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" � , . ........................................ .... .... CHRISPOR . . .1. . .. . I . . . .. . 1. 11 . � . I it , ,�<l , + + +.�', % _. , . I i�xi. it + - 14',�.. . . . I .1 I I. � � I . . .. ,. ,,, + +1 . � . . I . � I . I . . � . � .. .. . + + . .1 I . lwl 1 I, .- , .1 , , � % ­c +, + + � , 1.f4�"411 \ .1 , + ./ . _\\ � �. . I . I . I . I . . . .1 % . 1. . . ... . �. � I . . . � . r N ­ - - ,�,+ + ": >1 ( .�, I + "i I I.. I I � . .. �. : . I . . .. . . , - - .m I 1� 1 .1 . . . .\ e, � I � I , I � � � . . . . � . � ,f,�', ­1 i:jl�A+ + 4 ti(ftAp'l, . � I V � I SHEE . .. � I . . "I �^ it ". �.i_ .. _. .. _1 " ll`�'+ I I T INDEX. I . . + I . ,+ , � � , ".1 + .. I I . . I... I . I I , _­­\ T 0 ;.�`­I-V+(+,�`+t, +'bC+'�T+ + " .., �_, __ . I , , , I I I I I . ." \ / I,,_/j_j � I I I , ".- . ( ) ,it, ,,,��. .) . '__ . . , , I - W. . . .1 . I . .1 .I v,7 + + ?, � + -, I . C), (1, � ,, .40 11 I . I . . + \1 ' , . I __ I . .. I ' I l'y " �e - li? ... !4�:, -* - ­:"t�,4* "I I ,,�.�P�'Y+++++,­, I I 11 Ic , � v / . -4� � . I . . � I... I , .... .- � .1 I .: I !,:- ....i.'. .. . � -oumu ,,/,- I I!r- . I . . � . . I I . _ 1. .. I . ; . ' FOUND SECTION A40N , - '�11111"\ �,,+-+ + 'V + j 14- +')`�'+ + �+ If . . k ;L_�+ _�t. ­­­ / I . . . . . I I COVER SHEET � . . . I .. . .. I . . , I; I N',-_� _-, �-+,_, +T,�,++++,+�+r �i` I t I i \ . -, I �, � ,,,, . \ I . . 1-11 I , �, . I . """� , . 1� . , -, , ­Tj , j llb ".! , I + - X I -� 11 , , c o , . \ , / , I - / /,- _:-��__-_,r_"�.�­-,�)_�ll - I I IL -?-, -�,---, �- " v % . � /,�>_4 / - _," -,\ 1�_ �11 -1 � \ N� / % I I _'. I- (I . I �\ll : , )/� 11 _% - - , ( , ". � ,% \ I I , I , . � D: .. + 0, I � - , � ,�4. UMEN T �il 1, j ,,+�� i,, + + +i 11 ,IJ , I I / , � . � � w 21 MAIR -� it,,_,� + " + ,� ) I , ,�.,­_4 1 . . . . . di I OF 26 1 1 1 . . . . . . : � . I .11 , t� + + _4v / : ++ t * -­. I . I � � I . .. . I . - . ... . I . � . ; I I �. _. I . 1. 1. .. . ....% . ...., ; � . I I � � .. T �+ �,*+t+ - + � , � , " "�_ �; p I +. ""/, / ... . + + I ,- ­1 -, � � / C2 2 OF .26 NO7ES, . . I - I I � I I AS NOTED . I - ULM ;T�'j,�,.,* �,,� + * I + � . �+� .- r�, . ""_ * - 11 , � : . * I I - r\"" �' ++.t++4.k+\ .\ // I � . I I � . �.;. . I . . . .. . . . . :1 \ ., ", - , + + I 11 �l . .. . . . � I I . I CJ .3 OF 26 EXIS77NG.CONDITIONS / TOPOGRAPHY PLAN � � � . . . .. � �.-.. I , I , � � r -- ­ - ­ .- -- - - !. I I . - : . � �. . . . +Z' . :��' � .11 � f FOUND MONUMENT AS NOTED . .1 . �, \ * + ," ) \ � ,,,y x I . I . 1. . p :; ; . ,o---,, __\ " + � t �_+_, + i ,\ 'kv�, !,-,+.,_++"`)� C'A . I I C4 4 OF 26 HORIZONTAL CONTROL -AND S17E PLAN . . I . '. -­ . ,iio- --, __l' , . V11-1k f, I � I . . I t . � I I � I . I I .. � . . I Nk , ,+ \ I I 11 *+ _+,�+-' Y -,+ + + * + -�+ + + I , N4 4 ,+ 1 4�1 - .. 9 � . C5 ,5 OF 26 EN 77ON PLAN - . I . ll� . ;l ,. - �l �+ + T ff , \ / , , .. (D . .. _ / ... I I "I, lltl� ip" , , , \ � 'j, ,�, � x , �) � - . ." 1 11-40 1 MPED V& �11� � � Ilt", +;W++ X"+14 f + f . \ , , ""`lN\ - , �� 1% + , 1+ , \� . � 'i , ___6 I;,_- t�ll I I- ( ,-, �fl �R + \ � . \ " . ,p 3 'Ili, otl �, Q \ K. +t, + .11z� t t + t +,- + !�- & , (/� ", , - _r� '. - --- " , ", , � . I I_ . � I � , 11,11, - ­1 Ir � , + + \. ", . _- I < � - /t_ . I � 1, . I 1, . , .4, ,,i� " ", �, , f, , * i,+ + \� , * i, � /\,�../ " .�(:,) - � ,� . � . . 7REE RET I - , - � ++k+l%+ ,+'-V,r ,,�./ . � . I � " ROAD SIGNAGE I . . . I , N , - ��, ��, ,+ I ". + + +,- � + + + \ \ . m+ ,4\ 'y ..... I I .. .TTEE RETEN77ON TABL � E .. . 1, � I � I . .- ., I � . . . . 4 � � tj�4 + + .+ I I . . . ":_,��,_ "I"* I , I. - � I - ,�*+ 't + " + ,,,,� + I . I �_ �t �\ '-, -,-- - C,J( ') .... .. � / . . ­ . . . I . � . � . . I . ""Iiiiiii�kiiii\ - , +i 14-+ +��+l I + , . ... . + " t,�, + I : +, + � I 0 , - C6 6 OF 26 s - � , . _+%Q) + + + I , . . � ,� .. I I ­ ­ � , MAIL BOX � . 1\ � Q. 1, " N, I , +� . , + + + + � + + + + +�+ +- 11 � I - / � I . . � C7, 7 OF 26 - TESC PLAN . .L . . � . I � I : , . i 1� 1� + ,, + ilk, lt, / - . C8 .46 OF 26 . TESC DETAILS � . i�+2+1' + %%�tV 0, ­.'*� I . . . . I . I I . � � . _�,x ',i�, \ . I !�-;)..'+` * "+(+ i I 1�� I -_ ') - , . I I . 0 k -V ". ��:,�.,L,�, ( � \/ () . I � . . i I -, � lt4 ", , - - 0. i t 1-1 1�� .11 � I I I 'N 14 i 11 , �o . . - - :, . 1, A POWER METER . 1�k N"', I : _4 -+ , 4 ,-- .. I+ � A I � , I , . .i i /,,7 . C9 9 OF 26 GRADING PLAN I . ! I ; ­ , .4.+ 1 " ,, . . I N,N\\ � -) f N', . . I _.. Z ,,, , I I. . , / , , . ,6 _1� � . � .jm... , .. , �\ I . - I + I Z �_ f, " C10 1Q,OF26 GRADING DETAILS � - . I I 1- �. �'. . ------- e . . :1 I . , + - . . . � -, 4:� / I �­: I 1 .4. POWER POLE , , N, , , , , X " +++�+ f � k. I P .. X.-I.: I - . I I // g I I . I I � I . I I I � I 1 � � -,, \ v ,_ , () - __17 1 , CIl 11 OF 26 TRANS/ TION DETAILS . . I � ,��,,, Ill,' I ", , 1� , "-+, + � -v - fl, � .V "' , 4 . ... . . . , I . , + � +, I .. I I I . � \ " , t , ,__ � ,. ,-. *i` '. / / I I C12 12 OF 26 ROAD DETAILS . ; , � I . . I . i IN, - `_\ ��l � , , , I � f - - ,,;,". - . 11 I � � . . \\N� ,4 lk� � �, � , .11 , . � r . \ I / - - I . . I . . ""","","",, , � , , �_ 117 1 � �! lj�() '10 /'\ / . . CIJ 13 OF 26 ROAD CROSS SECTIONS I � I I . I I CA, JUNCT , \" 4. / I " \, . . I � 1, ION BOX, SIZE VARIES - , , , -. . I ­_ : . , - 'VIA I J .*r,,- ,.."\ I . � /\ . I . � C14 14 OF 26 ROAD CROSS SECTIONS AND CHANNELIZA77ON DETAILS . '. . I . " I . . 1� � . . %.. I � -, . . ��:l . � * LIGHT POLE NO ARM 1-11 � h I , .,.��-..: . _� -1 , .) 1� I I . ­ . . 1. C15 15 OF 26 ROAD AND STORM DRAINAGE PLAN � . I I.. . I � , , � . I I I I . . .. . I �l / , +� -- " ml,_� -',,': ,Q) __ �. .. I I + � I . . I . 1 4��_ , - . g_!�­ < - , (�;),� 11 \ ! . �� �, . �_­: "I , '. I � 4 � . . - , . . . I . - . . ;.�, . "I, lil N, "� ,� _\��" �l N 1_.�111' - ".. .. � I . , I . '\� 1, � 1��\ �1' 1 , - - ­ - I 1, - . . . . C16, 16 OF 26 EASTIWEST DRIVEWAY ROAD AND STORM PROFILE . �l -'_,+�,p'.i, , v " ..; - '_ I I ". I . I ,\ I ­ . 9 -') ",*, .. . ­ . .,: . . _ I . . . . i., _lFH ' EASTIWEST DRIVEWAY ROAD AND STORM PROFILE . . I I � . . � I il. . I 1. !. 'l " -- " ­ "�-,,� " """ , , ,:. I , �� 1, .1 .1. I , I / , . . I 4% I .", --�.'-*-_ , , -.­'�, / . + . . . ..: . . I .. N C) FZ � I I I I . . ­1 ­.. .1 . . I \ , ,,% % N N. ". "' � . I I ') I - I . I . . C18 18 OF 26 NORTHISOUTH DRIVEWAY ROAD AND STORM PROFILE � ., . .. I ,� ','�" " � .' L 11 GU Y WIRE l\ 'N,"N � 0 . C �`i / I . � .. I I I , " - ", � / I : I . .. . . . � . . . � 1 : 1. \ "I I i ',*N,,;_:-,.;­\ , I . . . 1, ��. tt� . I to WA TER ME TER � I \ +t-- ;_r '%% \ N '. , , � ; _�z 1-1 . GRAPHIC SCALE. C19 19 OF 26 SE 172ND STREET ROAD AND STORM PROFILE . . 1. ,� �., I I " ., I (' I .... I >11 I . . � I . I . . � : I � . X\ 1� \ \ ,-Y- 1-1,�� -1 I �, I I ' I I . . j�, �, 4 � � . D, I ­­,-?,'�! : :4., C) , - ." �;, / / 11 I I . C20 20 OF 26 SE 172ND STREET ROAD AND STORM PROFILE I I . . �­ . I � , . :14\. "': ;: * rl .., / . . I . � b �R � + I I -,\ ,,, ,\ . 11 - ... I - %if -� . / . ,� 0 20 40 80 1 � � , �.. , Z. I I I 11 I �� ILE � � I .. . . . i. :.1 .]. '.. �!, r� I :�i � I : I 1� , � I ",�, , N, �� �l 12 .. " , ., . I I C21 21 OF 26 BENSON ROAD AND STORY PROF I I I .. . . ­.: . I � 11 �... ,:� " I I "k ,- \ \ \-�l A 'f\' � - - . . . . I I.. I . I I . � . . 1". 1� I t� . I \ - ��l � , 11 I I 11 I I I I . . I . '. , . � .� \ 11, \ 11 I I I.", , .I.. �� I 3N, , �. - / I I . . � . �� .., � 1: I I C22 22 OF 26 STORM DRAINAGE DETAILS . . .. . - .� .. I _._ I . � I LEGEND I \"11� . I . � , 1.11 k ll� . �,,Il � I I : . I .. . .1 . I � 11 . . 1. � i,' "' A WA TER VAL VE � "'\� "'\� . : � z � / � . . . . �. I .... . � i '.'. ,� , 1: . - � I . I , . "I, N-\" N, k i . � ) J_ I k _ , - / I . I I + . 1 INCH = .40 FT. C23 23 OF 26 , VAULT DETAILS , . . .. . I I I � . . f), FIRE HYDRANT I . � " , .. �, - �­ :�-_. I % � I . . . . I - I I I I � � 1. , �, \ ". .� . I, � I,, , Y. �l I .. I I . . I . I �. 1. . . .. � 1� 1. . * I . ----. __ I . � I I : \ \ � �. I 11-1 I . I I I . I 1. I . I I C24 24 OF 26 STORMFILTER DETAILS . . . ... ­'m. . 11 � - - _ ­ - - I", \ � li . .., � . . . I + I 1. . . I .1 11, I _.- - - _­ I . f 1. - -) 'I'll, I - .;. , I I I I . . ;.. .. I � I C25 25 OF 26 COMPOSITE U77LITY PLAN . .. .. . . !. I m - .1 I I . . I I 1 . - El , , TYPE I CA TCH BASIN - � I I " ,- � , , I 1C V, I I . . . I I � . . . � � ��; . ". I 47) - REDUCED STREAM BUFFER , -,� -0 \ \ � t �, P OJEC T DA TA 4ii . I .. � � . . m. ''. � - . . .11 I . .� - - - - - - - - - 9,095 SQUARE FEET . . . 1� . % \­ 1. I I- "' ,-,:�' I . 1. 1. 11 I .. � 1. . + . . .. . I C26 26 OF 26 1 SIGNING AND CHANNELIZA TION PLAN AND DETAILS . I . . , � . � , : . . � . I . I . 11 �, I I % � -) ,­� ( .. I � . I . I I . . I I � . . , , . I . � 1. � , . I 1, "I, . � � 0 STORM DRAIN MANHOLE. . . - - - - - - - - I I . I . \\\ ,\� , I " . 11 I I " 1� I I .� 1� 9 I + � / / . SITE ADDRESS.. � 10615 SE 172ND ST RENTON, WA � - . . . � - . I .11 .1, . ! � - � . . . I', � , N . - '.... ,& I . . . . . .. .. 1. 11 . . .. . . .1 . I . 4 . . 1 " L ','� % .� . I N85' ' '09"W,61 0-1',� I � � . . 10 1 OF 3 1 . I ,�; _1� � � . . . . �\ " N, + -, . . .. . � + . . � I . ILLUMINATION PLAN . I I . I . ... 1. . 1. � .1 .. . I I I ��,, I . . . I 11 , . ., . I I . ... 1. . � �l . I . . . ..... � . I I I � I ,� �� I I - , ... , ,_� I I / . � I .. . I . . I I I . I � .. : `,'� . I � � I . . "N"'iiiiiiii,i,ii. .� " I . TAX PARCEL NUMBER., � 292,305-9009 IL2 2 OF 3 ILLUA41NATION DETAILS I I I : � . .� . �- � % 0- SANITARY MANHOLE . .. , .. . I I I I - � I I I . I � I .... I I . I . �.. . I I I . I . I � I I I � , 1, I . 11 I + .. . . . I . . - � . .. . �... I I I ­ � � i . . . . . � � \__ . - \\ \ " - �- - . - , � __... .., . �' I . I . . I I 1Lj ,3 OF ,3 ILLUMINATION DETAILS . , I . � I I . I ­_­,.,� I � , 1� I.? \\, - - _ - .. . . I . r _:" ­ � Z� . I t+t+t+ .1. � I - ' � : . . I __ :. . � . I +. I .1 . � � � � . I I . . I 1 � I . .. . I.. -� I .1 . . I I � � .. � . I I .. .. . . .. . I . . . I 11 I ­ I � N -) ROCKERY .. . ADDED STREAM BUFFER TYPICAL BUILDINO SETBACKS. � . I "I - /Y I � PROPOSED ZONING DESIGNAT70N.- I RM-F I I I � . . . - I .1 - I . . 11 I � . 11, cx__ . . � I � . I I I .-- � 1\ I 11 . . . I � I I � .. . . . ­ . + + + I 1, . / � I . . . . . . .. . I . � I � I . . . I . I .. . . I � " I I I "::11 . � + .t + 9,527 SQUARE FEET I . � I I . "I , � . � . �v t, 1�� . I I . I . I 1 . ... � . 1. . TS 1 1 OF I SIGNAL MODIFICATION PLAN . . . . � ... . I . I ,... . . + + t -k t + + A . . FRONT YARD SETBACK: 20 FEET . . - -1 �. 1: I I / I � I � I . . . I I � � . I I � � : e * I I . I . . �. � . . I + . . . .. / I I � .. -.. 1:1 // 4�1 . . I . I I I I I . , . .­.: 1, � ., � . I I .. I ­ - .. , PROPOSED NUMBER OF DWELLING UNITS. 74 , . . � I .. . i ­ ..... .. - .; . I ; . , I I C.O.R CITYOFRENTON- . . I STREET SIDE YARD SETBACK: 20 FEET . I . . - ,\I I -\. . K�-mq_ � , I . . I I . I . � . . . . . . . , . I . . � - � 1, I . . �: � . � . I . . , . . *_* I .RADAR SPEED SIGNS . . . � ... . . . . .. i:' . I I I I X $ - I . . . . . . . % I . . . . I I . . I . I.,- i'l .. // I . I RSI I OF I . . . I . I . I I . I I I . I I I I . . . . I . . . I I . I . . � .. I . � I , _'r , . I I . . � . I � . I � . I . . : . I . ­*, ,.i . � . . -1 DUINET ACRE . I I . . . � .. . . . . . . ....... �..... . . � , � . k VE)F VERTICAL BOARD FENCE � I ��,� "I 1// - . I PROPOSED DENSITY. � I I 1. .. � . � 'o . � . I I I I . I . � I . / � 0 .. I . I . 1 .20., .. .. � � .. . II . I -1 . 1, . . I . I . . , � � � od � . I . I . : I . � . . I . . � � + I � I . li . + . � . I . . . . � . I I . 1 1 OF 2 CRI77CAL AREA A41TIGATION PLAN . . - .1 . .. .. . I I . ll," m.. - ; I W ;.: . � � Fiff HORIZONTAL BOARD FENCE � I jj,�,qR .... I NEW A SPHA L T PA VEMEN T VER T1 CAL DA TUA4 � I � I . i . I A. i . . . .. % � 2 2,OF 2 CRITICAL AREA A41TIGATION PLAN I . 1. I . 1. . � . , . .. . . 1, I . . I I . i * I I . I SOOS CREEK . . I . . . . . . . . . tn . I � � . I . . + 1. . . . ­ . . . . .. I .... ,� I , , �3 . . --- I . ,\,_� `1� - . I I I � I" Iz SIDE SETBACK. . 15 FEET . I - . I i I I / I . � . . 11 114 1 SEWER AND WATER DISTRICT - . -11 (T� R� I& P �,,Y I --i - �� j L-,-,-7 7j , � 4 f;') d� I I Mimi, ?� � I 1\ �.. � I I I I L..l I- __l . 11111 R, ,,,��. Ilk " IF . NA V9 88 � . I . . � � . . . . . 1. .. .... . . . : 1. � . . 1. . . . � . I I � . i I I . . I . . . I I . I � . ­ a . .. .�. .1. 1. I �� : +( ' . . I . I I . . � I I � SCHOOL DISTRICT. . ­l. RENTON J40J . . .. � � .1 � - I I . I . . I . I . . . I .. . I ,� .. � Q DECIDUOUS TREE : I I . LEGAL DESCRIPTION: . . . . � . I � . 11, � � . I I � I . . ... . . .. I I . . .1 . . - . I �i, . . ­ 1. I . I . . , ��4 1. � . tq . . �....... - 1. - . . . . . � . I I I I I 1, I I I , .. . I � . . .. . ".. � I I I I . . .. � - . . , j . I... . .., I , . I . . I .� :1. . � I I . . I . I I I � I. � :....4 ,�. .... . I :.-- m . I . . . . I . � I I ,�, . I . I ; - I . � � _.) .0 - , , , � :, I . . Y 1�, ;.. � '. . . . "d . TELEPHONE SERVICE I CENTURY LINK . � � . I . - - :; - I . I .:.; - � . . LOT I TOGETHER WITH LOT 2 OF CITY OF RENTON LOT . � . � + . :. /Ill I . , . p I I :, . I I . 1. .. r ' �� . . . .. I 1. . . � . I I I � ;� w Q) -A-', � . . I'...- ... . , 4 STMENT NO. - LUA-0.9-024-LLA LNO-30-0,349, I IN, I . � . � i . I � � I � I . . . ,� I �l . % . . � .. . � I ­ I . I � +� . - � I I I I �' Ij ....; I . I I .. � .. / . I . � I . � . � I EVERGREEN TREE . I : ". .. ... �,*;.-; " -.: CONCRETE SIDEWALK OR TRAIL , LINE ADJU I � . � , � � . , , I I �l .. I I , ":1. . � 5� , t­ I � . �­ I - !; �,. ., I I � cl, �A, . +. .,. .. . . , �-*ii*,.,i..:., RECORDED DECEMBER 16, 2011 UNDER RECORDING NO. I �_Nl I .. I li4l, � . "I ­ POWER SOURCE. . ­ I PUGET SOUND ENER G Y � 1. . 1'+ � I I .. � . . � . . I. I � I I I I ­ 1+ , I . � 1�� . . � . . . . I . I .1 I I . . I . . . . - � . I r . . I 1. � I 1 . � + ___ I . 1 20111216900001, IN KING COUNTY, WASHINGTON. . I � � I . .� . .11 I . I . - I . . I .. I . � . I . . I � I . . I I .. I I . .11 I rz 11 � — I I I I I I . I . I �, �. . 2, �. � '. � a SANITARY SEWER LINE I I � . I . . I . I . . . ` - I . � . . - , . I I - . - -;:.++..� I . I I .. : I I I , 1. . ,�:, I .11 I 11 . 4 .,.,:., i., I . I BASIS OF BEARINGS . I . . . .. .. I ,__ " - , - -:,.-�-..-_..+.:_:;� . — . .,._`_,�:� " ­ I I . I � ..". "�,­­­;-!q. . � . � � I . , . I mi S TORM LINE ,�, . ... ,­.., 1. L � % I .�'. I I Q� � I ­!�:.,_ '.... GRA YEL SURFACED TRAIL � I I I I . . I ''. I . . ..., __ �. + .� . ...: , � , , . I . . . � i� I I Ii.- . . . i"', .1, I N46*39'10"E BETWEEN CITY OF RENTON HORIZONTAL . I '. . . . . :, 11 . � � .�.: ...... � . 1, :, I . I 0 � . ­­ "P "--- OVERHEAD POWER I I . . ... . .n.. . I �� I � . � I . .� �.. I . I I.. CONTROL POINTS NOS.. 1866 AND 1863. NAD6,3191. .. ; - . � I . I . . � I . � I . . . . . , �b I . . . I I + : ;l . I I I :41 � �� i3 1_1 -.1.1'.. - ­ - . � � I .. I .. I . . . .1 � I � � . . . . � �� ,� � � I . i' -­ UNDERGROUND POWER . . I � BENCHMARK- I . ! 1 . I + __ � � ­ � , � . . I . I-.— I...."., �. ­ � I . I . �l . . 11 I ; � I I rn . � � � . . .. OD CHIP OR NATURAL . � .. . 11 11 � I . wo . ­ � ���:.� I - ­ - W - UNDERGROUND WA 7ER ., CITY OF RENTON BENCHMARK NO. 1915 1 . . �­ � .__ . I I * * * , . I . . 1. I �� 1� � I t � :3 . 1. �� . I . I . . . SURFACED TRAILIAREA I I I �:!..,- � 1-0 . � � . . I . + BRASS PIN IN CONCRETE MONUMENT SET IN 2-112" DIAMETER I : 1. � I I �,_ I 11­1_ ' . !,�l .1 � 0) . " '---- ' UNDERGROUND GAS . I I � PIPE BEHIND CURB ON WEST SIDE OF BENSON DRIVE SOUTH, . ; . I � . . . �1, � �. I'< . � + 11 .. � . . �_ � ­___. T --- UNDERGROUND TELEPHONE I - I � DOWN 0.4' IN MONUMENT CASE ELEVATION = 380.86 FEET . I . . (i) !:1 � . I + I (1)) I � � I I . ; . . � I . . I I- � . . is; + I � . I . I . I I � I . k . I ­1 I 111-- c ­-­ UNDERGROUND CABLE � . I . 11, 11 . . _ � 40 .1 . . I ` .. I . . 1. I , � . j, ... I I � :,.. I I ,�'. I ni� \ . . � _iB � .. . . ....'. I � . __. I - I I ,1.1111 _A_z,,__&�._l_ EDGE OF PA VEMEN T . . :1., I . I I In I � I � . � � I I . .. . I I � . � . I I'', __ � . . AS - UILT � . ­. ­l. . . . 11 4_ I I I X­-----x--- FENCE � 1. . �_. - � , 2 . . � ­ I . � , . . I . . � . I (� .. � . i �j:,� : 1 1 . I � If) I � ..: �. � I NO AS-BUIL T INFORMA 77ON ON THIS SHEET I . I . . . I . ., �. u DECORATIVE LIGHTING FEATURE I I I I . I . I . __ � . . "I CER77FY THAT THE INFORMARON SHOWN HEREON WHICH WAS - . :, ! :, I I �i � � Q) . . I I I .� . , 11i ll.'� � � I ­ __ I I . .AS -BUILT BY D.R. S7RONG, AND MAY INCLUDE LOCA77ONS, � I � !� �: " . Lo . I _ I I `­ . I ELEVA TIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, I 1. 1. . - , I i, . I Q) � .. .. I I �:,:� : I., IN � ACCURA TEL Y REFLECTS EXIVING FIELD CONDITIONS AS DETERMINED I � I . I � . I � . . I I , i: �: , I . I � I � : I I . . 1, .LALjL&.A.. RY UF OR /]A//)FP UY f)IP)rrT lcVIPFPWqI0A/ ON T14Iq nATF- I I . . . . .. . I U,LN,LMAL NU IL,!i.* - � . I - . 1­ . .11 .:� . - L � I L . .1 I I . . . I I I . . I I I I . . ... ­.; AREA OF PROPERTY. '- . .' m .1 I L I . . . I ... . � 164,827 S.F (J. 784 ACRES) I I I . . L L L I . I L I L . I 1. . 11 . I .. . I I . . I . L. . I . L I . I . . . . I � I . . I . � I A REA OF WORK: . . I L . . L L I I 177,211 S. F. (4.068 ACRES) . . . I I I . . I . . � I I . L I I I .1 I I I I .� .L / .. . � L . . I . I L L . DISTURBED AREA: L . 1 I . . I � . L . L L . . I I , . I ' ' L 1.50, 1*36 S.F. (4.447 ACRES) I- . .. . I . I I . I I . . _. L L 11 . I . I I I I L - . I R. 392201 I . L L I L L L ' L _ I . L 1. . ..L . '. ­ ­ 1. . I . . I . LAND IN CRI77CAL AREAS. L 1 . L . . I � . I . . L. - L.L. ­ L I ... I L I .1 . - 4, 01 6 S. F. (0.092 ACRES) . .. 1. . -% I L . . �. . . I . I 1. � 11 . I I . � I . .L ­ , . . � . I - 1. .- I I ;.\I I . N . . . q I I I � - . I . I . . � I .1 : I . I ­:L. L. . � , I I . . I . L I . APPROVED FOR, CONSTRUCTION. I L . NET NEW IMPERVIOUS AREA (ONSI TE): . . . . 69,Q89 S.F. (1.586 licRES) . 11 . . I �. .L . . I . L I I L I I � .1 . . L. 1� . . I I . . SUBJECT TO ERRORS AND OMISSIONS . . ,� .. , M : . . I , . I . . . .I. I., I . . ' I � � I L .. . I . L I I L 1. . . . co - NET NEW IMPER WOUS AREA '(R. 0. W). � I . . . L 23,749 (0,54.5 ACRES) . L I L .. . . I . L .* L i I . L INDI VID UAL BUILDING AREAS. L . . I I _. I . 9,632 � S.F. (WES I) I L BY: I L L L L I . . . . . . . .;. � I DATE: I I . .1 . I . . lii!__.,:� - I ' I . 1 12,612 S. F (EA S I) L . . . . . . I L I .. . . 1. I I .. : I I . . 4 L * , P I () * L I . I L . . I , . I I I I I . I . I I . . I I I L I w PARKING PROPOSED: . . 1 . . . 94 STALLS . I . L , . I BY: L.. I I . DATE: L'. . ;. � . I 1, L . I 11 . ­ , . I..... . � I ., I I I . . .- L � L .) : . NPDES WAR PERUIT,f: . . I WARJO4820 I L 11 . . . . . . . I I L L . . . 0 L I L . L ­.. L .. I .1 11 BY: . 1. . . I I .. 1. L I DATE. , I I 11 . 11 L I 11 � L . I L � . L I ALL SURPLUS SOILS SHALL'LBE EXPORTED I . TO ANAPPROVED DROP OFF I I ,L I . ., ,L. . L I L I I.. I I i S/ TE. FILL NEEDED LIN EXCESS OF ONSITE L SOIL SHALL BE IMPORTED I BY;_ I . . I- . I . I L I DATE: . � . I :­ � :­ L . ... I I '� FROM AN APPROVED SOURCE AND SHALL L . . I I BE APPROVED BY THE .. . I . � .1 I 1. I . � . . .. 1. . J . .. � I L. ­ I .. . I . . I L W flg-/) Tr'll"Allf'A / r'All'lAlrr,Q I I .L . . . � . . I . . . I . _ m if V� I . - . - . I � I . . I I I I I I.. � . . I � � . .. . . I . .. I I I � , I . . I I . . . I . � I . . . � : * . I � I . . 11 I �. . .. - i.. . , I . ­ . � � I . � � � .� � ­­ . � � I. I.. 1: I � I .1 . . . I ' CONDITIONS OF APPROVAL: . I I . I .1.1., I I 1. .. . I I :! 1. . - . � . SW 114 SECTION.29 TOWNSHIP 2J N RANGE 5 E .1 I . 1. . I I . . . . , W. M. I I I I I ... I I � . .....'' �­ I .11 . I . 11 � I ' ' ' : ­ �­ 1. . I .. I . � . . _. .:...... I � C\1 . I . . . THE PROPOSED PRELIMINARY PUD MEETS ALL APPLICABLE CRITERIA QU07ED IN THIS DECISION AND FOR THAT REASON IS APPROVED. . I . . I . 1. . . I . � I . . I . .- I � . � . I � . . : I I . I 1. � I I � . � . I .. . . . . I I . I . . TO . .. . 1. _.".. I ,� �� . I. � (D I , . . I I 1. . � . . . . . REQUESTED REVISIONS TO .DEVELOPMENT STANDARDS IDENTIFIED ,IN FINDING OF FACT NO, 3 ARE ALL APPROVED EXCEPT FOR REVISIONS. . I . I . I . .!! , , I I . ­ . I � . . . .. . . . . I . . � . . ..� 11 I - -150.E2. THE APPLICANT'S REQUEST FOR AN ADDITIONAL 1.5 FEET IN BUILDING 14EIGHT FOR � THE . WEST B G I S I - . : . . �'�. '�- ` 1, I � . . I � RMC 4 9 . � I . UILOINI A PROPOSED W . . . - I .. . � . . . . . . I . . I - " . 1. . ..., . I I I I I . . . I , . j . � IN GEO ECHNICAL RECOMMENDA TIONS: I , . ...''. 1. I A VAM R, ID6# � I .. . � I . � . �;.. 2'... �. I 1. . 1. ____­1 . �. . .1 I , . � I . �.. � I . . ­ . 11 I . I . . � - I I I I I I �, I � I .. 11 I I I . . . � . � : . . . I., . I 4EX. 27 IS ALSO APPROVED. THE PROPOSAL IS SUBJECT TO THE FOLLOWING CONDITIONS OF APPROVAL: I . .. . I I I . I I � . .. I . . I . .. I . .. . I ,� . I � � .1 . I � . � . I I . . . I .. : 4 , . I . . . � .. I � . � I . �: - . . � N SLOPE 3TABILITY . . . - I � . �� � . .. CUT AND FILL SLOPE . �. . . . . . .. I 1. THEAPPLICANT SHALL COMPL Y WTH THE A41TIGA T1.0N MEASURES ISSUED AS PART OF THE DETERMINA TION OF NON -SIGNIFICANCE � .. . : � . . , �'. _ . . I . CT) SURFACE EVIDENCE OF SLOPE INSTABILITY, PRIMARIL Y ALONG THE STREAM CHANNEL WHICH IS TO REMAIN UNDEVELOPED. A E 0 P C . � � . . I I I I � . I . . . I.... :.�:. I . I I ­ . WE DID NOT OBSERVE B S D ON TOP GRA H/ CU T SL OPES I I * . . I I . . MITIGATED ERC ADDENDUM, DATED APRIL 7,2016. 1 . I � I . . � . .1 . ': � I ...� i� I ,� . ,�_ . I �� CY) 16, - 8 AND THE UNDERGROUND PARKING FOR THE NORTH BUILDING. 2. T14E APPLICANT SHALL BE REQUIRED To RECORD FORMAL LOT COMBINATION OR BINDING S17E PLAN IN . � . * . . SURVE', PLANS AND OUR SITE OBSERVATIONS, SLOPES W1774IN THE SPRINGBROOK RIDGE PROPERTY ARE LESS THAN 25 PERCENT GRADE AND ARE THEREFORE NOT I T IS EXPEC TED THA T TEMPORAR Y CU IS OF UP TO FEET WILL BE REQUIRED FOR S TORM WATER VA UL T . . . I ORDER TO ENSURE THE PROPOSED i . , i ; I I . I . � I . � .. . I � I I .. . . I ' .. � . I . . . . . . I �. .1, . I . . I � � � M �. .'' lk I REGUb TED AS A SENSITIVE OR PROTEC I THE APPROPRIATE SLOPE FOR TEMPORARY CUTS IS DEPENDANT ON SEVERAL FACTORS INCLUDING THE PRESENCE OF GROUND WATER, THE TYPE AND DENSI TY OF BUILDINGS ARE NOT BUILT A CROSS . . . � � - . . I .... � . � I � . I . . . I � PROPERTY LINES. THE INSTRU41ENT SHALL BE RECORDED PRIOR TO BUILDING PER IT APPROVAL;� 11 . . �:, � I � . . . . . I � . . . . I . . I � .. . . . I I I .. I : . .1 . I .. - CUT, SURCHARGE LOADING ADJACENT TO THE CUT AND THE TIME OF CONSTRUCTION. BECA . _ . - 0 I . ... SOILS, THE DEPTH Or I . USE MANY VARIABLES ARE INVOLVED, THE ACTUAL . J. THE APPLICANT. SHALL,BE REQUIRED TO SUBMIT A DETAILED LANDSCAPE PLAN TO THE CURRENT PLANNING PROJECT MANAGER.PRIOR TO . � I . .., 11 - HIGH 9AL MINE HAZARD AREA CONSIDERATIONS I . I I I � I 11 I . I . � . . I I " . I . I I � I .. . I ­6 " � . . - � . CONSTRUCTION PERMIT APPROVAL COMPLYING MTH RMC 4 1 1 , . � I . I. � I '' . 141, I- SLOPE REQUIRED TO MAINTAIN STABILITY CAN ONL Y BE APPROXIMA TED. THE FOLLOWING RECOMMENDA TIONS APPL Y TO TEMPORARY CUTS. ' -4-070. 1 . I . 1. . I I I . I . I TEST P TP-9 APPEARED TO ENCOUNTER THE FORMER A41NE ENTRY BECAUSE OF THE PRESENCE OF FILL TO DEPTH (AT LEAST 15-FEET DEEP). CURRENTLY, THIS AREA is . I I . � 1. � . I � ' ; !;. � I � I I � � I � . . . I � � 0 TEMPORARY CUTS IN EXCESS OF 4 FEET SHOULD BE SLOPED NO S TEEPER THAN 1.5H.- IV. THE CUTS MAY HAVE TO BE FLATTENED FOR STABILITY IF GROUND 14. THE APPLICANT SHA A DETAILED LA (OR I .... . . � � I . . � . LL BE REQUIRED TO SUBMIT NOSCAPE PLAN DEPICTING AT LEAST 132, TWO-INCH CALIPER, TREES' I. .� PLANNA) FOR PARKING AND AN UNDERGROUND STORMWATER DETENTION VAULT (VAULT 8). IN OUR'OPINION, THIS FORMER MINE ENTRY, THOUGH APPARENTLY FILLED TO A WATER SEEPAGE IS -ENCOUNTERED � I . I . . . � �. . I I I � .. . I I . I i:'' - I THE GROSS EQUIVALENT INCHES) ON SITE; NOT INCLUDING THE THOSE TREES LOCATED WITHIN THE NATIVE GROWTH PROTECTION EASEMENT . ,; I I 1'. 1, I DEPTH �FATLEAST 15 FEET, WILL NEED TO BE EXCA VA TED DURING CONSTRUCTION TO EXPOSE THE PLAN DIMENSIONS OF THE TUNNEL AREA AND TO REFINE OUR 0 TEMPORARY CUT -SLOPE INCLINATIONS SHOULD BE,MADE IN ACCORDANCE WITH APPLICABLE OSHA AND WISHA REGULA TONS. . I ,� ()O, , , I . � THE DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ; I 1:1 . � I � . . RECOM, I ENDATIONS FOR RECLAMATION AS DESCRIBED BELOW. WE EXPECT THE FORMER A41NE ENTRY TO BE ABOUT 5- TO 8-FEET IN DIAMETER AND INCLINED AT ABOUT 55 PERMANENT CUT SLOPES SHOULD BE INCLINED NO STEEPER THAN 2H. IV. THE UPPER PORTION OF CUT SLOPES WILL EXPOSE LOOSE TO MEDIUM DENSE WEATHERED .1 . . . � . 1. I . I � . I . . . . 11 I I �( . I I I � I . I � I I � I . CONSTRUCTION PERMIT APPROVAL. . ,D � . 11 I .. . . I I i . . TO 60 IEGREES BELOW HORIZONTAL DOWN TO THE SOUTH. THE DIAMETER OF THE FORMER MINE ENTRY SHOULD BE CONFIRMED DURING SITE PREPARATION AND GRADING. GLACIAL TILL SOIL THAT MAY BE SEVERAL FEET THICK. THE WEATHERED GLACIAL 77LL SOIL WILL BE SUBJECT TO LOCALIZED RAvELING AND SLOUGHING AND MUST . 1, � I I . I I �'.. . � � I I . I . . I � I � �5. THE APPLICANT SHALL .SUBMIT A REVISED LANDSCAPING PLAN DEPICTING A MINIMUM THREE-FOOT LANDSCAPED SETBACK FROM THE � 00 . I I � I . . I . � I I . .. 1, I � � THE ANA77ON OF THE A41NE ENTRY SHOULD CONSIST OF A,S7RUC7URAL PLUG (CONTROLLED DENS/ TY FILL - CDF) THA T WILL REDUCE THE RISK OF FU TURE CA VING THEREFORE BE � SL OPED NO s TEEPER INA N JH: 1 V - . ! i I � ... � I . . 1. I . I I -SIDEWALK AT THE BASE OF RETAINING WALLS ABUTTING, OR W7741N, PUBLICRIGHTS-OF-WAY LANDSCAPING SHALL INCLUDE A A41XTURE OF I 00., .1 . � II . I .1 � . . I I I ­ j ,, I L_ AND ORT SURFACE FACILITIES SUCH AS A PARKING LOT ANDIOR UNDERGROUND STORM& TER VAULT. THE STRUCTURAL PLUG SHOULD CONSIST OF LEAN CONCRETE FILL SL OPES � . .1 . I . ­ � . I I � . .. . I � 1. � I . SHRUBS AND GROUNDCOVER (TREES ARE OPTIONAL IN CONFORMANCE .WITH THE STANDARDS OF RMC 4-4-07OH4, PERIMETER PARKING LOT C) I . I I . I . I ) . I I � � � I I j.; . I THAT I I . STRUCTURAL FILL SLOPES MA Y BE SLOPED A T 2H.- I V OR FLATTER. ALL SURFACES WHICH WILL RECEIVE FILL SHOULD BE PROPERLY STRIPPED OF VEGETATION AND LANDSCAPING. THE REVISED LANDSCAPING PLAN SI�ALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER !I USED TO FILL A "PREPARED EXCAVATION." A DIAGRAM SHOWING THE SCHEMATIC DETAILS OF THIS RECLAMATION FOR A PARKING LOT CONDITION IS SHOWN IN THE I , . . . I I . .. . . . . I . . I ­ r 11 . I .. � � .. . . . �C) .! . . ­ I � .!,� � HIGH L A41NE HAZARD RECLAMA 77ON PLAN (PARKING AREA), FIGURE 3 AND FOR AN UNDERGROUND STORMWA TER VAUL T IN THE HIGH COAL 44INE HAZARD RECLAMA TION ORGANIC MATTER PRIOR TO PLACING FILL. FILL PL A CED ON EXISTING SLOPES WHICH ARE STEEPER THAN 4H. IV SHOULD BE PROPERLY KEYED INTO I . I �_ '. . . I . . I THE NA TI VE SLOPE . PRIOR TO ENGINEERING PERMIT APPROVAL. � . I . HE APPLICANT SHALL SUBMIT A REVISED A41TIGATION PLAN WHICH ADDRESSES THE CRITERIA FOUND IN'RMC 4-,3-0,50.H.2 I .. .. I . I �..Ip. I PLAN IORMWATER VAULT), FIGURE 4. BASED ON OUR EXPERIENCE, THIS TYPE OF MINE OPENING RECLAMATION HAS BEEN USED FREQUENTLY BY THE U.S. DEPARTMENT OF SURFACE. THIS CAN BE ACCOMPLISHED BY CONSTRUCTING THE FILL IN A SERIES OF 4- TO 8-FOOT-WIDE HORIZONTAL BENCHES CUT INTO THE SLOPE. THE FILL I � 6. T . � . I . . I . ­ I . � - I . . 1. � . LO L, IN TERR OFFICE OF SURFACE MINING.. THE PREPARED EXCAVATION SHOULD BE COMPLETED DURING SITE GRADING BY REMOVAL OF EXIS77NG FILL SOILS TO A DEPTH OF AT S. I T__ I I . . . . SHOULD BE PLACED IN HORIZONTAL LIFT WE RECOMMEND THAT FILL BEFLACED ON ,THE CUT BENCHES As SOON As POSSIBLE FOLLOWING CONSTRUCTION OF THE '77NG T . I M I I . ;I I . I . . . . ­. I I � I DEMONSTRA HE REDUCED � BUFFER WOULDN'T NEGA T VEL Y I PACT THE FUNCTION OF THE STREAM., THE REVISED A41 TIGA TION PLAN SHALL I 1: �, . I LEAST '5 FEET OR TO AT LEAST 5 FEET BELOW THE BASE OF THE UNDERGROUND STORMWA TER VAULT, OR AS DETERA41NEO BY A GEOTECHNICAL ENGINEER OR GEOLOGIST BENCHES. . I I , THE CURRENT PLANNING PRO,JECT MANAGERPRIOR TO ENGINEERING PERMIT APPROVAL. I I i , 1 . I I � * � . . .BE SUBMITTED TO_ AND APPROVED BY � 0 � � i I . I � . � DURINC EXCAVATION. THE PREPARED EXCAVATION SHOULD BE WIDENED INTO THE NATIVE GLACIAL TILL AREAS THAT SURROUND THE MINE OPENING BY AT LEAST 5 FEET TO . . I -3-050.H.2 11 L! I � . ; . . .. I I I FOUNDATION SUPPORT . 7. THE APPLICANT SHALL SUBA41T A REVISED A4177GATION PLAN WHICH ADDRESSES THE CRITERIA FOUND IN RMC 4 1 . .. I I . II . I I . . - I . I I I I r I W FORM 11E "PLUG- AND SHOULD ALSO BE OBSERVED BY A GEOTECHNICAL ENGINEER OR GEOLOGIST DURING EXCAVATION THE VAULT, WHERE UNDERLAIN BY THE FORMER � Um I . ! WE RECOMMEND THAT ALL FOOTINGS BE FOUNDED ON EITHER THE MEDI DENSE OR DENSER WEATHERED OR UNWEATHERED GLACIAL TILL, OR STRUCTURAL FILL . DEMONSTRA TING THE BRIDGED CROSSING WOULDN'T NEGA 77VEL Y IMPACT THE FUNCTION. OF THE STREAM. THE REVISED A4177GA TION PLAN % . :� � (D MINE E ITTY, SHOULD HAVE THE BASE DESIGNED TO SPAN. AT LEAST /a FEET As A DESIGN REDUNDANCY I . , . . I I . I � p I . I . � . OVERLYING GLACIAL TILL, IF LOOSE wEATHERED GLACIAL TILL IS ENCOUNTERED AT FOOTING SUBGRADE LEVELS, ,IT MAY BE NECESSARY TO COMPACT THE WEATHERED SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL. . � . I . I � . � . � I I . SITE PREPARATION AND EARTHWORK I I . I TILL TO STRUCTURAL FILL SPECIFICATIONS. CONTINUOUS STRIP FOOTINGS SHOULD BE AT LEAST 18-INCHES MDE; ISOLATED SPREAD F0077NGS SHOULD HAVE A MINIMUM . & THE APPLICANT SHALL ESTABLIS14 A NATIVE GROWTH PROTECTION EASEMENT OVER THAT PART OF THE SITE ENCOMPASSING THE STREAM . 11 - to . . I HE LOWEST ADJACENT FINISHED GRADE. THE BASE OF AND BUFFER AREA AND PLACE SPLIT RAIL FENCING AND SIGNAGE ALONG THE OUTER EDGE OF THE BUFFER. THE FINAL MITIGATION PLAN .� � I . I I St IF ARA TION �, � - I ­­ I I WIDTH OF 2 FEET WE RECOMMEND THAT ALLEVERIOR. FOOTINGS BE FOUNDED AT LEAST 18 INCHES BELOW T , � .1 �i� I .: CON 77ONAL SITE PREPARATION PROCEDURES FOR THE TYPE OF TERRAIN AND FOREST PRESENT ON THE Sit ARE EXPECTED., WE RECOMMEND THA TALL TREES, FALLEN INTERIOR FOOTINGS SHOULD BE FOUNDED AT LEAST 12 INCtIES BELOW THE FINISHED FLOOR GRADE. AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF MAY BE SHALL INCLUDE ALL SPECIFICATIONS FOR FENCING AND sIGNAGE AND.SHALL BE SUBMITTED TO, AND ,APPROVED BY, THE CURRENT PLANNING . I I 1. � I .. ' . I I . . I . . � 1, . . � . . I � ., . USED FOR DESIGN OF ISOLATED AND CONTINUOUS SPREAD FOOTINGS FOUNDED IN ACCORDANCE PR JECT MANAGER PRIOR TO ENGINEERING PERA41T APPROVAL. I I . 1. . CC LOGS, USH, LOW-GROWNG VEGETATION AND FOREST DUFF BE REMOVED FROM THE PLANNED DEVELOPMENT AREA. WE RECOMMEND THAT ANY HAZARDOUS TREES (E.G., WITH OUR RECOMMENDATIONS. AN ALLOWABLE SOIL BEARING PRESSURE, 0 ' . � . I . 1. � . . . . I TREES AT LEAN TOWARD OR MAY EVENTUALLY FALL ONTO PARKING OR BUILDING AREAS) BE REMOVED OR TRIMMED. WE EXPECT T14AT STRIPPING MLL BE ON THE ORDER OF 4,000 PSF CAN BE USED FOR FOOTINGS BEARING ON THEPENSE OR VERY DENSE UNWEATHERED GLACIAL TILL. THESE VALUES APPLY TO THE SW OF ALL DEAD 9. 714E APPLICANT SHALL BE REQUIRED TO PROVIDE, TO 774E CURRENT PLANNING PROJECT MANAGER, TREE RETENTION I I I � . . � . I I k , < I I I I I ; I � . PLUS LONG-TERM LIVE LOADS, EXCLUDING THE WEIG14T OF THE FOOTING AND ANY OVERLYING BACKFILL. T14ESE VALUES MAY BE INCREASED BY ONE-THIRD WHEN . INSPECRON/MONITORING REPORTS AFTER INITIAL CLEARING, FINAL GRADING, AND ANNUALLY FOR TWO YEARS BY A QUALIFIED PROFESSIONAL I 1�. OF 12 18 INCHES UNLESS EXCESSIVE DISTURBANCE IS CAUSED BY CLEARING OPERATIONS. LOCAL AREAS OF BRUSH AND TREE STUMPS MLL REQUIRE ADDITIONAL . I I . . . I I � I . . I . . I . .. . . . . . I I � � . . . � �: ­ z STRIPP G. TREE ROOT BALLS SHOULD BE REMOVED AND REPLACED WITH STRUCTURAL FILL. DISTURBANCE TO A GREATER DEPTH CAN BE EXPECTED IF CLEARING EARTHQUAKE OR WIND LOADS ARE CONSIDERED. THE SETTLEMENT OF FOUNDATION ELEMENTS BEARING ON DENSE TO VERY DENSE GLACIAL TILL WILL BE NOMINAL (LESS FORESTER. THE INSPECTION1440NITORING REPORTS SHALL IDENTIFY ANY RETAINED TREES THAT DEVELOP PROBLEMS DUE TO CHANGING SITE . ­ i - � . . 11 1: I � ; . OPERA 'ONS ARE DONE IN WET WEATHER. .THE EXCAVATED WEATHERED AND UNWEATHERED GLACIAL TILL SOILS ARE MOISTURE -SENSITIVE AND DIFFICULT TO OPERATE ON THAN Z INCH). THE EXPECTED SETTLEMENT MLL INCREASE AS THE STRUCTURAL FILL UNDERLYING THE FOOTINGS INCREASES. WE EXPECT THE MAXIMUM TOTAL , CONDITIONS AND PRESCRIBE A41 TIGA 77ON. � I . I � I ,.i: . < ' ''.. I . I . .� . 1'' � . AND COMPACT DURING WET WEATHER. RUBBER-77REO VEHICLES AND EVEN FOOT TRAFFIC WILL DISTURB THIS MATERIAL WHEN IT IS ABOVE -OPTIMUM MOISTURE. THIS SETTLEMENT OF FOOTINGS FOUNDED ON STRUCTURAL FILL PREPARED AS RECOMMENDED WILL BE LESS THAN ABOUT 1 INCH. THEREFORE, PROVIDED MERE IS NOT AN 10. THE APPLICANT SHALL PROVIDE INTERPRETIVE SIGNAGEIINFORMATION REGARDING DIFFERENRARNG ELEMENTS. (TREES, LANDSCAPING, I . � 1�� I .1 > MA, �L READILY ABSORBS MOISTURE, IS DIFFICULT TO DRY OUT, AND ALSO HAS A FAIRLY HIGH EROSION POTENTIAL. ACCORDINGLY, SILT FENCES AND OTHER EROSION ABRUPT TRANSITION BETWEEN FOOTINGS UNDERLAIN BY FILL AND THEUNWEATHERED GLACIAL TILL, WE EXPECT .DIFFERENTIAL SETTLEMENTS WILL BE LIA41TED TO ABOUT DRAINAGE, ARCHITECTURE, ETC.) OF THE PROPOSED DEVELOPMENT AT A STRATEGIC PLACE(S) ON SITE. THE SITE PLAN DEPICTING THE , . L. I I < PRO TION MEASURES WILL BE NECESSARY. . 112 INCH BETWEEN COMPA I RABLY LO � ADED ISOLATED COLUMN FOOTINGS OR KITHIN . 50 FEET ALONG CONTINUOUS STRIP FOOTINGS. IF A SHARP TRANSITION BETWEEN THE - . . � -AND APPROVED BY 11 B I . I I � I I �: � , I . . I I � SIGNAGE SHALL BE SUBMITTED TO,' , THE CURRENT PLANNING PROJECT MANAGER PRIOR TO UILOING PERA41TIFINAL PLAT I . I � . ��;: I . .. I . FILL AND THE UNWEATHERED GLACIAL TILL IS ENCOUNTERED DURING CONSTRUCTION, THE TRANSITION CAN BE MADE A40RE GRADUAL BY EXCAVATING SOME OF THE I � . . .. . . I I I! .., I STRUC JPAL FILL ". . . I .11. .11.11-1 . � . I . I I I - . . APPROVAL WHICHEVER COMES FIRST I I . .