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Home My WebLink AboutT-392702EG J92. OJ EG 39213 FG 391.66 `O 2:0 FG 391.67 EG 392.19 EG 392.09 10-7-00 FG 392: FG 391.64 EG 391.59 SW 114 SECTION 9, TOWNSHIP 23 N.. RANGE 5 E.9 W.M. THE Pt EL. 391.23 CR -1 ...:.................L ...................................�.. ........... STA. ••27+-75.05 L I " NOTES - .. �. ,, - ":v � .:. � - A � � .CURB RAMP WIDTH 4 - 0" MIN. LANDING TO MATCH - A _ - CURB RAMP WIDTH E CONTRACT PLANS CURB RAMP WIDTH 4 0 MIN _ 5 y1 TREE RETENTION r STA. 29+22.70, 35.70 L 1 At marked crosswalks, the connection between the curb ramp and the road LANDING E MATCH CURB RAMP Q:'y1 :'*� F EL: 392, 62 I WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. LANDING --.\ :� I f11 - I GRADE BREAKcuRB RAMP , LANDING I 2. Where "GRADE BREAK" is called out, the entire length of the grade break - 1 GRADE BREAK between the two adjacent surface planes shall be flush. GRACE BREAK SEE CONTRACT PLANS ^ - CEMENT CONCRETE SEE CONTRACT PLANS -• \ /. - N . 0" MIN. \ 3. DD not 4,. .. V�'`r• Q•.- :11� j 1 <-�\ _ _ _SIDEWALK-SEENOTE6 place Gratings, Junction Boxes, ACCa3S COVef6; or other appur6Bn-' 4'- o" MIN. \ / ances on any part of the Curb Ramp or Landing, or In front of the Curb • • •J: �): • 't , PROVIDE SMOOTH TRANSITION - I Ram where It connects to the roadway, 29+22.70 30.70 L 6' TRANSITION CEMENT CONCRETE TO SIDEWALK WIDTH z -�_ P v •` V.�Q, ° - - SIDEWALK- SEE NOTE 6 - I ` (TYP.) - - SEE CONTRACT PLANS ^ ( -'MIN. BEE coNTRacr 4. See Contract Plans for the curb design specified. See Standard Plain - ; - .. EL. 392.54, { RA P..:5 3 3 : 4' • 0" MIN.. PLANS ^ 4' - 0,: MIN. �. .1.59 \ * -... * F•10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and EXPANSION - ^ Pedestrian Curb details. FLARE iTYP.J -, - :.' 3!S SON BUFFERWIDTH MATCH .. JOINT{TYP.)-SEE : -TO CURB RAMP DEPTH. lfl:� 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See `• ala" EXPANSION I CURB RAMP STANDARD PLAN F-30. 10 � I JOINT -SEE ; m (TMP } Contract Plans for width and placement of sidewalk. O ..-'' - STANDARD PLAN F-30.10 I GRADE i -.`' u. I - �-i�r . ..• ., - ...,.. , , _ ...� 6. The Bid Item Cement Concrete C O - l TRANSITION T IDEWALK B FFE IF '�• � urb Ramp Type _ does not Include the '. 1'.,,".'_ �c '` ,,.. ,.�,.., , :. BREAK 0 $ U R I Y w - - - - ! , �a /- GRADE BREAK �. - PRESENT, OR TO BACK OF CURB (rYP.) - - ,, adjacent Curb, Curb and Guitar, Depressed Curb and Gutter, Pedestrian FG 33 b I ..6. i..... - ....- ..BEE CONTRACT PLANS :.. .. ' Curb o Sidewalks. ; .-. ,. - �..✓ .. . : ., � ......... ..... ... -.� r. :.. ..1 � �^--_ :::::: •: :+iii::. -��. • - a STA�9-r128.7� 5.7 L •-....: -._ ..... ,,--. "• 7. The Curb Ram length is not required to exceed 15 feet unless shown � I ( �� .., CURB OR CURB ...... ..... P 9 q F 391 8 `� ........... J 1 EL. 92rJ ( - CURB, ort cuRe otherwise in the Contract Plans). When applying the 15 -foot max. length, �� CEMENT CONCRETE - AND GUTTER "-• AND GU77FJi - PEDESTRIAN CURB ^ the ftlMin slope Of he Cu ° FG 391.26 0 Ga €i / SEE NOTE 4 q J 9 P t Curb Ramp Is allowed to exceed 8.3 h. Use a �' i;F - ) \ DETECTABLE WARNING SURFACE -- SEE NOTE 4 I SEE NOTE 4 h / I B I single constant slope from bottom of ramp to top of ramp to match into - _ - ,«; ;t _ s SEE STANDARD \ \_ DETECTABLE WARNING SURFACE •- tt1@ landing over a horizontal distance of 15 feet. Do not include the g / ...... ...... ....... g . t? € €: I ,..,; - .