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HomeMy WebLinkAboutR-397121z O 0 z J ry Q W A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON ROAD A SEE SHEET RD-01 INLET 23��24 25 - -26 INLET 27 28-11 \ ` 29 301NLL1 31 32 33 34 11 ° TG=254.111 0 \\\\`� ° TG=255.9. ° f TG=256.01 15 LF, 8 0 SD ' o F,�252.00, 8 0 262- 25s IE=249.78, 8 b T 20 LF 6 0 SD ' @ S=2.01 % IE=252.00, 8 0J - , IE=251 .99, 8" 0 IE=249.78, 8 0--------- �,., - @ S=18.51 % 1 0 @ LF, 8 �DON .... IE=249.78, 8 � - 25 , ; •� @ S=-10.23% Z ' 8" 0 SD IE=249.78, 8" b � - 258 - - 53 LF 8" 0 SD , 0 46 LF, 8 � SD��� 96 LF, , -@ S=0.99% @ S=2.00% I % Zs6 ---- ------------------ t _ __ @ S 3.09 DR R` ECTION - 256 - I 25 INLETT 118 LF, 8 SD \ INLET Ili TG=255.08 @ S=2.01 % 51 LF, 8"� SD STORM FILTER #3 f „ TG=253.99 INLETQONNECTI - - IE=250.78 8 0 IE=252.15, 8"0 EG 251569 8"�F 12 8"� SD 40 CB 6> 258 @ S=-1.25 0 - SEEI SHEET RD-01 IE=250.77, 8"0 ROOF DRAIN ONNECTION ' 37 38 _ ZZ% # { 252 I4- - 1 42 1 IE=250.78, 8"0 S22 , sD 1 IE=251 .69, 8" 0 © S-���� SEE SHEET RD-01 0 252' L IE=251 .69, 8" 0 S=1 .95% CL INT'X I CB #3, TYPE 2-48" 0 , FTG. DRAIN CONNECTION STA 31 +80.13, AL Y A & B 39 = STA. 8+82.24 RO A _ W/SOLID LOCKING LID I 46 7 1 250 _ Z I 250 STA 8+82.24, 11.22' LT 44 S 45 47 ��1 ii • NMI i ° u�� ii j,�256 6 jj-25 2, 61PO 15, 8" 0 254 252.06 252 I N L 25 T =249. =245.79, " \ STORM FILTER #2 - ® ®■ ■ 43.2 120.6 I CB #1, TYPE 2-48" 0 8 -- _____________ �35 36 D 2-CARTRIDGE PRIVATE 41 44 LF 12"0 SD TmL 12"0 SD W/SOLID LOCKING LID I '[JF @ S= .50% 43 @ S=�50-� STA 33+55.70 0.00' T ' �t �R DT-01 STA 31 +39.85, 0.00 T ( �� 248 S-0.8 % S=0.58 ° n ' �I,�',�54.00 _ - s --- /30 00 _ 32+ 0 lil _ 33+00 / _FTG. DIR1 CONNECTION ' °{_, „ STA.=30+00.00, ALLEY A & B- END ROAD IMPROVEMENTS J INLET TG=246.87 / IE=243.89, 8" 0 / ROOF DRAIN CONNECTION 265 255 250 245 240 235 230 225 .. 2 . • „ - a FTG• + '� ' W SOLID LOCKING LID 246 DRAI ' ' DRAI DT-01 / °' 8 SD / 0.00' T CON ECTION ' 8 ROOF DRAIN CB 5, TYPE 1 S-z OG% I ®��,a STA 32+35.13, CON ECTION _ @ S=2.0% MIN. (TYP.) W/SOLID LOCKING LID I 242 S5 S=0.5�%56 UNLESS OTHERWISE NOTED PRIVATE I I STA 31 +52.13, 0.00' CB #4, TYPE 2-48" STORM FILTER #1 57 58 59 60 „ -W SOLID LOCKING LID 2-CARTRIDGE PRIVATE / 2 49 50 51 52 53 12D fl 240 STA 8+82.24, 0.00' T STA 32+19.88, 0.00' T �R- 27.9' S=4.00% III ` ROAD A ROOF ROOF ROO-t F SEE SHEET RD-01 CONINECTION DRAIN DRAIN CONNECTION CONNECTION CB #19C, �2 SEE SHEET PN-01 �____ ?n _ ° N r7 r7 r7 r7 r7 _ r7 NO V) O CO O � Ln � ICY)N � Ln r` N Ln 0 Lc� Lc� CO LO � N Lf� O� CD �� �� �� �6 �� �� �� �� Lf�� �Lo O� �� �� �U0 �� �� �� �� O N