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Home My WebLink AboutD-342630M O 0 U) H 0 3 0 E 0 BEGIN 5 STA 17 +97.00 cal END STA 18 +56:00 5 0 II , S LINE 2 (/) TA 100 +51 O BEGIN 23 3 STA 18 +56.00 R -40' BEGIN p S LINE W 20 STA_ 10 W 5 O 9 Q 9 20, 14 + _- Ia— 6 O 11 W STA 18 +50- Z - 2 � . 12 0 END Q 3 HOUSER WAY S STA 50 +26.88 !�� R =40' �, A\ 7 �C" �. SIGN SPECIFICATIONS/ROADSIDE SIGN ' \` SECT. 18 T.23N. R.5E. W. M. , CD U1 U7 ° -)3 A Z 22 Z \ S!4TH PL. 2 STA 39 +57 2 BEGIN 3 26 4 S.4TH PL. 2 13 17 O7 4 END S LINE STA 39 +75.34, R =40' SHATTUCK STA 23 +00 4 STA 102 +57.61 1 0 +51.70 16 �,.: STA 21 +83 D 3 5 2 A 22 +3 - - - I\�IrG p +00 20' 102 90.3 13' 20 +?0 - s LINE 2 �o z21 00 SHATTUCK AVE. 8 23 +0C j STA- 102 +59 6 15 8 e° 19 - END 3 STA121 +81.00 STA 5 21 +81.00 3 R =40' HOUSER WAY s 2 GENERAL NOTES: LEGEND STA 50 +42 1. ALL SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY BE FIELD ADJUSTED TO FIT ACTUAL CONDITIONS. F PROPOSED SIGN AND POST PLAN 2. RELOCATED SIGN PANELS SHALL BE MOUNTED TO NEW SIGN EXIST L SIGN STREET STATION &OFFSET SIGN CODE POST POST SIZE (INCH) SIGN CLEARANCE REMARKS N0. NUMBER MATERIAL 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 S. 4TH PL. STA 39 +25, 25' RT 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 — — — — — — NOT USED 26 S LINE STA 102 +55, 16' LT EXISTING WOOD 4X4 REMOVE EXISTING SIGN AND POST 0 M DMJM HARRIS I AECOM 1 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 N POSTS OR SIGN STRUCTURES. EXISTING SIGN POSTS SHALL NG SIGN AND POST NOT BE RE —USED. ® SIGN INSTALLATION NOTE 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: O1 PLASTIC CROSSWALK LINE SEE DWG SG04 FOR DETAILS O2 24" PLASTIC STOP LINE ODOTTED EXTENSION LINE PER WSDOT STANDARD Q PLAN M- 20.10 -01 ODOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT Q MARKINGS PER RENTON STD PLAN 109. O5 YELLOW CENTERLINE RAISED PAVEMENTS MARKERS AT 3' -0" ON CENTER, 1' -0" FROM FACE OF CURB 6O PAINT CURB REFLECTIVE YELLOW OSIGN TO INCLUDE YELLOW FLASHER ODOUBLE YELLOW CENTERLINE PER WSDOT STD PLAN M- 20.10 -01 APPROVED FOR CONSTRUCTION SCALE: VERTICAL: MAW 83/1 DESIGNED: 1 �� =20 HORIZOMPL NAD 1983/1991 Y.JIANG d5 �- CITY OF DRAWN: RENTON Q Y.JIANG DATUM CITY OF RENTON DATE CHECKED: A.LASZLO � INH. Public Works Dept. AT DNe C FT u- E IN.E IF NOT ONE NCH Q ADDENDUM NO. 3 YD 07/09 APPROVED: SCALE ACCORDINGLY FED AID NO.: ARRA- 0167(044) NO. REVISION BY DATE APPR R.MEYER 9 ADD SINGLE SKIP YELLOW CENTER LINE FROM SHATTUCK STA. 10 +30, 0 FT OFFSET TO Q 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. I 20 0 20 40 "' SCALE IN FEET I' RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT M ODK: PHASE 1 PAGE: SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: SIGNING AND STRIPING PLAN SG03 STA 17 +50 TO STA 22 +33 SHEET:30 OF. 48 Qb :4� 31-114, D- 273426 0 M DMJM HARRIS I AECOM 1 10900 NE 8TH STREET, SUITE 750 o BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 -0220 N POSTS OR SIGN STRUCTURES. EXISTING SIGN POSTS SHALL NG SIGN AND POST NOT BE RE —USED. ® SIGN INSTALLATION NOTE 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: O1 PLASTIC CROSSWALK LINE SEE DWG SG04 FOR DETAILS O2 24" PLASTIC STOP LINE ODOTTED EXTENSION LINE PER WSDOT STANDARD Q PLAN M- 20.10 -01 ODOUBLE (YELLOW) CENTERLINE RAISED PAVEMENT Q MARKINGS PER RENTON STD PLAN 109. O5 YELLOW CENTERLINE RAISED PAVEMENTS MARKERS AT 3' -0" ON CENTER, 1' -0" FROM FACE OF CURB 6O PAINT CURB REFLECTIVE YELLOW OSIGN TO INCLUDE YELLOW FLASHER ODOUBLE YELLOW CENTERLINE PER WSDOT STD PLAN M- 20.10 -01 APPROVED FOR CONSTRUCTION SCALE: VERTICAL: MAW 83/1 DESIGNED: 1 �� =20 HORIZOMPL NAD 1983/1991 Y.JIANG d5 �- CITY OF DRAWN: RENTON Q Y.JIANG DATUM CITY OF RENTON DATE CHECKED: A.LASZLO � INH. Public Works Dept. AT DNe C FT u- E IN.E IF NOT ONE NCH Q ADDENDUM NO. 3 YD 07/09 APPROVED: SCALE ACCORDINGLY FED AID NO.: ARRA- 0167(044) NO. REVISION BY DATE APPR R.MEYER 9 ADD SINGLE SKIP YELLOW CENTER LINE FROM SHATTUCK STA. 10 +30, 0 FT OFFSET TO Q 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. I 20 0 20 40 "' SCALE IN FEET I' RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT M ODK: PHASE 1 PAGE: SHATTUCK AVE S STORMWATER BYPASS DRAWING NO: SIGNING AND STRIPING PLAN SG03 STA 17 +50 TO STA 22 +33 SHEET:30 OF. 48 Qb :4� 31-114, D- 273426