,.4-: I R9 , / ti / o I l \ \ / / '' i ! �� .___,z,_...7._______-- ' --- r� / 1 / PEP.MANENT Q. I I ,E _t,. 11 ,'M" / --- --- - - �� i I POOL EL 180.4 ! / .a , '_ ' . - c/ 1 _� �. . / -- - -- _ _ C - 184 - 184 i 1 ?Jr° 1 3H : 1V SIDE mZ I I \1 1 . / __. -- -- \\\\\\\\\\\ ` \ o+oo Imo- 2' MIN SLOPE EL 180\\\ \\ \\\\ wr I 1 I � r, , , —` 1 \ 1 J 1 'f / I TO TOP OF POND o o ❑ - , 4H : 1V SIDE Q SLOPE IN V �� OUTFLOW CONTROL Le 1 i ,j �.'.I , •_ ) .1 / \ PERMANENT / A (. ��\1 l IR: // ' . .:� Ii l _ 1 I S-RUCTURC `\ _ POOL N Q J \\ 1L._ 8+00 RIP RAP I / FLOW SPREADER POND BOTTOM g � I I EL 179.5 GAS RISER / - I �i~ °1� I /, 1 176 176 .. r Z , �r l r ` ����, I 1111Q POND SECTION w -,.::t iloopprAio____ 0_ - %- , ' \� ��/ri — 172 1" VERT. - 4' 172 SHEET 0+00 0+40 0+80 1+20 C6 4 1 INCH = 20 FEET Nclul 1' .1111111111.1 I 20 10 0 20 OF M 1 L] 1 w r Q a a ��9�Q P R 0A-Fts,s cD �GINF /0, ---- --- -•-•- --f, ,- < ...... / iAt `D f Q .1 /,�Ir %r, 'l.� I _ O �-. �]• ' .'EGO I Q I / f vg II I ii I II :' y Y 261 1‘10�`v w II © X' Off,R. vi C.7 li 3� p ii Q I / _ RENEWS. 6/30/16 w o I. / o _ r / a; ),. - .; - • / / 1 zi ° /\ - ---I 1 -: 7 \ a � U 30' 3OI' ��5) ! W ceo cn I / � - will O U (1f) o o © a / VI ' O 0 +--+ r‘io cr? " _ � _ _ � - __ _ - _ _ _ _ _ ^ , _ _ � _. -. _ � _ _ , _ /CB RIM=182.36' / N a rn .; LA N �. �� 1r _ � � _ _ __ � � ._ - -- - - - -� - - - - \ - \ � _ (LYNCH BASIN) ❑ / o m 1-1 co COr II II 1-1 . 1 I:•� I 1 (WATER)=181.01' // co I I U Z H. ;I 1 _ oo c� �•° .I 1 ! BTM=178.81' �s� n N.N ~ z = r I 1 1 / / j II '-' w h- F- F; I `,-� ,5- / _� 0 a N w wLi- C4 DN' n9 j • 0 4 ♦ / a, iD ,-' L i cn z a' / 1 0 is is is is is is is is is is - 1S / Q II I Q Z d cY �t a..4i..:'....,.,,,, .r�' / I..,.` 1 CB RIM=184.89' DMH RIM=182.72' / 1 ,-.-, a Lj H II tf1'LLJ N ' ` (LYNCH BASIN) IE(N)6" ADS=18 /82' U U z 0 LL. H m // I. -p. IE(S)TOP BOX=183.55' N IE(S)6" PVC.-----141.771 / °- CO < o a a SW 85TH AVE ,! BTM=181.34' ! I ;, �/ / p-8-_` ^ CCo H I a 5' WIDE HEDGE / -. a :. - :. :. • o tn in I v: o H1 - - -''�'-� rrrrrr►rrrrrrrrrrr rrrrrrrrrrrrrrr♦ ►IAWA trrrrrrrrrrrrrrrrr♦ / ' r: • o '. - '•d . a S . ° i5 - ` ,) , • '� ° • s q q p n / Q) N V W 2 LLI (.900 Y••auaauaaa•••uuriaaaaaaaauaaadiaaaa•aa•aa•a•►•a•• •au►•► J a tfy p v , . . .- ai��'. i _ s\ hhzr� J --, -- \ L o 3 -----3 a ` CON , .n VEGETATED o° o Li .--, Z •--H OLS °' a , .. CORRIDOR �, a w 1,-, 1 v. . O II / / Qom. ♦ � I Ute .. U � CDup 2 \ •°I \U4&lin ce .7 ��, b .�. = -1 . . . DCB \ vi ` I- 2 W xr+?�sx ? G' - 85.05 \' ns 0`.9 LL , CO-C2 LL m ,--� m \ d 1 ®® .: IE OUT = 182. '5 6" W) tt ° GR=184.47 WETLAND ir, nmimecormosiki (n 6„ r 1111 SCO IE OUT = 178.73 (8" S) \ 1-• .. r- /� `i, f35LF S '� + ,1 ` BOUNDARY v J ra • �: CONNECT TOS \ :- is •r� . Ira■ x�l� 1, t1l - (` 5•-• r 4rill + ' • . .. BLDG ST �� °E + . � r '� ,•.-� .. S v° .:. -- r y o. - r ` _ -is 1• • 8 PVC OUTFALL z - N x + r I• O� a r� 1 k p o s .. .ti,� � ss - ss ss--- IE = 178.25 -'i zLc, r: Q ,--+ 1 • �, n . - I. -- 6 011M=184.58' U 1- 8 X 8 X 8 WYE ---------- ,ss_. ss ---- t-•+ N. ,-•1 N . �._ ;._� O �N ,< <, „ ss ss___�_ SCO DOWN 3.3 ss _ O n ' H r �� -a 4• r. - - I •` ••� � f ss--_ ss II T-+ .-r b + r,1\��?___ • 4 . Q _ RIM=183.12' ❑ ss---�..-� p ! II M r 1 --- 2 I TRAPPED CB FCS-C1 _ _ R Fw U° a co RIM=181.00 ---� ' I I GR=189.$2O� ----�0 ,. .,, 1 _ I IE OUT = 186.41 (6" W) CO-B1 IE IN = 179.80 (8" E) 0 98 .:17.1'..i.'.:`' ` •� W W CONFIRM EXTG WATER METER IS (8" �� 1 U) H H A 3/4" METER AND COORDINATE 111%•';' ` r GR=1$9.5 IE OUT = 178.85 SE) I � 11 `� ' IEOUT = 185.16 6" W - _ _ I .:.:.'°`, SEE OUTFLOW CONTROL WITH THE CITY AS NEEDED TO I ;, I ( ) STRUCTURE DETAIL i. 8" PVC - _- ss RELOCATE PER CITY NEEDEDP.D. 4: It- «r • . „ i�� 24.41LF@5=0.5% . ' CONSTRUCT 1" WATER SERVICE u. "� ' ° ' 6 PVC -�� °.• ' ° $' PVC 8 PVC 95.88LF @ S=0.5 /o u`ni ' 84.54LF @ 5=1.00 /o \ o DISCHARGE FROM METER TO BUILDI VG / 7 ,400° •----•- 1 r i.1101 :, 6" PVC ° FLOW SPREADER 9 00 WATER QUALITY ` 4.00LF @ S=5.0 /o ,. -- 75.78LF @ S=3.50% & DETENTION POND I 8" PVC POND OUTLET1 1�� .'n " : IE = 180.00 LOCATE EXTG SSWR SERVICE & °' ,.. z ` ' Y':,b. .; ° TRAPPED CB VERIFY SIZE, DEPTH & CONDIT ON u " "' 8" PVC OUTFALL CL 50 RIP RAP / '; , , • -r GR=189.15 OUTLET PROTECTION AND PROVIDE VIDEO INSPECTION -� I ' IE OUT = 186.0$ (6" S IE = 178.5 FOR ENGINEER APPROVAL PR:OR 1 ':', ) • : : AI 45° BEND TO EXTENDING TO BUILDING @ INI: ,_Ik Sv, T .1`Ia. ' , 6" X 6" X 6" WYE IE = 185.56 8" PVC c� EXTG PIPE SLOPE & ALIGNMENT. ; : . . 6" PVC;YkA'a, Z. r ' 6" PVC5.82LF @ 5-3.50% 14.14LF @ SW3.04% EL 179.5 {POND) o a5.25LF @ 5=1.00% 1' 2'CO-A1REFER TO CIBC STREET & " 7ill): •- "�rgi--sur 45° BEND 6" X 6" X 6" WYE EL 179.25 (DISCHARGE) onUTILITY IMPROVEMENTS ° . s � �� �' 6" PVC 45° BEND IE = 182.66 GR=182.47 N PLANS SW SPRUCE ST. FOR • i IE IN = 178.93 (8" N) I w . - 4'" c > c _ 4.57LF @ S T 1.00% „ a,� ?y. i� ���,\1 STORM IN ROW ; ��,_, i �1 r, 6" PVC IE OUT = 178.93 (8 S) 04 1r, ,, ,� I � a ' 9.83LF @ 5=3.50°/a �Nitir '4 `..R;t �•�+i�VP 400P 0 1.---00,1-40"*1fes ♦,4040.4. in co • -1;5 -.L=@ -.L: ....._-.... r •••e/Alt. I OOP- 4.11• the \\ iNi w ��+ t41, •� r*moi. � \� c NI I � U I RIP RAP '�\ �Y\ - to co ~ - "_. 45° BEND I _ \- 6vc (CLASS 50 SECTION A-A '� II LLJ �'--= <00D Pry apes_ TW (TOP OF WALL) +°‘ / °G��' ELEVATION (TYP) '•"EGON� r5' MIN. F 49, )'26,A9 N,44' I i CURB JOINT SEE NOTE 5 yONY R\110' f I5 l 7 2% - r r`•.. c •s:: "; � RENEWS: 6/30/16 ROAD �l1:x:lir 2" OF 3/4"-0 CK Ait11( Ir,�f ,A(6,11 Ir,\lo(1 A 1 -1E=11. .hh. COMPACTED SUBGRADE f FINISH GRADE � � !`-1 � - v I BW (BOTTOM OF WALL) Q SIDEWALK ADJACENT TO CURB MECHANICAL PLUG _- I I (• 1' a'` ELEVATION (TYP) Al-it.... I I t 1 I�I ,•1 11 11 111 11 11 11 11 III-1 '-'� 5' MIN. 2"THICK CAST IRON GRATE +,,� d cGSEE NOTE 5r ( MAXHINGEDLID FOR W O = ---2% .�� - 1/2" Ill WITH CONCRETE BASE FOR STREET CLEAN OUT DRAIN ROCK, PIPE 00,, / WALL EMBEDMENT co. U ; io AREAS ONLY. PVC ACCESS BOX z & BACKFILL PER Ivm / PER MANUFACTURER ' ~ ' '•�.•--°1 TO BE USED IN "YARD" AREAS. MANUFACTURERS (Ir .4 0 T �` I�'ll�„ „ „ �•. RECOMMENDATION *-� 45° ' RECOMMENDATION ��� � N a 1-1 ••••'4•. : II 2 OF 3/4 -0 ROCK � �.` .�•111 1T1 Q 11 -�- ` COMPACTED SUBGRADE , f a - PIPE AND JOINTS TO CONFORM TOr� ` --- SIDEWALK AWAY FROM CURB Liu A.S.T.M. SPECIFICATIONS. __ 1 8TH BEND = ' c !! p / 111- H-LL[ 1 SI o ! IlJ Ce 1. CONCRETE SHALL BE 3300 P.S.I. AT 28 DAYS, SLUMP RANGE OF 1 TO 3". _I -- 114,-- -ad . .I 1 II,!. ._.1 L1J I- 2. PANELS TO BE 5 FEET LONG. - ' `4 1 r in f11 t( MECHANICAL , "v ,• ; 4' i4 R 44 � { - W U WYE I p�1i},Tl��i�." � � nwa� "��..��� � � Lir TY N N. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, ■� IN "' SPf[isiliffA111 ItiitiTelettia �i`i1= UTILITY VAULTS, SIDEWALK RAMPS AND AT SPACING NOT TO EXCEED 45 FEET. PLUG IF END �-�....7� ` ON PLANSHOWN _I _ 1______1 I --- Q Z a al 0 OF UNEPUNE 4 STATE APPROVED 45° _ I 1 U Lu O 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB. THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT a 1.1..Q.Q ° •.,.I•Q•' 4••` et 4 _.Q C 1/4" PLATE \ I _� I (1) '1' 24" SQUARE CB - C1 N WITH A MIN. 1/4" RADIUS. BITUMINUS COATED LEVELING PAD PER MANUFACTURERS U W z PIPE BEDDING RECOMMENDATION W Q o < 0 a 5. SIDEWALK SHALL HAVE A MIN. THICKNESS OF 6 INCHES IF IT IS INTENDED AS CONCRETE SUPPORT O 8" CAST IRON "NO HUB" SEWER PIPE In '--' PORTION OF A DRIVEWAY. OTHERWISE, SIDEWALK SHALL HAVE A MIN.THICK- BLOCK n r¢-% CO I- y NESS OF 4 INCHES. NOTES: 6. FINISH WITH BROOM AND EDGE ALL JOINTS. 1. KEYSTONE WALL TO BE CONSTRUCTED PER MANUFACTURERS CLEAN OUT CATCH BASIN RECOMMENDATIONS. 2. KEYSTONE WALL TO BE CONSTRUCTED ON COMPACTED AND LEVELr1 E SIDEWALK DETAIL NTS SUBGRADE. N S NTS • 3. IF BASE OF WALL ABUTS CONCRETE SIDEWALK, SIDEWALK EDGE 5 r NTS TREATMENT AND OR EXPANSION JOINT TO BE PER MANUFACTURERS in (31 u1 RECOMMENDATION. u KEYSTONE RETAINING WALL ' av 7-- TOP DF POND NTS O , EL 182.0 ` D o Torn rn * *!,;•..16y.•� RIM EL 181.0 f`• 'a �M it CZ) CLASS "B" CLASS "A" ' •, MAX. WATER SURFACE EL 281.0 44 r000. . �� a c SURFACE RESTORATION MOUND EXCESS NATIVE MATERIAL *e . • -ani •V, .3 AS SPECIFIED OVER TRENCH TO ALLOW 3" MIN ► tlyd �� 1, 8 .PVC FLOW CONTROLCommi) FOR SETTLEMENT s ^ ,,.'•.M 7'-0° 8'-0" PUE .--\ ,'9.(- STRUCTURE INLET EL 180.0 11`r �f.. � 8„ PVC OUTLET -4. • � 5°-6" _....] �1 �I IE 178.85 : . ia=. SIDEWALK I' • -41W+►e`a'74.70-.4",...-.•••• . • •I j'�' W%-_,--A \ -:ViO�.