NN NN NN NN NN NN NN NN NN NN NN NN NN `"N NN NN NN NN N N N Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) O o � o 0 + � O N II II 9 Ld J (n Li a- a- 30+00 Z-3-ZOZO SSD: 207' PVI STA: 31 +46.52 PVI ELEV: 245.27 LP STA: 31 +39.85 LP ELEV: 245.40 K 13 33 CL INT'X STA 31 +80.13, ALLEY A & B STA. 8+82.24, ROAD A SSD: 154' PVI STA: 32+ 17.02 PVI ELEV: 245.20 LP STA: 32+ 19.88 LP ELEV: 245.37 K 11 43 LVC: 40.00 �2 o m O LVC: 40.00 � O LN LN L(O ('O Lq N r7 + ��i N /\ ctl� \ + II �w N + N o row Um m / / ULdLIJ ``'rnr (n> m to U W 427.9' S=4.00% '� > > \ _ - - 28 12" 0 SD 11 .9' @ S =-3 0 `;0' 11--EF, 12 "0 S D 1.00% PRIVATE 2.007 -2.007 @ S =-3-.94-%- S=7.23% PRIVATE ' 2-CARTRIDGE TG=25.40- 245.38 IE=5- 8" 0 241 .1 3 43.2 1 2.3' S=1 .95% , 12 LF, 8"0 SD 12"0 SD @ S=6.33% @ S=�7 PRIVATE S=0.83% - CB 5, TYPE 1 CB 2, TYPE 2-48"0 W/SOLID LOCKING LID W/SOLID LOCKING LID PRIVATE CB 4, TYPE 2-48" 0 TG=24 5.48- 245.20 245.46 240.89 TG=245.39 W/SOLID LOCKING LID (W) IE-240.39 8"0 IE-240.67 8"0 240.52 „�A 240.86 TG =5_9 2 ^ ^ 245.54 (SW) IE=240�2- 8"0 �� IE=238 � 12 �6�T 238.64 (E) 240.69 IE 12 0239.28 (NW) IE=240.72 8"0 �z z� �� (E) IE=`'z�7- 6 0 239.14 �zQ �� „ 238.44 (W) 240.35 IE=��z 12 � 239.22 (E) IE=' � 12"b (W) IE �T 12 � IE=239-.32- 12" 0 239.05 (N) CB 3, TYPE 2-48" 0 15.3' S=0.59% W/SOLID LOCKING LID STORM FILTER #1 15 LF 8" 0 SD 245.63 TG=245.72 PRIVATE @ S=z�nO-%- 238.80 (E) IE=2-38-.8-9- 12" 0 2-CARTRIDGE PRIVATE 239.33 (N) 8"0 TG-''- ^�T 244.86 238.42 (W) IE=-2-38-.8-9- 12"0 IE=244-.4-2--8"O 240.61 31 +00 CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001 -01 6. AS -BUILT 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION 32+00 ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: D1yC+1 CHECKED: ` BY I DATE I APPR I APPROVED 1.50 ° 120.6 21 LF, 12 '0 SD @ S=0.519% S=0.5 33+00 SCALE: 1 "-20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY o � Ln + I / rrl N r7 Ld II II / J (n L CB #1. TYPE 2-48"0 W/SOLID LOCKING LID TG=247.28 246.94 IE=`'z�T 12"0 237.94 (1 "W) IE=''�T 6"0 241.55 (8 N) IE=''�G- 8"0 238.38 (8'S) IE=238.07 12"o 237.94 (12"E) 22 LF 12" 0 SD @ S 21.3' S=0.28% 265 260 255 250 245 240 IE 237.88 235 230 225 34+00 VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF RENTON DATUM Planning/Building/Public Works Dept. ALL PERFORATED PIPE CO N N ECTI O N S/I N FILTRATION TRENCHES SHALL BE AT LEAST 5-FT FROM THE BUILDING FOUNDATION. SCALE: 1 "=20' HORIZ. 1 "=5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES ROAD AND STORM PLAN & PROFILE UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: RD-02 SHEET: OF: 21 55 O O O U Q J Ls. R-397121