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HomeMy WebLinkAboutT-393417TBLOCK PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. M M co I 6 Nt I LLJ I— LLJ `LJJJ i J N Z LU C/// a 75 8 Lin U 11 a C_ ( QJ QJ C_ C_ QJ C5 C_ 4- 11 In QJ QJ sz "w CP �JA �W �I oW 00 J 11Q 2J Q CD Y 1 U +1 � U= O A L am / ('") �� 4o-1 - CD L;� CU a Q ", U w (U _J z LE z (Y) "BAND OR MOUNTING ON EXISTING METAL POLE OR LUMINAIRE 1. MIN. Tl ­?" "-iyz GALVANIZED BOLT WITH GALVANIZED WASHERS. o TOP OF ANCHOR' - Z C) _J (LOWER SQUAR D TUBE) - O L C7 -ul �~ I hm a GRIOLIND r LINE to: z '. 1 �j . x -_ -- NOTES' 1. DIMENSIONS FA ,'THE PARTS USED T01 AS`SEIu�BLEI THE BASE CONNECTIONS AK INTENTIONALLY TENTIONALLY NOT S OW CONNECTIONS ARE PATENTED MANUFACTUR ED'hP R00U TS THAT ARE IN COMPLIANCE P T WITH NCHR 350 ERA H EST S CRITERIA. THE BASE CONNECTION DETAILS A -RE S OWN OH THIS PLAN ONLY TO ILLUSTRATE HOW THE' PA♦,T_ S' ARE ASSEMBLED. 2. A 2" (IN) POST WITH A 2 1/4" (IN) PSST ANOR OR A 2 1/4" (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE TIT T CONTRACT SUBS _ U ED. SEE CON RAC PLANS, 3 PRAIED SQUARE STEEL POST SHALL MEET THE' REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 906':, 4. USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED" HARDWARE THAT MEETS THE REQUIREMENTS OF WSDOT' STANDARD SPECIFICAJION5 9='L06 AND 9-28. EDGE OF TRAVELED ROADWAY 90- 30'1 3. FOR REFLECTORIZED SiGA1S` MOUNT FACING 3 (degree) 0 TTWARD IF SIGN IS WITHIN 30 FEET OF` ROADWAY SIGN FACE ORIENTATION - - SIGN POST LOWER SIGN c 5/16" (IN) CORNER BOLT POST SUPPORT OR 3/8 (IN) FLANGED SHOUL"DR BOLT WITH NUT AND -WASHERS - 2REQUIRED (TYP.) BOLT STOP IGN POST TYPE ST-4-611146-11111 SUPPORT LOWER SIGN POST SUPPORT - 2.25" (IN), 7-GAGE, HOT -DIP GALV., IIN.y \_ HEAVY-DUTY ANCHOR AM. � COMMERCIAL CONCRETE MOU 1NG' ON METAL POST �____� PUBLIC' WORKS I I, DEPARTMENT SIGN .� . -' MET MOLJNTING ON 'SINGLE STD. PLAN- 129 c,0 AL POST APPROVED: "7-(ADOPTED) (ram 6 TO - _ -�_� DATE`— �_.-tea. - - - L O 07 I - . - n=,z -,z A5 a2 I — I_u .1_ �' _i R 2 3" •! WHITE 4.e 1 -O" 1'-0" --i 1-- - S . , xx�:,;.uf: WHITE EDGE OF ROAD LINE r TURN MARKINGS "� �� „,,IWMF f�?' t- 6" TO 8" 'q till E ISLAND W/CROSSHATCHING x3 A`�"11 -4} - `YAflL 4 H -,gym '.' >./3" K [+�- _ �$ ,�.-, !�.,-,,,"_.,. !. ,., -..�! � i _Z�:-,�i ;;! .�!�,F_�-:,�I_, �­_I.;, , -. � _ ,' I 1�I-..:!.. '.,­. '11-."-.i,:.i.. h r t T^>6T1 s t,a'.,. :.'. :., ...Y"a rt 14r , K:-'�:3 ,ro , , s P . '. :._' :. .. —md' a I tom10 ':'` : ir, v: a,f:. +� t Y . r, A Imo. ;;,. '» n Ta a 11 r Y ; a �: t h: a , •. .« ,. '- v d• <;..♦.., ,-`,gyp' '�.r u' ,. - ..�< .• 4 ,. a. r _ , ,., aw a H.. :.. .,, _ w vacs . k a " . „4 e. ca.r'.. , r e .'k ..NT . F: 4 , t. r S a� .. ., .. s .. ., oa: ,,: s M Y� . 1 :. �� d r - r" r.` r •14" ':�. ';"$�:"r''.s.; Fl :' A. ¢.' ,=-6 'r` 4, r .,42_d•0. r 1ta.` .ur .. t c.. .fir .:.., - 4 ..4 .'..:a.'� ..;,a,: ^di.°': MPH D• Y'. :..'Y•i as ',..'