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HomeMy WebLinkAboutT-26905FH J_ m r Q SIGN INSTALLATION SPECIFICATIONS SIGN NO. SIGN CODE SIGN DESCRIPTION STA LOC. or MP SIGN SIZE SHEETINGj, TYPE LETTER SIZE ORCODE POST MATERIAL POST SIZE POST LENGTH CLEARAN]MOUNT REMARKS X Y Hi H2 H3 H4 V W 49 W3-501 RAxrn�le� ®AHr�owHaIFUSHiNC E181 20 +02 LT 36" 36" III or M STANDARD STEEL T MOUNT SIGN ON EXISTING POLE 50 W3-501 RANrNEr�AHrAOwl[- NFVSwxc E18119 +55 LT 36" 36" III or IV STANDARD STEEL T MOUNT SIGN ON EXISTING POLE 51 R9 -3A (NOPEDEBR NCROSSNGSVMBOL) E18119 +40 LT 24" 24" III Or IV STANDARD SIG POLE T MOUNT PER STD. PLAN GI FACING EAST ON EXISTING POLE 51A R9 -3A (NOP�TRwNCaossNC SVM3a.) E18119 +35 RT 24" 24" III or IV STANDARD SIGPOLE 7' MOUNT PER STD. PLAN GI FACING WEST ON EXISTING POLE 51B R9-381R USE CROSSWALK ARROW RT E181 19 +35 RT 18" 12" Or STANDARD SIGPOLE 6' MOUNT PER STD. PLAN G-9b FACING WEST ON EXISTING POLE 52 R9 -3A (NO P®66lRNNCRO85NG SVM30L) E18119 +40 LT 24" 24" II Or STANDARD SIGPOLE 7' MOUNT PER STD. PLAN G-9b FACING SOUTH ON EXISTING POLE 52A R9-3A (NO F®6TRWNCROSSNG SYMBOL) E18118 +20 LT 24" 24" III Or IV STANDARD SIGPOLE 7' PER STD. PLAN G-9b FACING NORTH ON EXISTING POLE 52B R9 -3B/L USE CROSSWALK ARROW LT E18118+20 LT 18" 12" 1 STANDARD SIGPOLE 6' MOUNT PER STD. PLAN G-9b FACING NORTH ON EXISTING POLE 53 W4 -1 R MERGING FROM RIGHT E4051111 +60 RT 48" 48" STANDARD STEEL 2.5 "SO 4 12.2 T 16' MOUNT PER STD. PLAN G8f 54 R4-7 KEEP RT SYMBOL SRI 81- NI340513 +03 LT 36" 48" III or N STANDARD STEEL I 2.5 'dia. 13.7' 1 10' 13' MOUNT PER STD. PLAN G-8a & G-8e FACING EAST 54A R5-1A WRONG WAY SR181- NB40513 +03 LT 42" 36" I or STANDARD STEEL T 13' MOUNT PER STD. PLAN G -Be BELOW SIGN 54 FACING SE 55 R10 -6L STOP HEREON REODIRECTIONAL ARROW SR181- NB40515 +49 RT 24" 36" III or N STANDARD STEEL 2.$ "SO 4 11.5' S' 16' MOUNT PER STD. PLAN G-8f 56 R10-6R STOP HERE ON RED DIRECTIONAL ARROW SR181- NE40515 +29 LT 24" 36" for STANDARD STEEL 2.5 "SO(SB) 7.3' 5' 10' MOUNT PER STD. PLAN G-8 56A D10-1 MILE 1 E405 1116 +00 RT 12" 24" II STANDARD STEEL 2" SO 9.6 V 16.5' MOUNT PER STD. PLAN G-7 57 SEE REMOVAL SPECS 58 SEE RELOCATION SPECS 59 1 17 -401 FIRE HYDRANT MARKER 405 1132 +00 RT 24" 30" II STANDARD STEEL 4" dia. 6.5' 7' IMOUNT ON BARRIER PER SND4 FACING NORTH 59A R2-1(60) SPEED LIMIT 60 405 1134 +31 RT 48" 60" III or M STANDARD LUM POLE 7' MOUNT PER STANDARD PLAN G-9b 59B R2-1(60) SPEED LIMIT 60 405 1134 +31 RT 