� I . I ,� . I ; - I I 1� I - URAL FILL. STRUCTURAL FILL MATERIAL S14OULD BE FREE OF DEBRIS ORG . � I . I I I I . I . I .. . . . .. - � .11 I . I � ALL NEW FILL IN BUILDING AND PARKING AREAS SHOULD BE PLACED AS STRUC7 � , ANIC UNWEATHERED GLACIAL TILL AND REPLACING IT KITH STRUCTURAL FILL OR TAKING THE FOOTINGS FOUNDED ON WEATHERED GLACIAL TILLISTRUCTURAL FILL DEEPER. WE 1 1. A DETAILED FENCING. PLAN SHALL BE PROWDED IDENTIFYING THE LOCATION AND SPECIFICATIONS FOR ALL FENCING ON SITE. :ALL FENCING ,;d . � ,I i­ - CON TA INANTS AND ROCK FRAGMENTS LARGER 7HAN 6 INCHES. THE SU/ TABILI TY OF MA TERIAL FOR USE AS STRUCTURAL FILL WILL DEPEND ON THE, GRADATION AND RECOMMEND THAT THE PREPARA77ON OF THE SHALLOW FOUNDATION SUBGRADES AND STRUCTURAL FILL PLACEMENT BE OBSERVED BY A REPRESENTATIVE OF OUR � . , SHALL BE MADE OF QUALITY MATERIALS IN KEEPING WITH THE ARCHITECTURAL AESTHETIC OF THE PROPOSED STRUCTURES. THE FENCING. - m . � I;— I., I . I I ERED DURING CONSTRUCTION. LATERA . . . . STAFF SO THAT OUR RECOMMENDATIONS CAN BE A4001FIED AS NEEDED BASED ON THE ACTUAL FIELD CONDITIONS ENCOUNT, L PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERA41T APPROVAL. . .. � il .. I . . A401S CONTENT OF THE SOIL. AS THE AA40UNT OF FINES (SOIL PARTICLES PASSING THE U.S. STANDARD NO. 200 SIEVE) INCREASES, SOIL BECOMES INCREASINGLY � � .. � � I .. � . m ­ .. I . - I . LOADS CAN BE RESISTED BY PASSIVE RESISTANCE ON THE SIDES OF THE FOOTINGS AND BY FRICTION ON THE BASE OF THE FOOTINGS AND FLOOR SLAB. PASSIVE 12. THE APPLICANT SHALL PROWOE A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY w1TH6UT CASTING EXCESSIVE GLARE .1 � I I I . . SENSI 1E TO SMALL CHANGES IN A401STURE CONTENT AND ADEQUATE COMPACTION BECOMES MORE DIFFICULT TO ACHIEVE. I I . - ENGINEERING PERA41T REVIEW. PEDESTRIAN SCALE AND DOWN LIGHTING SHALL BE USED IN ALL 0 I I . . I . � I � . I . . . . I I �. . I RESISTANCE MA Y BE EVALUA TED� USING AN EQUIVALENT FLUID DENSITY OF JOO PCF, ASSUMING THAT THE SOIL AROUND THE FOOTINGS FOR A DISTANCE OF TWICE THE - , ON ADJACENT PROPERTIES; AT THE TIME OF :�, . , � I I . . . .. . . 11 11 . �!! 11 I . . � COMMO I BORROW - WE RECOMMEND THA T COMMON BORROW FILL. CONFORM WITH SECTION 9-0j, 14(3) OF 774E 2008 WSDOT STANDARD SPECIFICA TIONS FOR ROAD, BRIDGE FOOTING DEPTH CONSISTS OF EITHER DENSE CLACIAL TILL OR COMPACTED STRUCTURAL FILL. THE TOP OF THE TRIANGULAR PASSIVE PRESSURE DISTRIBUTION SHOULD CASES TO ASSURE SAFE PEDESTRIAN AND VEHICULAR M I 0 ! �, . . I . � 11 � I �. OVEMENT, UNLESS ALTERNA77VE PEDESTRIAN SCALE LIGHTING HAS BEEN APPROVED . I... ­ I .1 . I .. I I..;� , - . 1 I � � AND M NICIPAL CONSTRUCTION (STANDARD SPECIFICATIONS). COMMON BORROW WILL BE SENS177VE TO CHANGES IN A401STURE CONTENT AND COMPACTION KILL BE DIFFICULT BEGIN A T THE BOTTOM OF ADJACENT FLOOR SLABS OR PA VING OR BELOW A DEPTH OF'I FOOT WHERE THE ADJACENT AREA IS UNPA VED, AS APPROPRIA TE. ADMINISTRATIVELY OR IS SPECIFICALLY LISTED AS EXEMPT FROM PROVISIONS LOCATED IN RMC 4-4-075 LIGHTING, EXTERIOR ON-S17E. � 0 I", z I . � . " . � OR IMF � VE DURING WET WEATHER, WE RECOMMEND THAT COMMON BORROW BE USED AS STRUCTURAL FILL ONLY DURING DRY WEATHER CONDITIONS WHEN FRICTIONAL RESISTANCE CAN BE EVALUA7ED USING 0.4 FOR THE COEFFICIENT OF BASE FRICTION AGAINST . � I I . .. . . . . .. ­ . � . � I 1. I I � . I . I . . I . I , . I . - . I - I . PROPE MOISTURE CONDITIONING CAN BE ACHIEVED.. . . I I .1 . . INCORPORATF A FACTOR OF.SAFETY OF ABOUT 1.5. . I . . I � . ALONG SE 172ND ST A REVISED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, 7HE PLAN REVIEWER PRIOR TO.E.NGINEERIN.G I : LO .1. � %:.-, I �. I . � . 1. . I - . ­ I � I � I . . I I ' 1. - I I I : ''I ,� I , 1. �, I .. I . I . GR I A BORROW - WE RECOMMEND THAT GRAVEL BORROW CONFOR . M W1 TH SECTION 9-6j. 14(i) OF THE 2008 STANDARD SPECIFICA TIONS. WE RECOMMEND THA T GRA VEL . SLAB -ON -GRADE I � I � . . � . PERA41T APPROVAL. . I .� . ­.T__ ., � I I ,� I . � . . . . .14. PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMITS, ALL COMA40N FACILITIES, INCLUDING BUT NOT LIA41TED TO UTILITIES, STORM ,� -, � . I . . �. . BORRO e CONTAIN NO MORE THAN 5 PERCENT FINES DURING WET WEATHER AND IN WET SUBGRADE CONDITIONS. I .. THE SLAB -ON -GRADE SUBGRADE SHOULD BE PREPARED IN ACCORDANCE W17H THE PREVIOUSLY DESCRIBED SITE PREPARATION AND E`AR7HW0RK RECOMMENDATIONS. . � I . � . < .� . � I I ''.. . . � I . I I . � - I � . I � . . -CREA T . I I . ' � . REE IS, R4 ION FACILITIES, ETC., SHALL BE COMPLETED BY THE DEVELOPER OR, IF DEFERRED BY THE . �. DRAINAGE. ST I . I . . � I I � - 1. . I D � . REUSE �F ON -SITE MATERIALS - THE NATIVE SOILS (WEATHERED AND UNWEATHERED GLACIAL TILL) MAY BE REUSED FOR STRUCTURAL FILL DURING PERIODS OF EXTENDED WE RECOMMEND THAT THE SUBGRADE. SURFACE BE COMPACTED SUCH T14AT A MINIMUM COMPACRON OF 95 PERCENT OF THE MOD (ASTM TEST METHOD D 1557) IS � . I I . . . I .. - � I . I 11 � I � I . � PLANNINGIBUILDINGIPUBLIC WORKS ADA41NISTRA TOR OR HISIHER DESIGNEE, ASSURED THROUGH A SECURITY DEVICE TO THE . Cl TY EQUA L , TO =... . ,- I DRY M THER. SOIL CONTAINING A40RE THAN 20 PERCENT ORGANIC MATTER (ROOTS, FORESTOUFF AND TOPSOIL) SHOULD ONLY BE USED ,IN LANDSCAPING AREAS OR FOR ACHIEVED BEFORE PLACING S7RUCTURAL FILL OR CAPILLARY BREAK MA TERIAL. WE RECOMMEND THA T A COMPACTED BASE -COURSE LA YER CONSISTING OF A T LEAST 4 1 I . .. I . I . � � . . I ... I I I � 1. I THE PROWSIONS.OF R,MC 4-9-060. 1 . .�j � , 0 THER :1URPOSES WHERE SPECIFIC COMPACTION CRITERIA 15 NOT REQUIRED. . . � . . I INCHES OF GRAVEL CONTAINING LESS. THAN 3 PERCENT FINES BE PLACED ON THE SUBGRADE TO PROVIDE UNIFORM SUPPORT AND ACT AS A CAPILLARY BREAK . I I I . I I . . ; I . 1. . .. . . 1� � I , I . I I . ; I . I . . ­:­.. I'll � I I I . I . .15, ALL COMA40N FACILITIES NOT DEDICATED ,TO THE CITY SHALL BE PERMANENTLY MAINTAINED BY THE PLANNED URBAN DEVELOPMENT . �:-. BENEA7H THE SLAB. A VAPOR RETARDER SHOULD BE PLACED BENEATH THE SLAB IF MOISTURE CONTROL IN THE SLAB Is CRITICAL (I.E., WHERE TILE Of? CARPE77NG IS * I I I .. .1 . . I I . I - ­ PLACEA ENT AND COMPACTION - FOR PLACEMENT DURING WET WEATHER OR ON WET -SUBGRADES,.STRUCTORAL FILL SHOULD CONTAIN NO MORE THAN 5 PERCENT FINES. I . I I I I .1 I - owNER, IF THERE IS ONLY ONE OWNER, OR BY 774E PROPERTY OWNERS' ASSOCIATION, OR THE AGENT(S) THEREOF. IN THE EVENT THAT I I I FILL PL ICEMENT OVER WET GROUND SHOULD COMMENCE WITH AN INITIAL LIFT OF ABOUT 24 INCHES OF GRAVEL BORROW WIN LESS THAN 5 PERCENT FINES. THIS LIFT TO BE GLUED TO THE SLAB). THIS VAPOR RETARDER SkIOULD CONSIST OF POLYETHYLENE SHEETING. A LAYER OF CLEAN SAND NOT A40RE THAN 2 INCHES IN - 11 .. . 1. � . � . I I . .. * SUCH FACILITIES ARE NOT MAINTAINED IN A RESPONSIBLE MANNER, AS DETERMINED BY THE CITY, THE CITY SHALL HAVE THE RIGHT TO %1. I . . THICKNESS MA Y BE PLACED OVER THE POL YETHYLENE SHEETING. THE VAPOR RETARDER SHOULD BE PLACED IMMEDIA TEL Y BELOW THE SLAB, WE ESTIMA TE THA T THE . I � ., I � . � � I . I . . 1. �. I . j: I" � SHOULI BE COMPACTED BY ROLLING WITHOUT VIBRATION TO REDUCE THE POTEN77AL FOR INDUCING "PUMPING" OR "YIELDING" OF THE UNDERLYING SOILS. DURING DRY . . .. I I . � � � PROVIDE FOR THE MAINTENANCE THEREOF AND BILL THE OWNER OR PROPERTY OWNERS' ASSOCIATION ACCORDIN Y SUCH.BILL, IF UNPAID, ��:,, I I . � ­ . SETTLEMENT OF FLOOR SLABS DUE TO UNIFORM AREAL LOADS OF 150 PSF WILL BE LESS THAN 112 INCH. THESE SETTLEMENTS ARE EXPECTED TO OCCUR RAPIDLY . . . . I . - OL . ... �1� .. I . : j, I I WEA . , .THE FINES CONTENT MAY BE UP TO ABOUT JO PERCENT, PROVIDED THAT THE FILL CAN BE MOISTURE- CONDITIONED AND COMPACTED TO THE DEGREE SPECIFIED I 1. . . � . � I SHALL BECOME A LIEN AGAINST EACH INDIVIDUAL PROPERTY I I �. ... 1 ,, - 1. 11 � . UPON LOAD APPLICATION. . I I 11 . . 11 11 I I I 1. I . - I . . ' I � 5 ,q5 R I I I . . I BELOW STRUCTURAL FILL SHOULD BE COMPACTED TO AT LEA T PE CENT OF THE MAXIMUM DRY DENSITY (MOD) OBTAINED FROM ASTA4 TEST METHOD D 1557, THIS I � I � . I I . . 16, THE APPLICANT SHALL CREATE A PUBLIC OUTREACH SIGN IN COORDINATION WITH CITY OF RENTON TO COMMUNICATE WITH ROAD USER5�, j� I ­ . .1 I . . ­ I I I � I � ­ ­ I I . ,... ;i . . . . I I APPLI ' TO ALL U77LITY TRENCH BACKFILL AS WELL. wAstE FILL IN LANDSCAPING AREAS NEED ONLY BE COMPACTED TO THE EXTENT REQUIRED FOR TRAFFICABILITY OF STORMWATER DETENTION VAULTS I I . tHE GENERAL PUBLIC, AREA RESIDENCESAND BUSINESSES, AND APPROPRIATE PUBLIC EN77TIES ABOUT PROJECT INFORMATION; ROAD 1� � I I I . I .1 I � � ­ � � . . � I .. . I . 1, I . CONS �JCTION EQUIPMENT AS A GUIDELINE, WE RECOMMEND THAT STRUCTURAL FILL BE PLACED IN HORIZONTAL LIFTS WHICH ARE 10 INCHES OR LESS IN LOOSE WE EXPEC T 7HA T THE S TORM WA TER DE TEN TI ON VAULT STRUCTURES (VAULTS A AND B) WILL BE ,SUPPORTED ON UNDISTURBED UNWEATHERED GLACIAL TILL IN A DENSE CONDITIONS IN THE WORK ZONE. AREA; AND THE SAFETY AND MOBILITY EFFECTS OF THE WORK, ZONE. THE SIGN SHALL BE PLACED ON SITE I . . . . . . I I �­ I � I : . I . . I . . . . . . I I THICKN4SS. THE ACTUAL LIFT THICKNESS WILL DEPEND OF THE COMPACTION EQUIPMENT USED AND THE QUALITY OF THE FILL. EACH LIFT SHOULD BE C044PACTED WITH OR DENSER CONDITION. WE ESTIMATE THAT SETTLEMENT OF THE VAULT STRUCTURES WILL BE LESS THAN I INCH USING AN ALLOWABLE BEARING PRESSURE OF 4,000 1 4.� , � I I . � PRIOR TO CONSTRUCTION COMMENCEMENT I I I . I � I I 1�1 j I � . 1, I �. I . � VIBRA Y EQUIPMENT TO AT LEAST 95 PERCENT OF THE MOD. THE MOISTURE CON7ENT OF THE FILL 14ATERIAL SHOULD BE ADJUSTED AS NECESSARY TO ACHIEVE THE I PSF. SETTLEMENTS ARE EXPECTED TO OCCUR RAPIDLY AS LOADS ARE APPLIED. BACKFILL AROUND THE VAULT STRUCTURES SHOULD BE PLACED IN HORIZONTAL LIFTS I � . . � . - I . I . I 1z 7HE APPLICANT SHALL PROVIDE A REVISED SITE PLAN DEMONSTRATING COMPLIANCE WITH THE PRIVATE OPEN SPACE STANDARD OF AT ;, 1_ . . .� ­ . I . I . 1. I . 11 I I . . ! RE DEGREE OF COMPACTION. EACH LIFT SHOULD BE COMPACTED TO THE REQUIRED SPECIFICATION BEFORE PLACING SUBSEQUENT LAYERS. NONSTRUCTURAL FILL WITH A MAXIMUM LOOSE THICKNESS OF ABOUT 8 INCHES AND COAdPACTED TO AT LEAST 90 PERCENT OF THE MOD (ASTM TEST METHOD D 15,57). ONLY LEAST 15-FEET IN EVERY DIMENSION FOR ALL GROUND RELATED UNITS THE REVISED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED iI . . ' . . I . I . . . .1 I I .� I �.. I, � I I .1 - EXIST TH 14AND-OPERATED COMPACTION EQUIPMENT SHOULD BE PERMITTED WITHIN 5 FEET OF THE VAULT STRUCTURE WALLS TO AVOID EXCESSIVE LATERAL PRESSURES ON THE BY, .THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL WHICHEVER COMES FIRST I I I 1 I.. � I I � PLA IN LANDSCAPE ,AND WASTE -FILL AREAS WHERE THE ING SURFACE SLOPE IS NO STEEPER AN 4H.-LV (HORIZONTAL TO VER77CAL) NEEDS TO BE COMPACTED I I .1 .. . . . .. 11 "OR BACKFILL PLACED AS DESCRIBED, WE RECOMMEND USING A DESIGN LATERAL PRESSURE IMPOSED BY AN EQUIVALENT FLUID WEIGHING 55 PCF THE DESIGN 18, THE APPLICANT SHALL PROVIDE REVISED ELEVA TIONS DEA40NSTRA 77N CO PLIANCE W7H THE PRIVA TE OPEN SPACE STANDARD OF A T - ONLY THE DEGREE REQUIRED FOR TRAFFICABILITY OF CONSTRUCTION EQUIPMENT AND EFFECTIVE SURFACE DRAINAGE. ALL NONSTRUCTURAL FILLS SHOULD BE SLOPED NO WALLS. F G M � I � . . . .1 I . I . � . . . . .1 . � I � I . I I I . I . � ,� S THAN 4H.- I V. NONSTRUCTURALFILL 13 VERY SUSCEPTIBLE TO EROSION. THEREFORE, WE RECOMMEND THAT ALL NONSTRUCTURAL FILL. AREAS BE IMMEDIATELY I LATERAL PRESSURE IS BASED ON MAINTAINING DRAINED CONDITIONS IN THE SOILS SURROUNDING THE VAULT STRUCTURES. IF A DRAINAGE SYSTE I I 11. . � . . � . .1 . . I M CANNOT BE � . LEAST 60 SQUARE FEET IN SIZE WTH NO D144ENSION LESS THAN 5 FEET FOR ALL UPPER - STORY UNITS. THE REVISED ELEVA TIONS SHALL BE I PROTECTED FROM EROSION. WE RECOMMEND THAT A REPRESENTATIVE FROM OUR FIRM OBSERVE THE PREPARATION FOR, PLACEMENT, AND PROVIDED AT THE BASE OF THE VAULT STRUCTURES, WE RECOMMEND DESIGNING THE STORMW47ER DETENTION VAULT STRUCTURES FOR A LATERAL PRESSURE . SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNINGPROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL WHICHEVER COMES ­ I ,SEED PLANTED, OR OTHERWISE . .. . I I... �.. . . . I . . . I I I I . . .1 . I .1 . I . I ... I . COMPA '77ON OF STRUCTURAL FILL. AN ADEQUA TE NUA48ER OF IN -PLACE DENSITY TESTS SHOULD BE COMPLETED IN THE FILL TO. EVALUATE IF THE DESIRED DEGREE OF RESULTING FROM AN EQUIVALENT FLUID WEIGHING 90 PCF FROM A DEPTH OF 2 FEET BELOW THE GROUND SURFACE TO THE BOTTOM OF THE VAULT A RECTANGULAR . FIRST � ,� .. � . � I I . 1-1 I I I . I . I I 4; 1 . . . � , . . .. I . I . . -1 � I . � .. - N A OUNT , COMPA 'TION IS BEING ACHIEVED. PRESSURE EQUAL TO 0 45 TIMES THE WEIGHT OF SUPERIMPOSED DEAD OR LIVE LOADS AT THE SURFACE SHOULD BE ADDED WHERE PRESENT UPLIFT FORCES ON THE I 1. � . . . JF_ . � I . 19. PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMIT, THE. DEVELOPER SHALL FURNISH A SECURITY DEVICE TO. THE CITY /N,,41 M I I . � �...� 11 � . I 111. . � UNDERGROUND STORMWATER. VAULT CAN BE RESISTED BY THE WEIGHT OF SOIL LOCATED ABOVE THE STRUCTURE OR SLABS WHICH PROTRUDE BEYOND THE WALLS AND 'EQUAL TO THE PROVISIONS OF RUG 4-9-060. LANDSCAPING SHALL BE PLANTED. WITHIN ONE YEAR OF ,THE OA TE OF FINAL APPROVAL OF 11 . FILL St rTLEMENT I I � I I . I . . . .1 I . . ­ . I . . � �: � � . I .1 I �­ I . I I I . . - I ­ . ­ I : BY FRICTION BETWEEN THE WALL AND THE ADJACENT SOIL. WE RECOMMEND THAT SOIL WEIGHT BE COMPUTED USING. A DENSITY OF 125 PCF A80VE THE WATER TABLE. . THE PLANNED URBAN DEVELOPMENT, AND MAINTAINED FOR A PERIOD OF 2 YEARS THEREAFTER PRIOR TO THE RELEASE OF THE SECURITY. . I" WE EXf ,vC T THA T FILL AREA 5 ML L BE UNDERLAIN B Y MEDIUM DENSE TO . VER Y DENSE SIL TY SAND W1 TH VARIA BLE AA40UN IS OF GRA VEL AND COBBLES (WEA THERED AND I . - . I � � . I I . � - ii. � . � . � I . .1 . FRIC77ON BETWEEN THE WALL AND THE ADJACENT BACKFILL SOIL MAY BE ESTIMATED USING A COEFFICIENT OF FRICTION OF 0.2. THIS COEFFICIENT OF FRICTION VALUE , :: DEVICE. A SECURITY DEVICE FOR PROVIDING MAINTENANCE OF LANDSCAPING MAY BE WAIVED IF A LANDSCAPING. MAINTENANCE CQN7RACT I : :1 . UNWEA HERED GLACIAL TILL). SETTLEMENT OF THESE UNDERLYING MATERIALS IS EXPECTED TO RANGE FROM 54 TO I INCH AND SHOULD OCCUR RAPIDLY AS FILL is � ,�. . � � . I � � INCLUDESA FACTOR OF SAFETY OF 1,5. IF A PROJECTING BASE SLAB IS USED, THE PERIMETER AREA OF THE SOIL ON THE SIDES OF 77-IE PRISM FORMED BY THE WITH A REPUTABLE LANDSCAPING FIRM LICENSED TO DO BUSINESS IN THE CITY OF RENTON IS EXECUTED AND KEPT ACTIVE FOR A 2 YEAR , . . . . .. PLACEL SOME SETTLEMENT WILL ALSO OCCUR WITHIN THE FILL ITSELF, ESPECIALLY WHERE THE FILL THICKNESS IS GREATER THAN ABOUT 5 FEET WE ESTIMATE THAT THE . . I I . .1 I .1 I . . I . � I . ' . I . . . . I . I �% li . . I I I I BASE SLAB AND THE VERTICAL DISTANCE TO THE GROUND SURFACE MAY BE, USED WITH A COEFFICIENT OF FRIC77ON OF 0.25 TO CALCULATE RESISTANCE TO UPLIFT PERIQD..A.COPY OF SUCH CONTRACT SHALLBE KEPT ON FILE WITH THE PLANNING DIVISION. I I I .. I I I I . MAXIML W AMOUNT OF SETTLEMENT WITHIN THE FILL WILL BE NO A40RE THAN 1 PERCENT OF THE FILL THICKNESS. THUS. FOR A 10-FOOT THICK FILL SECTION, SETTLEMENTS � � I � 1. . . . I _ I I , _ � � , I ,1: I ON THI ORDER OF I TO 1.5 INCHES MIGHT OCCUR. I I I I I I I � 20. 7HE BUILDING ENTRIES FROM A STTEET SHALL BE CLEARLY MARKED WITH CANOPIES, ARCHITECTURAL ELEMENTZ ORNAMENTAL LIGHTINGi I .i:, I I � � I . SUBGRADE (,2A_SEA4ENZ) WALLS I � 1, : . I . . I 11 � - I . I � .. . .. .11 I I., ­� I . I I . : I SUBGRADE WALLS MAY BE REQUIRED FOR BUILDING CONSTRUCRON. THE LATERAL SOIL PRESSURES ACTING ON SUBGRADE WALLS DEPEND ON THE TYPE, DENSITY AND ANDIOR LANDSCAPING AND INCLUDE WEATHER PROTECTION AT LEAST FOUR AND ONE--�HALF FEET'(4-112) WIDE. THE REVISED. ELEVATIONS ... � ., I I � . I . I . . �� I I � . .- I .. EXCA V) TIONS ,�, I . I . I I . . . I .. I . I L. I �� I I I - .11 � � SHALL BE SUBA41TTED TO, AND APPROVED.BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVA � I -W I I - . . . � . . 1. I I I I . 1. I I 1, I � � � IN GEN AL, A40ST MATTRIALS ENCOUNTERED IN OUR TEST PITS AND BORINCS CAN BE EXCAVATED USING CONVENTIONAL HEAVY CONSTRUCTION EQUIPMENT SUCH As A GEOMETRY OF THE SOIL BEHIND THE WALL AND THE AA40UNT OF LATERAL WALL *MOVEMENT WHICH CAN OCCUR AS BACKFILL IS PLACED. FOR ALLS 7HA T ARE FREE TO . . . �'_ I ... I . . � ' 21. THE APPLICANT SHALL BE REQUIRED TO SUBA41T A REVISED SITE AND LANDSCAPING PLAN DEPICTING ENTRANCES AND PEDESTRIAN. . I � . . ­ I YIELD AT THE TOP AT LEAST ONE ONE-THOUSANDTH.'OF THE HEIGHT OF THE WALL, AN AC77VE PRESSURE OF 3 45 AND 60 PCF SHOULD BE USED FOR LEVEL � 1. I I I I . . I "... I HI TA Ch UNWEATHERED GLACIAL TILL. IS GENERALLY IN A DENSE TO VERY DENSE CONDITION AND MAY BE DIFFICULT TO . � . I I ., . 15, 1 11 . � CONNECTIONS FROM GROUND RELATED RESIDENTIAL UNITS, ALONG SE 172ND ST, TO THE PUBLIC SIDEWALk THE REvIsED LANDSCAPE AND I I 1. I I I � � . I . . I EXCA V� TE. WE EXPECT THAT OCCASIONAL BOULDERS WILL BE ENCOUNTERED IN THE GLACIAL TILL. TYPICALLY, BACKSLOPES. 4H.- IV BACKSLOPES AND 2H. IV BACKSLOPES, RESPECTIVELY THESE VALUES ASSUME THAT THE SOIL BEHIND THE WALL IS FREE DRAINING. FOR "AT - � . . I I THESE BOULDERS ARE LESS THAN 6 FEET IN DIAMETER . I 11 I I I . I . I SITE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT. APPROVAL. , ":. . I I I I . I I . I . I I . I I .. . . . . .. . ; I BASED 9N OUR EXPERIENCE IN THIS AREA, HOWEVER IT IS POSSIBLE INA T LARGER BOULDERS 44A Y BE PRESkNT BEDROCK MA Y BE ENCOUNTERED LOCALL Y IN DEEP REST" CONDITIONS WHERE THE WALL IS RESTRAINED AGAINST MOVEMENT AN ACTIVE PRESSURE OF 50, 55, AND, 75 PCF SHOULD BE USED FOR LEVEL BACKSLOPES, I I . � I:- . I ' � STAFF IS AWARE THERE MAY BE TOPOGRAPHIC CHALLENGES MTH EN7RANCES ALONG SE 172ND ST AND.THE APPLICANT.1 ENCOURAGED. TO , I . . . I I IS I .. .. . �. � . ,� .. I . EXCA V, TIONS, ESPECIALLY FOR THE STORMWATER DETENTION VAULTS THE BEDROCK MAY BE DIFFICULT, IF NOT IMPOSSIBLE, TO EXCAVATE IF THE TRENCH EXTENDS 4H.- 1 V BACKSLOPES AND 2H. 1 V BACKSLOPES, RESPECTIVEL Y THESE VALUES ASSUME THA T THE SOIL BEHIND THE WALL Is FREE DRAINING. SURCHARGE EFFECTS PROVIDE STAIRS TO THE UNITS OR DEA40NSTRATE SEPARATE ENTRANCES ARE NOT FEASIBLE PRIOR TO BUILDING PER441T APPROVAL. I I , I . I .. . � . . I . . � � . I I I .. 1. I 1. . . I I I I k. . . I GREA THAN 5 FEET INTO THE UNWEATHERED BEDROCK. HARD BEDROCK MAY REQUIRE MECHANICAL SPLITTING OR BLASTING TO LOOSEN. ALL TEMPORARY CUT SLOPES SHOULD BE CONSIDERED AS- APPROPRIATE. IN SETTLEMENT -SENSITIVE AREAS, THE BACKFILL FOR SUBGRADE WALLS SHOULD BE COMPACTED TO AT LEAST 95 PERCENT 22. THE APPLICANT SHALL SUBMIT REVISED REFUSE'AND RECYCLE ENCLOSURE ELEVATIONS WHICH INCLUDE A ROOF. THE REVISED . 1. I . . . I . . I . . I I � 1 - . . . 11 . . I � . I., . I .. ! . I . I -(W - WE OF THE MOD (ASTM TEST METHOD D 1557). AT OTHER LOCATIONS, WALL BACKFILL SHOULD BE COMPACTED TO BETWEEN 90 AND 92 PERCENT OF THE MOD (ASTM � ELEVATIONS S14ALL BE SUBA . 4ITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT I : j: � I I I I L . AND ORING MUST COMPLY WITH THE PROVISIONS OF TITLE 296 WASHINGTON ADA41NISTRA77VE COD,� A C), PAR T N, "EXCA VA TION, TRENCHING AND SHORING. . - I I I �. I I I I . I . . � . ", I CON IRA C TOR IS PRESEN T A T TEST METHOD D 15 7). MEASURES SHOULD BE TAKEN TO PREVENT THE BUILDUP OF EXCESS LATERAL SOIL PRESSURES DUE TO OVE GO PACTION OF THE BACKFILL . I I im. .. I i I RECO THAT TEMPORARY EXCAVATIONS, INCLUDING ANY TEMPORARY SHORING, BE MADE THE RESPONSIBILITY OF THE CONTRACTOR. THE 5 R M APPROVAL. � I . . . . . THE S1 CONTINUOUSLY AND is BEST ABLE TO OBSERVE CHANGES IN SITE AND SOIL COND177ONS AND MONITOR THE PERFORMANCE OF EXCAVATIONS. . � BEHIND THE WALL. CARE MUST 13E EXERCISED BY THE CONTRACTOR TO AVOID OVERCOMPACTION. A DRAINAGE ZONE CONSISTING OF CLEAN, FREE-ORAINING GRANULAR: 23. THE APPLICANT SHALL REVISE THE SITE PLAN TO DEPICT A DIFFERENRATION IN MATERIALS FOR ALL PEDESTRIAN CONNECTIONS WITHIN : . I ,� . . . . . . ;i, I I SH � . I . I MATERIAL CONTAINING LESS THAN 5 PERCENT FINES AT LEAST 18-INCHES WIDE SHOULD BE PLACED AGAINST THE BACK FACE OF THE WALL FOR ITS FULL HEIGHT. � PARKING AREAS ANDIOR DRIVE AISLES ON SITE. THE REVISED SITE PLAN SHALL BE SUBA41TTED TO AND APPROVED BY THE CURRENT I I � � � I 11 11 I . . . � . � � I ' . ­ I %, I POSITIVE DRAINAGE BEHIND SUBGRADE WALLS SHOULD ALSO INCLUDE INSTALLING A FOOTING DRAIN AT THE BASE OF THE WALL AS DESCRIBED IN THE DRAINAGE PLANNING PROJECT MANAGER PRIOR TO BUILDING ENGINEERING PERMIT APPROVAL. IF THIS COND177ON OF APPROVAL IS MET THEPROPOSAL , 1. � . � . I T MA NECESSARY TO SUPPORT TEMPORARY EXCAVATIONS TO MAINTAIN THE INTEGRITY OF THE SURROUNDING UNDISTURBED SOILS AND A41NIA41ZE DISRUPTION OF . � I I I I � � I . . I . � . I . I II I . I I . , . � I � I : I � I . � . .1 I . . CONSIDERATIONS SECTION OF THIS REPORT I I I I - . . I � . . A OJA .. VT AREAS, AS WELL AS TO PR07ECT THE PERSONNEL WORKING KITHIN THE EXCAVATIONS. BECAUSE OF THE DIVERSITY OF A VAkABLE SHORING SYSTEMS AND .. . I � WOULD SA RSFY THIS STANDARD. . . I .1 I , . . I I � . I . I . . ;.. .. ... . . . - . . . 124. THE APPLICANT SHALL PROVIDE DETAILED SPECIFICATIONS FOR ALL SITE FURNITURE, AND ART, IN ORDER TO ENSURE DURABLE, VANDAL- . 11 I . . . . . I., ,; � . CONS ICTION TECHNIQUES, THE DESIGN OF TEMPORARY SHORING IS A40ST APPROPRIA TEL Y LEFT UP TO THE CONTRACTOR PROPOSING TO COMPLETE THE INSTALLATION. LATERAL RESISTAN 11 � 1. : . I I I � I � I I !.. .- I . I � . I . . . . .. THAT.THE SHORING BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER IN WASHINGTON, AND THAT THE PE -STAMPED SHORING PLANS AND LATERAL LOADS CAN BE RESISTED BY PASSIVE RESISTANCE ON THE SIDES OF THE FOOTINGS AND BY FRICTION ON THE BASE OF THE FOOTINGS AND FLOOR SLAB, I AND WEATHER -RESISTANT MATERIALS ARE USED. THE SPECIFICATIONS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT ., .. . . I HOWE , WE RECOMMEND � . I � . . I � I . I . � . . ,[;.. %:.... I . . . .� I . I I I - . - - . . . .:.� . . . .PLANNING PROJECT MANAGER PRIOR BUILDING PERMIT APPROVAL. I .. % I � . ... . CALCU TIONS BE SUBA41TTED TO THE PROJECT ENGINEER FOR REVIEW AND COMMENT PRIOR TO CONSTRUCTION. THE FOLLOWING PARAGRAPHS PRESENT RECOMMENDATIONS PASSIVE RESISTANCE 10A Y BE EVALI)A TED USING AN EQUIVALENT FLUID DENSITY OF 300, 240, 290 AND 150 PCF FOR A LEVEL FORESLOPE, 4H. L V FORESLOPE, 3H. L V . I I � . 1, I � � � I I � - � . . . . . .. I , I : I - SUBMIT REVISED ELEVATIONS DEPICTING ENTRANCE ETAILING/ A THER PROTECTON FOR GROUND RE A t . 1. Z I HAT WE CONCLUDE ARE APPROPRIATE FOR, THE SUBSURFACE CONDITIONS AT THE SPRINGBROOK RIDGE . FORESLOPE AND 2H.-LV FORESLOPE, RESPECTIVELY, ASSUMING THAT THE SOIL AROUND THE FOOTINGS FOR A DISTANCE OF AT LEAST TWICE THE FOOTING DEPTH . 25. THE APPLICANT SHALL 0 WE I L TED UNI IS, V ): .. . . . . � . I . - , Ck� . FOR TYPE OF SHORING SYSTEM AND DESIGN PARAMETERS T . . . I I I . � . . � 1. � I.. . 1. . I � I . ,:, . I . 1. i .. % � . . -TOP OF THE TRIANGULAR PASSIVE PRESSURE DISTRIBUTION SHOULD BEGIN AT ONG SE 172NDST: THE � � � I . FENCING, PEDESTRIAN CONNECTIVITY, LIGH77NG Fl,�TURESCON A TING ATE 1ALS ANDIOR SPECIAL DETA LING AL . . PR TY THE MAJORITY OF THE MATERIALS WITHIN THE PROJECT AREA CAN BE RETAINED USING CONVEN77ONAL TRENCH SHORING SYSTEA43 SUCH AS TRENCH SHIELDS OR CONSISTS OF EITHER MEDIUM DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL THE I TR S M I? , I , . I If � � " � 1. n SHEET ES, WITH LATERAL RESTRAINT THE DESIGN OF TEMPORARY SHORING SHOULD ALLOW FOR LATERAL PRESSURES EXERTED BY THE ADJACENT SOIL, AND SURCHARGE THE BOTTOM OF ADJACENT FLOOR SLABS, ROAOWAY PAVEMENT, OR BELOW A DEPTH OF I FOOT WHERE THE ADJACENT AREA is UNPAVED, AS APPROPRIATE. . � . . REVISED ELEVATIONS SHALL 13E SUBA41TTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING. PFRMIT I. .. .. . I � . : . � .1 I I I . I., : . I _. I . I . . I #... I I . �. (a I LOADS UE TO TRAFFIC, CONSTRUCTION EQUIPMENT, AND TEMPORARY STOCKPILES ADJACENT TO THE EXCAVATION, ETC. LATERAL LOAD RESISTANCE CAN BE MOBILIZED FRICT70NAL RESISTANCE CAN BE EVALUATED USING 0.4 FOR THE COEFFICIENT OF BASE FRICTION AGAINST FOOTINGS AND THE BUILDING SLAB. THE ABOVE VALUES � APPROVAL WHICHEVER COMES FIRST � I I . . ­ .. � � I I I . I � . - . . . . . - . . ... . - - . I . . I . . i , I . .� ...'� � THRO THE USE OF BRACES, TIEBACKS, ANCHOR BLOCKS AND PASSIVE PRESSURES ON MEA48ERS THAT EXTEND BELOW THE BOTTOM OF THE EXCAVATION. TEMPORARY � INCORPORATE A FACTOR OF SAFETY OF ABOUT 1.5. . . � . . . I 90. THE APPLICANT SHALL SUBA41T A MATERIALS BOARD SUBJECT TO THE A � . . . I . ... . I . . . . PPROVAL OF THE. CURRENT PLANNING PROJECT MANAGER PRIOR, - !: .� It - � I I .. -TO BUILDING PERMIT APPROVAL. THE BOARD SHALL INCLUDE COLOR AND MA7ERIALS FOR THE FOLLOWING. GUARDRAILS, FACADE, TREA TWENTS,.� - . 4 I � I . . SH U77LIZED TO SUPPORT TRENCH EXCAVATIONS TYPICALLY USES INTERNAL BRACING SUCH AS ALUMINUM HYDRAULIC SHORING OR TRENCH SHIELD BRACING. I . I .; . � ' � PA VEMEN T SUBGRA DE I ­ I I � I I � � - I . � . I I :1.- . I .. i , a) . � � . I � _ I - - TEMP RY TRENCH SHORING KITH INTERNAL BRACING CAN BE DESIGNED USING ACTIVE SOIL PRESSURES. WE RECOMMEND THAT TEMPORARY SHORING BE DESIGNED USING ABLE MATERIALS INCLUDE A COMBINATION CK, � .. . - . . . . I I . . -IOULD BE COMPACTED TO AT LEAS RETAINING WALLS, RAISED PLANTERS, SIDING, WNDOW51FRAMES, AND CANOPIES. ACCEPT, I � OF BRI - ! � , I . . ; lz�, � I I . . PA VEMEN T SUBGRA DE S1 . . I I I T 95 PERCENT OF THE MOD (ASTA4 TEST METHOD D 1557) PRIOR TO PLACING THE PAVEMENT SECRON. I .1 . I -FINISHED ETA -IN-PLACE CONCRETE, OR 0 THER SUPERIOR � ; pI . A LA ... EQUIVALENT FLUID DENSITY OF 40 POUNDS PER CUBIC FOOT (PCF), FOR CONDITIONS WITH: A LEVEL GROUND SURFACE ADJACENT TO DURING INTEGRALLY COLORED CONCRETE MASONRY, PRE M L, 5 TONE, S TEEL, GL A SS, CA S T . . I :� � . . . I � . I .1 I ill I I � Z� . WET SEASON CONSTRUCTION OR IF THE SUBGRAOE SOILS ARE SOFT OR LOOSE, IT MAY BE NECESSARY TO EXCAVATE SOFTILOOSE SOILS, REPLACE THESE. � I � , . . . I � . . 1. . � I � . ­ .1 I . . ... I � TRMHE VA TION. IF THE GROUND WITHIN 5 FEET OF THE EXCA VA TION RISES A T AN INCLINA TION OF IH: L V OR STEEPER, THE SHORING SHOULD BE DESIGNED USING AN � � ., MA TERIALS APPROVED A T THE DISCRETION OF THE ADMINIS7RA TOR. I . I ; . . I . . . * . . . . I I I 11 I I") SOILS WITH .FREE -DRAINING, COMPACTABLE SAND AND GRAVEL, ANDIOR A SUITABLE GEOTEXTILE FABRIC SUCH AS 441RAFI 50OX OR OTHER FABRIC AS SUGGESTED BY I � . , EQUIVA ENT FLUID DENSITY OF 75 PCF FOR.ADJACENT SLOPES FLATTER THAN IH: IV, SOIL PRESSURES, CAN BE INTERPOLATED BETWEEN THIS RANGE OF VALUES. OTHER I I I . . 2Z THE CURRENT LEFT. TURN AND RIGHT TURN soumBouw LANES FROM BENSON ROAD SOUTH TO SR 515 SHALL BE RECHANNELED BY 1: I . �1\ I ; I OFF 1. . . . . � . . . � ., I - . . . I 1 I - . �. -BY-CASE BASIS. THESE LATERAL SOIL 'PRESSURES DO NOT INCLUDE TRAFFIC OR CONSTRUCTION SURCHARGES THAT THE GEOTECHNICAL ENGINEER. THE FREE-ORAINING SAND AND GRAVEL SHOULD CONTAIN LESS THAN 5 PERCENT FINES. IT IS CRITICAL THAT ALL TRAFFIC BE KEPT . � . I I � . , � I .� CONDIT PNS SHOULD BE EVALUATED ON A CASE I I � � * . THE APPLICANT TO ONE LEFT TURN LANE AND ONE COMBINED LEFT TURNIRIGHT TURN LANE AND THE APPLICANT SHALL ALSO MODIFY. THE I . I I . -SIT . � . 1, . I ... I ... � � . . 1�. . . I SHOULL i BE ADDED SEPARA TEL Y IF APPROPRIATE. I T is TYPICAL FOR SHORING TO BE DESIGNED FOR A TRAFFIC INFLUENCE EQUAL To A UNIFORM LATERAL PRESSURE OF THE SUBGRADE SOIL IF THE ON E SILTY SUBGRADE SOILS ARE WET. IT IS ALSO IMPORTANT THAT BACKFILL IN UTILITY LINE TRENCHES BE COMPACTED TO . ,. . . I . I . I k I LIGHT SIGNAL AT THE BENSON ROAD SOUTHISR 515 TO ACCOMMODATE THE RE-CHANNELIZA770N. I . 1, -0 I.. . ­ ' I I ­ STRUC SPECIFI CONSISTING OF 2 INCHES OF CLASS B ASPHAL TIC CONCRETE (AC) SURFACING OVER 4 INCHES � . � 1. � I . .. �. I . j I . 240 P(pNDS PER SQUARE FOOT (PSF) ACTING OVER A DEPTH OF 10 FEET FROM THE GROUND SURFACE. A40RE CONSERVATIVE PRESSURE VALUES SHOULD BE USED IF THE . I I . . I 1. I I 1. ' � 1. . . I . I . 11 I I I . I I . � � . . I � � � . � � � I . I I . . 4 � OF CRUSHED ROCK BASE COURSE (CRBC) FOR AUTOA40BILE PARKING AREAS, AND 6 INCHES OF CRBC AND 3 INCHES . . 1. � I � DESI DEEMS THEM APPROPRIATE THESE SOIL PRESSURE RECOMMENDATIONS ARE PREDICATED UPON THE CONSTRUCTION BEING ESSENTIALLY oEwATERED, THEREFORE, . . I . I OF AC IN MAIN ACCESS AND TRUCK USE AREAS. I . I . � I . . � I I . I � . . - I /. 11 .1 . � � Q � I I I . . AL TERNA TIVEL Y, A LA YER OF ASPHAL T TREA TED BASE (A TY) COULD BE PLACED DIRECTL Y OVER THE PREPARED SUBGRADE (NO CRBC), AND A FINAL LA YER OF CLASS I ERC A41TIGATION MEASURES., I � . 1 . 1. . . . I- I - � ., LQ HYDRO TA TIC WATER PRESSURES ARE NOT INCLUDED. . . . I . . I � ' . . . .. I . I � . . � . . 1, ,�. . I �� . . . . . . I I . . I � . B AC PLACED OVER THE AT9 AT A LATER TIME. THE ADVANTAGE OF USING AT3 IS THAT IT COULD BE USED AS A RELATIVELY DURABLE SURFACE DURING � 1. � AN UPDATES . COAL MINE HAZARD REPORT SHALL BE'SUBMITTED DEA40NSTRA TING 774E PROPOSAL WILL NOT INCREASE . THE THREAT OF THE :, : � � - P CONS C77ON OEW4 TERING .. �%� I . . � I . . � I I � . I I . . ;1: I ��_ I . . � I . I . _­1 . . I I . CONS7RUCTION. PRIOR TO PLACING A FINISH COAT OF CLASS 8 AC, THE ROAD SURFACE COULD BE RELEVELED WITH AT9 OR CRBC. IF AT3 IS USED, WE RECOMMEND A GEOLOGICAL HAZARD TO ADJACENT OR ABUTTING PROPERTIES BEYOND PRE -DEVELOPMENT CONDITIONS AND THE DEVELOPMENT CAN BE . I � ' � . . 11 I . �, � j �) BASED OUR TEST PIT EXPLORA TIONS AND GENERAL KNOWLEDGE OF THE SITE AREA, WE DO NOT EXPECT 1 INA T CONSTRUCTION DEW4 TERING WILL BE NECESSARY. . . I I I . I � . I I . � . . ''. .1 I . � " MINIMUM THICKNESS OF 4 INCHES. wE RECOMMEND A MINIMUM THICKNESS OF 2 INCHES OF CLASS B AC OVER THE A T9 FOR A FINISHED WEARING COURSE FOR I'ELY ACCOMMODA TED ON THE SITE THE REPORT SHALL ALSO DISCUSS ANY . 4 .. . HOWE , IF POCKETS OF GROUND WATER SEEPAGE ARE ENCOUNTERED, WE EXPECT THAT PUMPING FROM A SUMP WITHIN THE TRENCH MAY BE USED FOR SMALL TO SA 44EASURES EMPLOYED IN THE FINAL SITEIBUILDING DESIGN :2: .. . 1�. . 1. I . � " AUTOA40BILE PARKING AREAS, AND .3 INCHES OF AC IN MAIN ACCESS AND TRUCK USE.AREAS. ANY DISTRESSED AREAS IN THE AT9 MUST BE REPAIRED PRIOR TO - WHICH SERVE TO A41TIGATE COAL MINE SUBSIDENCE RISK. IF NO MEASURES ARE EMPLOYED, THE APPLICANT SHALL PROVIDE JUSTIFICATION . - .. - . - I MOD TE AA40UNTS OF GROUND WATER SEEPAGE WELL POINTS OR PUMPED WELLS WILL BE NECESSARY IF LARGE AA40UNTS OF GROUND WATER SEEPAGE ARE . PLACING THE AC. � . I I 11 . I I I � I .. I . .. . . I I - . I I .. I I I I . I � I I . I .1 � � .:. . . � I I I I ­ � . ENCO TERED. WE RECOMMEND THAT THE CONTRACTOR BE REQUIRED TO SUBMIT THE PROPOSED DEWATERING SYSTEM DESIGN AND PLAN LAYOUT TO THE PROJECT . I FOR THE EXCLUSION OF ADDITIONAL MEASURES. THE UPDA7ED COAL MINE HAZARD REPORT SHALL BE SUBMITTF0 TO, AND APPROVED 8 Y. . 1_1� .1 I . I . 6 � I I � i .1 I I I � I ''I I I . I . I 11 . I � . I � � � .. . �. I . . ­ . I I . - � - .1 I .. .I'. . ENGI FOR REVIEW AND COMMENT PRIOR TO BEGINNING CONSTRUCTION. . I SEISA41C SITE CLASSIFICATION I � THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERA41T APPROVAL. . I . . . I .1 . � � . . 1. � . .� I I �. � I I �, � I . - . � I I . . . I . I I I I . � I . . I 10, ; � I . � . 11 . I BASED ON OUR REVIEW OF AVAILABLE GEOLOGIC INFORMATION AND OUR SITE EXPLORATIONS, WE INTERPRET THE SHALLOW (LESS THAN 10 FEET) SOC COND17IONS To 2. ONE (1) ELECTRONIC SPEED RADAR SIGN, SHALL BE INSTALLED IN THE NORTHBOUND DIRECTION ON BOTH 106TH AVE SE AND 404TH A VE , I . ,. - i I : 1 . . I�K UNDER OUND U77LITY TRENCH BACKFILL I'll I . I I I � I I � . . I . 1. . � 11 I . . I . .1 I * .1 . I �.. �.: . 1. . � 11 � I I _� I CORRESPOND TO SEISMIC SITE CLASS D, As DEFINED BY THE 2006 IBC. THIS CL . . 1. I � - . I �!, � I I ALL CH BACKFILL SHOULD CONSIST OF STRUCTURAL FILL QUALITY MATERIAL AS PREVIOUSLY DESCRIBED IN THE STRUCTURAL FILL SECTION OF THIS REPORT UNLESS . .. I , ASSIFICATION PERTAINS TO A VERY STIFF SOIL PROFILE WTH AN AVERAGE STANDARD SE.. THE APPLICANT SHALL INSTALL THE SIGNS, MOUNTING POLES, AND ASSOCIATED EQUIPMENT, AT THE DIRECTION OF' THE CITY. ALL � � . . . I I I I . , . � � CZ . I I . I � . . ' . I I IMPROVEMENTS SHALL BE INCLUDED IN THE ENGINEERING PERMIT SUBA41TTAL FOR REVIEW AND APPROVAL,: AND SHALL BE.CONSTRUCTED I . � � 11 . I �Q ING, PENETRATION TEST (5PT) VALUE OF 15 TO 50. - I . � . � . . I . I . . ­ , .. ...- . I I . - . I �, 1. , I I . PRIOR TO . I - . I i�;, 1. � - I IN .THIS REPORT_ THE FOLLOWING GENERAL REQUIREMENTS SHALL APPLY TO ALL FILL PLACEMENT, INCLUDING PIPE BEDDING, AND TRENCH BA CKFIL L � . I � TE14PORARY OCC NCY I � I - . . . .1 . I , I . . . I . . . .UPA I . I � . I i 1, . � � I I lq-) *� U GROUND U77LITIES SHOULD BE BEDDED IN CRUSHED GRAVEL AS SPECIFIED IN THE 200a W5DOT STANDARD SPECIFICATIONS, SECTION ,9-0,3.12(,3) FOR "GRA VEL EROSION CONTROL AND DRAINAGE CONSIDERATIONS �, . - . I . I . . 11 . I I I I I . .1 I .. I � . . I I . . � I .. I I I I - � I � I I I J. THE APPLICANT SHALL PROVIDE AN I . . 1. I I I . Of, I I � . � I ,__ ., 1 . �1, I : BA L FOR PIPE ZONE BEDDING. " . I I � ­1EN DISTURBED BY C N TRUCTON .: . I ( I � I . I I . I I I � THE SURFICIAL SOILS ON THE SITE HAVE A HIGH POTENTIAL F*oR EROSION ON SLOPES GREATER THAN ABOUT 20 PERCENT W1 Q s I OFF -SITE SIDEWALK, ALONG THE SOUTH . � . � I .. I .1 �_ .. 1 Q 1 0 THE UTILITY LINE AND 6 INCHES ABOVE THE U77LITY LINE. BEDDING SHOULD BE WORKED UNDER ACTIVITIES. EROSION CONTROL MEASURES SHOULD BE IMPLEMENTED PRIOR TO THE START OF SITE PREPARATION, INCLUD'NG PROPER CONTROL OF SURFACE WATER - SIDE OF SE , 172ND ST AND THE WEST , . . 1� I . .. ZONE BEDDING SHOULD BE EXTENDED AT LEAST 4 INCHES BELOW , . . � .. � 1. I � I . . I . I I . I . .. I � i" I I , I � ' I . � � RUNOFF, USE OF STRAW BALES OR APPROPRIATE GEOTEX77LE FILTERS AND TEMPORARY SEDIMENTATION BASINS. EROSION CONTROL MEASURES SHOULD COMPLY WITH . 1�. .. � I 1, ­ , I . . . � 11 1. I . -11 HAND TOOLS AS EQUIRED. BEDDING MATERIAL, SHOULD BE TAMPED OR VIBRATED (COMPACTEO) INTO PLACE. I . ' .. . I SIDE OF BENSON RD 5, APPROACHING 1. . . . I . I !.: I PIPE HAUNCHES USING . R � . I .. I . . � I . . I � R-392202 '.. .. ­ I . . I I. � � I : I I � 6 0 . . THE GUIDELINES OF THE. APPROPRIATE REGULATORY A GENC Y BASED ON CONDITIONS ENCOUNTERED IN OUR TEST PIT EXPLORATIONS, IT Is POSSIBLE THAT GROUND . 7HE.INTERSECtION THE WIDTH OD 1HE I �. . I � % . . . I . I PIF ZONE BEDDING FOR ,ALL NON- WATER UNDERGROUND UTILITIES SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF THE MOD (ASTA4 TEST METHOD D 1557). PIPE I I . 1. � I I I - _. . 1. I . , 1. � � � � �_ . . I . 