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HomeMy WebLinkAboutR-361488GENERAL CHANNELIZATION NOTES 1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION. 2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE 'STATE OF WASHINGTON STANDARD SPECIFICATION STA 50 +79.79, FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," MATCH EXISTIN LATEST EDITION. -STA 50 +77.46, 3. SEE STANDARD DETAILS FOR CITY OF RENTON ROAD 7925' LT 2 STANDARDS CHANNELIZATION AND SIGNING DETAILS. PC STA 50 +77.24, PC STA 50 +81.94, 71.85' LT, R= 50.00' PT STA 50+84.93, 55.87' LT 3 8 STA 50 +5 34.88' LT, 4. PRESERVE AND PROTECT ALL BUSINESS SIGNS. 67.50 LT, R =40.00 ° STA 50 +70.24, 4 5. ALL RELOCATED SIGNS TO HAVE NEW SQUARE TUBING 75.18' LT 2 , 1 '11111" POSTS AND POST BASES PER CITY OF RENTON STD PLANS G010 & G012 AND WSDOT STD PLANS PT STA 50 +79.18 -7> 'r- G- 20.10 -00, G- 24.50.00 & G- 24.40 -01, UNLESS 54.60' LT STATED OTHERWISE ON PLANS. L--F' t STA 50 +78.03, 5 77' LT 7 S12 CALL 3 WORKING DAYS PC *STA 50 +26.27, 11 BEFORE YOU DIG: EXIST R/W 11.77' LT, R= 60.00' 811 6 ST A 50 +23.83, 2 1 29.26' LT S3 r 14 STA 50 +54.19 5.64' LT 17.41' LT 29.76' LT bNx00 � STA 50 +74.80 c, fy 4 PC STA 15 +91.23, i 1 1 \1% 29.10' LT, R= 55.00' STA 50 +18.46! -- u EXIST R /W- - - - - - j , 0.25' Rh R= 5300' - S5 S4% i r B A 1 0 1� � 7 STA 50 +29.27 PT STA 50- 12.22' RT PT STA 53 +84.11, 12.35' LT o l a,.<uc- - PC STA 51 +03.94, 11 PT STA 51 +58.76, S13 S8 S14 PC STA 52 +82.02, - Ffi STA 53 +78.61, 11 - 28.33' LT, R 110.00' 21.10' LTsl. .r , All 7.31' LT, R= 400.00' 1.59' LT- /' J : > .......... �.. _. _- PC STA 52 +90.49, 11 = + 1861 LT, R- 365.00' Pt STA 51 +83.54, _ 1 ' - . - E 8.9a LT `� `" g :: LAKE WASHINGTON B ; F m 3 N 4956'45" 52 +00 ' ' :: + • 10 BLVD N 54+00 STA 53+ 3 . • °° H EXISTING. ' ' MATCH 8411 10 � - J 007 PC STA 50 +66.81, "t PT, STA 53 +84.11, 9.62' RT 0.09' RT, R= 100.00' SIGN SCHEDULE PC STA 52 +74.70, 6 PC STA 52 +37, 4.17' RT R= 430.00' SIGN /J PT STA 51 +8 .55, 17.38' RT, R= 870.00' " t,.,,, D NO. STATION OFFSET DESIGNATION SIGN SIZE REMARKS 36S S10 PT STA751 +76.32, STA 52 +04.70 STA 52 +65.77, S1 48 +32.87 27.50' RT ARROW SIGN 30° X 30° NEW MODIFIED R3 -802 SIGN, 2 2 SEE DETAIL, SHEET 33. 23.84' RT 12.28' RT 9.12' RT RELOCATE TO NEW LUMINAIRE 1' PC STA 50 +66.85, 12.09' RT, R= 88.00' S2 - - "NO TURN ON RED" - POLE. FOR LOCATION SEE PC STA 50 +66.50, 32.09' RT ILLUMINATION PLAN, SHEET 23. PT STA 50 +60.76, 32.11' RT / ' Q S3 50 +00.76 51.60' LT "BOEING" - RELOCATE 29 31 PT STA 50 +20.87, 26.18' RT, PC, R= 52.50' S4 15 +64.52 36.50' LT "BIKE LANE" - RELOCATE S20 S9 S6 S5 15 +39.94 38.40' LT ARROW SIGN - RELOCATE uY Y" S11 ARROW SIGN 80" X 30° NEW MODIFIED R3 -8A SIGN 11124 PC STA 17 +52.18, #1, SEE DETAIL, THIS SHEET 40.85' LT, R= 30.00' �j S6 19 +5.59 51.91' LT R4-17 "DO NOT DRIVE 300 X 240 NEW `q 2 STA 17+73.63, 34.53' LT 1 2 STA 18 +33.10, 34.30' LT 1 / U33.738LTA , n A ON SHOULDER" v I1 17 +56.67, U - - - - -- - - _..... - - - rs STA 50 +01.67, I 1 0 NEW MODIFIED R3 -8A SIGN 40.84' LT o S8 52 +16.02 33.14' LT ARROW SIGN 48° X 30° 38.69' LT 1 1 8 "? #2, SEE DETAIL THIS SHEET PT STA 49 +94.77, e e e e e e {� S9 18 +44.95 53.73' LT ARROW SIGN - REMOVE I- LOGAN AVE N 11 12 34.67' LT PC STA 116 +84.69, P A 17+33.49, 7 STA 17 +48.633 1 N PARK DR _^ NEW W9 -2L SIGN TO BE ILL! , ° ° 1 129.11' LT, R= 138.00' 28.92' 1 ° . ° 9T LT + LOCATED ON NEW LUMINAIRE } ` 34 _ - - S10 - - MERGE SIGN 30" X 30" N �I: ° 7 STA 16+ 13 \� 1 13 4 17 7 STA 1 .07, STA 17 +52.51 POLE. FOR LOCATION SEE C) j 18.40' LT 2 0 1 ILLUMINATION PLAN, SHEET 23. 0.66' LT bb : • . �I 16 +00 °o. 12 12 p0 1 +e00 e a , o , , i81P00 :_e , e : a , 19 +00 19 +47.67 ,n ��STA 15 +44.99, 2 � y5. ` 10.59' RT S11 17+56.48 52.38' LT "RIGHT TURN ONLY" - EXISTING TO REMAIN 1.66' LT 4 ' REPLACE EXISTING SIGN WITH N 43'48'09" E N 43'48'09" E S12 50 +52.07 52.42' LT ARROW SIGN 48" X 30° NEW MODIFIED R3 -8A SIGN N }STA 15 +42.94,n - ++ 9.37' RTI ` � PC STA 15 +86.91, 12 STA 17 +27.60 7 STA 18 +11.99 m a #2, SEE DETAIL, THIS SHEET ❑2 �� ❑j ,o STA 18 +89.64, e : , o Q.QO; T RT N _Z 10.60 LT, R= 170.00' - - ' : g :::::: , L /.. MATCH EXISTING S13 51 +93.04 33.92' LT LEFT TURN - EXISTING TO REMAIN g p� No 11.6 OT: °o} ° ' ' ' ' ' ' S14 52 +54.22 33.50' LT SIGNAL AHEAD - EXISTING TO REMAIN � 1I - / STA 18+71.46 2 v PC STA 15 +84.55, ° o _ - - - - �� - / _ o NEW, TO BE LOCATED ON STA 15 +13.83�, _ R3 -17 BIKE LANE 30° X 24" a 1 2.11' RT, R= 160.00' �' PT STA 17 +27.60, c 12.47' RT Ril 6 14 8 _ _ NEW LUMINAIRE POLE. FOR 37.04' RT 12 O ILLUMINATION � 17 Q °� J 15.23' RT 6 �; S15 LOCATION, SEE ILLU - - - - _ 4 P - PLAN, SHEET 23. - "BEGIN RT TURN RELOCATE TO NEW LUMINAIRE 11 12 14 ` PC 48 +77.40, o S16 - - - POLE. FOR LOCATION, SEE 11.34' LT, R= 120.06 ° `' 1P' ` YIELD TO BIKES" � f'l PC 17+06.88, PT STA 17 +50.90, AP STA 18 +29.65, ILLUMINATION PLAN, SHEET 23. h S15 / ' S19 47 39' RT, R= 150.00' 41.06' RT ul 41.53' RT ALL EXISTING CHANNELIZATION THAT S17 48 +51.33 26.65' RT "ONLY ARROWS" - REMOVE / IS REMOVED BEYOND THIS POINT TO PT STA 17 +27.60, S18 48 +35.59 51.63' LT "YIELD" SIGN - EXISTING TO REMAIN EXIST R /W- -� 8 EXIST R/W -J 26.25' RT mil° "" _ - ACCOMMODATE THE CONSTRUCTION R9 -3 NO -__.._ „^- CHANNELIZATION PLANS SHALL BE S16 S18 _ =` -___ L J - _ °- -SHOWN ON I THE CHANNELIZATION NOT 18" STA 48 +62.77 7 PC 48+78.40 =. -:= KIND, L Z T10N CROSSING 18" X NEW 16.05' RT, R=130.00' -___ __,___,_ PLANS, AND AS DIRECTED BY THE S19 16 +73.50 55.35' RT R17" // __=- -_____ _ ENGINEER. Q R9 -3bP 12° X 18" NEW CHANNELIZATION NOTES "USE CROSSWALK" Q4 A° % ❑1 LANE LINE PER WSDOT STD PLAN M- 20.50 -02. ❑REMOVE EXISTING PAVEMENT ARROW. R9 -3 NO I 3 _ S2 PEDESTRIAN 18' X 18" NEW EXIST ESMT 2 THERMOPLASTIC PAVEMENT ARROW PER CITY OF RENTON STD PLAN H002 & H008. 