. , i� " :d,+ ,w.. 4>r*.: F.. - e 3 .. .. ,.. .:fro'.%" , , -;.. .., ff'a'i. m''^`^r t : .5 „sP.,.s3rt. :. '.f.a I !d �f '` a,1 y, -3, •;' ;,: v _. .1..„ cn -,k T,a. is Y-,4<.,. ''.fit. K.,?z yt •e� S ;, 3*�:.;:;. ,, x%,'9,Iw:v E,<tld,<,,.- -. �... V^,re 4 ;r z5 SO FL r ' �, � ? . 1 �'' , `;;'' 'c`* • � e w E:':t �c , x� t!o' _1111 '_: t i :' GENERAL NOTE 7 d �'11 wIN .1 1Ta r�s `�—t --1r I.- q €+ yq See contract for location and ' y " j'j 35 75° FL >' �'* + k - y, °`"4` ` I I ''rhv 'r4'" 3. ,s } material requirements. '- 40 225 Ft. Y ,e,`i ( - h) jF4 -'J •p, ,�. ,&1 %i", J- g s�'r`°s .�w.`., °r � _ 95 300 FL °� A { - • 4 ll.) 4 'u sF' g P� ,Y $ F v : ; 1 1 °tea` . °'a1 Yvy: ,, aj pG R'+'k0 `£ir' ,, y,♦ '. 50 375 F1 ) g '3 S '�"?N £T-,� tt � . g' 4 .yt4 ,�tf 4 1• I , mG; &2' e�� .° TN -^-.' 55 I50 Ft - ^'' e .s:. - ,xc ?9;.s,�� �" 3 _! t �l, q+m �, �¢. :.a€t- .xrf�ef • ;T' t.',yEdk i .,wwdh^`rt%9 ♦i'g• to 0 80 550 FL 3I IN` - , : . . 85 850 Ft - _ _ ., UNE LINE OR ��' +DIMENSIONS SHOWN IANE EDfiE OF CENTERLINE I ARE APPROxIMATE. f rti li BIKE LANE .1. _ I 1 I 1 �,l\ q a U \\\U\ a O O puy 9 n - - D R 16' I I,-6. - - — LAYOUT uh - EDGE UNE 6 D D m LAYOUT 2 NOTES NOTES � Bid Item "Bicycle Lane Symbol" includes arrow and bike rider 0 Bid Item "Railroad Crossing Symbol" 1' T symbol. Id "X" bl Itt dtw I ACCESS PARKING SPACE SYMBOL T ". COTT ZF� QS�° p4� IgO�gFP 1 o .P 2.. 0 `vim K o� E'p/STEwR' �2 Incu es sym o, a ers, an o 3, 4- (1) 2 • 6 White Arrow I I Ss7ONAL E�<' 24" white transverse lines. (DS Bike Rider symbol I I EXPIRES Mar 5. 2003 () 24" white transverse line DETAIL r 3^—�7 G) Stop Line aQ W10-1 Advance Warning Sign DETAILS PAVEMENT MARKINGS (not included in RR Crossing Symbol Bid Item) 0 See "Standard Alphabets for Highway Signs and Pavement Markings," 1977 Edition (FHWA) BICYCLE LANE SYMBOL STANDARD PLAN H-5e © Place Stop Line 15' from the nearest rail or SHEET 3 OF 3 SHEETS approximately 8 feet from RR gate, if present. ADOPTED `,�Y p CITY OF RENTON RAILROAD CROSSING SYMBOL A STANDARD PLANS m ..- , ,-,. ,,.,.......,,..♦♦...o.. ��N t0� LAST DATE: 06/24/2002 a Iti < �� ., .. SP PAGE HOO9.2 kl, Y _ g'-0" 15'-0" 9'-0" 1, .. .. I I .� 3:5 RATIO 0 4 - 1WHITE LANE LINES 50 VAR. 15 � . ., %. .. .. .... 4 t 5' 20' 1 15' RAILROAD CROSSING MARKING CONSULTANTS Site Planning - Civil Engineering Land Use Consulting - Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG REDMOND, WA 98052 1-800-424-5555 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com 1ht © 2019 CPH Consultants, LLD. All Rights Reserved. Pavement Marking Details Y O•A ADOPTED Uti CITY OF RENTON 4 + STANDARD PLANS N > p� I ST DATE:1-Aug-90 DWG NAME: HR-03 SP PAGE: H008 CENTER LINES • 13 • • • • • • • • �T4 3� 4 YELLOW TYPE 'I' 30' LINE MARKERS DOUBLE YELLOW CENTER LINE 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) �:9,• 15' � III 3'� i 4" YELLOW TYPE • LINE MARKERS SINGLE SKIP YELLOW CENTER LINE 4" YELLOW TYPE 'lid' LINE MARKERS (REFL.) TWO-WAY LEFT TURN LANE • • ® • • • • • • • • • • • • O O • �• 9' 15' �{ •� * e 3' � • e e o�r4„ / 12' 4" YELLOW TYPE 'Ild' LINE MARKERS (REFL.) LM J r 4" YELLOW TYPE 'I' LINE MARKERS NUMBER OF 2-WAY LEFT TURN ARROWS SPEED LIMIT 25 MPH ----- 200' O.C. 