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HomeMy WebLinkAbout180322_Sartori ES_N. 3rd Street and Garden Avenue N. Intersection Ramps.pdfTT10+0020+00N 180530.7400E 1301977.1589FOUND 2" BRASS DISKWITH PUNCH IN CASE STA: 9+96.43 = STA: 20+00.00N0° 54' 56"E749.92'S89° 03' 29"E562.99'FG: 37.14FG: 36.98FG: 37.42FG: 37.51FG: 37.58FG: 37.58FG: 37.54FG: 37.20FG: 37.05FG: 37.54FG: 37.60FG: 37.60FG: 37.76FG: 37.76FG: 38.12FG: 38.13FG: 38.17FG: 38.15FG: 38.06FG: 38.05FL: 37.56FL: 37.59FL: 37.59FL: 37.56FG: 37.58MATCH EXIST.FG: 37.62MATCH EXIST.R25.0'STA:10+43.41, 30.95' LTPCSTA:10+54.888.73' LTFL: 36.91PTSTA:20+30.9222.00' RTFG: 37.57MATCH EXIST.3838FL: 37.35FL: 37.33FL: 37.86FL: 37.80FL: 37.76FL: 37.81FL: 37.31FL: 37.28FL: 37.2MATCH EXIST.FG: 36.92MATCH EXIST.FG: 37.54MATCH EXIST.FL: 37.07FL: 37.06FL: 36.95FL: 36.95TC: 37.40MATCH EXIST.TC: 37.50MATCH EXIST.FG: 37.02MATCH EXIST.FG: 37.57MATCH EXIST.TYPICAL ALL FOUR ROADS,THERMOPLASTIC/PAINTED CROSSWALKSEE DETAIL 3 ON SHEET C7.11FG: 37.89MATCH EXIST.FG: 37.76MATCH EXIST.7.86%6.79%7.67%7.85%7.51%8.22%TT14+0014+9439+48 40+00 N 180523.4480E 1302420.7060FOUND 2" BRASS DISKWITH PUNCH IN CASE STA: 14+40.03 = STA: 40+00.00S89° 03' 29"E562.99'N1° 02' 58"E 737.40'FG: 38.31MATCH EXIST.FG: 38.37MATCH EXIST.FG: 38.47MATCH EXIST.FG: 38.34MATCH EXIST.FG: 38.02MATCH EXIST.FG: 38.02MATCH EXIST.FG: 37.64MATCH EXIST.FG: 37.54MATCH EXIST.FG: 37.65MATCH EXIST.FG: 37.92MATCH EXIST.FL: 37.99FL: 38.02FL: 37.99FL: 37.93FL: 37.79FL: 37.81FL: 37.81FL: 37.79FL: 37.41MATCH EXIST.FL: 38.00MATCH EXIST.FG: 38.14FG: 38.26FG: 38.16FG: 38.00FG: 38.49FG: 38.52FG: 38.55FG: 38.58FG: 37.97FG: 37.82FG: 38.31FG: 38.37FG: 38.37FG: 38.31FG: 37.97FG: 37.81R25.0'R25.0'R25.0'STA:40+41.73, 34.78' RTSTA:40+40.50, 34.79' RTFG: 38.87FG: 38.89FG: 38.83FG: 38.81FG: 38.90FG: 38.47FG: 38.34FG: 38.32FG: 38.49FG: 38.28FG: 38.81FG: 38.49FG: 38.43FG: 38.42FG: 38.48FG: 38.09FG: 38.08FL: 37.93FL: 37.92FL: 37.94FL: 38.03FG: 37.93TC: 37.93TC: 38.53FG: 38.44FG: 38.29FG: 38.29FL: 38.40FL: 38.33FL: 38.31FL: 38.29PCSTA:14+75.1315.44' LTPTSTA:40+40.249.79' RTPCSTA:40+41.479.78' RTPTSTA:40+53.0312.48' RTR25.0'R25.0'R25.0'R25.0'STA:40+41.88, 38.00' LTSTA:40+30.83, 38.00' LTPCSTA:13+87.498.62' LTPTSTA:13+98.845.90' LTPCSTA:14+02.095.90' LTSTA:13+63.09, 7.00' RTPTSTA:40+30.8313.00' LTFL: 37.99FL: 37.92FL: 37.87FL: 37.87MATCH EXIST.FG: 38.54MATCH EXIST.FG: 38.58MATCH EXIST.R15.0'STA:39+64.67, 33.23' RTPCSTA:39+64.6818.08' RTPTSTA:14+73.1320.24' RTR15.0'FG: 38.46MATCH EXIST.FG: 38.24MATCH EXIST.FG: 37.96MATCH EXIST.FL: 37.98MATCH EXIST.FL: 37.70TC: 38.48MATCH EXIST.FL: 37.97FL: 37.95FG: 38.5MATCH EXIST.FG: 38.5MATCH EXIST.FG: 38.06FG: 38.09TYPICAL ALL FOUR ROADS,THERMOPLASTIC/PAINTEDCROSSWALKSEE DETAIL 3 ON SHEET C7.118.55%9.96%FL: 