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Home My WebLink AboutR-419272MATCHILINE — SEE SHEET BELOW 'Y- �7 orms C4 0) RAMP TYPE PARALLEL 1 A PER WSDOT ST CN PLAN F-40 16.03 'z SEE SHEET C6 5 FOR C:) RAMP GRADING DETA IL T 52.81, 54.47 LT STA. 16+1 LIU CU 8 BEGIN CU RB B5 0 0 DUVALL AVE NE ISTA 906+35.01. 0. L SS NE 10 ST \ V I I KLr`AN1 UINL -NNL SYMBOLS "p, 0 SIA. 9U9+ 01.57, 49.59' LT PER COR STD PLAN WHERE Z I CENTER OF DRIVEWAY > IMPACTED (TYP) Up > B 6 !�z 0 M7 mz� on> 0>> 4JS - - - - - STA� 90612R19. 32.78' ITT — — - - - - - -- END CURB — — — — CONCRETE SIDEWALK �CONCREPE SIDEWALK PANEL REPLACEMENT PER CDR STO PLAN PER CDR STID PLAN —G—C--G-102 102 ASPHALT 907+00 A� AVE 908+00 xo> > PER STA� 907+27,13, 3180' RT AND GUTTEF STA, 908+80,64, 31,417 LT 7TCURB COR STD PLAN 101 /—END CURB BEGIN CURB I I 11-111—uo—w W—W—W— AD �J, S.� !Q CONCREFE RAMP gWING REPLACEMENT �MATCH EX GRA ES RB� m W—W— < 30, ROW I > K x > > 0 13 2 - MATCHLINE — SEE SHEET ABOVE 1932 Flmt Ave Sub 201 Seattle, WA 98101 p. 206.725.1211 m m M I. 2G6.973,5344 engineering pIIcwww.Ipdeng1neerIng.om ASPHALT HMA CIL PC 64-22 LSTA+ 909+22.53. 32+41' LT —G END CURB �—c 909+00 ULT-7— DUVALL AVE -NE�. CONDITION OFAPPROVAL: ANALYZE FFASIBII-11-Y OF �TEIND z FIR P ISLAND OR ADDING C-CURS TO VENT �v 70� IT CITY LEF-PTURNS. COORDINATION WITE C; m STAFF REQUIRED PRIOR TO PERMIT MIT NO. 1-5 LU 6 LU LU 0) I LU z IF 0 ......... ......... ... �x I�RAI)e ALT C/� [ I I � � � � � � � � Ex 4,94, qFFIJNE FREE — I ......... ..... ... ......... ...... BOX �DFILTRATION ......... ..... ... . I ......... ...... GFOOE AT FA ......... ..... ... ... ... I ......... ...... Px . ..... ......... ......... ...... ......... ......... ...... 7. .7� — — — ......... ......... ......... ......... ........ — — — - . ......... I ......... I ......... I ......... ...... 77� I--J L L L L -------------------- ------------------ ......... ......... ......... ...... ......... I ......... I ......... I ...... qX CB TYPE 1 3-- ......... I ......... I ......... I ...... 00 U-1 ......... L ......... L ......... L ......... L ...... U-1 D) ......... I ......... I ......... I ...... LU L ......... L ......... L ......... L ...... < 0 co �C? M Dj m C6 ..... m �:::::: :N to 0 LEGEND PROPERTY LINE �2JO� EX CONTOUR (INDEX) j EX CONTOUR — 230 — PROPOSED CONTOUR (INDEX) — 231 — PROPOSED CONTOUR SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING CY) CD CONCRETE PAVEMENT 0 C:) HEAVY DUTY CONCRETE CD I 3PRC/EPRC BEGIN PAINTED RED CURB/ 0 END PAINTED RED CURB CNJ ASPHALT (AC) PAVEMENT L HEAVY ASPHALT (AC) PAVEMENT 0- GRAVEL SURFACING GRASS PAVE SITE WALL VERTICAL CURB CATCH BASIN TYPE 1 0) CATCH BASIN TYPE 2 DO N 1�t �STORM DRAIN PIPE CD ............... FOOTING/SUBSURFACE DRAIN C I DISPERSION TRENCH F] 00 DETENTION/WATER OUALffY 0 STORM DRAIN CLEANOUT DS- DOWNSPOUTS SIDE SEWER PIPE —SIDE SEWER CONNECTION SANITARY SEWER MANHOLE BOLLARD FIRE HYDRANT WATER F171NGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION ) .... n � ....... n n ..... � �n n � � � � � � �n n � ::::::: n n � � � � � � I ....... now what's below. Call before you dig. 909+00 90-M 24 Dial 811 NOTES: 1. REFER TO ELECTRICAL PLANS FOR LIGHTING IMPROVEMENTS 2. REFER TO TRANSPORTATION PLANS FOR SIGNAL AND CHANNELIZATION IMPROVEMENTS REVISION BYY DATE ATER PROFILE :;F� H: 1 20' t V. 1 5' 20 0 10 20 40 Scale 1v=20' MATCHLINE SEE THIS SHEET Im AS NOTED H�W� imp CITY OF RENTON Planning/Building/Public Works Dept. R-419271 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERIN msippo 04/13/2022cel J) z LJ NEW ELEMENTARY SCHOOL #16 1075 DUVALL AVE NE 0 RENTON, WA 98059 FRONTAGE PLAN DUVALL AVE NE LJ 0—