1 . . WATER MAY BE ENCOUNTERED IN 7EMPORARY EXCAVATIONS OR PERMANENT CUTS. WE EXPECT THAT SEEPAGE MAY BE ADEQUATELY HAN19LED BY INSTALLATION OF . .1 . .. .1 11 I I . . I . . I 1. % I I :.. 1, .1 . I . C\1 �. 1. I ­ I . � - 44DD (A S TA4 TEST METHOD D 1557). . � I . � I . I I .1 . . . � ZOi E BEDDING FOR ALL WATER MAINS SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF TH� � . I . . ' � . I I . � . I . . OFF-SITF SIDEWALKS SHALL BE I . _�2 � . I . . I .. I ml . .1 FRENCH DRAINS, OPEN DITCHES ANDIOR PUMPING AS NECESSARY THE GRADING SHOULD BE DONE TO AVOID CONCENTRATION OF RUNOFF ONTO NATURAL SLOPES. WE 55 W 0 D � APPROVED FOR CONSTRUCTIQN � I I N. � I I j., - . 1. I � ,. _zz 0 BA, KFILL PLACED ABOVE THE BEDDING 44ATERIAL SHOULD CONSIST OF STRUCTURAL FILL QUALITY ON -SITE MATERIAL, OR "COMMON BORROW" AS SPECIFIED IN 2006 . . . CON I TENT WITH THE OTHS PR POSE � � I 1. . . I � . I 1 4 I. .- 1; . I ZZI I � I I . . � . � . I I RECOMMEND SLOPING THE GROUND SURFACE AWAY FROM STRUCTURES. ROOF DOWNSPOUTS MUST BE TIGHTLINED TO AN APPROVED DISPOSAL AREA. OTHER SURFACE . AL HE FRONTAGE OF THE SUBJECT I � 1. � . . . I I : m ,:1 I . � _Q WS1 9T STANDARD SPECIFICATIONS, SECTION 9-OJ.14(.3). DURING WET WEATHER PERIODS, BACKFILL MATERIAL SHOULD HAVE LESS THAN 5 PERCENT FINES CONTENT ONG T . I . � . . 1: I . 11 I ­ � I . I I . . o ND OMISSIONS , . . I I . � � � . . I I � RUNOFF MAY BE ADDRESSED BY USING SWALE DRAINS, DRAINAGE DITCHES OR OT14ER DRAINAGE MEASURES. WE RECOMMEND THAT PERIMETER FOOTING DRAINS BE .1 ­ I I I 1. 'y I I ­ 1. I I � * . . . WOE. 'ADA RAMPS SHALL ALSO BE I . I � I I ( -) 11 I . � 7,.,. . . , (9 0 AS GUIDELINE, BACKFILL SHOULD BE PLACED IN LIFTS OF 10 INCHES OR LESS (LOOSE THICKNESS). EACH LIFT SHOULD BE COMPACTED PRIOR TO PLACING THE INSTALLED ADJACENT TO THE OUTSIDE FOORNGS OF ALL STRUCTURES. THESE DRAINS SHOULD CONSIST OF A MINIMUM 4-INCH DIAMETER PERFORATED SMOOTH -WALLED CONSTRUCTED AT THE SOUTHWEST I I . I11 � � , I 1;K . , I I . . � . . I � . I I � i . . ., � . �_ .SUI SEQUENT LIFT. PRIOR TO COMPACTION, THE BACKFILL SHOULD BE MOISTURE CONDITIONED TO NEAR OPTIMUM MOISTURE CONTENT PIPE SURROUNDED WITH A T LEAST 6 INCHES OF FREE -DRAINING SAND, SAND AND . GRA VEL OR PEA GRA VEL, WITH THE PERFORA 77ONS DOWN AND THE BASE OF THE, - CORNER OF' THE INTERSECTION, FINALLY, . � I I * ., I . � I I I . I .11 � (n . � I I . . . � . . � � I I . � . . . I . ... � " . I . I I . � �. .. , I qzn 0 ALL TRENCH BACKFILL SHOULD BE COMPACTED IN LIFTS TO AT LEAST 95 PERCENT OF THE MOD (ASTA4 TEST METHOD D 1,557). BACKFILL COMPACTION. SHOULD BE PIPE AT THE BASE OF THE ADJACENT FOOTINGS. THE BEDDING SHOULD BE ENCLOSED WITHIN A NONWOVEN GEOTEXTILE FABRIC TO REDUCE THE POTENTIAL FOR FINES A STREET LIGHTING ANALYSIS IS . ­ - ,: . I . . . . I . I . . I � , . .... .Q .1 . I . � . I . .. . . .11 . , .. � I . AC) IEVED BY MECHANICAL MEANS. NO JETTING, PONDING, OR FLOODING WILL BE ALLOWED FOR COMPACTION. I .. 1, I . . � I . I I I � . . � � . CONTAMINATION FROM THE NATIVE SOIL. THE PERIMETER FOOTING DRAIN SHOULD BE CONNECTED TO A TIGHTLINE COLLECTION SYSTEM THAT DISCHARGES AWAY FROM � REQUIRED To BE CONDUCTED BY THE BY: . � - - DATE. I . � . .1 . .. I , . .... . -. . .. ... . , I �11 I to � . .. I .. � I.. I . .. . . # DU) WG TRENCH BACKFILL PLACEMENT, IN -PLACE DENSITY TESTS SHOULD BE C044PLETED AT PPROXIMATELY 100-FOOT,IN7ERVALS ALONG THE TRENCH ALIGNMENT TO DEVELOPER AT THE SOUTHWEST CORNER � i � 1. I � I I , . . . . . . A , . . I . . I T14E DEVELOPED AREAS. ROOF DRAINS ON STRUCTURES SHOULD BE CONNECTED DIRECTLY TO A TIGHTLINE COLLECTION AND DISPOSAL SYSTEM, SEPARATE FROM THE , .� . 10 ; I � I . � . . . . 1� EV, UATE IF THE REQUIRED COMPAC77ON IS BEING ACHIEVED. I . FOOTING DRAIN. PERCHED GROUND WATER MAY RESULT IN THE DEVELOPMENT OF WET AREAS AT FINISHED GRADES. INTERCEPTOR DRAINS OR FRENCH DRAINS . OF THE INTERSECTION OF SE 172ND ST I . . � . . I . . I . . I I . I I � . . I ,� . _� I I � . .1 � . . . I � I � . I . . . � I n , � I . I .1 . � . . ... �. �. . . I W.....;:.. I I . I � � . . I INSTALLED IN SELECTED LOCA77ONS IS AN EFFECTIVE WAY TO MANAGE PERCHED GROUND WATER. THE NEED FOR AND LOCATION OF THESE DRAINS SHOULD BE A FIELD S BY: I DATE. ., �.. ., . I -_ 11 I - . AND BEN ON RD S. IF NECESSARY, .. I I I I I � . ­ I I ... . ..., :, . ,.. I I a .....) ,. 11 . � I . 1.00 � 1. . AS-m-BUILT. . DECISION A T THE TIME OF CONSTRUCTION- THE DRAIN SHOULD CONSIST OF A TRENC14 A T LEAST I 8-INCHES WIDE AND 24-INCHES DEEP. A RIGID SMOOTH- WALLED I I I . . I . . .. .: � ­ I I ... . I .. . I . I . '. . , I . �. REQUIRED STREET LIGH77NG SHALL BE I � . I . I . I I . � I I . . I I . I . . ; 1. :.- . . I . � . ' � � I � . I .1 z I � � . � � .. . I . I I . � . I . 1. .:­ It : � 2. . I � � � PERFORATED PIPE AT LEAST 4 INCHES'IN DIAMETER SHOULD BE PLACED IN 77-IE BOTTOM OF THE TRENCH, SURROUNDED WITH AT LEAST 6 INCHES WASHED ROCK OR PROVIDED ACCORDING TO CITY, I I I I I 0 . . . . . I . . 't - . I I - 11.� 1. n I NO AS -BUILT INFORMA770N ON 7HIS SHEET � PEA GRA VEL AND WRAPPED WITH A NONWOVEN GEOTEX77LE FABRIC SUCH AS MIRAFI. 140N. WE RECOMMENO THA T PA VEMENT SURFACES BE SLOPED A WA Y FROM THE STANDARDS. ALL IMPROVEMENTS SHALL By.. i , � DATE: - - - , 11'.t : � . . J,. . � - I . . I I I . I I I I . . . ­ - . . ...­ � I I I � . . I . . I I . .. . I ­ .. � . � -_ I . . . � . . . I .1 .1 . . I � I "I CER77FY THAT 7HE INFORMA710N SHOWN HEREON WHICH WAS As -BUILT BUILDING AREA TO ROUTE DRAINAGE A WA Y FROM FOUNDA TIONS AND FLOOR SLABS AND TOWARD THE STORM DRAIN SYSTEM. DRAINAGE. OF THE PA VEMENT BASE � I- . 1. . � .; .. . . . . . . . � I �' I Q I . I BE INCLUDED IN THE ENGINEERING - 1, � . . . � I I . . I . �. .1 � I . � . COURSE AND SUBBASE WLL DECREASE T14E RISK OF' PA VEMENT DISTRESS. - SMALL HOLES CAN BE PROVIDED IN THA T POR77ON OF CA TCH BASIN ADJACENT TO THE � . I PERA41 T SUBMI T TA L FOR RE VIE W A NO � I . � � . . _. . � m I . , I . __ .1 . , I . BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, ELEVATIONS, DEPTHS, . . I . .. s I I .. I I � . . I I . . I 1. . .,..� I I �. .. I !�; L0 . � SUBBASE OR BASE LAYER, PROVIDED THAT THE EXPECTED WATER LEVEL WITHIN THE CATCH BASIN KILL ALWAYS BE BELOW THE ELEVATION OF THE HOLES. THE HOLES - APPROVAL, AND SHALL BE CONSTRUCTED . . I .1 I I . I � I . v- PIPE SIZES, AND AS�BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG . I 1 BY: � . � � I . 1. - DATE:— . - I � , I 1. . .. . I 11. Q . 11 . . � � . SHOULD BE COVERED WITH A SUITABLE GEOTEX77LE FABRIC PLACED AGAINST THE OUTSIDE OF THE CATCH BASIN TO . . . I . . . . 1­ I ; � I . . . . - I . I � . Uj I , . I IN I I � � . � . . I . � . . I I PREVENTPIPING O.F THE SUBBASE ORBASE I � PRIOR TO TEMPORARY OCCUPANCY I I . 11 . � I . . . !� : , I __ I � I A. .FIELD CONDIRONS AS DETERMINED BY ME OR UNDER MY DIRECT I . I . - � . .� � . . . . . � �. I � I . .. ii . . a I I � I I I . I MATERIAL INTO THE CATCH BASIN.. I I . . I . � I . � I � . I.. . I . I - � I � . 0. I � . � � - I I � . 1. .- I I . .1 .. I I . . I - I . . . � � .. .. � I - . I . . I . I I . .. .1 . I I I � . ,.': 1� I . OF A SUPERWSION ON 7HIS DATE' 1211012018, 1 1 . I 1. I I . ­. . � I I I . . . I � I I I I . � . . ______ I I � - . I I I /*, �� � I . . I i. � . I .. . . . . .. I .1 I I I .1. I � � I .1 . I 111%. . .. I 1. � . I 1. . � . � � I .. I—— I 1, � I I � I I � . 1. I .; ..., I 11 ­1__­_._­­­­'­, ... ­ ........ � " . 1, . . � . I I � I � � . 1. I I � I � I I I � �, . . . . I I � � . I . . SURVEYED: SCALE: � . I I . � . - il '. I I '. . - .. I . I .. I � I � . . . I I . I . �. I � . DATE: - I . f , �0 '' : I . A ,. I � . I � 11 � . . . VERTICAL: NAVD 1988 � :�,��, 1� . I .. I . 1. . .. ­ I . . . . . � - . . I . I � I -_ I . . . I h � I � CQ : -1.k � � - . . . I �, . . I I � . . .. I � . sis � . HOR W 1983/1991 1 1 1 . ... � '. 12.10.18� . . . I . . If I "' � DA STRONG I � . I � . . . . � � , . AVANA RIDGE PUD I . I., .1. 1. I I - . . . . I . I . I I I . . � . I I . . 11 ., � I I - . - DESIGNED: . .... 11 , I CITY �01F I .. _�..... I 1. I i 7 - I .. I I - .1 . . ... .... � 11 I . . .. � I . I I _.... I .1 I . ING ENGINEERS . I I . . . . I � .. .1: . , .1 . YLP � . . I . NOTES ... I .. . ­_..�. :... , I CONSULT . I J �.. I . I I, . . . . . . . 1. .1.1 I - 71P 1. .. , � orkIng Days Before You Dig ) . . . . . I . . . . . .. . .: . � . I- . I � � 11 . . I ­ I . 1. � , � . � I I . PAGE: . m . '. ... , , . . .. % I I . . . I . I . . . .. . . C 2w . I . . . I ....- . �­ I NENTON I I � I I . . . i 1. � � I � � � - I . ENGINEERS PLANNERS SURVEYORS . . . . I . . � I DRAWN: � . � . I < . I I . I I . . . . . .� I I � 4 :'I � al't I , . I I . I .. � � Km I � I � � . . . I I I . , , , . . � CEN . I RAWING . I � 1. . 32 N 1� a I . . . . I � . . ..� . . . � � . . .. . � �_ - � , I ONE INCH DATUM I.. .. I � I . � . ... .11­ 11 I I . . .. .. . I I . I . . � . . I � � N I A 98033 . . . I . . . . . I I . : 1. :� ; �;� � -_ - _� - ____ I - - --- r CHEC.KED: I I I I . .�, I � 1 811 1 462 " . I . . . I .. . . .. .� I I - �­ . . . eJ 11 I I . I . 620 - Ith AVENUE KIRKLAND, W � ; I . � . � _. I . .. I I .... AT FULL SCALE _­1 Planning/Building/Public .Works Dept. . 1 10615 SE 172ND ST RENTON, WA � .. ; �. � C2 , . < -I . . . r . . .. .:. I ­ Ivww I .. . . I : .. . � . - ..... !, . . Utili lea Underground Location Center . I � 0 425.827.3063 F 425.827,2423 1 . . ... , . . IF NOT ONE INCH .. . . I � . 11 . I - j . . . . -1 ..: - . !", I . . . I I . .. . I . . . . I . .. �. I -, . I r-) Uj �_ AN L 5 _,f P I _ IFT _ p VE11 , - .1 14 7 1 ' H y' Ef Tq TV QUIRIO 1 7. V, ... I . I E J GN , . i I � . I ,tL "_,� ,� �( � q . . : . SCALE ACCORDINGLY . . . I - - t, 1 1 . I (1D,wr,ND,6R,WA) AL . . � . . . I . I I F.. - -OF: . > ; � . .1 11 I . NO. REVISION . . . . By DATE APPR APPROVED: . . I . I � NEE : : P� . 1. Ld __ . . I � I I I I Lw - . . . I 1. � .. . I I I 8865 B15008867 . �. I . . - .11 ­ I I I . . < 1. . =! I I . I I I I *� I I a . . - - . . . � . . . . . � I- I I -_ I . . -------------------- I- ., . . . . I . --- - _. ----.--,--- -_ . 2_ 26 , �r I 1. I I .. . . � I .: � 11 . I I � I I 1. .1 I � � � I . . . I I - . - I � I . I . I . I 1. I I . I.. . . . � * - .1 I . . I I.. � I � I I I . . � � . . � .1 .I .... I 1. 1: � �. p I . ! I I I I . . I . � ... , I �. . . I �. 1. I I., . I . �. , ! � .1 I I . . . . I . I I . : �. � . I . . DRS PROJECT NO. 15Q$8 �, � , I � � .. I .. I . I . . . � . . . . . . . � . . 1. . � � I � I I I I � . . 11 . I � . . . . . . . . . � � . . . . I . .1 I I . ­ . � I - I . . I . .1 I I . � . . I I . I I . . I . . I . I I . . � . . � � . I . . . . . � . . I I . . . . . . . � . . . � I . I � I I . I . � . . � I I I I I I I � . , , I . � 1. I .- - . ­ .. I � � - - ­___­ _ _­_­ I . 1. - . - ­ - I- ______ - - - _. ­ 1-1 I . � .­­- --.-I.- I - ­ - � _.. . . - I � __ ____ � � -11, I . I I - I - _ - 1- -.1. ­.1 11. _ - . - - I 11 . - . - - � � ­ I ___ - _._ , , . ..-. __­ �, . � 4 LINE TABLE LINE LENGTH BEARING L 1 17.05` N38 53'00' E L2 7.59' N50 37'43"E L3 28.67' N76'12 28 E L 4 2.83' N89 20'40 "E L5 58.82' N85'00'29"W L6 6.67' N50 58'48"W L7 14.40' N55 43'37"W L8 2.51 N65 04'34"W L 9 22. 96' N24 5526' E L l 0 10.43' N39 42'33' E L i l 22.95' N28'18'01 "W �r SW 1 4 SECTION 29, TOWNSHIP 23 N RANGE 5 E, W.M. 0A AtM N N Vj 0087000280 0087000282 0087000281 0087000285 N I . ' 0087000211 i 1� 0087000214 W xIT (] oQ P CENTER OF SD W I ' 7. 0 7 T T- W • ACCESS m �. - ' r W EXISTING ASPHALT -Fl , STA. 50+00.'00 (PRIVATE DRIVEWAY) _ •# v "� 0 NNII tit t \ PATH 2-REMOVABLE BOLLARDS �C STA. 40+12.94 (SE 172NO STREET) (� ` AT ENT TRANCE OF R }.. M \ a co w .rMAINTENANCE ONLY O # , � CENTER OF `�� �r� _.:� �.;.�'�'� � _ '" . �_.. , RTrJ rl7�"�; "_.^.^.._.,....�.. WIDTH O t F r.. _., -.„ -.._ I /.- ACCESS, SEE DETAILS .H02 re. m " _ .--�-r CJ f t r I � .. co • ` „.. .., w ~� .: AND H022 ON SHEET ,('14.w�,. �xr.._.__.',,,,,.. __:....�, ,,^..�--...._,_._ :,".^:.... :..,.. PVMT, WIDTH a p8 FOUND CONCRETE MONUMENT WITH S y �^. ! ,,,','' <` ".._., G ..t .r:. " , mow.. ,,.. "(, '•=T=..- ...- .. I I i w 4 3 , >, � . . , , .,M. ;. • .-'-s.,__-_ _ .:,....>m ..._ ..,,.,I..W.., . �--.. _, . _ _ ,».:__�� • "3 R.O. W. D DICA:TIO •. - w . f , m. -:.-^ ..^_. _.,. :..."-k-:µ.....: '.._.».. • 1 - .--, ..im .,-^-^^.,.,. t _ � 00. i " 'Y' u _17- r- TP' ! 1 _ .., •._.__ , t, 2-i 2. BRASS DISK WITH X DOWN 00 / -- --- \ 37+DO__..... • ...._._. __ _. :,, 0.5 /N MONUMENT CASE f t - - 38 --, �_ "'.plir`^ ,_^.,... ,...., _ ^ •:,M __....; iA QQ . .., •._ _ l-_----------.__ AND -_ . +00 .,..,.. ... �-_ XED U . I 40+ ! CIAL !--- _ 35+0 ., . , :r ".. ;. r7 .�.....� .,._ :_..., .. ;,. STA 40+13 08 SE 172ND STREET - _ - _ f 00 , S EET _ - �'_ 8-04.OS L:.. CES5 _� 34 r (8 _ _-r 1 _." l INDa I o s -. ern :- r STA, 27+30.41 0.14 R BENSON ROAD ... m . _ �:._-_ , ...._..... Mom._._-. �,.'.-• k ....._....-,._ ._ �.,»_r.: �i ut r,•r� -, i , • .>. _ _ _ c ..w_._ _ -fig 89 _. - r . 5 i:• ^SI WALK `\ `,. e, •.,. ,,,, . ..w T -.-. _ � Y '� 33 i x W y , x 5 EWAL . .. ,, _ v 7 • ,A.<.;,,.,,_ _.... , , l 1 €� , ^' '' ..,.c *,>,...,.,.' ...,...........:Y.__'.--ens= - _ --it'"' k' �1 S { _ ` fs • \- \ - • � .w -_ ,._ --,�_. ». ' -.. „, �..,, :, _ ,, •.. '1 k k � FOUND 1/ 2 REBAR WITH YELLOW PLASTIC 6' SP _, tom.-� - >. r ED D S 38 11 D.1 E 0.0 3 i ! Q A AL z �. CAP STAMP Xl 0 X ,PLANTER :. ii '' " i i' r .".:. • , , a t k i i 'i i ! 1 •i'..,:.f \ PA {, 21 \, k OF PROP CORNER Z _. 6 SIDEWALK ' ! :. � ®\ ,. :.. 15 PUBLIC ;w � ; ,, .,....._ _ >.•- -- _.... __..._ _..._ 'SIDEWALK # 1 z 8 _ ---- -_-� '--- 3 A. 36+ . 03 30.01 R SE 172N STREET \, ySTORM t ( ) f DRAINAGE -. , R ». : �. �j ..zr .� , .,.,:•.� - �.° ,. 5 BSBL 8' PLANTS 0 D 5 8 BENT BARE REBAR, \ i' (-. _...._ _.. ...: „ ; . • ^ , r i t t , •. , , \EASEMENT - -- ...._ LOCH T10N A T BASE ✓ • ,, ®� } j Q ,: � \. f / ..> y � , ' 2923059176 s 11+8 . s, 4770L (SR 515) `# / . \ ',, \ ,. '' # ' / .',. , `•., `�n :rl t k' � , „ It � , r "` ' r M INTENANCE ONLY '� (• , CCE 'SIN , �' � ;•fk � y } � _t z , ; ( 1 �, � N-''� FOUND 5 81' REBAR W/ TH � ,TRAN, •,. A �� �� � r , : � } } } I ( EASTBUILDING � .,.� " .. / . i \ t ! x . r ` \ r�� .\�.. ,Mrs' f , , k �, , � -' r 4 � t • �YELLOW PLASTIC CAP STAMPED. 20' QsBL - . - W'S ILDIN,} Y , „ „ , f 1 } ?4. Q i 1' �. f r } N _ EXISTING SIDEWALK;tr PAC TECH_ 0°2 S X ,,. 0 \�, i . \�„,' , \«✓ F L�I r w ' .n.-. 1 - 00 \ w. , I E SEE DETAIL SHEET Cl1 ,. \ :�� 6.35 f # t i o #.� r w _ , f t o r s;.33. 1 0.0'W. OF PROP CORNER ,l \ �� ,; k • , ( r i I } , +:' I „ .•, �. �:• / . # ( W FOUND 1 2" REBAR WITH ! % O O STA. 25+45.78, 49.8.8 L `� � J O 1 i i I �` i.. : } h YELLOW PLASTIC CAP STAMPED z" ( BENSON ROAD t ,: �'..rcq „ urn ,.. k ►h i "DAIS 38011 AT PROP CORNER 6 f `�' o } 9 5 68 ' p, STA. 43+ 7.7 , 2 . 2 L d�1134 56 Nl . �, ' y r n. I # " r \k t (PRIVATE ORI VEWA Y) R= 400.00 w C p ...,. - -• .",...,: ...-r•• ..\\- - , r. 1 ,... �. rsx� .: °��°! i� 5 BSBL 1 a O 9 E 2$3.60 ' '�. �." \\ , 1 ,. .i k z t r�"'i(. 54: 0•� , N88.04 0 "°, � . : `�' \\ : \\ ate.. ' •,_ �",, . {, � , r «< ( _:.. •a,/'X - `•\ , • S \� _.\i.. saw s c s . ::: : / .. _._.._ . - .. ,:,,,, j. j ! '``., . 4 O ne _ ,. s.w f, 4 k. k # Z. ,,, !,y •w. "L.I i i r 0 N8. 04 09 E r f r '- -1• ps' 3 4 , 24 `. ,'� . _ .e ,. , f , _. ^ t } ,.,. ., ,r _,. ,;; ._.. r- .- �-~ C9 " � -.: 6's • > t`.` JL -0.5 fi , ! , t � 1' '. r , , I � \ ... :_ 54. 0„ .f � ,{ . -. ,.. _ . ' y � } t - y: - r „' < i r 1 , s /R=32, 00 r TA 46+90.00 PR/ VA TE DR/ VE A Y \. ✓ �4 ,. d-28 00 00 _--r�..}"�80 ,,,. `•, f' ,/� 1 7 w L S W `. \ , ,, .?•� Vy ..• ,' ... ..�`" ty.w .w i., � t}..} � s � t, �*-. ; t , of j I s \ \ y , 9. 0 ` s .. > ,;,:,- ..-' , '(- ���, ,: '�• ND' 1 REBAR .. WI TH % j$` . � ,� \\\ ,, �•. �� YELLOW P�,(�8'Tl.1r,a CAP.-___ ,. r �,: ,.,• .. ?. t x � -. - Q "a'.\ ^: - } v . r✓' • .. .. - .., ,C.., � � -,. „. ✓' .." ,4" • f,f' J r } AMPED DX1S 38 1 to >c- �- r ., _ , - STA. 43+45.7 .2 •09 R �,:w " APPROXIMATE L ©C.-- 20 .i, ., a ,- � . ,. � "• •=•. " ` - - •... , CURVE R TABLE A CURVE RADIUS RA LENGTH H DELTA C7 61.00' 12.50' 1144'43" C2 28. 00' 12.50' 25 34'45" C3. 47. 00' 27..16' 33 06'38" C4 27.00' 21.32' 45'14'59" C5 84.28' 43.87' 29 49'18." C6 84.28' 16.80' 112523" C7 I3.00' 8.30' 36 3336" C8 20. 00' 1 L 88' 34 01 '41'' C9 24.64' 23.14' 53 4746" Clo 3.00' 0.77' 1447'07" C11 40.97' 30.91 ' 437337" „r""` :ti T »G2 W Y �� ' ;>vt: . Z.--',- r` _ i. ie----"X:" 'r, -.WA„T.ER EASEMENT. REC. ''(f. �' E ) _ t a is i r/ S Jt ~ a NTER IF r E wi p lY } Wr" N0. 6275643 i k^ 1 l S' ••. r r �c } - t 7 `s : , ��, r- _ e- ^.,:rJ. it � °� _ ` . OR/ VEWA Y ` •- a g \ �w � r \ • 6, � � r r...", FOUND 1/2 REQ�iR,W{TM 45 TRANSI TION TO \ .\ r 7` r siS ,--• .._.�-_YELLO LAS :•. CAP U , "'� • - w a W P TIC EXlST1NG SIDEWALK; y •'v, \ c9 , x:_i• _ o � •, } �,. � t _ " w - r r ' r STAMPED ' DXIS 38011, ,. a� �,:: > SEE DETAIL, SHEET. C11 `\ � �;�,� ,.; .,. �-1M - 1 1 - _ .,- P r ,. a r / N , - r._. 43+32. 4 70.82 R l0, CLEAR # . ( r ,,, ff�_, ([, ;� 3 , , � .. ,, r ..\ \ � PRLVA TE D lVE A Y< i • � .. _ \, -.,,. �.,. J � / ( t / } ^•- � COR CONTROL P T. N0, 1863 ZONE \.�, \, ,.. �. �. �,. ,• � ., OUND CON' R TE CC ' � FOUND CONCRETE MONUMENT MONUMENT T � I � WITH 1 8" BRASS PIN, DOWN .. o r :�•, .,. , , �,, ., -', M'>d t w. _... ,, , '. ,, l r _ „ µ~:,'' ` . ,' , , ! � ``' '' 4, y'- / � 1' ' BRASS `PIN /N' IN.g , r f t 1.3' IN MONUMENT CASE / r °.'„ 4 � _4 Z'2aj.. #' # ( '.» '`a „ .+✓ °{.. Lr ,,Yb. # t WJ f`i', 4 ` /�'» ,, 'a. y. -.� N J k Ir w t ! > 2-1/2 P/PE, ' IN k \ 3 4_ OUETCSE r M N M N A ^<,. \n, - } .„.1- .-�•" 'ice 1,.,•. J ,! J - >"r; v.,.+' „f� f O STA. 24+55.02 6% PATH '� V' , r<•F- -^;/. 1.t l• ��. f ec:•. .r' ,..,. \ .! +„-t. c�".. .. yN J Al - - k j } , 0 Or 1 (BENSON ROAD) cS �°� } k , ..: , <' a r�, � �: � p'-.' 1. � •�� .�. (` • . _ � ry ij -co to v: \' 9 ,,QZ '9�\', � 11 '. ' � ' `-e / `" w ' • . , t 'I ,nn„�,-�O r ..� y ,. � � , '� � "'s ��: / � /� `y �`//�\t� �' t\ ,,�� �, �` LZZ A �! ' 2+ cp 6' PATH, , rJ C4; FOUND '1 2 REBAR WITH YELLOW PLASTIC CAP STAMPED ,. " C 12 125.34' S4.83' 25'03'S1 " ,; „ \ \ ` "PATH DXIS 38011 ON IL' rr` ° ,: \ 3t # 13 t , # \ w _ -' .' ' d •, St /' % J STA.. 15+47.7$, 57 50 L (SR 515)\� r} r r � �, � \ , if >� /�•44 X. . ASIS OF BEARINGS. \: _ ; s \ } kk .PVMT. W/DTN 0 463910E BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS NOS 1866 AND . k d 63. NAD83/91. X r \ S(DIYALIF �'� ;�. , tip. . , / • 1 q , - • ER TI CAL DATUM, t , \ ' . S' \ ~ �'\ `' jt � �� r` M r i°..•,° r.,°" a. 1 r�r icy � � / �. ,h0� �� o 9 88 PER CITY OF RENTON VERTICAL CONTROL IAV COR CONTROL PT. NO. \ t ` \ h, ', �•� .: ' / ,• '' ip� 1866, FOUND CONCRETE DATUM s � , ORIZONTAL QA SO, J ,, .� � ,,•I "� �. , rr MONUMENT W/TH 2-1 2" 3 LEGEND: i� J rj v o } w) "� V - BRASS DISK DOWN 0.4 ' AD 1983 91 PER Cl TY OF REN TON MONUMENTS s . \ N88 , v, IN MONUMENT .CASE o , LOCK AND LOAD WALL \ 9 \ \: a STONE TERRA WALL v . _ 1 TY OF RENTON BENCHMARK NO. 1915 t J , � BASS PIN IN CONCRETE MONUMENT SET IN 2-1 2„ DIAMETER -.PIPE - v / � KEYSTONE WALL EHIND .CURB ON WEST SIDE OF BENSON DRIVE SOUTH, DOWN 0.4 IN MONUMENT .�.. - r ' ASE ELEVATION 380.86 FEET. i N RTH -. DA RAMP DETAILS:_ ` ;_ ., , ,�,� Q DRI VEWA Y TABLE LOCH TION DRI VEWA Y T STA. SO ACCESS 32+03.38 NORTH ENTRANCE 34+1790 EAST ENTRANCE 24+8Z99 _�­____ hi.: I, ,, L . S W 114 SECTION 29, TOWNSHIP 2D-�1 3 N RANGE 5 E, W. M. �U __� 1,I . . '\-,� . " .I �,�,\I,1\,�-. 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II .I � I NI TESC LEGEND PLASTCUCONSTRUCI TION FENCE�ISIBILITY SIL jY�\TREES TO BE REMOVED ,`< ,' i' I '1 DRIPLINE OF RETAINED TREE '11 1 C I (WITHIN DEVELOPABLE AREA) ,. - ,- I 1 i ' DRIPLINE OF RETAINED TREE \ � / \ / (WITHIN CRITICAL AREA/BUFFER) \_/ \T% n �, DEAD, DISEASED OR DANGEROUS TREES p 0 S EP RT PER RB Rl T R L� ( A ) �y 0 I Q0 .0 ' 11 0) 1 IT , , 02 .c_ 3 2 . ...., I. .� ..1.. ..... .. I �. ..�. . ..I* 1. i� !7jAL,"" .. ... 1 . I � . .I—I� � .I.. .... . .I .. ...� - . . � ...I ..II : ..:I . - . —I �_.. I I.I .... ... I.. � 1 I. I�­ . . -...� �I ..II I I I . 1. . ...-I - � ­... I . .I .. �.I. .� .I.I I..� I. 00*I. 1 ..,�..�. 'I. . .).­,'....� .� .. ­ ..� ..� :. .�.. :1.- ,.��'TREE MONITORING NOTE. - .;. . . GRAPHIC SCALE . . . I . � I . I . . . . I �I . . �. � . 1 1 ._ \,� 0. 20 40 -80 E 0 HE CURRENT \ `\\ , - .THE APPLICANT SHALL BE REQUIRED TO PROVID , T T I I . j PLANNING P OJECT ANAGER TREE 'RETENTION INSPECTION MONITORING \' "7 R M , ! EPORTS T A CLEARING' FINAL GRADING AND ANNUALLY FOR ,f • ! . R AFTER INI l L 1 INCH . 40 FT. I .II .� . , I I . ,> >, E. I I �'1 /I . - TOW YEARS B A UALIFIED PROFESSIONAL FORESTER. TH I .. -II I 1-.1.1"0-.0.-.0111-0. 1_0"I � Y Q :: R 392205 (NSPECTION/40NlTOR1NG REPORTS SHALL lDEN77FY ANY RETAINED TREES _ _ \ \ T DE OP B EMS DUE TO CHANGING SITE CONDITIONS AND a, , I . . \�I � � I. �.\ �, \, ,� -1, ,N. ., � HAT VEL PRO L I .. . � . . . . II.. I .. . . .I . .. . . .. . ..� - i.� ,.� ... ­ �.� - 1. � L 1 .. . I ­ � , I I I . I II . ,, ....I,+ N . —. I PRESCRIBE MITIGATION: \� ,r., :.. APPROVED FOR .�CONSTRUCTION CV 4 11.1A - _._ ;' /' SUBJECT TO ERRORS AND OMISSIONS �I �" . a ASBUIL T \', BY: DATE: . �I �. .I ''' . .. o NO AS -BOIL T INFORMA 77ON ON THIS SHEET. ,..�.. I . I CER77FY THAT THE IN-FORMA770N SHOWN HEREON WHICH WAS \ I. AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, BY. DATE. - m \ '\ , '� %. � ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, \ ' ACCURATELY REFLECTS EXISTING FIELD COND177ONS AS DETERMINED . ' o BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: BY: DATE: 12/i0/2018. " N BY: DATE.. _ . W . ASI' •h , °,,: „ - U V ED: SCALE: _ - I. _. - . � DATE. S fl' % S R EY ' aS`'. �• °z i( i+ €:# X'% F Et ,Et . Y - rr�� qq O , • t.,: t SJ�J VERTICAL: NAVD 1988 • L. 1 0. HORIZONTAL. NAD 1983/1991 I . _, ^i a , :,, L D R. STRONG AVANA RIDGE PUD , CITY QF AS .NOTED /'�'' i ti ; DESIGNED: L.L. .� - FIELDBOOK: t , i CONSULTING ENGINEERS - TREE RETENTION PLAN C 1 2 t•iorki �a $ Before You Di :r ztk y DRAWN: I\ �' I V I O I V PAGE: . Y 9 s : € " ENGINEERS PLANNERS SURVEYORS i I s ; I i - .. CEN DRAWING NO: . . L Q 1 QATUM s,, ?s ONE INCH V� 1 a52-32 ° 820 - 7th AVENUE KIRKLAND WA 98033 CHECKED. Eo ti AT FULL SALE Planning/Building/Public Works Dept. 10615 SE 172ND ST, RENTON, WA c5 Q 'I,:. _ w Utll e8 Underground Location Center �'S IST '' !- � - 0425.827.3063 F425.827,2423 - - .. - - MIF NOT ONE INCH . - _ . . - _ - ` Q S NAZI .'I APPRGVED: SCALE ACCORDINGLY SHEET: OF: I : W (lD,Mi,ND, R,WA) 1. N0, REVISION gY DATE APPR C15008868 815008865 815�08$67 5 26 .'Q m I _ : _ - DRS PROJECT NO. 15088 11 TREE RETENTION CALCULATIONS T Q!T AL TREES 429 D, ID, DISEASED OR DANGEROUS TREES 67 Tf ES IN RIGHT - OF- WAY• 37 TfrES IN PRIVATE ACCESS EASEMENTS/TRACTS.- 0 T ES IN CRITICAL AREAS AND BUFFERS. • 114 l , T TREES. • 211 Tf-ES TO BE RETAINED, REQUIRED: (211 X 0.2) = 42 Tf_ES TO BE RETAINED, PROPOSED. 42 N I REPLACEMENT REQUIRED ,y. . 1 I- j t. �: ;l ,.. . 11 6. f e .� io . N. r%i I. I rn' j. ;... Q. N 0 11 I a, v 1 , .. 06 :. 2 E 4). {., , t .. -_ 0 {;. W I' (x : co o i,. m. Q . --. Q 0 c 2- �. Q �'l. . v . 0 . j ' 1.' . -Q : . Q Q . (n . cn c 3 0 L Q {. . . �. �: W : I , . � I . � I - '. l I . ill . Z 11 J (Z4. [�. 1: . I - . j e .- fl I f ., .. . -rn irc' r-n o L= =-A I TI n A I 1 I TR �� ' , NO, , , , , , , DBH v. SPECIES DL STATUS LOCATION PROPOSED 1 8 DOUGLAS-FIR 10 VIABLE DEVEL AREA REMOVE" 2 22 DOUGLAS-FIR 16 VIABLE DEVEL AREA REMOVE 12 BLACK COTTONWOOD 16 VIABLE. DEVEL AREA REM MOVE 4 14 BIGLEAF MAPLE t 6 VIABLE DEVEL AREA REMOVE 5 1 4 BIGLEAF MAPLE 16 VIABLE I DEVEL AREA REMOVE 6 9 BLACK COTTONWOOD 8 VIABLE - DEVEL AREA REMOVE 7 6 BIGLEAF MAPLE 6 VIABLE DEVEL AREA REMOVE 8 9 BIGLEAF MAPLE 8 DANGEROUS DEVEL AREA REMOVE 9 12 BIGLEAF MA PLE 8 DANGEROUS DEVEL AREA REMOVE. 1 0 36 BLACK COTTONWOOD 18 VIABLE - EL AREA DEV REMOVE 1 i 12 18 12 BIGLEAF MAPLE.. SCO LER'S WILLOW U 14 12 DANGEROUS VIABLE DEVEL AREA DEVEL AREA REMOVE REMOVE 13 10 BLACK COTTONWOOD 14 VIABLE VIA DEVEL AREA REMOVE 14 24 BLACK .COTTONWOOD 16 VIABLE DEVEL .AREA REMOVE 15 10. SCOULER'S WILLOW 121 VIABLE DEVEL AREA REMOVE 16 7 ' SCOULER S WILLOW 8 VIABLE DEVEL AREA REMOVE 17 28 BL CK COTTONWOOD A 0 DANGEROUS DEVEL AREA REMOVE 1 8 12 BLACK COTTONWOOD 14 VIA B E L E DEVEL AREA REMOVE t9 10 BIGLEAF MAPLE 12 DANGEROUS DEVEL AREA REMOVE 20 35 BLACK COTTONWOOD 20 VIABLE : DEVEL AREA REMOVE. 21 35 BLACK COTTONWOOD 0 DANGEROUS DEVEL AREA REMOVE 22 10,14 BIGLEAF MAPLE 10 DANGEROUS DEVEL AREA REMOVE.. 23 7 BIGLEAF MAPLE L 8 DANGEROUS DEVEL AREA REMOVE 24 8 DOUGLAS-FIR 6 D NGEROUS A DEVEL AREA REMOVE: 25 8 BIGLEAF MAPLE 0 DANGEROUS E DEVEL AREA REMOVE R .. E 26 8 BLACK- COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 27 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 28 70 BLACK COTTONW00 D 8 DANGEROUS DEVEL AREA REMOVE 29 8 L CK COTTONWOOD B A 12 VIABLE DEVEL AREA REMOVE 30 36 BLACK COTTONWOOD 18 VIABLE DEVEL AREA REMOVE 31 14 D BLACK COTTONWOOD A 12 VIABLE.. AREA DEVEL AR E OV R M E - 32 8 BLACK COTTONWOOD 10 VIABLE ROW REMOVE 33 8 BLACK COTTONWOOD 10 VIABLE ROW REMOVE BLACK COTTONWOOD 12 VIABLE ROW REMOVE 8 K COTTONWOOD BLACNGEROUS 12 VIABLE ROW . REMOVE 8 BIGLEAF MAPLE 0 DA DEVEL AREA REMOVE F,35 16 BIGLEAF MAPLE 18 VIABLE DEVEL AREA REMOVE 12 BIGLEAF MAPLE 16 VIABLEROW REMOVE 14 BIGLEAF MAPLE 16 VIABLE . ROW REMOVE 4 0 12 BIGLEAF MAPLE 6 DANGEROUS ROW RE OVE M 41 6 B/GLA F MAPLE E 10 VIABLE ' DEVEL AREA REMOVE 42 8 BLACK COTTONWOOD 0 DANGEROUS DEVEL AREA REMOVE I 43 18 BIGLEAF MAPLE 8 DANGEROUS DEVEL AREA REMOVE 44 8 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 45 . 8 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 46 10 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 47 12 . BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 6 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 8 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE E 50 224 1 , BIGLEAF MAPLE 0 DANGEROUS DEVEL AREA —REMO VE 51 10 BLACK COTTONWOOD 12 VIABLE IDEVEL AREA REMOVE 52 + . 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 53 1 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 54 16 BLACK COTTONWOOD 14 DANGEROUS DEVEL AREA REMOVE 12 16 , BIGLEAF MAPLE 10 DANGEROUS DEVEL AREA REMOVE ll:55 56 ` 8,10,12,12,14,18 BIGLEAF MAPLE GL 25 DANGEROUS DEVEL AREA REMOVE 57 18 BIGLEAF MAPLE 1 6 DANGEROUS 1. DEVEL- AREA REMOVE 58 8 BLACK COTTONW OOD 10 VIABLE DEVEL AREA REMOVE 59 12 1 BLACK COTTONWOOD 16 VIABLE DEVEL AREA 'REMOVE 60 8,10 BIGLEAF MAPLE 14 VIABLEDEVEL AREA REMOVE 61 6 BIGLEAF MAPLE 10 VIABLE DEVEL AREA REMOVE 62 6,6 - BIGLEAF MAPLE 12 VIABLE DEVEL AREA REMOVE 63 64 18 1 14 BIGLEAF MAPLE BIGLEAF MAPLE 12 10 DANGEROUS DANGEROUS DEVEL AREA DEVEL AREA REMOVE REMOVE 65 12 BIGLEAF MAPLE 14 DANGEROUS DEVEL AREA - REMOVE 66 18 BIGLEAF MAPLE 18 VIABLE DEVEL AREA REM VE 67 22 BIGLEAF MAPLE 18 DANGEROUSAREA DEVEL E A REMOVE 68 16 WESTERN RED -CEDAR 14 DANGEROUS DEVEL AREA RMOVE E 69 20 BIGLEAF MAPLE 14 DANGEROUS DEVEL AREA. REMOVE 470 16 BIGLEAF MAPLE 1 4 DANGEROUS A DEVEL AREA REMOVE _ 71 72 10 14 BIGLEAF MAPLE - BIGLEAF MAPLE 14 16 VIABLE VIA E U DANGEROUS :DEVEL AREA DEVEL AREA. E REMOVE R M REMO VE . 73 10 BIGLEAF MAPLE. 14 VIABLE VIA DEVEL ARE A E REMOVE R 74. 66 , BIGLEAF MAPLE BIGL 10 DANGEROUS A DEVEL AREA REMO E V. 75 12 BLACK COTTONWOOD 16 VIABLE, ROW REMOVE 76 8 BLACK COTTONWOOD 12 VIABLE 0 ROW REMOVE 77 7 8 10 . 8 BLACK COTTONWOOD BLACK- COTTONWOOD 14 i2 VIABLE VIABLE ROW O R W ` REMOVE . REMOVE 7g 8 BLA CK GOTTON W00 D 12 VI ABLE :ROW —REMO VE 80 8 BLACK COTTONWOOD 12 VI ABLE ROW. REMOVE E 81 8 COTTONWOOD BLACK COTT 12 VIABLE RO W REMOVE M 82 12 BLACK COTTONWOOD 14 !ABLE V ROW E REMO R M E 83 1 0 BLACK COTTONWOOD 12 VIABLE ROW OV REM E 11 8 4 10 BLACK COTTONWOOD 14 VIABLE .., R OW REMOVE R 85 14 BIGLEAF MAPLE 16 DANGEROUS ROW REMOVE 86 14 BIGLEAFMAPLE 16 US DANGEROUS ROW REMOVE 11 87 20 BIGLEAF MAPLE 16 VIABLE R OW REMOVE 88 16, f 6, 20 BIGLEAF MAPLE 25 DANGER OUS ROW REMOVE 89 8 BIGLEAF MAPLE 14 VIABLE VIA . ROW REMOVE 90 14 BLACK COTTONWOOD 16 VIABLE EL AREA DEVEL E O R M VE 91 1 0 BLACK COTTONWOOD 14 VIABLE EL AREA DEV REMO R VE 92 10 BLACK COTTONWOOD 12 VIABLE VEL AREA DE . REMOVE 93 . 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMO VE 94 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA O REM VE 95 1 16 BLACK COTTONWOOD 18 VIABLE DEVEL AREA REMOVE 96 97 12 10 -BLACK COTTONWOOD OOD BLACK COTTONWOOD 14 12 VIABLE VIABLE DEVEL AREA DEVEL AREA REMOVE REMOVE E 98 1 16 BLACK COTTONWOOD — 18 VIABLE I DEVEL AREA . I ... REMOd VE I 1 � 1 44 d �q _, , 2 Working Days Before You Dig 811 R 232 Is Underground Location Center rmg (ID,MT,ND,OR,WA) I I NAL Frii TREE NO. DBH SPECIES DL STATUS LOCATION PRUPUSLU 99 8 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 100 9 BIGLEAF MAPLE 14 VIABLE DEVEL AREA REMOVE 14 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE EMOVE 102 14 I BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 103 I I8 BLACK COTTONWOOD 12 VIABLE ' DEVEL AREA REMOVE 104 16 BLACK COTTONWOOD 18 VIABLE DEVEL AREA REMOVE 105 8 BIGLEAF MAPLE- 14 VIABLE DEVEL AREA REMOVE . 106' ` 14 BLACK COTTONWOOD 16 LE VIABLE AREA DEVEL AR REMOVE 107 8 BLACK COTTONWOOD 1 D VIABLE DEVEL AREA RE MOVE 1 OS 109 12 a. 0 WOOD BLACK COTT N BIGLEAF. MAPLE 10 14 VIABLE VIABLE DEVEL AREA DEVEL AREA REMOE V REMOVE 110 38 BIGLEAF MAPLE 18 S DANGEROUS DEVEL AREA REMO VE 111 2 2 BLACK. COTTONWOOD 16 VIABLE DEVEL AREA REMO 12 1 8 BLACK COTTONWOOD 6 DANGEROUS DEV EL AREA REMOVE E 113 1 6 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 114 10 BLACK COTTONWOOD 8 DANGERO US DEVEL AREA REM 0VE 115 16 BIGLEAF MAPLE 14 DANGEROUS DEVEL AREA REMOVE. 116 16 BIGLEAF MAPLE 14 RANGE RODS DEVEL AREA REMOVE 1 17 12' - DOUGLAS FIR 1 4 VIABLE' DEVEL AREA RE MO VE 118 14 BLACKCOTTONWOOD 161 VIABLE DEVEL AREA REMOVE 119 7 COTTONWOOD BLACK COTT 10 VIABLE DEVEL AREA REMOVE 12 0 9 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 121 10 BLACK COTTONWOOD 10 1 VIABLE I REVEL AREA REMO VE 12 2 10 BLACK COTTONWOOD 12 DANGEROUS DEVEL AREA REMOVE 123. - 5 14 24 BIGLEAF MAPLE 25 DANGEROUS DEVEL AREA DE R EMOVE 124 9 BLACK COTTONW OOD 10 VIABLE DEVEL AREA REMOVE 125 16 BLACK COTTONWOOD 16 VIABLE A DEVEL ARE E REMO V 126 8 _ . BLACK COTTONWOOD 10 VIABLE EL AREA DEVEL REMOVE R 127 20 BLACK COTTONWOOD 161 VIABLE DEVEL AREA REMOVE 128 12 `BLACK COTTONWOOD 10 E VIABLE DEVEL AREA V REMO VE R 129 20 BLACK COTTONWOOD 16 VIABLE RI T1CA L AREA C A RETAIN RET 130 8 BIGLEAF MAPLE 14 VIABLE CRITICAL AREA RETAIN 131 - 14 BLACK COTTONWOOD 12 VIABLE CRI77CAL AREA RETAIN 132 14 1. BLACK COTTONWOOD 12 E VIABLE CR (TICAL AREA RETAIN I33 7 BIGLEAF MAPLE 10 VIABLE CRITICAL AREA RETAIN 134 7 BIGLEAF MAPLE 10 VIABLE CRITICAL AREA RETAIN 135 T BIGLEAF MAPLE 10 VIABLE CRITICAL AREA RETAIN 136 137 6 7 WESTERN RED -CEDAR BIGLEAF MAPLE 8 1 10 VIABLE VIABLE CRITICAL AREA CRI 77CAL A REA RETAIN RETAIN 138 6 BITTER CHERRY 8 VIABLE. CRI77CAL AREA RETAIN 139 6 8/G LEAF MAPLE 12 VIABLE CRITICAL AREA RETAIN 140 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 141 142 8 10 BLACK COTTONWOOD BLACK COTTONWOOD 8 12 VIABLE . VIABLE DEVEL AREA DEVEL AREA REMOVE REMOV E 143 8 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 144 8 BLACK COTTONWOOD 8 DANGEROUS REVEL AREA REMO VE 145 146 147 1Z I4 14 10 BLACK COTTONWOOD BLACK COTTONWOOD BLACK COTTONWOOD 16 12 16 VIABLE VIABLE VIABLE DEVEL AREA DEVEL AREA DEVEL AREA —REMO VE REMOVE REMOVE 148 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 149 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 150 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 151 152 10 14 RED ALDER RED ALDER 14 I6 VIABLE DANGEROUS DEVEL AREA DEVEL AREA REMOVE REMOVE 153 8 ' BITTER CHERRY 8 1 VIABLE DEVEL AREA REMOVE 154 8 BITTER CHERRY 8 1 VIABLE DEVEL AREA REMOVE 155 8 BIGLEAF MAPLE 121 VIABLE DEVEL AREA REMOVE 156 8 BIGLEAF MAPLE 121 VIABLE DEVEL AREA REMOVE 157 1 8 . BIGLEAF MAPLE 121 VIABLE DEVEL AREA REMOVE 158 1 8 . BIGLEAF MAPLE 121 VIABLE DEVEL AREA REMOVE 159 12 BIGLEAF MAPLE ' 141 VIABLE DEVEL AREA REMOVE 160 28,28 BIGLEAF MAPLE 25 VIABLE DEVEL AREA REMOVE 161 24 RED ALDER 0 DANGEROUS DEVEL AREA REMOVE 162 1 2 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 163. 18 BLACK COTTONWOOD 16 VIABLE DEVEL AREA REMOVE 164 14 BLACK COTTONWOOD 16 VIABLE REVEL AREA REMOVE 165 8 TER CHERY B/T R 12 VIABLE DEVEL AREA REMOVE 166 16 BLACK COTTONWOOD 1 8 DANGEROUS EL AREA DEV REMOVE 187 168 18 8 BLACK COTTONWOOD RED AL DRER 16 12 DANGEROUS VIABLE DEVEL AREA ROW REMOVE REMOVE 16I 2 0 ON OD A BLACK COT WO 18 urA BLE 0 ROW R REMOVE 170 8 COTTONWOOD BLACK 0 1 0 VIABLE ROW REMOVE 171 ' 10 DOU GLAS=FIR 6 V!A BLE D EVEL AREA REMOVE 172 8 RED ALDER 14 I BLE VA R OW REMOVE 173 18 O OOD BLACK COTTNW 16 VIABLE REVEL AREA REA,10VE 174 16 K COTTONWOOD BLACK 16 VIABLE DEVEL AREA REMOVE 175 26 F MAPLE BIGLEAF 16 D NGEROUS A DEVEL A REA R EMOVE 176 1 6 D COTTONWOOD BLACK CO W 14 VIABLE AREA DEVEC A R RETAIN R 177 1 6 COTTONWOOD BLACK COT D BLA 14 VIABLE DEVEL AREA RETAIN A 178 8 E BIGLEAF MAPLE 1 4 VIABLE DEVEL AREA RETAIN 179 ,8 A MAPLE BIGLEAF A 14 VIABLE DEVEL AREA RETAIN 180 . 8 , SCDULER S WILLOW 8 RANG EROUS RO W —REMO VE 181 28,28 BIGLEAF MAPLE 16 DANGEROUS CRITICAL AREA RETAIN 182 : 14 BIGLEAF MAPLE BIGL 12 , RANGE RODS AREA CRITICAL A R RETAIN R 183 16 COTTONWOOD C LOTTO BLACK 1 4 VIABLE AREA CRITICAL R RETAIN 184 9 20 COTTONWOOD B ACK. L . 16 VIABLE AREA CRI77CAL A RETAIN- R 185 ` 16 BLACK COTTONWOOD 12 VIABLE . CRITICAL AREA RETAIN 18s 10 0o BLACK COTTONWOOD B u� ABLE E CR !TICAL AREA RT RETAIN 187 16 BLACK COTTONWOOD 14 VIABLE CRITICAL AREA RETAIN 188 10 OOD BLACK COTTONWOOD 1 0 VIABLE ROW W RE MOVE 189' 12 0CRITICAL 0 BLA CK COTTONWOOD 1 D VIABLE AREA RETAIN 190 14., B ACK COTTONWOOD L 16 VIABLE V ROW REMOVE - 191 12 BLACK COTTONWOOD 14 VIABLE DEVELREA A RETAIN 192 12 BLACK COTTONWOOD 10 VIABLE CRITICALAREA RETAIN 1 93 10 BLACK COTTONWOOD 12 11 VIABLE DEVEL AREA RETAIN 194 8 BLACK COTTONWOOD 10 VIABLE DEVEL AREA RETAIN 195 196 7 8 LE BIGLE AF MAPLE BIGLEAF MAPLE 10 10 VIABLE VIABLE DEVEL AREA DEVEL AREA AIN RETAIN RETAIN F MAPLE 12 VIABLE DEVEL' AREA RETAIN 191 0,0 BIGLE A 198 8 BLACK COTTONWOOD I 10 1 VIABLE ROW REMOVE D.R. STRONG . E CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 71h AVENUE KIRKLAND, WA 96033 ,0425.827.3063 F 425.827.2423 N0. TREE NO. .11 DBH I SPECIES 1. STATUS LOCATION PROPOSED 199 8 . BITTER CHERRY r12 VIABLE ROW REMOVE 200 .8 . BLACK: COTTONWOOD VIABLE ROW REMOVE 201 14 - BLACK COTTONWOOD VIABLE DEVEL AREA REMOVE 2021.10 BLACK COTTONWOOD 6 DANGEROUS DEVEL AREA REMOVE 203 8 BLACK COTTONWOOD 8 VIABLE DEVEL AREA REMOVE . 