'Of W010 SPEED LIMIT 30-35 MPH -- 250' O.C. SPEED LIMIT 40-45 MPH -- 300' O.C. a M a',• - _. .. : . � „:• wg r ( v s Y p �.v s P k t r $ d.:•�a:- ,.a, r'+�-s te"�s,`12i,. , _'. cSca b,'`.' '>n:.n " r1. t.. .. .. _ :. • -. .. 9'- d. . .. . .. NOTES: �tty.P Variable 50' Taper length = TI x taper rate See Table 3` t. First Type 2L arrow is installed 50' S,` see Plans Double yellow back of stop bar or crosswalk. Second center line `r arrow is located 100' back, or at Stopping point Wide Line Decal. toper left turn pocket. see Note 3 See Table 1 see Detail A o see Table 2 .L for taper rote 2. "S" = 140' for posted speed < 50 MPH 41 R —I "S" = 170' for posted speed > 50 MPH W L T: 11 I - - - - - - WT _ - - - - -�- Approach - WI - - - 3. Stopping point shall be marked with .;'_.°,'. stop bar only when mainline movement Tz Wz Departure ->• Wz Is controlled by a stop sign or traffic '- signal. See Detail 0 See Note 6 n See Table 1 4. Raised pavement markers shall be ;i Type 2L traffic for taper rate Installed only when specified in the , arrows, see Note t Contract Plans. Double ellow center Taper length = T2 x taper rate y-_-_--- 5. See Standard Plan H-3 for marker line, see Detail B LEFT TURN LANE designation. G. No Pass Line on approach side with I B_"� skip center line on departure side - 'k Wide line unless Double Yellow Center Line^'T,4 "s" required in the contract. •yy„ see Detail A Variable See Note 2 too' 500' MAX see Plans Stopping pointy see Note 3 - - - - - - - - - - - - - - - - - - - a CL -_- _- --_-_- ----- sr-_ - - - -- - - - ---_ ---- — - ----_ : . Type 2L - - - - - - - - - - - - - - - - - - traffic arrows see Note 1 Double yellow center Type - line, See Detail B Two-way left turn line, See Detail C YP traffiic arrows see Detail E LEFT TURN LANE TWO-WAY LEFT TURN LANE TWO-WAY LEFT TURN LANE 4 D.RIbf i\ lS�1�V' a446yYak2 °�` y 30'+ _- . See Detail F I' TABLE ] TABLE 2 TABLE 3 — — 90� ,f —ss to ° DeceI. NJ. I5T% Ol Posted Posted No pass f70NAL e� Posted Taper Taper length Left turn Speed Rate Speed Length Speed (Minimum Two way left turn termination radius at tee intersection or where EXPIRES OCTOBER 26, 2000 60 mph 601t 60 mph t80' 60 mph 790' WI =Approaching through lane left turns are not permitted 1 I rPAVEMENT MARKING 55 mph 55:1 55 mph 165' 55 mph 725' W2 = Departing lane and two Way left turn is not DETAILS 50 mph 50.1 50 mph 150' 50 mph 660' TI - Width of left turn lane continued beyond intersection. - 45 mph 45:1 45 mph 135' 45 mph 590, on approach side of fy STANDARD PLAN H-3a 40 mph 40:1 40 mph 120' 40 mph 360END TWO-WAY LEFT TURN LANE a,ffTtoP _ 35 mph 35:1 35 mph 105' 35 mph 260' Tx = Width of left turn lane 30 mph 30:1 30 mph go, 30 mph 200' on departure side of rt - __Z1..,,a.