��` . - '° 1 �1 V0 :i.:::;;.:; �� 7r .z.:,:... .,... � �- , 4 ���+�1=��� rr,�,' �\- WALL SECTION AND L � _ • ., _- 1.�.�.��. .�. .��.�. �" I °e' �° • 12' NATIVE TOP SOILS w;� ►' 6" MIN :�. °.. ,,... -' '1 4"� �� o _ V ter. •.-r.,.r- . ��. '�. *. ;. �. ,. `.`.�• INTERIOR DIMENSIONS . .r:,.,:.-+l f,7.. ,'rz'r.' I�'-_ I/////// ° IF TOP SOIL EXISTED A � �a.•w-mow--_�S�_:a__. •� /'/'/ /• •/ I :' 95% COMPACTION 90% COMPACTION PRIOR TO EXCAVATION. IN ACCORDANCE WITH -. ���' 4r ‘,',k,,�1�,-f ` SA, 44. f • WITHIN 48" OF CWS STD. DWG NO 380 30" MIN SERVICE LINE DEPTH 12"x20"x12" ROTOCAST METER SURFACE FRAME & GRATE PER BOX, W15"X7" CAST IRON READ ° 4 UNDISTURBED A - - A :: 12 MIN CL 50 BOTTOM OF PERMANENT LID OR EQUAL CWS STD. DWG NO 320 ` RIP RAP @ INLET POOL EL 189.5 �907i COMPACTION NATIVE EARTH? UNDISTURBED ED BELOW 48"oF MATERIAL EL 178.4 i `4 ORIFICE PLANT& GUIDE ' SURFACE \. a,: 18" MIN N SEE CWS DWG NO 730 SIDEWALK ADJACENT TO CURB ' '• • : •=• "d••. ANCHOR TO WALL WITH "" STAINLESS STEEL RISER - - 5'-6" - 5'-0" . y 8'-0" PUE DEPTH , `3/ 0 a 4 d•c NEIL,v, j 41111111111k -a .. VARIES \ in ► 130GK -•'d. , 6 CLAMP OR 2" MIN. STAINLESS �, `-t•'-• STEEL BAND AND STAINLESS 1 -6 h- -. vw STEEL ANCHORS. MINIMUM �4. • '• ` 11710 " 2 PLACES. T- i ! l`I /�/ ���/�/��1������/���1/2 SELF TAPPING CONCRETE /�� r!�!`!�!�.;; ;;_,;_.._ .::=-_-- / /' 0 3 4"-0 CRUSHED .40:7,:; 1,4-4-• `��g �_ ¢ - ° - ANCHORS, PHILLIPS 5-12 OR .- ;;.:;..,,,;. l�l � / z II / °.'°" a°` ' 4 . _ a > ° 1/2 PIPE APPROVED EQUAL. „ • • • f ROCK ,,.. o -.~' t. - ° ORIFICE TABLE PIPE ZONE o - .' : O.D. PLUS 6' SECTION A-A 1/2" X 1-1/2" STAINLESS STEEL 30 MIN SERVICE LINE DEPTH • , ► t N ,`` a ° • •q6•• CLAMP DETAIL BOLT. ORIFICE # SIZE (INCH DIA.) ELEVATION 12"x2D"x12" ROTOCAST METER .• .• � BOX, W/5"X7" CAST IRON READ 8�°10° 80�o° OSP 00 0 8°g°0800 / ° o ° 1 2.9 180.00 LID OR EQUAL p�° o ° $off Oa'oo ° 3/4"-0 \\ o`b�8Q 0 0 0 . o0 Do 80 0 0 - 2 3.32 180.30 0` a PIPE BEDDING \/ 0 f, 0 0 0 00 0 0 0 0 0 0 0 8 0 . on ° ° ° ° ' 0 0°00-421°§'S.\/, NOTES: a 80° ° ° cps ,,,,,/,/.. 1. CONNECTION PIPE AND TEE SHALL BE 8" AWWA C-900 OR ASTM 3034 PVC. SIDEWALK E WALK WITH PLANTER STRIP AT CURB i ��00.7 0°.�X800°0 0 0 ° O o ,0 acct 8a: o \/�,j# j , 0. '19th `'••!er+,i � i RM TO CWS STD. DWG NO 380 AREA DRAIN. 3. FRAME AND GRATE SHALL2. STRUCTURE SHALL OCON ORM TO CWS STD. DWG NO. 320, CATCH BASIN FRAME & TRENCH STABILIZATION: GRATE. N IF REQUIRED, TRENCH STABILIZATION CUSTOMER SIDE m 1/2 PIPE O.D. PLUS 4" MIN. FOR PIPE SMALLER THAN 18" 4. PLATE AND GUIDE SHALL BE SECURED FLUSH AGAINST WALL OF STRUCTURES AS APPROVED. 1/2 PIPE O.D. PLUS 6" MIN. FOR PIPE 18' AND LARGER SHALL BE SPECIFIED SEPERATELY AND PLACED PRIOR TO PLACEMENT z OF BEDDING MATERIAL _L _ w ..._1 O �� 0 0 b OUTFLOW CONTROL STRUCTURE NOTES: '71 rSEE PLUMBING CODE ''-I TRENCH BACKFILL DETAILS _ 1. SURVEYOR TO INSTALL TEMPORARY 00 : �1 FOR DEPTH OF E•Ll NTS NTS HUB AND GUARD STAKE OR �!�: ..L �+ COVER `° GUARDSTAKE AT LOT LINE FOR ,�z �.-.-k=._iI'-... N a 0 Z METER INSTALLATION. i h'' ":'.-`:`: ►"�''' {.n 2. TWO TYPES OF METER BOX COVERS -WITH TOUCH READ L -WITHOUT TOUCH READ 314"- " ROCK METER (CONSULT WATER DIVISION FOR TYPE ANGLE BALL METER VALVE - m REQUIRED) MUELLER B24258 z a 3. CENTER OF METER BOX TO BE OFFSET G 518"X 3/4"X 1" OR EQUAL Qa 1' FROM PROPERTY LINE. 1"TYPE "K" SOFT COPPER TUBING - a o SEAMLESS SHEET z. C8. GATE REVISION _ NO SCALE 10-27-04 SPECIFY METER BOX TYPE 1„ ENGINEERING DEPARTMENT 11-03-04 ADO THE PUNTER STRIP 3/411 & 111 DWG. NO. O .' thfi IIII'� • 13125 S.W.HALL BLVD, OF VOICE:(5"3)fi39-4171 WATER SERVICE 520► ��I�� TIGARO,OREGON 97223 CITY OF TIGARD FAX: (503)684-7297 Q OREGON J a -.c s,PROF.ss `. ‘-‘GINE o 28" �B SIN 1406 t�ril27" s' STAINLESS STEEL CHAIN OR CABLE (/�ATTACHED TO ORIFICE PLATE AND !!� ° -, STRUCTURE AS APPROVED. CHAIN OR CABLE o R ON • . . SLOT SHALL BE n PLATE TO BE REMOVED FROM GUIDE. ORIFICE Gz 1°�R A. i 1 _ SHALL BE SMALL ENOUGH TO ALLOW ORIFICE v , - PLATE 1 X5 CENTERED 'Lj• 26, >, I _1 15 t..__— • A IA d LT A.., g FROM )6" HOPE D IDOR Y4' STAINLESS STEEE TO BE L '7°I)/YR-Nil�� /b1(% 74- 1 �' ' RENEWS:6130116 gyp. 5/8" X 3" BOLTS /2" N 1/4"V 2 EACH END i, A lit" �I11► •. A °p SEE STD. DRAWING NO. 320 2"2 Q 1/2" » �SQ. EDGE FLAT BAR N 4 4 f` kaali% `4 f FOR FRAME AND GRATE —�` SECTION A—A PLAN VIEW —J u.I 1".. L 9 I= CO 3" x 2 1/2" x 3/8" ORIFICE SIZE • W o'' - ANG ORIFICE ELEVATION :Um T�'P• B AUGN INVERT OF ORIFICE TO SPACER REQUIRED FOR O 3/4 I/ . 1 . ' INVERT OF PIPE. MULTIPLE ORIFICES ( Jn O M1 EQ I• - 1 ��++0�� U} w • . 3" BE CL 2 I-- PLAN j . - • a ' 8• FOR ,Rm fi• l1 I ! 1 PLATE; THICKNESS +t/4' ^^ r� m f - FOR PRE CAST 4 1 1/2" MIN. L.L U Q b a TOP 0 GUIDE EH Z y 13 1/2" B 3/8" X 2 1/2" FLAT BARS 2 1 2" pH .` a ~ 2 MIN. / �3" B OW GRATE z - 1 A 4 j W < in AT 1 7/8' ON CENTER d Ga '� 3" O r"""J O O ° fV 2" r II IC II ir Ili 'l 1 I I .'.- / U o F: 1111 D co �-10" MINIMUM--+"- Z UT ti)'a (L.) < .... a. CC d- ` BARS d y I U LLE � 0tQ .r, - Ito • • II 111111 in m 1111011011 3/8" ROUND 4.• N2 ., o• N • z ce , II II I[ 1111 11 N111111100111 a _ 2"NIIN. ° 0 m .--L n < co . • . , IIII I[ 1[ I[ III lIllIll1lflIlI �� a • a' a :y q4 , iwa •• • a - a, . '"~,,, goal- � IIIHHIOIII IH1IOI1U1 � _ d L 11111101101 III � II � [I [I • �• � �� o � SECTION A—A SECTION B—B 4 ° • ° N °u 2' L,II II al 11 ,11 II,a 1 al II al II al II IIII y N NOTES: T pp B 2' 1. ALL PRE CAST SECTIONS SHALL CONFORM TO REQUIREMENTS OF ASTM C-478. ORIFICE PLATE GUIDE SHALL FIT STOP N Q1 N 1� ' DIA. WIEEPHOLES a) 2. INSTALL STRUCTURE ON MIN. OF 8. OF �+-O" COMPACTED BASE MATERIAL GATE AND INCLUDE BOTTOM CHANNEL ..n u 3/8" X 2' FLAT 1 TYPICAL BOTH ENDS 3. PRE CAST REINFORCEMENT SHALL BE REBAR MEETING ASTM A615 GRADE OR WELDED ORIFICE PLATE GUIDE. 0 BARS EACH END PLAN OUTER BARS AND WARE MEETING ASTM A497. x }aim 8" EVERY SECOND SECTION B—B 4. ALL POURED INPLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. AND A SLUMP __I INNER BAR OF 2" TO 4". a� 5. CHANNEL REQUIRED IN FLOW THROUGH APPLICATIONS. AS APPROVED. ALL OTHER NOTE: s �- �, APPLICATIONS REQUIRE AN 18" SUMP BELOW LOWEST PIPE INVERT, X" SELF TAPPING CONCRETE - - - FOR MULTIPLE ORIFICE APPLICATION 85 0 u7 6. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOW LJNE OF PIPE IS GREATER THAN ANCHORS, PHIWPS 5-12 OR a 4.. 3" ID %ID A MIN. SPACER IS REQUIRED AS 48". SEE STANDARD DRAWING NO. 100. SET FIRST STEP 12' FROM TOP OF GRATE. APPROVED EQUAL " %. • SHOWN. SPACER TO MATCH PLATE GUIDE t oD NOTE: 7. PRE-CAST STRUCTURE'S CONFORMING TO O.0.O.T. TYPE G-2 CATCH BASIN INLET ARE AN h" X 1—s" STAINLESS STEEL DIMENSIONS, WIDTH, MATERIAL 7o I73 rn FRAME AND GRATE TO BE NEW STRUCTURAL ASTM A-36 FLAT BAR STEEL OR APPROVED EQUAL. ACCEPTABLE ALTERNATE. (ALL GRATE MATERIALS SHALL MEET C.W.S. BOLT. �— ,�°' Q1 ri ADDITIONAL THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS. STANDARDS AS SHOWN ON DETAIL #320) WITH A WATER TIGHT SEAL. CATCH BASIN AREA (/] FRAME AND GRATE ( CG-- 2) CleanWabeDRAIN Services CRleanWater Services ORIFICE PLATE AND GUIDE CleanWater Services j DRAWING NO. 320 REVISED 12-06 Our commitment is deer. DRAWING NO. 380 TYPE 11 REVISED 12-06 Our commitment is clear. DRAWING NO. 730 REVISED 12-06 Our commitment ii deer. Li) in PLAN 7 PROPERTY LINE OR MIMI UTILITY EASEMENT ` R\ 1. PVC UBBER HUBSLEEVE AFTER SHALL CONFORMSLETO EVE ASTMISPLACED IN 3034, SDR HOL3E.5 DRIVE INTO CENTER OF NMENW II � lrIA r PIPE SIZE ASISPECIFIED II SECURE 2X4 IN PLACE / —N‘ _ AGAINST PLUG W/ BACKFILL I mime 2. STAINLESS STEEL BAND SECURES UPPER HALF OF RUBBER SLEEVE TO THE TO PREVENT PLUG BLOWOFF PVC HUB. STAINLESS STEEL BAND SHALL BE 300 SERIES, 91e' BAND WIDTH. STORM OR SANITARY CADMIUM PLATED CARBON STEEL. AND ATTACHED WITH HEX HEAD SLOTTED SEWER MAIN SCREW. NOTES: 1. FOR NEW CONSTRUCTION ALL SIDE SEWER AND SIDE STORM PIPELINE CONNECTIONS TO 8' AND 10" MAINS SHALL BE IMTH FACTORY Il'�IIMIr FABRICATED "TEE" FITTINGS UNLESS OTHERWISE APPROVED. 3. COMPLETE RUBBER SLEEVE INCLUDES A MOLDED SEGMENT THAT HOLDS IT IN 2. PIPE MATERIAL SHALL BE ONE OF THE FOLLOWINGPLACE. 111 A. PVC ASTM-3034, ASTM-C-900 ,'l � B. CONCRETE ASTM C-14, Cl2 2X4 C. DUCTILE IRON CLASS--50 n STORM ONLY vs a D. A-2000 PVC ASTM 949 o N T E. PVC RIB MEETING ASTM 0 1784 12" us m F. CPP MEETING AASHTO M252 3. ALL PIPE SHALL BE COLOR CODED: r. a al -GREEN FOR SANITARY SIDE SEWERS OF -WHITE FOR STORM SIDE PIPELINES MIN 36" � HEIGHT: TOTAL LENGTH OF 2X4 GROUND a o a 12" HEIGHT T LOTS A5 SHOWN ON APPROVED SET OF PLANS SURFACE MAGNETIC 3 ^' MIN 2X4 MARKINGS TO FACE STREET TAPE in o 3.' LOT# �',�� vi 2 COLORNIL CODE SURFACE GREEN-SANITARY) ► \ ///�///�///�l�/.f�///�//��///1/ D rNI II (WHITE-STORM) LABEL MAGNETIC TAPE MATH BLACK LETTERING •v > • 4 • ' . %////,%/////!