✓''• - FACE OF CURB ._ \ - J i SEE STANDARD PLAN F -SUR , FACE OF CURB _ abutting landing In the 15 -foot max. measurement. FG 331.20 _ : � � �.� �,,.w-�.�..STA. 29+28.70, 30.70 L � � I ,_ � �-- °°° - -_ MEASURED PARALLEL DEPRESSED CURB AND GUTTER r - _ `DEPRESSED CURB AND GUTTER - S. Curb Ramps and Landings Shall receive a broom F101btl. See Standard a oo °o°o°o° S P - EL. 392.50 _ \ _ SEE NOTE 4 °o°° ,° - ... _ TO CURB (TYP) .. CROSSWALK . - CROSSWALK - Specifications B-14. - 00 MA TCH EX. SURFACE LOW POINT �._...� g. ! . - -•� Pedestrian Curb may be omitted if the ground surface at the back of the -- - --- '- Curb Ram and/or Landing will be at the same elevation as the Curb FG 390.65 o :FG 390.51 € o P g I ! 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F•30.to I - - Ramp Or Landing and there will not be material t0 retain. : O FOR CURB RAMP LENGTHS GREATER THAN S'- W PROVIDE FC`{ 390.59 i UJ PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. PLAN VIEW I - y TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) I _ SEE STANDARD PLAN F-46.10 1 SLOPE IN EITHER DIRECTION. - , LOW POINT - - GRADE BREAK 1.5 OR FLATTER RECOMMENDED FOR p 4' - 0" MIN. 15' - W MAX. TYP.) - * DES GWFORMWORK (2% MAX.) e< SEE CONTRACT PLANS - BEE NOTE 7 - :COUNTER SLOPE - 7.5% OR FLATTER RECOMMENDED FOR - �: FG 390.81 (STA.10+50.96) SLOPE TREATMENT ^ ROADASOUTHERN SIDEWALK TRANSITION DETAILS 6.D%rax. - FG 390.79 - :. SEE PLAN F-30.10 DESIGN/FORMWORK * GRADE BREAK _ \ / DESIOWFORMWORK (8.3%MAX) FG 390.86 - ; - - _ tI� 9F' �- �. ` TOP OF ROADWAY * * ,* 9.5% OR FLATTER RECOMMENDED FOR .• . ' - DESIGWFORMWORK (10% MAX.) ' LANDING CURB RAMP ¢ - qF, �� •)h. K/'� _. �. t * 2 • SED RB AN DEPRESS CU D GUTTER - em+ FG 390.65 O ' - - '� - _ 1 SEE STANDARD PLAN F-10.12 d O N f: LOW POINT O rn secrloN AO A Q N i lO FG 390.59 CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE : �o� p8 zaseo , , OU ;(�. I : CEMENT CONCRETE - - PERPENDICULAR "A" PAY LIMIT -SEE NOTE 8 \ - PERPENDICULAR "S" PAY OMIT -SEE NOTE B ]l�\ �� C?J, O) STS �'ti� O PEDESTRIAN CURB - S SEE NOTE 4 ZONAL : 4 : jj , - - . \ DETECTABLE WARNING SURFACE ^ \ .: s Zclkr. SwU SEE STANDARD PLAN F-16.10 Jou 24 2016 7:20 ANI FG 390.71 o PERPENDICULAR :CURB RAMP �\`•` ' _ - 3" R. TYP. , -DEPRESSED CURB AND GUTTER - ./ - .. Q FG 391.27 + r i / / STANDARD PLAN F-40.1508 1a �� SHEET f OF 1 SHEET F . CEMENT CONCRETE CURBPUBLICATION - . - AND GUTTER - SEE NOTE 4 : - APPROVED FOR ,g STA. 27+ 15.5 :35.70 L FG 391.35. \ / La2$r.6 R PN . . I EI 391.62 *� ISOMETRIC VIEW ISOMETRIC VIEW arAreoesl°sEuas=_ea MATCH E. SURFACE CURB DETAIL B W..IL,�.,:ror.a,.,...rorr..Fo~a1.. p i O TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR B PAY LIMIT FG 391 3 STA. 27+ 15.55,. 70' L / 391.5... .