10 DOTTED LANE LINE PER WSDOT STD PLAN M- 20.50 -02. S20 17 +54.50 54.50' LT U� j I ❑ ❑ CROSSING 411, ? 7 ?' 1 83 • 48 +38.12, 7.06' RT F31 DOUBLE YELLOW CENTER LINE PER WSDOT STD PLAN M- 20.50 -02, 11 BICYCLE LANE SYMBOL, PER CITY OF RENTON STD PLAN H009.2. Q R9 -3bP 12" X 18" NEW USE CROSSWALK 2 NF ST ° 7 ?7j- 48 +38.55, 18.29' RT ® WIDE LANE LINE PER WSDOT STD PLAN M- 20.50 -02. 12 WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M- 20.10 -02, EXCEPT AT S -0" O.0 ¢8x00 S1 © WHITE EDGE LINE, PER CITY OF RENTON STD PLAN H008. 13 YELLOW DOTTED EXTENSION LINE PER WSDOT STD PLAN M- 20.10 -02, EXCEPT AT 3' -0" O.C. PLAN 1. 3'r / ❑7 18" THERMOPLASTIC STOP LINE PER CITY OF RENTON STD PLAN H008. 14 INSTALL BICYCLE DETECTOR PAVEMENT MARKING PER MUTCD FIGURE 9C -7, 2009, t t EXIST R/W ONLY ONLY ONLY ONLY ONLY ONY� ONLY ® THERMOPLASTIC CROSSWALK LINE PER CITY OF RENTON STD PLAN 128. Al n I"I^T ^� � A^� ^ � 1"1^ ^4^' ^ ^� ^�'T " ^ "�T "A^KI��^ ^ ^^ "'^ ^ ^T ^;^ P6 AN " 24.69 ^� 3 0 5 10 20 40 60 Q4 1❑ PAINT TOP AND SIDE OF PERIMETER CURB WITH WHITE RETRO REFLECTIVE PAINT IN MODIFIED R3 -8A MODIFIED R3-8A ACCORDANCE WITH THE MUTCD. THE PAINT ON THE CURB SHALL EXTEND 6 INCHES SIGN #1 DETAIL SIGN #2 DETAIL INWARD FROM FACE OF CURB. 1 PED CONNECTION REVISIONS ADDED CROSSWALKS; MODIFIED EDGE JMD NJD O6 27 12 SURVEYED: KPG 35 LINE ARROWS AND STOP LINES - CO 15 9tiMt, S sGkc DRAWN BY: HJT Kp� `� DRAWING NO. z NEW SIGNS - CO 15 JMD NJD 6 26 1 ;, °` RECORD CITY OF RENTON SOUTH LAKE WASHINGTON 'IO r1L PROJECT NO. 11156 a GARDEN AVE CURB TAPER REVISION - FD 1 HJT NJD 7 27 12 _ DESIGN BY: HJT 7539thAveN 2502JeBersonAve Public Works Department ROADWAY IMPROVEMENTS a PAINTING OF PEDESTRIAN ISLAND CURB - FD 15 5 09 13 z DRAWINGS FED AID NO. CHECK BY: NJD Seattle, WA 98109 Tam, WA 98402 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 ? R ssoe m� �k PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION CHANNELIZATION & SIGNING PLAN •.r,;R�O ��' o PROJMGR: NJD (208128 &1640 (2531627 -0720 DATE: FEB 2012 BASED ON CONSTRUCTION RECORDS NAT, tiN� ' :vww.kp9.com STA 15 +00 TO STA 19 +47.67 SHEET NO. 35 OF 53 1 FILE: 08046CHN01.tlw BY DATE: NUMBER REVISION DESCRIPTION BY APP. DATE 0 9 A85: r2- ("(egg if � is IN 9 i M D Nz F N Z y Tm M s, 1 D 8 a n g 0 M D m F N Z a zz � 1 1 Y 3 = C �0 1 _ow 2 m m M 9n D c 0 I a D m F N Z = _ >z 1 ^ =o «;z O �0 1 _ow I0 �-► 3 I z I I B 0 a °o a D mN Z