/////A.' .• . -4 . • - a • ( ) U,,, � GROUND5wJ SANITARY: 'CAUTION SEWER BURIED BELOW." 1-1 O STORM: 'CAUTION STORM DRAIN BURIED BELOW." a 0 PLACE 18' ABOVE TOP OF PIPE AND AGAINST 2X4. o QN (1,"1 N Q PLUG - (I) ad I et . l A 18' tilt oSa'8° ' O" °' �� n°°a° .°8.° :1:;°°3 .35 MINIMUM WALL THICKNESS z a .�} °Dap $00°•°" z o° Q `!/� °°�,oot - ° 'O MINIMUM SLOPE FOR 3/4"-0 PIPE ZONE N °o°° %kw '• 0 290 6 PIPE •= 0.010 MATERIAL AS SPECIFIED NOTE: ce w 4'- 4" PIPE = 0.020 p°a8�° ®°•°$0 �� 1. ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED AND CORED. a � °�-;°'�` SUPPORT TEE WITH 2. INSERTA-TEE ARE ALLOWED IN NEWLY CONSTRUCTED SEWER MAINS 12" AND SHEET BEDDING GRAVEL, LARGER INSIDE DIAMETER (I.D.). �'�/ MINIMUM 2'0' WIDE ELEVATION 3. SEWER MAIN SHALL BE TWO SIZES (NOMINAL I.D.) LARGER THAN THE INSERTA 0_ -TEE. C9 _. 4. HOST PIPE SHALL BE MINIMUM .35" WALL THICKNESS. v i o ni SIDE SEWER / SIDE STORM I \ SER TA - TEE OF PIPELINE C leanWate Services CaeanWater Services w REVISED 12-06 Our commitment is clear. REVISED 12-06 Our commitment is clear. 1 1 ti ,DRAWING NO. 520 DRAWING NO. 530 0 a CONSTRUCTION NOTES �����GPNEF %ti A. GENERAL i``', �' 14061 .'�,1 1. ALL PUBLIC IMPROVEMENTS SHALL BE CONSTRUCTED PER THE APPLICABLE ��ffl► _%' SECTIONS OF THE WASHINGTON COUNTY UNIFORM ROAD IMPROVEMENT GO v 0 DESIGN STANDARDS• CLEAN WATER SERVICES (CWS) RESOLUTIONCONSTRUCTION PLANS FOR ; .r ,k ,y.. ry � r ° tf,}[�x r y. :;• , ;-K ,.,_, `r>< rte. " „ j$. •:�,. ., V,d ;,Nr 'z' ,:r..: G� �o�� �� ! 1. 4 a. ..'r% r �_ ti. .k i j. �s. i.t, b r ' s -ikz p �' i' ` I"�`}xx ' . :.,, ,.t., r, 3 �. 26, V AND ORDERS FOR EROSION CONTROL, SANITARY AND STORM SEWER ;� jf �_ y,g' M,; . . ` , . L -4.,`46, � E 1 ` .j •.6.1- -1 * ;..` .. 60NY .'$ r 5 � �l (R&0 07-20); AND TUALATIN VALLEY WATER DISTRICT SYSTEM STANDARDS. �� ;•;A � kk,r '•- -,", .,,'‘10:017., �71L ,, x! d"` ,��_' k `-r."-- .. , R �✓I l )! ,y, [• r .6 { .! T ;v a• Bei P,%Y-x-. 'k. 4 t�� . S ' Vidmiaa k: r ,t, "6'. 2 2--,...y, ,� �' 1 s'a':: 4x A 'r , tsNer..+ 4 '� RENEWS:6/30/16 2. THE CONTRACTOR SHALL PERFORM ALL THE WORK SHOWN ON THE "''`'"h'n�.:, " � `,4,t+;'y;4,7.'�- 3}x.3��`' '•. tai� x ,'i Ner.41 4i-rte# ,'�`3°i-. - �� rt 3'?•�'� � � s 1�rF 1�:'* �'P ,:i. �'i�'� y �'�i�r '�?. 'f� x.r a 9�a�;,{y _ 'j``.�yti a DRAWINGS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE -f�''`. t�stt . .. • r• a� -- >., �,r4,2Ft.` �, - w� w r. su st, ~ �' ._< ♦ '"^� - 1"a -� f4N �(� 'd.�•k�7`:ik^ 4{ i'' �Y.b'r,Wr .2 .k?� A ' xy� .i�`*mils PROJECT IN AN ACCEPTABLE MANNER. ALL INCIDENTAL WORK SHALL BE JAPANESE INTERNATIONAL BAPTIST CHURCH �" w t � q �t ,� �, z� . '� . T`k-,� s z' - �,,. -4� .iii,: .- ,i, ' ^'�``�`7-�'r`. t*'.,.. m. r .r. , r y 1Ss•?.`ttek- ,- ..+ t".pi t8'.t X17.,:,.: INCLUDED IN THE UNIT PRICE BID FOR THE ITEMS OF WORK LISTED IN 4 4,-- �.. //. , f `"' r : ,- �r 'I* 4. t rs `r �.�,w�� � �,#�#.' _t` ,� txl �� .` k? ��?': �;�"et�"x� �h y� r,:rY , ,�-;,#`. ,� t �', .IAA .w:r '� i ,-,E�°,.. THE PROPOSAL. ANY ITEM NOT LISTED IN THE PROPOSAL IS ,, x1 ,,,; :fir. ::_ f;fa R 1 * . ; �;.�_ } � . . .a ,,„;�,: Y . , $ .„ . CONSIDERED INCIDENTAL. %. '' al,t6� z4 r ,, k 40,4',,1- ;�, a H = t: .'F : ' : ..:, :k v"e•,y: - ♦" L :,61 - yt. , 7,3y,i,x-.:. . .?..{r `�e'.-5 :: - _, ,. 3. THE CONTRACTOR AND/OR SUB-CONTRACTORS SHALL HAVE A MINIMUM OF g ; , W,. . 4� v," � . k,, = , �+' , ONE (1) SET OF APPROVED CONSTRUCTION PLANS ON THE JOB SITE AT "'�r,,t ;41-___;ii.' ie:y5 ;` }�;,,g' "� , * a�. '• _ ~ C r(;:gi„:,4,::,yie:;:,:0,. " >�:tea'" 'X _ , `'I '-$+S ar +w x* l r�%- ;= ' L I :.1- I-1 O U ALL TIMES DURING CONSTRUCTION PHASES. , • �' 1 ,)( umiFIR(DvEmEN -Irs � .{'. ,�trh�a`> C n: � so a *&. '£ c s� _ r"�p,:jr-. � ,.«.. .� r. O i tl..., -4, ,'i1;.Y"a'{ F G' GIttitlogYV' -. EAI �I4. ALL MATERIAL SUPPLIERS) SHALL SUBMIT TO THE ENGINEER PROOF OFMI IIIII REE -r & cr� ,��.� y",�'y M , faT` -✓SN �' ^�.J. ' ,�`�s, } ,� y h� - 4 r F "'MATERIAL(S) TESTED IN ACCORDANCE WITH THE SPECIFICATIONS. BY ,4. y it .. - • , raa ,, ;. k _'i r �• 1• .rfr, �.Y .�, .. x * ',I! O H ACCEPTANCE OF THE CONTRACT WITH THE OWNER/DEVELOPER, THES r �, ',,, A:til".A sn;_t ter. i } : ;li ,.* ;, _; ,sem fA.. ' _' ,y. � 6 Q CONTRACTOR CERTIFIES THAT ALL MATERIALS DELIVERED TO THE JOB ,l o .4' '="� ._*::1 �,�g -k: .�. ,� _ h ' .:..?'+ ��.FF� �,;���i� ." a �§Wr�J �"s� °� w 't� .;�� r 7z' � �r $- +�,t r z�t.,'- �t�7'.' ,��f#� �� �� � J SITE OR INCORPORATED INTO THE WORK WILL MEET OR EXCEED s f. , '� 4 � � , ;, �,�,,y � � r � f U Q - '8n,a '?ir, ,m+i~' -",; y ', s'�L�'`� '..,4 a: �3'�, •,y�= - 9:, g ,s i ^' y.,,� t KIK �: �.. F, ,,.. r ?! ;,^'�'. �1-. SPECIFICATIONS. ANY MATERIAL NOT CONFORMING SHALL BE REMOVED e1 y,; {{,� ,, ),*'-.11 •�,. k°'' ,;3P`,s0 N,:,..14 +�/�. , �;:�',s:++ m•�,��* s;.- :,� f,-.:, Ec- , .: t' a z iu liv spRucE sTREET y1a51^ '! rr �` r f Nt e' fHl `• }•ElY' r �. ri k;:-, 1.,#.0,% 1. W •0 01-1-1 AT NO ADDITIONAL COST TO THE OWNER. . s 4 f �! - c tri it e' S.. 'a, i.k.,�i'.� r x r 4r,.., 3 v ? "�, r $' , *--` c' a �"{ S yr, f+ nes r `�� cK 1�, �` �. k, _ .,y.3��a�»k ,y��S'� i'� x'�., � ,� F7 nt�" � z+r�E� �� ,r�`��'� ,���•� � .: z 1�---� °6 .{' �� 'F°r `l a�.r 2 {2'A7a -�N l' • ' 3_`.' -i- ' ,. t .a.' '1.' r-.E, .r "- T , .:�-.. I- I- 5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO r r:��t 4f �� ', �u s9>'§ 7,, � F • = '+ +.? rte"�� .Ce wa Q 1- BEGINNING CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY £ * z•, _; a `II'• �� " • *g� F s IL V SIGNIFICANT DISCREPANCIES. UTILITIES HAVE BEEN LOCATED FROMS t :: ,„ : ., ,.,,, .` -`" .. „ .;,... t �"` ,` ,r.' .,: ,, « sS, Cn w w a j y 0::- •_. +„a,,� f ''fi '+4.�2 + Y.r { - ge - , fir .”,,,,r e_:,,, AVAILABLE RECORDS AND MAY NOT BE AS SHOWN HEREON. CONTRACTOR 't4'" ::- ` , ..1',,� . ,: • • • �(54..0 P R 04-6,s \5 40 �G.INFF /O, At E .� 1'231 O FM a 411 -- •RECO V I 1 �� �q- -7119.1 )`26,Q \,\\ \ + ,// tion/, 1*' f 5 S � 1~-1 �AO \ p i CO RENEWS: 6130/16 Ua D l 1 / l s Vi f SMH RIM=184.43' - 1 i 1 /� I I { _ IE(N)8" PVC=176.03' n 1-. FLOP RIM 1$6.$6 � i ! 11 DMH RIM=1$7.19 y O IE 10" CONC=182.85' / / �� STREE I ■6 CHAIN IE(E)8 PVC=175.98 1, �) � ►� LINKz IE(W)1ZCONC=IB .29 © DkRIS FILLED t SIGN { rnJ• IE(W)8" PVC=175.93'\K_.,_.. \ IE(N)10" CONC=1834' r.�,,: -� ' ♦! kI1 1SMH RIM=193.90' om 30' l IE(E)12 CONC=1$� 6 II CULVERT ,/ I , _ o v111Pi- d ,� / 1 IE(E)S"=1$5.20' o "I ISIO " , t ^�„ \ \_ -d_ • °-_` I A IST k ` _- - _ 1 I _ �_` ' / / \ IE(W)8”=182.80' w \ OZ5L` ST - ST ST �' `'�- r G- g-�G i�f G r J G--�' � Oct C"� G / G , G- G G- G� G G C� G - \---- G G \ G N .4i ST ST ST SiS ST ST ST �a1 �` / / `%S... \ d CO lv \ / / / \ I �� 3' WIDE HEDGE\ w Lu .=178.50 "'s" W U l k / / . / ^1 / `` '�•+'*+'P.4Lri:r:.:Yr'•'�r�irri+.�iri9H.:1:5r.:tiI:."di"iadia'a"aS Ta:aa"e,::�arad�."•�a"ia di+aaa'.'a1'a�i'.5::::5':�:•�iaiai�i'.'•5:::•,i1 Sa�a�aS+ad.44iiiiiS.S"r"iS•.iiai ii+�."1"id."d•1"•�i i,:"a"da3ai•,:Ya1�li:aL`:ai••,:9 4 Q C=179.60 s _ - 5� - - ss - Tv" �a , -S \ - _ ss �--mss ss, . ss _ s \ s _. SW SPRUCE STE - �_ W U O LU =178.65' © _ ss 551 - ------ s�---- - \ f - -\ EXPOSED \ -TSS-----`_ } * Z 1-1SMH RIM-182.84' 2 8" �__ L- T 1__ ,- _ _ _ \ , - \ corvnUlT \ 1'DEAD \ \ ss-___--__ ss-- �-- 5�-� -- ss -_ ss -� ss -- r� w QIE(E)8" PVC=174.84' ��- / =��v w 1 `�--v�.� mow- _ �� �r\ w ;�_ w _ r`}/� W A-- \\ EN�11W \ w w ,, \ w �© \ \ \ HI`i VNoIE(W)8" PVC=174, y �� \ f11 sT _ / 1 [ ` "STOP" w. ► \ U7 W 00 `'� � I 1 $ t �. C� ' i Vii. RT ,- - 1 f _ _ _.. \ STOP f _ _ _ . *\ EDGE •4i ► EMENT _ - _ \ 1 ¢ a al 0 -.1- "NO THRUM i I / I� 1 �,�/,, 4 -161-111\01/11/ �� I ° I r� 4' ole :: _"'r:- OH - s OH ; �.:.=�a fl� Qli.. :.__ ___ _ _ ---.fl ` `-"", U Cll/ / I 2 �(jH� o / dl, /am I, OH bid r / "IttH OH- OH I OH °I" OH a - - .• ' - Ot - OH OH . \ w l0 TRUCKS"/ / } / �� �� / /�� I I \ 1 / t j3 1 6L a �►/p ,� _✓ o,H V W D N t / . / \ © • • 7 "E---1;. 1 1 �' ._ s7"i�isaaFiai�i:��iTi7*�iSaa••:4�ia"•'iPa:ti�i:..*i+i�a:TiS::�.ai�iri'.+d.`i::S \ z " -� ���� f ,,t i S89,; �,4 E 17 .�d -1 . • .�.�- _,„„ Ili f - - - - - Ca o C D / / J/ _ 1 1 k ` i Q 111P IP • _ �•/ IO \ \ Ln 1 EDGOF \ - 1 : F . / / GRAVEL I FILL { POST (T,YP.)