HomeMy WebLinkAboutR-394633GENERAL NOTES
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MATCH LINE STA 54+25 SHEET 38
F2]STA 55+64.32, 3150'
END TWO-WAY
LEFT -TURN LANE
I 17 CT A 01 1 70 F,0
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STA 61 +18.30, 4.50' RT I n L/
F2]STA 61+98.
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REMOVE "NO PARKING" SIGNS
ON NORTH SIDE OF 2ND ST
BETWEEN MILL AVE AND
MAIN AVE
IF
` 'PtPS-21
(T1P)
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PLAN
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SCALE IN FEET
STA 55+43.00
STA 63+26.83, 7.00' LT
STA 62+26.83, 7.00' LT STA 62+76.83, 7.00' LT - STA 63+53.28 14
—STA 62+26.83
4.00' RT
STA 63+74.98, 7.00' LT
1
F1 /* 11 E
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63 MILL AVE S • .? 64
STA 62+56.58 \ STA 63+74.98, 4.00' RT
11
STA 63+26.83, 4.00' RT
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1. REMOVE ALL EXISTING CONFLICTING CHANNELIZATION.
2. ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE "STATE
OF WASHINGTON STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND
MUNICIPAL CONSTRUCTION," LATEST EDITION.
3. FOR CHANNELIZATION AND SIGNING DETAILS, SEE CITY OF RENTON
STANDARD PLANS UNLESS OTHERWISE NOTED.
4. PRESERVE AND PROTECT EXISTING SIGNS TO REMAIN.
5. ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND
POST BASES PER COR STANDARD PLAN 129.
6. FOR REMOVAL AND/OR RELOCATION OF PRIVATE BUSINESS SIGNS AND
OTHER PRIVATE PROPERTY ITEMS, SEE SITE PREPARATION & TESC
PLANS, SHEET 8.
7. MOUNT SIGNS SO THAT BOTTOM OF THE SIGN IS 7.0' ABOVE FINISHED
GRADE.
CHANNELIZATION NOTES
OWHITE THERMOPLASTIC TRAFFIC ARROW PER COR STANDARD PLAN
H008.
I:fl 16" THERMOPLASTIC STOP LINE PER COR STANDARD PLAN 128.
I:fl
DOUBLE YELLOW CENTER LINE WITH RAISED PAVEMENT MARKERS
(RPM) PER COR STANDARD PLAN H001.
lilAPPROACH LINE PER COR STANDARD PLAN H002.
lfl 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL.
Fi-il TWO-WAY LEFT TURN LANE PER COR STANDARD PLAN H001.
F14] WHITE THERMOPLASTIC ARROWS PER COR STANDARD PLAN H006.
F16] THERMOPLASTIC CROSSWALK LINE PER COR STANDARD PLAN 127.
SIGN SCHEDULE
SIGN NO.
STATION
OFFSET DESIGNATION
REMARKS
S21
55+14.73
19.57' LT "FIRE LANE"
REMOVE
S22
54+26.58
19.40' LT "FIRE LANE"
REMOVE
S23
61+66.11
19.00' RT CROSSWALK
RELOCATE