Loading...
HomeMy WebLinkAboutR-398109rM E 0 z 7 T 9 rn 3 3 i 0) 3 0 0 M 1` M 0 0 r- M U 0 0 d Y 1v L 0 s 0 E _2- N CO 1 14r 0 N N 0 a 0 a �--P-4.I '���.10��4)"---a--.- _ �_ �_ _ _ 5 _ _` I, -_ ,-, _ _ . '" STA 63+3 .0 85. 3'L rd : ., 1 STA 63+37.32 83.59'LT ; , _ _ � �\ `_ 12 1 � � � � � - � i i � `�} -- ' 2 SEE DRAWING 3.07 FOR � �: � `� r- CONSTRUCTION NOTES 11--w�-- ---- , -7-,,--1-;, :-�;pZ--,�T.- ­� '---�-f�. - 1-oM-�1-11X-�::-- -�-17---��-�.:-,1. �, _-�-','I IW-_0 �-:k:', 0�,w-, �-,-�:w:: -,.0 �j- �, :a 5--I11.: ---.�I�:I�, , 7�II-,:,./�,�-\ ----- -..I.1..1.1I....I.II1I-I-.1.\I.I-j � ,� , -�� \ -- 5-....II.......I.....II�.I.1-11 : -� ,-....-\I1.I..III...-*I.-1\ k - � \ I-\ --..-...II...II.,I1.----- ,-.6..\..III..II.I.I-1-.1..-�\It1 -I\.I..III.....I.1I1�..."' \-,1I',- 1l1I l �.�.(...I.......I.I�1.1-\ I�P ,,"\-_-� .-....II.I...IIII....-I ,,,'-',1\ ��-"..".........I..:.1-1...I \----,\�,,/\...I.II......11-�.- -,,-I,�ii.............II....1I \-;, ?...III....-.II-..I1-"�--I....1..I.....III-I.I-1D - .......-, - i -,\11 -'..........I.II../.-0- x,�-) I-o.`'...1I..-I..-.-�---1k, -, 1/.III .III1. �1-3'11 1.1a/.......* .-1.1.T--.1.-- c.....I.I.,I.I : 1j1I 'I1 .� .I�1..II..I...*III -N-s1..O..I...I.I.\ '- I- ��"1N......II ...I-iS"-*..I..I.I..-I I-T1-��-..0,II...II*I..I I1(II ,11W--.II �....,I...- 6 I-II--"-I"C... .I.-.I*I..,\, -,-\ ,"T-.........I.-.'I�.,M-\..I....-...I.I ---..I..I..I--II..11�----/..I�...I.1.....1-�C--1-.X.I..I-I.I.I./ - . Er - `1.-1.\I.........II1.4 \ -�� t/ -�/,.-'-V............I..Vv :-1�Z--'� = -1..-.,.I...-I...1- I-...,.I....I.11 , ,:,�-:I....I..*I..., -.-I..,II.I.-..-.-1-,--(,I...�1....I.-.. ,.,� _ -- � --- --- - , �- I � END, e / - - € ,' ,,; , IV ((((Q(� IM))) TOO-�0oo .rP wN AM MI -.� , -- - - 1 - - l _ � . \ i l 1 ! l f END , RAMP LAYOUT STA 64+19.99, 55.9 - T ` ( 1 - �' S 637.7 .45 I �,, ; , E,O Al `%' - 12 - 1 - _ _ _ . _ _ _ _ � 4 _ A- -, _ _ :��� PCC , A � ( 1 CONSTRUCTION CENTERLINE. SEE -- : 1 B1 { E, _ ` •, i''� DRAWING 1.02 FOR DETAILS. / I I - e / err / TiPE 1- VANED "GRATE I, I E 1 i \1 l t 1 V. `.� ( I �°' / .-' " ) r -' / / ' i, { ) ' ' r� VZO CONSTRUCT CEMENT CONCRETE TRAFFIC ° µ " .- P / \ I �- ,, , �, 1 - r k'r r /i/ STA 63+36.26, i 81. 6 LL " , , ; �, 0 t STA!, +49.08, 52.13 LT Ij t, I I �, / �; r� -Cr ! ! tl. ST 6 + 2. 0, 67. 2 LTI� ,.� _J �,, �, CURB AND GUTTER PER WSDOT STD E \ / e - - e r // e ! 2 1, , 11 -. a `, PLAN F-10.12-02. I i p, "', -°' -...- �t ; !%j -'� A' .� r - / � = �; i'�'- f� rr 1 ! I I w Q I I ( 3; `, � �� e`` �� M - _ _ _ n x i € , ✓, - !, - - �- O ��. �.' /s,, .- / j. 3 (IYPI.) I I '1 ; `: ! `- , / _ _ 15 'A; 1 ,, 3 RECONSTRUCT PAVEMENT PER TYPICAL f 0 e -- .1 / e 1:6 -' -- 0 _ -`` 834Z ' /- - e' .- - - - ! _ SECTION DRAWING 3.05. /, - ' , -~..,, i' ,," ' -~ , '- .. '` �,, ,,,,• ,, � .,w..• _. -'-. - _ � - r -- /� - Q � 15 I g i.l.. I / ) / � I (� � e - -, ��`r - -� _ 'G'� / �_,,.• ,.-""o .,::" ,r r' ,,- ,� � m ' ° l 1 -- ..