✓ �- -1 /,,,r, "c �j �� -1 \ 1 Q nRAIN r► O 1 ��TE _ _ �� d o ASPHALT DRIVEWAY / /1 I 11 ' /, :; (I) \ 1 /C I r- 1 \ ; N .....1 t-r1 /rjl /7 1I l �/ 1i , \ . *.KO. N�� I \ /� / /i/ I -< cn ! o I I� VE)6st- i 0 1 / 10" GONG 0I` t / �� Q - I -v =� _ __ - _ : �= 1 t CULVERT �✓ SINGLE FAMILY '� _ I ' :„ e Vj --- - - a 01 -• 1 1 / RESIDENCE I `�`� t I or- 1 I -- I % a L. 1 =1 / 4' CkAIN II c H T _ __ \ n I ' � SINGLE 4 CHAIN LINK GAT I © I I! rn rT1 �' t " tC3 0 V) 0 06 FAMILY i II U � �� Z •iD RESIDENCE \ ` . o -0 d. • •. �: .:• \ \I 11 I[ . //��' 1TI o _ rn I cri .. .. ,:. • .-- ... .° . ... . 1, 4' Vq1 t. ,,,:, i - — 1 1 I dig t \ a d • 01.• 1 WI I \ _ ILOOn -�?� .° \ ` 4-, _ 1 \ ` 4.1 J S$8°58'51"E 72.93' � tu L O� Z \ I �_ • L 1 �,�u1;*' WOOD � 3✓i'[11"Xltl'r% *:. V° Ct..'• ''''••• •*,,,,,.. N. • C.) N 1 11 \ • - ' • r- > &io \ • '. ---- --\ 1 t.„.... rj (T.; --/2217P/illiti:a°1 till° 01# U /i 0 M ,....1 1 Ar N. •7••--. ',. ' ,4.\-S‘.), \ / --"" .-.. i"-. \ 1 • Cr. • ... > C '.< N .1 , -,'" ‘ \ 0 A �` I • a6�� _ It :2P°) CP • O N \ y0N \40 \ I � � �.. / � It N —_ �„�, Y /w \ - _ • -„., -\r ) 1 I\x .,,,_ _ - 0 - \ . ASPHALT Il 1 - LEGEND — / •N 'Clifr / (TYP.) - �t f'fy� 0 0 5' 0 G WIRE z/ : { _ O • = �`�_'--__ 11 to ❑ CATCH BASIN Z - LINE CONTINUES TO UNKNOWN LOCATION \ . N (1\� \ • I 0 WATER VALVE - .E - UNDERGROUND ELECTRIC LINE • _ i IA, 1 1 © - WATER METER / \\ J + n �` ��� ' ll�j,i �/� ---ST- UNDERGROUND STORM DRAIN LINE _ ,. 11 \ • ,x BUILDING ` / r \ \ CONCRETE STEPS CO�' rn r J \ \ i�� OS - SANITARY SEWER MANHOLE _ _ SS- - UNDERGROUND SANITARY SEWER LINE -- Z _ _ © - STORM DRAIN MANHOLE C) { OVERHANGN I • 1 SHED A N \ - /d , 4 1\\�\�\ ^_ T— - UNDERGROUND TELEPHONE LINE // \ I • ._i. — OJ /� - T TELEPHONE MANHOLE —TV— - UNDERGROUND CABLE TV LINE \ _ _ _ _ - ARAGE • I'M/ ~ "RAII' P II O CLEAN OUT - _ ___ _ —W --- - UNDERGROUND WATER LINE .., ND RA' L4. ' [ m D. "C3 pQ IRRIGATION CONTROL VALVE _.-. G— _ UNDERGROUND NATURAL GAS LINE - Il gS SCS 1 ' \ � z w GAS VALVE I r µ RIM-184. 1 `` o D4 -OH- - OVERHEAD UTILITY LINE G7 f I \� © - GAS METER SINGLE ! A d \ ___.-_... 1 RAILROAD TIE O FENCE UNE �- +� - \ II �, t �e e - MAILBOX - ROAD STRIPING FAMILY / f • t fl/ el); 1' it I i { rYP) Bw \ - LUMINAIRE \ \ _ I TV RISER SMH - SANITARY SEWER MANHOLE RESIDENCE \ ' ff u, I k 1 © DMH - STORM DRAIN MANHOLE \ • 4 { ® TELEPHONE RISER N SHED . - re �, CB - CATCH BASIN ` C I; o a -SIGNAL JUNCTION BOX ! _ CAL v 1 e - ELECTRIC METER FI FIELD INLET l SCO SANITARY CLEANy C.30 AI, Ir DOC. NO. j a ila,�, t F + �`+ E . ` N tn ® ELECTRIC JUNCTION BOX OUT J = - n n I tC/�+ ORMERZ UTILITYPOL \g G) - - 3 O \------------------------ 1 \ O 2009-101377 - GUY ANCHOR �� II I I O r-! y FIRE HYDRANT CONCRETE c A •w I I H Y 111 .� ” -SIGN • ".t I O CO sr \ I o NIII / O z a 1 - Z :ai:. - a y�wy: % - Q 4111E - DECIDUOUS TREE (DTR) + N \\ �, C7 �,a ■ U. - 7 s�w«ayw / . \ \ 1 I - p COLUMN . ,I ' �, a • EVERGREEN TREE (ETR) \ / 4' HOG WJRE 5' WOOD J 0 AIT 1/ .-- it Q 3 I r N . N Z 'm r�ln�rr UNITS JAPANESE r . . - - '., •C �l �� f--+ / INTERNATIONAL `"�""; �, I -P �' v i- ihrr BAPTIST CHURCH `: p `, O N89°01'43"W 84.65' t� , � . . .._ . I �; -44:N c � } + . . it / 1S1W36CB04400 - -- - '� 0 Z LU �,u, ,-- 3.07 AC a ,�' or . . o �? ikk 6)11 11-17) 1--- t t • WHEEL `' 'O1 SHEET 1 INCH = 20 FEET t tt h ; STGPS (TYP.) / - � �I" �i�,��/ \ tr --- 1 ! 'f. 2 u, ,i) ,, , 1 1-1 Q20 i o 0 20 -\ 1 t \ ....-----�.4� 6 ..;"I , ., iN •M gW V O J a WASH CO # CD-142/CP-43 4443��GINEF,� /0ti • i114064' ��� " �I, GON rPcb \ \\ 1 Q \\\ 1Ii///// yoNr � �� �i i 1 5 [' N\ �/ TEMPORARY RENEWS:6/30/16 1-1 SIO-FIY�ER {f) NCHECK( CONSTRUCTION NTRANCE SWLK AS NEEDED OTO lr iVEf// t I '"`-I I INLET ,� COMPLETE WORK ! I / I ' U) PROTECTION 0 to ' / // 1 D ? �(TY P) �f f < / F�{ 2 Crl 1 / / \• O U ° * V '•. - --� 0 ATriI _ i • . ,' - . ° -d . ° - d - . I .7T'-. �� \ —�` 1 ! CID 1 M1�. Oil ile. ST / ST1 / . -- / ' / / \ I \, '�.r„ 3' WIDE HEDGE\ \ \ �' W v I / ', ai•ddi:•i:'bR••h:•aii4 a5'A•a7.•a•.a�a:•a i❖idi. Pi i..7�.:'.•t.i iL*i i4•i•i•idi a49?aS•i•i:::s:SSpa i•a•a*a•i a•.4.e''.'�P.•i•JA�ddi�a*4a::•L'a•.L'ddi�.'a•i9�i::•i•i•aS}di66•:a6•+.:a+•+47.7.�.•.rarrra .*e.• Q _ 1Ce , \ l `W SPRUCE STREET. 1 o z W \ -_� �- Thl•-.. \.. —y r �.... 00 — "— �� . ii" .r�" -WV r av - -¢ - - °' - \ \ `k.44cu_ ( , , N ��\ \ \rjT .] \ f ``�. '' \ \ - iz'so-r ?'+_� :v-� `t�! -,a �h+ •�.Y 'mss- - -a'€.�*w \ VN W U �\ I f _ 4 SFr 7 74,117,z,.,,,, � si-k L'�.-�, \ L.LIi' D Q1 ` --/1 -� { 1 j 111 l r1 1 • r J fir. ' 1 � �� r U ' � � _� �-�. \ ( • N — • — w ` I Q Z l0 Da____ // 2,-. AL ! J II •.•. • . a• �' ...... . ;. ........ . ... .. ... .. ...,, ,.. �` ` !!J © N / / \ `` y ` NJ \\ ! `! 4 'iCI �®_ �-• •; 9 °• \C .aaa..d•A6•:a�•ua.uA?.••••r CO• ...RA....;,,aaa........ ♦ Q O Q M / / _\ I l !� • ilifl. ' �_ 1 — WIDE HEDGE H 13- 00 (D 1 � ■ 90• 1+'.:• 1 1 11 O r1 oo F- -1 / / 1 O = j1 U INLET 192 { IiC70 i ` \ �j `� O I PRUTEGTIQN `�.!4'' y _ .6c CSP)EC NCE saJ I % f 4 O–FILTER \ l (Tl(P} \-_ ,1114441111.11I .S J / / \ l T � ii' 111KONINFAINNO A\ \I i 4{ Ni '5 r• g , . _ . i,• < ,_ , iiii /1, li,\0 , ...v.-,, ,,, \ , . t \ !I ► \�\ \\ (NP) t \ 1 1 U \� v, /// cn p1 w l l y O ` .,. 1 I y I j ! O = Lin FOR ALL ONSITE 'CI 06 ! EROSION CONTROL ` ) f{ \ N. 1 .� {} /j// .\\� SEE PRIVATE \ ( l I 6 . _ � J �/�i l '' \\\\tl °' 01 ri DEVELOPMENT PLAN , 1 ` _ {i I ���� I �' \ N. • \ i i I'� 11 r �\ 44 •• iti \ 1 \i --.. :� t \ ^ ��,i�1 �\1d11;1! 111it1l1 \ 1 � y- .� �a`\t: ��//,,,,.:;;;• �i /��'v / ,, _ \,, _ _ _ ___(,..„ i --c-iiir.- -4,:-67e4:---1,,,,,,(,.. -,5111,60‘,"--:---- N 189 LT-- WI .—.. .- .L_ 4 °_-ter 1'-.-- J -.. / / 1 1 --- ---. 1\‘— i \ f a . �1� 1llr ,�� — \ i t 1//y iirvi. '--4'.''z--<::— _ BIO-FILTER ` /C -, � ...=–_____.liAlln'l�'�I/�/�\ 1 1 / F. ::! CHECK DAM , r- _ 1 , (TYP} i -` ` 1 y `� \ _ _ _ _ _ _N: \ 4. 4'q►.� 141 A 1 . F.i 1al -- —IP ILMNIA / 0 in 1 tii . • i i\li 1-!A1 MilE 4" •- ate— - ', ,a,.1.,.-.- ,''.I , \ _ ._. 1 I N 1__ \ 1 . , 0 \ ` \ i /._ \ I t ob El • _, 1 ,.. t k \ ,i----. \ k41,-AN- _..1 i ri in iii 1 �� -----1831 pi _ 1i _ - Fe - \ 1 1 Z Ien ' 1180 1$1- \ � 1 1 a' - I F _ i I u; Z J 1 iiirr: 0 n 1 N,F,�•� E-0, .1.77,5\ \ i 2= LI 1 ' I WYi4r p iti+ . . : .1,.._:- 0 1 -� )1174,004 z 2 • 4 16 if 1 — . 9.' / °fierit "r" - ------ _� P +C 1. V 1-.H.11., \ __-� � i o 1 1 �r "�•�11 zo W 4 UV 1 cis 1INCH = 20 FEET I i \ �' Ir----— — - ,� yh.„� � �� a n i3 1 }I `�`�' . .- f SHEET 20 10 0 20 y I y __-- — '- 1 P Jr111 /, 1 , ..... -.4 ----- -, ,... ,_ 1 • , \ _._,. ___, , ....„ en 1_. _..._. , 0 , . . ,..il , (I) \ -..--.; °inW OF csi ._, _. ,,, W V K 0 a WASH CO # CD-42/CP-43 <c�10 PROpS c5 GIN , X0 ty NOTES: r7 r fiZ../ 141:1 I4 �'EGS 1. WHEN RAINFALL AND RUNOFF OCCURS DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROLS AND DISCHARGE OUTFALLS MUST BE RROVIDED I / 7 " RP BY SOME ONE KNOWLEDGEABLE AND EXPERIENCED IN THE PRINCIPLES,PRACTICES,INSTALLATION,AND MAINTENANCE OF EROSION AND SEDIMENT R /'� }"26,\()��\�4 CONTROLS WHO WORKS FOR THE PERMITTEE. 2. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR. ANGLE FILTER FABRIC O��'c // pM,R 2 j[' it FENCE TO ASSURE SOIL IS TRAPPED Q .440ØØ° v+ I ALN GO p�' so• 3. DURING WET WEATHER PERSOD,TEMPORARY STABILIZATION OF THE SITE MUST OCCUR AT THE ENR OF EACH WORK DAY. ■ QQ P� *, �' 1'�N% RENEWS:6130I16 4. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AT ALL TIMES DURING �st�p�0 a• 4 / CONSTRUCTION.THEY MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED. 1 ♦ �� _o .14:. Q It,: a ,o- 5. ALL ACTIVE INLETS MUST HAVE SEDIMENT CONTROLS INSTALLED AND MAINTAINED AT ALL TIMES DURING CONSTRUCTION.UNLESS OTHERWISE •TT ♦ O t"' ':. • •'.b ;4 APPROVED,A SURFACE MOUNTED AND ATTACHABLE,U-SHAPED FILTER BAG IS REQUIRED FOR ALL CURB INLET CATCH BASINS. '• �.� • ' ' 6. SIGNIFICANT AMOUNTS OF SEDIMENT WHICH LEAVES THE SITE MUST BE CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND STABILIZED // t7 y, OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE OF THE / ' D '. " '' b•: _ •6 • V,•:•'''"'.'41 •:4.•.. DISCHARGE WITHIN THE SAME 24 HOURS.ANY IN-STREAM CLEAN UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON DEPARTMENT ■ ).11111•■ ■■ ■ // • d �� VOF STATE LANDS REQUIRED TIME FRAME. Y . .,1 Ce 7. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,DRAINAGE=WAYS,OR WATER BODIES. INTERLOCKED // RADIUS 25' MIN. • . • '•A• • .