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HomeMy WebLinkAboutR-4192740) CN C:) IF �J w A PER WSDOT ST PLAN F-40.16.03 REINSTALL ---RAMP TYPE PARALLEL A PER —RIM FLUSH WSOOT ST PLAN F-40.16.03 . . . . IF 421.41 > m < UJI T �1 I LU ;,q UJI Cl) I STA. 916+63.23, 32.51' IT V" \ A I I CONCRETE SIDEWALK BEGIN CURB_�� 0 I \ UJI PER COB STD PLAN 102 —ASPHALT I � HMA CL1/2 T� z G 1 G G G—PO 64 —22 G- 1 916+00 917+00, EV0 0 H DRAI� DE E) OUT G UTILITY POLE WILL LIKELY 1�'5"IN R REQU RE ELOCATION. COORDINATE r-JWITH PSE� PROPE�OWNERANDC17Y FOR L.00 TION OF RELOCATED POLE IPRIOR TO FRONTAGE IMPROVEMENT \INSTALLATION. HALT PAVEMD m > �OHW q \11 ME N) m 0 m Ln REINSTALL EX TRENCH DRAIN� m PO n M>z E� RIM FLUSH W/ GRADE IE 419.36 (4- DI E) OUT z C rz 0z STA. 918+65.35, 32.54 LT/ 0 BEGIN CURB *0 STA. 918+10.63.-32.52 \ LT END CURB �2 42LF 4" DI @ 5.8% rh 4 �nl U I I 1A I I A /A STA, 916+83.2 ' 4 31�51 917+N.24, 32.50' IT (PU C R111 T ef Y) LQLSTA. CENTER OF DR�EWA I' D 'i END CURB X /—T I f/4 --TSEE SHEET C6.5 FOR mvr��4 T— — v_ T-1­oT—T ------ �T—T�T 1� T— 1 DRIVEWAY GRADING DErAIL 1 1 1 1 /CNRR A GUTTER RE /4 / COR ST PLAN 101 T —W W-W W-W-W )N W—W _7f W—W vt W_W_W__ W-W W-W _W-WI /'_E�$TA. 17+95.63, 29.52' IT CENTER OF DRIVEWAY 1Z T RE SHEET C6.5 FOR 41IF7" =4 ===I' -1� DRIV AY GRADING DEAL— UP 3 IV NOTE EXIS1`INGROCKERY7N­D STA. 916+78.67, 22.86' RT PARKING AREA IS NOT CLEARLY WATER TEE DELINEATED IN THIS LOCATION. PRIOR TO INI OF SIDEWALK, APPLICANT SHALL PROVIDE BLOW-UP PL_AN CLEARLY DEMONSTRATING THAT GRADINGWILLWORKORIFA NOTES- 1. REFER TO ELECTRICAL PLANS FOR UGHTING IMPROVEMENTS 1932 Flmt Ave SuIte 201 Seattle, WA 98101 p. 206.725.1211 m m M f. 2G6.973,5344 engineering pIIcwww.IpdengIneerIng.om PROFILE H: 1 20' V: 1 5 y NO. I REVISION > -W RAMP TYPE SINGLE� DIRECTION A PER WSDOT ST PLAN /F-40.16.03 A�r z 919+ 9.74. 35AO' LT1 BEGIN CURB �ICONNECT TO EX \CB\ IF 418.98 (4" DI W) IN G 918+85+85, 29.53' LT CENTER OF DRIVEWAY SEE SHEEr C6.5 FOB DRIVEWAY GRADING DETAIL_7�'_ E ND CL r­ 0 1 a STA. 919+46.16, 46.82' LT -NO CURB 11 - I I 3T TO EX CB W ­17 17 (4" DI W) IN LEGEND PROPERTY LINE EX CONTOUR (INDEX) EX CONTOUR 230 PROPOSED CONTOUR (INDEX) 231 PROPOSED CONTOUR SPOT ELEVATION IFF 78.0 FINISHED FLOOR ELEVATION PROPOSED BUILDING CONCRETE PAVEMENT HEAVY DUTY CONCRETE BPRC/EPRC BEGIN PAINTED RED CURB/ END PAINTED RED CURB ASPHALT AC) PAVEMENT HEAVY ASPHALT (AC) PAVEMENT GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB m Iff CATCH BASIN TYPE 1 Q M CATCH BASIN TYPE 2 —STORM DRAIN PIPE ............... FOOTING/SUBSURFACE DRAIN DISPERSION TRENCH DEFENTION/WATER QUALITY STORM DRAIN CLEANOUT 0S. DOWNSPOUTS SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BULLARD FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER MEIER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION now what's below. Call before you dig. R-41927 3 Is Dial 811 IN CC �ENTON STANDARDS 0 C:) C:) .j r� CD CD C%1j 0) 00 N 1�t C:) CID r o6j DEVELOPMEWrENIGINEERING msippo 04/1 3/2022 20 0 10 20 40 U) F­ z DILI Scale 1v=20' NEW ELEMENTARY SCHOOL #16 04 MAR 2022 AS NOTED PMO/1"I CITY OF 0 mo� 8/27/21 RENTON 1075 DUVALL AVE NE 12/20/21 RENTON, WA %059 3/4/22 Planning/Building/Public Works Dept. FRONTAGE PLAN C6.4 BY DATE APPR DUVALL AVE NE 74 w 147