14 :. BLACK COTTONWOOD OOD 12 VIABLE . DEVEL AREA RETAIN 205 14 BLACK D COTTONWOOD 12 VIABLE DEVEL AREA RETAIN 206 `. ` 6 AP BIGLEAF MAPLE LE 12 VIABLE DEVEL AREA RETAIN 207 8 BIGLEAF MAPLE 12 VIABLE DEVEL AREA RETAIN 208 18 TON OOD BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 209 210 I10 8 : BLACK COTTONWOOD A BLACK COTTONWOOD 12A 10 I VIABLE VIABLE DEVEL AREA DEVEL AREA REMOVE REMOVE 211 212 10,12 1620 12 . BIGLEAF MAPLE COTTONWOOD BLACK COTT NW 25 1 14 DANGEROUS VIABLE DEVEL AREA DEVEL AREA REMOVE RETAIN 213 12 D BLACK COTTONWOOD 12 V/ABLE DEVEL AREA RETAIN 214 16 'COTTONWOOD BLAC ' COTT K 16 VIABLE DEVEL AREA RETAIN 5 21. 8 ONWOOD BLACK COTT. 10 DANGEROUS DEVEL AREA REMOVE O WOOD 14 VIABLE DEVEL AREA REMOVE 2 7 i 14 COTTONWOOD BLACK COTT 14 VIABLE DEVEL AREA REMOVE 218 14 O BLACK COTTONWOOD 1 4 VIABLE DEVEL AREA RETAIN 219 18 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 220 7. S GON H/ TE A H ORE W 12 VIABLE DEVEL AREA RETAIN 221 10 BLACK COTTONWOOD 121 VIABLE DEVEL AREA RETAIN 222 10 BLACK CO TTON WOOD ' 12 VIABLE DEVEL AREA RETAIN 223 10 C COTTONWOOD : BLACK 12 B VIABLE DEVEL AREA REMOVE 224 .10 COTTONWOOD BLACK T 12 VIABLE DEVEL AREA REMOVE 225 8 BLACK COTTONWOOD 10 VIABLE ROW REMOVE 226 8 0 COTTONWOOD BLACK C T 10 VIABLE ROW REMOVE 227 228 10 1 4 BLACK COTTONWOOD BLACK COTTONWOOD 12 12 VIABLE VIABLE DEVEL AREA DEVEL AREA RETAIN RETAIN 9 22 8 1 LOW SCOULER'S WILLOW 10 DANGEROUS DEVEL AREA REMOVE 230 8,8, BLACK COTTONWOOD 14 VIABLE ROW REMOVE 231 I 10,10 : BLACK COTTONWOOD 14 DANGEROUS DEVEL AREA REMOVE 232 8 BIGLEAF MAPLE 16 VIABLE DEVEL AREA REMOVE 233 22 BIGLEAF MAPLE ; 18 DANGEROUS DEVEL AREA REMOVE 234 1 2 BLACK COTTONWOOD 10 VIABLE DEVEL ARE A REMOVE 235 16 BLACK COTTONWOOD 8 DANGEROUS DEVEL AREA REMOVE 236 12. BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE . 237 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA REMOVE 238 1 8 WESTERN HEMLOCK 10 VIABLE DEVEL AREA REMOVE 239 ` 10 DOUGLAS-FIR ` 8 VIABLE DEVEL AREA RETAIN 240 10 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 241 112 BLACK COTTONWOOD 14 DANGEROUS DEVEL AREA REMOVE 242 10 . BLACK COTTONWOOD 14 VIABLE DEVEL .AREA REMOVE 243 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA RETAIN 244 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA RETAIN 245 1 COTTONWOOD 14 VIABLE DEVEL AREA RETAIN 246 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA RETAIN 247 1 1 12 BLACK COTTONWOOD 14 VIABLE IROW REMOVE 248 8, 8, 8 BLACK COTTONWOOD 12 DANGEROUS ROW REMOVE 249 14 BLA. CK COTTONWOOD 16 DANGEROUS CRITICAL AREA RETAIN 250 20 ' . BLACK COTTONWOOD 16 VIABLE I CRITICAL AREA RETAIN 251 8 BLACK COTTONWOOD 14 VIABLE CRITICAL AREA RETAIN 252 1 8 BIGLEAF MAPLE , 14 VIABLE CRITICAL AREA RETAIN 253 14 1 BLACK COTTONWOOD 16 VIABLE CRITICAL AREA RETAIN 254 10 BLACK COTTONWOOD 12 VIABLE CRITICAL AREA RETAIN 255 10 BLACK COTTONWOOD 14 VIABLE CRI TJCAL AREA RETAIN 256 10 BLACK COTTONWOOD 14 VIABLE CRITICAL AREA RETAIN 257 14 . BLACK COTTONWOOD 14 VIABLE . CRITICAL AREA RETAIN : 258 1 .8 BLACK COTTONWOOD 10 I VIABLE CRITICAL AREA RETAIN 259 16 ' BLACK COTTONWOOD 16 VIABLE CRITICAL AREA RETAIN 260 16 1 BLACK COTTONWOOD 14 VIABLE DEVEL AREA RETAIN 261 262 14 10 BLACK COTTONWOOD BIGLEAF MAPLE 3 16 DANGEROUS VIABLE DEVEL AREA AREA DEVEL AR -REMO VE RETAIN 263 14 ' BLACK COTTONWOOD 10 VIABLE DEVEL AREA RETAIN 26.4 J 4 BLACK COTTONWOOD 10 VIABLE DEVEL AREA RETAIN 265 8 BLACK COTTONWOOD 10 VIABLE DEVEL AREA REMOVE 266 10. COTTONWOOD BLACK N 10 VIABLE DEVEL AREA REMOVE. 267 8 WESTERN HEMLOCK ' 10 VIABLE DEVEL AREA RETAIN 268 12 BLACK COTTNEL O WOOD 10 VIABLE DEV AREA REMOVE 269 1. 14 OT D BLACK C TONWO 01. 12 VIABLE DEVEL AREA RETAIN 270 8 OD BLACK COTTONWOOD 12 VIABLE DEVEL AREA RETAIN 271 10 COTTONWOOD BLACK WO 1 2 V/ BLE A DEVEL AREA RETAIN 272 10 BLACKCO0 TONWOOD 10 VIABLE CRITICALAREA . RETAIN 273 '16 WESTERN RED -CEDAR 121 VIABLE CRITICAL AREA RETAIN 274 26 - BIGLEAF MAPLE 20 VIABLE CRITICAL AREA RETAIN 2 75 2Z6 8 26,26 BL A CK COTTONWOOD BIGLE F A. A MAPLE 12 25 DANGEROUS DANGEROUS DEVEL AREA DEVEL AR EA REMOVE V REMOVE 277 28 BIGLEAF MAPLE 20 VlA BLE CRITICAL A REA R ETAIN 278 24 MAPLE BIGLEAF MA: 20 VIABLE CRI TICAL AREA R RETAIN R 279 8 BLACK COTTONWOOD 10 VIABLE CRITICAL AREA RETAIN 280 10 .. BLACK COTTONWOOD 12 VIABLE DEVEL AREA REM0VE 281 12 BLACK COTTONWOOD 14 VIABLE DEVEL AREA MOVE RE 282 8 LACK COTTONWOOD BLACK 6 D N A DEVEL AREA REMOVE 283 14 BLACK COTTONWOOD 12 VIABLE CRITICAL AREA RETAIN 284 14 D BLACK COTTONWOOD , 12 VIABLE CRITICAL AREA RETAIN 285 11 14 BLACK COTTONWOOD 14 VIABLE 1CAL AREA CRI T RETAIN 286 8'8 - BLACK COTTONW OOD 16 VIABLE CRI TICAL AREA RETAIN 287 . . 22 1.BLACK . COTTONWOOD 16 VIABLE CRITICAL AREA RETAIN 288 22 BLACK 'COTTONWOOD 16 VIABLE EA CRITICAL AREA N RETAIN 289 -.10 BLACK COTTONWOOD 14 VIABLE CRITICAL AREA RETAIN 290 12 BLACK COTTONWOOD 14 VIABLE CRITICAL AREA RETAIN 291 8 .. BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 292 6 .: 1 DRONE PACIFIC ti A A 8 VIABLE DEVEL AREA REMOVE 293 9 BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE 294 295 14 6 -. BLACK COTTONWOOD BIGLEAF MAPLE., 12 10 DANGEROUS VIABLE DEVEL AREA EL AREA DEV REMOVE REMOVE 296 6 BIGLEAF MAPLE 10 VIABLE DEVEL AREA REMOVE 297 8 BIGLEAF MAPLE 14 DANGEROUS DEVEL AREA REMOVE 298 10 BIGLEAF MAPLE 141 VIABLE I I DEVEL AREA REMOVE REVISION `I ' - SURVEYED: DESIGNERS DRAWN: YLP CEN CHECKED: MAJ BY DATE APPR APPROVED TREE NO. DBH SPECIES DL STATUS LOCATION . PROPOSED 299 14 BIGLEAF MAPLE 0 DANGEROUS DEVEL AREA REMOVE 300 22 BLACK COTTONWOOD 16 VIABLE. CRITICAL AREA RETAIN 301 8 BLACK COTTONWOOD 12 VIABLE CRITICAL AREA RETAIN 302 8 AWOOD BL CK COTTON 12 VIABLE I CRITICAL AREA RETAIN ` 303 10 BLACK COTTONWOOD 6 1 DANGEROUS CRITICAL AREA RETAIN 304 20 BLACK COTTONWOOD . 16 VIABLE CRITICAL AREA RETAIN 305 12 BLACK COTTONWOOD BLA 10 VIABLE DEVEL AREA REMOVE 306 8 ' SCDULER S WILLOW 0 DANGEROUS DEVEL AREA REMOVE 307 JO BLACK COTTONW00 D 10 VIABLE . DEVEL AREA REMOVE 308 12 TON 0 D BLACK COT W 0 12 VIABLE DEVEL. AREA - RETAIN 309 . 8 BITTER CHERRY 8 VIABLE CRITJCAL AREA 'RETAIN 310 18 BLACK COTTONWOOD 0 DANGEROUS CR/77CAL AREA RETAIN 311 8 COTTONWOOD BLACK COTT 8 VIABLE CRI77CAL AREA RETAIN 0 BLACK COTTONWOOD' 10 I VIABLE. . CRITICAL AREA RETAIN 313 4 2 . BLACK COTTONWOOD 18 VIABLE CRITICAL AREA RETAIN 314 12 CO TONWOO BLACK TD 10 VIABLE CRITICAL AREA RETAIN 315 18 BLACK COTTONWO OD 16 VIABLE CRI77CAL AREA . RETAIN 316 i8 BLACK COTTONWOOD 16 VIABLE CRITICAL AREA RETAIN 317 12 BLACK COTWTON OOD . 12 VIABLE CRITICAL AREA RETAIN ` 318 8 BLACK COTTONWOOD 6 DANGEROUS CRI77CAL AREA RETAIN 319 10,18,24 BIGLEAF MAPLE 20 VIABLE DEVEL AREA : REMOVE 320 8 BLACK COTTONWOOD O DANGEROUS DEVEL AREA REMOVE ! . 321 14 BLACK COTTONWOOD 14 VIABLE DEUE L AREA R EMOVE 322 36 BLACK COTTONWOOD 25 Vl BLE . A CRITICAL AREA RETAIN 323 8 CHER BITTER RY 12 VIABLE CRITICAL AREA RETAIN 324 . 14 BLACK COTTONWOOD 0 1 DANGEROUS CRI77CAL AREA RETAIN. 325 16 BLACK COTTONWOOD 121 VIABLE CAL AREA CRITICAL RETAIN ' 326 18,26 . APLE BIGLEAF M 18 VIABLE CRI 77CAL AREA RETAIN 327 1 6 COTTON OD BLACK C 18 VIABLE DEVEL AREA REMOVE 328 8 BLACK COTTONWOOD 8 VIABLE DEVEL AREA REMOVE 329 16 BLACK COTTONWOOD BLA 14 E VIABLE DEVEL AREA REMOVE TREE NO. DBH SPECIES ` DL STATUS LOCATION PROPOSED 399 14 BLACK COTTONWOOD 16 VIABLE CRI T!CAL AREA RETAIN ' 4 00 10 BLACK COTTONWOOD 10 VIABLE CRI77CAL AREA RETAIN 401 10 BLACK TEA COTON WOOD 10 VIABLE CRI77CAL AR RETAIN 402 10 BLACK COTTONW DOD 10 VIABLE CRI TICAL AREA RETAIN 403 10 BLACK `COTT ON WOOD 12 VIABLE CRITICAL AREA RETAIN . 404 10 Bl ER CHERRY TT 8 VIABLE CRI77CAL AREA RETAIN 405 12 BLACK COTTONWOOD 14 VIABLE CRI77. . CAL AREA RETAIN 406 12 _ BLACK COTTONWOOD 14 VIABLE CRI77CAL AREA , . RETAIN 407 10 DOD BLACK COTTONWOOD 12 VIABLE VIA. CRI TICAL AREA RETAIN 408 409 f0 10 ON OOD BLACK COTT W BLACK COTTONWOOD 12 12 VIABLE VIABLE CRI TICAL AREA C L AREARETAIN. CRI T! A A RETAIN R 4f0 16 BLACK COTTONWOOD 14 VIABLE CRI7IGAL A REA., RETAIN 411 412 16 14,14,14 BLACK COTTONWOOD BIGLEAF MAPLE 14 16 VIABLE . VIABLE CR177CAL AREA. CRI TICAL AREA RETAIN RETAIN, A N 413 6,8 8,10 BIGLEAF MAPLE 14 DANGEROUS CRITICAL AREA RETAIN 414 10 BIGLEAF MAPLE 10 G ROUS DAN E . CRITICAL' AREA RETAIN 415 21 OD BLA CK COTTONWOOD 1 4 DANGEROUS CRI77CAL AREA CRI A RETAIN . 1N 4-168 BLACK COTTONWOOD 10 DANGEROUS 'CRI TICAL AREA RETAIN . 417 ro BLACK COTTONWOOD 10 DANGEROUS CRI TICAL AREA TAIN. RE .1 418 8,10,12,12 BIGLEAF MAPLE 14 DANGEROUS AREA CRITICAL A RETAIN, 419 10 10 ' BIGLEAF MAP LE 12 DANGEROUS CRI77CAL AREA RE RETAIN T 420 . 8 BIGLEAF MAPLE 12 ._ VIABLE EA DEVEL AR1. RETAIN 421 6, 6 BIGLEAF MAPLE... 0 1 . VIABLE CRITICAL AREA RETAIN 422 10 BLACK COTTONWOOD 10 VIABLE AREA RE . DEVEL A REMOVE ` 423 14 DOD BLACK COTTONWOOD 12 VIABLE DEVEL AREA REMOVE R 424 1 0 BLACK COTTONWOOD 14 VIABLE AREA CRI TICAL A E . R R ETAIN 425 8 RED -CEDAR WESTERN R 8 VIABLE CRI77CAL AREA . RETAIN 426 10 BIGLEAF MAPLE / 12 RANGER ODS AREA CRI77CALR. RETAIN 427 428 14 7 BLACK COTTONWOOD BLACK COTTONWOOD 16 10 DANGEROUS DANGEROUS CRITICAL AREA CRI TICAL AREA'. RETAIN. RETAIN . ` A . 429 7 BITTER CHERRY 8 VIABLE CRI TICAL- AREA RETAIN `. 0 33 8 BLACK COTTONWOOD 3 AN DEVEL AREA I V BLE DEVEL AREA 16 .IA 6 DANGEROUS DEVEL AREA 10 VIABLE DEVEL AREA - 0 DANGEROUS .DEVEL AREA 14 VIABLE DEVEL AREA AREA 10 VIABLE DEVEL AR 12 VIABLE DEVEL AREA _ 12 VIABLE DEVEL AREA 10 VIABLE DEVEL . AREA 14 VIABLE DIE VEL AREA 0 DANGEROUS DEVEL AREA 12 VIABLE DEVEL AREA 20 VIABLE DEVEL AREA 10 VIABLE DEVEL AREA 14 VIABLE I. . DEVEL AREA 6 VIABLE DEVEL AREA 0 DANGEROUS DEVEL AREA 12 VIABLE DEVEL AREA 14 VIABLE . DEVEL AREA 10 VIABLE DEVEL AREA 10 VIABLE. DEVEL AREA 12 VIABLE DEVEL AREA 14 VIABLE DEVEL AREA 14 VIABLE - DEVEL AREA 14 VIABLE DEVEL AREA 14 VIABLE DEVEL AREA 14 VIABLE DEVEL AREA 14 VIABLE DEVEL AREA 14 VIABLE DEVEL AREA 14 VIABLE DEVEL AREA 0 DANGEROUS DEVEL AREA 14 VIABLE DEVEL AREA 14 VIABLE DEVEL AREA: BL DEVEL AREA 16 VIA . E 18 VIABLE DEVEL AREA DEVEL AREA 12 VIABLE E 14 VIABLE DEVEL AREA 16 DANGEROUS DEVEL AREA 14 VIABLE . DEVEL AREA V 1 2 DANGEROUS CRl77CAL. AREA 12 VIABLE CRITICAL AREA ' AREA 12 DANGEROUS CRITICAL A L AREA 16 VIABLE DEVEL A L A I TIC .ARE r 0 DANGEROUS CRI77CAL. E 10 DANGEROUS CRITICAL AREA l CAL AREA 14 VIABLE CR 7r A E AREA 76 VIABLE CRI77CAL R . AREA S CRI TICAL A 14 DANGEROUS l CA A EA e cRn L R 12 VIABLE .. CRI AREA 12 VIABLE A CRI77CAL AREA 12 VIABLE C R 14 VJA BLE . CRI TI CAL AREA . . 16 VIABLE CRI TI C AL . AREA 14 VIABLE DEVEL AREA EL AREA B DEV 0 VIABLE 1 I L 10 VIABLE DEVEL AREA 10 VIABLE DEVEL AREA. . .. ... 12 VIABLE CRITICAL AREA E -DEVEL A OUS AREA DANGEROUS 12 A E 12 DANGEROUS CRITICAL AREA _.: CA AREA 12 VIABLE CRITICAL LE DEVEL AREA 12 VIABLE 16DANGEROUS DEVEL AREA AREA 16 VIABLE CRI77CAL A AREA 16 VIABLE CRITICAL A V 16 VIABLE . CRI77CAL AREA 16 VIABLE CRITICAL AREA 16 DANGEROUS CRI77CAL AREA ._ REMOVE REMOVE. REMOVE- REMOVE REMOVE REMOVE RE MOVE REMOVE REMOVE REMOVE1. REMOVE REMOVE REMOVE RE1. MOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE , REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE REMOVE R EMOVE REMOVE REMOVE R REMOVE R ETA( RETAIN RETAIN R AI RETAIN R REMOVE 'RETAIN RETAIN -RETAIN RETAIN _ R ETA/N RETAIN RETAIN R _. . RETAIN R R ETAIN RE TA/N RETAIN . R. A R RETAIN E R ETAIN RETAIN R RETAIN REMOVE RETAIN R AIN RET REMOVE OVE REM . RETAINBY: RETAIN RETAIN RETA 1N RETAIN EXCLUDED TREES NQ TE E ARBORIST REPORT DATED' DECEMBER 16, 2015 BY SE , GREENFOREST INCORPORATED FOR INFORMATION ON DEAD, . DISEASED, OR DANGEROUS TREES. . . . E TREE TABLE NOT . 1, DBH _DIAMETER BREAST 11E/GHT 1N INCHES 2. DL = DRIPLINE RADIUS 1N FEET . . . 1L T LJ f J . V AS � � � I I I... _ ON ON .. . ND AS BUILT INFORMA T! 1N1S SHEET. FO MA 770N SHOWN H EREON 6YH ICH WAS . cE nF THAT 1NE /N R 1 R Y C ONS _ INCLUDE LO A7] 'DMAYI T Y D.R. STRONG AN , A S BUIL B — COMMENTS ELEVATIONS, DE P INS PIPE SIZES 'AND AS BUILT , ACCURATELY Y REFLECTS EXISTING FIELD CONDITIONS AS DETERMIN ED - ACCUR TE E VISION ON THIS DATE. BY ME OR UNDER MY DIRECT SUP R _ . / 1.. 1 2 10 201 8 . : :R392206...l. , .� I 1. 1. .. CONSTRUCTION APPROVED FOR CON STR O ISS ON S SUBJECT TO ERRORS AND M . ..,DATE: BY. ` I � DATE: • .:: .. . . ® Y DATE: BY; DATE: DATE: Z) . 1 . . . I. .. .. . . . ' . . . . . - . . . .... . , ._ _. ` . . .. ` .. , . .l... ..., ,�. � I N C'0 ... . ' _ !, � . . . w 1. o LL . . a.. . - u . O. L: ..:.. 331 14 BLACK COTTONWOOD 332 12 BLACK COTTONWOOD 333 12 BLACK COTTONWOOD 334 8 BLACK COTTONWOOD 335 7 BIGLEAFMAPLE . 336 337 12 14 _. BLACK COTTONWOOD BLACK COTTONW00 D - 338 14 BACK COTTONWOOD LA 339 8 BLACK COTTONWOOD 340 14 BLACK COTTONWOOD 341 342 8 10 OOD BLACK COTTONW . BLACK COTTONWOOD 343 26 BIGLEAF MAPLE 344 12 BLACK COTTONWOOD 345 346 347 16 8 8 BLACK COTTONWOOD BLACK COTTONWOOD. BLACK COTTONWOOD 348 14 BLACK COTTONWOOD, 349 12 BLACK COTTONWOOD 350 12 , BLACK COTTONWOOD 351 352 12 10 BLACK COTTONWOOD BLACK COTTONWOOD 353 1 12 BLACK COTTONWOOD 354 12 BLACK COTTONWOOD J55 12 BLACK COTTONWOOD 356 12 BLACK COTTONWOOD 357 12 BLACK COTTONWOOD 358 12 BLACK COTTONWOOD 359 12 BLACK COTTONWOOD 360 12 BLACK COTTONWOOD 361 10 BITTER CHERRY' 36 2 12 BLACK COTTONWOOD 363 12 BLACK COTTONWOOD 364 8,18 BIGLEAF MAPLE 365 4 X 8 BIGLEAF MAPLE 366 7 EA MAPLE BIGL F M 367 368 8 8 8 8 _. BIGLEAF MAPLE BIGLEAF MAPLE : A 369 370 10 10,12 BLACK COTTONWOOD BIGLEAF: MAPLE 3. 8 .. . . BI TTE R CHERRY 372 i012 8,. AF MAPLE BIGLE M 3 73 000 BLACK COTTONWOOD 374 20 AF MAPLE BIGLEAF M 375 20 BIGLEAF MAPLE 37 6 1... 8 2 EAF APLE. BIGLEAF M 7 16 E BIGLEAF MAPLE 378 1 16 61. L BIGLEAF MAPLE 379 t . 4 F MAPLE BIGLEAF M 380 8 BLACK COTTONWOOD 381 . 8 BLACK COTTONWOOD 382 i 6 C COTTONWOOD BLACK 383 16 BIGLEAF MAPLE 384 12 BLACK COTTONWOOD 3 85 8 OOD BLACK COTTONWOOD A 386 8 BLACK COTTONWOOD 387 1 2 BLACK COTTONWOOD .1 38$ 10. . BLACK COTTONWOOD 389: 1 o BLACK corrovWooD 390 10 DOD BLACK COTTONWOOD 391 10 BLACK COTTONWOOD 392 10 BLACK COTTONWOOD 393 14 BLACK COTTONWOOD 394 12 BLACK COTTONWOOD - 395 396 14 14 BLACK COTTONWOOD BL CK COTTONWOOD A 391 14 BLACK COTTONWOOD 398 14 BLACK COTTONWOOD . .... . SCALE: , . . VERTICAL:. NAVD 1988 - AVA N A RIDGE P U D � - 12,10. HORIZONTAL: ND 1983/1991 I T V O AS NOTED I l FIELDBOOK: .. 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S / II _ > `� SHALL BE POTHOLED O \ - - -- :mow= a - sA,iF7, ,ir,;,fr l , r , i �.a..,..... ,a+ ,s-,.., �' .._,a:.-� .,..s. \'�., r- € V_ l tk , w a _ - _, I - -_... ,� _ . i. .,..,.cr ,}.. ....�;rsar'-. _-�-rTr. "..,"'"'.s_-•�71�7"""`__._ •,... �...:,._..------"-7' r„"'-i' INTERCETOR SWA E , : :r ," _,..__�_._M,- / - -_ .-1r 1I i _ C� _ , r -_ L F.. TiiA',ariirtlrl..RiE( /'• _-., i , 1 ✓ J € . TO DISCHARGE TO I f :., •. r _ ,, O�,,, is i I t 4 J .. ......,, . m ....... ., BAKER TANKS � �� ; , .w_.. :�._� . ,� ._...._. _,. f _ w ,._. •�•' S� 'w, , -~.� ..-«.._.< .-•°�_..-a•- ---.. . _... , - w - :,"" ir--^�'""'_V'm� -m . r.,--a y, t ^_......:.._- : s _.. ,.m_ __...1.._. _. y ^ k.:. ? w: _..:,., _ _. / _ _. m. ,... ,_.._ ,, - _.,_ - m ,I F. {, ,,....,m _ _,_. ,m _,_ _ ._ _ _ ia... , T' ....-...• f t./' ,d�°' •l a , .......:....... .. ... .. .... ➢: s'"r�•^` _-, _... psi:.... -i-� \ � .w•.-......., .._. \, r '-r_-�-f _.,,�y3�, '4'... 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CULVERT \ i E 1 ; ; \ LS A D UDS 0 r s F ,, � .-�, , { ?NIT4IQ I T �:,;.,f FL=388.00 F '� ' ` 1 \ ; ,, , ST00 P LE ,AREA, :..: l "_\' (. BE STORED HE E /N EAST B ILD/NG I ' k SOUTH O8 14 (, I ( �,/ §' t F I. , . WES 1LDIN - RA I; S) AND ONLY HERE 1) + i { I �: r \ \ \ \ ,. I 1 s� \ 00. / , ' , i K.� 1/ r ,emu .w / \ \ a / �- Y 1 3 {{ TALL TIMES AREA ;fiH LLI ,. t e SEE SHEET C5 >€I, r ; " _ . I 1 i , ?� , E L NED WITH P ' T E,..�ND £ . I / r, `'} 1 FOR TREES TO BE , ` ,l \ '\\ .n / . I11 ; 7 r r . t i I I i, ' { } , Rl€- rx. - O TO ANY ,' � ) i v . - .. - � ' REMOVED. IS THIS AREA r ` � F ,f / C .,` . _ 4 ' y ' ` / t , I ACTT V '� .r i , ,_ , \ \ a . `' - \ i /� s ", ` ..r . J (• '� ! i , }i E .�� .:.:�� air r �,l i`•l 'w J ,. i f \ J \ . 7. J r t c) t i w< S-1 0 - - M.r .. f , t ; FL-40i. D0,'' : i 1. i 1. 1 J 1 w •c i .,j - FL-396.00 S=5.009 r 7 ? a ( ._ ! a t -� 4. • \ /` ✓' r t r i ! 1 / <. .. /f a ,, 1 ,..,.,.;_, r ',•„„, a`• f .7 L - P \,. \..,,. \. I . `� t ( r 1 -' _ : - . ., by _.. _.. t - \ Z. __ \\ :.,.. i € t \ r 1 4 :[,:..'`� '\.« r J `y~? I t _ \. -=r • 't r 1.j '' r. 1. 4 , - 2 ., ` 4 -,. 11 t .. ... ••.. ,f(- I.,,,"I., _%j /� \ i 3 ""`Y `� uar . ,r+ F T € \ < 2, / 'F Q/ F fr'l. /•'�" i f tt r `'\.: `\.. \ - i I 1 "i `I . i r ,..! ,,,'" ^• _ t'' w ''` \«.f'` .•, I.+� !. .f I .1,\ :/ +y ^ r 5=4r00% " \,`_ {' .c•"h' i ;J.r l :\. I , t - ' 6. rTf ..mow t'- m, .,. - t: 'x i/ I % .' 1 _ _ n p j� __ . w.._. €\ € € i y - �,. 'l. % E ? -t r •f--c�-r� b�---}'-i, i 'y.e"v.� h. .,. _.. i . `i.. %.. "'"�j 3 1'.. .'rc ', \ n +. , / ,..- j i •f j BAKER TANKS TO .DISCHARGE FL=359.00 \ . • _-, , \ \ w }y � A, t ' ) ,., \ ' i j 5 TO EXISTING SEWER MANHOLE ti` \ N \ i - M -' • "'" i \ I 4 \ \'.' I y f / / r' / ...: ,q \t I \ } F 1 } i t \ S y mm ' ,%, tom" - t s \ ,` ` .. I \ , o o 0 IN SE 172ND STREET° BAKER \\ TANKS TO BE USED UNTIL r �- -'�- - `=' ., - - \ _ -r z' - - - DETENTIO V UL T � \ \^ g 1 ......_ _._. \ _� .. - - - �....,_ <. ,.._ , . MU -, N A CONSTRUCTION IS COMPLETE \ \ \' f i _"-"w . ,w ` M \\ _ -', ?.. • <, ti \ j i/ \ AND USED FOR CONSTRUCTION \ \ c• t -:,,,� :.,:: .. --.: ,r < _ - », ter._ _: ? °w` a \-, i ,, I \ _ . i `<\ , 1 'v: *., „,.... -. Iry ..,. .r' / - PS `..,. „ \.. ` \ \ \ t x',.' ,_ f ': '` :.a"''i '�' j \ ` l` ",.,I STORMWATER. �': •.. _ r .w .., , " I \ \ w SUMP PUMP TO BAKER TANKS, \ \ y 1 .._ - , �. `\ J \ \ i t _. , r w ,.. \ , r . \ " _ �._. - STREET LIGHT NOTE. YP BD ,w _ _. _ - _ - w . ... � `,, T E &SIZE OF PUMP T .. a [� _... Rom;,.... ( �57 \ \ r,_ :-... D.0 r - a ram... 1 } . .d/ '....11 1 H EAST SIDE OF BENSON DRIVE WILL BE AT CONSTRUCTION ✓ `,; \ " \ ,-, - -' ,_' \ r ' \ s ". , / "LI GHTS ALONG T E \ a \ _ -.r►" , r.- �_., - - :z M f . . . . - . I -I'1. I (\z-. L \ DOUBCE'SILT _ : _ ..w... -� •\ / �-z, , 4` - o---�= /� EPLACED. ` ,. " ,_._- , .., _ 1 _. s //.... -.., _ o/�� x__ '9L \ ? FENC OUND_ ? _ / - r . F 4. OD \ \` \ " " - a F Al / r tr . \ € \ C _ T r(`J / 4 \ (� 4NK SIZING NOTE. . \ \ \ - ;, ; i \, SENSI TI VE A E" ,� - I 1 , \ \• \ _ i • , ;.� , '� i -ON TANKS SHALL BE USED FOR THE SITE. THE MAXIMUM r . -; 1 ._ \ / r y ., ' , - q,'-. \ \ ,,/ `' f \ 4_THE TANKS IS 0.04 CFS \ € -/- _ � S-� \ \ � �'` - / \. \ i \ _ .....»_-__ ':a. r' ,.1 1 �R _ / \ •p,,.. 1 �r.._.N..;,,�- u. I .,/ ✓' 1 OF ,;, ,� \`. .1 / \ I. . \ a -lam. t'W _ 'r I r p \ f „ r ;" d ram. " r r 1 \ J A / . v r µ- .„ �,.. ..-.,'t 1�. � y r r i 11 I { r `" � •. _. ,:`-�'�:.�•P�:-3 � \ ,� � ``-_ _--' ". ` ' ,.i ?OSIDN CONTROL MEASURES MAY BE REQUIRED AS DEEMED \ \} , , /M. _ _ r r i 1 I I `f.�, N �,, < :. '; \ l \ t T \ 0 COR INSPECTOR. �'t e \-.. , r f } yl€ F / I i I r{ _ y \ _ _ l / r v. i l / / rah \ ', XISTING IMPROVEMENTS TO BE REMOVED. \ \ '-\y a' I ". \ '� t r I 1 I "'., , �, \ , 't rr / / ..Lvr„ i \` �.\ - ..,.,„, 1 -N"' '` r ✓'' ^a€ t 1 ti _ �_ / 1 ,,✓`, {` \`•e t.\ `•,„...y M il`"'.. 1 tJ r `\.j `w M i - i AS NECESSARY WILL BE UTILIZED. \ r S. \ l I 1,� � / / q I i i ; I \ w \ \ /:,- -; i , 9 L BE BONDED AT ALL DOWN SLOPES. \ \ w' I `,�'' /r 1 , r 7 /, a't \q: / y °\ \ , ::� b ; n \ f ,,.,..° . ti . . TE .' UNOFF NOTE: ' \ y t d a , w , TION STORM WA TER DISCHARGE NOTES SURFA'`CE WA R R \ r' f ', � , I i t / . - `, ! - ,F� r O W R304820 ENSURE TfIAT O RUNOF FROM THE SITE \ , \ r (. \ ' 1 I .., . Y ; \ s I'J ',. �_._ _..„_ _n _ ,. . e \ \,, 5-2 _ _ __,, f r , ITN A 1. MEASURES WILL BE PRO VIDED TO N F \ \ \ . II R F „, t7!?6 cAl1AA /1CTCA1 T1nAl l/d 1 11 T d AII� Rd KF'R Td AIJIC 17l /R/AIC - cu n 1 I cn ' rn An 1 n /'`CnI T DAnDAATJI-C >-1TA-IL.'R n1 /R1AIC /7R d FTI-R rnA1S`TR/ 1!`T/IIAF � . tpi:.:- : �•' \. '.. > > +$4 .7 \ S�J .✓' _. :. / l " � �. I ,, \ r - .- .. S•-, - w / . I. I , -11 -, 11 ,0 '. -,: , . -� -, / . I , 0<1 1� f:k � \ � ,�:.4-�",' / . . � .1 � I V - .-. -, � - '. _:,� 11:_� � 11� 11 . 1� / t4 / I I p����i���!I1:�;;i.;:I',I�1I � 7_N. I . I I -7___.*00 1 . III I II � I I I . 11 CUBIC YARDS POURED OR RECYCLED CONCRETE OVER TfIE LIFE OF THE PROJECT). THE USE OF v " ) \ ZfESC LEGEND II I . II I . ..I.11I 1. I .1I I I. II�I . .II .I.1 x� . . .I I I I� x ` \ �y '. - ENGINEERED. SOILS (SOIL AMENDMENTS INCLUDING BUT NOT LIMITED .TO PORTLAND � ' r' �, / jam\ •�: N.r � '\ >l?t ,., 1tt }\ ,. J . , ,i �,�.- I \ f,,''. - �, _ : 'J!' I' " ' CONSTRUCTION LIMITS, .TO BE FLAGGED OR FENCED CEMENT -TREATED BASE CT8 CEMENT KILN DUST CKD OR FLY ASH ALSO REQUIRES pH L\ 1: J I \ € _ r, r" \r V I I1� :./�. I. .. �. /. /.I . \ I I A p \J . \ t r� .. / I . .. I ,I MONI TORIN.G. `\ \ \ \ \ ,\""\ 1 0 _ /, L`I. , i i / , ,; : / FOR SIGNIFICANT CONCRETE WORK; H SAMPLING WILL START THE FIRST DAY CONCRETE lS % „ r ' ,1 ? s _ i; ,; .. SILT FENCE P \ . POURED AND CONTINUE UNTIL IT lS CURED TYPICALLY THREE 3 WEEKS AFTER THE LAST POUR. \ .. f J'� y OR ENGINEERED SOILS N SAMPLING BEGINS WHEN ENGINEERED SOILS ARE FIRST EXPOSED TO _. �i \ 5 I' F. A }�, a PRECIPITATION AND CONTINUES UN77L THE AREA IS FULLY STABILIZED. ,k ._ o 0 0 o STABILIZED CONSTRUC770N ENTRANCE ,', \.-I' � `'_- ) : � ✓. / . . . �_� , ,-- ---,, i IF THE MEASURED pH IS 8.5 OR GREATER, THE FOLLOWING MEASURES WILL BE TAKEN. \ , \ \ , ti / y\ <i' \ ,__ / •:,: 01: 1. EVENT HIGH pH WATER FROM ENTERING STORM SEWER SYSTEMS OR SURFACE WATER. \ ,_;^," , o �, . / /: \ \. - , \ ' . \ \ \ < t OrNG✓ . tN MULCHING MATTING & COMPOST BL NKETS 2 ADJUST OR NEUTRALIZE THE HIGH H WATER TO THE RANGE OF 6.5 TO 8.5 SU. USl" (. __ IMU A R\/ � " l \/ BON DIOXID CO2 SPARGING LIQUID OR DRY ICE). \ \ \ ,. �I /. III � .. � ,, : o APPROPRIATE TECHNOLOGY SUCH AS CAR E (. ) (Q ) \ \ \ i % t ' ; ' lr' \ / / . .. � R.I . . I -. . . . I . �I I. . .. �. .. .I .1 . .. ..I. . . I.... I ...I. 7L _., M.. B BT INE FROM ECOLOGY PRIOR 0 THE USE OF CHEMICAL y - /. \. t' ./ 3,WRITTEN APPROVAL WILL E 0 A D T „ <__ :r .. PS PERMANENT SEEDING AND PLANTING - t. , ., ` - I . • TREATMENT OTHER THAN CO2 SPARGING OR DRY ICE \ �>i ((Y;' 1 ; ` i'- % - >r l:,,. - - - . . _ a0 s Go -•'��� OC� DUST CONTROL CONS TRUC TI DN SEQUENCE. - A\° ` \ . \\� ;I I. p \ \ \ \ �J I, � 1. PRE -CONSTRUCTION -.MEETING.. ` `°> ". \ -- - k r r . . - \ - .:..... _ ` -� .. - M ND P ONE NUM8ER OF ESC SUPERVISOR MAY BE CONSOLIDATED T - r 2. POST SIGN WITH NA E A H _ / \ W SS STREET SWEEPING . & VACUUMING . - r b / \ ----- , ;, ,� - . . WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN . `C \ _ ,� ) /• ` �_. . \ I \ a:. r\ . f <k �. \ \ ', 1. - S ND P OVIDE REE PROTECTION. 0 3. FLAG OR FENCE. CLEARING LIMIT A R T , :. SC SAWCUTTING AND SURFACING POLLUTION PREVENTION. ,:, \ " ` / '' ... \ IR 0i . m 4 INSTALL CATCH BASIN PROTECTION IF REQUIRED. / ,` t r. : Q J t:.. f / I..I� . . III ./ . . I I � I. I.. /... � .. ... I . ,I," :' INLET PROTECTION 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). . q N O RT H C ° I / .. . ./.� II E IM TER PROTECTION SILT FENCE BRUSH BARRIER ETC.. / I / c 6. INSTALL P R E R ( ) r \ �? i I GRAPHIC SCALE �, INTERCEPTOR 'SWALE WITH ROCK \ S . ... _ w_ ... �_ 7. INSTALL BAKER TANKS, COLLECTION SUMP AND SUMP PUMP. \ ' 0 20 40 80 . I .. CHECK DAM EVERY 50' (SEE DETAIL SHEET CB)' ^ . ;' . o 8. CONSTRUCT UPSTREAM BYPASS STORM LINE. ` ` i�l�.i I 8 Z CONS RUCTION O DS. ' .1 INCH - 40 FT. ,. U' RIPRAP PAD 9. GRADE AND STA 1Ll E T R A r . ,...:..LtGTc,AL r I. I. 10. VAULT 'EXCAVATION AND CONSTRUCTION:. °1 1 ,�'hITLIi ` 392207I I. - ".�1,"-.1�.1I,..1.�1I�.,.:. . ...1,,� .-I,.1 I�,�- .��I . .I . . .� � . ..-.:�.�I�� I �;,,I � , ..�.. . I �I.��- II ,I �., . I .. I . . �.. . I: . I �...� �.�I� � 1... . I .�. .. I I � I� .II I . �I .. I . . ,.� .1� .I. �1II .�.� :�I I .�. .__--_-nL(__--_Q1O:�_=K__Iz_ _3zI. . �� I I . I I I. .I � 11. . .I , -0 0 0 TREE PROTECTON FENCE (TREE TO BE RETAINED) !. \ II . . I.. � I. � .II . 11�1 .. I . . I . 11. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) -�_) I. �-,p. .I . II . . .. .. ...... �I1..1...��:, ..,.1�. pp - � .� - I . ...II-:I.��. .I.. SI UL TANEOUSL Y WITH CLEARING AND GRADING FOR PROJECT. DEVELOPMENT. P P f \ OVE D FOR CONSTRUCTION . ----------------- BAKER TANK PUMP LINE M ,t. A N : .I .I . I � . . �. I. .. .. .I . . -­....� � ...­�­..1� �1­ 1...� .. .. . I..-I� °� ` 1K 12. AINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE '''•,• i M W. ,j : -- . „S SUBJECT TO ERRORS AND OMISSIONS , (4 ._.. ATE /AL AND WATER DESIGN MANUAL AND MANUFACTURERS RECOMMENDATIONS i � O' /A `< co � _ r STOCKPILE, M R \ r x ,, SIGNAL.. I,Q CONSTRUCTION STAGING AREA 13. RELOCATE' EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE Q -r R T _. , ,„ �- S CCORD NCE Wl H / � S L./ UILJ 3 FRAFrlf, SIGNIAL {SIw7 F ° s� 2'' EM 0 ARY CULV RT CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAY IN A A T LU;��NAIRE (N) \ 0 1 T P R E THE CI TY S EROSION AND SEDIMENT CONTROL STANDARDS. BY: DATE: NO AS -BUILT INFORMATION ON THIS SHEET. (,� 14. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY •• �' � i Co SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, I CERTIFY THAT THE INFORMA170N SHOWN HEREON WHICH WAS{ \ W AS -BUILT B Y D.R. STRONG, AND MAY INCLUDE LOCATIONS \. BY: DATE: o PLAS77C SHEETING OR EQUI VALEN 1 , ° , - "- 1 \'1".\ 1I ... \ .I I . I .. . . .I I I C1I 1 . �.� �I I- � . .I I. -�'I .. I .. I . I. I � I I; LO ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, O 15. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. ACCURATELY REFLECTS EXISTING FIELD CONDI77ONS AS DETERMINED o BY: DATE: 16. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.• �. " ' Q) 1 Z UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS 1211012018. \ N REMOVED IF APPROPRIATE "'\ \ BY: DATE: . (.j.� ? �L A. Jp A� F sg Od .I� . I � . 0 �r r SURVEYED: SCALE: DATE;' .: '' 0 I , v# sad e . �.5 VERTICAL: NAVO 1988 r� Q r , . k { ¢ E.�s3E€€IFS xa�w.. «°'; HORIZONTAL: NAD 1983 1991 :. _ 1.2. 1 O.-1 8 "' Q.R. STRONG A�w �r CITY OF AVANA RIDGE PUD . «: is� ' DESIGNED: AJ NO 1 GD : " -- CONSULTING ENGINEERS YP TESC PLAN FIELD89GI<: ' - :. - ,Ii' EE : 5r.a ,,>. ` PAGE:. - - C 1 2 Working Days Before You Dig -t ENGINEERS PLANNERS SURVEYORS DRAWN: I \ I �l I O l V i1 j , . I .� .I�- I ,..�\�, E,, _, � t". I�.� 11 I--�-,�',,\.I . \ �. I� " �. ,�I. . I ' 1 - ',R ".. m,::,:11 +E t :' :. CEN !�• DRAWING N0; _�Z ,E.,a, ONE INCH DA'N - .. . _. hR' • Q 45232 � 1 .I III�.. �. � . I�. .I I I. �I : M V 1� - ' 620 - 7th AVENUE KIRKLAND, WA 98033 E9 ti CHecKED: Ar FULL SCALE Plannln Bulldln PubIIC Works Dept. 10615 SE 172ND ST RENTON WA : C7 : Q I . t:. ` : Util le U der round Location Center �'s I= MA,1 9� 9� . P 1 , . I,..:. 8 n. g t y, A O 425.82T..30fi3 F425 82T,2423. .IF NOT ONE NCH _ _ . L: �V 1 SCALE ACCORDINGLY z GD,MT,ND,OR,WA) A1� N0: REVISION BY DATE APPR APPROVED. w C1 008868 B15008865 B15008867 SHEET. oF.26 J , L_ .. , : .: -:.. DRS PROJECT NO 15088.I�: I. ._ - . _- - - - _ _ __ _.. -. - _ . SW 114 SECTION 29, TOWNSHIP 23 N RANGE ANGE 5 E, W.M. N 2 co 1 2:1 MAX. 8lOPE JOINTS IN FILTER FABRIC SHALL BE SPLICED ROCK MUST COMPLETELY COVER THE O �{. BOTTOM AND SIDES OF THE DITCH n AT POSTS. USE STAPLES, WIRE RINGS, OR V � -I I EQUVALENT 70 ATTACH FABRIC 70 POSITS. 2'W 6Y 14 Ga. WIRE OR 1 YYYttt :DRIVEWAYS SHALL BE PAVED TO THE EDGE I EQUIVALENT, IF STANDARD i�� //\\ Opp OF R-0.W PRIOR TO INSTALLATION OF THE LEVEL BOTTOM �-) 11- - WMIN, �/a ZoG4 CONSTRUCTIONENTRANCETOAVOID 1'MIN. �\ G.15 - I- - STRENGTH FABRIC USED W [ jQ� DAMAGING OF THE ROADWAY -_ I I (�T�' ' 1T 16 RECOMMENDED THAT THE 24'MIN.--IIImo-- .T_ FILTERFA6WC-► .: R = 25' MIN. ENTRANCE BE CROWNED 90 THAT - Tj'j-TT7 I co N RUNOFF DRAINS OFF THE PAD -J 1 I I I J- ��� �$ I 0 �i2 7 MIN. I ! I 00. 2:1 SLOPES W �y"� - SWALE SPACING DEPENDS ON SLOPE GRADIENT - O -- _ C) - INSTALL DRIVEWAY CULVERT IF7NT, AS E - 8' MAX MINIMUM 4'x4' TRENCH k T W � 19 A ROADSIDE DITCH PRESENT, AS - _ - ' R I - - PER CITY ROAD STANDARDS NOTES 1 I // V IL -II / BACKFILL TRENCH WITH ' - - _ 1. CONDITION OF USE POST SPACING MAY BE INCREASED NATIVE SOIL 2"-4" ROCK 4'-tl' QUARRY BPALL9 Q - L -THE DISTANCE SUCH THAT POINTS ' 1.1. REQUIRED AT: - - - TO V IF WIRE BACKING I8 USED _ - A AND B ARE OF EQUAL ELEVATION -� A B 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. L GEOTEXTILE 1,1.2, AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW.. I ►=1 I I ,III =f l?-`rrr__ �; 12'MIN. THICKNESS N - -� '�..JtT . - III _III-1 - NOTES I NGRESSIEGRESS AREA - III-III-1 1. CONDITION OF USE AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20HAV 3-5% 300FEET 10T020 H;2V 5-100A 200FEET 4T010 H:1V 1026% 100FEET 2 TO 4 H:1V 25-WA 50 FEET OR SPACED INTERCEPTOR SWALES MAY BE USED. -THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TOUCTED EFFECTIVELY CLOSER NOTIMS INTERCEPT THE GH VELOCITY RUNOFF TO A,5EDIMENT POND OR TRAP, 2.2. CONSTRUCTION TRAFFICOVEROVER TEMPORARY $WALES HALL BE MINIMIZED. I. CONDITION OF USE 3. MAINTENANCE STANDARDS I.I. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. 2. DESIGN AND INSTALLATION SPECIFICATIONS ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND, 3.1, DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 1. CONDITION OF USE; 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF , THE: CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL INCREASED. T $ '1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPACES IN ARE$ THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS, THE INSPECTOR MAY 2.1. THE OEOTEXTILE U 1.2, TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO ANON -EROSIVE DISCHARGE POINT. AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ON USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFIC AVAILABLE ON SITE. SPECIFICATIONS MOST BE PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT, TO so•1ooslEvesaE oso-ass FoasarFlLM 2. MAINTENANCE STANDARDS 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. A DSAsrMDars11 3G0 SIEVE SIZE 0.30.0.1SM FOR OTHER FA9a1C5 _ O 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY RPEaMrrnvm AsrM o4sL B,@sEc^-1 MINIMUM ' 2,1, ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED 30 THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. Q TENSILESIRENCKF(AsrMU46:12} 180 �• MIN. FOR EXTRA MENGH FABRIC i DESIGN CAPACITY. 100LB5.MIN.FOBSTANDARDSiRFNGMFABRIC O 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION 3. MAINTENANCE STANDARDS TENSILE ELONGATION AS7M D9532 10030 MAX. I HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. VIOLATE RESISTANCE ASTM lM3 70%MIN. 1 /'1- 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. L � 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE 2.2. STANDARD STRENGTH FABRIC REQUIRES T STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE; Q 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 2.4. IF ATYPICAL SILT FENCE IS USED THE STANDARD 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY S4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE WEEPING. THE SEDIMENT COLLECTED BY IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES HOTALLOW WATER TO BYPASS OR UNDERMINE THE SILT SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, FENCE. EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND 3. MAINTENANCE STANDARDS DISCHARGED APPROPRIATELY, 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND, INSTALLED TO CONTROL TRAFFIC. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL 81DE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS; REPLACE THE FENCE OR REMOVED THE TRAP AND SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 61NCHES HIGH. 3.6. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED, O STD. O PUBLIC WORKS CHECK D PLAN 217.40 t DAMS + + SPACING AND STD. PLAN - 216.10 •` DEPARTMENT + + PUBLIC WORKS STABILIZED p � CROSS SECTIONS �•, g�j STD. PLAN - 217.10 CONSTRUCTION ENTRANCE + e; + PUBLIC WORKS INTERCEPTOR SWAhE PUBLIC .WORKS SILT STD, PLAN - 214.00 MARCH 2O08 .p� DEPARTMENT O DEPARTMENT + + FENCE T MARCH 2O08 ` MARCH 2O08 DEPARTMENT MARCH 2O06 r0MAAX EROSION CONTROL NOTES & SPECIFICATIONS TREE PROTECTION MEASURES DRAINAGE GRATEM _ - 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS a. CONSTRUCTION STORAGE PROHIBITED: THE APPLEC NT M EQUIPMENT INSTALL A AY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS GRATE FRAME ALL IMPERVIOUS SURFACES, COMPACT THE EARTH INANYWAY l SUPPLIES OR FLUIDS, OPERATE ANY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, APRE-CONSTRUCTION MEETING MUST BE HELD WITH THE RETAINED. a v CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. b. FENCED PROTECT/ON AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT 6' sEpIMENTANDDEBRIs RETAINED TREES OR ALONG OHIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE D NG THE PERIMETER OF A STAND OF RETAINED RIP LINES OF ALL a I � E TREES. PLACARDS SHALL BE PLACED OVERFLOW BYPASS J. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PL ON FENCING EVERY FIFTY FEET 50 AN(S) PROTECTED TREES OR ON EACH SIDE OF THE FENCING IF LESS THAN F ( )INDICATING THE WORDS, NO TRESPASSING - FIFTY FEET (50). SITE ACCESS TO IND/V/DUALLY PROTECTED I, SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH INDIVIDUAL TED TREES OR GROUPS OF TREES TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION THE AP SHALL BE FENCED AND SIGNED. APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION APPLICANT SHALL PROVIDE SUPERVISION WHENEVER E U Q IPMENI- OR TRUCKS ARE MOVING NEAR TREES. PERIOD, NO DISTURBANCE BEY0�I0 THE CLEARING LlMlTS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY II P BeLowNiErcRATeoEVICE THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJ DINING TO A TREE TO BE RETA FILTEREDINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREES DRIP LINE, WATER 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED OR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH ASCONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE d. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICAN REQUIRED TO T M ENSURE THAT ALL. PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR BE RETAINED. AY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO I FOR THE DURATION OF THE PROJECT. e. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES. THE GRADE LEVEL AROUND Y TREE ° 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO FOLLOWING ARE S: AN TO BE RETAINED MAY NOT BE LOWERED WITHIN LAND A (l) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR ll AN AREA AROUND THE GREATER OF THE • ° O ND THE TREE EQUAL TO ONE AND ONE- CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND OF TREE CALIPER. THE REVIEWING OFFICIAL HALF FEET 1-1 2 /N DIAMETER FOR MAY REQUIRE A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE SPECIES S ( �) EACH ONE 'INCH a ; o ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL OIL, OR OTHER CONDITIONS. p SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE f. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED Q IRED FENCING.SHALL BE COHERE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION SEDIMENTATION CO D COMPLETELY AND EVEN NTROL SYSTEMS SHALL BE THE INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS EVENLY WITH A MINIMUM OF THREE INCHES (GR OF BARK MULCH PRIOR TD RESPONSIBILITY OF THE PERMITEE. MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. SECTION VIEW . `} 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED g• MONITORING REQUIRED DURING CONSTRUCTION.- THE PPLI A CANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL T CT THIS DRAWING A INTENDED TO BE MINIMUM AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO TO PRUNE BRANCHES AND ROOTS, FERTILIZE, REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS A CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL BE RETAINED. N CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE DRAINAGE SHOWN NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTIQN, IT -RECTANGULAR ORATE BROWN -- RETRIEVAL SYSTEM (TYP.) SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED I BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO �, y+ PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. ` iF .,• ..: 7. APPROVAL OF THIS PLAN IS FOR EROSION SEDI u � r S / MENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF o Y `KJ .�.,"� TORN DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR AS -BUILT THE WET SEASON (OCTOBER Isr TROUGH MARCH 3Orx) OR SEVEN DAYS DURING THE DRY SEASON (APRIL Is TWO DAYS DURING IsTOUGH SEPTEMBER NO AS -BOIL T INFORMA 77ON ON THIS SHEET M 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING," �I ETC.). I CERTIFY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS o BELOW INLET GRATE DllllcE AS-BUIL T B Y D. R. STRONG, AND MA Y INCLUDE LOCH TIONS OVERFLOW BYPASS Mpj 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLYELEVATIONS - ' DEPTHS, PIPE SIZES, AND AS BUILT COMMENTS, TO ALL CONSTRUCTION ADJUSTMENT T CLEARING ACCURA7FLY REFLECTS EXISTING m BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT FIELD COND1770NS AS DETERMINED q PROCESS. BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DAM. 12 10 0 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. / 12018. aCi ISOMETRIC VIEW // ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITfIIN SEVEN 7 DAYS NO TES: 0 NOTes O 1. 6-FT, HIGH TEMPORARY CHAIN LINK FENCE SHALL BE . THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONPLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE TH OR WIT � � 1. Size the Below Inlet Grata Device (81G0) for the storm water structure It will service, 12HIN 24 SHALL COMPLETEL Y ENCIRCLE THE TREE(S). INSTALL FENCE HOURS FOLLOWING A STORM EVENT. POSTS USING PIER BLOCKS ON LY Y. AVOID DRIVING POSTS OR 2. The BIGD shall have a built -In high -flow, relief system (overflow bypass). 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED STAKES l TO ACCUMULATE WITHIN A CATCH BASIN ALL INTO MAJOR ROOTS 2. FOR ROOTS OVER I -IN DIA. THAT R-392208 -o CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH AT ARE DAMAGED DURING SEDIMENT -LADEN WATER INTO THE DOWNSTREAh! SYSTEM. CONSTRUCT/ON, MAKE A CLEAN, STRAIGHT CU 6' MIN. T TO REMOVE 3. The retrieval system moat allow removal of the BIGD without spilling the collected material. THE DAMAGED POR770N. ALL EXPOSED ROOTS SHALL BE < APPROVED F N 14. DURING THE TIME PERIOD OF OCTOBER Isr THROUGH MARCH 30rtr, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT N '3 `� ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. DRYING, AND SHALL BE COVERED WITH SOIL AS SOON As SUBJECT TO ERRORS AND OMISSIONS rn POSSIBLE, 4. Perform maintenance In accordance with Standard Speciflcatlon 8-01.3(16). 0 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE J. WORK WITHIN PROTECTION FENCE SHALL B NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS MANUALLY. NO STOCKPILING OF MATERIALSE DONE , VEHICULAR ` TO FUNCTION ULTIMATELY AS AN INFlLIRA TlON SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE TRAFFIC O BOTTOM AND SIDES ARE AT LEAST ThIREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. OR STORAGE OF EQUIPMENT OR MACHINERY BY: SHALL DATE; STD PLAN - 216.30 BE ALLOWED WITHIN THE LIMIT OF THE FENCING. ! 1 p G + PUBLIC WORKS CATCH BASIN FILTER 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT, 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY v Ln DEPARTMENT ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER FY WHICH BY: DATE: W RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE ' T MARCH 2Op8 BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. TREE PROTECTION DETAIL ORIPLINE O AIL BY. DATE: N, fg NTS A. JO A F wasUdr BY:DATE: STRONG _ - W D.R. RO V ' 1,J I � - _ SURVEYED: SCALE: SJS VERTICAL: NAVD 1988 a ' • HORIZONTAL: MAD 1963/1991 DATE: �. - Call Works Da 8 Before You DI E �� CONSUL ►� v g �� � E,1� _ �� I � � � , ��; TING ENGINEERS DESIGNED:: As NOTED ��� CITY O� AVANA R1DGEPUD 12.10.18� � � � ,�� . �,�� �4I..�� � �: '����� � ', � ENGINEERS PLANNERS SURVEYORS YLP 811 45232 T...� 3„DRAWN: TESC NOTES AND DETAILS FIELDBDDK: r' Utllttl UndergroundgrUndergroundLocation Center �'p 1S 1'ER_ 620 - 7th AVENUE K/RKLAND, WA 98033 CEN RENTON ONE IrICH PACE: CHECKED: DATUM � � - .827.3063 F425.827.2423 l AT FULL SCALE I DRAWING N0: Z {ID,MT,ND,OR,WA) I�>� � I jq 0425MAJ Planning/Building/Public c No. REVISION IF NOT ONE .NCH works Dept. 10615 SE 172ND ST BENIGN WA p . BY DATE APPR APPROVED: SCALE ACCORDINGLY - 1 ) CB... .< C15008868 B15008865 B15008867 OF: SHEET: 8 26 DRS PROJECT NO. 15088 2'%4' WOOD POSTS, 8rEEL FENCE - POSTS, RESAR, OR EQUIVALENT ''-III _- I.I. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON A. DESIGN AND INSTALLATION SPECIFICATIONS PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 2A. FOR SLOPES STEEPER THAN 2H:1 V WITH MORE THAN 10 FEET OF VERTICAL RELIEF BEN - NOTES GRAB TENSILE STREBNGTH ASMID4751 200PSI MIN, GRAB TENSILE ELONGATION ASTMD4632 3VAMAX. MULLENBURSTSTRENGTH ASTMD3786-80A 400PSI MIN. A05 ASTMD4751 2045 U.S. STANDARDSIEVESIZE c\1 C\j cy) 0 Q LLJ Lli 0 z Q) tall Lr) Q) tt) SW .114 SE�C'TION. 29) TOWNSHIP 2J N RANGE 5 E, W. M. A VA NA 00 0087,000280 0087000282 0087000281 87000285 0087000211 60 00 0087000214 FULL S77?EET WD TH TRAJV,�;MHMER(W) REPLACE (RESURFACE) 0 EXIS71NG ASPHALT PATH GRIND AND 0 VERLA Y cl (SEE SHEET C15 FOR ..... LO ROAD WORK SCHEDULE) 35 PWT g,11111inim Wig . . ........ 10 TH �t2d' EX. R D TH NEW C '�G_Q! TTER, AND SIDEWALK 39+00 m 01CA 71ON all"i `2M'gg ml 1 ge P 12 ­3 goa- -A 40 3.08 mmm 3Mk wi­ f7, r 7 'N� .177EEM­ 'N' 4 4615.4 iz "A WALL 407 81' 99' 391.67' 40 '76'" 4(1 6' ASPHALT", .3.95.J2' L 406.75' 394,34' 91� '96' 390.61' '7- - --- Z3919. 6 4.8 -------------- \_1 I I— i�­ % KL�J 4 9;2 19' 1 4.7 94$ IN 4. 11 % 6, . k. ;T8.50 J 88.�l 99. 4Q' 40-5. 388. 50 B5BL 3.8 4.5' CLEAR 4.0 ZONE 20' BS6L 2923059176 MEN JOB. 50' 7�_ 4195 74 406.20 ;z;z' 383,7 . . ....... V 4.2 5 EASTiB0)`L-dNG V .86 J95.J6' J �0 Wj',ST SUILDWG,,,�� I 11 J91.24' 494.99' 40 20' r,'l 4 -494 96" K:-� i? 2.1 J_ - 5.4 3 9 5. J 0 1.5 LO I'd 499. go' SM)Pki VA. J89.91, 3721vj 37XI51iD 463,46' 402-94-' 369.15 0.3 KL�:/ f6i 402.J5' 4.8 '393 m PLAN7ER; 4.1 2.J 9 401.16' S lit 5j g Rfiv 352,95 !E IS' i E 546A' IE -.16, cow sw - '545.7, 51 r0li NE-346. I' WN Mm g, p�,i �,g g v SAW R 354� 72, IM- 3 ye c0lvc S j4z J79.41",�� "M x v Al, Jffd 27' 370.25 1v w.. �;zo � '6 1, - 398 x 00 4�7 -m 0 �,k0, '17 - - 2.5 Qti 400.08' 7 4 Z39119.195 39z WilICRETE BOX OULVERr 361, 72*, 565.63't50,�' 0 �J� 77 19', 7. aj�- _9 GRA rE EIE11=062. 8' /3 0�,;O -mael Xk ol� v fit jv -V 6v 1 94,43' -Ax 94. 'j A-:0 DOTJ�PE�4 ;g6L 0, R IT T tV' G.,,:)NC 5-F- 557. ZjO. 96' Z.-le X 12" COPIC 5C-J,92,2' ir 12, CaNc N=392.1' LEA zwe E"ID CUL IIERT NOT "�k't U3, U - ­- " * 494. ­,� 'J. N ovihl) (4)uRIRD UP-00ER O.Ervqls� 9� 6', '2' C _',1A1DEW,4k IONS X' S1 TE VOL UME CA L CULA T L2 ik' 01VO hz� �f, ff 12' CONC MV­392.4' CUT VOLUME FILL VOLUME NET VOL UME t �2 45 JW OF THRU GR4 rE 0 (CU. YDS.) (CU. YDS.) (CU. YDS.) 1 0 ELEOw.39702' 388.20 8,731 4,043 4, 088 EXPORT A) 9 ALL VOLUMES ARE APPROXIMATE AND ARE PROVIDED'FOR PERA41TTING 0. W. % 1,10N _38 C50 PURPOSES AND REPRESENT FINISH GRADE TO EXISTING GRADE AS SHOWN. 7� Z", 0 R. 4�ZEX CONTRACTOR SHALL RELY ON HISIHER OWN ESTIMATES FOR DETERA41NING ;0. Ilk > WD 7H 3RR 40 RUCTURAL EXCAVATIOk VAUL T THE VOLUMES DO NOT INCLUDE STRIPPING, ST ACTUAL EARTHWORK QUANTITIES. AR v EXCAVATION,,'EXPANSIONICOMPACTIO,N FACTOR OR ANY SOIL TYPE RESTRIC77ONS. ip 4) S1 1) v Y THIN CITY LIMITS, PAVEMENT RESTORATION SHALL BE PER C.O.R. STREET LEGEND: TORATION AND STREET OVERLAY STANDARDS ANDIOR AS FIELD SPECIFIED BY N 384.55 _v 1"9 1. 68' LF STREET GRIND AND 0 VER�AY WILL BE REQUIRED A S THE MINIMUM CITY INSPECTOR. RA VEMEN T RES TORA T1 ON N 0 TES LOCK AND LOAD W ALL �Z, TORA 770N. STONE TERRA WALL N� KEYSTONE WALL 6.86 _1FH iNACK OF SIDEWALK SLOPE NO CID= ROCKER Y X. 12' 001v 3�0* 7OUND SLOPE BEHIND SIDEWALK SHALL NOT EXCEED 4:1 FOR A DISTANCE OF GRAPHIC SCALE IREE Y BE INCREA SED TO. A 80 0 20 40 AXIMUM OF 2: 1. Ij 5 65 496L. 919' (3) FEE T AFTER 7HREE (J) FEET, SLOPE MA 1 INCH 40 FT. 81:9 UILDING PERMIT NOTES: R-392.209 INDEPENDENT REVIEW IS REQUIRED FOR ALL WALLS WITHIN RIGHT-OF-WAY 411 c\j APPROVED FOR CONSTRUCT*ION, VAULT AND RETAINING WALL TO BE APPROVED UNDER SEPARATE PERMIT SWIM c\1 CARNEY SUBJECT TO ERRORS AND OMISSIONS (7) mw AS BUIL AFETY RAILINGS X JE 4 <20 cy) AINING WALL T HE BOTTOM OF A ROCK WALL, "i CER77FY MAT TLIE INFORMATION SHOWN HEREON WHICH WAS 4* FETY RAILINGS SHALL BE REQUIRED WHEN T OR SLOPE IS JO INCHES OR A40RE BELOW THE FINIS14ED -BUILT BY D.R. S7RONG, AND AM Y INCLUDE LOCA 77ONS, CRO,5,51MALK ..ELEVA77ONS, DEMNS, PIPE SIZES, AND AS -BUILT COMMENTS, BY: DATE. LEVATION OF A SIDEWALK OR OTHER PEDESTRIAN FACILITY AS I& SVIAL C) :ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DE7ERMINED 'MAFFIC SICNAL (�W.) -j- WMIA'A 0 Y ME OR UNDER A.4 Y DIREC T SUPER VISION ON 7HIS DA M IRE OIL, BY: DATE: 121101201& BY: DATEi Al BY: DATE. A A. A SURVEYED: SCALE: DATEG Vi NAVD 198a 0 sis HORIZONTAL: NAD 1983/1991 D.R. STRONG 1i AS NOTED AVANA RIDGE PUD 12.1018 ED 7 C1 TY OF CONSUL TING ENGINEERS YLP FIELDBO, C 2 Working Days Before You Dig , U;*R GRADING PLAN ENGINEERS PLANNERS SURVEYORS DRAWN: PAGE: RENTON I CEN 811 ONE INCH DRAWING NO: 626 - 7th A VENUE KIRKLAND, WA 98033 m Z. Wil, n 3) CHECKED: 0 425.827.3063 F 425 827.2423 CALE P I a n h i n g/ B u i I d i in g/ P y b I i c Works Dept. 10615 SE 172ND ST, RENTON, WA C9 Ira U derground Location Center UNA' (ID,Wr,ND,OR,WA) AA I . . IF NOT ONE INCH NO. APPROVED: SCALE ACCORDINGLY --------- REVOON BY DATE APPR : , _: > 10 C15008868 B15008865 B15008867 rEFT., OF 9 . 26 DRS PROJECT NO. 15088 0 SW 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W. M.A VA NA RIDGE - 4 r!. _ rJ 40+00 40 I , y3.0 <m s� f ✓ EL.� 404.$7 EL. 404, 75 g, SE m EL. 404.67 - 172NDSTREET jf1 TC 404.�9 / a� I ' BC 404.09 f • . Jy co 0 (0 t. .,.--p; fir'^ "„- '� /• j 9`' 7f/ f ! t •A ! �• 000 f 7 ( �k W 99 00 MA TCH EX CURB I <:� STA. 25+67.77 - // AND GUTTER i. .. TC 409, 9O ✓ I r 0 •' ..... LLJ BC 403.61 SE 172ND STREET <} �; �- � >N STA. 26+9&49 . � / ... r <, k Q �/ �x $� ; w, CENTER OF ADA RAMP •: -,... r r ,, EL. 04.55 < MATCH EX. BACK I Ur EL. 4J3.75 1 ►''u;cn�''� 01 I . ` d r' TC 404.10 r `< OF SIDEWALK ,39- : - L '404. 66 TC 405:$5 ' t �2 b. / s� r \ EL. 406.19 © _ w, Q 9 g 1 EL. 409.83 o a o EL 409.85 -�- - BC ,403.60d . , / Ll BC 405.35 t 1 ` 1 5 °° o I� , , f - 1` �" EL. 405.14 _.,.... _ 1' o r•! t STA.. 25 f 26.67 r d ----,► _ _ 6 0.39 O9 - -9 (. 403.4 CENTER OF ADA RAMP A d h__ 6 1 i v d -' Q EL-, 19 6.09 7. ° < /zfj a co 32. 5 d , 99 < ; l STA EL. 409.93 ! I d i l EL. 405:01 000 7I- Q , - - - i o°oo , . w EL. 403.83 _. _ _ _ 409EL co � J _ � � s ` EL 05 � ST '�--6 � 1 Q � _.. �. •..�i " � _ < s_ I ; • I EL. 402: 03 a . I 1 ° 4 .23 • Id , I Q ,q EL. 404.74 � ,;.... EL. 405.93 A• 26�- ; � ' d ' i TIE INTO EX > ei .- 85 38 ' I < O ; i r - ,.✓ w e �. _,- I EL. 402.78 MATCH EX. CURB DRIVEWAY z 1 w I l } O ' AND GUTTER o EL. 405.10 Q --' EL. 403.80 TIE INTO EX - 1 I o CR-1 DRIVEWAY a `,l w TC 405.39 �. 404.19 BC 404.89 EL. 404.85 f.,r aI. } TC 410.2 TC 402.65 O` x� `< L. t ' • J BC 409. 2 BC 402.15 d \ $ h x , I t 7 ♦ d00 l l i. ♦ MATCH EX. BACK OF SIDEWALK 4 it t > t d' 1 M 409.17 I. ,t L: 4,00.43 �PARCEL 292305=- 9176 DRI VEWA Y DETAIL m ADA RAMP � , AM AND CURB RETURN DETAILS 1 ;td=• t°, �� _w._✓ O ff' • `h.;'°•� ti,.°� ` � ` ` �`?.� � _ _ . °w ..... _ _ _ EL. 382.51 f' • d' `" d l t , � _ � \ '9L'' ` �Z > ii" EL. 00.3110. err e 4 t < EL. 381.07 EL. 380. 70 r' y 't 7 �px EL, 360.64 _ .5 O EL. 382.3 000 S -9� R EL_ 380.95 '>j TC 400.1 : I �..._. 4 :0 1 BC 399. 6j f d, STA. 24+45.19 °\ d.�'c CENTER OF ADA RAMP / TC 399.89 , BC 399.39 � W S / •/1 � „`�,•,,`�-..,,..,...... O c.ri ... cow �. ;.:.•; I ; EL. 400.05 \M e i qi �i i w _ 0000°o PEDESTR/A r •-",,, t J- •• r o0o t � MATCH EX. CURB n ti. ' i h,., t-�.,:;•,.,,,. o 0 000 ° o :..-. _ �` c $g° s� "a AND GUTTER t .. °o°°°o°°° PUSHBUTTON P „ o000000vo / TC 402.06 EL: 380.89 _ w _•__1 v_ w _ 5• PER :SIGNAL r. PEDESTRIAN ,, � . BC 401.56 � � .,;�,., ! 5.29 L. 380.87 MODIFICATION I F PUSHBUTT�,N,,, PLAN .TSI} PER SIGNAL 511 5 38 57 , 1 r /, > MOD/FICATION . ✓ :, r;1 /. � �.:.R-.. EL. '400.29 �t y., r r P AN TSi FL. 379 84 `': EL 8 °.58 ,r Ir f r a k.i, :. 1 Q= / STA. ' S . ;,; . �. d � `�, •,, k, FL .380.14 CENTER OF ADA RAMP MATCH EX. BACK w w r \ q _ Ac EXI ST NG RAMP r� x �• . x I 1 m,. < \ <" t EL:, 399.96 o OF SIDEWALK ! O E RE O ED a... w o0 M V r,. R= \ I. , ♦ o° o00 EL. 402.14 . { AND R PLACED WITH ,'=k l \ �,. I / t MA TCH EX. CURB goo o ` CURB, GUTTER AND SIDEWALK,.ANDo so /; ' \\` TC 400.03 jv <I \ II / BC 399.53 Q�q 0 EL. 400.38 I 1 N. EL 400.04 ID)�_,� 0 x, MATCH EX. BACK o % I , ��' K� !q a / OF SIDEWALK / EL. 400.10 1 f / \ Pr TC 384.03 BC 383.53 ` EL. 384.10 BENSO .,: l , N ROAD AND 1O8TH A VE:.SE ADA RAMP DETAILS S 9 o Al i a �Q O ♦i� , N'N TC 384.13 .:. i - ate ' BC 383.63 ° g8 "\ TC 384.17 I f€oo0 4e . EL. 383.55 °j ; o o rn 7 \ � gg BC 383 6 9x0 o h o o p I I `\ `�,�•.: � ��� ` ,`,€I :. �. � � EL: 383, 58 � -1.5 . ' .... 91 •• m d •t.": ter,.. 1 N �It� „/ ,'i EXISTING STING RAMP \ O ; a, x , �' _. TO BE REUSED '1/,....t O F:Z H \ TC 384:28 / BC 383.78 , 1. GRAPHIC SCALE N n� 0 5 10 20 ti EL. 384.35 PEDESTRIAN 1 INCH = 10 FT. R 39.221-0 j \� PUSHBUTTON \ w.. PER SIGNAL h AS -BUILT MDDIFicarioN APPROVED FOR CONSTRUCTION PLAN T51 SUBJECT TO ERRORS AND OMISSIONS U NO AS-BUILT)INFORMA770N ON THIS SHEET. -. , CERTIFY THAT THE /NFORMA770N SHOWN HEREON WHICH WAS W AS . BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, ELEVA77ONS, DEPTHS, AND AS -BUILT COMMENTS I a � PIPE SIZES, , EXISTING RAMP f ACCURATELY REFLECTS EXISTING FIELD COND17IONS AS DE I BY: - DATE. O TO BE REMOVED 1RM NED ti BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.• 00 \ AND REPLACED W/ TH co CURB GUTTER, AND SIDEWALK 12�10�2018. BY: DATE: CL ' IENSON DRI VE/BENSON ROAD ADA RAMP DETAILS BY: W DATE:. o, N By. r ER A. Jp , k WAS U� ATV - . 1 Ci�l ! CiOMMENTS DATED 12.09.18 YLP 01.31.17 MAJ SURVEYED: SCALE: SJS VERTICAL: NAVD 1988 DATE: - U HORIZONTAL: NAD 1983 1991 �� 2 Ct1Y COMMENTS DATED 03.03.17 / 10.27.16 Q . YLP 03.22.17 MAJ DESIGNED: AS NOTED A VA N A RIDGE P U D E F .. G CITY OF l i _ .. .. 3 FINAL PLANS YLP Z Call Working Days B@10r@ YOU DI FIELDBOOK:. J •i � • r YLP 04.06.17 MAJ - CONSUL TING ENGINEERS>ru - IF DRAWN. GRADING DETAILS PAGE: RENTON 4 PARKING LOT REVISIONS _ :: YLP 05501.18 MAN Q . 811 I � o�: _� . fi CEN e .. 4 sz � E , < ,� ENGINEERS PLANNERS SURVEYORS <> oNE wcH DRAWING N0: _ ,.. �D ti ' ��� ..�I:j3S R YDRS QATUM w U#Illtl Underground Location Center ,. _.<.. _, 5 ADA RAMP REVISIONS YL:P 02.21.19 MAJ CHECKED: .g �S P a ' AT FULL SCALE S Plannln Bulldln Publl r �fe3 3� MAJ g/ _ g/ �_ Works Dept. - 1 Q615 SE 172N D ST z (ID,MT,ND,OR,WA) N 620 7THAVENUE KIRKLAND WA 98033 RENTON WA _ c10 IF NOT ONE INCH ! 1 Q w • .,.,:..,,,.,�..,.;.„ / SCALE ACCORDINGLY N0. REVISION BY DATE APPR APPROVED: 0 425.82T.3063 F 425.827.2423 MA,1 C ' sHEEr. oF. 15008868 B15O08865 B15OO8867 10 26 ; DRS PROJECT NO. 15088 II S W 114 SEC TION 29, ' TO WNSHIP 23 N, RANGE 5 E, W. M. AV ANA GE­ -6ASPIIAqT„ „rJ W PATH ...w p STA, 30+95, 46, 33.50 R (CENTER OF RADII) L ,A,,PH 4 6 " AL T ;p Q \ PAT, . A S ; �1 4 .1 3, ti ,i , ..11+67.43, 42:71 .L .STA ' �:. , EL. J52.45 STA. 36 170. �9, j.,30 L :...;? STA. 37+79.81 3, 52 L / EL: 39 .92 _._ . . `° \, �-�. STA 11=I,\83 54 4 .52 L t '""" • 5 wK..... EL. 400.41 \ \ . \ Oho r r_. _ SE 72ND STR'EE : 3 MATCH EX. CURB .__ __ ..._ MATCH EX. CURB \ ;J EL 351 - _ - G \ STA. ,11 h88;32 40 65 :wL _GUTTER• AND CiSiDEWALI , GUTTER AND SIDEWALK. a r \ EL. 351.51 i _...._ ( i r ST 1.1 +80, 91 36.13 L , of .,\ STA. 36+70.88 3.98 R C \ EL. 351.20 \ g 8+ � G 4 w EL: 396.41 ..�,.:... -- f4 ,. _ CONNECT \ � ', M .. _ - -( o, • A7CH EX` BACK D _. TO EXISTING ,. F .. . AQ� d STA. 11+7,4.55, 29.59' L �. 5 SIDEWALK d E . J50.76\ , 4 CON --1- , r irn , , ...__ .. _::.n MATCH E X' ACK OF \ �. ITO EX/S•TI G I r1� hQ 2 01 � r N _ 1 i W £WALK • :.37d-7r5$ � :'' 7 R \ TRANr1T EL: 401. Q 1 \ _.....�,�. °`MA TGH' "EX. BALK==OI= °,.• ....• "`, ` 0• ,� ' ; •Q, \ �.r.,,, ._,� '` ;.:;I i0 5' S/DEWLK , `� TO EXISTING ✓ c� `�J b { 6 SIQ WALK SIDEWALK 5' SIDEWAL C \ 8• SIDE . �lep \ ` p � ' ��\ � I'X, v S , 11+74.56,-•24.5g C \ a ,\ E -172ND DRI I/E SIDEWALK TRANSITION DETAILS :: EL. 350.76 \; 4\ MATCH EX. CURB I - GUTTER AND SIDEWALK STA. 11+80.85, . 24>0 L \� `\ d EL 351�..01 �`�\,. STA \11 + 74, 3�: ZO` L :. ✓ EL. 351 48 JI \ BENSON .DRIVE NORTH 'SIDEWALK TRANSITION DETAIL z � 4 '\ \ i . 1 • \i STA. 14+35.3, 36, `L o f ` EL 361 N I . � "i. � ': `\ ` .\� \.m. „' . ii ` 1. �\ iy \ \,,,\ `.\" •`. \ �'" ��a� - - ry\ l STA. 18+46.46, 46 69 L �� ;STA. 14+49:77r 33.19 .L �M\.: � ti � � 8 so WALK E(L 361,82 `��w STA. 18t�3,:31, 35.45� EL. 379r13 h, MATCH EX. BACK` ",OF,. \ SIDEWALK \ ` MATCH EEC BACK OF R 1L�EWALK I `, STA . 14+43.53 28.09' L `. ODl£°a CONNECT a , \ CON C 0� ,7:6� ! d w \ J TO EXISTING h. N£ T ha " a \ TO EX1STlNG s.. 1 '✓`�o £L. 361:57 o 5,' SIDE•WALIC b 1 l \,h< 5' SIDEWALK 8' S, WALK. STA. 1'4,f 49. 85, 28.19' L `\ \,\ STA�,18+34.30, 30. 52' L EL. 378.03 , EL. 361.82 �\ `•, Rh w d ` MATCH E.X. CURB A MA TC a> • X. CURB, \ m� GUTTER ANDEX. �`\4 GUTTER AND SIDEWALK s o� A t 01 T I� s 'i, Q �QR STA: / at 40. 75; 00.01 EL. 378.30 ,. ''` 4A" h' �\� ":,.,_x. f GRAPHIC SCALE (�J STA. 18f49.92 39.L „ , r 00 „ 0 5 10 20 '' , ._•\ ooa 1 INCH 10 FT. `h E R 3 9 2' , A BUIL T APPROVED FOR CONSTRUCTION f-- fi d .. NO AS-BUIL T INFORMA 77ON ON THIS SHEET. "I CERTIFY 77IAT THE INFORMATION SHOWN HEREON WHICH WAS SUBJECT TO ERRORS AND OMISSIONS U \ i w AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCAnONS, L1J ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, 3 \ r ACCURATELY REFLECTS EXIS77NG FIELD CONDIT70NS AS DETERMINED BY: DATE: Q ' BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 1211012018. " ° BY: DATE: j 0 DATE W ENSON. DRl.VE SIDEWALK TRANSITION DETAILS - BY: C� BY: DATE: cl� : 4 of WASFjj d DATE: 1 CITY COMMENTS DATED 12.09.18 YLP 01.31.17 MAJ SURVEYED: SCALE: D R p VERTICAL: NAVD 1988 q q Q `�`S HORIZONTAL: NAD 1883/1991 q 10.27. 16 . 2 CITY COMMENTS DATED 03.03.17 : YIP 03.22.17 MA,1 oESICNED: AS NOTED �• ,: C I T Y O F A VA N A RIDGE P U D D.R. STRONG YLP z s Y g =y �u TRANSITION DETAILS PAGEeooK: Call Working Days Before You Di ,_ � 3 FINAL PLANS YLP. 04.06.17 MA�J .Q {� Ii CONSUL TING ENGINEERS DRAWN: _ R E N T O N "! 4 PARKING LOT REVISIONS YLP 05.01-18 MAJ . s�; .. � . 8 CEN DRAWING ND. 811 _ ONE INCH DATUM ,� � _ .. ENGINEERS PLANNERS SURVEYORS - - ., ,rs7 45232 1x :: , . �>€` 1 `�. 5 ADA RAMP REVISIONS YLP 02.21.19 MN CHECKED: Utilitl Underground Location Center �' rsr ' f', AT FULL SCALE Planntn Buildin Public works De t. 10615 SE 172N D ST REN TON WA c� w g . � 3�1� ` y�`� IF NOT ONE INCH g/ h f 1 1 MAJ 9� Q Z. 0D,MT,ND,0R,WA) 0p�g �,j = 6207THAVENUE, KIRKLAND, WA98033 SCALE ACCORDINGLY "N0. REVISION BY DATE APPR APPROVED: sHEEr: oF: 0425.627.3063 F425827.2423 MA,, C15008868 B15008865 B15008867 11 26 rT DRS PROJECT ,NO. 15088 :: ....:. r.TYBEPER ENOC LAR .-_...... .. ...-_ _.._.... .. PE PE ENo1GULARA ... ... ... <. P 4 __.... _ ._..-. ._.. _._ I, -.._ .. ................ ..... ..__.., :;: __::::. ...... _.... I -.�N. . A: fit �Af:.uE .. ,. ,- .. -.:.:: �. .........:. :........... ..... ... .. ..... T 11 E .... SEIPNM NAIH.. 41FfER _t C tII59r#-pL L�.� B 1'±. ............ ............. ........... .. _..........ApEC PALEYWEN Iti UPFAO .. .. S 1 CEGfENTC V IiE] CT 0 UNaCa ........... .y' .....} .... .. ... .. '... .NOTES ...... _.. ._. _. _. _..._....._..... ........... _._...._.... ........ S .... i. .(.... ......._ 0 0 � P.ETE.. A9tE'NNW{N S ........... .. - ....... - ...- .....RIAN f.1s...... ...,...., .., ...: eE9E9TPIAN.CNflE .. .-....:.:..'.:: a : o� 1co0.0• MAX-........__......... .....::,.:. .........:...:.. .. .., 1 MAX. � U •. S ED _...HOO P1N08 P. - ...................__..__....:..:dW ...__........ : :::,.::. P LL POST PAC (T'r ) i. All wncreta t bases shall ba 10" nORl l/EWA Y NDTE� :..:::::.::.. - @ OCO' (FT) MAX. � •� S AGED 24' I MAX. G (M urrl diameter. ..:....:.._.:..........................................- :........:, . ....... - TE 810 VA E mWms eeteEAnIEaT.... ....... ...-.:. ,..-..-..,..... .. �� ::... .. _. _. _........._. __ _ -: ,.,,. ........ ...... ..... ........... .___. �<�: ;>:::>:>:.: END OR CORNER POET - 10'-0'MAK (fYP. I A i TENSION WIRE PULL POST 1 j B LINE POST •- SPACED 1U BRACE - TENSION TWISTED SELVAGE ! POST WIRE ! D TENSION WIRE - BRACE POST 2• Gong the top and bottom, using Hog - FOR PLANTER WIDTHS GREATER THAN 5—FEET, - THE @ FO MAX. (TYP.) - FlIngs, fasten the Chain Link Fence SIDEWALK SHALL NOT BE DEPRESSED. AT THE,DRIVEWAY. - Fabric to the Tendon Me within the limits of the first full fabric weave. 3. Details are Illustrative and shall not - M8I6N MIRE TIE HARE TENSION HARE limit hardware design or post selection _ MP.) TENSION VARE of any psrdcular fence type, b z TIE VARE MP) 4. Fencing shall be used for security and FABRIC BAWD (IYP.) b FABRIC BAND (rYP.) boundary delineadon only. -� STRETCHER BAR(TYP - J - STRETCHER BAR (GYP.) TIE (TYP.) I r C SPACEADCED @ le 14 (IN) MAY, I.. STRETCHER •`r i '�' �. /i. !. , BAR )'. i TENSION WIRE HOG R NGS (fYP. i) •. 8• b 1, " I • �) • KNUCKLED SELVAGE { ` - CHAIN LINK FENCE FABRIC TENSION HARE - ., (I: POST FABRIC - - I t • BPAl:EO @ 21' Pn1 MAX. I, h Zo - "'r.- , ' !' - - 1: •'I • - CONCRETE POST ' - s FABRIC BANG 4NTH - -—. BABE (TYP.) CARRIAGE BOLT AND NUT ^• SPACED 15 MAX TYPE 3 ;.. 10' - W MAX. 600' • 0' MAX. - : PULL POST SPACED HOD RINGS (TYP. - - j ,. � MRE _ ( - ® 500' (FT) gap RAIL - SPACED @ 2V (IN) MAX _ - �. E A i ' END OR CORNER POSE TEt ANE PULL POST I ! I B LINE POST 10 - 0' MAX. (TYP.) BRACE KNUCKLED., I TTQ61 RE r D TENSION - ... BRACE POST E ® 1U (F) MAX.'. POET SELVAGE (1YP. METHOD OF FASTENING - STRETCHER BAR TO POST TENSION VARE - - TIES) TENSION HARE _ TENSION MARE . 6 STRETCHER TIE WIRE TIE W R' EB (rYP.)) - - EAR MR) � a (IYP•) - STRETCHER - SPACED @ 14• pM MAX-- � - FABRIC BAND (TYP.) !! LL - FABRIC BAND MP.) c � PRD t T 0T tAly g b b+ KNUCIO.EDSELVAOE iF - CHAIN LINK )I• Ay d1 - - . d: FENCE FABRIC - CONCRETE POST T BASE (TYP.) A°.o8 TYPE 4 *�3te63�`9 ORAL $�� `POST AND RAIL SPECIFICATIONS , a FIFE ROLL FOUIIBD P007' NOIL SIZE WEIGHT - (BCN.40) BECTK7N _ off•+ - FENCE E LINE !!�/ FABRICLOOP - 2 SIDES OLINE END, CORNER, OR PULL POST .. 21,7 Dm. O $.to OR BRACE P08T 2" DIAM. 2 O 1.86 BY: DATE I , „11.1 � '. STRONG I —" I . SURVEYED: �s SCALE: AS NOTED : VERTICAL: NAVD , 98B HORIZONTAL: HAD 1083/1991 .-.,-:::. _. _..: - .. C i T Y` O F .. - A V A N A RIDGE P U D -' :: DATE: I 12 10 18 r... DESIGNED: ING ENGINEERS R E N TO N ROAD DETAILS FIELDNOOK. PAGE:. Q PLANNERS SURVEYORS DRAWN: CEN ONE INCH • L; Z DRAWING. No It NUEKIRKLAND, WA98033 CHECKED: MAC DATUMPlanning/Building/Public works Dept. 10615 SE 172ND ST, RENTON, WA C12,' AT FULL SCALE 7,3063 F425.827,2423 - IF NOT ONE wcH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVE12 C15008868 B15008865 B15008867[SHEET:r. ' QF• 26 Q DRS PROJECT NO. 150SS 4 M� L i CV . CV CY) 1 0 i i W I W. Y V 0 r Z ' Q I 4 I , F- Q O EX R 0. W. WIDTH VARIES VARIES a EX. 100' R. O, W. WID TH p WSDOT TYPE 4 VARIES f 16' LANE o W 4-FOOT CHAIN LINK FENCE Z ( CA, APPROX. PER WSDOT STD. PLAN APPROX. 22' EXISTING LANE A, p IQ L-20.10-03; SEE SHEET C11 FOR DETAILSI' FROM w Z EDGE OF j 8' PLANTER 6' ASPHALT 3.0' W 2. 0' 3.0' 1 3.0' SIDEWALK 8 Z J 8 PLANTER 4 PA W p EX. ASPHALT v TH 0.5` h -. i AV NG P EMENr 6" MIN. v o 2q 4. X • MA 1. (T YP.) _ (T Q.Mwb....i LIr N 7 \ ids 1. I �x - z . \' \ \ \v • \ / \ / / / 2 FULL WIDTH �'�, , � / \ \ /\ x' ,, �..-• ;,,... at c .,. .--\t �-- ,,.t..-• \ ,.•. ,„. r , _.. GRIND ANDOVERLAY t \\Y EX. 10"' WA A 8" HMAE1.�-\\s�r:'"'\\�:txt.rszi.xsr-.\.• t . :IFFY. O 0 Lu 00 00 ;att� 00 i \r 6 CRUSHED ROCK BASE OR \\� \/\U\%\/ ! \\/! ! �� MA 4.5 - ASPHALT �-/ / \/! \\ f�! \\! /\\\/\\\ \ z\\ A HALT TREATED BASE \\\ \\\ \\\ \\ \\ �!\\ \ /\y\ \ !\! /! , \ i�\\ \\� i\\�!" 4 CEMENT CONCRETE 6 ' CRUSHED ROCK BASE OR . SIDEWALK- PER COR 4.5" ASPHALT TREATED BASE COMPACTED SUBBASE ra\\\f\\\ \.,L} STD. PLAN 102 COMPACTED SUBBASE EXISTING SWALE TO j 2 BENCH ®. 21".' 18 BE FILLED SD CONCRETE CURB '& GUTTER (TYP.) PER COR STD. PLAN 101 I, B" SS EX. _�� 4.8 MAX. HEIGHT ; SE 172ND STREET STA TION 30+83.38 TO STATION 31 +25.03 A STONE TERRA WALL BENSON ROAD STA TION 25+43:` 70 TO STATION. 26-f-85.38 E NTS C9 30, Raw s NTS C9 I EX 60' R. 0. W, WIDTH DEDICATION 3'0; d EX. 100' R. 0. W. WIDTH 3 VARIES 8' PARALLEL k o o VARIES 10' LANE PARKING LANE �" w cd UL .22' EXISTING LANE o APPROX. 22' EXISTING LANE APPROX. � �i 1' FROM 8' PLANTER 6' SIDEWALK P�`.. 11.5' PLANTER 8' SIDEWALK 8' PLANTER 3.0' W EDGE OF 1 �;QQ CD V O EX. ASPHALT 3 6" rL1/N. (TYP.) OMAX, C7111 -_F Z EXI 71NC F'AVL I� i�i _ 1.5� 4:1--� ;.. 5 0 ' 23y!__. _u 0 \/ \ / r Q �3'% r'. \•t /\ !\! ! / (ni1{hier PAIIc.v7 k_Xr51f #xa i, .�...,.._..�,«.....�,..-«...,......... ...,„m ..,,.., ._.,.mm:.;:H� _.._...: x .. / .•r' / �'i''v/.� r 14 �..1�Ir��d f - . , - ,! / / \ .. _ •.. - '-•::>^^<•r . f.;,;;.,� Pti'r. i t'r-..a^i �%"" ...-•'C, �;"_'r '-.�, .,fir C ' .r�'� ... L,,,... ., -ATi „ -':.. Ti^�;.. /. µ \ - to �• ' s• ;^ , , L WIDTH /r ram\ \ \\�! \\ !\\� /\\ ...-� ar.� -r�. �'-'w� ,,,.., . , x., �:w-• a\-•, .•-\\\f ,.- t1\ ..� .. \ , .,,,... ,,;,.�, �'r Y �� -�.�-••Y- �-. ,,.-� - :�- rt, .,;rr� , . m \ r ,. \�� , \ \ , t \i\\mot \ \ i�i !�i ! !i" ! ; :i � �' 1� ;,,.. , t ,.r \� x r,,'1 � :' ^''�.."„ ,.� 3,�,M r �µ�� y ..- w \ r^ iC .. 3,,,,. , w ..n q •�^ � \...c'c T „ .. i,\\ . , 1 i\\\ ! \\ . / / . l t ;� 4 w .,.,r' ""'w N �'""i w"�••'\\\ii"1 .,.^'!\ lr'1„1"� '\ i'i �:•' °.rS i\ ...�.r'. .�,.'.r ?-^"`�,..!� ,.� C ..• i ` ✓ CONCRETE CURB CURB 4 CEMENT CONCRETE t\ . ra\\ . i\\\� \ t\ ;; ' r 1\ -\\tc� r •1,ti\tt. \\� \\\rtt n . t�\ \\xit\i\• rt\C \. \ r\\1\\, tt EX. 10 WA GRIND AND OVERLAY t.. '.. \ s r \ Q 8' HMA &. GUTTER (TYP.) SIDEWALK PER COR 4" CEMENT CONCRETE` tC\ r\\.;•,; SIDEWALK PER COR } 6" CRUSHED ROCK BASE OR 8' HMA PER COR STD, PLAN 101 STD. PLAN 102 STD. PLAN 102 CONCRETE CURB 4 ATB OR 6' CRUSHED ROCK I -� 4.5" ASPHALT TREATED BASE 8c GUTTER (TYP.) � , COMPACTED COMPACTED SUBBASE 1 PER COR STD. PLAN 101 SUBGRADE j 18" SD / 18„ SD ADDITIONAL TREATMENT MAY BE EX. 8" SS REQUIRED DEPENDING ON SOIL, SE 172ND STREET STA TION 31 +25. 63 TO STA TION 34+ 17. 90 e BENSON ROAD STA TION 22+50. Q4 T4 STA TION 23+04.98) 10 F , I NTS C9 3.0' R.O. W.. I DEDICA TION , AND STA TION 24+25.14 TO STA TION 25+45.99 NTS cs EX. 60' R. 6. W. WIDTH 3.0 'EX. 160' R.O.W. WIDTH 3 TRAVELED WAY WID TH VARIES VARIES f• I3' TO f22' o - x W VARIES 10' LANE 8' PARALLEL W Q 3' _ PARKING LANE W APPROX. 22 EXISTING LANE APPROX. 22' EXIS VARIES (1' FROM W TING LANE o EDGE OF Z W 2 3 Q I' EX. ASPHALT 8' PLANTER 6' SIDEWALK v U ) G 0.5' MPS 8' SIDEWALK 8' PLANTER J o k W O 6" MIN. (TYP.) WSDOT TYPE 4 h MAX �� 0.5= 0 2 { t� , a 4-FOOT CHAIN LINK FENCE EX '� TIP. v 1 A J :A ,�{7 �j _ _ ._.._ ..__ .....0 . 2q _ _ - s_ Sq, _ ` 3 W o _ _ _ c s _ PER WSOOT STD. PLAN 1. V / / _ { �r VIrII T Xr'x^:', _ _.. _ _.'1 //// /,✓'.r %fi/ L 20.10 03, SEE SHEET C 11 /! / t`l Iil rC, \\ / \ ! / 2� W \ \j �� 8#k�ikai%i33ns•asy,t s � ,tl�a�rdt� y \ \ / \\ I.,^.»..13��........,,,m. "�'s7��•i .. «_,..... � , ....:., ... . ...:.... ,,..., r 93 ��3'3pa'i+� �. � x✓S.✓'• , FOR DETAILSe 2 FULL WIDTH r 4. /\\ \ !! /! t/ \ � „.y. ,. C. �"_i..i, •� �-,,„.14.w ..•' .k ...h..r i"��w.'" .".✓'"". ••' � r" . "H'�...+•-} ✓"'C„•"> . '..y.... .,.�.,.,:w:�'„„. ,... ... .._. . ._ 1-,. „ \� � - !/ \! \\! / \\ /\\\ /\\\ !\� �\� ..x "t''^„x ... i...,....� x .,; x-."'. -- x� , „.r' \<'- r s ..r\i� ,r \� ,..,1 . \•.'�,.� �"',,,.�t\ t,,,.,,.�'3• Cir.� •.,.-'\`�',-� ~•'" 1,�' ...,-i �' ..,.,•- ,,x _.,,-, , ,. _ . ��,,. \ � �1,. MAX. HEIGHT !\� /\/ \i \!! \// \\/! \\ !\\ ! \ , r `\ • x -• x\\ - i� \ \ r \, i „\r, t ..l\ k 5\Y'.x t ? l t.. \t- \ ; cx (RIND AND OVERLAY \\\!/\\\ !/\�\� ��/ \ \! \\! \\!�\\ /\ tw-. \ i\ xl�ti�\'zfa\i t �,\\,:>ki x., \\ \t a1L4:\, 4tr'•:\1 i,\' \ - \ r .;. C t \ ri:, 10" WA Z � 8 HMA STONE TERRA WALL /a ;✓ !! \\�\\� �\�\\� \!\\� \\\!��\ \\ �\\\,, \!\\ fY\ . , - \\.-ii�'"".\ 'C1 ' ` ...�� "" ` ' I U O 4" CEMENT CONCRETE .\\ 8" HMA ; 6" CRUSHED ROCK BASE OR EX. 8" SS SIDEWALK PER COR 4" CEMENT CONCRETE CONCRETE CURB 4" ATB OR 6" CRUSHED ROCK 4.5 ASPHALT TREATED BASE CONCRETE CURB & GUTTER (TYP.) STD. PLAN 102 SIDEWALK PER COR 12 SD &GUTTER (TYP.) COMPACTED SUBGRADE PER COR STD. PLAN 101 STD. PLAN 102 PER COR STD. PLAN 101 COMPACTED SUBBASE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL SE 172ND ,STREET STA TION 34-1-17.90 TO STA TION 36+61, 79 BENSON ROAD (STA TION 23+04; 98 TO STA TION 24+25. 14> c I 10" WA 4 ,. CENT CEMENT CO NCRETE NCRETE 8" HMA SIDEWALK PER COR STD: PLAN 102 6" CRUSHED ROCK BASE OR 4"5 ASPHALT TREATED BASE. CONCRETE CURB &GUTTER (TYP.) COMPACTED SUBBASE PER COR STD. PLAN 101 REST 172ND ( SE STREET STA T37+ ION _ 79.81 TO STA TION 39+56.44) N IS e / rn 3 a p i L o l Call Working Days Before You Dig 811 Utilitle Underground Location Center (ID,MT,ND,OR,WA) EX. 8'r SS 22' EXIS77NG LANE 3 NTs C9 0 0 EX. 100' R. 0. W. WIDTH 3 3' ti W W APPROX. 22' EXISTING LANE APPROX 22' EXISTING LANE W 8' SIDEWALK 8' PLANTER 3.0' WSDOT TYPE 4 a ;\�\\\\\�\\ W o 4-FOOT CHAIN LINK FENCE 0.5 PER WSDOT STD. PLAN L-20.10-03, SEE SHEET C 11 r. \ / _ / \ ! / y1CN FOR DETAILS / ! _29 T O ETA LS \ / �, .Iu � . .. _ \ / \\// /\ ! / // .. ..._ .. .... -.;4�Lk$lid?N:'a.'dou�fRd$€sY�.sd�fl,.uat..if:,1+llui�.Nia?i249Y�.S1t.LF�ix ...a,.,..:...,«.:........ __.__^'_ #limsd.i�l�".1�i'`a,u'1a1° > ..a,.. ! \ r ,r ..•'" �4 ,. .. r' y` i ,. y{ . 1 r i r' j" « S 'x\/\/ \/ // / \ \/ / .„ t. i.x ..:�\ x\,,.t. �: �„nt ,�^<.re, r i'' r^• 'lx \ t![ N\ \, x\✓• , tN\•-"^Y'. .' .. \ / / \ / \ / / �.... t\ .. r \ w ....','. l\ t> x x .✓'i\\, s i 4 x i. .>\'� .�• „r .,3•. \ -'' 6 MAX. NEIGH -t,/ /\ /\\ \ �/ ! // 1.. C \,s\i \ xl \\\ jj C t. t t s. ' \tx:t ( r T . \j // /! \ \ \\ / . r \..... 5.., ...'^ \\".' ✓ a ,,.L x t,r� vx `. i..✓\ C ..r'i t .x l�,.✓ � '" � : ,,..t :.?' .. i. \\\�\ /\\\., , t \ , , \/\\it t \ i1i`i\\\� \ 4 ; '_'"y.'.'ri i�.w \~ STONE TERRA :WALL 8 HMA CO 4 CEMENT CONCRET E CR N ETE CURB SIDEWALKPER &GUTTER TYP. 4" ATB OR 6" CRUSHED ROCK COR ( ) STD. PLAN 102 PER COR STD. PLAN 101 COMPACTED SUBGRADE ADDITIONAL TREATMENT MAY BE REQUIRED DEPENDING ON SOIL BENSON ROAD (STATION 21 +35.07 TO STATION 22+50.04) H NTS C9 R-392213 APPROVED FOR CONSTRUCTION N SUBJECT TO ERRORS AND OMISSIONS m AS -BUILT C NO AS -BUILT INFORMATION ON THIS SHEET. BY: DATE: "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS U AS -BUILT BY 0. R. STRONG, AND MAY INCLUDE LOCAPONS, ; LUI ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, BY: DATE: ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED O BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.BY: DATE: 12/10/2018. " rr SURVEYED: - .i.5 DESIGNED: YIP DRAWN: CEN CHECKED: Nq. REVISION BY DATE APPR APPROVED: - BY: DATE: L1.1 SCALE:... DATE: Q VERTICAL:' NAVD 1988 • q q AS NOTED HORIZONTAL: NAD 1983/1991 E I T I 0 E AVANA RIDGE P U D 12.1 0.18 rr FIELDBOOK: ROAD CROSS SECTIONS : R E N T O N PAGE:.: ONE INCCH-{I 11♦TI 1►I DRAWING NO: Z ASCALE 1 IX11 Vlrl Lk IF NOT ONE INCH Planning/Building/Public works Dept. 10615 SE 172ND ST, RENTON, WA C13 :I' Q SCALE ACCORDINGLY 4 C15008868 B15008865 B15008867 SHEET: � 3 °F•2s • ;I. Q DRS PROJECT NO. 150.88 ii cNu p Oco EX. 115' R. 0. W. WID TH e � O ' a APPROX. 24' EXISTING LANE APPROX. 24' EXISTING LANE (L 41 W z O l i-25' EX. 5' SIDEWALK W r. 0.5 =► Is - CT T .., Xl zJl' f..a �� A1 '`1L '�• ,,. ^ ,^•�, \• .,.. 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Q EX. 115' R.O.W.• WIDTH I' APPROX. 24' EXISTING LANE MIN 7' PLANTER 8' SIDEWALK MIN ii PLANTER W, s E' \ • L �\\\ /\\`/ jw /\�\�/\\ ^.».... _... , .. : • ,Y,,. • ;�.., r .r „�"""e *'r� t . t "„I i t "�•.--1 \ rtf"✓-F\�: .'"\ \\" \}.T \ t� t"-'l ✓'„\\�\,t'f �\''{ LC\"'Y \� 1 ty^-ter . /, / \// \\ /�\ /\\ /\\ .r` ,,....,." i : y�`,• �A< .r'i\!. }.....:.t •...i} ,� \t .. ,,,' t .,,•..'1i"'\. ..✓'.~ ,\fir. t �: t ..r ,, ,-✓ '`..'~ \?,: l e } i \ i \/% \\/% \\ /\ tFr'• i✓%t•. `,'.it\l.'r. " L,.:(~::.✓t L s'.;..... i e�VS YC ,,,✓S^ '�%"\t 1' „t\ ' • \i' i ,,'1 �,•i'%;,y ... �\\/i\\\ /\\\ / �.✓ °. �..=";t :,�,�,. \� t„�� L ..,.✓ }\, ,^"',,,, ram" rat\ ;1,.� ' :-��..`i`i\.�tC\ ,�t .