•�•4; •,a H111'•`'4' 6 ' •,1 Fug\- O = 8. SEDIMENT MUST BE REMOVED FROM BEHI1 ED ALL SEDIMENT CONTROL MEASURES WHEN IT HAS REACHED A HEIGHT OF 1I3RD THE BARRIER HEIGHT, 2"x 2'r PASTS .p_ •;AND PRIOR TO THE CONTROL MEASURES REMOVAL. AND ATTACH LAN VIEW CLEAN PIT RUN OR 3"- 6" CLEAN ROCK AO' • .es OF �Ge-c-55 Op U 9. CLEANING OF ALL STRUCTURES WITH SUMPS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY 50%AND AT NTS ,, �g5I 1 U) COMPLETION OF PROJECT. SUBGRADE REINFORCEMENT �r1C'� w r-i In GEOTEXTILE, AS REQUIRED pg� c6O 10. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE,APPLICATION,AND DISPOSAL. USE STITCHED LOOPS 8" MIN. d 11. THE PERMITTEE MUST PROPERLY MANAGE HAZARDOUS WASTES,USED OILS,CONTAMINATED SOILS,CONCRETE WASTE,SANITARY WASTE,LIQUID DEPTH WASTE,OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING CONSTRUCTION. 3' minimum OVER 2"x 2" POSTS NOTES: from toe slope. a *20' J 12. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS. I_ BURY BOTTOM OF FILTER FABRIC 6" MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL W U Q (-- NUTRIENT RELEASES FROM FERTILIZERS TO SURFACE WATERS MUST BE MLNIMIZED. TIME RELEASE FERTILIZERS SHOULD BE USED AND CARE SHOULD " VERTICALLY BELOW FINISHED GRADE. Lu o o ILI w BE MADE IN APPLICATION OF FERTILIZERS WITHIN ANY WATER WAY RIPARIAN ZONE. GRAVEL CONSTRUCTION Z 1-H • '��1 `O a 2. 2"x 2" FIR, PINE OR STEEL ENTRANCE CURB RAMP f- 1-- rNi r-1 33. OWNER OR DESIGNATED PERSON SHALL BERESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL N I FENCE POSTS. Q F- MEASURES.IN ACCORDANCE WITH CURRENT CLEAN WATER SERVICES STANDARDS AND STATE,AND FEDERAL REGULATIONS. 14- PRLOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON I `///Pk 3. POSTS TO BE INSTALLED ON PAVEMENT U•- Z tu N CLEARING LIMITS.THIS PLAN SHALL THE HE OWNERIPERMIITEE MUST MAINTAIN THEE CLEARLY DELINEATED IN THE FIELD.UNLESS DEUNEAT OI NEFOR THE DURATION OF THE PROJECT,PERMITTED BEYOND THE • I NO UPHILL UPHILL SIDE OF SLOPE. r �'► V NOTE:VEGETATED CORRIDORS TO BE DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. `�, ���y `• 4, COMPACT BOTH SIDES OF FILTER FABRIC ''....'_:,.i::....117.111.1 V 1 `�I TRENCH. v/ /�f\\��/\\//7.,s \ \/ •, F, I Q a- IDC 15. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMPS THAT MUST BE INSTALLED ARE GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENTw 0 CONTROL,AND INLET PROTECTION.THESE BMPS MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. f 5. PANELS MUST BE PLACED 411111!211111111111111/: \/ / / / / U N VD PROFILE ACCORDING TO SPACING ON >j,/ j�\\, 2 /\t /\ '{ U U] 'Cr 16. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO LATER THAN SEPTEMBER 1ST;THE TYPE AND PERCENTAGES OF SEED IN DETAIL N0.940Ca;� z 0 .-� THE MIX ARE AS IDENTIFIED ON THE PLANS ORAS SPECIFIED BY THE DESIGN ENGINEER. 1 Q 0 -NTSI-I a0 (! o 17. WATER-TIGHT TRUCKS MUST BE USED TO TRANSPORT SATURATED SOILS FROM THE CONSTRUCTION SITE.AN APPROVED EQUIVALENT IS TO DRAIN Ln THE SOIL ON SITE AT A DESIGNATED LOCATION USING APPROPRIATE BMPS;SOIL MUST BE DRAINED SUFFICIENTLY FOR MINIMAL SPILLAGE. NOTES: Ia'f U • - 18. ALL PUMPWG OF SEDIMENT LADE WATER MUS I N W T BE DISCHARGED OVER AN UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT WM; 4,;;M:s:•.•'+::0:44:v+::::•:MaNii:444,1s:K`i : 1. THE ENTRANCE SHALL BE MAINTAINED 1N A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF CONTROL BMP(LE FILTER Ed,4G}, ,,+•:. .�y���:���!'. : ;�'��: :::*��;�:./���y✓�R��• ': FILTER FABRIC MATERIAL SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS, THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN 19. THE ESC PLAN MUST BE KEPT ONSITE.ALL MEASURES SHOWN ON THE PLAN MUST$E INSTALLED PROPERLY TO ENSURE THAT SEDIMENT LADEN WATER m• it:. .y.......i ov�0.X.:•••••••••;•:•:•:•:•:•:‘,•:•:•,,.. .+. . : :y `J4.%:;ii;:N.;% 0: it OUT OF ANY MEASURES USED TO TRAP SEDIMENT. DOES NOTENTERASURFAGEWATERSYST£M,ROADWAY,OROTHERPROPERTIES. , .�; t•;;;•,;;;�y..wo:+:;�:•w.•.•;;;; . .; .v. *A! 3C WIDE ROLLS 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. i••.4 4 s i••�:444�i:44,0):+i i if:'0:4 is i+`Oi0,,7•i❖%•" :i7 nlI vivo, . ••••+,.•••❖•.••+• •.•,••,,.•.•••••. •.w.v,. ,•,•• ,. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE • 20. THE ESC MEASURES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION ! ,.•..'i•. •• ••••••004,•`O:+i•�+,.. moi 0•i i•J:❖:+,.�:;to•••••p • J......ii„4�0% •:4 THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. Lrl I �;%j1 +•�•ii+0i+ii'i•�:ai90 i ii34•isi::O::%%%•�•�•�i,ii�%%��a���• ��� - r1 >� PERtOD,THESE MEASURES SHALL BE UPGRADED AS NEEDED TO MAINTAIN COMPLIANCE WITH ALL REGULATIONS. I 4, WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION N U c} �► 11 Obi%%••••••••:••••••••••••••••••••••••�•�•:l.•!.._•S.••A•�•••i••• O41 a} (NI 21. WRITTEN ESC LOGS ARE SUGGESTED TO BE MAINTA;NED ONSITE AND AVAILABLE TO DISTRICT INSPECTORS UPON REQUEST. `' �`. r �� NOV ' x" ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED .��� FILTERING SYSTEM. •5 I 5. DIMENSIONS E� 171 22. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMPS MUST BE USED WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC I C SHEETING,MULCHING,OR OTHER APPROVED MEASURES. I UI I I I SINGLE FAMILY U FOR FURTHER INFORMATION 20' LONG BY 20' WIDE 8" DEEP OF 344" MINUS CLEAN ROCK. 23. ALL EXPOSED SOILS MUST BE COVERED DURING WET WEATHER PERIOD. 6 MAXIMUM SPACING 0 ON DESIGN CRITERIA SEE COMMERCIAL 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, ~ CHAPTER 4 OF CLEAN WATER FOR FURTHER INFORMATION FRONT VIEW SERVICES EROSION PREVENTION GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE 1" NTS AND SEDIMENT CONTROL PREVENT SUB-SOIL PUMPING. CHAPTER 4 OF CLEAN WATER 0 In PLANNING AND DESIGN MANUAL. SERVICES EROSION PREVENTION ID I AND SEDIMENT CONTROL •to PLANNING AND DESIGN MANUAL. Z N pj 0 16 01. . CONSTRUCTION ENTRANCE °'"' STANDARD EROSION CONTROL NOTES �- SEDIMENT FENCE C1eanWa er\ Services CleanWater Services FOR SITES LESS THAN ACRE C1eanWateOur commitment is clear, � Services DRAWING N0. 875 REVISED 12-06 Detail Drawing 855 REVISED 12-06 •nrcommitmeutisclear. Le) DRAWING NO. 945 REVISED 12-06 Our commitment is clear. polieml C411) m' • FOR FURTHER INFORMATION MAY BE USED SHORT TERM ON DESIGN CRITERIA SEE W/ UTILITY WORK AND W/ • wr...... PHASING OF DEVELOPMENT -. �� ���+�'r CHAPTER 4 OF CLEAN WATER ':r �.1-W.;', ?4,•,.r•.,, ,I, 4'��,�� SERVICES EROSION PREVENTION _ AND SEDIMENT CONTROL ~_ .4 r / / �rfe� PLANNING AND DESIGNMANUAL. of, �klligall it �- uf.;'DO 1li -%<c i PROFFss �5 4.'4 .,A GIN I %tom 1)04 14$„1 j 1 IOC/w b ` ✓u•EGO ��\\\\ \ i 1 �//� PVMT AS NEEDED TO COM C AVY R 5 // COMPLETE WORK �. �� / RENEWS: 6/30/16 U) �` w SAWCUT & REMOVE f / / , —I D u) SWLK AS NEEDED TO 1 / / I j SMH RIM=184.43' 70 73 �` COMPLETE WORK ! / I j = • IE(N)8” PVC=176.03' �* FIa=UP RIM=186.86' 1 I I DMH RIM=187.19_ b O IE(�)1O" CDNC=182.85' IDENTIFY EXPOSED - / / // S1> REET ! •6 CHAIN • d IE(E)8"j�PVC=175.98 IE(W)12" CONC=182.29' © (SIGN I C f LINK H U IE(W)8 PVC=175.93 s rn DRIS FILLED CONDUIT & COORD ( i rn ° \ IE(N)10" CDNC=18 34' z \. �� REMOVAL AS NEEDED ♦ ISMH RIM=193.90' I I ro cc / 1 i = i . 1 Il QO V30` / � .Q : . . . :, ..,° IE(E)12" CONC=18�,.�6' \��._,�� CULVERT ♦� I I � .; "STOP" // SEE STORM PLANy _ / IN ! , IE(E)S"=1$5.20` o • ° ° a • B i / 0, ~ i ~ ~ TSE-CUA" CH` - / rr �\ ( ) 1�� � • d % 4 .° 4 '? �'� \ • - .�- f . !"c- ! _ l r _ r / v I E W 8"=182.80' { \ Tr U} -- \ � • ° .. 4 a ' .���4 \� d • I 1117' ST. \• --` _ _') 1► /I (N \ --• ' 7 :1"' . �- - `� -— - -- • ..., _ - - - msra .. [� ; G.'`� - G- �G - G r ® �G G ` G G J �-�, G / G G "' G \ G Ci G 0 G \ G G 0 \ \ G N Q p r 3' WIDE HEDGE\ 40' ST ST ST ST ST/ —r.,ST $ Sir�1 �`' / td CO f / 15T— sT !� t - --t-� ` ...... ` EDGE I— =178.50' / f \ / "r / �n' ..- ''�ri:•.9•i:�d..•i•i i`.,tii4�di di i5:•••a•d•i i i46rdddi'?.'.:SC.:i•i•i'aS�iS'dao'a••:9::L::Sii::::•a•d4S'di s�P:��:71r•Pi•a3*i•i••:*rri•:.ria s•r'i•4•' ri'a4:::.�a4ri a44rd:�•hSdi.:�'•4S'aS rn •n.rSrara W Q C=179.60 �. \ .'`� < r z s� 5� �� - r — \ - -5-5=-- -S =•-----•` - - — / �s s_ ss _ " s S�\RuS�E ST s ss _ _•_ , ,____ __ _ ll! o o W 178.65' Q - -- ss sst \ EXPO3a \ ss — ss___w_� z cc 8„ �L�/Efi'T \ _ t t ` coNo SIT „, \ „ \ \ ss-- ss--- -- ss------ ' w F-- I- S M H RIM=182.84 2- w--- -1 _,_ -t.