• ! MATCH EX. ; RFAG 4. F'& 391 1 ' ..._ _,.m , v-..,� �._._. .., NOTES II 6 TRANSITION >••. Q �. v F • � i �o � SUFFER This � ' � RAMP L MATCH SIDEWALK �^ y 1. plan Is to be used where pedestrian crossing In one direction Is not I I 1.59 �f' -•.. 3 .. - , € .r6 : - - WIDTH - 4' 0" MIN. - �- I STRIP permitted q I'. MATCH SIDEWALK : : : BEE CONTRACT PLANS. - Y • Q 2. At marked crosswalks the connection between the Landing and the 2.�''• % : - U - i-; : WIDTH-4'D"MIN. --.. 9 - < _ B „- - . - PEDESTRIAN CURB - roadway must be contained s. C;� .SEE CONTRACT PLANS y ned within the width of the crosswalk marking - - .. SEE NOTE 10 CURB RAMP 2 w 3. Where "GRADE BREAK" is called out, the entire length of the rade break CQ - jj .. 9a1 0N) EXPANSION _ m 9 9 FG 392: - .. - - - - - - . ? : , - ::: PEDESTRIAN CURB ^ MATCH SIDEWALK WIDTH ^• 4 0" MIN. .. - - - I - JOINT- SEE STANDARD BEE NOTE 10 - between the two adjacent surface planes shall be flush. • 8 PLAN F-30.10 SEE CONTRACT PLANS LANDING - �' - , : 1 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- i STA. 27+21.55 30.70 :L LANDING \\ ., i • • SIDEWALK- / 318" (IN) EXPANSION JOINT -SEE PEDESTRIAN CURB - ances on any part Of the Curb Ramp or Landing or In the Depressed EL. 391.6 SEE NOTE a - STANDARD PLAN F-30.10 \ SEE NOTE 10 - - EL. 397.6.0 s^ R. Curb and Gutter where the Landing connects to the roadway, M D 9 v o° STA. 28+ 04 STOR . RAINAGE tT,rPa - ....... o - 1 - - _ - - ' . �' -5. See Contract Plans for the curb design specified. See Standard Plan -. - i'7 ..... - II 0 MIN. 9 P 7.29' 1.59 - - STA. 27+27.=55 35.70 L � A _.. F 10.12 for curb curb and Gutter Depressed Curb Gutter and 0000 _ CR 2 I I . - •t::,l,, z .A z p Pedestrian .... I - s^ R. - -... : Curb details. t EL. 391. 8 * * ^Lp jJf 5 •0^ MIN. 3 R. B. See Standard Plan - I n F 30.10 for Cement Concrete Sidewalk Details. See ----- s� , o x ------------ ------- - ----- I I SIDEWALK^ ' •� � � � Contract Plans for width and placement of sidewalk. -'(I SEE NOTES ., / 1- 7. The Bid Item Cement Concrete Curb Ram Type does not Include the x.30 I I ( ^ \ DErE TABLE WARNING URFA E R P YP - I I - : - /l' / L C S C BUFFE - DETECTABLE WARNING SURFACE BUFFER STRIP SEE C \ adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian F(� 392, 3 _ _ CONTRACT PLANS - C SEE STANDARD PLAN F-46.10 STRIP �j! / SEE STANDARD PLAN F-46.10 Curb, Of Sidewalks. II , CURB AND GUTTER ^ �- CURB AND GUTTER - I I s SEE NOTE 6 SEE NOTE 5 8. The Curb Ramp length is not required to exceed 15 feet (unless shown I ( - PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise In the Contract Plans). When applying the 15 -foot max. length CLOSURE SIGN CURB RAMP ' CLOSURE SIGN ' - FACE OF CURB RAMP � (measured from back Of Sidewalk) the running Si0p8 Of the CUfb tamp 18 I NORTHERN SIDEWALK TRANSITION DETAILS FACE OF CURB allowed to sof rad 8.3%. mUseatch i single constant slope from bottom of I I � CURB PLAN VIEW PLAN VIEW ramp to Top of ramp to match into the sidewalk over a horizontal I I o TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B distance of 15 feet. I I 9. Curb Ramps and Lendings shall receive a broom finish. See Standard II g Specifications 