EX 25MPH SPEED LIMIT SIGNS ARROWS INDICATE DIRECTION OF TRAVEL VISIBILITY
ALAMEDA ST N WALNUT AVE
CENTER ST
UPRR
HACIENDA AVE
POTENTIAL FUTURE SPEED LUMP LOCATION, IF NEEDED SEE SHEET 4 PROPOSED SPEED LUMP INSTALLATION SEE SHEET 2 PROPOSED SPEED LUMP INSTALLATION SEE SHEET 3 \\utopia\engr\PWENG\804 Traffic Engineering\804-02 Traffic Calming\11-2019-12-16-N Walnut Ave\08 Stage 2 Proposal\08-1 Exhibit\08-1a AutoCAD\SPEED LUMPS\Version 4\01-N Walnut Traffic Calming-Stage 2.dwg, 1/31/2022 5:56:54 PM
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1 431 N WALNUT
435 N WALNUT
428 N WALNUT
430 N WALNUT
434 N WALNUT
WARNING SIGN W17-1 (MODIFIED) SEE DETAIL 1.1 SPEED LUMPS SEE DETAIL 1.3 THIS LOCATION THERE IS A SHORTER DISTANCE ~80' TO THE INTERSECTION, IT WILL REQUIRE ONE LESS ADVANCE WARNING STRIPE AND MAY NEED SOME ADJUSTMENT IN FIELD THAT MAY DIFFER FROM DETAIL 1.3 40' ADVANCED WARNING SIGNS W17-1 (MODIFIED) AND W13-1P SEE DETAIL 1.1 ADVANCED WARNING SIGNS W17-1 (MODIFIED) AND W13-1P SEE DETAIL 1.1 WARNING SIGN W17-1 (MODIFIED) SEE DETAIL 1.1 105' LEAD-UP STRIPING SEE DETAIL 1.2 85'
ALAMEDA ST N WALNUT AVE
422 N WALNUT
424 N WALNUT
425 N WALNUT
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1 WARNING SIGN W17-1 (MODIFIED) SEE DETAIL 1.1 SPEED LUMPS SEE DETAIL 1.3 37' ADVANCED WARNING SIGNS W17-1 (MODIFIED) AND W13-1P SEE DETAIL 1.1 ADVANCED WARNING SIGNS W17-1 (MODIFIED) AND W13-1P NOT TO BE PLACED WITHIN UPRR ROW SEE DETAIL 1.1 WARNING SIGN W17-1 (MODIFIED) SEE DETAIL 1.1 105' LEAD-UP STRIPING SEE DETAIL 1.2 105' 322 N WALNUT
336 N WALNUT N WALNUT AVE
325 N WALNUT
341 N WALNUT UPRR
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1 231 N WALNUT 903 W CENTER ST
225 N WALNUT
222 N WALNUT 825 W CENTER ST
226 N WALNUT
WARNING SIGN W17-1 (MODIFIED) SEE DETAIL 1.1 SPEED LUMPS SEE DETAIL 1.3 37' ADVANCED WARNING SIGNS W17-1 (MODIFIED) AND W13-1P SEE DETAIL 1.1 WARNING SIGN W17-1 (MODIFIED) SEE DETAIL 1.1 105' 105' 230 N WALNUT ADVANCED WARNING SIGNS W17-1 (MODIFIED) AND W13-1P SEE DETAIL 1.1 LEAD-UP STRIPING SEE DETAIL 1.2
W CENTER ST N WALNUT AVE
DAVIS ST
234 N WALNUT
NOTE: AFTER A PERIOD OF TIME THAT THE PROPOSED SPEED LUMPS (SHEETS 2 & 3) HAVE BEEN IN USE (TENTATIVELY 6 MONTHS TO A YEAR). CITY WILL RE-EVALUATE TRAFFIC PATTERNS FOR THIS STREET SECTION, IF PROBLEMS ARE FOUND TO STILL EXIST THATCAN BE RESOLVED WITH THE INSTALLATION OF THE SPEED LUMP SHOWN ON THIS SHEET IT WILL BE SCHEDULED FOR INSTALLATION.
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1 20' 18' 16' 14' 12' 10' 8' 2' 100' 1' 2' 3' 4' 5' 6' 7' 8' CENTERLINE OF NORTHBOUND TRAVEL LANE CENTERLINE OF SOUTHBOUND TRAVEL LANE EXISTING CENTERLINE STRIPING TO BE USED 12" WHITE THERMOPLASTIC (TYP) TOP OF CURB 2' 8' 10' 12' 14' 16' 18' 20' 100' 8' 7' 6' 5' 4' 3' 2' 1' TOP OF CURB ONLY FOR SHEET 2 - 2' STRIPE WILL INSTEAD BE 1' AND THE NEXT 1' STRIPE WILL BE ELIMINATED 72" 40" 72" 20" 72" 40" 72" VARIES VARIES 84" TOP OF CURB TOP OF CURB 20" W17-1 (MODIFIED) W13-1P CALIFORNIA MUTCD 2014 REVISION 4
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