�M _ - - � - _ - _ . .. �.. ._ - - \ DEAD \ ss-----_ ss--------- �_ •a `� N IE(E)8" PVC=174.84' r�•-- _ ----,•,-- ' s� \-- w -`"""--_-- w~ _ ,- u w ;,1 • ,_ �r - _ w _ .w, w \ . EN w \ w-� \ \ r�/� Lill] v ^i o rr r \ / I` .,-� ( \ � ) y ~ . ST • / 1 iiy �j w W W V J w IE(W)8 PVC=174.? , r I 1 I / 3 C k • RT - -- - ! ` \ \ "STOP" . , \ yam- �� .ih EDGE F EM _ cn F- �- ! l I \\l I /� \ \\ , 1 '�/X' 1 j 1� i b f (14 4:,,_ _^ i - 1 OH -3 OH o-...:�_�. o -- © J " fl OH OH ` . -' ..._ - _' \\ v ,� N p d "NO THRU / / I Z / Ta, 1 Off/ ` /OH -= off r bH *10eH off ON ` jg - �. ' „N w TRUCKS"/ / I i � r f \ `j ��` / // + j \ !� ` L T _ lid °° •4 a.� r� 1 !: ~; � � - - Y P U tii � �N / \ J ` y ` �° /i I \/ l in © _ w 1 IF 1 • . O 'c. \ i ddia:Y::�•���d.Kri::SS.:ial'r :.•a•,rai•irdaSiad•dda:.. 1 z . / r % <I..”' jallik S 89 . 4 7 bdiLh. .71.AHAlliniNL., eI _ • CO ce ❑ / / I i — —� \ , ' • z a I =W ~ w p WIDE HEDGE I-1 a o C7 0 / I � REMOV� XTG 8 rVERT I II olip j ° Y• •+ O O H 111 J O �� ASN r TO C LETE ` �"1 / / I EDGE OF \ =_ - -- �� \ 1IP I OIL A K I � TAL FENCE .. d ORK MI C ? t , t a CD / k., k.„ I GRAVEL . / �i j AR • FILL ` j l PDsTs �Ti1'P•) LIN �� ►: ' \ \� �� ` \ f t \ o :•AIN f fi;► OO-CI --1 --GRATE -- o fn g Q '� 1 ASPHALT DRIVEWAY //"7/NW` �� \ \ \ `� �j H , Ti— :1 \ \ `'R': N 1 /j / 1 l N N I nr /03 i ,o `�� ►�,�. IV r ( \ _ - ��//� i ��\� 1 \\ `\ � .rll�re� 1� f D D y \ , `\��\ s•� !�� U' 01 aA un I + 10" CONI IJ 4 _ r _ — _ =•' to% 1 t SINGLE FAMILY w = t ' LI, a {A) CULVERT / �--1 y p t 4 I I O:• rn f REMOVE FENCE POSTS I ; 1 \ / RESIDENCE 4 C AIN I I rCL 0 = 1 Co — IN ROW CONFLICTINGLn + NGLE 4 CHAIN z I a — I :• _ WITH PROPOSED WORK p in .• rn rn ' L\T NK / LINK'GAT It o I a �.. I p ` FAMILY I}o ., A 4I 1 V.:a i `: G7 �� 7 (,) -O ai RESIDENCE \ � • m , : • \Il I I[ . . . ///� '• rn ro rn 1 °' CnM FOR ALL ONSITE ..• WI+tE '` - -- _ 1�'� V� '� !-• In DEMO SEE PRIVATE �' \ I I \ • \ j I `• I"A DEVELOPMENT PLAN Z . . wI 1 • \ t • I f y Cly --- - - Lir tz . .. \ ! , . - ' \ : 198°58'51"E 72.93' - ! , ' WOOD �, , a�tidi1(' ,►dk�ir , II GENERAL DEMOLITION NOTES: o \ ` \ wf \ I \ \ ' _....- -......................,--••� : 1. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND APPLICABLE AGENCIES A MINIMUM OF 48 O \ f r \ • �• Dz 434,5 ,,, ry (114.11) �`�'�.\ 14),a....V—,,,,,-. ���, HOURS (2 BUSINESS DAYS) PRIOR TO START OF DEMOLITION AND CONSTRUCTION. PRIOR TO START OF ANY - . p - _ rn --# > ,,- 4 �i / t {,..- 0 - WORK INCLUDING POTHOLING, CONTRACTOR IS TO HAVE ALL EXISTING UTILITIES FIELD LOCATED IN AND / I . > C `< \:,)' _ -�. ..� J AROUND THE WORK AREA. CONTRACTOR IS TO VERIFY ALL CONNECTION POINTS WITH EXISTING UTILITIES. _ ` t _ _ 1 • CONTRACTOR SHALL PROVIDE ENGINEER AND APPROPRIATE INSPECTOR A MINIMUM OF 72 HOUR NOTICE OF _ N ` ~ r \ I w� \\• `rn - -' ~ •~ • . 49. -., ,� ♦ -- 1 ANY AND ALL POTENTIAL CONFLICTS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE J \ I _ \ Le `: � ' \t0 � i - '` _ Hyl REMOVAL AND/OR RELOCATION OF BURIED AND OVERHEAD UTILITIES AS NEEDED TO COMPLETE THE WORK. o A / \ I - _ �i _ -_ 2. THE CONTRACTOR SHALL VISIT THE PROPOSED WORK SITE TO FAMILIARIZE HIMSELF WITH REQUIRED N \___ ` sari) /w `I A •• ` ~ - • — r +"' `p ASPHALT 1 • ""/ DEMOLITION, GRADING AND IMPROVEMENTS TO REMAIN. M Iv .. - \ _: Il 1 • ' 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ANY AND ALL ITEMS, NOT OTHERWISE LISTED 1--'� ` / = N..) DRIVEWAY -- ---•--- --A* __.. ti iii OR IDENTIFIED IN THE PLANS AND SPECIFICATIONS, THAT CONFLICT WITH THE CONSTRUCTION OF THE al / I 0 • < _ " - `� 0 � N I . • (TYP.) - , , �,' 4. kry - \ fes • I � .� PROJECT. REMOVALS ARE TO INCLUDE BUT NOT BE LIMITED TO EXISTING RESIDENTIAL STRUCTURES AND 5' 0 G 1 ;E 1 • -,. N 1 �' THEIR ASSOCIATED DETACHED BUILDINGS SIDEWALKS, CURBS, PAVEMENTS, AND FENCING. THE \ • • • - / w F) O I i° CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY TO DETERMINE IF ANY ITEMS NOT SHOWN ON = --_-_-- -- THE _ THE PLANS MUST BE REMOVED. FAILURE TO DO SO DOES NOT RELIEVE THE CONTRACTOR OF / - \ I — . Li‘nr, /RESPONSIBILITY AND COST FOR REMOVING ITEMS REQUIRED TO COMPLETE THE PROPOSED WORK. / BUILDING \ \ CONCRETE STEPS ` j rn - �� Iy \ • //ice 4. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS - - -, OVERHANG I ` / • 1 '- - z �, �;f l y BASED UPON SURVEY INFORMATION, AND RECORD INFORMATION AVAILABLE AT THE TIME OF PREPARATION / \ I / SHED ///I,Q .1/ 7/7 • �! n N it/041',°� \�� OF THE PLANS. LOCATIONS MAY HAVE NOT BEEN VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS / - \ s . 4RA p. I'Li .. Qomp z 3 ARAGE/ • TO.THE ACCURACY OR THE COMPLETENESS OF THE INFORMATION SHOWN. THE CONTRACTOR SHALL - - J - '-' n . :. �' -° 1a I I I REMOVE ALL ABANDONED EXISTING UTILITIES ON THE SITE (UNLESS OTHERWISE NOTED). THIS SHALL / 0 ' SCO 11ND RAw D cT \ �� / I! c 55 w . p .-1- ` ..�� 1 \� o INCLUDE ALL EXISTING STORM, WATER, GAS, SANITARY, AND CONDUITS THAT ARE NOT REQUIRED TO SERVE / _ RIM=184. _ 5bo �I T ,I \\C\ o uj a I-, - \ THIS SITE ONCE WORK IS COMPLETE. ALL SANITARY AND STORM LINES TO BE ABANDONED OR REMOVED SINGLE ! /////// //// /J// /}• . . . a f.r _. .. `-' j RAILROAD TIE m SHALL BE DONE AT THE MAIN LINE. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES UPON THE p.�., --�- °FAMILY 1 0 r 153: 1 D0 II NREMOVAL OF UTILITIES IN ADVANCE OF DEMOLITION CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF RESIDENCE / \ \ • in \ 11 Iii (TYP) THE CONTRACTOR TO DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON THESE \ \ wPLANS OR INDICATED IN THE FIELD BY LOCATING SERVICES. ANY ADDITIONAL COST INCURRED AS A / \ N SHEEjiD • -_, r 1 ' RESULT OF CONTRACTOR FAILURE TO VERIFY EXACT LOCATIONS OF EXISTING UTILITIES PRIOR TO / I - ' ` ~ _ , L ICAL I 1 o a N BEGINNING OF CONSTRUCTION IN THEIR VICTNITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED TO ml. = ILO DOCS NO. u) • • ' T ORMER fill a BE INCIDENTAL TO COMPLETING THE WORK. ALL EXISTING SANITARY AND STORM PIPE NOT BEING USED AS 0 1 ! n O w 6 ~ 5I G� ` — - _ _ 2009-101377 t - 3 i �"' APART OF THIS PROJECT SHALL BE PLUGGED AND ABANDONED AT THE MAINLINE OR AT THE MANHOLE AND • I o� BE REMOVED IN THEIR ENTIRETY OR FULL GROUTED. . -. - L - •. 0 I p 5. ALL EXISTING UTILITIES TO REMAIN AND IMPROVEMENTS TO REMAIN THAT BECOME DAMAGED DURING rn lco N �' rn / O �o m CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE LOCAL AGENCY, OWNER N '� �. f = O w AND THE ENGINEER, AT THE CONTRACTORS SOLE EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE \ l - b in I 1 0 N CONTRACTOR TO DOCUMENT PRIOR DAMAGE. ® N l Z 4,.� _ ,.1°" , r a ECL CO 6. CONTRACTOR TO PROVIDE ALL REQUIRED TRAFFIC CONTROL IN ACCORDANCE TO LOCAL AND STATE \\ \ \ G 14 G) ui 4 ■ W ' !. r 1 CO REQUIREMENTS. ALL REQUIRED TRAFFIC CONTROL, AND TRAFFIC CONTROL PLANS ARE TO BE PROVIDE BY / y / \ \ !i I -B-L ILDING mug,"• - O THE CONTRACTOR. / \ \ 1 :!: • I . 0 a 7. IT IS THE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL DEMOLITION, DUST AND NOISE CONTROL �'\ / \ l c, A/C a• . COLUMN 'es 1° 11.E MEASURES AS REQUIRED BY THE CITY AND APPROVING AGENCIES ARE MAINTAINED DURING CONSTRUCTION. n 4 HOG I�V�RE 5' WOOD - a 1« IP JAPANESE s I. I / N ❑ 8. CONTRACTOR TO DISPOSE OF ALL DEBRIS AND EXCESS MATERIAL IN ACCORDANCE TO LOCAL AND STATE ~ UNITS kt4/f i �- .,,,k.,4 ,REQUIREMENTS. yw INTERNATIONAL .#o BAPTI _,--- tV ' 9. CONTRACTOR WILL REMOVE AND PROPERLY DISPOSE OF ALL PLANTS, TREES, AND VEGETATION THAT O F " 1 ST CHURCH ji'+a•� N N89 01 43 W 84.65 \ ko �� ---- - « CONFLICT WITH THE PROPOSED IMPROVEMENTS EXCEPT AS NOTED. I «i' �� - o m 10. ALL DEMOLISHED ASPHALTIC CONCRETE AND PORTLAND CEMENT CONCRETE SHALL BE REMOVED FROM SITE F� / 1S1W36CB04400 -_ �- ,.,,�1 z AND DISPOSED OF IN ACCORDANCE TO LOCAL AND STATE REQUIREMENTS. 'o _pm 71% w �, 3.07 AC �, 11. THE CONTRACTOR WILL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF ANY AIRBORNE DUST I \ n " - " Ah„,. ° a NUISANCE AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM FAILURE TO FOLLOW THE °I 0 \ -- rnI LOCAL, STATE AND OREGON DEQGUIDELINES. 1 I SHEET 1 WHEEL / R_. _._ ._ C3 5 12. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO BEGINNING DEMOLITION AND oy y t -I Ph' 4 1 i : - -STOPS (TYP.) / \ - ��„� CONSTRUCTION. �. 1 1 INCH = 20 FEET y y 0 0 / \ k ;I: \ tt a 1 0 ::_7___ ...., 0 20 10 0 20 Nit ' - -g vIy / OF M O 8 u Q a. WASH CO # CD-42/CP-43 ,?....D P R OF, KEY NOTES �c ,.. o N -6.s%y9 �/, 14'4,1 k I0 CONSTRUCT HALF STREET WIDENING PER TYPICAL SECTIONS SEE SHT 6. /410,1'. . T•RECON U1 0 CONSTRUCT PVMT TRANSITION PER TYPICAL SECTION SEE SHT 6. 