�-i i• / (i \ l \ � y I' J CONCRETE ,\ 4 CEMENT ON ,/ ✓ Sli EWALK PER COR S7 PLAN 102 BENSON DRI VE ST T ON 1 +88.74 0 STATION 1 ( A 1 1 T A ION 4+ 35.35, C, I I is 1' it I� I I• � 3 b Z fi I I k 0 O M t cd Q •• 0 o 0 Q) i.. Q / 3 0 / M i DO N TS CENTER LINES • 3 * • • • 30 • • • • 1A, LINE MARKETS E rl" pOUB1/F.'E YE�L�W CENTERt.INE I '4" YELLOW TYPE 'lid' LINE MARKERS (REFL) 4" YELLOW TYPE T -LINE MARKERS � 4" YELLOW TYPE 'Ild, LINE MARKERS (REFL.) TWO—WAY LEFT TURN LANE 12' 4' YELLOW TYPE 'lid' UNE MARKERS (REFL.) /' 4" YELLOW TYPE 'I' LINE MARKERS L • • • • • NUMBER OF 2—WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH --- 200' O.C. SPEED LIMIT 30-35 MPH -- 250' D.C. SPEED LIMIT 40-45 MPH -- 300' O.C• CNANNIMAU TON MARK= DKTAIL ADOPrsn tRart a mlax an+•u• erulu t•1111T+; uJ4e M. N ME: Hoof SP PACE: H001 Lis+ than tan (10) Ira dd Ten (10) Ws W dd. Additf—I R+qu4ernanla ritb u1 Gea.. Ali Na Nu L-1 Aa a pIlh B.. ri+ Yaa Ro t Ant D '-(AII Hue ana Puntl beyanJ Streala h. Y. th• curb rdurn 40.T R-1 -. 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P6 32 ES. f 0 - - - �PA\ ,C� � � FOUNO �6URJIEV UNDER DEORIS� . , I . . I . .. I . . . I -� 1) Ib _<;_� '� '� �) / , , I . � � . . 1. I I ; \\ I , ) , . 12 LCPE 0.89# 4.87X PRI VA TE � 12" 1E OUT �36;5.66 (N) J65.51 RIM 4�49& .374.97 � `l__l � , " ,,, ,�, I \ \ g ,,� , I . - � i, " - \ �, 0_1 ,A) I - I \ . . . . I . .. . � . P5 � 107 : . . . . 12- 1E IN ,365.6e (E) 365.66 N`�L_ I 1 NN4 I 'I- s " \ " vi!"",vl) 0 /,o ",/ !I, . . I . . . . . ,12 ' - r,&-, - -, - ; 1 "' \ I � I . I I . . �l . HE CURRENT CITY OF I " ., � -.. . . . . I .. . P� I 80 12 LCPE 9- 999 6.04X PRI VA TE 1. ALL TRENCH RESTORATION SHALL BE PER T, , - "kv, , 'A , �� I I 2A � . ),\' jj / - . � � I I � . ., . . I 1 12 " 1E OUT 4�zh h9 (W) 371.2 , , , __ � 1�'(Cu ,�Lrt -, � __ll_f . - , . . I WC � . . . . . . . . . . I I I I ION AND STREET OVERLAY DETAIL. I I __ I , \ v I 1. . �:� . I I . I I I , ,� I , ,,- N ) I � � 11 1, i 0, q ") q) � �,�\ I \ k) ) I I : �l / - ! -, , '� - -,-- fE 1.2' CQ ,' 5=*v92,4' . . I . . I . I f \ / � k ! . . v �� . ..- � 3 I . . I . . . . . . 1. I 7L:2zlff Z 16X PRI VA TE RENTON TRENCH RES TORAT ",:`l t . __ ) , , 0 � I I . : .. . 1, I p . . _ - . / � . r - 8 12 LCPE , OVERLAY -\ , � I - I 'i IF I2, CoNc lvlv'='-5v2.4' I . c . I I � I %�,X, . , \ , % ie -\ - -k�� f') 8'qttA'T . 1, P 93 1 2. PER SEC 77ON 7 REQUIREMEN T FOR PATCHING, 0 VERLA Y �6 . I / . . . I � ;� . � . . HE � I ,--, N N , � ,`(�z 2' ."D �,--k-_�llll / 0 1 III TOP Of' THR (; GRATE - . I I WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF 7 1 1 _/11 � - j 1� � � �. 110 I � - - ,iv - � I . I i �. 1-1 �_l . ELEV=,197,02' .1 . I LCPE 4,919 4.49* PRI VA TE - 0 <? �� - ­�,\ I Q, '6A) " . �l I I . I '. I . I . . I 1 P9 116 1� , 41., , .. -_ * I I - . . -, I � . , TRENCHING IS WITHIN THREE FEET (Y) OF ANY ADJACENT LANE LINE, "\� - I / � I I . .. ..... I . '' - . � . I I � . ;�� I I .. . : � . : � . . . � . 11�11�'l I ( ) " -�,, , " I . � � I CB 17A TYPF 9-4R" (PIJR1 I(') . . . . J, ILL BE REPA VED. - I i nllzprsp��Ai tpiE�t �� 11 I . . : : . . . . .. plo 6 12 LCPE :2 1994, 1.67X PRI VA TE .THE ENTIRE ADJACENT TRAVELED LANE AFFECTED W I I .I- 5 'LF ") I 50 LF DISPERSAL - - - I I � . � � . I 'IQ" I I � �) _4 I - �/ I REPLACE EX. TYPE I C8 � . . I I . ::� - . � I . .1 � . � . . . J. ALL CATCH BASINS ARE VANED GRATES UNLESS OTHERWISE NOTED. �_ "mm, ,;,Qu.uu 0 , I ,if � li. ./ : . S TA. 1 23+99.91, 18.86' L . . . . I . . 1, �l �p � � . I I Ill#" -.00 . ,:,. � I . . � . . I . �� 11 i. I , I .),Cj �� "'I"<4 . .. � X_ . ., . I � �, . I . - . I I Pil 6i 12 L CPE A 929 3.21X PRI VA TE 14. SEE VAULT DETAILS ON SHEET C23. ' \4E J82 00 I I ! \ CONNECT OPEN SPACE . .11 I / .RIM z396. ��9 396.24 1 . ., . �, � I - '*N� . � l_\ _�x I I I j I ii� , jr� t � " I . I I . / I . : . ­1 �. � � I �,� -, � I I �. . . . � 15. STORM DRAINAGE PROFILES ON SHEETS C16, C17, CIA C19, C20 , ll""".x SPACEE I ;'9YARD DRAINS TO CB 4v , . -39:2�:F,9 (SE) J91.85 . � . I i 11 � . I ­ 1. . I I I . I 18 L CPE ;. GG;* 2.67X PRI VA TE � . """"',\ IQl y 7, P 4 IN "o I I I I - -, " �11 ­;i )`7 J - . / eq .. . W. . /. EX. 12 " IE IN I . I . . .. I . . . . I P12 6 AND C21. I � . I "Y'­ ,�� ,It OF <,& , � I., . I I I . . I I . I � I . . . _08AINS T �� YD'I ,�� %a I() .., 11 ,_ , . . . . � � . I I lll,� , __ ci�l �A 0 1 � I 8 " IE IN' 0:9 f.;76 (NE) J91.47 1 I . . I- - . I . � 11 I q I to I 16 4. . . I �.. � � � 1. � . I I I . - 6. ALL OFFSETS ARE TO CENTER OF STRUCTURE, I 1\ � .11, I . -'. v <) 4 1 1 � . � . . . � . . I ;�RIM 3dd. uu . � I I . .. . - I � I I a . I., _. \ .�_ � �\� ,� 1�1 . " i� . -f-t . I -�6 (SW) 391.47 . .. . . .... r . k 98 18 LCPE 6.664 5.74X PUBLIC ILITIES IN RIGHT-OF-WAY SHALL BE 4za �., 1. � � I I 1 P113 1 7 BACKFILL OVER PIPES AND UT . . - 1� . /= . 18" 1E OUT 39f.7 . I . �� � . . . I � I I. . I . I I --- . . . i D. uu 1 44' \ ,P Vlvf, �,D'TH , . � I I �. . : - � . I I . I . N - \* X " . . I . 1\ IN I 11'1,�\ , . , � o' '\ h ,;ll r . � . I I I . . I 1. . '. �. . . . ...l. . I . I \ I . � � I � I - I I - . I I . I 1. . . . I . I , I . .1 1. I - I � . r�� . . . � __ 8. 5 TORMFIL TER 'N � I's I I ..... IV , v I ", . � . *11, / � / 1 20 LF.3n" o qTFF1 . . : - , . I . I I . .. . I W" \i \,,v 16 � 1/1, I :1 I . .1 . ; , I � CN I . . I I � 51a" MINUS CRUSHED ROCK. "N� � 4 r, \ I � .i) . . I . - 1. � , I . -4 . ,I " . � I Pi4 1 229 18 LCPE 7 - e2# z 00% PUBLIC � I .1 � I I � . AND DETENTION VAULT ARE A MINIMUM 5' FROM 1,5' . I r�N_ 'I, I "� I , . ,A� -, q , -4�� . � I 1. . I I I I � I - ! .1 ,I _�: . � pi5 �212, . 12 .LCPE &A�* 8.62X PUBLIC PUBLIC STORM DRAINAGE EASEMENT .� . " " \ Ilk �<�- __ I 11�4 11 � /. . I . 1: � � I ... . I I ". '. ­ . i.% I . I I . . . _.�, \� kl �� CASING 1, . . I I . . . . N__ . . I I x �l \ .,,i�. N, _�,� . � . 11 "I I I I . I . . � z . � I � I .. I : � 12 .. ub � N, \ IQ' � �1. I . Q . , , / I ­ I . . . �l �. . '.., . 1. ,� � .1 I 0) . . I LCPE �. -594 2.22X PUB41C I .. �(\ ?lk, �l , k I I �\ ,,� IN\. I �, . - - . / I � . . . . ; I �� .1 . : � . I.. ,� I - � . - . , P16 18 1 1 1 I I .: . . i �� � . I � . � � I - zk� -, "..,,\ , 1, 010 ­ki 1. / . I I . I �. I , , . I � . . � I I . . . � I I . . 'N�, . I 11 I 1, . )";� I . � . . ... __ . I . .. . I 1 ; Q � I �. . I I � . � CA I TCH BA SIN NO TES: .. I � . �1� I � . 1\1 _� \� I\ � I I I ;t� --�V�. � � . � . . .., . . 1 �. :! (14 : . � . V . I 11.1, I . , I -� . &84 2.54X PUBLIC ION, I T IS FOUND THA T PIPE ANGLES REQUIRE RO TA TION OF THE I I . i . I . . "I . \ " IV 2 ' , � 1 ­4 ,� � \ / I � . . . . I . I ., ., , " P17 102 12 LCPE 1. I 1. IF DURING CONSTRUCT . � I \ . . I . . 1. p I . ! [,.- - . i . . I � . - I . "!"� � I 1_�, V � � \ / I . . I . . .; .. .. . I:;w. 1. , . . 1. . !, � - . I . I � I TYPE I C8 AND MISALIGNMENT WTH THE CURB, THE CITY WILL REQUIRE REA40VAL AND . . I I �",,:', 'Rl,M 3 Jo . �o / I/ () . I � � . . I . I .'' . I! .. � - . .. .1.11 . I I � LCPE OUTLET . . �. . :4!., . ." � LCPE 1. 904 1.52% PUBLIC . 'ADEQUATE KNOCKOUT I I � . . � . ''O'D A) .4- . - . � . . . . . . � . . . :.. 1. - . . . . � .. I PI 7A 83 1.8 . I I I I REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND I I . � . I . I ­ " 0 � ;t�) N') ( �' W . . I I I I � . . .1 .1 I .... . ..,. ., I . . . . I . , . . . I - I . l,qE ,306. 00 , �ql , . I ... .1 .. I � . I � I 110 � . . / . STA. 23+21.97 4774 L � � . . .1 �. . . . . !, . . .... I l . . . . . �' . . . . I I � . . � I I . .2 T YPE I CATCH BASINS PER COR STO PLAN 200.00 (SEE SHEET 022 FOR DETAILS). : . . . . . . . . I ,\N�l '1�1 , � \ \ (`� I . k , " ,/ - � . �� - I I � I . I . I I I I . . . � .. .. . . . ... I I . .. . . . . I � I 11 V�, 1� I I . I . 11 . h , . I . . 1- \ 11 ) , . I ... ... I . � i I .. . . 1. �t .. 1 124 18 L CPE 4. 964 4.659 PUBLIC . I � � . . . . � \ % 1� � - :) "I I . I 1 34- (NE) 3.90.21 � I � I � . � .. . ... 1. I . I . . I , 18"* 1E OUT 498. c . I . � . . : : . I I . . . . . .. . - - . .. . . � � �� . . I 1 13. TYPE 2 CA TCH BASINS PER COR ST9 PL . 2 1 1 � I . . . . . `k,�,,,�,\,-, < � \,, \\ \.,, .. ... R� � 1. . '. . I . I � . . . I . I I I . . . I I ..: �� . . . .11, j 1 _1 . � . . I . . � . . . . . \ ., ,. I . EC TION PER I I . . ... � 1�.�, I . . , . cd . . . . . I . I . I . . I � . - 1�1 I I--,- . . .. I I /. . OUTFA�L PROT . . . .1 � � I . . � 6 18 L CPE 1. i9 61# 4.42X PUBLIC I . . , . � "\ I,N�', 1, � I i I � . . . I .. . .. I . I I � I � . I I . I . � . a pig 1 8 � � I I . I 11 � . "'111� . 11""""""", 1, I . . . .. I I � ; � :..., . i Z: ... . . . . . . . P18 � I . . . . " N1\1, N'll, , I � 1: , --u . I I . , FOR DETAILS). `�'\�/ . .6- 1 1 - I " " % , , AN 201.00 (SEE SHEET C2 . I , ", . . ; � . I . . . ­ . � I I . 1, -\ � \ \ I -__1 - I , , ... � .. . DETA14 ON SHEE T C22 I . .� .. .1 . . . ­ . . . .. � I I . I I . - __ . .. I � � I I I . 1. . . . `Nll - - - _. _ .11 , .1 .//k \ - , "�l .... I . � I . I 11 . � � . . 2 . I 1. ROAD WORK.SCHEDULE . I .1 � I I .. - . . � 9 I , . I . . I . . ., T I to .18 11 . I . . I . . � , Ji'l , ,� \ 11 `­,__­_.__l_ / . " . . I '. . . . ... . .. I . . . .1 . � .: ... . . . . I � . . .. . ... !­ � I I . i I �l .. � � � I � . � � I I _�,,.� ­ . . � . __ � .- IWO_ 1 - .1 . . . . ... I . �l ,� .1 I...; I �­:... � 1, Z�� � I __ . . (DS TA. 30+8J.38 BEGIN FULL MOTH STREET GRIND AND OVERLAY � �� i __ _. - . �� . Rhkf=�64, j � I ., . . � .1. I I.. I - . I I . . , I . � i � � : . . . . I � . � � I . . I . X, 1. i\' . .) . � I � I I I . , . I. . � .1. . . ... I . ; �i� . � � C) �2 1 . I � . . . . . . I `N`� . . - . x f " I """ . I Jp, I - . I I . I . . I . . � I .. !�. � . !� , . I � I .. - P20 1 16 LCPE 1. 6)2;* 1. lJX PUBLIC I I . I , � E ,,,,",,,N /1�1 I :�': � - . . I (EX.) �25 , 12 LCPE iL:5e:9-z 9.86X PUBLIC I . . I I . � . . I I . I . I O., _�, - ­ k . 1�� I - . )E 12' 0 C SE-15 718, I' � � I I . � . . I I . , ... , I . . . . 11 . � 11 I . . I . y", 0 % - . I, �L I " . I � I � . I I .. . . �!. .1 I , .� � , . BEGIN CURB, GUTTER, PLANTER AND SIDEWALK ON SOUTH SIDE OF SE I . 11, , .. ��o F 72� CONC S4'=378,0' . . . . . I I ., I . � �. ., .� .. I , , . . . I � . I . . I I I I . I . . I',, Il_'. I I . . I � � . ., � :� I 1. . , � . - I � . I � . � Piol . 33 12 LCPE 1 - 9 9;9-f 1. 79X PRI VA TE Q STA. 31+25.03 1 1 1 1 . I , �,, " Ic I . � . . . . . .. :1 ..'.. . I . . . , �,,.,�l I . ; - � 1 4) 1 I . I . I . � . 72ND STREET 18' FROM CL � � . . . . I I ,,_, ­11 �, I I � . I I . .. .. .... I I . I . I � . .. %',<lk� � � I � I . ; I I - . I I . � . . I . 1�1;,,',�, 7'. �. - . . . . I I '. � � . I . . . . I I I .. - I ,i­ .. . . . I I I � . . 111 ".1 ,��;� I I I � . . . . ... I I . . . . N< I i I I . I I .. . . . . I 'l � 1.11 ,- . . . I . . . ,�) ��' ll�l I � I I I -lFH . . 11 . . . '\� �\� JN .� � � � ", , y/l A . � . P103 43-50 � 12 .1 LCPE :2. Oz`;l 1. 74X PRI VA TE . . I . . � . I N CDO FZ I I . I .� . �! 1 . I . ... I - . � I . I I � . . . � . i -, I � cQ1 . . Q STA. 36+70.79 END FULL STREET GRIND AND OVERLAY � � . I � I 11 ll�, - . I' I I I / I � I . I I I I . . I . � � . . . I I �. . . I . . I., I . I . . I . I :,� ; � I __ CURB, GUTTER AND SIDEWALK 1.30' FROM CL � � . I 11 ! . . I � . I . I � . I r . I � I . I GRAPHIC SCALE I . . . �. . . 11 . I � I . 1 4, T I . I . . . � . . . I I.. I . : I I . . 1. - :.1 . . . d� . . I I I � . .. . . I . ­ I . . . - � � � I 0 20 40 80 . . . I . ­; I - � - I I I I N_/ , I � .. . . . I. � � I . I N, �, : � rl . I � 11 . I I I . ! I � I I I � lql I I PI 12 � - 19 � /8 I LCPE 1. 66ff � 2.89X PRI VA TE . I . . I . I . I "'N� . "�� \--,\ il � I .., 1� . i I I a 18 LCPE - 0. aox . PUBLIC I I I I I I . I I . \_1 I / , . � . I � I I I I I . I I . I . . �.. I % .1 . ! I � . I � I I P113 �44 . . . 1 (91 �lqym I G) S TA. 37+ 79. 61 BEGIN SAWCUT 0.,52' FROM CL � . . . . � . � . I I . . . . I . . . : - - ! � 2 . .1 I . I I I . I . I . I \ � � i . . � I � I I I . . . . . I �. ... . I . I : 1 1 � I I . I I , . I I I � I . � . . I I . . I � I � - I � . � . 1 G� . P114 ­ . & 5 � 12 � DI 19.51# 9.40X I PUBLIC I I I I I � 52' FROM CL; MATCH EX. I N\ I ll,� I � . I I I I , . I . I 11- I I . � I . � i I I I I I 1 INCH = 40 FT. - I .. ­ I.''. - 11 I .w � I I � I I . I . I 0 11 I - I . . � . . � I ­ I . ­� . . . . .. I � . - I . . . . . . I I . I . I . . . . . . . . . I . I . , .. . % � . . I � � I � . I P20,31 96 _T 12 . L CPE 5. i4fff 5. � 71X PRI VA TE (D STA, .23+74.50 END CURB, GUTTER AND SAWCUT 19' FROM CL , . .11 I I Nk, � I � I I I I R 392215 . . . . I - , b . I I I I . . -'IQ , / I I I �� I .. '*2 - , E)' L7 ' - I I � I , E I X 2 8 0 T I L A . , '. , I I , D 7 1 / 5 E 2 E ' L 3 ' U W ) :� I B M 3 - I IN 0 T _� ' W -1 " - I y C "_ 5 E - P K z ' 3 E I ' I C N I 9 ' ' 3 ' I I I I '� UT - .' V,A 1 31 - j I TNG I �_ - I I ') '/0 I 0 66 1 - , p EXI _ 4_ � I � _ I I , �� 1 53+ - (W .9 - 77 � , 1 RIM - 376 . ) 87 .7 ... // HJ2 1 12 " IN j 7`1� "a 9 � - I - 12 " I 3 � , - , 0 1 12" OUT _. .__ , ,.._ _ _ . , 4 6, , � L _ � , I ,_ _ __ , ( . __ � � __ , , , _, �__ _ _3� �� � _ , , 'I , ': � - a \�___,_ cl _�_, "I'l, , "'��, _j ___� _'_ _._, �_ __ ­ _; � __ , - L== _ _ - - .- � ­_ ' _ _ '_ ----I, �' 4o+ J � Ir I _ _ - i� - ,c , � - : -�- � t r � - - �__`_ � _ __ � _� , E . 1� _._G __ ., �4 " 37+ 0-6 - t I 4n4 I I \ N� 1\ IX0 I . .. 1. � , . � I I , . , . I ; I I I I . , A . . I �- . I . . . � . ... . .. � I . . I I I \, _,�_. 0 . 1� . . I I I � . � . 1; I , . c\j : .� .. - � �l I � . . 1 P_w I � -44- 4 � f5ff 2.82X I .1 I I . I _-;- . q 1 12 LCPE -_3 PRI VA TE \ . , . 1, i . � � . I - . I - . I N\� � \ . .1 . I ; I I I I I . 6 . I I I I . . � I .1, . ,: I ... 0) I I I I . I IMPERVIOUS AREA NOTES: . . � I . ll� APPROVED FOR CONSTRUCTION - " .IN. I... I � �- . . I . . . 11 . . . I � . . � I I I � I � . . I I . I . 11 . . -.-' I . � . . 1. � . I . I . . I I I I � I �. - I I . : I � . . . I . . � \ \ . �. . .0) ... 1 . � -0 � � . � I I � I . - . � SUBJECT TO ERRORS AND OW.SSIONS I . .... I p - � . . � I � � . 2. IMPERVIOUS SURFACE AREA IN SITE PROVIDED BY PROJECT 15 69,089 SF, . . � It I I I � I . . . . cy). . � .i � I I I � . in � �� 7 T (AB) IF THEY ARE NOT . . I '\\\\ ` I - I I . I - � ! . I . . Z3 1 . I I I . : I SCHEDULE NO TE: � I 1. MAXIMUM IMPERVIOUS SURFACE AREA ALLOWED IN SITE BY LAND USE IS 12J,620 SF 14< L PIPE SCHEDULE CALLOUTS ARE AS-BIUL I � � I . -,, "', I 1, . . I I . � . . �* . 1, - lo . . I . � I . I . __ 11 OSSED OU T � . � . � I I I I � . �. � . � IN" N11111 . . 1�� . . . � I. I I . . � I 1. . . . � . ....�! I (11 � I . 1. . 11 I � I I I . � to� , , I 1. I � - Q% � 1. I � ! . . I � . ! . I . I . -s� I I . 1, � ,, � . I k . i ,,, � I - , 0 1 i � A I , � . � (� I i , . I � I __. � � ,� . �: I � I . : , � . In ! i: I .� I � . . �_ . . . . � , . 1 1. � � .1 � I... . I � 2 � ,., - . . . � � . I , 1� � I � - . I . I I I , . .. , � I . . Q j I . I . . if) � � I . I I I - - __ . I . I � I . I � � __ - I . . I I . � I � � I � I I � . I � I I . I I . I I . . I . . I STORMWATER FLOW CONTROL . � I I I'll . I . � I � I I I BMP DRYWELL. TABLE , I I . �­I I , � RYWELL I BLDG SERVED A41N FG � GROUNDWATER EL. I IN VER T IN IN VER T OU T � - � I I I . . . SOIL TYPE � . . � GRAVEL* TRIBUTARY AREA I � TOP OF TRENCH .. � BOTTOM OF TRENCH . I I S.A. OF ORYWELL I .. VOLUME OF DRYWELL _ � I DI . EAST . I J7Z 75 TBD . . 37J. 00 37J, 00 � GRA VELL Y SANDY LOAM I 380 . 1J ,659 374.00 370.00 1, . 300 5, 1 200 � 1 02 . 1 WES T . I J63.25 . - � TBD . . 36Z 00 � . . 36Z 00 . . . I � I GRA VELL Y, SAND Y LOAM . i8o I I . . 1 I � ii,000 . � . 368.00 . 364. 00 � � 1 . 1,275 I I . I I � 1 5, . 100 I I I I . I I . I..., I .. �_l . I f � ... ­ . . .. I . \, N1,, . BY: . I DATE: . .1 I.. �. . ­- � I .:. i I FLOW CONTROL BMP NOTES: I I � \�\ . I I - � . .�­ 11 . I I I I . . I () I.. ...., . . , I . I � . I � . . . . I I . � 1 . LIA41 TED INFILTRATION DRYWELL BMPS MLL BE UTILIZED . � . 11 . . .. . wo . I I.. I I I . . I BY: I DATE: . ..- - I I 11 I I I . . . .1 � I � , ) � m I . FOR THE ROOF RUNOFF FOR BOTH BUILDINGS. . AS -BUILT .1 . I .: 2. A 50-FOOT DISPERSAL TRENCH BMP WILL BE UTILIZED I . . I . . . I � - . . � ' I � . FOR THE OPEN SPACE (APPROXIMATELY � 4,685 SF OF "I CER71FY THAT 7HE INFORMA77ON SHOWN HEREON WHICH WAS I BY: I . � .1 DATE: 10 .. . .1 I.. -i IMPERVIOUS AREA WITHIN THE OPEN SPACE AREA) AS -BUILT BY D.R. STRONG, AND Amy INCLUDE LOCARONS, ., . 1, .. .1. 1. .1 t .1, .. 1.11 - Flnw rnAlTpnl Rkip.q sHA/I RF OPFRA TED. MAINTAINED -- ---- ___._ ____ -.--I-.--- ...- - ­­ I - 1. - 11 - I � I . . r) . . i SW 1 4 SECTION 29, TO WNSHI P 23 N RANGE 5 E, W. M. A NA -N CIO N Ot- _ •, f+ ' . `, _ ' r •' ..,,p.. - t t - , , - - - .. a.;r€5 C 4 C., yt,.,,T.•.r' >-S . . t r .s . i t r x :f ' I t { ? J ;1 ' ' ' v:. "' - l i,,..'1 .: ;,✓ :E:': y _ l r, \ i .. LLJ r1, -- - -. M VA t ! W 00 N - '. cam✓ TYPE 1 (PRIVATE TE r } CB 103 T E `CB 5 TYPE 1 PRI VATS �'._ STA.. 51+45 11.17 R � ._._ S� i 4. STA. 43+35 ir.17 R O i :fir $�.rr. F. - . RIM t t r i. RIM 381.5z`'- 381.32 12 IE IN 3-E (N) 3 2.19. 1 r �# } / ) . , ■ } 12" 1E IN 3i &P E 378.43 t.a - ( WALL DRAIN ; g12 IE oUT �. " (S) 72.14 y, ? o I ? 1' 12 IE OUT �ff 5:P W 378.43 f r ! `t� ,r , ! p o p P " () CONNECT -TO -CS ¢ f :t S-j'� ::q.,!__/,.r r p °.••' x ' CJV 1' ) M 4 f0a, i p'. p r t"'`1' - •• „- - . , v _ t e t t. u p , f .•.. _ '" 't.,s•• >w •, L.t.,-J ..» 1 ,/' 33 LF 12 LCP P101 p t �O F �b C� ' J. L. .I•va r }, - \ , L CC PER TABLE ON v _. - C .� ( Y •., ;,,,, , �, ♦`' ,>^ti.:, '" \ t. t v ',.., ; � :: _ SHEET C 11 _ .,.,.._ / } } } ti 1 Q `8 r E P.1 `�; 4 ; jj } H i Y 1 OF BEARINGS • :� BASIS } Y i 46 39 1 E .BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS NOS .1866 AND _.... . . � xµ•- / � � / i ) „ � _ ~ \ �'qB \ � � .- 1863. NAD83/91. ~,,\, . t r . f :..: -, ■ _- 32 LF 12 LCPE R6 , J w „ GB 101 TYPE 1: ;PR1 VATS s �` i o `: / \ \ .} o \ `; W VER TI CAL DA TUM STA:., 40+32 0.2,j• ..R.� .�; �, ; � r .: � , ,wLF 1'2." LCPE (P,3) W t I - / t , RIM 36�SF 368.74 �. ,, � � .,.... _ _ CO OL -' ._ _ � � �„ - .; ` � � } EA NA VD 88 PER CITY OF RENTON 1/ER77CAL N7R �✓ " 1 / 12 IE OUT,3b5-5•f (E)36 .J9' F. Y ■ = - f. - - -�-- CB 6' _TYPE 1 PRl VA TE _. ,fit, ` HORIZONTAL DATUM ,..;w. • . \ ,, ,. YP-E-2--48- • 1.V,A•TE ,, �, ,, y ,�. " -x�,. _ .._ _. _ .,. _ _..... _:OB 4 :frFYRE 1 PRl�/ATE+ � � -, / � STA. 43+75 19.50. � --•. „ * * t ,VAULT INLET, RRIVATE , , , ,r M, j,/ �< .....� / ....aM ., �. r s SOLID LOCKING LID „ r _ . 7A: ;42+2 27 i7 r RI -✓$4.1 Y " 1 f fk, t M 384.07 J TA. 40+59 9.82 ; g CB 3 TYPE �;- 48 PRI VA TE _ _ �f I? a , ,. Y : z W NAD 1983/91 PER CITY OF RENTON MONUMENTS f _ �, RIM 37407. w 6 I�,.1N 38i.22 NE f , . 3 STA. 40+64 4.3I R _ .. , _.._ _ , C J .ram mm7 ( 9 ` i ` 12 t& IN 359 69 ( . 59.10. . k AB TA: 41 +70 ` " 1 ` f 1M 368:95( _� : !N 3�3�4 (E) 373.22 .. 12"'IE IN-381.6F (E)381.04._.,.., r j .'� Q ,.4 ::• �. RhwL l 7 : u �- BENCHMARK: t ,. I. O 12"••l�' OUT - d- (l�),373.25 •- •-� 12' IE OUT 38+•6�i� (W)381.0¢ T Y 1 PRIVATE , • � •.• ,, � a. E . ,_ -..... _„ ,_�1.2 JE IN •3�i-�� (E),.,371.27 w. �.._ ' � / CB 2 l3 �. 364:8042 1E IN 36�4 ff9 (W M '� ,` �. .., =. > , \ ' ) 'ti ' '� ` .. � � , - ,� . .. � � � _. _- .' .-•• .• .- „ ``"~.., _ N' " ,a. � . CITY, OF RENTON BENCHMARK N0. 1915 � STA. 40+69' 2.17 R \ ` „ f 12 JE IN 3✓?i.1,9 (N') 371.27 , r �. . 360.4912 JE OUT 3&8 5& (SW) (A. B) m/..., BRASS PIN IN CONCRETE MONUMENT SET IN 2-112" DIAMETER PIPE ,y /; y r ,1^ RIM 36$.68 36841 < ,. „,1'2. IE 'OU.T._ (W)_371.2 59 LF 12'_..LO'PE P4 Yy y" '`, � �> �"` . ,, , 6 JE IN ,365a. 9 .NE• --^ ..:.,...__.-. _-.- �.,w ,.-- ( ) ,- r ,._ ,._ ,.,/ -- -. -`- -. "..„ "S \ � � .,. BEHIND CURB ON WEST SIDE OF BENSON DRIVE SOUTH, DOWN 0.4 /N MONUMENT 6 JE IN 371.68(NE) o _ 2 IE IN 36.5.-69 E 365.66 4\; � `-„ °�,, , ,. � y w„ � ...( �t .....__ .",; _-•••,,.- �; �-'`' rb, t ,.,,_ ,<, ; (1 wCONNECT122 QR WELL 1 CASE ELEVATION 380 86 FEET Q '• > ` `:, • � . h �'`'•;� CONNECT. D 1 DR YWEI L �. I ),, h w OVER LOW f a w. e w OVERFLOiII _ "i / t _ Y CATCH BASIN NOTE.• ' � ' \ "a h } .. ?yy - I - - } J r t • 1 �.,Jl2 "yS` } yam/+ 1. ALL CATCH BASINS ARE VANED GRATES UNLESS OTHERWISE NOTED, - j I { 2. IF DURING C NS UC770N . IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF N.P. ELEV - 376.79 0 7R N.P. 'STA = 42+14.57 ( 1 I THE TYPE 1: CB AND MISALIGNMENT WITH THE CURB, 7HE CITY WILL REQUIRE' PVI STA = 41+64.57 1 I I REMOVAL AND REPLACEMENT OF TYPE I CB WITH LARGER STRUCTURE AND I I i ! 1 ; ADEQUATE KNOCKOUT PVI ELEV = 376.29 , , , � ; A. D�v = 6.24% r II I 16 j f � i � 100.00' vc j 1 i ` 1 i ; - 1 - - - - ----- --- --- ---� - - 390-' - WALLS WALL NOTE. GREATER THAN 4-FEET IN HEIGHT INCLUDING FOOTING HEIGHT REQUIRES A 390 ( , t\ I L.P. ELEV 3, 7,18 I I ) Q ;: In j € EL. P. STA = 42-1153. 64 SEPARATE BUILDING PERMIT. t lPV1 STA 42+73.64 j UTILITY CROSSING NO=TE.. N sq f + 9 'PVI ELEV = 37,7.38 € 1 - A. D. 6.229 I SEE SHEET C25 FOR UTILITY CROSSING TABLE f .�L..._:.. _ .. �` r..._.ZSGe,l1,Ll.,..r.�]d..'.....,..,.rn..-..., _..,.. € ....,, ......................i-....- i' :--.., i - .. wl ? ,�` 1 t - f W - 'ter_- -- i .W i - S •� viNro �` ( g,16 P6) co . Q I A f : � p uCPE 2ji,F 12 I e { [ j LCP jj�Q✓''/ EXISTING GRADE10 oy 1.0 € 12 r AS � 36% 4�� �l �' f I FINISHED GRA E i . (P) .: I j9 3-`" `{- q fq6) i2" LCPE;, E j I CB 5 TYPE 11 PRIVATE I CB 6 TYPE 11 PRIVATE ' 59 LF 1 ! STA. 43+35.'05 11.17' R I STA. 43+7534 19.50' R A nn 1` o RIM 48 Q42 081.32 1 RIM - E384. 07 a AS -BUILT 3 f 12" JE IN (E) 378.43 j 6 /E IN 381.22 (NE) m -- AS �p3) ( I i 12' JE OUT z=-(W) 378.43 12 !E 1N 381-B� (SE) 381.09�: .. 0 5 ' j , Q I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS -- - _ _ .. _ _ _, _C� -._._ _------,----- _ __�._.__w�_._.�___._�.____.;-_ -- --_-�- - 'W 381:0....._..... __ . ._._.,,370,._.-_.._ _,. _ _ 4 �. �70 - =- _ _ CP_ _..__ .. r E i. AS02 BUILT BY D.R. STRONG AND MAY INCLUDE LOCATIONS o I i I 4.1 ELEVA 77ONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, CB 4 .TYPE r PRIVATE I s a : 1 W ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS 'DETERMINED STA. 42+29: 45 2717 I R r ; � V j 1 ; I BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: i RIM 3�-38 376.17 1 ! I Q E 12 10 2018. " 12 It ;lN �3:-3& (E) 373.22 t 12 . JE ,OUT 3- 38 W) 373.25 �- ___.-_-_ .•_...._._.._.__._........_ - 365-.._...... -� �-- j 1 1 CB 3: TYPE 2-48 PRIVATE E ! ! f j r N STA. 41+70.21 31:41 R tp / - R M 3�4.-9Ft 374.97 „ 12 lE IN �-r (E)71.27 \ CB 2 TYPE 1 PRI VAT 12'" lEI IN N 71.27 € 8 O f i s STA. 4 t68.75 32.17` I ; Q z, , 4 0 12' lE` OUT �8 (W 371.27 RIM__ _ . .._.,._..�. _.V:..._..�:.. _.�_w____._ ...._..__ __---------------�- 00 12 JE N 3fr5-+?9 (E) 3 5.66 50 1.74% j . I 1 g 0 3 -4S-LF 12 LCP,E z-B2�- (P1 03) I 12 1E UT 56�E6 N 365.51 a I I 1 j O t ! f � . C8 101 TYPE 1 . PRI VA T) j M O RT I . • � , 28 LF 12 LCPE ©zt-59,� (P2). CB :.103 TYPE I PRI VATS o TA. 40+32.05 ®.25 R - 3 i 1M 368.368. 4 (AB) 2.54 STA. 41+53.40 14.00' L i ; . I � � !' � I ` ' GRAPHIC SCALE lE OUT (E) 3 39 RIM` 4 4.1 375.19 j j ; I ; [ i _ 0 10 20 40 12"� !E IN 47 2. i6 N 372.19 _ ... _...__ _ c.._ - _...._....... ...:..........._ .....-......., .,..«.....,........_..........__.-___:_....-.'_.,.._........._._-...,.....+... ........_..,...... Y^..`.......""..,..."` [ w»----"--'-------,,.-.,.,_._.._,w.._�.-__..._-,«_..+.._ --r „+•....-..._ E......_.-_,_...-..._--..._.._.....r - . _•CGS"- :. 33 LF 12 LCPE © ,PRi/) C8 1 TYP 2-48 PRIVATE 12 IE OUT 4, (S)372.14 I ; r E 1 j ? 1 INCH = 20 FT. (AS) 1 7990 SOLID LOCKING LID ' j I HORIZONTAL STA. 40+ 4.44 4.31 ' R j S 3 i 1 � m RIM 368, 9 ! i ] 1 0 2.5 5. 10 12" 1E IN S 368. ,1 c �g' O ; 0 12"'IE.IN (W)365.66 1 INCH = 5 FT. ------350-_..._.. 2 IE OU-368.36- SW 365.-51 ( ) -. --- I 0 - VERTICAL _.35 _ _. AB� , R. 392216 8 LF 12" LCP�E ®z�9c-BBB (P1 � 1 i I 1 1 ; z 1 � € � i t 3 VAUL T INLET 1 APPROVED FOR CONSTRUCTION CV k` v STA. 40+58.92 9.82' R ` RIM 368.72 I i i I 0) F PARKING LOT i SUBJECT TO ERRORS AND OMISSIONS I 1 12" IE IN (NE)359.10 # 1 I co : -Q BY: DATE: LOco o O h ao o N rn N t� o ai A v co 9 +ci r i 7 �i i o ` I� ca ap QO cp O n <o cp O �o DO ^ rn al) o a� N co M N rn ro C o cp ^ ^ ^ ^ (� h !� n O QJ pp Uj V o BY: DATE: -� o _ _ O 40+00 404-40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 43+60 44+QO RYA -__--_-___ - - _ DATF- m 0 i f? � ��- - - Q pF WASkr � +e3? : i�<<k � D.R. STRONG - _ EYED S � tS� CONSULTING ENGINEERSYLP N DESIGNED: C 12 VVVFking Days Before You Dig g ENGINEERS PLANNERS SURVEYORS OWN: Q11 45232 Y CEN Ut11 V 1 1 Underground Location Center 9 A 620 - 71h AVENUE KIRKLAND, WA 98033 0425.82T.3063 F425.827,2423 - CHECKED: tdA,l z �*s (ID,MT,ND,OR,WA) ANAL ��"� N0. REVISION 8Y DATE APPR APPROVED: 3 CV i CV 0) ! t I , ;R t o' N 'o rn 0 0 I 3 0 rl I C) 4 Q � k 4 v I d, II cl:�' M LQ 0 E .:. o Call Working Days Before You Dig 811 ' Utiliti Underground Location Center (ID,MT,ND,OR,WA) ,Iry �• �.,..- - • , r dam., ' i t e � CB 7 TYPe1-, f'R/ A TE .. _. M STA. 4-1 2, 17` _ RIM 388. Be (AD) i (� . , h • \ , 12" lE IN 365.86 (E) 385.93 I i `b `i 12" lE OUT 065.66 (NW) 45+00 I 1 ..,CB 8;-7`YPE 1 S' PRI VA TE 45+35,,.29.,17' R 95.g fiQ 9 ( .(AB). 12 I OUT- 92.591(W)(A SW 114 SECTION 29.. TOWNSHIP 23 N RANGE 5 E, W.M. RID,, A VANA ' •�I d r / f . r J , 1 .I".",..,,",\ f,„p'bN\., _ .3(:,.._-... -µ .•, ^ ..,i .u"`-• --t\• f it J•^ rt 11 / `; f _ - - ,. _ \ W It i t0ylJ � 00 7WALL RAIN CONNE .T.JTp CB 18L0 10 / I , t/.P. ELEV = 40�.00 H.P. STA = 46+42.29 = # € € € PV1 STA 46+42.40 �PVI ELEV = 40.28 f` ► € �. # € l _,_..., a_ ._._._ _ .. ._.,..m........__-- _,_ M ---#---- �' , ,. ' T = K 4 = 35.00' I ; € i i # € j i # I I I rl• p p I I cil Lo or<Cd\ # # I a- 405 € I EXISTING GRADE � ¢mow..-..,..,.m, ......,_.. .......... .. .,:,..._".___.,,.._m......,...".»a..:,.,.,,, ; # �A.,_.........__m._.,, :". .,„...„. - I I Q Q Lu J l J i -2.0 0 - - ----- - _ LJ42.FINISHED GRAPE 4g2.00 - -- 49g4 B P9� E I �P8) I j # # I j CB 9 TYPE 1 PUBLIC STA. 48+68:36 20.10' . R LOP� ( ? # # j RIM 4e(L: Z8- 400.86 12." lE OUT 6&;?6:P_ f (W)39ZBO I 9 rl { CB 8 TYPE 1 (PRI VA TE # ' ' i 6.1 1 i (P?) i 3 ! STA. 45+35.38 2.17' R RIM 395.59 (AB) # ; _ I # € I 1A,. It IN 392.59 (E)(AB) € 85 g0 LP # _ € # - i OUT 392.5 (W) (AB). i -_ .: - _ _r _..:}_.,W _ � _ € _..___ € �_ , € sew, i __ _ _�_ CB 7 TYPE 11 PRI VA HE ! STA. 44+42 36 29.17' R t ( RIM 388.88 € j € 12 ". IE IN 005.88 (E) J85.931 i � F f € € € € PARK LD PARKING T I i 1 � I C3� g Op o N It N, p Ulf p (o p 047i 0 p � p h O o0 o O 4� O ai "� O y O� N O v� M N o p i O € cp NOD N N N Tvrw 7�JTVV - _ ,g0't(JV 46+40 - BASIS OF BEARINGS: N4639'10'E BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS NOS 1866 AND 1863. NAD83/91. VER TI CAL DATUM NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZONTA DATUM NAO ' 1983/91PER CITY OF RENTON MONUMENTS BENCHMARK - CITY OF REN 0 T N BENCH MARK NO. 1915 BRAS I S PIN IN CONCRETE R TE MONUMENT M SET IN 2- " 12DIAMETER PIPE !E BEHIND CURB ON WEST SIDE OF BENSON DRIVE SOUTH, DOWN 0.4' IN MONUMENT CASE ELEVATION 380.86 FEET. CA TCH BASIN 'NO TE• . : ALL CATCH H 6 SlNS ARE A VANED GRATES UNLESS OH T ERWISE NOTED 2. IF DU RING CONS TRUCTION IT S I FOUND . THAT H T PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1. CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE I CB WI774 LARGER STRUCTURE AND ADEQUATE KNOCKOUT., WALL NOTE.• WALLS GREATER THAN 4-FEET IN HEIGHT.(INCLUDING FOOTING HEIGHT) REQUIRES A SEPARATE BUILDING PERMIT. .UTILITY CROSSING NOTE. SEE SHEET C25 FOR UTILITY CROSSING TABLE AS -,,BUILT "l CER77FY THAT 7HE INFORMA77ON SHOWN HEREON WHICH WAS AS -BUILT BY D.R: STRONG, AND MAY INCLUDE LOCA77ONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECT' EXIS77NG FIELD CONDITIONS AS DETERMINED 8Y ME OR UNDER :MY.DIRECT SUPERVISION ON THIS DATE: 12/10/2018. ,' 392217 APPROVED FOR CONSTRUCTION CV C\l NORTH SUBJECT TO ERRORS AND OMISSIONS M GRAPHIC SCALE 46+80 47+00 0 10 20: 40 BY: DATE: 1 INCH = 20 FT. HORIZONTAL BY: DATE: W .0 25:' 5.' 10 DATE: 1 INCH = 5 FT. VERTICAL BY: DATE: LL1 ALE: I VERTICAL: NAVD . •. ITY AS NOTED HORIZONTAL: NAD ,863/183,,99, O AVA N A RIDGE P U D DATE: � 2. � O. 18 Q ' R E N TON T WEST DRIVEWAY ROAD AND STORM PROFILE- FIELDB°oK° cc Q .. PAGE: ONE INCH f1A'TI I\1 AT FULL SCALE �N1� Vlrl Plannin Buildin Public Works. De t. IF NOT ONE INCH g/ g/ P 10615 SE 172ND ST, RENTON, WA gRAWING NO C17 L Q SCALEACCORDINGLY- C15008868 B15008865 1315008867 SHEET: OF` 17 26 < DRS PROJECT NO. 1508$ vrv— ��, '/r ° e j r ti /, ;l tik ♦ Op.... �� ;e CB 71 TYPE'. f'RIV TE .:. . �'"►e \ ;� STA. 4- 4h ; - 1r7... �� ♦ t \ _.. i 7 e \ , RIM 388.88 (AB) ! 12" lE IN 3e5. ee (E) 386.93 t `z ♦ \ `a ii 12" 1E OUT 365.60 (NW) 45+00 v �'w`` ,�' k`o \' \ '� i' �. /� C 8.1-PYPE 1 PRI VA TE rL44- ST ; 45+35 29.17' R 12 I IN ,3 �2 9 ( ,(AB)95 . ` 1 12" 1 OU T�f 92.59,(W)(A LCP (F 8) 3. ' cqy rn 3 ;cd ' DO gn - ! 4 � pQ O? s -2 !.. C) i SW 1/4 SECTION 29, TOWNSHIP 23 N RANGE 5 E, W.M. A1VA)Z DO# �.....,_415.._.,__r.... I' _ . __� _ I ! � j ! 3 ! m ,. { �.{ { ? I ! 1 j j. i i I.. f � I {Opp {{ ! 1-j.P, PI N.P. ELEV = 40P.00 STA = 46-h42.29 VI STA 46+32 PVI ELEV = 403.28 A. D. = 9. 22,, , 40 � i '..._ ..._.. I it I ? i j ? � 15 , I o o �c' Nt ! Y _m..................-.:.:..:...... ,.m .,,...:..;..-...m.-..-:.........,..........m_...... mm—Mmmm_ ....._.._.�........ ....M.,....m.....m.m„M...........,.::.....,..,.r..µ. ! I ! •� i r r................�.�.._......� t ", ...,_ ,....µ....,"., ,. Q m ,.�.....M»...».., Lw 1♦!"m.....,...m...M.. I � t + ! ! EXISTING GRADE j I ! �,., ff I 11, "V I j !2.4 I ? FINISHED GRADE ( ! - - ----'I I `s i ! ? LAW L1� x ! ! { I i 4 49% i i --------- ---'" {AB) 12" LOPE P9� ! } LF 395 If ! i CB 9 PYPE 1 PUBLIC �g?6 ! ! . ! ! ! I STA. 46-1-68.36 20.10' RIM 488 8- R -. I o (PS) i r I ! 400.86 12" )E OUT —09i &e (W) pzeo I ( ! ? CB 8 TYPE 1 PRI VA TE { 6119� (P1) { { ; ? 3 STA. 45+35.38 2 `l7' .R RIM 395.59 (AB) ! ! ( I i I ( 1�" IE IN 392.59 (E)(AB) ��.. IE OUT 392.59 (W) (AB) _...�..._i �_ .v._____ ___........�,.....�....�...�_.. ._._.____._.:�_._..._� _--------------� .�._....�_�_._ CB 7 TYPE ! 1 PHI VATS STA. 44+421,38 29.17' R ! RIM 388.88 (AB) I 12' 1E IN 3 ,5.-88 (E) 385. 93 j - ! I I ! ! ( ! PARKING LIO T 1 ; cr O O o INN O O O N O O W o) cp O of rn C7 N O +'i al �i Q o ai O O of O Ci O N O hi O N O O ' 44+00 44+40 m o, 0 0 44+80 m 0 i A' JO O F WAS o� D.R. STRUNG s CONSUL. TING ENGINEERS Cal 2 Working Days Before You Dig ENGINEERS PLANNERS SURVEYORS 811 5232 ti 620 - 71h AVENUE KIRKLAND, WA 9g033 cj UGlit s Underground Location Center �'4's Is 0425.827.3063 F425.827.2423 W pD,WT,ND,OR,WA3 ONI • 45+20 45+50 46+UU 46+4U L•d•�>Z%1/�lE.i lIl SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/1991 DATUM IY/'IV I qu-a/..7I rGf\ VI I I VI I\IL/Y IVIY lYIVIYVIYIL/Y I BENCHMARK. CITY OF RENTON BENCHMARK NO. 1915 BRASS PIN IN CONCRETE MONUMENT SET IN 2-112" DIAMETER PIPE BEHIND CURB ON WEST SIDE OF BENSON DRIVE SOUTH, DOWN 0.4' IN MONUMENT . CASE ELEVA RON 380.86 FEET. CATCH BASIN NO TE.� D G SUNLESS OTHERWISE NOTED. 1. ALL CATCH. E'AS/NS ARE VANE RATE 2. IF DURING CONSTRUCTION, I /S FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE VCR AND MISALIGNMENT WITH THE CURB WITHE CITY WILL REQUIRE ,Q. REMOVAL AND REPLACEMENT OF TYPE 1 CB TH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. WALL NOTE.• WALLS GREATER THAN 4—FEET IN HEIGHT (INCLUDING FOOTING HEIGHT) REQUIRES A SEPARATE BUILDING PERMIT. UTILITY CROSSING NOTE. SEE SHEET C25 FOR UTILITY CROSSING TABLE 0 aa1 20 40 1 BY: DATE: r`- 1 INCH = 20 FT. HORIZONTAL BY: DATE: LL 0 2.5 5 10 BY: DATE: 1 INCH = 5 FT. CL VERTICAL BY: DATE: W V CIT ,Y OF AVANA RIDGE PUD DATE: 12.10.18 RENTON EAST/WEST DRIVEWAY ROAD AND STORM PROFILE FIELo6°DI<: PAGE: Q - N DRAWING 0: W Planning/Building/Public Works'. Dept. 10615 SE 172ND ST, RENTON, WA C17 ` Q C 15008868 B 15008866 B 15008867 ' <( SHEE1: OF: 17 26 DRS PROJECT NO.15088 r ci E E :R E r t F €g - - L fr flt ( ,t �i � 4, 1, R , _ . ;: �' ` 1 A✓ ; r.-�is a �:�x s�'sq.,'.. �Es�.€gap i( ' ak g 55 tx ` t F k' d�.t . t`{3f _FfF:S a p l 4 W. E t .. - I, S ;, e�lax��=is,etj:.. �g t �:� cii! fsgs. -• v € s��l Frb€(I6t t a {EE4s a , a i. „E , aseaa.J,_ 9 g•. e � ea. ga t en... e i Et v :as . 1 ID ( g t. t t 3 'i i 5 4 ' , t' I s. 0 I a o 0 � t til m I ` Q c , a a Q , i •3 •' S00, UBL1C� i t ..,x,.., /�� r ' a a,rq. ,t f,�., .,,, ;BEARINGS. ,,. < i BASIS OF >�� :'�«_�� ?eta a �,,.V1J a , ;, i , a . g � E as 5,e t :... 3a.::E , ° 92 L ,. � �. a _.. . . ..� $ G sF-sas�a,n a� .. �a,« -,,,., a#�.-::.. , t. 4 ? : - a,:r, , - t .. - :;,Ya is - 1a#(e_• e_ _ a Y ,<,�_. i } - I II 0 POINTS S 1866 AND >:;' $. ,`• � ! N 639 10 E BETWEEN CITY OF RENTON HORIZONTAL CONTROL !?OlN NO N �a t t t 4 SW 376.99j R a, . .o CB 4 T YPEt. 1 ,PRIVATE , , /CD I D391. LO c a' } 1863. NA 8 _ Sj+86. 7 64.88r L DATUM � ' ! VERTICAL E �<.. , a,m � . 2t , . >.. _ a _ IE IN ct�3 38°(E)373.22 TYPE 1 PRIVAT � ,<. , , I _ : d Y Y[ i b'1 - 4T" i ( ( P �i ,. la r1 ..?... 3 ! 3 iT 3� _ _ , a , , a , , . ,> � 1..m .w VD 8$ PER CITY OF RENTON VERTICAL CON TROL 48.91 11.17. R ,,~a .,�.,.. _„ �,,,-, .. _ ;,�.. , ra,, , 1 , 7. �.3a,l� ��a�4g i,, 1.2 /E OUT 37-:3-33� W 373,25 , •- 5-1 380.45 aa;:•<a �kx �0 1 i t 3�8 (NE) 377.72 w ~� � � �. ` - '� � � r ag � - aA � �, + ,i �, HORIZON TA L DA TUM y y J T 3 9 S 37 . 67 1 " � < ,. , e ,. ,4 r �-48 PRIVATE` U ENTS CB 3 TYPE 2 >; NAD 1983/91 PER CITY OF RENTON MON M STA. 11+70.21=3'.41 R• RIM .3�{-ss 371.s7 ! ., BENCHMARK. t' 12" lE IN E 37J.27 �J7�'�': ( ) C,/ 0. 915 ENC RK 1 ON B HMA N ._, C/ Y OF RENT r 2 /E IN 371.2 1 � rom,O 'BR SS PIN IN CONCRETE ONUMENT SET 1N 2-1 2 DIAMETER PIPE!: A M /. 2 /E UT W 371.2IO + �.. BEHIND CURB ON WEST SIDE OF BENSON DRIVE SOUTH, DOWN 0.4 /N MONUMENT 3 st + ! r CASE ELEVATION = 380.8ti FEET. - ' 2+0© + i 52-150 BASIN . NOTE: r f t ! CA TCH A t r E � 1 ! � (} i l 4 r Ea, S U WISE NOTED. ALL CATCH BASINS .ARE VANED GRATE LESS OTHER N Asa: -,..a, � ., , < > a . � „_ 3 � � ,,. ,�' e� � a e���_ i i r ✓ I t t t. 3 , a 3 33 a g. 'vb i F ANGLES REQUIRE ROTATION O FOUND THAT PIPE A Q CONSTRUCTION, I T 1S FO N .- ' � � �'w ai.;`,:s, •�' ., � - -., 3N v a as : -sa,- � ��- � �,a. ; / _ t _ .. 2. IF DURING N ... , . 1 CITY WILL REQUIRE MISALIGNMENT WITH THE CURB THE Y 1 Q C D M/SALIGNM N W T H ,� ,.� >g��,�„: ;��< r r ,. , J THE TYPE 1 B .AN t "4 a L r 3 `Yi 2 _,.PE P_03 �� > LE I ,� + t i , D i i B WITH LARGER STRUCTURE AN �• � � � W! L ; � t # t I , } v � ! /. REMOVAL AND REPLACEMENT OF TYPE 1 C W ■ y, �:.4 ,` ( !, t t 3ADEQUATE KNOCKOUT. s t 1 �, ; ! / WALL NOTE: O -�' WALLS GREATER THAN 4-FEET .HEIGHT INCLUDING FOOTING HEIGHT REQUIRES ViaFW- 3:., f�;� a-;:.fr_.'