-� «" ADOPTED 25 mph 25: 1 25 mph 7TV25 mph 150' WT = Total Width of channel ization - 1rty O CITY OF RENTON (WI +Wz +TI +Tz ) Sim „„�,„� g� STANDARD PLANS DA1E m FEHa�, Qi LAST DATE: 06/23/2000 iNrO SP PAGE HOO8.1 CITY OF RENTON PERMIT SUBMITTAL BHB 5/1/18 JBS SURVEYED: STEPHEN PHILLIPS PLS SCALE: RECORD DRAWINGS MRL 3/11/19 JBS DESIGNED: BRYCE BESSETTE DRAWN. JOE AMARO ONE INCH CHECKED: JAMIE B. SCHROEDER, PE IAT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N0. REVISION -". I DATE APPR APPROVED: CHANNELIZATION MARKERS DETAIL Oti`CY O� ADOPTED CITY OF RENTON + '� ; STANDARD PLANS "{� T O� IST DATE: 04/04 DWG. NAME: H001 SP PAGE: H001 ''" s' . t... a . Type 2YY - >'E' O RPMs, see ( n Not e 5 �i� Type 2YY RPMs YP w y m c see Note 5 T the - o i de L °• . W 40' Spacing >, - II c ..� �_I ��.-1:;�1�L'.%I_,,1,.,-,:", ,� _��,,1�,1,�"-�:_._I.�. ,�I _i"'.- _..-f - .-, I ,-,,.,,.. .-'..i _-. � I", I 1I.,.� ,.. ..1.. , 1I.-.. I ..- - . _4- 1 1_, * niv13;- . -�,. -; - =____1%� —\----------- != --�1:...-1'!—V-:-,—i4 --,._--;�'-,—',�-'4.­11-I ® ` c 3 a 0 15' 10 30' 10 15' o + + < . 3 "0J ;O . ,� - lh,V/� 6" �7T- 6 m F' T o a eft i ,: Double ello w w w - I: .,I ,�,i //}®2D' Spacing I 11B I -1 : II . I . . . 4 1 I_4r-1I/--/-//-/-/X- -1`/.- -/x- x-X - �- , T e 2 RPM- .:. : _ y %. i-' ,'.. Y ::.?.. see Note 5 center line turn line - a , t DETAIL A DETAIL B y°' >,- 'i"' �1� ". 3' DETAIL C,, � r� $� � '^ sn 1 xr `. .se � 3 ns,t�3 x y,iy J t ,3, t4 x x^ '--. „TM 4,1� k .-7 7 ,), `-. Inside edge a �* 1+�k. 9" , . ' : :�" 1 t `Yx .t" , of lane 4 �`.17 Pavement markings may be .2 ' " " """ N-- k5. s " - 4" curved here as shown to ,g.f <' f, allow continuous painting Double yellow Two-way 5' to 10" a%.1 Double -F v by the striping machine. center Ii - Left Turn of t t YeIIDW 6" 4 s Lane r Center 6" '= 11 t Line d ,11 Deceleration taper °----ttj}----. [I s5k '•.' o /2 Width Type 2YY RPM % r_ c-_-_-_-_-_-_-__ I/2 Width see Note 5 4" T� '`,,::.. When RPM's required n - b contract, use f° a Y ALTERNATE, Type 2YY, see Note 5 f LINE DETAILS 'E q" Type 2L Traffic Arrows &4 T;. ® 1 DETAIL E 40' RPM H i �O RPM ®cin spacing See "Alternate �0�_�64 FA6Qry v, 20' tamer _-� _ Line Detai I" Lane width 5 +a. for decal-'^-- -'-'----- measurement point - :a T ® ® ® POAE fAGI ST?" N�4j� C)x, 4.. \ \ ssyONAL B O li 11 Type YY RPMs \ a - O `\ EXPIRES OCTOBER 26, 2000 - 10' O.C. ti O \ PAVEMENT MARKING DETAILS ' 0 : o- I 1.-.( 0' RPM spacing j Double yellow center line `1J I 4 } , DETAIL F STANDARD PLAN H-3a T Double yeI low a 111- srffraoeasf�rs center I ine o fi f,""` ADOPTED l " - 1 k 11. I , DETAIL D ,� x t1 : x� sty O CITY OF RENTON r ,,: a .S ' " C a STANDARD PLANS -t`�'da Y* y ": r,s .w ' =n a,. ;y 1' 3 5s�' .7 �" r �,'-uT`� 1 t sym nu o«�m q 3..T ,., ,< .. g v" a r °A E m.H� m Rnv� Q� O� LAST DATE: 06l23/2000 �' �. SP 008 2 ,, - — I *1 I , � - , , -. I . � ... �­` - , ,� 'L E a PAGE H r _- �ti. ,.