�., "� � -�. -ARC`-�. - �..._ �`- .�..,. -- �,. ! r / / / - ! -,, .I �� �- �, f, _, zoCONSTRUCT SIDEWALK PER TYPICAL ---,,.,-'", := -- '' -_-" � ------ "- f• !.-'"H -~� -- "r /s : "` �- "` 4 �' J -_. --.... ,_ � - - r ...-, `~ _ - - ~' a ', -- ' -- ~ `` ti SECTION, DRAWING 3.05 �` -. _ w -- '� �, -' ~" ✓ s' '"-� i i '" M" - -' , ` 1 1 (TYP -. Ltj ' ~ r ~� , -� - `w- � . ^,, .` :. -i,. %` '�- 5 _ - - , - � - - ,: � - ,- - .- ,.- i = �- N- .- : L-- B -- - - „�- ,• -. 1° '` = j / t - �_ _ M - - _ , ,� ,, • ,� Z CONSTRUCT CURB RAMP TYPE .�„ --- -,,,." - / _ � ,, .. � ~--� -•-; ~� -� 1- � �, PERPENDICULAR B PER WSDOT STD -,�-''-,,,' ".-'-""',.--° �,✓ ""�� %r+t��s . ..:G' ✓' ...' .:.s^.= ..�'-' .r .au .--- r. ,r ,.w�:;�"' e„ ^'9" ,,,'` jj.."'.„�„-.-.---__ f - , o . _<' �, t� a, �. -a ' o """ '.a�."",.._ t.-� - "4 "„,- •..,,, o. '.,.,.. „ 7`" ...„. "'^•• .,,� .�, "•"^•,I •, rya rura :. -- w r - r' r r' :' - O 7 - "_"-� SE, - .. _ M 1 - -01. SEE DRAWIN 07 T..�..��, �,,,. .. -- -.-- ,.--- ,..... ,..- .,,.. �": ,,... ' % „- 3 .. . o �' -a ..� .�... ......� ...., --- -..., ., --_.. ' �•- �-. .,`, • /.-<.., -- -�•. PLAN F 40 15 G 3 -- - -- -, � . ::-- .- -✓ - . - tl o _ - .A-P--I € - --- '` -- � '� '. FOR LAYOUT. > j -- -- �✓' a :.- :---a---�, -'",. ~',.,. ^�J,. -''' ,"_,- �.. -.-' s s --~. -u."" : ;:y. L .� -7 - - v - - - } irk `� +r jam... - i 0 . , o --z .""_-�.,, • •,.,�`, ,,,,- - ` , ° ° _ _� }, �. , .- 0 6 CONSTRUCT CUT THROUGH CURB RAMP -�'" Y I ° d - ` PER DETAIL, DRAWING 3.07. ,✓. fir,.. ,,,.,,, ✓ � ✓ ,..---^'".".,. } ;•"'� � i,...,, ,�„"'"' .< '';.< -u, .� ,..��. ....,.ayr .z%zs ,..,. ., a.e3 ?n':;�:rk r,.1 ., .....,.� v `A ,i• .f%' ` ' STA 63+10.73, � LT # - _ „_,_ .,, aµ„: v l B 00, �., >s in Lid`e lacedlw/ Flat ,o Lid er O #0 ' ' STA 64+35.4 ' �® -4.. i g p p 61196 , `4 1,%�' o' / , �' CONSTRUCT CEMENT CONCRETE -,. F T'" `, 1✓<. \8b5 . -- ~. ',• �� DRIVEWAY ENTRANCE TYPE 3 PER ° l E 1 -VANED GRATE 9 44.36 LT PCC' ' h° C WSDOT STD PLAN F-80.10-02. % ^. v t {�, ,,. it � ^" \e \6 5, 53 `�, ,. f t"V' .' I .,,, m"" f �`... 1°` i/ I I � "" �.`,,.,,,�, 7 °,' ' `a, '"i '1_o "`+....• i llll ST 2 T . r� � _ .. LL S 5.01 STA +47.10 52 4 T • -- .,,, I--, `` ;. `� - ->t ! -� v � 4 `` Q . v � 1- .. .� 1, I' 1 � � ���� �1. °tea - Z T ROIUGH 5.04 FOR DETAILS.G ` L o I ' m STA +08.34, 47 88'LT , �� 111 \ 1 ' ; ZADJUST EXISTING CATCH BASIN OR �- , ;� ''' R=500.001 X ,. 4 i, - 1 \ C , 20 ,- 64+d0 . PCC<--i, �." 1 w, ,, ,-r' MANHOLE TO FINISHED GRADE. ROTATE ice, t 2 1 VANLD GRATE '� _ --I - �= --f_ =- i , f �, \ 1 COVER/GRATE AS NECESSARY TO '� ''� ° �' R=6�fl 46 � � -w , I 3 I (n STA '62+21.08, 7.74'LT � 1� e, ` I v -''� ACCOMMODATE IMPROVEMENTS. c, t I 5T 63+84.93, 38.7fi LT V , �'",�' `�-� � �` 1�� �'� - A , \ . \. - - `_`_� w, - 2 � , I / ,--M 1 `, �' r,' \ mac/ 0 \ � \ � � N ' 4 ,,, �",, 1,1s," , ' ��� v � 1 R=6 .� 10 REPLACE EXISTING GRATE WITH SOLID ' 0 _ . . , PT, AP, PC "I 1 � t , ` �`, �"" -�_- V •, ~ ., '` ' --.