�,u .37...,,. a . : >-saa as J j "✓;a' '5"""' ... //. . ' g i � g. � s � a,�? =a � g3 � � �;:� _ ..:_�,,� , s r.:.,.._ � �. <, SEPARATE BUILDING PERMIT ��' '3s,y x<d<, ^ds � .,. ,.Lf � { �.; � / - ' Iyy a '.f� i r .,p€a ., a�ar5 a '�•.,rr;,' ' �, i f J , / J - , J UTILITY CROSSING NOTE: T- ,E 103° TYPE 1 (PR! VA TO .'� SEE SHEET C25 FOR UTILITY CROSSING TABLE 45, 00, 11.17 IT, ' 'ti z �` a Y Y�i;s� �?!r aa:•. f j: F g�` ays € ° {ux'i , 3 v ^; � � . ..,,.......%�`..� .>,.<.....: S,.aII' �. _.> 'SFi EF : 1. ,�° a s. ]. i-{ ,.. -✓ ` _ '.- -. 3�r.19,375.19�. q lE I 3�zi-1v 372.19 -' ✓ � le OUT 3?-2.-16S372.1ME,, -`'"; '3v arx t" al' � a`2 a3 z,,3 -s' � i 3�. � � ° a:t' q,'3 �:�" 4E t � .r✓" 1 I 4 l j' J - f i r 1 e € € i ! ( ! t 1 i 1 i ; s € i , 395 • � .� .,...,MM _M,...,._.. .,.",,.....,__.--______.-,.m.__ ___.._ :::�._m.- __.__._m,.m„_ j q I I : 1 ! I f 1 . ;"_"._. _„ , ...,...mm. _._,._,.m.._m_..,..�..,m,_.. ....,.__ •390 ..:.,M,..�...,m.n.,,.._m _.m,._.._ �,mM_,". �:._o mmm ,.m._€, + I � r P I i L.P. 1ELEV 375.69 I j i L.P STA 51+47 ! o II j PVl .STA = 51+27,0 p o j I i `n FINISHED �9RADE PV! ELEV 375.99 ,m.m_.....m .mm,....,�.n.�..mm...m.m..m� W _ I - 6 Kj Y i E �u {{ jSTING GRADE 40.00' VC I j ---- 1 � o f .46� : 2.84g- _ 2.009 - - _ i - - 1+10 o�11_ 1 --- t : 1 W Q Q 4u n I (ABJ E ' j rntn4L. i NLJ cW I g I 96 LF i C CPE 5 7j%' 1.341' Q W ! : I i �..., j F12"LCPE ' C8 203 TYPE 1 PRI VA TE ! 1.74Z p Zig V E STA. 50+48.91 11.17' ( i (P103) i i z I RIM 3,9}§1 380, 45 1 j E ! 12" IE 1N Jar. (NE) 377.72 12" IE OUT 3 6S (S)377.67 w ,_. ,:_ ,._,,°_mmmmmmmm:;M,. „__„_..,..m.,___m_______.,__�__..m;m�_,._.....mmmmmmw.,.,,..._._.._._..,.w.�.mm..._..__...__�-__�_,.�>..-_.�M„",: ..,...�_m . w,., :.. _ .._....__a..,.. �,_,:..�..mmw...,m-.,.-.�__�.�_..mm.,____ _. 370 __., __.,_ ( 4, TYPE 1 (PRIVATE) CB 3 I TYPE 2-48" VATE i 45 2.82% i CB 103 TYPE 1 PRIVATE STA. S1 f 86.17 64.8' L STA. 1+90.41 5-64'1 I -4+- LF 12" LCPE 03-150 (P303) STA. 51 +45, 00 NJ., R R1M! Fr3fi 376,171 ' RIM 3��#-9. 374.97 j t 12 I IE IN 3�-.36- (F) 373. 2 i RIM 3 ; 375.19 I 12' A IN 3� fe (E) 471.27 12" lE IN 3�P. i (N) 312.19 12 /E OUT 3 39 ?(bV) 12" l IN 8 (N) 71.27 I ........ ---- ! ( i j 3 373.25 3' I 12" IE OUT 3Ai? 16 (S)372.14 12" IE OUT 3-18 (W) 371.27 g Q ' ..w,.,..n ' mmm...w_.....,...,,,....,.....,.... ,.�m,...... 1 m.�wmm.mm»m... ,,.°,m.,,....., i E,..m+m.,..w,a.,.,.e......,..w,., .n....,... 1 .,.,..,._,..,..,..., a n.,..,m..n,..,.,,....,w.,,..............................,.,.,.. ......._,.....,,.,gym. .,."'"'•",�v�n ...,...,..,m^-•+^. ..,.,..,,,,--- i.,:..,,n,,,......w,.....,n,,.,m.,.m+: :..... ..,.. ,:_ . ..:,,.,n .,,.., .Mn., .,, , , i 365 CB 303 TYPE 1 PUBLIC j f02 a STA. 50+ 17. t7 f 9. 92 L C I (AB) 3. 36X LF 12 LCPE C 5.,50% (P3) RIM 352-09 382.'04 ! i I f i 59 LF 12' LCPE @ (P4) CB 2� TYPE 1 I f2" IE OUT SW378.991k i' 1 i { i ��S- ( ) ; j ; STA. ,51 +91.17 95.83�` R ! ; RIM 168-69 368.41 k I F i 12" /6' IN 3�9 (E i365.66 DR 12" WAY )? 12' ' lE OUT 365 90 0365.51 i r7 ^ io M N °j o0 �_ QO 1_: �• °� t\ � � M MaOj M k^j r7 M r7 M r7 r� r7 sn� nn 50a-4o 50+80 51+20 51+60 52+00 52+40 52+80 v . , R. STRONG CONSULTING ENGINEERS all 2 Working Days Before You D c�� : Ig ,.� � � � � ENGINEERS PLANNERS SURVEYORS 811 << g �, 41��„ �" ,� 5z32� m - " 620 - 7th AVENUE KIRKLAND, WA 98033 ilitie8 Underground Location Center R {� 0425.827.3063 F425,827°2423 z (ID,MT,ND,OR,WA) AL ��ji i w, ., 7_­_..___­_,___ ­_­­ ... ­ ­­.. - ­ I � . I , . � . � �[:11.....�, I 1� 11 . I .. I I . I . I F.,. � � . . . . I 1, �� :, � I " I . � I . . 111- . . I 1. I I I . I �� I I . I � . I ::, � . I , , - - - - ______ . I I . � I . I I � . , . I . � I * . I : I . I � I I . I I . � . � . .1 . I I . . I . I d; I � I I � .. . . I I I � . . . � .1 . � . I . . . I I :1 I . � S W 114 SEC TION 29 TO WNSHIP 2J N RANGE 5 E I- I � I � I .s W. M. � � I . � I . . I I 1. . � . � � . I . ..� � I . I . I � . . . � I � I I . � � . I I I � I N I I A NA R, ID I I . � I� � I N 1� ----__ .1 � m �, . � � 1. I 11, . � � I . . . . I il . - ! co I _____1 . 1. ... I � I I . 1 -48" (PUBLIC), . 1p � . � . I � . 1. I i� , I t�t, . . .. . . . . C13 15, TYPE 2 � � I . I i EXI S TING CB . . I . I . I � . I I I � I ; I SOLID LOCKING LID ,)I,[ ! . � . . I I �P C) `-� , 4 � ----_,. . � - 31�66.11 28. 1 � . I , ,b, � . . P'. gr_ . I 11 " 8) . . � I 1, - __ . 'i , - � ,� ----_ I . CH 1 I- TYPE 1 (PUBLIC) � STA. 3J+51.91, 7.83' L . I I I I RIM ,376.68 (AB) � � . . � . . � "I i4"ti", , ,% . _46.17z 376. 10 I � . l� v� , . I _Ro EIR , . . I . I I I � � I t ------ _� I RIM 47 . � �� 1 1 1 � . I I . . I P I - � ��i������,�i�,�,-,!�,�,i;.�L'.��, lt�,.._ , � � �: \ I /. 12" IN 374.42 (E)(�B) . . I ., I CB 14, TYPE 2--4--&, (PUBLIC) . I I I STA. 31+71.16 17.17' R EX 12" 1E IN z��.:5�- (NE),J11.51`11) I I I . - I . . ; ��h . . . . I � . � . � i: I . . . . � . .1: I (-) I . SOLID LOCKING LID --.-, � 111111-1 - , u � pl%ftl i I I ____ RIM 363.34 (AB) � 1 12" IE IN z369.5�- (E) 369.50 1 � � 1. 1 1 I 12 " IN 374 38 (N) (AB) . . ...� . . . I BASIS OF. BEARINGS. . . � � � . __ � . ��_ � , I 1 1 I 2 (S W) (A 8) I I � � � . � I . � I � � , I � I I I . . I 00 . I '-< STA. ,31+24.09 12-33- R -, ' � W , . _____ - 1E OU T z369.,9;- (W). J69. 03 " i 1 12" OUT ,374.4 . I ___w� I - I . � , �, � ti: W lNN 2 � Z:�- ,� . . 12 " 1E OUT :36& :34 (S) J61.04 1 18 'I I I -- _ G f � N46'39'10"E BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS NOS. 1866 AND . �, ..- . . � I-- ---,�w 06ig.14 360-08 '), -1 ­,1 . . . � . k I �_1__1_______:_-=======0p ­ -.-T--_-_----- 41; ­� - - ­ � _ � I I I I I I ___� . - , I-_._- OP - I . I I � (D - �_M_.­_ I -_ - I . q .1 _1_: - , - � -- - �,__. - - - - - - � I A -.-- ­,; ,--- -- I I I . . ­­ - 0 - -.---..-.-- ()-I T , . I - .�" )� ... V--.---* _". - op-1- ,..--,---.- �: - - - - . W'ft " I � ­��., _______z. - . v I I . . 'l _l�y I ­.- . - � . , , " t". -1 __ __ I 1 1863. NAD83191. . I 00, � �-4' � _1 1� i - - . . - I .. I I . I 18--1E,A4 353-00 (E)(AB) �,� I , I:-- _1� I .\,-c I - - - ­ - ­­. I C - - 7 - . - I - I I I g'llw� - - : ___pl� I . - " - __ __ ,--- ­.�­ I �, .1, - ------ Z_ - - ,. [_ - - I - C It - I _­ 6 � ��___ �1. l-MIUM-1 I '�� �. � . 1 12 " IE . (3) z 10 k � - I,- 1� -1 . � - __w�_ Joc -0-t I .1 _11�11­__ -- � ,__,_�10 - 4 � . 7�__ " - I r 4ga,mg: mg VER T1 CAL DA TUM . . I 00 ,, . . 1; -- � ­7 C . . " I ,;"". 1 v ",_ �g­ F � . I I , 11 - := - - ...- ll - k1:T I i -,, - -1 _16 r� 1 , � I . . . I I � "I .����� // - - � ij � .. - . . . . 1. . � . . I -/" I _1 ',.� "IF 11 , , I" lw � . ­ 7 0 ( A �_- - � , I 11 � �i - g4 �_ � . I I (=) : ; 18" 1E OUT 3 8)1 - , . - - __ - - I 41, 0 � � - , = - ��- = = :-_-�-_,,l�^­,> �,�. I � !� I - 1-­Wmt1,,l1k � I � - - .", I ­­ C ; 1��6, aggl , 7MA NA VD 88 PER CITY OF RENTON VERTICAL CONTROL . � I l �� 0 � . . � I - - - - ' ' '� -gpmgim -It , " .... . . .. t� I ,� "I - g ­ ill - �,Ipj!jnqmm . I I . � I � 0- ".0.1 4 I � - ., ,mr "I I - F ""', . . i,_`��' - . . � . __ - , - _` - �_ T .. I ....- 1 (� ---! 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I � , . .1 � N (OR g�. PLAN 200.30 I T� �. .11 - ­ - I, . , li_,L_� � "--.-- I-- I � � = - I . I .."_ ­­ ­11 i . I 4 1. ALL CATCH BASINS ARE VANED, GRATES UNLESS OTHERWISE N07ED. I . � ­. I ST ,e 11 11 , j . I � � 1 1� I L) /,/ _� . I 11- -,(" . ­_ . I . I I . . �� " -,�� - - _.- , ­�­ , __ . - *. - - 1. �.. � � < � . 1� I I ,,�� �,�'11 "-I I ,...*. 4,.. ..,, .... 11 t;- - I ==_______ " __ � � I .; ,�\ ",-:. �4` . . . 01 / � i I / 1 2. IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTA 77ON OF � . ''I 5 . . � I I . : .. . - -, 1, . . i , . I . . - . � � I ' '\ " �s - I � � - , . ..... ­_ ,_ ��=-- _===- -­ . � . 4 . -4 1; 1\ I I " . . . ; ! . : . N N,�, ., q I;, . , - __ � =�, , 4- �: I r I . I 1. 4 - . I 7HE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, 7HE CITY WLL REQUIRE I _. � . . . � I RIM i6b."01, ,\,', I I I , . - ��_-_= :=== % I I I. . � , . I . � .. . . I . I � � o . - 1. r ... "4 i . I . I � . -�, ___'_===r __ - " I I I . .. , - - --- A . 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I'D 7 TYPE L I . ; . - " ". 1�. ... . . . '' .,-.-- 11 . � . I I I � . � . I;j I.. VA TE / I i 1, \ . I . . . .... .. e . I . I . . I . I . I . " 11 ) , I 00 I i�. 1. � - "I .. , 11 " I t \ . - _�� )2.,�2_,2_ '9' A I . , I .� .. .. .4. . . . I.' � - . SEPARATE BUILDING PERMIT � �: . . .� . I . I I ... .. � ,'� 1� , 11 N - - - ,,f-- ____ . ,--- I 5 TA. ,,32+ ( -Q,b . L L - - / I I � w . \ 1, I 11* . � � . . I . �, , I . . .1 I I . 1. ,\:2 n ll I . � "' � . - � \ ..: I � .­ . , . . . %. I 1. I I � 10 , , .1 � . , � 0 0 �) �, I � I N , . . I .­ . . :- I .. . . 4 * I � � A I �1. � I . I" --- I . . . . . � . 1, m , I � � I I \l, I " I �,. I lt� < Pud YU I - RIM ,060� �'6 361'34 ., - .. �. � 4 .1 � -4 :.k4 , * ­ � A. 11. - . ILITY CROSSING NOTE: C . _ L ,_ � , . pu t . - I % X I 'Ill . . . . � I � \1 . 1. : , " ,. 1, . � .,-. : A , � . * -S � � , I . .UT I I I �_ I � , . � . % .. . �. . -1 1 . D . I 11, .\ , I ,.>f � � . I I 1, I _J� � - �, --- I - __­ � I . � 11",\ ,I � I - _v - - - � I . . - I . 11. I .11 _ ,- . ­- . . . . � . . DRAINAGE . -�, j 12 " �E OU � Z359. eig 3 ­_1 " - . . � �. , ��v __ - . 0 � � I . �­ I . . "I , � � I '�� ,� - - � � - -11, ,,� - -, . - N . I . I 'I'15,12"',@ � ,��, I . - , ��_� @ SEE SHEET C25 FOR UTILITY CROSSING TABLE I . "'�, (- �- � . � , \ I ,� IN "I'MT4 � . "" .\ \ Urvil./ � �� -) I . I , . .. " . 12"ItE IN z359.e (N) � I - � � , , � . . �, , . ..jj M"flit"Im _4� - , .1 IN J,% � � � . . . / , - - \1 - 1� . - 15 ,; I - I.- � . .. . . I '. �_ � . I . I.- , .". � 11,� �, . � I � . - . : . . . I 1-1 "Ik, - N­� A�' 4. 4 , 1 `&, - I � * '-J-/ - � _,�� . .I., . � ­ --..- .. . � _�F_ 0­1-,�­ 41 ; . I - . .1. � I � . 1-1-1 . I , I I I , . - . . I EA SEMEN T . \% * - - I . 11 - ,0 - . : . � ­ 'I-, ", . \ 1 \4 1 \ - ­ ­. . . . . . . i . I I .11 I \ . I � � ! � . . � .. �, . ­ __._ � 41, ""i � � � I I . � - I . , ITI ��6t',, 'i P'E jj L I � , " - I I I . � � � . 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I I I . I I 1 I � - . 11 11 � I : RENTON . I . �.. I I . . . I . �AGE: . < I . - L . . 11 DRAWN; . - . CEN . .1 . I ONE INCH 11 DATUM . . I . I . � I . � . I I , 1. DRA,WING NO: . � , . '�.. . . z I I . . . . I I I . . � I - - I CHECKED: . . " __1 I Ai FULL SCALE . I I . � �. Planning/Building/Public Works De'pt. . . . 10615 SE 172ND ST RENTORWA I . . . . C19 q . < 11 : I I - � . . � I - . IF NOT ONE INCH SCALE ACCORDINGLY � . . I . I . . . . . . I I . I � � � : - . I I I REVISION 54 I I . I I BY DATE APPR APPROVED: MAJ I I I 11 .1 � . I I I I � I I . . . . I . . I 1 .1 . I I . . I �. . , �C15008868 B15008865 B15008867 . . I I . I . I � . � I - - SHEET. OF 4. 11 _19 _*26 � I ., . . �. , . . . � . . . � I I . . I 11 I . I . . . . . I . . . . I I I . . I . . I I . . I I I I . . I I I . � ­ ­­ ­1­1 I ­ ­ I - . -_..._.......__._ . I - - � 11 11 .I.. I �, . � . 91 � - � . .. . .. . I 11 . . . . - . . . . . I . I . . I I . . I I . I . I I . . . . I . I I � I I . � I � . I . I . . I � I . � ­ . - I I I 11.11, I:- I - - - 1. 1. 1. I I I - ­­­ ...... . . -­­... , - . I .1 . 1. � -1 . 1. - � . � I . - .. I I I � I � � � . . .. DRS PROJECT NO.15088 I � � I .... ­.. 1- I . . I I . . . ... I I � , -, I . . . . . . . . . . I .. � . . I . � . . . . . � . - I I . . I - ­ _. � . 1-1 . . - .11 . I . . . ' . - i 11 � . . ,:. � .1 ... . I I .11 . ... . . � . I . . . . I., . . . . . I . . . . . . .. . . I . , . I . � . . . - --- _;____..._.1 ­_­11-1 L £ E N CB 16 TYPE 2-48" PUBLIC SOLID LOCKING LID STA. 35+63.84 16,23' L E; RIM 39f.:Fr? 391.02 Ci 12 IE IN 488. e,9 (SE) 387.77 12 IE OUT-388-86 (W)38Z77 - - - W Ja._ n k,. 8 6. J a� s t: i. 4 c� k -m t. R F c CE � � J d S e $SS a c , a r R 5 a a , C b €.t f F B dt. � k g „F.s E€ EP : e J f z qqFF FEkE � Y 3 i £E 84 &a { P € �I rr a �s 55 g 4s 6, € E [ yy g t k � t e. £ gg _ ( B .,... .... ,... .s•. : ERE.., l;as.,>.>... S`'. V� "r i ,u.. ,......s .':�eJ� .... f^ EJ x?. b 5R . e ax� G g. a 85 [S $ E• 3 5k €±. . £ SP B •1'.. S8 3 f $4 gg e k 33gg 5 zFttfs �qE � � E ir' 4s 4 tk B 1 f ZZ kgg i a r Xs s .uFik I L Z S E--�--- Q1 , a r - - - _ 5 _._..:..._ — k - 1• 0 1� Q SW 114 SECTION 29, TOWNSHIP 23 N RANGE 5 E, W.M. AV ANA i . lDlat - i LF 12 LCPE P16 - W _ _mow._,«..___ .«_ _......._.,.—_, �. . � t. ``,^�,. "---�. ,.f 'y:..._«. -. ,. ..Mw... �'«`,,,� «.-a — ' _-r" "�Jir"" ."�'ir._--- � —� TI/r�," ,�lir`_" �riJ'r� lllr._....«...__...«.._.�...-«---�lrf aT/r•r.�•-"-------,- _rr7y, ".`"`"._'ry77r '� !I i f •�., x>� - OF ms; a � , t f 79.81 3. 2 L � � � � / STA. 37+ 5 ems•° s � ti' .«..,.«..... (J �e 1� \ t � t i , �._�,._...�...,>«,_« CONNECTTO EXISTING CURB t 1 STA. 36+ �0 77, 2: 30'�` GUTTER AN L, O, D SID WALK e " CONNECT TD EXISTING CUR E ti t .. .. k s S .e��I. S DE ALK D I GUTTER A Ft i, N W t €fit' �_ , w f t r"; �..a 3 .l B ��'a e, i $ 4' 00 e. E 4 Ha i. B ,, .. ,6...-...:.� :,. '•�.. ,. \7 =n : >,_ rz•+� is `` e R � ,�>� t£,E. , 5 i'.' •W E Rk E YE>F§. a. E`x.R3 '3>,6 > g ,C. a E @, ...: .. ......__... F >4 *rye 3 k E £ E 6 4 Xn @ r •0 sis / 4 , I MR— ,t —1 �aw�Y t b,. p j EE F S i 5 `gym F x 5 ..qq i E 3, s sf E Y �i k } 4 M f C.s.i.. ix•S:« Y c EXISTWO CB TYPE A " 3 d f aE E 3 6 1 2.06 L y+ 36+73.5 A9 � yy S r E k q 39 4 B 't RIM A ...y.. e... *` .E Rim .. lc i f a P g Sr. } f r z, , € $ e[y E I FB .82 E J ! 392 8 E J s,.<6=, n.. t� � k s t i Rk kEE,s..... ✓ a u 12 IN 390.80 (S) AB i a 4 I i z � I 6 W J .. T 390.7 1 ..� . i S a f a • a I 4 - 4. t 1 •t f 1 i. i i i i i « J EXISTING GRA E Oi/ER �-- E I5TING GRADE DITCH ALONG VORTH -- ""T--- _--- i SIDE OF ROAD --- r- ..... ,.. ...." ......_....._.._ ". ............—�.._..._..._.....__. ....«_.... '- _ ""— �.—'.`.•._...•.:.....�_• — •._.mow««._."...... --«—+—. �""'•"'"„"" — i -- ----- - .r__. _ 54 (AB) (P 17) ' --I 102 LF 12' LCPE ©.30q " BASIS OF BEARINGS: N46 39'10"E BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS NOS. 1866 AND 1863> NAD83/91, VER T1 CAL DA TUM` I NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZONTAL DA TUM D 91 PER CITY F RENTON RE MONUMENTS NAD 1983/ BENCHMARK: co CITY OF RENTON BENCHMARK NO. 1915 (� N 2-1 2 BRASS PIN IN CONCRETEMONUMENT SET I A / DIAMETER PIPE DRIVE SOUTH I BEHIND CURB ON WEST SIDE OF BENSON DOWN 0, 4! IN MONUMENT- CASE ELEVATION 380.86 J40+.08 FEET Lo TE: H BASIN NOTE. CATCH r I (/ ) S UNLESS VANED GRATE N BASINS ARE VA L ALL CA A N 1 H OTHERWISE NOTED. F DURING 2 / CONSTRUCTION, IT IS FOUND THAT PIPE AND P ANGLES REQUIRE ROTATION OF THE TYPE 1 CB CURB THE CITY WILL MISALIGNMENT WITH THE I E REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB R Q R - AND ADE UA1E ' 1 LARGER STRUCTURE Q KNOCKOUT W TH r 1 WALL NOTE. WALLS GREATER THAN 4-FEET /N HEIGHT (INCLUDING FOOTING HEIGHT) REQUIRES A SEPARATE BUILDING PERMIT T CROSSING NOTE: UTILITY Q SEE SHEET C25 FOR U77LITY CROSSING TABLE _. �. 00, 0 i 0 t _ - 4.15Lo 1 T t _ f J ___..___-_. 40 1 L /vim' - `' J - .. - .. ._.,••,n.. ' i ,t f f i.+ � i.. � •„^`� -v \ 'r _. ,.. ;�;: €Fg• -; �., .. �.� r,,, '. .e i•'°}.:.; i" � -�:r F # 3 1' l i WI I ' € T i€ ` i t f .` •«:� f . � � sou t• S J E T fi. l �¢. 1 it F � t k t CB 17A T ?'PE � 2- 48 " PUBLIC a l n > €E s e 4�.g `€'s` s p aSspilr QQE [,s!€ € € ; ..r g , ...� . . . E R. 1 n. p 3 4R YS, PR ith[5�..4 gg REPLACE EX. .TYPE .1 CB ,� `?c ...,_, , � g_ .- .,.-°. ,�4 € 0• G S STA. 23199.9 , 18.06',L r;.< ` � t t t a� RIM 396.i�'9- 1 • H R1 396.24 ` \ a, G .0 S '1 ..x. IN. 11 \ R EX. 2 S EN / " Fz�z F 1 c G P z e':eeE. ..GF,.42.4EErse:.� 18" IE 1N NE ? i I , 1 �" Ly z d 18 I \ '� E OUT 33#-�6- SW ` 0 91.47 3 ( ) r i �. 1 � 18',' LOPE OUTLET � s ((-` r STA. 23k,21.97 74 7 \RIM 3,935i�lll � •�= �- � ' - r ,< 4 L h '1 s 18 /E IN 399-3 NE) 390.21 \ j 1 w .. I • yJ r. Zw r r ✓ i ti l P18) f„ „v V• 3 v F' _ $n ^A 1 --- Q J nLF i - m•__ 77GO M 9 PE 1(PUBLIC STA. 24+66.88, 21.17' L = 20 LF 30o RIM-488-,� 400.86 I D -- 7w FZDA STEfEL CASING {' G k 2" U N` I 1 /E o r �s�: s�• w t ' O 397 8 BE N . 0 t 2 f f x� 4 a i' i 3: a h .. Lo .. � ^ I I 0 0 -Q i O 5, m 'r ;y r ,r . r \ r .00 r""`l.. '`ate i ..t •r / h��rr n Y l 'r 00 (3: { �V .. d W . d f 3i � � f 1 _ F IS Pr� AS0 • BEARINGS: i J r r f G , . �.. N46 39r 10 rE BETWEEN C!TY OF RENTON HORIZONT AL CONTROL O/NTS P NOS: 1866 AND q e ✓ \ Y^ � i, 18¢3. NA083/91. P , \ rr 4: ry Pp • vE ,,. �._ .... r a -� r-�'"• R T l CA DA-TUM. i 1 � s F I u t. NA VD 88 �PER CITY OF RENTON R R NT .VERTICAL CONTROL" 2 r• r .sat, `4 - J HORIZON TA DA TUM _ 7 '✓ ` r .•„.ram , a,, *-,.w ..,...n.. rV •" .r �.'`^' w....-�=--- ^' ". _ NAD 1983.91 PER _ . ;�' / R CITY OF RENTON MONUMENTS � •,<_. °`, , ,. . •. ;� y'' , ,.- F CB 20 TYPE 2 4 _M .. � �PUBLl.G , r ' r c r ' SOLID LOCKING ... r � KING ID .i L BENCHM a i AR . Y O .•• - STA. 26t40.35 41.14' .. �. r - 1k0� RIM Oe&-85-408.84 L CITY OF RENTON BENCHMARK NO. 1915 E r, T90 06 BRASS - :. • ' , • • , , .. , ,. �- � ,,. 20 _X. -FS-- lE IN �-�- (NE) 398.25 , . A PIN IN CONCRETE MONUMENT. SET IN 2 1/2 DIAMETER PIPE ���-. :..• � �,•� •' ,. �;, .-'�`-'.,.�'"` �.�- 18,• lE OUT 398.85 (SW)398.22 BE WEST SIDE ! SOUTH, DOWN. 0♦4 IN MONUMENTH/ND CURB ON WE DE OF BENSON DRIVE P . ' ' ' � � � � ✓,,;,,,,, F CASE ELEVA 710N - 380.86 FEET. f „ f AB r i8 LF 16 LCPE ( P20) CATCH BASIN .NOTE. w._..r ._.._ ! 1, ALL CATCH BASINS ARE VANED GRATES UNLESS OTHERWISE NOTED, �I r z 2 /F DURING. CONSTRUCTION, N TRUCTION I T S - l FOUND THAT PIPE T P E ANGLES ! A REQUIRE RO TA T10N OF C8 19 TYPE EQ r. 2 48. PUBLIC _ z THE TYPE CB - `.; SOLID LOCKING LID P 7 AND MISALIGNMENT WITH THE CURB .THE CITY- WILL REQUIRE- <� CB 18 TYPE 2-48 PUBLIC REMOVAL AN REPLACEMENT - STA. 26f23.12 43.16 D OF TYPE 1 GB WITH LARGER STRUCTURE AND i _ SOLID LQCKI;NG LID L ADEQUATE KNOCKOUT: 5+00 STA. 25+2A50 42.07' L RIM 4en66 40Z64 0 2�. r RIM - O e4-41 404.24 EX. 12 " !E IP! - 368 9 (NW) 398.64 _ f WALL NOTE: 6" lE IN 398.6.4 18 `' /E IN 398:-69 (NE) 398.04 � L WALLS GRE TER THAN L:C).. 18 JE IN 3• (NE) 397.24 18 /E OUT 398:-69- SW 398.04 A 4 FEET /N HEIGHT (INCLUDING FOOTING HEIGHT) REQUIRES A O SEPARATE BUILDING PERMIT. r . r 18"-JE, OUT (SW) 397.24 Q t r: F UTILITY CROSSING NOTE.• f (2) SEE SHEET-C25 FOR UTILITY CROSSING TABLE -� V I W PIPE ALLOWANCES MAXIMUM PIPS MATERIAL INSIDE DIAMSTSR REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 16' CPSSP* 12' (STD. SPEC. 9-05.20) SOLID WALL PVC 16° (STD. SPEC. MS.12(1)) PROFILE WALL PVC 16' (STD, SPEC. 9416.12(2)) I i PIPE 0, 0. �. 1' - 0 1' - 0 MIN MIN I END CAP OR PLUG FLOW TO SECOND CLEAN OUT WYE FROM DISPERSAL TRENCH PIPE „ IF NECESSARY r M1N 6 PERFORATED I NOTCHED PIPE LAID FLAT LEVEL GRADE BOARD TYPE I CB WI SOLID COVER 2" X 2" NOTCHES + ' 18" O.C. A (LO CKING) TYPE ! CB W/SOLID COVER 25150' M SW 1/4 SECTION 29, TOWNSHIP 23 N RANGE 5 E, W.M. _ A VAM RIDGE NOTE., ALL THROUGH CURB INLETS MUST HAVE BI-DIRECTIONTAL r.RA TFC' CATCH BASIN FRAME AND VANED ORATE (DETAIL 204,00) HANDHOLD 3 RECTANOULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION v GROUT, TYPICAL (SEE NOTE 5) FLATSLABTOP �! o xr a• ao• tr,a4•ottea• a MORTAR (TYP.) STEPS OR LADDER �o FILLET `a � � 't�! `\ N RErRFORpNO e7EFi (rYP.) - GRAVEL ty , BACMLL FOR D'E Za I PNESWUNGBgOpNO ail SEPARATE BASE INTEGRALSABE CAST -IN -PLACE PRECAST WITH RISER - - +r • .i.. DRAWL BACKRLL FOR M= PIPE TARE a -- SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS - BASE REINFORCING STEEL, tn'Irt. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48' 4' 1' 36' 8' 0.23 1- 0.16 84' 4.8' B• 42' 8' 0.19 0.10 60, b' 8' 48, 8" 0.26 0.2E 72' Ir 8' I 60• 12' 0.35 0.24 84• 8' 12' 72• 12, 0.30 0.29 98' 8' 12' 1 e4- - 12' 0.39 0.29 NOTES 1. No steps are required when height Is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be Installed with the flange down. . The frame may be cast Into the adjustment section. 4. Knockouts shall have a wall thickness of 2' minimum to 2,6" maximum. Provide a 1.5' minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Installed, fill the gap with joint mortar In accordance with Standard Specification 9-04.3. 5• All grade rings, risers, and castings shall be set in mortar In accordance with PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER BASINE247 ALL ,£,�� CP93P SOLID WALL PVC(2)PVC PROFILE WALL (1) 48• -30' 24' 27" 30" 04' 30. - 36• 30• 27' 36' eo" 3e' 42' 36' 36" 42- 72' 42' 54' 42' 36' - 4W B, 64' $B• 1 4e 98• wr 72' ew 36• 48' Standard Specification 9-04.3. + coaugeted Polyethylene Storm p•wor Pipe (Sid. Spec. 9.06.20) lam. spec. M6.12(2)) + �o PUBLIC WORKS CATCH BASIN TYPE 2 STD. PLAN - 201.00 + DEPARTMENT MARCH 2O08 INFLUENT PIPE (MAX DESIGN N ', FLOW <0.5- CFS PER TRENCH) CLEAN OUT WYE o, FROM .PIPE o FLOW TO OTHER BRANCHING CBS AS NECESSARY PLAN N TS od to GAL VA PIPE O.D. o- BOL IS 1' - 0 - 7' 0 a MIN M1N MAX *20q M I 18" O.C. r7 A r r m Q ' PRESSURE TREATED GRADE \\\\\\ .; \/\/\/\ // // /\ 2" GRADE c o BOARD / \ \ \ \ \ \ \ /, / � BOARD NOTCHES cl- " o ' , M1N 6 PERFORATED PIPE LAID FLAT NO "� 4" X 4" SUPPORT POST CLEAN (<59 FINES) 1, THIS TRENCH SHALL BE CONSTRUCTED TO PREVENT Uq" - 1" WASHED POINT DISCHARGE AND/OR EROSION. .^,'• y, ROCK 2. TRENCHES MAY BE PLACED NO CLOSER THAN 50 z tO ° /\\\/\� FEET TO ONE ANOTHER 100 FEET ALONG FLOWLINE . j\\\j\� 3. TRENCH AND GRADE BOARD MUST BE LEVEL. ALIGN Q �\/�//�\�• TO FOLLOW CONTOURS OF SITE. FILTER FABRIC 4. SUPPORT POST SPACING AS REQUIRED BY SOIL CONDITIONS TO ENSURE GRADE BOARD REMAINS c *151'.' MAX FOR FLOW SECTION A -A LEVEL, o CONTROL/WATER QUALITY NTS 0 TREATMENT IN RURAL AREAS 00 VISPERSAL TRENCH DETAIL I' o 1 ER CITY OF RENTON STANDARD PLAN 224.00 NTS N As t D.R. STRONG C l) x C CONSUL TING ENGINEERS a� World Days Before You Di � Y g , r .. �, ENGINEERS PLANNERS SURVEYORS 811 LINK! Underground Location Center 11 5232� cis rsT 620 - 7th AVENUE KIRKLAND, WA 98033 ,. z (ID MT rND r0RWA N • 0425.827.3063 F425.827.2423 W SEE NOTI FRAME DBTAIL SECTION O CATCH BASIN =7' > (®0.69•) - 29'MIN. -3' 1'MIN. 20114' (=0,261 TYP. - Of SEE NOTE 4 -. �(ryP,) �34" (YNDE SIDE) CATCH BASIN TYPE 1 SEE NOTE 2 (TYP.) Y: ' _ = 40' (WIDE SIDE) •CATCH BASIN TYPE 11. 0 L SEE NOTE 1 TOP VIEW SECTION O FRAME DETAIL NOTES 1. The asymmetry of the Combinadon Inlet shall be considered when calculating the offset distance for the catch basin. See SECTION A. 2. The dimensions of the Frame and Hood may vary slightly among dif- ferent manufacturers. The Frame may have cast features Intended CURB OR CURB AND GUTTER to support a grate guard. Hood units shall mount outside of the MATCH TOP of HOOD Frame. The methods for fastening the Safety Bar I Debris Guard Rod TO TOP of CURB (rYPJ / to the Hood may vary. The Hood may include casting lugs. The top of the Hood may be cast with a pattern. Hoop 3, Attach the Hood to the frame with two 3/4" x 2' hex head bolts, nuts, pp�or II4 s7'ALL and oversize washers. The washers shall have diameters adequate BAFETYBARIDEBRISGUARD to assure full bearing across the slots. 20'x 241VANED ORATE 4. When bolt -down grates are specified In the contract, provide two FRAME holes In the frame that are vertically aligned with the grate slots. Tap each hole to accept a 618" x -11 NC x 2' alien head cap screw. Location of bolt -down holes varles among different manufacturers. See BOLT- DOWN DETAIL 6. Only ductile iron Vaned Grates shall be used. a. This plan Is Intended to show the Installation details of a manufao- tured product. It Is not the Intent of this plan to show the specific ISOMETRICVIEW details necessary to fabricate the castings shown on this drawing. 0 n 0 PUBLIC WORKS 'OPEN CURB FACE SM. PLAN - 203.00 -1� DEPARTMENT (FRAME AND GRATE INSTALLATION DETAIL MARCH 2O08 ss .'.. E ., fi 1 te�" _ �r E1 fi a ^sue'. - `a 8 srr � �,{ �... � xk .9 s. ... � e 5 k �a � � a� 8 P 1 H. r r C:....,(. Lb x�.e .E fs I it..a<u.,: YN, 6a' ..,.._z'.w , . i3..8, :..a...". 3 , t, a a . < � c �,,.,, .: , ee a., r�,�o:... . , ,n 6.F .: .n� .,.�,..,<:. REQUIRED PROTECTIOU Discharge Velocity at basign Flow (fps) Greater Less than Minitn-urn Diniensions(l) than or actual to Tyne Thickness Width; Length Height 0 5 Rock tiningt) -1 foot Diameter 8 feet Crown + 6 feet or -I toot 4 x diameter, whichever is greater i t0 Ri raf3 2 feet Diameter 12 feet Crown 6 feet Or + 1 foot or 4 x diameter, 3 x diameter, ',whichever is whichever is greater greater I0 20 Gabion As required AS required As required Crown outfali + :1 foot 20 NIA Engineered energy dissipater required i t) Thew sizes ': .� r , a_vUnl� that erosion 13 dominated by outfal! energy. In many cases sizing will be governed I7 conditions in th cocci . ge receiving vdat;{r... Yg s (1# Rocky lining shall he quarn1 spalls-with gradation as follows - Passing 8-inch square sieve: '100% Passing 3-inch s.quare Sieve: 40 to 6D/nTa;tirtTlrrn Passing q mI14,inch square sieve: D to '10% axir ium Riprap halt be reasonaEaly well graded 1dItIY gfa[tt3ti4n a0 follows: Maxinium stone size: 24 inches (nominal diameter) Median Stone size: 16 incheu Minimum sloth; Size: 4 inches Note.. Rlprap sizing governed by side slopes on outlet channel is assumod to be approxihiately 3 f. OUTFALL PROTECTION SIZING AS -BUILT NO AS-BUIL T INFORMA 77ON ON THIS SHEET T. I CER77FY THAT THE INFORMA 77ON SHOWN HEREON WHICH WAS AS -BUILT BY D,R. S7RONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPER WSION ON 7HIS DATE- 1211012018." - w 0+14I'f¢ klirong Ts�l4 flp Eiij3 (9' r17111 } M + - .: fn1n: �f q PkAN BITS plant rack '1cllaove crthvrl 1�4111 ,IONS Qf elizinnel fear R A 4 < 8+ ope site of channel (or"A" > El' � ... f l' iilln.. ;�_ �iischar pl(_10 x ' r• l lilter;faiart� llf7 I' or 2+ r c -c n o_..tftlkfte r � , Utl( @f'F4 Cti T See table 4.4.tA'. SECTION A -A tT OUTFALL PROTECTION DETAIL R-392223 APPROVED FOR CONSTRUCTION N SUBJECT TO ERRORS AND OMISSIONS 0) BY: DATE: BY: DATE: W 0 BY: DATE: n.. BY: DATE: Lla Q LJI�OOV SURVEYED: SJS SCALE: AS NOTED VERTICAL: NAVO 1988 HORIZONTAL: NAD 1983/1991 DATUM DATUM ...; � I T \/ 0 IT •....._ ,.' • RENT 0 N � Planning/Building/Public works Dept. .. - AVANA RIDGE PUD STORM DRAINAGE DETAILS 10615 SE 172ND ST, RENTON, WA f� Q R Q `/1�OOQ86V 865 815008867 DATE: 12.10.18 Q Q Z - Q > DESIGNED: �'`-P FIELOBDot<: PAGE: - DRAWN: BEN ONE INCH CHECKED: I AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWING NO: C22 NO. REVISION BY DATE p AP AfPR APPROVED: Ii�, SHEET; OR 22 22J Q DRS PROJECT NO. 15088 362.50 TYP. - ( ) . •� .. A , :• ... .. A -:..: - -. . C' •. 3 ... <.". w.. - '. q..' < � d _,+1' 19: C ai "� 1 '. n .� - u t . .... <9 :. ,. .. .. .. •S A : - � .. .... .... .. N .filer r�{Y�ar�3�i i � � A • ------------------------------------------------ ____________r___________-____---------------------- _----------------- _----------------- _-�_----_-.._______-_-___-_-__-_-__----,_-_-__--_ __________ 361.23 363-68= TOP = __________________________________________________-_______-___________-------_-----_--_-_--_-__-__-----_--_---________________---_-_--_-_--_-____-_--__----------------__-__--__---------_-. _____--_--___--__-----_-_______________--_-----____-____________________----__-__-__-________________---_--__-_----------___________-_-___-_-----____________----__________-_ - e OF DETENTION MrAm mawl Lai lowAm ', In a 349 73� •.... . 349, 73 r 'I 349.73 .-30!!9.6e, TOP 18„ OUTLET 0 9- EC. 349-56- .: -. - - .- ----- -- - --- - OF. SEDIMENT STORAGE _ c� --------- 7449r5',e" - w 349.00_ . „' ----------------------------------'--- --- -- - 59,E - --- ------ -- -- ---- ------ ---------------------- --- ---- ------- ----------- --- - ------------------- ---- - - ----------- - --- - - ----- - ------------------- ---- --------------------------------------------------------------------------------- 5. If 0.6' SEDIMENT STORAGE (TYP.) - 48" ROUND SUMP FOR FROP g ECTION B-B 5 0' FROP NOTES. W w FIG 369.40 18" FROP R EM GH 1. OUTLET CAPACITY.: 100-YR PEAK FLOW R REMOVABLE WATERTIGHT RISER N - COUPLING OR FLANGE � w ` 2. METAL PARTS. CORROSION RESISTANT NON GALVANIZED PARTS PREFERRED. GALVANIZED PIPE + F,G. OVER VAULT 2 00% � � PARTS TO HAVE ASPHALT TREATMENT 1. z \ CONCRETE STAIRWAY � J. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. 3 WITH 7" RISE' AND 2 - >L 12" RUN 3-FOOT MAX. WING WALL EQUAL TO CONCRETE PIPE I.D. LESS 114" to �¢PO ,S�Eo 4. PROVIDE AT LEAST ONE 3"X.090 GAUGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. 2" HMA 2' MIN. CLEARANCE TOP OF VAULT (MAXIMUM 3' VERTICAL SPACING) Z__ 4" CRUSHED ROCK BASE 4 a 362<50 (TYP.) ;• a . , , . 'ro * 5. LOCATEE STRIC ) S NECESSARY CLEARANCE A5 SHOWN. ELBOW RE TORS A NE ARY TO PROVIDE MINIMUM `� VAULT ACCESS ROAD COMPACTED SUBGRADE ..:.. C9 -- - --- ----------- -------- --------------------- NTS 361.2336-99'TOP- OF DETEN770N _ NOTE: MAX DETENTION SUMMARY SHEET SEPARATE STRUCTURAL DESIGN PLANS AND CALCULA77ONS FOR THE PROPOSED STORM VAULT MUST L BE SUBMITTED TO THE BUILDING DEPARTMENT. A SEPARATE BUILDING PERMIT APPLICATION WILL BE 0 o PLATE WELDED TO ELBOW r 4' LANDING ' 8' SIDEWALK FG 360.15 o. STAGE STAGE LIVE STORAGE VOLUME CF STORM EL. REQUIRED PROVIDED AS -BUILT TOTAL 361.00 33 943 34 155 J4,155 100 YEAR 361.09 34,209 34,422 34,422 25 YEAR 361.00 33 947 34 155 34 155 10 YEAR. 359.55 29,666 29,848 29 848 2 YEAR 356.82 1 21,604 1 21,740 1 74 WITH ORIFICE AS SPECIFIED REQUIRED FOR THE CONSTRUCTION OF THE VAULT. ELBOW RESTRICTOR DETAIL R-392224 NTS N . - A 1"% P-% PY r11 / r r, r PY P9 n r1 ► i n -11- PY 1 1 /-* T 1 n N 1 - T } N N M ,f. C7 d' I W E-- W M �I. J Q i I , I V I. t' Y. a Ln 0 0 rq 3 O L . I N �I Q C 0 ,. o I _ y I � rn 0 C) -` co 0 Ln N C 12 Working Days Before You Dig 81 1 Uj 10 U lea Underground Location Center W (ID,Wr ND,OR,WA) . I ..... J - OUTLET ' SUMP F_=LY �.0 OUTLET A INLET , STORMFILTER DESIGN NOTES STORMFILTER TREATNIENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7 CARTRIDGES. 072" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. 10 THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. , CARTRIDGE SELECTION , CARTRIDGE HEIGHT 27" 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) SPECIFIC FLOW RATE (gpm/sf) 2 9Pm m/ft' 2 9PT m/ft2 2 gpm/ftz 1 gpm/ft' CARTRIDGE FLOW RATE (gpm) 22.5 1 11.2 15 1 7.5 10 5 r 4 O O l.1„ 00. .� 60" 1.D. MANHOLE TRUCTURE TOP SLAB ACCESS SEE FRAME AND PLAN " VIEW 72 O,D. COVER DETAIL STANDARD OUTLET RISER FLOWKI T.• 41A -340 n CONTRACTOR TO GROUT Q TO FINISHED GRATE GRADE RING/RISERS ,.;.._..: ,3 _ ..., FRAME AND COVER STEPS FLOATABLES (DIAMETER VARIES) A. BAFFLE N. T, S SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID CB 13 WATER QUALITY FLOW RATE (cfs) 0.045 PEAK FLOW RATE (cfs) 0.608 RETURN PERIOD OF PEAK FLOW (m) 100 # OF CARTRIDGES REQUIRED 4 CARTRIDGE FLOW RATE 5 MEDIA TYPE (CSF, PERLITE, ZPG, GAC; PHS) ZPG PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 9. 1 i 349.57 LCPE 181. INLET PIPE #2 NIA NIA N/A OUTLET PIPE . 347.77 LCPE 181. RIM ELEVATION 460-44359.40 ANTI -FLOTATION BALLAST WIDTH THEIGHT NIA N/A NOTESISPECIAL REQUIREMENTS: " PER ENGINEER OF RECORD INLET PIPE INSIDE HEIGHT L ...... _. m ._.. 6' TYPICAL GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH O ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY, FILTER _ HYDRAULIC DROP 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com CARTRIDGE O INLET INV. ON CONTAINED THIS .4.'STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORM TO OUTLET INV. DRAWING: . 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE ' a: OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEETAASHTO . M306 AND BE CAST WITH THE CONTECH LOGO. 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL 7-INCHES. `TI ME SHALL BE AT LEAST 39 SECONDS. BE FIL ER CONTACT 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). FLOW KIT INSTALLATION NOTES 1. ANY SUB -BASE, BACKFILL DEPTH, ANDIOR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE OUTLET SUMP SPECIFIED BY ENGINEER OF RECORD. HDPE OUTLET RISER 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). 3 CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). SECTION A -A 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. 60" 0 STORMFILTER MANHOLE NTs R-392225 ASAPPROVEDBULLT FOR CONSTRUCTION N SUBJECT TO ERRORS AND OMISSIONS C'7 "I CERTIFY THAT THE INFORMATION SHOWN THEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVA BONS, DEPTHS, PIPE SIZES, AND AS-BUIL T COMMENTS, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY: DATE: U BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.• W 1211012018. " BY: DATE: O BY. DATE: BY: DATE: 1.1.1 ax ., z------------ a^+,. DATE:. ' . - SURVEYED. SCALE. .� - _' VERTICAL: NAVD 1988 •. s,ls 12.1018 HORRRTICA NAD 1983/1981 AVANA RIDGE P U D r,E D.R. STRONG : AS NOTED CITY' OF DESIGNED. FlELDBOOK: D gs' STORMFILTER DETAILS CONSULTING ENGINEERS � ' ENGINEERS PLANNERS SURVEYORS DRAWN: R E N TO N PAGE: Q CEN DATUM AT t ONE INCH 6N'1VM DRAWING N0. Z 620 - 7th AVENUE KIRKLAND, WA 98033 PIOnnIn Buildln Pub►Ic Works Dept. 10615 SE 172ND ST RENTON WA C24 Q CHECKED AT FULL SCALE CJ/ (�/ p 1 f A 0425.827.3063 J F425.827.2423 IF NOT ONE INCH l _ NO. REVISION BY DATE AP P R APPROVED: SCALEACCORDINGLY -C 15008868 B 15008865 B 15008867 SHEET: OF: MAJ 24 26 Q. ORS. PROJECT NO. 1.5088 Lo c\j co ui 0 od (a) S W 114 SEC TION 29) TO WNSHIP 2J N RANGE 5 W. M# A NA Rt 0087000280 0087000282 0087000281 00497000211 0087000285 00 0087000214 P, co 2., 00 0 MIN. 7' SEPARATION BETWEEN EX. WATER L.0 MAIN AND PROPOS ED j j P- z "�' � -, . .(7 S TORAd PIPE 5 Ag�g t� a� =m xi> 011 -Z'. -k�NN,' ilk 2 M K Ll L -4 :0) 15' PUBLI 292,3659176 S TUH, r co 0 DRAkNAGE--,, EASEMk�� 0 0 'BET p �N\ SEPAkA Tl ON 'BET WA TER UAIN mp "'y Lo PROPOSfD STO)?U PlPe, ROW-J51-92' 6. uz rat -�h WWI N-11 0- IE 18, COW c = J45-6, 18' CONG' VW = 7' r-jeUp"t, If -345 NN'N "A I Illiv m, c N- "9 T VA Q A.- -01 D., x-7 0� ------------ ------ j;j"o 09AXREIF WX COLVrEPT GRArE REV 218' UTILITY CROSSING TABLE �kROSSING NO. F. G. U77 . LITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 1 359.70 18" 5D 1350,54 EX. 8 H ss .347.08 346 2 364.71 12 " 50 1359.78 EX. 8 " ss 349.Jl 10.47 3 37571 18" 5D 368.67 78 9.89 44 .381.79 12 50 376.82 8" KA 378.07 1.25 5* 38J.59 .12" 5D 6- WA 379.87 0.81 6 4011.01 12 so 397.12. 12 SD 394,80 2. J2 7-� 375-34 12 5D 372.42 6 - WA J70.92 -.1.50 8 401.01 12 50 J97.12 18" SD 396.18 6.94 9** 381.40 DRY UTILITY 8" KA 377.02 10** J83. 