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HomeMy WebLinkAboutTED4003426.30CM O 0 CO H 0 0 Cn i i U) i co m V) Q 0 Q U i U i 0 i U z w z c� w 0 Q 0 a_ Cn z Q i 0 U) 0 No 5 BEGIN STA 17+97.00 N O CD (J� CD 23 0 W - w U� ° O 9 Al Ln Q W 112 U� I U H Q SIGN SPECIFICATIONS/ROADSIDE Q5END STA 18+56.00 3 BEGIN STA 18+56.00 R=40' 20­I / 0 a 2 STA 18+50� S LINE 2 STA 100+5 SECT.18 T.23N. R.5E. W.M. D 17 7O SEND S LINE O 100 26 BEGIN 4 STA 102+57.61 \� S LINE 16 --' ---------------------- STA-------__— - 100+51.70- _ --- - - ---_ 1 u 2 + 2 — -- 20' _ 14- -- .O- _ Y - v r s s A�t STA 102+ 59 s_ -^ — —— 18. , = 6 19 END ROUSER WAY S 3 STA 50+26.88 !�� 0G R=40' SIGN 1 �� .13 ROUSER WAYS 2 STA 50+42 PaMM SIGN N0. STREET STATION & OFFSET SIGN CODE NUMBER POST MATERIAL POST SIZE (INCH) SIGN CLEARANCE REMARKS V min (FT) W min (FT) 1 SHATTUCK AVE STA 18+50, 23' RT R1-1 WOOD 4X4 7 ------ 2 S LINE STA 100+51.82, 15.25' LT R1-1 WOOD 4X4 7 ------ 3 HOUSER WAY S STA 50+40, 9' LT R1-1 WOOD 4X4 7 RELOCATED SIGN 4 S 4TH PL. STA 39+55.74, 20.23' RT R1-1 WOOD 4X4 7 RELOCATED SIGN 5 SHATTUCK AVE STA 21+92, 25' LT R1-1 WOOD 4X4 7 RELOCATED SIGN 6 SHATTUCK AVE STA 21 +11, 2.50' RT R1-1 WOOD 4X4 7 RELOCATED SIGN 7 SHATTUCK AVE STA 10+38, 25' LT R1-1 WOOD 4X4 7 RELOCATED SIGN 8 SHATTUCK AVE STA 21 +83, 4' LT R4-302 MOD B WOOD 6X6 7 ------ 9 SHATTUCK AVE STA 18+50, 0' RT R4-302 MOD B WOOD 6X6 7 ------ 10 S LINE STA 102+60, 13' LT R4-302 MOD A WOOD 6X6 7 ------- 11 S LINE STA 100+50, 6' RT W12-2 METAL 6X6 7 INSTALL ON HEIGHT DETECTION COLUMN 12 SHATTUCK AVE STA 17+90, 20' RT MOD R7-301 WOOD 4X4 7 13 S LINE STA 101+18.94, 5' LT W12-301 METAL SACRIFICIAL BEAM SEE DWG ST01 14 S LINE STA 100+75.24, 5' RT W12-301 METAL SACRIFICIAL BEAM SEE DWG ST01 15 S LINE STA 100+70, 13' RT R2-1 WOOD 4X4 7 16 S LINE STA 101 +28, 12' LT R2-1 WOOD 4X4 7 17 S LINE STA 101+40.2, 17' LT W12-2 METAL 6X6 7 INSTALL ON HEIGHT DETECTION COLUMN 18 S LINE STA 100+53, 17' RT R4-302 MOD A WOOD 6X6 7 19 HOUSER WAY S. STA 50+27, 14' LT R4-302 MOD C WOOD 6X6 7 20 SHATTUCK AVE STA 18+50 0' RT R4-7 WOOD 6X6 7 INSTALL ON THE BACK SIDE OF SIGN #9 21 SHATTUCK AVE STA 21 +85, 4' LT R4-7 WOOD 6X6 7 INSTALL ON THE BACK SIDE OF SIGN #8 22 SHATTUCK AVE STA 21+18, 15' LT R4-302 MOD C WOOD 6X6 7 23 SHATTUCK AVE STA 17+97, 19' LT MOD R7-301 WOOD 4X4 7 24 SHATTUCK AVE STA 16+32, 20' RT 8'-6" CLR. WOOD 4X4 REMOVE EXISTING SIGN AND POST 25 — — I — — — — NOT