�. --' `�v � i ti . ,-- . t I% � LOCKING COVER. S , R=1835.?�5 , _ _�__----- ',, 11 O , 1.� 1,, �. � r '"" \ _ ` v � `11. � � � � ��, � �, � CONSTRUCT CEMENT CONCRETE 1 -- 11 / e STA 62+89.42, 59.00 L -~� ' �. 1 C� PEDESTRIAN CURB PER WSDOT STD rn ���j _ "� �,v� �° 2 . �., .`�- � ,�; r � '%� `, IY PLAN F-10.12-02. U% - -- STA 1 9.25, ; 46.85'LT N \ tee, 1, � 1' `' ti '" �•, 12 INSTALL CHAIN LINK FENCE PER DETAIL rn �` 2 'II ' i -�r � ,, ` ° ,, � , `� 1, , ON DRAWING 5.03. ® \ i ti 1 '`' I (� '` 5I,, r 5PROTECT EXISTING UTILITY. CONNECT TO EXISTING DRAINAGE g "'�w u / Tj \ C� ``' ". I 0 1 --_ `1% 1,/ \ 1 • SYSTEM. ', \ \ % ,. \ V -,, 5 STA 63+82.08, . 7'LT `\ 1 m Q-' 1 n` , . � �1 '� - v `�,� ,, 1 I `�. 1 `'°` ,, 1 :1 I / 1'' I 1,, ..�-. " '- `� ;l 15 INSTALL IRRIGATION SLEEVE, SEE Z , -M , �, ; Q 1 ' �`;� -., �l IRRIGATION PLANS FOR DETAILS. gg �Sg£ ` �1 44} G' 1 1,,E - ��... � ��� � � _ O ,,;� LEGEND 12oN , 120����� PAVEMENT ,. I. ...- ., ....., .-,.,.. ,-., .<., <.,:•:. ..:...................................................................... ..............-. .,,...,I .....,..,.,....,.,..,......,-.- .----., ...... ................................I -.-.........I- - ..........,..,.,......,..-.,.,.,..,.,..-.<.,...........-.....-......,..,.,.,.,..,.,.,,.,.,..1........ SIDEWALK A ..-....•...........................................I.I......I....,..I.. R M=102.14...I..,..,...........................<................................,...,,.,...........,.,....,.,.I..,.,....,.,.,..........-. - -l' €...<.................................................. ..- - ...,..,..,,........,,,..,.. .........................I=98.64 (12 `D OUT'NE)._.I....:.,......,....,......-.<..,..-,.,,,,.,.,,...•..I...<.,1::::,:<:..,......<.,.<....I.,....,-...,-.... ........................ 115 . 115 STRUCTURAL EARTH WALL .............................. ..........................................I.I....,....... :: ::::::...:........:::::: ...,.,........,..<............. ..................................................................... .... CB 25 ...,.- .,,.. IM=1 2.71.,., -.-I,_,_;.:::,:::':::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::: 4"COMPACTEDDEPTH E=:90::6: CENTER: 0 36" : G NN L 3 0U E :: ` :: :::::: ; ::::: ::: : - CRUSHED SURFACING BASE ,.,,,......I..I......I.I.........I..I... ( F[ HA E T ),,. ............................... ........ ........ .... _ _ :::=` , ...,..I.<.,....I.................................I......,.,..,.... _ .-,..•.. I..I.,.. .......< .1.I..,. I.-.. - ....,... ........ COURSE " < , E=98.f:4.(12,.SD.IN NE):.....-.,.. .,... I...EXISTI G GRADEAT.....,,..................................................... .........I...I...I...-..I.I.,..•............................I.......I. ...... E=- .,6 CENTER07,36"'CHANNEL'INW ,,......... ..,....-...........I.,-.....,.........-...... 