25 DRY UTILITY 6 KA 379.05 1 381.30 8 WA 376.15 EX. 8 ss 366. �8 9.47 12 J82-qej 6- WA 378.70 EX. 8 SS 369.44 9.26 388, J5 2 WA J84.95 EX. 8 SS 377.66 14 388.71 1- WA 385.20 EX. .6 SS 378.20 700 1 1-5** 1,391.701 12- 5D DRY UTILITY "J88.37 IN, NIN N, c) NQ IN. 59AW -- I i N-2 k 111C 51-:=357,7' IE 18' Wit V Q) ---------- 6-2 18' CONC NW-�J577' E 12' COAX SE 72,2' 01) (2f-D 1E 12' COPVC Atxn,392, P IV. END CULVERT NOT POUND (8-UR10 UNDER DEWIS) /0 , 1 12' COMO S=392,4' 3 JE 12' CONC NvA-392,4' rjrP OF fHR,' GRAIF N' 4 UEV-,39Z 02' IN 1c, 4Z. V N, ;Ile r-T 36� k, Z-CSE�378, I' 1E IE 12" CON', S.W6XI.S.0' R -392226 V APPROVFD FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS v A 0 1731 111 mr 0"'f K rl _ - I I . I .. . I . - . � ­ I � - � � - - . -I'll. -1 I I I I � I 11 ­ _ - I I ". . . ­ I - ___ � �­ . . . ... . . �- . � -I ___­_._____.......__. ­..-----­-­-- � � . . .. I � . I - . 4.�l I . . . . . I . - . ''I . � . . I I . . . .1 : . I � . . I . I . . � I I � . . . . � . . . I I : . . � . . I I . .. I I . - . I -1 ­ � I I ". I 1.111. . � . - - I I I . . I I . � I I . . . . �, . - - . � , . I I . I . 1. . I . . ' . � . . . � . � I . . I 1, -� , I � . I I � I I I .. �! � . ,��, - :* � -, I I . . � I . 11 I .11 , . I I I I . .. 1. : . . I . . I I . i r I . I I . . . I . . ..... . I) i SW 114 SECTION 29, TOWNSHIP 2J N RANGE 5 E . I .: I ;- RADAR SIGN TO BE I � I I � . ., W. M. I . . . .1 I . �.... I , I .. � � 1. q , ::,. 11- i w I . I I . .. I , - . . 1. I I . � . I � . . . . I I , INSTALLED IN FRONT OF . I . . . . . . I � . I � . . . 11 , I . I I .. i . . . � � - � . I . . . I . . I I N i wc� -� � . � � . . .. I .. . . . ... . . . . ..., . . � - I � A V-ANA R,,ID,. z I . . ........ .1.11 �. " - RESIDENCE; SEE SHEET RSI . . . . . .. . I � N I I W, I . I I -6- RADAR SIGN TO BE . . I . . . I . 41 1 : ", , ! ... "I", I �;,I I FOR RADAR SIGN DETAILS . . I . � : � . I I g, P"! . . . , , - I , � OR " " IN I I I I I I '! �!,g� v� . I . . I . . . � .. . I .. Ll , lolft,;� I'll, AND SEE SHEET C14 FOR . . , , '1�� ',�,y (7) avml . 1. I . . . . L, CY) I If""' / . . OF 16824 106 TH A AE I . . . . . . I ." :1� . > 1__� . � , . TRENCH RESTORA TION DETAIL . SE RESIDENCE; SEE I I . . I . .. 1. 11 I / , I-:-- I , �: ?! � � I I . . ,�, ) 1 1, � . I I � . I 0 �k, f 'l, , - . i SHEET R51 FOR � . . . .. I � , . - Q'i I I ; � ,� --t 'V- I I RADAR SIGN DETAILS � I � . . . . . . . I . I I . . , � I . . I . �. I * I . . . . . . I . : I . I , I . I �:; I � � . . I �. . . . . kl I 0 _�l . * I � . . . . , . !: . I I . I . . . . I I , I . � I -, . . I . . . I �, . uj I I I I , . . " . * :: �, i 1__� I I I - I I I I . i� I . I . .1%. . � 1 1 � . . I : � . I . 00 i . �_ '---- . . 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INSTALL NEW 41��/ 1 � - .1 . 4: .. - /* .. I I . � � - . . . .. . I ..... L ir . 1. . \ I I L I . . I . . I . I , I . I .. I .. . . . I 0) . . . . I L 1_� � - SHARED LEFT AND RIGHT TURN --* I (-� C , � / 11 \ I L I - L . .. �111 , . . . I m . . - I I I ' ). (- . . . I . . (� . I . " ' � � - . . -*� I . . .1 I � I ,� I � . . "� . I , . ��'� 01;1(�"'? � "� � �L " " L L " z ., , --- � '.. ..., . . . I ,� . . . , �l � L . . . I FN . . . I . . . . : 11 1% 11 __ �. , , j � , \ Y'4% '. - , .­ ARROW PER CITY OF RENTON, / . I . . I I I . . L I .1 LL . . : � - ... 11\ I I . . . - I . - \\\L �� \ . -1 , _, k ,� . , DETAIL H___ . I . / I I / � . I . I . I . I I . . . 11 I �l L'. I . '\ . j�-:�,:"� '-.,.'�:k!� I I I . . I I, I � _ .1, ..:,. . .. . ,. . . I L L . 11 . I ,. . I I � � L I I 1� � � 4. _, f� I .. N / . . L f, _ 1. I I , . 11 , . 1� L :1, . . I . I \ ."\ , , , ) I ._ . \) ", L ,�) I .. . I .. I I . . . . I 1, I � '' . 4 - I . � � / I I L L 11 . I .L I L I.. I �!L ' L . . I . � � . � . . "'1111.1\1\ L , \ - , �' '\' , ,�"., 1 ,,, . ' � ' LL . , . �� . . I . , N N �, � . C) I � : , � . � �, I % " ,� . - _ , . ./ I I . . . . ! L . . k I . L . . L .. . .1 . � . . . �l 11 11, , � ,�� , "I I \ ,�-i,­k- - � - .._A-_l7--.m,--�, ool-� Irl t - -1 z >11" I I L . I L I . . ! � , . . � I � , � 70 � � . . . . . . . . . I '\� . L ' I 1� " \ , I - \ . 1, " � , / f. I . - /� , , I / " I . I I . I . . I . I . . . I . � I � . I I I . . I , \ \ ,�', " � _JNSTALL NEW THERA40PLAS77C ., . / . / I I I I I., . � (16 L . . . � . I . .1 I / \ ll"� I I . t%j . Cl / I I . � . I I I I . L I 1. - . , � I I . ""\� - 114 i SHA RED L EF T A ND R/ GH T TURN �,; - 11 Ir I I L "! I I . . I � I L I . . I � � L . . .. . . I L L . . . . I . L \ '\, I % " I . A I -1�1 . rm I � . '. /. , L * . . �.,. I .., ; - ..4) 1 L .1 . I . . . . I I L \ . . \ I \ \ ARROW PER CITY OF RENTON i / '. / . � . IL . I . I L I . . I L . I L �.. ,�,�, - . � I . .� L . I . . , ,\\ , \ " . I ' �,.,� V. / L I I'll, . - . l,,,',,,,,,\ . . . . . I I I . L I . . I L I I . L . . . I I . I . I � I . . . � I . I ., \ , " DETAIL H008 I -, .. I . ,. Zz I L . . . I . w . I ,,�\�, , , - . t L �/_ ... ., , �!.; . I . I . . . I I 11 I .� . I I L I .. . I I I I . I I I I . . . . L .1 , ; � I . il . .. I . . � I 11 I . . . . L I . I . . .. / \� N ,_ 'k. " �,,) .1 I L I I �� y .. . . � I I . . L . . I . I ... , q-. I � . . . . I j I . . , I I . . . . . - . /. \ � - L , _NE PLASTIC L . . L . I L . . . � I L . \ \ . I I I . . 14 - . I . L.. ... L L . . . . . � .. � I , % . J .." /_ V,�c Is L I., I L � . 1. I ,. I I I � : I i., . L n . L ., I . . \ \'l 11, N. .f. - � 0� , LEFT TURN ARROW PER Cl TY OF. . I � I . � . . . ,: .�.; . "I ,� . 1. . . L I . I .. : � L . I � L � L � / " I \ . \ ;:": RENTON DETAIL H008 L . I I 1. I 1. I . IL I L. . L I � L !! L .: : ..(a I I 1. ' N \ \ � \ ". . . - I I I I . I I I . I L � ,!; , I L . . . . 1\ 1. L . �. .. . 11 . I I 1". I CN . . . . . . '�'N \ . '-. .. e 4 L L / . L, L . I . . I I I � . I I . I . I I I I . __ I 1. � .. I . ; - . . .. I . :: .. . I L I . . . I . . "�,� . I . . . ., . L I L I ." �\ . N� \ �> \ ,,�� " " " I 1',� _�_C)C(D 11 . L L I I . . I I I I L . LEGAL DESCRIP TION: I . I I . I 1. I,: / ��_ L ,, 1, . L I . . I . . . .. 1. L. L , ..;; ".." ­ L . . .L . I L 11 . . . I .. L . L. I . i.. . 1. 1. I ... ... '. ' L' . QjL L I ' ".. 11 - - ... .- .. ;. )VE EXISTING I . . . I . . L " ' ' ,1: 0 . I ..; . 1� I I I I I � LI.L. I . L . LOT 1 TOGETHER WTH LOT 2 OF CITY OF RENTON LOT .1 .1 ,. �. 1. ..'... .. - _.". ,/';, . 1�: I . . . .. . . . . _,7 -; . I . . I . . . . .. . . L I I . . .. . . 11 . L . I L I I . . . I I . . I ­1� - - �^:: � . � ��,\ ", I PA VEMEN T A RRO WS I . . . N C:)F:Z—FH I LINE ADJUSTMENT NO. LUA-09-024-LLA LND-J0-Oj4q,.,m . ... .. . - L . � . N" � ' ` ­ -11 - ­_ .- L ' . �"'i'Lt. I . . � l;K 11 . I \ " _" ) .1, *1 L I I.. � . . I I L , ' . � I I . . �� ... , I L . . . . � ,\ � �%-_,_, ---.-, - - " - �. . . . ; I I . 1�� ., L. _ . ' . �. '2. . I . I . I L. . .1 - . t �_ -_ - _.t 4�1 , 1�1\ . 1. I I . L I . � L .1 : , , , I . - .. .. .1. . i. . . . . . I - ,� _;�: - . // " . I L G NO. - . . I . . .... � ..... , __ ;r-, - .. .. - L .� . . . . . \\11, I . I ,�.,�� L L L .� . // . . / I I . 1. � . RECORDED DECEMBER 16, 2011 UNDER RECORDIN � . ., I . 11 I . I . . . :.:.,� - . I INSTALL NEW THERA40PLASTIC . I GRAPHIC SCALE . 20111-916900001, IN KING COUNTY, WASHINGTON. , ... .. . . . ..,. . . , � . . I 1\ . . , '� L . I . I : . . L . I .... I . . L . . . . , L . .! L, . . I K . - 'All I . I . . . I . I L . I . � . . . . . I I I . . � . t I . .1 I I . L 10 20 .80 L . L I I . .. . .. .. � . . I . .. L . . I . I . . .�. ,�� LEFT TURN ARROW PER CITY. OF . 40 1 1 . L I." ` . I I I . . L I I . I j . L I � ,�-.�< - I I L L 6l,,,,,,,,,,,,,,," 1: .1 . . ' . L ,.. . I . � I � . I �1_ � ",\ -%�A -, Z ..� . I 1 . . I . . . . I I L ,� L : L . . . I . . ./. . . "�� 4 1, . k I . . . , L . .. . I . L . I . � .1 . .1 - 1.-�� I REN . I I . I I . I. . � . �, . I . . . I . 'Lo . . . I ,REMOVE EXISTING I � ;,, .. - I I TON DETAIL H008 L I I 1111111111110111111111d, , L I . ; I I . I I IL , . 1� I �l I L . I I I L . . I - . . . I � . . I I L . - I 11 . � L .. . : - I I I , CROSSWALK STRIPING; ,- I - I . - . . I . I I L I . . I . � �. . . . ... I . .. : , . .� . . . . L I L . 1. " .. I .1 /I . / - FXP:� T ' I . .1 INCH = 40 FT. . � I . I .1 ./ ;. 11— I -b I I . . . . . . ll`� , ; "�' '. - 11 I I . . . . . i 1. - . I . . RESTYIPE CROSSWALK PER . I , Y, REMO VF /A/C . . . . I 1. - I i3 L .. . I L I L . I L 1, I I ,��/ I 1. ' I ''.... . I I i... .. I R-392227 ­­..­ I I '1�1. I :-- I . L .. I "I, , I e/ PA VEMEN T A RR WS L L I . . . . . . 1:. �: % ' ... "I I I I I I . . Q TY OF REN TON S TA NDA RD L . I �\�,//, ,V , 0 . . I . . . I . . I . L . I .,:. ­11 L '. 1. . . I I I . , �/// . ,I I . L I I I . . I . .1 q . . Q) L . I X . . . . . . . . L . . . . I . � . I L L � DETAIL H009.1 (TYP). . . I �, I . . I . I . L .., 11 . I .1 . . . - . . 6. . . . , ,. . I . . . . / I . . I , . I . . .. . . . : � . .__ L L . . .. , . / . . . . L I L I I . . . L . I .. . I.. .l - Z) I I I I � /6/ L . . . I . . .. . I � . L 0 L I I I ,., , ql I I i 11 I . . I L . . I . . L L I 1. ''. I , . I . . I I .11 . .- . I I . I L I N, - , . :. - ! . _Q . "I . . .1 . I I IL : N . 'L L L L . L L I . N . I 9 . A RUCTI N I �;! L L � I L . I 1 16" WIDE STOP BAR : . . . . . . ,::. L . , - I . ' I L , . .1 � � I I I I I I L , I [�, . � � . (h � L I L . L I I . I L ""�\ . . . . I . PEI? CITY OF RENTON . . . I . . . I I I �M L . � .1 '. , 1! � . I I " , , �, L . I 1.11< ., NdlrrES: I I m I . I 1. . . . . 11 � - I I . I I L .. ND OMISSIONS . � I . . . . 1. L . . . L . . � I . // , , IL . I - I . . . I.. '.. . . I . . I L I . . L L I Lm 1. . . ,�, I I . .. . .. . L N\ /I I . I :* L . ­ ". . . . I I . I I I . , I I . . L � I � . ., . � " 1 - , � .r- L : To L . I L I I .1. . L . L . .. . .1 f J�­ . I L . . I I : .1 ._ 1. .. I.. . . I j - . . . . .. L ".. , I 11 . . I I I .. 1 . I L ' . . . I `�� --' .. _ I . . �� . . . I -_ L I I . '11% - I'L I . --- - . I I / I I I I fn L T . . AS BUILT � . ///, AIL, . I . .1. I r-T) LL 1. I SHEETL C14 FOR CHANNELIZA77ON DE S. I .. / I ..�. . 1 2. Cl T APPROVF SHOP DRAWNGS FOR ALL SIGNAGE PRIOR TO FABRICATION. NO AS-BUIL T INFORMA 77ON ON THIS SHEET L I I % L I I I <�?_ *� ' I L I I . _ . � , I I . L I I . . L :" L . L . . I . . L . L . I . _.. , .� REMOVE EXIS77NG - I- I . .1 L I . I . . .. I . . . I . . . , 1, C BY: 1 ��_ L ' . . I �. . I I . t I . I J_ALL 57REET SIGNS TO BE FABRICATED PER CITY OF RENTON ST I,/ CER77FY THAT 774E INFORMATFON SHOWN HEREON WHICH WAS L I . 1)1�1� CROSSWALK STRIPING, ' I . . I . DATE' .� . . . � I � .1 l L .. . L L I . I 1. . NDLMAY "A. I L I . — , IL L L I , I I . . I I I . I L ... , . I . . L L -_ I I . . .. I I I ! I I .. -L L I I") L 4.. THE �ONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND . .1 L . AS-BUIL T BY D.R. STRONG, A INCLUDE LOCA71ONS, I I . RESTRIPE CROSSWALK PER * I ., . I I ... ;�� , I . I . I I . I � I I . . I . I I I () . . .1, I . I , L I L. . L . . . . . . . . . I I . I I I ,-,.,* L CITY OF RENTON STANDARD I I . . I . L Lj :. � ... L . . L L QQ I . . . � I � L ��, . . . .1. I . L . 1. . i : , .L. I .. . C� , I ANDARD PLANS. ELE VA 7IONS, DEPTHS, PIPE SIZES ,�\� , �� I ,� I � . CHA IZATION PER CITY OFRENTON STANDARDS I , AND AS -BUILT COMMENTS, , N I . L' � L .L . . I I . . I . . ". . I L� : ACCURA TEL Y REFLECTS EXIS77NG FIELD COND17IONS AS DE7FRAWNED ", \ H009.1 (TYP). . L . . BY: DATE: - . I I . . I . ... . . � . . L 5. ALL PARKING STALL PER CITY OF RENTON MUNICIPAL CODE SEC77ON 4-4-080 . . DETAIL . . I I L . L. .. . I . � ­... . '' L. , ') . . . I - � . � L I I " "' \ I 1. . I , . L . I . t, .. I .. � I I �'. �, . L i L � �l PAA ,'ING, LOAD AND DRI VEW4 Y REGULA TIONS. . . BI Y ME OR UNDER A4 Y DIREC T SUPER WSION ON THIS DA TE. I � � . . . . -'., L . L I . L . . I L L . L . I ; 1 21101 .. � L . . 2 2 1� . .0 '... L L . .�_ L I 018." . . I I \ I L .L I . I . .f I � L . . ,N� I I =L�L' ' I . . ,,�. � . L . Q) . . I I . I%" L . L I BY: I I I DAT : —1 : ­�� .1 11:1 .. . .L 1-1 REMOVE EXIS77NG L . � , I . . �. I I . I � . . I - L I L -11'.1 \'�,� S TOP BAL R I . . . �CL L . Q � . I I I I ... I . Ln . . 4. L '\\\ - , .. I I QA I I 1. . I . L . BY: _______ I I L I . . . I . L� _. I . I . . I . I L . DATE: _­�_ . '� - L . , . . I I I I . L L A. , . L ..'W L ' ­ L. .. . A ,, I , Q� x . L I . I . . . . .... . 11 . I . I . L I ? N, � I � 4. __11 ­.1 . .. .. 11 . . I L I I 1, - � . ,� I I I I . 1. . .1 .1 . I I 1. - (D I . I . �� "I'll ... L ..... 1.1-1.11-- 11 I I I L . I . . . I I I I . I . I 1. .. . .1 . v . 11, 11 I I � I I I % I I .- 1. I . - 1. I.. . L I 1. I I . . , I . I L . I I I I � 11 I I .L I SURVEYED: I SLC I ALE: . L I . ­ ­ I . I I . I . I I . I . . I I I . I I DATE: I % . . ; I I � I 111NI'llulp � I I I sis VERTICAL: NAVD 1988 1 1 . I . (�) � ; :� I I * � D.R. STRONG I . . . — ,. ,. L I L� HORIZONTAL: NAD 1983/199 I o I . � L . . , . . lu I DESIGNED: 11 IL L . . L I . I I . L I . ,� L . � 713 ,� I L . . � I .AVANA RIDGE PUD L 12.1018 U L , , % - . I I : .. . : I'll ,o I . I % L C I TLY LOF . .. , . I . _ I I � I I . ! . I 11 .:_ I . . . , L�' I � [5) � 'CONSUL TING ENGINEERS I " I i L , FIELDBOOK: .1, - . I . L , .. I . I .. I I L. 1. I . . I . L. Cadl Worldng Days Before You Dig 11 11 L . .l I . I — I -_ I I - .., SIGNING AND CHANNELIZATION PLAN AND DETAILS . ... . . . , . , . . ".), " ENGINEERS PIANNERS SURVEYORS I . � L , ,5 11 , - I I I I , I I I DRAWN: . PACE: L . . . I, . I I - � L . RENTON . I . . I I 9 � — I . . . L . L < . I 11 I . L .. ..; , I I �'..l LL I : 811 1 . 5232 It' %'lll_l___ ___', I 1 620 - 7th A VENUE KIRKLAND, WA 98033 . 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SPECIES SHALL INCLUDE ; I ., ... , . � PRIOR TO PLANT INST LLATION, CONTROL NOXIOUS WEEDS WITHIN THE HATCHED AREA SHOWN ON THIS DETAIL. TARGET NOXIOUS WEED, . . . . � . . � I I i. . � . . ' . . . . . i, I . . " . . .. G EDS (INCLUDING NON -REGULATED "B" AND "C" NOXIOUS WEEDS) IDENTIFIED ON THE LATEST KING 1� � .� I . . THE FOLLOWIN ,: AL CLASS "A", 11B , AND "C" NOXIOUS WE 4 . � . __ � : . . . I � . 1. , ; . COUNTY NOXIOUS W1 ED LIST. DURING NOXIOUS WEED CONTROL WORK, EXISTING NATIVE VEGETATION SHALL BE PROTECTED FROM DAMAGE. ALL NOX OUS I�, . � . . . � . . . I I I I I i- . I. I I I �1 1� I . ... . . .. � WEED CONTROL CU N—GsANb DEBRIS SHALL BE REMOVED FROM THE SITE. . . I ... 1. I . . :!I I . . I . I . . .� . . i � . I I . f . I I ; �- . � I � . � . .� .. . � E"�. � I I I . � i i� � I I I : . - I . I � .. . � . . .1 � . I � . . I . . j!e I CONTROL METHODS' I . . �.. . . - I I � I . .; 2 1 . . � 1. I A � . ,�. -1. '. 1''.. �. - I .11 . 11 � � � ; !:' I . . : GROWTH OF NOXIOUS WEEDS. ACCEPTABLE METHODS INCLUDE: WALK BEHIND OR TRACTOR MOUNTED MOWER, EXCAVATOR WITH : 1. 1. .REDU � . . I I - . . . i I CE I P - . I . I . . � I � I 11: � BUCKET I D THUMB, POWER SAW, BRUSH HOG, LINE TRIMMER, LOPPERS, CLIPPERS, HAND PULLING, OR APPROVED EQUAL. 11, � , � . . I . . ;.� - . I . . . � I � I 2 I I . I I . - cl� . 1 2. � GRUB OL . I CROWNS AND MAJOR ROOTSBY HAND USING CLAW MATTOCK, PULASKI, OR APPROVED EQUAL. I i � I . . I I I . � i I I . ; SHINGTON STATE LICENSED COMMERCIAL APPLICATOR H, . -GROWTH � I . . I I . 3. SPOT AP -Y RODEO" HERBICIDE TO RE - HERBICIDE SHALL BE APPLIED BY A WA. . I I I I , I I � , . ) , . . . HAVING) CURRENT"AQUATIC" (Q) ENDORSEMENT. . . . � I � I H: � � I : . . � .1 i t I . . . � i , . _. . - 45'k..- I . � . . � . I ,,,�, t., NOXIO IS WEED CONTROL REQUIREMENTS:. ,... I .1. . . . . i:, � I I I I � ... I ­11. I . - jl� � I ri-,11\ I 11 . � I � - I 1�1­... I . . I . . . I . I . I � . i! I . I I . . � �� �. �, IJ � .... I'll . I I . 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I � I - . I I r` � 11 I I / I I . " `�,/ `-�' ,I I . � 1�_,,- " I I � / , / . I � � ',�, ,�,� I I I / � I 11,� , . - � / I I/ - I . - , 11 1� . ., � 1/1 I 11 / I � . I . �,,�� I � I I . I I 11 I I I 11\ c 1, �` , �, I / . I . . � . ) "'ri : , � . . . . I ... . . I I . . . I � . I I . 1, "I I / 1 . . el I . I . .. . ­i� ....:- " z I . . , IV, I I � ^\ ",\ 11 I � I . I I . , N . I , "�, I I % , � / I , . I . 1�1 / I `��, I I � . , . 1 e9 // . / �� 4�1 11f I I I . . � I 11 � I / I - � I � . I I . ,� , - / . �I " / ,/�/ � � I � � . I I � / /� , / I . I . I I . I I ''I 1. . . . /�,// I I . . � � I 1. . � . I I I ,, . . .. I I I /,�/ I I "I . I . I I � . I . � 1.111" I 11 I . . 11 I I / , � . . 1. . IIIIIIIIIIIIIIIIIIIII I I 401 I I . I I . I . ; . � I I . � . � I I . � . I � . I . I . . ... MITIGATION PLAN SHE I , "///, � � . I I , . I � .. . . — I.. 1, . � .. . I . . I I . . I ,� ­ . I I . . � . . I ...1.1. I I I I . . . . � . I I . : . . I . I / � . I �..... � . . . . I � . - SHEET NUMBER DESCRIPTION � . � . . I . ., I . . . . . . I . . . I I . . � , . . I . .. 1. . . . I . . . � . . . I � I I . I . . � .. I . . . .. . . .. . . I . . + . . . . . I I I : SITE PLAN, NOXIO I . I . I . . . � . . %. I � � � . . I . . I . . � � . . . I . . . . . 1. I . I I I . .1 I . I . . I . I . I � . . . . . . I . . . . . 2 PLANTING PLAN, IN . I � . � . I , .. I . � . I � . . . .. � I . . . I I I I I . I I I .. . I - . .. . . I I . I 1. . . 11 . ... .1 - . . . . I � . . I � ,. . I I . I GENERAL NOTES: . � - I . .. � I . . I I I I --- I . . I ..... � . �. . � . I I � � . I I � 1. ...W. . � � . � I . I . . . .� a 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF RENTON CODES, . . , . . , I . 11 � I ORDINANCES, AND APPROVED PERMIT CONDITIONS. . � I ... � .... . I � . . I I I . � . . . . .. . . I I � . : . ..: .. . I � I . I � 2. BEFORE THE START OF ANY CONSTRUCTION, A PRE-CONSTRUCTIQN MEETING MUST . . .. I . . � . .1 . BE HELD BETWEEN CITY OF RENTON, THE OWNER, AND THE CONTRACTOR. �. 1. � . . � . . � . - I ,. . . q � . I . I I I . I . I . I � . . . . . . I I .. I I � I . I � I . I � � � I I I . I 1 3. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS+ IN . � I . I I . PROGRESS. � . . . . � I . . . . . . . I . . . . I I . 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGIUARDSI 1 1 . I I . SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED . . . I ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE, PERFORMANCE OF THE WORK I I I SHOWN ON THESE DRAWINGS. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY .. THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE TRAFFIC CONTROL IN ACCORDANCE WITH ANY AND ALL CITY OF RENTON STANDARDS. I . � I I I � . I . . 5. SITE CONDITIONS MAY VARY BASED ON SEASON AND/CIR TIME OF . YEAR. - . .� + I 1. � % .. - I CONTRACTOR SHALL ACCOMMODATE REALIZED AND ANTICIPATED SITE CONDITIONS �, I . I + .. I WHEN COMPLETING THE WORK SHOWN ON THIS PLAN. . . .. . .1. I I I . . . I I I. � . .. � 4 1 1 � � I . I . . 1 i! �. � � 0 40 8 � I . . I I ., . I . � 1; 1. I � . I I I � I . : .1. I I I � . �� I . . � I .. ­­­­ 1-1.1.11- � I . I : � - I --- � I . � � I I � I . . . . . , . � I . I . . � . I � I .. . — I . + . . � , I i� I I . . . I I � . .1. . I . . . . � I : , . . I �. . � � � % q , � I :; .1 . � I � 1.1- I .. "I -1 - I I I � 1. I-— � �! ., � . . - � I . - � i ___i,___... __ ___ - I __... I _. - I - . . + _._A_ - - � - � I - � . � � I , I � I I R-392228 �m . 1­_.....1. ­ I I.. I .. . - I-— ­11 1-7. . 1. I . . � .. . I . . I ' I I . I I 11 MITIGATION PLAN NOTES: ; I I I I I I I . I . I I I . . � . I I . 1. . I . I � I I I 11 . .1 . . � . � I 1 . .-: THE BOUNDARY/TOPOGRAPHIC MAP AND SITE PLAN USED TO GENERATE THIS PLAN. . � . � I I . I I � � I I I I I . - . .. WAS PROVIDED BY DR STRONG CONSULTING ENGINEERS, INC. (620 7TH AVE . � I : - .KIRKLAND, WASHINGT ON 98033. SOURCE DRAWINGS HAVE BEEN MODIFIED FOR . . . I I I I I VISUAL ENHANCEMENT. MAP DATE REFERENCE: 12/21/2015. . � � . I . . � . ... I I I.. I . . . I � I , . . . . . . I � ,.. t . I I I . . . .. - .. . � - - I I . � . �. .., . . I I . - I . ­ - I I . � . I . . � . . � I . . I . . I . 1. . . � I .1 . � I . I . � I . I . I . . . - � . I I I - I . . . . I . .. . . . . . . � I . . I � I . I � I I � .. I . � . . " . I � cll , , I, .�.i, ", � . . . I � . , !�_ I �, 1 I I . . 1. 11 ;,�� , z­­ I � 1�11z,N� . IF, I . . . , �3 . . I . I I I I � � . I I � I . . . . I . . � . I . . I . . ' . � .. . . . . . . ­­ � I I Know what's below. I I I . - . I I I , . . . I Cal I before you dig. I . . . � I . � . . . I I . .�., UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE. I . I . I - I I I . � . . . . �� I I AR I E BASED ON THE FIELD LOCATION OF THE APPARENT SURFACE EVIDENCE OF . . . I . . EXISTING STRUCTURES. THE UNDERGROUND ROUTING AND CONDITION OF q BURIED UTILITIES HAS NOT BEEN VERIFIED OR CONFIRMED. ADDITIONAL UTILITY . I � I . I LOCATION AND MAPPING MAY BE REQUIRED. FIELD LOCATE, VERIFY DEPTH OF, . I . ­ . . . . I . .1 . . AND ADEQUATELY PROTECT ALL UTILITIES PRIOR TO THE START OF WORK. . I I . � I . � I I - . I I I . . . - I � . .. , . . I . I . . I . . -1 . . I I ­ � I . I I .. . . . I � � I I I . . '. I.. � .. �.. . -, . �.. I I I . .. . 11 I , . . I I I I . - . . .1 - ­ . � . . . . . . . . I "I". . I . . I . . I . . . I I . . . . . .1 . . I . I I . � : . a U c .i- . . - I � . I. . I . � � . I I . � 6% bb I � . . % � . � 11 . .1 I .. . I � I . . ... I . . . c I ..� I � . I . . � I — 4W � . I . I . . I . � ., I 3 (A � � .: I. . . r. . � . 1. I I I I I I. I c 0 u In V-4 In I . I . I., . I 1. . I I I . I I . . . .. I - I I . -0 r_ 9 c7I .in 00 � � I 1 . �. , I.- :,. I . . . . � I m 'ra (v 11 en Ln - - - . . ... . I � . I.... . I . I . . ... . . . I :�: . 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I .1 . . � . ca ca U, I I . : . __j I I . . . .1 . I . � . . .i� ,. .,-. , - �i m � i'!' .1 I I I . . . . . - I . � . - � I � . I : I . I I I ­. .,!,. 1. . . . I , I I . .. . . . . . . . � . . . . I . . . . 11 : . . .. 11 . � . . . I . . . . � . . . - . . 1-1 - - — : t.._ MONITORING PLAN &MAINTENANCE PLAN PLANT SCHEDULE. aA N CTi IN ADDITION TO THE DATA COLLECTION AND ANALYSIS REGARDING PLANT SYMBOL COMMON NAME SCIENTIFIC NAME SIZE/FORM QUANTITY SPACING PURPOSE OF AND NEED OR PLAN: C - DOUGLAS-FIR PSEUDOTSUGA MENZIESII 1" MIN CAL,, CONTAINERIZED 58 AS -SHOWN M COMMUNITY CONDITIONS, PHOTOGRAPHS OF ENHANCED STREAM BUFFER AREAS 1 THE PURPOSE OF THI PLAN IS TO DESCRIBE THE STREAM BUFFER MODIFICATION SHALL BE TAKEN FROM THE PERMANENT PHOTO POINTS ESTABLISHED DURING THE O REQUIRED FOR THE C NSTRUCTION OF A PLANNED URBAN DEVELOPMENT (PUD) AS -BUILT. D WESTERN REDCEDAR THUJA PLICATA 1" MIN CAL. CONTAINERIZED 80 AS -SHOWN _ O ►n LOCATED IN RENTON, ASHINGTON. 1 THE RESULTS OF EACH ANNUAL MONITORING SHALL BE SUMMARIZED IN A V VINE MAPLE ACER CIRCINATUM 2 GALLON CONTAINERIZED 47 AS -SHOWN - a VLn PLAN GOALS, OBJECTIVE AND PERFORMANCE STANDARDS: WRITTEN REPORT AND SUBMITTED TO THE CITY OF RENTON NO LATER THAN IP INDIAN PLUM OEMLERIA CERASIFORMIS 2 GALLON CONTAINERIZED 80 AS -SHOWN O �, ' maOCTOBER 31 OF THE RESPECTIVE MONITORING YEAR. _ REDLFOWER CURRANT RIBESSANGUINEUM 2 GALLON CONTAINERIZED 33 AS SHOWN LACE TO OF ROO BALL ` ��� ��� : �'` P P T fC cn m �WI.,O PLAN GOALS, OBJECTIES, AND PERFORMANCE STANDARDS ARE OUTLINED IN THE 1 INCH ABOVE THE LEVEL •b p+ N TABLE BELOW. THE G ALS AND OBJECTIVES OF THIS PLAN ARE CONSIDERED CONTINGENCY PLAN WHEN THE STANDARDS ARE SATISFIED. ro CLUSTER ROSE ROSA PISCOCARPA 2 GALLON CONTAINERIZED 51 AS -SHOWN OF NATIVE SOIL BEFORE ACHIEVED [ERFORMANCE aSALMONBERRY RUBUSSPECTABILIS 2 GALLON CONTAINERIZED 43 AS -SHOWN MULCH, POTTING SOIL SHOULD ANY MONITORING ASSESSMENT REVEAL THAT THE PERFORMANCE ON 5 STANDARDS FOR THE RESPECTIVE YEAR ARE NOT SATISFIED, THE PERMITTEE SHALL sn COMMON SNOWBERRY SYMPHORICARPOSALBUS 2 GALLON CONTAINERIZED 68 AS -SHOWN SHOULD BE VISIBLE. — c. MONITORING PLAN (DURA = YEARS): WORK WITH THE CITY OF RENTON TO DEVELOP A CONTINGENCY PLAN TO ADDRESS TOTAL 460 N AS -BUILT THE DEFICIENCY(IES). CONTINGENCY PLANS CAN INCLUDE, BUT ARE NOT LIMITED TO, aJ 00 THE FOLLOWING ACTIONS: PLANTS SHALL BE NATIVE TO THE PACIFIC NORTHWEST, PREFERABLY THE PUGET SOUND REGION OF WASHINGTON STATE. PLANTS MULCH AT BASE OF PLANT .SCHEDULE: IMMEDip .rELY FOLLOWING CONSTRUCTION SHALL BE PROPAGATED FROM NATIVE STOCK; NO CULTIVARS OR HORTICULTURAL VARIETIES ARE ALLOWED. (6" MINIMUM THICKNESS) 1. ADDITIONAL PLANT INSTALLATION; FOLLOWING COMPLE �ON OF THE WORK SHOWN ON THIS PLAN, A QUALIFIED 2. EROSION CONTROL; PLANTS SHALL BE NORMAL IN PATTERN OF GROWTH, HEALTHY, WELL -BRANCHED AND HAVE ALL LEADERS AND BUDS INTACT. TREES H PROFESSIONAL SHALL REPARE AN AS -BUILT. THE AS -BUILT SHALL SUMMARIZE THE 3. HERBIVORY PROTECTION; SHALL NOT HAVE SUNSCALDS, DISFIGURING KNOTS, FRESH CUTS OF LIMBS, DAMAGED LEADERS, AND/OR DEFORMED TRUNKS. CUT CIRCLING ROOTS COMPLETED WORK A WELL AS ANY DEVIATIONS FROM THE APPROVED VERSION OF 4, MODIFICATION TO THE IRRIGATION REGIME; AND/OR PLANT SHALL BE GROWN IN A CONTAINER LONG ENOUGH TO A ROOT SYSTEM THAT REACHES THE THIS PLAN. 5. PLANT SUBSTITUTIONS OF TYPE SIZE QUANTITY, AND LOCATION. t CONTAINERIZED STOCK DEVELOP o,�, AND SPREAD OR �' / 'j,// BACKFILL WITH NATIVE 1N ADDITION TO THE -BUILT, BASELINE MONITORING DATA SHALL BE COLLECTED SUCH CONTINGENCY PLAN SHALL BE SUBMITTED TO THE CITY OF RENTON NO LATER EDGES OF THE CONTAINER IN WHICH IT HAS GROWN. TREES AND SHRUBS SHALL BE WELL ROOTED AND SHALL HAVE SUFFICIENT ROOT MASS TO HOLD TOGETHER THE SOIL, IN WHICH PLANT IS GROWING, WHEN REMOVED FROM THE POT. "BUTTERFLY" ROOTBALL. `/' ?:'' '> - / SOIL. COMPACT BY HAND. - / ,. :,: . ;•; ., ,�\/� LL. AND PERMANENT PH TO POINTS SHALL BE ESTABLISHED TO DOCUMENT THAN JANUARY 31 OF ANY YEAR WHEN DEFICIENCIES ARE DISCOVERED. UNLESS � % NATIVE SOIL \ ., ,� t o 0 000 REPRESENTATIVE CO PITIONS WITHIN ENHANCED STREAM BUFFER AREAS. OTHERWISE APPROVED BY THE CITY OF RENTON, ACTIONS SPECIFIED ON AN BASELINE MONITORI DATA COLLECTED AND REPORTED WITH THE AS -BUILT APPROVED CONTINGENCY PLAN MUST BE COMPLETED WITHIN 60 DAYS. 1F THE 50' m SHALL BE CONSISTEN WITH THAT DESCRIBED FOR ANNUAL MONITORING. FAILURE IS SUBSTANTIAL, THE CITY OF RENTON MAY EXTEND THE COMPLIANCE ,. p MONITORING PERIOD FOR THE STREAM BUFFER ENHANCEMENT WORK. ' THE AS -BUILT AND B MONITORING DATA SHALL BE SUBMITTED TO THE CITY HIGHER LEGEND: S n D rf rf S n D rf D S n D I MIN.1.5 TIMES THE 'WIDTH OF THE ROOTBALL I o. OF RENTON NO LATEfELINE THAN 30 DAYS FROM THE DATE THAT THE WORK SHOWN ON MAINTENANCE PLAN - D DOUGLAS-FIR THIS PLAN HAS BEEN OMPLETED. THIS SECTION PROVIDES A GENERAL OVERVIEW OF THE MAINTENANCE PROGRAM D sn D rf D sn rf rf vCYI Srl ANNUAL MONITORING NECESSARY TO ENSURE THE PERFORMANCE STANDARDS ESTABLISHED FOR THIS PLAN D WESTERN REDCEDAR ARE SATISFIED. SCHEDULE: ANNUAL Y FOR 5 YEARS FOLLOWING PLANT INSTALLATION sn sn D sn sn vm sn D D rf NOXIOUS WEED CONTROL vm VINE MAPLE �. FOLLOWING ACCEPT CE OF THE AS -BUILT, ANNUAL MONITORING SHALL BE COMPLETED FOR A P IOD OF FIVE (5) YEARS. ANNUAL MONITORING SHALL BE FOLLOWING PLANT INSTALLATION AND AT REGULAR INTERVALS DURING THE COMPLETED BY A QU LINED PROFESSIONAL AND SHALL COMPRISE A SITE sn C ro vm ro I D sn sn vCYl MONITORING PERIOD, NOXIOUS WEED CONTROL SHALL OCCUR ON A SPOT INVESTIGATION AND PER THE FOLLOWING INTERVAL l p INDIAN PLUM y� OF [PORTING TREATMENT BASIS WITHIN THE AREAS SHOWN IN DETAIL 1-1 AND PER THE MULCH AT BASE PLANT d- SPECIFICATIONS DESCRIBED IN DETAIL I-1. • QUARTERLY D RING THE FIRST YEAR (YEAR 1) FOLLOWING PLANT vCil ro ro D ' i C ro D I sn p p 50' r f REDFLOWER CURRANT (6" MINIMUM THICKNESS) _ PLACE TOP OF ROOTBALL O 0 ' 01 INSTALLATION;JND 'GENERAL MAINTENANCE • 1 INCH ABOVE THE LEVEL Q • 1N AUGUST OR OF THE SECOND THROUGH FIFTH YEARS (YEAR 2 C I C C ro C vn'i C p p a OF NATIVE SOIL. BEFORE '' 6EPTEMBER INSTALLED PLANTS SHALL BE MAINTAINED AT REGULAR INTERVALS DURING THE ro CLUSTER ROSE �`^ ;� ,, ° MULCH, POTTING SOIL THROUGH YEAS 5) FOLLOWING INITIAL PLANT INSTALLATION. MONITORING PERIOD TO PROMOTE THE SUCCESSFUL ESTABLISHMENT AND VIGOROUS SHOULD BE VISIBLE, GROWTH OF INSTALLED PLANTS. THE PURPOSE OF THE QETAILED SITE ASSESSMENTS IS TO EVALUATE CONDITIONS p C, vfYl v, I I ro ro C I p i p i p s b SALMONBERRY _ o C� \ \`� \�> \ t\,�`���� `°' /''''/��'� WITHIN ENHANCED S EAM BUFFER AREAS PER THE CURRENT YEAR'S GENERAL MAINTENANCE SHALL INCLUDE. PERFORMANCE STAN THE FOLLOWING INFORMATION SHALL BE COLLECTED CUT CIRCLING ROOTS"//%/ ' ,.,`. ..., -. �'/'/ ,,,rr; BACKFILL WITH NATIVE \``�'``a'#, � �`• \\ SPREAD om Cep `J N IARDS. STANDARDS ESTABLISHED FOR THE n Jp ~ sb C sb ro ro ro C, ro AND OR �, SOIL. COMPACT BY HAND.qj "BUTTERFLY" �'= AND ASSESSED RELAT VE TO THE PERFORMANCE • WEEDING THE BASE OF EACH INSTALLED PLANT. sn COMMON SNOWBERRY ROOTBALL. %�// ;/i Ln L PROJECT: • RE -APPLYING BARK MULCH TO MAINTAIN A 6" MINIMUM APPLIED THICKNESS - YEAR 1 ONLY. ssb S7I p NATIVE SOIC ��//i/�%�� /✓�/�/ • THE PERCENTS RVIVAL OF INSTALLED PLANT STOCK (YEAR 1 AND YEAR 2 . THE PRUNING OF INSTALLED PLANTS TO REMOVE DEAD WOOD AND PROMOTE I CC) ONLY). A DIRE( COUNT INVENTORY AND ASSESSMENT OF ALL INSTALLED VIGOROUS PLANT GROWTH AND PROPER FORM. PLANTS SHALL USED TO EVALUATE PERCENT SURVIVAL. THE RATIONALE �, s b s b C s b s b vm I I I C I Q _ +' r - • THE REPLACEMENT OF PLANTS IN DISTRESS AND/OR THAT ARE DISEASED. FOR POOR CON ITIONS, IF PRESENT, WILL BE DETERMINED TO THE EXTENT ~ p p MIN, 1.5 TIMES THEE I , W M � � 0 Q . THE REMOVAL OF TRASH, LITTER, AND/OR OTHER NON -DECOMPOSING DEBRIS. LOWER WIDTH OF THE ROOTBALL FEASIBLE. TEMPORARY IRRIGATION • THE PERCENT COVERAGE PROVIDED BY INSTALLED PLANT SPECIES (ALL WETTER `- DRIER Q YEARS). INSTA4 ED PLANT STOCK PERCENT COVERAGE SHALL BE ASSESSED TEMPORARY IRRIGATION SHALL BE PROVIDED FOR TWO 2 GROWING SEASONS USING APPROP SIZED SAMPLE PLOTS OR LINE INTERCEPT TRANSECTS. I N P O _ PLANTING SCHEMATIC NOTES:' MULCH SPECIFICATION: J r w �ATELY FOLLOWING PLANT INSTALLATION PER THE SPECIFICATIONS SHOWN ON THIS PLAN. Q v7 • THE SPECIES CC MPOSITION OF AND PERCENT COVERAGE PROVIDED BY 1. PROTECT AND ACCOMMODATE EXISTING NATIVE VEGETATION WITHIN EACH PLANTING AREA. MULCH SHALL BE COMMERCIALLY AVAILABLE "DOT WOOD CHIP MULCH" V Ln � NOXIOUS WEE SPECIES (ALL YEARS). SPECIES COMPOSITION AND PERCENT COVERAGE BY OXIOUS WEEDS SHALL BE ASSESSED USING SAMPLE PLOTS OR 2. PLANT MATERIAL QUALITY AND LOCATIONS SHALL BE INSPECTED BY THE PLAN DESIGNER PRIOR TO INSTALLATION. (WWW.PACIFICTOPSOILS.COM; 425-337-2700), ARBORIST CHIPS, OR APPROVED EQUAL. MULCH SHALL NOT CONTAIN RESIN, TANNIN, OR OTHER COMPOUNDS IN QUANTITIES ll7 LINE INTERCEP RANSECTS . 3, PLANT LOCATIONS SHOWN ARE APPROXIMATE. ADJUST PLANT LOCATIONS TO ACCOMMODATE SITE CONDITIONS, TO PRESERVE AND PROTECT EXISTING NATIVE VEGETATION, AND/OR PER PLAN DESIGNER AT TIME OF INSTALLATION. THAT WOULD BE DETRIMENTAL TO PLANT LIFE. MULCH SHALL NOT BE DERIVED FROM STUMP GRINDINGS AND SHALL NOT CONTAIN SOIL. HOG FUEL OR EQUAL IS NOT ACCEPTABLE. SUBJECT TO REVIEW BY THE PLAN DESIGNER, LOCAL ARBORIST AND/OR ( 1 V PLAN GOAL p p OBJECTIVES & PERFORMANCE STANDARDS "NOXIOUS COMMERCIAL TREE TRIMMING COMPANIES MAY BE ALTERNATIVE ACCEPTABLE MATERIAL l / 4. PRIOR TO PLANT INSTALLATION, CONTROL NOXIOUS WEED SPECIES -SEE WEED CONTROL SPECIFICATIONS" (SHEET 1). - 5. SEE DETAIL 2 2 FOR PLANT INSTALLATION DETAILS. SOURCES WWW.CHIPDROP.IN . w 0 .. w GOAL .... _.. , ;:-. J IVE. E ,O R _ECT ... . PER_M ,.,. FO,R .., . .. .., ANCE S ^NDARDS. _ TA >:, . F a u TO SUCCESSFULLY ESTA IISH A TO INSTALL AND SUCCESSFULLY 100% SURVIVAL BY INSTALLED PLANT STOCK AFTER THE FIRST GROWING SEASON. THIS PLANTING SCHEMATIC AND PLANT SCHEDULE z PLANT INSTALLATION DETAILS NATIVE PLANT COMMU �i TY ESTABLISH DENSELY PLANTED NURSERY STANDARD CAN BE ACHIEVED STRICTLY THROUGH SURVIVAL OR THROUGH A 1 2 2 NO SCALE WITHIN THE STREAM BU FER GROWN TREES AND SHRUBS. COMBINATION OF SURVIVAL AND PLANT REPLACEMENT. AREAS SHOWN ON THIS LAN, 0 S 10 N 80% SURVIVAL BY INSTALLED PLANT STOCK AFTER THE SECOND GROWING SEASON. m 60% AVERAGE COVERAGE BY NATIVE WOODY PLANT SPECIES AFTER THE FIFTH GROWING SEASON. UP TO 20% OF THE NATIVE WOODY PLANT SPECIES COVERAGE MAY BE - 5" MIN. DIA. ROUGH 10' MAX CUT WOOD RAIL - CRITICAL AREA �. — 12" —.� I f N w m NON -BUFFER COMPRISED OF DESIRABLE NATIVE COLONIZING SPECIES. UNTREATED TYP BUFFER ''+,t. 1� w cn a m w cn Q m Z w L NOXIOUS WEE TO LIMIT $ i� SPECIES TO PROVIDE FULL INITIAL CONTROL OF _ E BY D WEEDS INCLUDING LESS THAN 10/o COVERAGE ALL CLASS "All, B , AN C NOXIOUS W (._ WITHIN THE STREAM BU AREAS SHOWN ON THIS FER A D THEN TO NOXIOUS WEED SPECIESN H. MINIMIZE THE GENERAL PRESENCE OF " " " " NON -REGULATED B AND C NOXIOUS WEEDS) IDENTIFIED ON THE LATEST KING COUNTY US WEED LISy NOXIOUS E T. .. - ... _ CRITICAL AREA SIGN I w w 0 JJLAN. NOXIOUS WEED SPECIES, EVERY 100 FEET DETAIL 3 ( ) cn Z o z 0 0 0 . CRITICAL AREA FENCE ; 18" w w w w 1211-1811 Z ¢ ¢ Q 3 MIN. _ PLANT QUANTITY CALCULATIONS: MouNDTo 0 0 0 ,�, `0 0 0 �I - DRAIN AWAY FOR PERMITTING PURP ISES ONLY FROM POST 6 MIN. DIA. SQUARE OR CRITICAL AREA SIGN NOTES: o ROUND ROUGH CUT WOOD o 0 0 PLANTI �� PLANT TYPE REQUIRED PER PROPOSED BY n POST- UNTREATED (TYP) 1. SIGN SHALL BE .040 INCH ALUMINUM WITH BAKED ENAMEL. I l 0 TYPE AREA &SPACING DESIGN GUIDELINES* PLAN V / i Z r-+ N m 11,50, STREAM 0 TREES (9' OC) 138 TREES 138 TREES �e�` �°,� 2. SIGN FACE. SHALL BE A SILK SCREEN DESIGN ACCEPTABLE TO �\` THE CITY OF RENTON. DATE: 12/28/2015 BUFFER SHRUBS (6' OC) 322 SHRUBS 322 SHRUBS /� / ' /' ! \ /' °' %$" MINUS CRUSHED ROCK _ O ``\�� `\�� BACKFILL COMPACT TO 95% SPLIT RAIL FENCE NOTES. 3. SIGN CONTENT SHOWN IS FOR ILLUSTRATIVE PURPOSES. JOB NUMBER: 15-159 TOTAL 460 TOTAL 460 2' IN. ;/°�°'f,'` '�/'�/ MIN. DENSITY SIGN CONTENT SHALL BE ACCEPTABLE TO THE CITY OF COMMERCIALLY DESIGN BY: ES 1. FENCE SHALL BE AVAILABLE POST AND RAIL SYSTEM PER THE ABOVE RENTON. DRAWN BY: EARC * LATEST EDITION OF K G COUNTY "CRITICAL AREA MITIGATION GUIDELINES". *���'� �'��` MIN. SPECIFICATIONS. NATIVE SOIL CHECK BY: ES ! ` 4. SIGN PLATE SHALL BE GREEN IN A COLOR ACCEPTABLE TO 2. WOOD SHALL BE WESTERN REDCEDAR OR EQUAL. ° THE CITY OF RENTON. Planting Plan TEMPORAR IRRIGATION REQUIREMENTS: 4. ATTACH SIGN TO FENCE USING GALVANIZED LAG BOLTS. SIGNS SHALL FACE AWAY FROM CRITICAL AREA BUFFER. � Monitoring & FOR IRRIGATION SHALL BE PROVIDED 2 GROWING SEASONS FOLLOWING PLANT INSTALLATION. p� Maintenance IRRIGATION SHALL BE PR VIDED BY AN ABOVE GROUND AUTOMATIC SPRINKLER OR AUTOMATIC DRIP SYSTEM THAT PROVIDES A MINIMUM RAINFALL EQUIVALENT OF I INCH PER WEEK FROM SPLIT RAIL FENCE AND CRITICAL AREA SIGN INSTALLATION DETAIL, JUNE 15 THROUGH SEPTWMBER 15. IRRIGATION SHALL BE APPLIED IN A MANNER THAT g SHEET: MAINTAINS PLANT HEAL H, PREVENTS WILTING, AND PROMOTES DEEP PLANT ROOT SYSTEMS, 2-OF 2 2 NO SCALE R_392229