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HomeMy WebLinkAbout170914_Sartori ES_CB 24 and 4th and Park Corner Revision.pdfEXISTING 8" WATER 3' OFFSET FROM CURB Exhibit 1 35.43 TYPE 1 CB 26+38.78 APPROVED 09/14/2017 IFitz-James DEVELOPMENT ENGINEERING DIVISION T 29+74 30+00 26+0026+8536N 181190.3350 E 1301987.7010 1879 FOUND 2" BRASS DISK WITH PUNCH IN CASE STA: 29+98.65 = STA: 26+59.68 S89° 06' 10"E 521.91'N0° 54' 56"E749.92'FL: 35.28 FL: 35.31 MATCH EXIST. FL: 35.15 FL: 35.09 MATCH EXIST. FL: 35.76 MATCH EXIST. FL: 35.21 FL: 35.27 FL: 35.33 FL: 35.45 FL: 35.75 MATCH EXIST. TC: 35.93TC: 35.75 FL: 35.24 FL: 35.43 MATCH EXIST. FL: 35.36 FL: 35.30 FL: 35.19 MATCH EXIST. FL: 35.46 TC: 35.55 MATCH EXIST. TC: 35.51 MATCH EXIST. TC: 35.32 FL: 35.36 FL: 35.00 FL: 35.33 FL: 35.27 FL: 35.28 FG: 35.90 FL: 35.43 FL: 34.95 R25.0' R25.0'R25.0'R25.0'R25.0' R25.0' STA:30+53.88, 47.00'RT STA:30+57.22, 46.48'LT TC: 35.59 MATCH EXIST. TC: 35.16 TC: 35.69 MATCH EXIST. STA:26+28.13, 31.88'LT R10.0' TC: 35.45 TC: 35.93 TC: 35.93 MATCH EXIST. TC: 35.69 MATCH EXIST. TC: 35.78 MATCH EXIST. TC: 35.94 MATCH EXIST. TYPICAL ALL FOUR ROADS, THERMOPLASTIC/PAINTED CROSSWALK SEE DETAIL 3 ON SHEET C7.11 PERPENDICULAR CURB RAMP, SEE DETAIL 2 ON SHEET C7.12 (TYP.) FL: 35.42 FG: 35.88 FG: 35.85 FG: 35.82 FG: 35.52 FG: 35.49 TC: 35.77 FL: 34.96 FG: 35.53 FG: 35.59 FG: 35.55 FG: 35.499.03%9.56% 8.00% 7.98% R17.0' EG: 35.72 EG: 35.73 EG: 35.66 5.3%1.04% FL: 35.58 TC: 36.08 0.5%0.9% FL: 35.50 TC: 36.005.0%T 46+0046+8534+00 34+96S89° 06' 10"E 521.91'N1° 02' 58"E737.40' STA: 34+43.80 = STA: 46+60.03 N 181183.3639 E 1302432.7952 508 FOUND 2" BRASS DISK WITH PUNCH IN CASE FG: 35.41 MATCH EXIST. FG: 35.65 MATCH EXIST. FG: 35.47 MATCH EXIST. FG: 35.48 MATCH EXIST. FL: 35.41 MATCH EXIST.FL: 35.46 FL: 35.43 FL: 35.39 FG: 35.56 FL: 35.47 MATCH EXIST. FL: 35.38 FL: 35.39 FL: 35.44 FL: 35.52 MATCH EXIST. FG: 35.81 FG: 35.79 FG: 35.61 FG: 35.58 PT STA:45+92.93 16.12' RT PC STA:45+97.07 14.12' RT PT STA:46+08.41 11.45' RT PC STA:46+15.71 11.48' RT PT STA:34+74.36 24.49' RT R20.0' R25.0' R25.0' STA:46+15.64, 31.47'RT STA:45+81.60, 6.17'LT R25.0' R25.0' STA:45+85.03, 4.00'RT STA:46+12.93, 38.00'LT FG: 35.55 MATCH EXIST. FG: 35.47 MATCH EXIST. FG: 35.40 MATCH EXIST. FG: 35.97 FG: 36.03 FG: 36.03 FG: 35.59 FG: 35.59 FG: 35.97 FG: 35.95 FG: 35.92 FG: 36.01 FG: 35.98 FG: 35.58 FG: 35.54 FL: 35.38 FL: 35.40 FL: 35.41 FL: 35.41 FL: 35.42 FL: 35.44 FL: 35.46 FL: 35.52 PC STA:45+85.03 21.00' LT PT STA:45+96.36 18.28' LT PC STA:46+01.41 15.72' LT PT STA:34+05.67 22.00' RT NEW 12" CPEP S IE=31.22 SDCB 23 SDCB 22 36 TC: 35.93 MATCH EXIST. TC: 36.02 STA:46+08.32, 36.45'RT FG: 35.36 FG: 35.38 FL: 35.40 FL: 35.36 TYPICAL ALL FOUR ROADS, THERMOPLASTIC/PAINTED CROSSWALK SEE DETAIL 3 ON SHEET C7.11 TC: 35.91 TC: 35.87 TC: 35.92 TC: 36.02 TC: 35.88 TC: 35.88 7.58% 7.4 3 %5.42%7.77%7.38%6.11%6.03% PERPENDICULAR CURB RAMP, SEE DETAIL 2, SHEET C7.12 (TYP.)FG: 35.74 FG: 35.75 TC: 35.91 MATCH EXIST.TC: 35.94 MATCH EXIST. TC: 35.95 MATCH EXIST. FG: 35.94 CITY OF RENTON SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIESKnow what's below. before you dig.Call R 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 9/7/17 WJF NORTH INTERSECTION IMPROVEMENTS C6.7 N NORTH 4TH STREETPARK AVENUE NORTHNORTH 4TH STREET GARDEN AVENUE NORTH1 1"=10' NORTH 4TH STREET AND PARK AVENUE NORTH INTERSECTION IMPROVEMENTS 2 1"=10' NORTH 4TH STREET AND GARDEN AVENUE NORTH INTERSECTION IMPROVEMENTS GRAPHIC SCALE 0 10 1" = 10 FEET 5 BEGIN IMPROVEMENTS AT NEAREST JOINT.TED-40-3930R-393025 1.PROVIDE SKID PROOF LIDS FOR ALL STRUCTURES WITHIN RAMPS AND WALKWAYS. STRUCTURES SHALL BE ADJUSTED TO FINISHED GRADES. 2.ALL TRAFFIC LOOPS WITHIN REPAVED AREAS OR THAT ARE DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPLACED. 3.SCHOOL AHEAD SIGN PER MUTCD FIGURE 7B-5 IN ADVANCE OF THE SCHOOL SPEED / RADAR SIGNS. SEE SIGNAL PLANS FOR LOCATIONS. GENERAL NOTES: KEY NOTES MUTCD S1-1 "SCHOOL" SIGN TYPICAL, ALL FOUR LOCATIONS. COORDINATE THE EXACT SIGN LOCATION WITH THE CITY OF RENTON. CROSSWALK ARROW PER MUTCD W16-7. 1 1 1 1 1 1 1 1 1 1 1 1 4 APPROVED 09/14/2017 IFitz-James DEVELOPMENT ENGINEERING DIVISION