� y"ts'.r '�y F' : TMa i - x ° as '"'cT' y�"o `Y'.c , 10. � , �,- I " +� .-.l 6( F R1 h - G 4.,, �-,. ice' A''S.$.'�,' f M &tCi i.p .. R a 4 H ✓6'.11' ems.,. :'. °}T F- 4. A , 7` P1. i n. ° t. "_".'. :2 ... .. .. . Type 2YY .. - J Isee Note 5 Type 2YY RPMs Wide Line 40' Spacing see Note 5 m o C T 9 0 ' C 9 ® � m 3 + J 15' 10' 30' 10' 15' 3 } �,z&, � m T71 '" ''� >;'" ® 4"-___-_-_-_- _-_-_ J 113J____-_- -_- -_-_-_®-_--____- ,. ,. I � ° 20' spacing ,...._... - - 1 � +- 6 4„- 6 m Type 2W RPMs Double yellow%Two-way left , � 4.4K,, f �, see Note 5 .. center line turn line •%",° - 1. ... . - ... .,. - W 7 §y e.. { e ": _., 1 :o DETAIL C s". , . _..:` DETAIL B 1 �.. .. " 0 3' ,;- DETAIL A . '. ,.,. a.d �" ti w�, .. .. ... ,y. - s°,.�'%,� -""un. s.,' x x•x <a. Ins(de edge t.. > y ::c ; ffi - :n? �'r V+2 'r'�t, 1g'' 3; of one ..1. Pavement markings may be 4 ? `'t{ L. �` ,t„ f ,� * I %�..X 4" curved here as shown to ` F - e ' allow continuous painting Double yellow - Two-way x 5' to lo, ''�' w Double by the striping machine Center line Lane Left Turn ,4- a glt �' YeIIOW ` 6 Center 6 _ I ' L11 ?, ,- "' ..- i . Line rk11111 Deceleratl on taper a �ilI 11 a�` , ' �. 0 5 �' a,,.... -_-_-_-_-__ /2 Width Type 2YY RPM 4• a1._, A`YN When RPM's required a - I/z Width see Note 5 I. Dy contract, use _ 1° ALTERNATE Type 2YY, see Note 5 LINE DETAIL "1 •E 4" Type 2L Traffic Arrows v DETAIL E ' ® _ 40' RPM ® 4♦1il�l 20 RPM®ciner Spacing SeL inel Detaale Lane width f�0�1e 644 wy -- 1. t°P------ — for dece '-----------'--- measurement point - 90 ,v ..... Q W� � F OI 6TB III ® ® 4„ �R `� -.- Irs`�YONAL 8 0 Type YY RPMs \ ' `\ EXPmFS OCTDBER 26, 2000 10' O.C. \,/0' E ! PAVEMENT MARKING m Double yellow center line DETAILS 40' RPM spacing } m :_9 I ° DETAIL F STANDARD PLAN H-3a Double yellow 0a • ,' ,c ..%,,. x a center I ine m 'A ? ,A• e,o e +rl"I _ �t, i "t" s r, s ADOPTED r;1 zar F > n nr s 13 1z' < a t: :.�.. n re at a rn a �" " - --��- SN p CITY OF RENTON aadnk DETAIL D ,' S ° Ms� O� t * , a ���w �n : �m «� STANDARD PLANS s f $ I e ,' & l °" 6 a0 �� O� LAST DATE: 06/23/2000 k f 1 N'C , , SPPAGE H008.2 r+ :y1ce" b y, t1�1 "' a; 2 z g se a s ., t d ," c, a" t •V ,ti il^. t,¢ tiara''`,,. ._ /. +s+nw ea,.„ :Y.� " .p4` wroi4 .. f �t" THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED AND DATA PROVIDED BY LDC CIVIL ENGINEERING GROUP AND/OR RECORD INFORMATION PROVIDED BY THE CONTRACTOR. VERTICAL: NAVD 1988 HORIZONTAL: RAID 1983/1991 DATU M -� SC '11� I WAS .14 T-393417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SENZA LAKEVIEW VRC T Y O RENTONROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS SIGNING AND CHANNELIZATION DETAILS Planning/Building/Public Works Dept. 111 I LJJ `' DATE: i 5/1/18 Q J FIELDBOOK: PAGE: N DRAWING N0: C5.101 IJZ LJ OF: _�-E--. 39 48 ( )