110 110 . , . < .. E=98;3fi (12" SD IN SW) :: ...... - . - . . . . . . . . . . . . . . . , , . . . . . . , . , . . , . . . . , . . . . , . . . . . . . . . , . . , . . , . . . . . . . . . . . . . . . . . . , 1 . , . . , . , . . , , . , . . -- , . . - . . : , : . . . . - , . . . .. . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( . . . . . . . . . . , . , . . . . . . , . , . , . . , . , . . . . . . - . . , . , ._� . I �� , , . , : , , . , . I. . . . . , . . . , I. . I. , . . , . , , , . . . . , . . `- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < , < CB1. 250: :.:.... . ........ * ............ 1... _.. - _ -- -- ............ - ... . OTES :::::RI=103.97 -,` ,..,.... .,.-..... ... ..,.... ,..I.... ,.,...-. ,,,..,. ,....,.. I...,... ,,.... <......,.,..•...........................I......I.......I.......,.<...I. ..,... .,..,. „. _, ---.., ,...,.., .- - ... ,,.,.I.. ..,..I.. ....,,,. .,...... ..,..,., . , .. IE 99.00 . (-12 SI OUT SW) ...... , , .. , - .... . ................................................-,. ..,....,.,......,...........-•........I..................,.•..,.,.,,_ .:,.. . , . LL A ION OFFSET 105 -...............................................I....,...,..I.-........."...... ........,... r 105 REFERENCES ARE TO FACE OF CURB I ............... . ...................... . ................... . ........... , . UNLESS NOTED OTHERWISE. ., ,,...,. ,....,. ..,,... ....... I....,. .I...I. ..,... .,.- .- ...-... ....... ....... ...... ...-.....1... - ,,,,-................................................................<..,....,...........................................,....... ......................................:.................................<......<...•..,....I,....,.,.......,,,.,..<.,. . . . . . . . . . . . . . . . . . . . . . . t! . , . . . , . . . . . . . , . , < . . . . . . , . . . . . . , . , . . . . . . , . , . . , . . . . . . . - . . . . . , . < . . , . . . . . , , , , . , . . . . . . . , . . . , . , . . . , , . . , . . . , . . . . . . , . , . . . . , . . . . . . , . . . . < . , . . , , . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . , , , . , . . , . . . , . . . . �� . CB 205 .,,..... .,... RIM=97:28 ...-... ..<.,, :I::. . ,. .. .. .. .. ....... ........ ........ ........ ........ ........ . ..., __ _ ..... ......,. ........ ...... ........ ...... ,,. __ _1 1 _ _..M_�_ �_� ,_m - 100 - "_ - 100 / As . . , . . . . , . . , . , . , : . . . . . . . . . . . . . . . . , , . i� -/'.. . . , . . . , . , . , . , . . , . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . , . , , , . . . . , . . .s - , . , . , ,y � . . . . .. < . . . . , . . . . . . . , . . . . . . . . . . . . . . , . . . . . . . , . . . . . . , . . . , . < . . . . . . . , . . . . . . , , . , . , . . . , . . . . . , . . . , . , , , . , . . . , , . , . . , . . , 1 EXPST.- CB , .04. . ..... :::: :: I :::::: .. .. .. .. .. .. .. , . ,..;. R1MT95.88• .. :33LF ,1,2 : SD S=2: 0� :::::................... . .............. . .. . . ......... .,. ................ �. ...... . . ...... I . I :..:. 