7?244 Y26,�9ok�\�� Q \,\\ \\ I 1///i/ (1) \� �j/ 3 SAWCUT EXTG PAVEMENT & MATCH WITH NEW PAVEMENT (TIP). RENEWS:6/30/16 j 1 / / 4 TRANSITION HALF STREET WIDTH FROM 16' TO 17' BETWEEN 1� / i I _ STA 9+11.96 & STA 9+14.96. f / 1/! i 1 D 5 MATCH EXTG CURB AND FLOW LINE AT STA +9+14.96. a rn - / -/ / I I C 1 O H U CTI O EDGE OF PAVED TRAVEL WAY. i-� rn A ,J �. \ � / / I \ o U ° y�`� �. 4 <. ^ e,. ° - /// . . �,� :• 4 -� ,� ` / / i 07 CONSTRUCT PVMT TRANSITION FROM EDGE OF PAVED TRAVEL WAY TO D o H d \• '14 C ° d a ° .° "a 4 C ° ° ° . ; 1 ° 1� � d Oji d ' \ 1 i \ '1- k - - -- - - -� 1 1 I > -- �_ , / 1 - \ Ti MATCH EXTG DRIVEWAY PER DRIVEWAY FOR UNCURBED ROAD DETAIL 1080. H --- \ dam+ - _ t d e. ST.. �� ♦ '� _-) J y I // / 1 1 LAS /�/3 Q —_ 7 .�._ — _.— ,s —......-70....,,---,....."-- tet.._— ' ^i " �I f f �a_ •. `r r r -� – J' - y 1�1/ i r r 7 \ O w N a_ ST sr ST ST ST �—-- CO r 1 \ - O CONSTRUCT CURB & GUTTER PER COUNTY DETAIL 2010 FROM STA 8+31.86 a as ST /ST ST o f r �` / / i \ "1 / / �V \ / / \ �` `''�s;,;;„�,��� TO STA 9+14.96 WITH CG-30 INLET AT STA 8+36.61. LLIU -j / I 0 '�{5, © © / / "....,......4.4.N••••6 11.1114 44,4•.4 •S S`1`ida�'ilJi7�a*A=?5454::* a ` . 0 t o \ , � , Q - � , SW SP\RULE STREET`o - -_ _ W o o fY I_ _ - - \n I— - i 1 �- Aiik \ - -- ` I - I - \ - -+� — -•-• I__� - — �- — O CONSTRUCT CURB & GUTTER END TREATMENT PER DETAIL ON SHEET 6 ,�/ z ae -- - \aY 1 \ \ - ` - \ \ '_4 \ FROM STA 8+29.86 TO ST 8+31.86. r r J Q (~!} --•� .._._ -,.,�-- --• ,�� — -- — z- _�� d----__.._. = 4,. _ � `w 3 S k'' � _ `,. RI 0 \ \ I— z W N `- / / r f-- - ( \ ! Via,' � T� - � - \ \ 1 W 10 CONSTRUCT 5' SWLK PER COUNTY CONCRETE SIDEWALK DETAIL 2100. U) W D co ch l// \ 7 f 1 l / Q � r ' ri.`(`:' '”' ,-��:5 e. '� -�'..�aIli* w ..„.,...-.7.,,,,,,,„..,,,....„/ \ \41 I id/ - - Q d , . ! 1 , � -�`•y I roraireL. -•- —'- 0 MATCH EXTG WALK AT SAWCUT STA +9+52.60. WALK TO MAINTAIN A 5' z I. / • �•- • - •: ..- PLANTER STRIP BETWEEN STA 8+31.83 AND STA 9+14.96. w _is / ) / f �, � IIS j \���� ��� �� "AI .,� llIA j i ! �'. _ - — J •\ U W © .•- / / l 1 \ ` >/c/l/ , Air ` �. t �®—� A� Q r . . - v._ -__--r J r 11 CONSTRUCT SIDEWALK BARRICADE PER COUNTY DETAIL 6030. m < o ct Ce 0 1 "MM.' � 1 Q to i� P \ I� D �� 1� , ©\ j F n _J _ gp 191 1 12 TRANSITION & OFFSET SIDEWALK 1' SOUTH AROUND EXTG UTILITY POLE ^ '-' ~ c _ _ _ 4.:: O _ jidilI — _ STA 8+31.83 TO STA 8+39.83. is 1/ ( � / '%f ` I — — — 1_ IMBEIll - /ROW /ROW '-'::-. -77----- A 1 - - - ////' oo ._��`kL,, m E a Li U \\\, irl fy t / 11 \h \ , ( ' • ..7 1 :I * , ±2' \ y. 4 1 ` t I I I 1 5' 3.5' 0 ±8.5' *8 +11.5 16 0.5 5 :24 G / \ " 1:11 \\ ±2% lc 1 \ 11 — I O IT = PROFILE GRADE 0 , 2.5:030: J ` --"::-..- a ' a'' ll\\ // : 67 '-'• - -0-0 iiEl( \" \ 1 - _ °e1 i SIDEWALK BY OTHERS c) to crl Ch ei \ a ..e1:1 ( I I I UNLESS OTHERWISE o \ \ I - I I NOTED, TYP. car)z 1 INCH = 20 FEET \ r - 1 1 3 1/2" OF A.C. PVMT, LEVEL 2, 1/2" DENSE HMAC(TWO LIFTS) plimi \ \ 1 �_ �- -- 2" OF 3/4"-O" AGGR. BASE COMPACTED TO 95% OF T-180 �� II\\ \ K" \ 8" OF 1 1/2"-0" AGGR. BASE COMPACTED TO 95% OF T-180 20 10 0 20 SW SPRUCE STREET SUBGRADE COMPACTED TO 95% OF T-99 HALF STREET IMPROVEMENT STA 8+29.86 TO 9+14.96 NTS 208 - I -- 208 to 200 J AC a200 J- J- U ,_, OO U C n U c 0 1- W M inj . 6y u) �.iN Wo p, ,-, U W l !a'c::: lL .--I U �+' a' to 6 = 0 r -Lty '"' U' II z LLl ~ m a0. rna �I � 0,7-4j-4,-, � > ') ena In E 11 �D � ' c ' 7 .0 1.1,2 W -- - w :t0 I .I N p J. e O W D. r----z�� -- - R, al" I r5 W Vii O M a 'J a 4-' U 4-,-, 4-1 N ,� V1 63 , .. U CI 01^ D N - _ a � WOD ate+ = II EXTG GRADE r In in N x 7 ,ll C ii m @ CENTERLINE ----�— a a I— II W a 0. o N 192 v a � � � 192 N 4469 0 Z EXTG GRADE III LU -� 4.44% @ CENTERLINE 2 i-i 4 °/° 4.41% m LU . 17,+0 I. 7s V CI CI CL I EXTG GRADE Cl. r•r -- .---�� `�"` `— PROPOSED CURB 16' LT n O� r r _ �-" ~ FLOW LINE °. a I I Z 184 _..... ..-. PROPOSED 10" 184 LLJ .� -- ," DI STORM LU L1. EXTG GRADEz rn I- @ CENTERLINE EXTG GRADE PROPOSED EDGE 16' RT OF PVMT"RANSITION SW SPRUCE STREET a F3W a a SHEET 1" HORIZ. = 20' in 1" VERT. = 4' 6 176 176 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 a ni OF E 8 W r 0 0. WASH CO # CD-42/CP-43 < O PROpess KEY NOTES :��40\-\ F-p/°2� '140 Ii . 1 ' CONSTRUCT CG-30 INLET PER CWS CG-30 INLET DWG NO 330. r)i ' A' 't/4 GO U \\\\\\ \ 1 lig (f) O CONSTRUCT 10" DI (CL 52) STORM PIPE DISCHARGING TO EXTG DITCH AT �R`�`I�\,� X36 � /� C NORTH SIDE OF SW SPRUCE ST. \\ /� RENEWS: 6/30/16 t~-t = /j......_ , i ! ! CI SAWCUT AND PATCH TRENCH PER CWS T-CUT DWG NO 600. __ ! I / ri I I = . _ a ,--,,, .____ , ,, ):::. _____ . _ , , ( / / i 1 III ! • , ce H o `r r.\;_: � /1 I 1 1 � I _ 1 _ r� //f �/ I. \ I _ --/ /♦ I I ` o u CD e r d e' r r4 d r :4 .e l . . .. 4• -` _.a - .T/. d .1 r ` �+. -• f �,�.ti^' ti 4 1 I y / / ! \ ` ,-4 Y�-1 • [rs i s 1 r \ ,~ 8 B 1{ i N \ O N +r ✓ . I r --i� / \ a m ST— � ST ST STS- ..,ST Si ST /ST ST (v •_ __ 'n : _.... ..... / /` / i / ' \ ` .,:a"° I © '�I O / N ! ` "a'�i°a�a'dila'4a'.:�iaL•�a::.�a•::.di�i9,a°A'aah°a°a�a:i�:i•:Y,•i1�i°i�i4�idiJ� V"----' _ 1 , S Sf�`RU�E STF `- - ___ _ _ woo— - " 5-5 _ c� T-- 5 S� ss — s s s -- _. -_ S5 ` 1111111111011110 Cr - 1• S3---4-�s5 \ P _ ` \ SS----SS— E- I- N. .1- 2---____ ��---------__\ _ -w-- ._� � 03 .�.._ ..-_ - r � z - a �` C f � - 17 is 7 E \ \ ►i z W N _ - _ �.-�.. .�j • W U�.-r.,,.. W '•i ii 4= aa' z n ?�- rx`' p "`"'''-'4.47,-`,z.'"::''..*-=`"-A-,-.= ^mss \ _.�_!.— r L N ..-‹_---- ST / _T f� "" . ( \ ) 'w err � .�s.� 5. �' 1 �.-_ , \ w W W W 1 W �Jl) V l W W [� O ,/ \ 1 I j `��K\\i(lIIIi/� 411111i1\) , \ Ifv _ ` 00 / I � _ �/ - i [._�" . 1 . . . . � ` " u W Qw ! �� I �� ,.� , ��,, I • , r ►i .• • L= 4 .d •• ; . .!.a. 4y �., • — -- o U Wi, 0N I / -\ I L _ ...--.....:2- �r r I N� ` • 0 pi I I a LnLn , Diin 1 I — Cr ` '` \ �.f -g \ 1 n 9p 191 • .•� \ n r-, CO H .. I 1 O - N 1 - - \.. 192 I p . ..., . k,, c / / .-""- )i i . - pi cP ',.. . i . 4 Li , ‘ i .; t ` - ////� / ` \�\\\ \ � + \ • \ l �\` : to//�/ IT ami . \ . : ,1 ri ..-.9,->;:,_ ›... ,..., I `--\ } -- 1 O - rn 1 G.;\\, 1, 11 N. \ I \ l„. \ \\ 1 • .... _ _ _ 11 7 _—:___<,,,,.,,,/_//j// I rn ,-"-::-------- ; -a : cD fa 01 1 INCH = 20 FEET • \ - -. 1 '-'-‘ — Z CZ) ..to a �1 4 -._. _ ` ` '' — ��S 1 ` 1 :� L I \ -• ����k.,,,i4 dIIIr1o.1,Illl_d!/4,,, 4..1 I 1 If\IN . \ 20 10 0 20 LIII) MANHOLE UD AS APPROVED FACE OF CLASS 'B' GRANULAR BACKFILL AI CURB 33"-•--■•- [ I- c ��-anr.SLOPE tn to .�6" 6.11.o_ PAVING PER f• allififfai-h .. .... liiiiiiiiili 1. I. CLASS "B" CLASS "A" wTACK ALL EXPOSED MATERIAL U al FACE OF CURB 111 limp! PATCH AC TO GREATER OF 3' 200 CO 200 BACK OF CURB MI � THICKNESS OR EXISTING W + 12' MEN. •- II/ 3" WEEP HOLE SURFACE RESTORATION MOUND EXCESS NATIVE MATERIAL 6" MIN.r 6-MIN. EXISTING AC �s CO v OVER TRENCH TO ALLOW SAWCUT • I- II o `=' '=� 1 AS SPECIFIED FOR SETTLEMENT Z w ri CURB I: I� ► Z y N 1����I dG*�.. to OPENING 30 aD ? 1 , '!"':►._ = 2 ..,J In FACE OF ' '! r_ONTRAC11ONU JOINTS • .-0.; .` •.. d 111� �APO.% 'Vet'�� �� , ,►�♦♦♦♦♦1 I�♦♦���4 J � ,Go� 7 1/2' PRE MOLDED ���1;.0 a `•. r � � a �...���4 PROPOSED WIDENING FG Q ti 1+--3'-O' 42' 3'-0"-- - EXPANSION JOINT i .F. • - �� 12 NATIVE TDP SOIL O 0:0°,46:70 °OQ°p° o o p o 0 o C q p o• • 0000 r' rr 'i II FILLER (TYP.) SECTION A—A \ EF 70P SOIL EXISTED o ° p a ° °O o O O ° O o 0:0000:0,00 O O o0 o O O o 0 0 cow II ~ A ;" 95X COMPACTION 80><CX)1{PAC110N PRIOR TD EXCAVATION. O O° 00 o U OOq�0,-,0 00 oQ d°O o ° o© 0 o 00 ° o O° O cD II-- :OTT(Nul FACE OF GUTTER • WITHIN 48" OF Od o 0 Or" O 0 0 Oq °o M F- U d ° SURFACE C. O a o ' ° 0 o O o O o o !!. • • • •• °�° ,� o + D o w PLAN VIEW ° —Z oD�'o ° .• ° qIii i o0 LJ , , - 4 UNDISTURBED ° O oo Q,• 00 O U a 192 --.- - 192 NORMAL GUTTER " MIN. CURB INLET OPENING UNDISTURBED -2 - I COMPACTION NATIVE EARTH-a_ ARTH od] °o°a °0 Do m rn FLOW LINE TOP-FACE OF CURB EARTH BELOW 48 OF -� o O°00 o O N CG 30 INLET MATERIAL. ° o o ° C 1O EXTG G R N D OP-FACE OF GUTTER SURFACE-a_ \ EXISTING o0 O ° Q 00 3/4" - 0 �_W' - `_ 4 _ ��: BASE ROCK 000 00 00 0 0 00 p O0 CRUSHED ROCK 0 Ln IE OUT = 186.75 i�-� ssw DEPTH + `pv�; / o o O D O o qii - FACE-FACE OF GUTTER ' "3/4' `E `� '�` o ° 00 0 o ti BACK-BOTTOM OF CURB VARIES \ , • Mg' +6.:!+`°w , a O°° q o D D� _I Q, Q N 3' NEEP HOLE . ° ro '1.4... . tea►•'t:•, . •� ,, : 0 r LIJJ `e. o ° ° PIPE ZONE t� iz �s•3 ���j 3/4"-0 CRUSHED e: 1° ►• '-`.•• 1/2 PIPE r J 10 DI - CL 52� 36" �� +,'\\ PIPE ONE "`' a n .e..