Loading...
HomeMy WebLinkAboutR-397122A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON0') n ROAD A I SEE SHEET RD-01 I / PRIVATEP 8 "� S D L_F '_7 CB #9, TYPE 2-48 �, - ' S-7 917 W/SOLID LOCKING LID 7\1 �- 16 STA 7+33.15, 0.00' T �LIJ ' 2�2 12 13 14 15 17 18 I CL INT ~ o � STA 51 +63.: 5, o! -LEY C R� n - r 2� 'I= STA. 7+3: ).15, ROAD Al �-- � DRAIN I CONNECTION - P RIVATE �F, 8" 0 SD D S=4.86% 14.7' S=4. o DT-01 ROOF DR CONNECTIO o 0 0 0 0 (0- ------------------------------------- 26 . 50 00 51 +007 - STORM FILTER #6 E STA.=50+00.00, 2-CARTRIDGE PRIVATE 0 LL.I ALLEY C & D STA 51 +22.83, 0.00' T END ROAD �' IMPROVEMENTS CB #1 1 , TYPE 1 I 24 D /SOLID LOCKING LID _ - DT-01 RIVATE z 262 8 0 ROOF DRAIN STA 51 +37.00, 0.00' T \ @ S=2.0% MIN. (TYP.) UNLESS OTHERWISE NOTED 25 26 �26Q o I 260 - INLET Z INLET FTG. DRAIN CONFECTION INLET TG=255.27 TG-256.01 z TG=253.99 IE=251.69, 8"0 IE=251.99, 8"0 27 O IE=252.15, 8" 0 IE=251 .69, 8" 0 ROGF--DEN 28 - 25b 1 IE=251.69, 8 O CONNECTION I 268 26 LF, 12"0 SD I @ S -2.94% 26. wv 2. 8 i \26.7\ 26° 12" ID N I �o V-2.70%\'e� @ S -. - 0 _ 20 -FF=/'-- I 21 22 PROOF DRAIN CONFECTION FTG. DRAIN CONNliTION STORM FILTER #5 - 274 - 2-CARTRIDGE PRIVATE STA 51 +94.20, 0.00' T II o 0 5 0 CB #10, TYPE 1 W/SOLID LOCKING LID Off\\STORM FILTER #4, SEE SHEET RD-01 CD I N LET TG=254.1 1 o o Q _ 15 LF, 8" 0 SD @ S=2.01 % IE=249.78, IE=249.78, 8" 0 80 IE=249.78, 8"0 25e LL.I 46 LF, 8" 0 SD 96 LF, 8" 0 SD IE=249.78, 8"�D 53 LF, 8" 0 SD -- @ S=0.99% @ S=2.00% 1 1 @ S=-3.09% 275 27C 265 26C 255 25C 51 LF, 8" 0 SD 40 41 © S= - 1.25% III 11 254 III 35 36 37 38 39 ROAD A SEE SHEET RD-01 ON rn co ON O �N 1- ON Ln ON rn LOC 2 Ln� N Q0 . co Q0 O �� O �O O Ln O� O �� O (0 O CD O CD O CD O N N N N N N N N N N N N N N N N N N O O N O �? O +co O N U0 II II Q W (n W a- In 50+00 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SSD: 207' PVI STA: 51 +29.50 PVI ELEV: 266.02 LP STA: 51 +22.83 LP ELEV: 266.16 K: 13.33 LVC: 40.00 O 04 Lo N Lo of co of O c0 1- + N + �; W U (n > (n U m U m 63- 26 LF 12"0 SD -1.00 / @ S=''�� Z-3-ZOZO XOO o \ C � STA.