11`4LF' 12": S=2.00% 95 F7......................................................•................,......,..<......•.....,,......,......,.....I...... I...•......I..III ., 95 < . "i ./ - . . . . . . . . . . . . , . , . . . . . . , , , , , , , , , . . , . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , , . . . . . . . , . . . . , . , , , . . . . . , < . . < , .., . . , . . , . . , . , . . . . - , . . . . . , . . . . , . : . .I ,I . .. ....�-II ,. „ I ..,.. ,...,,. ....,.. ,,.. _.,.... ....... ....... ....... ....... ....... ....,.. ....... ....... ....... ....... ....... .,...... ..............I:,'I...-..............., .. .. .. ..- , .. .......... ...............• . .. .....,,I..,,,,. " . ..,..........I.I.I..1I- .........,.. ......,.............,-•...........................-.............,..,...1..I.:..I...:. .I...I..I.I.....,......,..,...I . l. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , , . , , . , , , .. I...I.............. EXIST: 12" SD ..............................- ..-..,....,.,........-..,......,......,.,..........-..,.............•.........................•...,-..........I........,....,,... 90-----�--- ___ _ _______--,---------II-____ _ _ __ ...-,.,�.___ _ --- 90 /AVA/ ..................................I..,......,.,,..,..,,,.,,..,,....,....,.,....,.. 7 -....<.<.,,..,,.,,,....,,..,,...,..,.,......,',....,.,,,,.,.,..,.,.,..,.......,,,,,.,..,..,,,.,...,.,....- ........-.......--..,..., II ..........................<.,....<..........,..,.<.,..,.,...,-...-..........-.I...I,....,....,.,,.,,,.,,..,.,,..,.,.,..,..,,..,...,,.....,..,....,.,..........,.,.,..,,.,,,,,,.,..,.<...,....,....,....I...I..I.,,..,...., ..., ......................I.,,......< .... I . , ...,... I .,..,.,. .....I. ...I.,.. ........ ........ I....... I.I..,, ..,.,... ......, ....I... ...... -• ......................<,,.,....:,,.,,...:..I...' ::`::: :::::::: ... .. ....''I -...... ........-.....-. .-...... ..... , .,...... .... ,. .•..,.........1. ....,:.......................................... ..........:.................... ......*............... . !. , . . . . . . . .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 85 85 r7 LO M r7 (0 00 q N cV N O O) 1-It O 00 UN rn cfl rM 7 00 N r7 4 Q6 � 00 O N r'7 qF d' tf) co 1- - 00 M M O �- N N � a) Cn 0) 0) M M O GDO CD O O O CD O O O 0 O - 61+50 62+00 63+00 64+00 65+00 66+00 20' 0' 20' 40' HORZ SCALE IN FEET 5' 0' 5' 10' VERT SCALE IN FEET SURVEYED: JFS • , $ M c.P4 :; DRAWING NO. 3.03 DRAWN BY: CMF ti (51 �► j 1P '- CITY OF RENTON HIGHLANDS TO LANDING 4.S�' '►� ML PROJECT NO. 31796 DESIGN BY: TJP f"y �' a Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007) FED AID NO. CM-1070(007) CHECK BY: LBM 1=0 NEiooi Farmer APPRO D OR CONSTRUCTION DATE: June. 2013 10�°�400 °"°e 1: a �� ROADWAY & DRAINAGE PLAN & PROFILE PROJ MGR: LBM Phone: 425) 822 4448 S sTE4 �� BY: DATE: / SHEET NO. 9 OF 44 NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 IOrTAL 04Z mrw.otak.com