USED 26 S LINE STA 102+55, 16' LT EXISTING WOOD 4X4 REMOVE EXISTING SIGN AND POST S.4TH PL. STA 39+57 2 BEGIN 3 \ S.4TH PL. STA 39+75.34, R=40' O,, 1 STA 21 +83 2 —_ 5 \BEGIN `' STA 21+81.00 GENERAL NOTES: MATCH EXISTING SHATTUCK STA 23+00 END 5 STA 21+85 %'2± `) SHATTUCK AVE. 8 21 END 3 STA 21 +81.00 R=40' 1. ALL SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS. 2. RELOCATED SIGN PANELS SHALL BE MOUNTED TO NEW SIGN POSTS OR SIGN STRUCTURES. EXISTING SIGN POSTS SHALL NOT BE RE —USED. 3. ALL SIGNS SHOWN ARE TO REMAIN UNLESS OTHERWISE NOTED OR REQUIRED TO BE RELOCATED FOR CONSTRUCTION. 4. VERTICAL CLEARANCE TO BOTTOM OF SIGN SHALL BE 7'-0"MINIMUM FOR ONE SIGN AND 6'-0" MINIMUM FOR TWO SIGNS MOUNTED VERTICALLY. CONSTRUCTION NOTES: - OPLASTIC CROSSWALK LINE SEE DWG SG04 FOR DETAILS T24" PLASTIC STOP LINE ODOTTED EXTENSION LINE PER WSDOT STANDARD 0 PLAN M-20.10-01 ODOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT,& MARKINGS PER RENTON STD PLAN 109. OYELLOW CENTERLINE RAISED PAVEMENTS MARKERS AT 3'-0" ON CENTER, 1'-0" FROM FACE OF CURB O PAINT CURB REFLECTIVE YELLOW 7O SIGN TO INCLUDE YELLOW FLASHER �\ DOUBLE YELLOW CENTERLINE PER WSDOT STD PLAN M-20.10-01 R=342630 LEGEND 13' w F PROPOSED SIGN AND POST EXISTING SIGN AND POST O SIGN INSTALLATION NOTE ADD SINGLE SKIP YELLOW CENTER LINE FROM 9 SHATTUCK STA_ 10+30 0 FT OFFSET TO SHATTUCK STA. 10+30, 0 FT OFFSET TO � SHATTUCK STA. 14+60, 0 FT OFFSET ADD SINGLE SKIP YELLOW CENTER LINE FROM SHATTUCK STA. 15+10, 0 FT OFFSET TO SHATTUCK STA. 17+97, 0 FT OFFSET. SEE RENTON STANDARD PLANS 109. RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS 20 0 20 40 SCALE IN FEET SURVEYED: RAINIER AVE S (SR 167) VAS t: o�waMsFrcAPPROVED FOR CONSTRUCTION SCALE: �„_20� VERTICAL: NAVD 19� IMPROVEMENTS PROJECT DMJM RABBIS AECOM �� 1�� DESIGNED: L HORIZONTAL: NAD 1983 1991 FIELDBOOK: �� �x 1 YANG IANG i CITY OF PHASE 1 PAGE: 10900 NE 81'H STREET, SUITE 750 DRAWN. Y.JIANG RENTON SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: BELJ.EWE, WASHINQTON 98004 ,6 ooz9sss 4 _ DATU M �o ww CHECKED: ONE INCH Public Works Dept. SIGNING AND STRIPING PLAN SG03 PHONE: (� ��WO FAX (� � ��s Is ��� CITY OF RENTON DATE A.LASZLO AT FULL SCALE p s10NAL E� IF NOT ONE INCH STA 17+50 TO STA 22+33 1L ADDENDUM NO. 3 YD 07/09 APPROVED: SCALE ACCORDINGLY SHEE.30 OF:48 FED AID NO.: ARRA-0167(044) NO. REVISION BY DATE APPR R.MEYER a m �m x? 1 0 1 < �m W o�N h DO©©©m©v