37.84MATCH EXIST.TC: 38.33MATCH EXIST.FL: 38.01MATCH EXIST.TC: 38.52MATCH EXIST.FG: 37.96FG: 38.01TC: 38.46PPB LOCATIONMATCH EXIST.TC: 38.51MATCH EXIST.FL: 37.85FL: 37.86MATCH EXIST.TC: 38.34MATCH EXIST.TC: 38.59FG: 38.03TC: 38.50FG: 37.99TC: 38.44FG: 38.24MATCH EXIST.FG: 38.10MATCH EXIST.FG: 37.93MATCH EXIST.FG: 38.37MATCH EXIST.6.98%6.91%PTSTA:14+03.8617.85' RTSTA:14+03.8532.85' RTR4.5'STA:14+09.0332.96' RTPCSTA:14+18.6532.61' RTFL: 37.87FG: 38.01FL: 37.89STA:39+72.2329.12' RTSTA:39+69.4825.47' RT0.11%EG SLOPE0.34% EG SLOPE 0.32%EG SLOPESTA:39+72.8136.52' RT6.09%6.54% 0.63% EG SLOPE FL: 37.91CITY OFRENTONSARTORI ELEMENTARY SCHOOLRENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOL LUA16-000692 U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBT A C O M A SEATTLE SPOKANE TRI-CITIESKnow what'sbelow.before you dig.CallR1ADDENDUM NO. 1WJF3/1/17WJF2ADDENDUM NO. 3WJF3/17/17WJF3CITY COMMENTSWJF4/21/17WJF4STORM DRAINAGE REVISIONSWJF12/13/17WJF5RAMP REVISIONWJF2/22/18WJFSOUTH INTERSECTIONIMPROVEMENTSC6.8NGRAPHIC SCALE010201" = 10 FEET5NORTH 3RD STREETPARK AVENUE NORTH NORTH 3RD STREETGARDEN AVENUE NORTH11"=10'NORTH 3RD STREET AND PARK AVENUE NORTHINTERSECTION IMPROVEMENTS21"=10'NORTH 3RD STREET AND GARDEN AVENUE NORTHINTERSECTION IMPROVEMENTSPERPENDICULARCURB RAMP2C7.12PARALLELCURB RAMP1C7.12PERPENDICULARCURB RAMP2C7.12PARALLELCURB RAMP1C7.12PERPENDICULARCURB RAMP2C7.12PERPENDICULARCURB RAMP2C7.12PERPENDICULARCURB RAMP2C7.12PARALLELCURB RAMP1C7.121.PROVIDE SKID PROOF LIDS FOR ALL STRUCTURES WITHIN RAMPS AND WALKWAYS. STRUCTURES SHALL BEADJUSTED TO FINISHED GRADES.2.ALL TRAFFIC LOOPS WITHIN REPAVED AREAS OR THAT ARE DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALLBE REPLACED.3.SCHOOL AHEAD SIGN PER FIGURE MUTCD 7B-5 IN ADVANCE OF THE SCHOOL SPEED / RADAR SIGNS. SEE SIGNALPLANS FOR LOCATIONS.GENERAL NOTES: KEY NOTESMUTCD S1-1 "SCHOOL" SIGN TYPICAL, ALL FOUR LOCATIONS.COORDINATE THE EXACT SIGN LOCATION WITH THE CITY OF RENTON.CROSSWALK ARROW PER MUTCD W16-7.NEW SIGNAL TYPE 2, JUNCTION BOX W/ NON-SKID LID, MATCHPROPOSED ELEVATION 37.99ADJUST EXISTING COMMUNICATION MANHOLE RIM FINISHED GRADE TOMATCH PROPOSED ELEVATION 37.97ADJUST EXISTING WATER METER BOX, REPLACE LID WITH A NON SLIPLID, MATCH PROPOSED GRADE, 38.34RESTORE SIDEWALK, CURB AND GUTTER TO THE NEXT JOINT.RESTORE SIDEWALK, CURB AND GUTTER TO THE NEXT JOINT LOCATEDHERE.12345611111111TED-40-3930 R-393026111115234666656" TRANSITION TO FULL6" FREE STANDING CURB.SIDEWALK BEHIND CURBTO BE AT ROAD GRADE.03/20/2018IN COMPLIANCE WITH CITY OF RENTON STANDARDSDEVELOPMENT ENGINEERINGIFitz-James 03/22/2018 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IFitz-James 03/22/2018 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IFitz-James 03/22/2018