Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
R-397120
ly 0 I-CIP I I y � \ M o° W �0 W / I N N I N ^fp N 0000 ON 0 i/ C i l; �o0 z B #13, PRIVATE SEE SHEET RD-04 / J I Q- W 30C 29- 290 285 280 275 270 265 LQ 0 O (0 O) 00 N N EXISTING tPROPOSED R/W I I I 1 1 ALLEY E SEE SHEET RD-04 U O r7 r7 O Do Do Co N N N CENTER OF CUL-DE-SAC STA 6+26.68, ROAD A = STA. 71 +87„41 , ALLEY E ELEV=275.85 0 �L6 � N N 30Q 285 o o c� � o r- N 295 w U mm > 290 moo 285 1 270 280 6.00� 39 N 00 r__ N� N O Nro r N N� N (D �� r- N� N O fro F, 00 NO N N �a0 CD LO NO N (D .0 co NO N c0 N co NO N c0 �� Ln IN N 285 260 c0 �c0 Ln IN N c0 .00 LO IN N 00 co .0 Ln � N� N LVC: 100.00 SSD: 133' o \8.8 / 6 PVI STA: 7+00.00 0 I LF 12"0 SD PVI ELEV: 271.46 K: 12.50 + N r 280 255 (n U S=14.52% \ > w II 25.3 40.0 "0 w LF, -8"0 SD \ �' �' �9--LF 12 S D @ S=�� 4@ S=--8.75% S=21.90% �s =__132% 275jog 0 \� CL INT'X \ \ STA 7+33.15, ROAD A \ = STA. 51 +63.35, ALLEY C & D ELEV=266.70 \ \ 270 245 \ 23.8 _ \ 24 LF, 8 0 SD \ @ S=n�� \ \� S=1 .72% @ S, �2'0 S 49.1 265 240 66 �'�9, -LF 8 " 0 S D S, 8 S =�7 82g S=1 4.76% STORM FILTER 3 LIDO Og 26GL 235 2-CARTRIDGE TG=29.15 249 09 IE=''^�T8"0244 87 IE=''''^�T8"0244 87 � CB 9A TYPE 2-48'� 0 255 273.13 TG=��� 255 230 CB 6 TYPE 1 CB 13 266.30 ( N)IE=.35 12 0 5 SEE SHEET RD-04 269.10 (E) IE=8 8 0 EGA 88"� 245.1 (E) II - 53.0' 3 LF12"G SD I 268.44 (W)IE=268 98 8"0 " _ CB 9, TYPE 2-48"0 CB7, TYPE 2-48"0 5=6.13% , @ S=-�2-6- 266.25 I (S)IE= IGZVD 12 W/SOLID LOCKING LID W/SOLID LOCKING LID CB 12, TYPE 2-48"o 265 250 60.39 �60.38 TG EGG 7n (N)IE=''� 112"0 STORM FILTER 4 250 225 T\_7_� 255.42 IE= 4 12 0249.38 (N) W SOLID LOCKING / LID E IE=-2moo- ( ) 12"0 4-CARTRIDGE 78.8 $6 LF 12 0 S IE=2^�4 8 0 250.79 (N) 76 TG=��T� 275.91 269.78 (NW) 260.26 (W)IE=''�0 262 01 12 262.01 TG T © 5= =13.76% IE=� g" 250.65 (E) IE=`�12"0 260.22 6�6- (S) IE=2 12" 0 258.041E=25R.01 8" 1 ICB 8 TYPE 1 IE=2 $ � 12"0248.90 (S) IE 12"0 269.63 (S) 258.041E-2-5_8-Q_ 8"0 TG=2ter 262.0 IE=249.1 4 8" 0 249.39 (W) I 8"0 258.7 (W) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) OR Fee, 2-3-2020 7+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 R; Fee ESM 08/30/17 SURVEYED: ESM 11/15/17 DESIGNED: ESM 01/03/18 PDG DRAWN: D1VC1 CHECKED: ` BY I DATE I AP P R I APPROVED A STA.=8+82.24, 13.00' RT. 28' B STA.=8+82.24, 13.00' LT. 28' C STA.=7+30.97, 13.41' RT. 28' D STA.=7+36.00, 13.35' LT. 28' E STA.=5+97.99, 34.67' RT. 28' O O Ln N N N N CL INT'X S 132ND ST SEE SHEET FR-01 S 132ND ST SEE SHEET FR-02 NO N-)coO� I,-O 00 I,- �� N N N N N N N N N N N STA 8+82.24, ROAD A = STA. 31 +80.13, ALLEY A & B ELEV=245..94 SSD: 47' PVI STA: 9+45.00 PVI ELEV: 237.16 LP STA: 9+69.13 LP ELEV: 237.57 \K: 3.87 LVC: 60.00 1 I o o c0 r� + \ rn N \ UJ 0 U m m 20.8' 21--LF 8" 0 S D "S=0.72 I 27.6 28--LF 8 "0 S D �yl @ S= S=0.65% CB #3, TYPE 2-48"0 STORM FILTER 8 W/SOLID LOCKING LID 2-CARTRIDGE TG=`' ^�2 245.63 TG-237.38 237.34 IE=238.89 12" 0 238.80 (E) IE-233.88 8" 0 233.86 IE=239.22 8"0 239.33 (N) IE=233.88 8"0 233.86 IE=''�9- 12" 0 238.42 (W) CB 15, TYPE 1 CB #4, TYPE 2-48" 0 W/THRU CURB INLET W/SOLID LOCKING LID TG=-2-37-.-5G- 237.79 TG=''^�4- 245.54 IE=234.34 8"0 234.11 IE=239.32 12"0 239.28 (E) IE-fir 8"0 234.04 - �W) E) IE="�T 12" 0 239.22 (W) IE=-. -� 12"0239.05 (N) 9+00 SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �'D IF I `r 1 "=20' HORIZ. SEE SHEET FR-01 SCALE: 1 "=5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 CL INT'X STA 10+00.00, ROAD A = STA. 2+87.79, S 132ND ST CL INT'X o STA 10+00.00, ROAD A 0 = STA. 2+87.79, N S 132ND ST + 0)ELEV=237.99 LLi (n U ,w wl II � I I I I B 14 EE SHEET F I-011 J IN COMPLIANC VERTICAL: NAVD 1988 • HORIZONTAL: NAD 1983/1991 CITY OF %R RENTON DATU M Planning/Building/Public Works Dept. 260 255 250 245 240 235 230 225 E WITH CITY OF RENTON STANDARDS EARLINGTON TOWNHOMES ROAD AND STORM PLAN & PROFILE UTILITY PERMIT # 01/23/18 FIELDBOOK: PAGE: DRAWING NO: RD-01 SHEET: OF: 20 55 0 0 0 U H H Q D J Les" 0 0 0 R-397120