=53+40.79, ALLEY C & D 274-� END ROAD IMPROVEMENTS ` \ 53+00 PRIVATE STA 51 +89.95, 0.00' T IROOF DRAIN 3 -1CONNECTION CB #8, T- 31- -- SEE SHEET RD-01 17 LF, 6"� SD \ INLET @ S=22.41 TG=255.95 29 J IE=252.00, 8"0 32 33 34 II FTG. IE=252.00, 8 \ 17 LF, 6 0 SD DRAIN I 264 - @ S=9.88% II CONNECTION 12 LF 8"0 SD Il- c0 rn N � C rD C0 N N N N CL INT'X STA 51 +63.35, ALLEY C & D = STA. 7+33.15, ROAD A ELEV=266.70 SSD: 92' PVI STA: 51 +98.20 PVI ELEV: 266.00 LP STA: 51 +94.20 LP ELEV: 266.24 @ S 10.23% ROOF DRAIN CONN CTION _ INLET TG=255.08 IE=250.78, 80 IE=250.77, 8"0 20 LF, 6"0 SD IE=250.78, 8" 0 @ S= 18.51 ITI 118 LF, 8" 0 SD @ S=2.01 42 43 44 45 46 47 48 co O co �N co IBC co �' c� o 00 co co N 0(6 O O (D (D(DN (D (D(DN CIDN N N N N N N N N N ro r7 ILO 1 + O r-- (6 O K: 8.00 LVC: 40.00 O O0 O N Cd 6 Cd 6 II r� I II + N + N I Q L> LC7 N W Lf) W (n J W (n U m (n U W - C) 0° - - - - > w - 26.7' 27--LF, 12" 0 SD 2.00� -2.00� @ S-''-z-o4-% ? 7nz- 2-CARTRIDGE PRIVATE 2-CARTRIDGE PRIVATE TG=-2moo- 266.01 Ll TG=''�4 266.11 IE=2-6+-.9-1- 8" 0 261.79 IE='-&; . 8"0 261.86 1 4.7' 4.3' PRIVATE 14-LF, 8"0 SD PRIVATE 4 LF, 8"0 SD @ S--4.86% S=4.22% @ S-18..50% S=7.91 CB 1 1, TYPE 1 CB 10, TYPE 1 W/SOLID LOCKING LID B 9, TYPE 2-48" 0 W/SOLID LOCKING LID PRIVATE W/SOLID LOCKING LID PRIVATE 266.24 TG=`�.� 265.95 TG=266.70- TG='' '� 265.86 261.62 (NE) IE=261.23 8" 0 260.39 (N) IE=260.70 12" 0 IE=261.25 8"0 261.54 (N) 261.57 (12"S) IE=2-6+-.-56 8"0 260.38 (E) IE=2-6-6. 12"0 IE-261.58 8"0 261.52 (E) 261.17 (W) IE=ZZ . 8"0 260.26 (W) IE=260.70 12"0 IE 8r 8"0 261.36 (S) 261.04 (12"E) IE-''-2T 12"0 260.22 (S) IE=260.70 12"0 IE=2-6- 12"0 261 .10 (W) 51 +00 CERTIFICATION FOR AS-BUILTS ONLY. SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS DATED JANUARY 30, 2018, JOB #1938-001 -01 6. AS -BUILT 52+00 0 FIRST SUBMITTAL 1 SECOND SUBMITTAL 2 THIRD SUBMITTAL NO. I REVISION 3. 53+00 ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: 11yy++11 CHECKED: ` BY I DATE I APPR I APPROVED O r-� 00 O N ;1- o + I� r7 N Ln II II > Ld i!� J (n W SCALE: 1 "-20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY • .„ �r't= • O p o I/ , 285 275 270 265 260 255 250 ALL PERFORATED PIPE CONNECTIONS/INFILTRATION TRENCHES SHALL BE AT LEAST 5-FT FROM THE BUILDING FOUNDATION. 53+60 VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 A&k[% I CITY OF ;R RENTON DATUM V439• Planning/Building/Public Works Dept. SCALE: 1 "=20' HORIZ. CONTOUR INTERVAL = 2' 20 10 0 20 40 SCALE: 1 "=10' IN COMPLIANCE WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES ROAD AND STORM PLAN & PROFILE UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: RD-03 SHEET: OF: 22 55 0 0 0 U H H Q J 0 0 0 n R-397122