• . a O.D. PLUS B" m F--°I o O 184 37 351..E 184 a • w `••. • 4 r '` !BEDDING di s=0.54% ` % 0 0 80w 0 P - 'o ? //#//. o n /L.1�. B" 30 1 77 i�� Q�. oo O 8° O 8CZO / / L1.. H6- 30: 6 1 1/2' 36" .46\‘ 3/4"-0 PIPE/BEDDING 0 0 o p 0,0` n 0 0 \' Ot 42' \' 9,o'ir,°°°moo ° o o o° °000& .0 •\, N ce 5 FRONT VIEW PERSPECTIVE VIEW SHOWING ?V( ,o, 0 0 a STORM PROFILE % . °000%-. .--80o, 000° ° o .. . °o$� NDTE: �' a z DEPRESSED GUTTER AT CURB INLET v.'zi . Iw�� t! S! r>P! fl.' Mt �t.•;ea/ 2. TEE SID. DRAWING NO.TO BE DONE ORF R BEDDING, PIPE ZONE,AND AND TRENCH BACKFi L 0 teWleg �eiegiet05,t ae0 1" HO RIZ. = 20' NOTES: TRENCH STABILIZATION: 11 � r 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL. ASTM A-36 STEEL, AND BE 1/2 PIPE O.D. PLUS 4' MIN. FOR PIPE SMALLER THAN 18" IF REQUIRED, TRENCH STABILIZATION v 1„ V E�T. = 4, HOT--DIPPED GALVANIZED AFTER FABRICATION. 1/2 PIPE O.D. PLUS 6 SHALL BE SPECIRED SEPERATELY MIN. FOR PIPE 18' AND LARGER AND PLACED PRIOR TO PLACEMENT •• m 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 P.S.I. OF BEDDING MATERIAL z o AND A SLUMP OF 2” TO 4". Lu 176 _ 176 3. INSTALL STEPS WHEN DISTANCE FROM TOP OF LID TO FLOW LINE OF PIPE IS GREATER THAN U LU Z 48", SEE STD. DRAWING NO. 100. SET FIRST STEP 12" FROM TOP OF GRATE AND ALIGN WITH NOTE: - 0+00 0+40 LID OPENING. ALL COMPACTTION REQUIREMENTS PER a n 4. INSTALL STRUCTURE ON MINIMUM OF 8" OF % TO 0" COMPACTED BASE MATERIAL AASHTO T-99 AND ODOTIAPWA SPEC 00405. 5. 72" MAXIMUM ALLOWED WITH DISTRICT OR CITY APPROVAL, TO AVOID CONFLICTS WITH EXISTING SHEET UTILITIES. . TRENCH BACKFILL 7 INLET CATCH BASIN (CG- 30} DETAILSAc-P1--1A1 (- ��; � T CleanWaber Sernces C eanWaber Seances A 5 I -1 A I_.T DETAILS CleanWater Services o REVISED 05-07 Our commitment is clear. DRAWING N0. S90 REVISED 12-06 bac commitment elan. DRAWING N0. 600 REVISED 12--06 Out commitment ie clear. -, DRAWING N0. 330 - _ - OF M 8 6 ti0 J a. WASH CO # CD-42/CP-43 • n5)PROF, �cD ��C,iN--- %? Ara iir, 140 1 it . Fe• Wfh r JP r-4.Ar O'IrGON, 1 Width Of Sidewalk + 1'-0" (Min) 1. 'ONY R \I‘P 3t i� t 2 I/rrrrr„��/A y45• RENEWS:6130116 (/ll N M Virirrrr/A T Air A M M Wrrrrrrr . M A Minimum Of 2" X 2" X 6' Cw Galvanized "Unistrut Telespar" Or 12 = Guage Perforated Posts Or Approved F"'I r, • ���.04; ,",!���/ Equivalent Shall Be Used. J M .44�. Poet \ ��i� ��-`w Sidewa �` "y��� Ho ��%�M,:V/•s,; Anchor ��",�� o U INSTALL EXPANSION JOINT STANDARD CURB AND1-1 14' - 0" O.C. Maximum 06 o I"' GUTTER PER DETAIL ELEVATION Q Anchor Sleeve 2W X 23¢", 18" DeepIN CL m Anchor 274" X 2W, 38' TAPER CURB END ._-, , W U 4:1 MAX SLOP r"", Deep � Sign Post 2 X 2 . 12 Deep w o O W ` LA ce J Qn1- ii 3/8- x 7/18" H F--I Z W N '• II Drive Rivet C U Ci W WN In U I— 01 -TYPICAL POST INSTALLATION I 4--4ce d• W in o lfl LLJ A CO NOTES: Z Ce .-. 3/8" < CD < 0-I ,. Galvanized 1. Rails To Have Alternating Red And White H Q CD 0 0 BoltsW/Nuts �:� 8" Stripes.All Stripes Shall Be Reflectorized. 1—'1 ,— CO I- CURB & GUTTER END TREATMENT MdSign ashers .. 12" 2. See Manual On Uniform Traffic Control Post 2" =" ,, Devices For Streets And Highways And NTS X 2" .E� S" " The Oregon Supplement. 2" X _-� 12" ° io m E 8" �- 8' 3. See Drawing 6050 For installation In A ,I N 0 LP 2" XRa is IN' t) Hard Surface. 0 N Tap = 12' 4. 1"Pan Head Sheet Metal Screws Shall Be EA N. w Board ..: Used If Sheet Panels Are To Be Fastened tv To The Face Of The Cross-Boards. ro G 0 ■ 5. All Materials And Workmanship Shall Be In O1 Sidewalk - 0 Accordance With The Current State Of a i7 Oregon Standard Specifications For In O Construction. m V) to END VIEW 6. The Tap Board Shall Be White. t U Clearance Between Top Of Sidewalk And The Tap Board Shall Be 1". ZF 011:1 [ri Tap Board Shall Overlap The Sidewalk. --I }^"•— fill WASHINGTON COUNTY SIDEWALK BARRICADE Cf) DEPARTMENT OF LAND USE & TYPE III, STEEL POSTS TRANSPORTATION ENGINEERING SECTION Womil PLOT STAMP: 03/11/15 4:15P SURVEY EFFECTIVE DATE: 3/18/2011 WASH.CO.# 6030 Cuo)cAD: 29678ASE.Owc t 5' Min. I I See Drawing 1010 For Edge li 5 m m Structural Sections Of Shoulder s.. Concrete wal 0 .a Face Of Curb as}co i w'0 3 Street Width •� See Note I Road Surface j -.-2% Slope To Street I n y V g I T • r1 3" "3" — �/�//��•` • Ke're-re'/i1!''I''/''I•�1����`�ocaoaso ���/���/��/�• v, m ' •:•: • „ t See Note 5 ,v / h a, 'a ��• : 8 r 4" Of 3/4"—O" Crushed Rock 4-11 rn i 41 yr 3" 4' Min. ---- Sterilize And Compact Sub rade • 0 6" >s '" • I : d 1!z"Max• 4 SIDEWALK AWAY FROM CURB �., I TYPICAL SECTION A.C. DRIVEWAY •+ co a AT A.C" ROAD .. a. �i s 0 C 0 r!/ IP, Ilk•1IP,I��s.��wvaI•w�Y�•-r••• . 1 S' Min. Ye. ,- .- e.Aira :-.4Y.4:•Nlea..�.�: - .• Y-AIr •Mr+ r=�rwil 1.; N a Concrete Wal o n m Base Course �-- 6"---ter 3"...... i a 24" -.....—„--.-12. Curb .1oi NN ~ r c Edge N.T.S. Min. Road -.-2% Slope To Street P 0 2"Of 3/4•'-0" Of Shoulder94,'"'r.."~ �« • x,.�. Kew ' 4"Of 2"-0" See Note 5 in 3 'cu Slope4" Of 3/4"-0" Crushed Rock ` a Varies T —: _ f _ _ - , Sawcut 1$" 18" Sawcut Sterilize And Compact Subgrade - -:�� �'= Notes: ��� - + 1. Concrete Shall Be Oregon Standard �'," �'�� SIDEWALK ADJACENT TO CURB r-I 7121-1-.------: Commercial Grade Concrete Per �./�"'.� mr> ' Section 00440. A � � V�! O T A. Broom Finish DETAIL ' A s i TYPICAL SECTION GRAVEL DRIVEWAY ��. AT GRAVEL ROAD 2. Expansion Joints. Notes: a Q *"� (I/ A. To Be Provided: tr = 1) At Each Cold Joint. pc 1.Concrete Shall Be Oregon Standard Commercial Grade Concrete Per Section 00440. F— LU LUF- 2) At Each End Of Driveways. 3) At Each Side Of Inlet Structures. 2.Panel Dimensions To Be Nominal 5 Feet Or As Directed By Engineer. Perimeters o, O I ,y 4) At Each Point Of Tangency Of The Curb. ni ¢ 0 LLI —7� —� 5) At Locations Necessary To Limit Spacing To 200 Feet. Of Each Panel Shall Be Trowel Finished(shined). All Panels Shall Have A Broom Finish. CA c DRIVEWAY WIDTH TABLEI w15 I 13 3. Contraction Joints. 3.Expansion Joints To Be Placed Adjacent To Driveway Approaches,Utility Vaults, r V n MINIMUM Drainage Inlets,Sidewalk Ramps,Curb Joints And At Spacing Not To Exceed 200 Feet. / LOT FRONTAGE MAXIMUM A. Spacing To Be Not More Than 10 Feet. WIDTH DRIVEWAY DRIVEWAY WIDTH B. The Depth Of The Joint Shall Be At Least 1/3 Depth Of Concrete. WIDTH 4.Sidewalk Edges Shall Be Troweled With A Minimum 1/2"Radius. C. Weepholes To Be Centered With Contraction Joints. .. r D. Weepholes To Be Located As Close As Possible To Property Lines. 0 00 TYPICAL PLAN A.C. OR GRAVEL DRIVEWAY Up To 50 Feet 12 Feet 24 Feet 5.Sidewalk Shall Have A Minimum Thickness Of 6 inches(See Structural Sections In z in 4. Base Rock To Be 1-112"-0"Or 3/4"-0"Compacted To 100%Of AASHTO Standard Drawings 1020 And 1090}If Mountable Curb is Used,Or If Sidewalk is tj z TA9 And Shall BeTo Sub rodeIntended As Portion Of Driveway.Otherwise Sidewalk Shall Have Minimum Thickness n Driveway Surface Material Shall Be The Same As g ,Street Structure,Or 4"In Depth, 0#4 Inches. w The Roadway Surface Material From The Greater 24 Feet+ 1 Foot Per Whichever Is Greater And Extend At Least 12"Behind The Curb. a 0 From 51 Feet To 60 Of Either The Edge Of Pavement To The Property Feet 12 Feet Foot Of Lot Frontage 6.Drain Blackouts In Curbs Shall Be Extended To Back Of Sidewalk With 3"Dla.Plastic • Line Or The Edge Of Pavement To 10'. In Excess OF 54 Feet 5. Drainage Blockout A. 3"I.D.Plastic Pipe With Coupling. Pipe At 2%Slope.Construction Joint To Be Placed Over Pipe. SHEET See Standard Drawings 1081&1082 For B. Drainage Access Thru Existing Curb Shall Be Core Drilled Or Curb Saw Z Culvert Installation. Greater Than 60 Cut Vertically 18"Each Side Of Drain And Repoured To Full Depth 7. At Each CG-30 And CG-48 Inlet Location,Place A 10 Ft.Long#4 Bar Centered u1 Feet 12 Feet 35 Feet Of Curb(See Detail-A). Between Back 01 The Inlet Structure And Back Of Walk. Install Joints And Rebar At8 r+ Direction Of Engineer. 4 in o WASHINGTON COUNTY DRIVEWAY WASHINGTON COUNTY EMERGENCY MOUNTABLE WASHINGTON COUNTY P.C. CONCRETE 01 DEPARTMENT OF LAND USE & DEPARTMENT OF LAND USE & CURB AND GUTTER DEPARTMENT OF LAND USE & SIDEWALK DETAIL • OF TRANSPORTATION FOR UNCURBED ROADS TRANSPORTATION TRANSPORTATION M ENGINEERING SECTION PLAN AND PROFILES ENGINEERING SECTION ENGINEERING SECTION 8 ri PLOT STAMP: 03/11/15 4:15P SURVEY EFFECTIVE DATE: WASH.CO.# PLOT STAMP: 03/11/15 4:15P SURVEY EFFECTIVE DATE: WASH.CO.# PLOT STAMP: 03/11/15 4:15P SURVEY EFFECTIVE DATE: WASH.CO.# CAD: 29&7BASEDWG 3/18/2011 1080 CAD: 2967BASEDWG 3/18/2011 2010 CAD: 2967EASE.DWG 3/18/2011 2110 0 • • p • WASH CO # CD-42/CP-43