8.14. ' II LL I I 10. Pedestrian Curb may be omitted if the ground surface at the back of the m DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb ' 15 - 0" MAX - SEE STANDARD PLAN F416.10 15 • 0" MAX (TYP I 15 - O" MAX (TYP I Ramp or Landing and there will not be material to retain (TMP') GRADE BREAK - - SEE NOTE S SEE NOTES . I SEE NOTE 3 , ' / GRADE BREAK GRADE LEGEND GRADE BREAK - : - GRADE BREAK GRADE BREAK / COUNTER SLOPE - r BREAK �. ` - B0%MAX SIDEWALK- - SIDEWALK SLOPE IN EITHER DIRECTION SEE SIDEWALK- \ _ _ {` SEE NOTE S 1. \ - / SEE NOTES NOTE 8 1L' * - : / 70P OF 1.6 OR FLATTER RECOMMENDED FOR L_,/- ROADWAY ----+_ * -. -..�� DESIGN/FORMWORK (2%MM) CR- 4 SEE STANDARD PLAN F•10.12 * * DESI OR FLATTER RECOMMENDED FOR T ...EL.., 397.90 p l ®� 2 O ,.. ............................. ............... - CURB RAMP o: t. SEE NOTE RMVYORK (83%MAXJ � DEPRESSED CURS AND GUTTER - LANDING \ CURB RAMP -SEE NOTE 7 LANDING CURB RAMP STA, 13+85.33 ............. ...., secrlow B D1 aAsy� tl�� 0 �• STA. 14-1-05.33. '-" . . Gam`. - FG 397.80 - SECTION A 1 CONTRACTION JOINT P. - SEE STANDARD PLAN F-30.10 ALONG INSIDE RADIUS AT BACK OF WALKWAY)z+ 39J I q c Q . O FOR CURB RAMP LENGTHS GREATER THAN S' • 0 PROVIDE ( "-•!S! - FG 3 398... 67.2. _ CONTRACTION JOINT EQUALLYSPACEDf- WMIN.00. 6 ..> "CEMENT CONCRETE CURB RAMP - :: 2&cao Tn > .. ... FG 397.77 ..t . - '.: •" . S V.' y° \ - - - - _ TYPE SINGLE DIRECTION A" PAY LIMIT - CEMENT CONCRETE CURB RAMP �. x'07 yTp,9• 1'C v:LO N -.C- li .ls - .. .. 1 ;� TYPE SINGLE DIRECTION B PAY LIMIT 'ry G X W .' '..- .. �. :^ : - SEE I CN:� - .-. 9.. X SEE NOTE ? rj. N o v FG 398.29 h �. w ,Co .. ' V. V DErEGTA9LE WARNING _. .cp o FG 397 92 .. �. - ,� L°n2 2016 0):00 X .. •I- - .. ., 1 (IN) RADIUS ..`.. .... ' :- URFACE -SEE ... � �. CORNER ...... i.... /:: .. <,. Jun 2420167:21 A.r 1.69 �. D� o0. \Y STANDARD PLAN F 45.10 C 1.99 '+�. .. - J � - ........... - °, \'\.•, PEDESTRIAN CURB y / SINGLE DIRECTION �.. $ ° ° o ° - •- - �::: °°° "°°"°° DEPRESSED CURB AND s' „ v: Q �'� � ».\\\ � CURB. RAMP: ° ° $� - .�:. o °coo : . •� ^--.,....-- ->;:'-y � GUTTER SEE NOTE 5 FG 397.71 ° 1.59 729 c7 _ w, ° FG 398.76 °,, W:�,. SB•ANo�E ° 5 7.59 °,°,° :. � : -� STANDARD PLAN F-40.16-03 . p°o ........ o 2. 19 6 . , oaSOo .-' - -� '. RADIUS MAY -- .. ...............:.. ......... o°o°o -y^: VAR SHEET 1 OF 1 SHEET - ,;: Y / _ 'APPROVED FOR PUBLICATION FG 397 61 V &4� teares. rl4 2.:220162:NPM FG 398.19 ISOMETRICIEW ISOMETRIC VIEW FG 397 85 TYPE SINGLE DIRECTIO �• erwteoalaxai°IHEat- , - N A O TYPE SINGLE DIRECTION B waM.�.. ebb o.r,.n:..motr�.n.F�r°non PAY LIMIT DETAIL C PAY LIMIT FG 398.22 FG 397.73 FG 398.87 T 39 z7 - o2 FG 397."70 I R-3927-08 ROADA 14+00 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS ADA RAMP DETAILS LEGEND BY: DATE: PER WSDOT STANDARD PLAN F-40.15-03& F-40.16-03, THIS SHEET Q CURB RETURN, SEE SHEET C3 FOR DETAILS NC)F�TH (ELEVATIONS ALONG FLOWL/NE) BY: DATE: :. GRAPHIC SCALE OX ADA RAMP, SEE THIS SHEET FOR DETAILS 0 5 10 20 ,. A q -R 11/1 T �� BY: ., DATE: rn �I r, Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) DRS PROJECT- NO. 16007