48" 60" III or IV STANDARD STEEL 4" dia. 11.0' 9' MOUNT ON BARRIER PER SND4 60 R3 -1102L ,.,. „e,,,�„ L,,,,",,,o,.,,,,,,.,,,,,�OK 405 1137 +50 LT 54" 6-9- III or N STANDARD SIGN BR 1 9' MOUNT ON SIGN BRIDGE POLE PER STANDARD PLAN G-9b 61 VMS VNIS 405 1137 +50 OH 25' 0" 7' 0" SIGN BR I # SEE ITS PLANS AND MS SHEETS 62 E4-501(MOD) 405 1137 +50 OH 14' 0" 14'6" "' CODE E SIGN BR # SEE MS SHEETS 62A D9-2 SYMBOL - HOSPITAL 405 1137 +50 OH 30" 30" STANDARD SIGN BR MOUNT PER SND5 ABOVE SIGN 62 62B R3-701 RIGHT LANE MUST EXIT 4051042 +00 RT 48" 48" III or IV STANDARD STEEL 2.5 "SO 4 12.8' T 12.5' MOUNT PER STD. PLAN G8f 63 17 -401 FIRE HYDRANT MARKER 405 1144 +00 RT 24" 1 30" II STANDARD STEEL 4" dia. 6.5' T MOUNT ON BARRIER PER SND4 FACING NORTH 63A E3-101 KENT,RAINIER AVE S,USE EXIT 2 405 1145 +08 RT 14-6" 7-0- II CODE E STEEL W8x18 17.1' 21.4' 7' 14.9 MOUNT PER STD. PLAN G-8a & G-8b 63B R3-701 RIGHT LANE MUST EXIT 405 1147 +78 RT 48" 48" III or IV STANDARD LUM POLE 7' MOUNT PER STD. PLAN G-9b 64 W4 -2L PAVEMENT WIDTH TRANSITION LEFT E405 1102 +25 LT 48" 48" III or IV STANDARD STEEL 2.5 "SO 4 12.2 7' 16' MOUNT PER STD. PLAN G8f CONSTRUCTION NOTES: ' A) POST LENGTHS AND "W" VALUES SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION AND INSTALLATION B) FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G" FROM APRIL 2, 2007 TO JANUARY 6, 2008 C) FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL. D) W SHAPE POSTS ARE DESIGNED WITH GRADE A992 STEEL E) REFER TO SHEETS T81 AND ITD4 FOR ADDITIONAL SIGNS ON TRAFFIC SIGNAL AND RAMP METER POLES ' TYPE III OR IV FOR BACKGROUNDS AND TYPE VIII OR IX FOR BORDER AND LEGENDS " TYPE II FOR BACKGROUND AND TYPE III OR N FOR BORDER AND LEGENDS TYPE IV FOR BACKGROUND AND TYPE VIII OR D( FOR BORDER AND LEGENDS # NOMINAL V CLEARANCE FOR ALL OVERHEAD SIGNS IS 20 FEET. SEE MS AND EMS SHEETS AND SND6 FOR POSSIBLE VARIATIONS. T- 26905F FILE MME C;1WO 1BTNOW3WmapxiBB'BT eB b 8.tl .t 0 a oo' . »P °o xnv t+ + yN 5x ?�c...m,'xOH ' "' H' 11 0 _ " °4' °'"a ""e4°°' 4Qrj Corridor Program DNxcLL B[ncEx _ Ell. B cM" e"°c1:::iy TR.1-ST� CaNBTRumON, We 1 -405 I -5 TO SR169 STAGE 1 -WIDENING Plot �h CUM —141 mere FEO.AID PROJ.NO. H505 10 AS PLOrrm BY mo DESIOxED eY J.ARELlANO e�� 263 33922 ENTERED BY J. ARELLANO ASBOLLT TIWO W CHECKED BY K. OSYYEI -L NDC BB -REWED DATA BFJ]D3 KO �^"c^ C-7295 urano,, ,n NtQI. ENDR LHODGSON IFC fHmM KO SIGN INSTALLATION SPECIFICATIONS REDION,1L ADr. D. DYE REYIBItxI DATE aY