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HomeMy WebLinkAboutS-4194090� T N rr O U W O z rr Q U 0) N 0 / T BPE= 368.2 0.0054 14 5,116 SF BPE=367.6 40+92.68, 8.50' LT II 40+50.95, 2.50' LT 364.1 IE=46 4.9 1 15 4,751 SF BPE=368.3 16 5,751 SF BPE= 368.3 L - 15' PUBLIC UTILITY ESMT. 58LF -55L 8" PVC s=4.-944& 17 0.0073 5,336 SF BPE= 368.3 39+93.59, 2.75' LT CONSTRUCTION NOTES O6" SIDE SEWER CONNECTION W/CLEANOUT, 2% MIN. SLOPE PER COR STD. PLAN 406.1 AND 403.1 O48" SANITARY SEWER MANHOLE TYPE 1 W/FRAME AND COVER PER COR STD. PLAN 400.1 AND 401. OSAWCUT EXIST. PVMT. (SEE NOTE 3) OSADDLE MANHOLE W/ CAST -IN -PLACE BASE PER COR STD. PLAN 400.6 NOTES: 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5 FEET BELOW THE BEARING PAD ELEVATION (BPE). 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER COR STD. PLAN 405. 3. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION BY THE KING COUNTY INSPECTOR. 4. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN UTILITY PIPES AT CROSSING, AN ETHAFORM PAD SHALL BE PROVIDED. 5. SIDE SEWER CLEANOUTS SHALL BE LOCATED IN CONCRETE PAD PER COR STD. PLAN 403.1. 6. ALL SIDE SEWERS SHALL BE INSTALLED AT 2% MINIMUM GRADE FROM THE MAIN TO THE MINIMUM OUTLET ELEVATION (MOE). THE MOE FOR EACH SIDE SEWER SHALL HAVE A MINIMUM 2.5 FEET COVER AT PROPERTY LINE OR 3-5 FEET LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER PER COR STD. PLAN 406.1 nomor- 380 380 ad Q U Q ~NO CLh LL �QO CoC Dco_ W O . . . . . . . . ...... 375 - � rnO_ . . .........3.75 O Q Lo EXISTGROUND AT N ._OU � p ... .. ....... . . po rn ROADWAY (TYP.) +LO ± + + w q O co m C u FINISHED GRADE AT Q z �I �I �, - - - - / 370 ¢ o w ROADWAY (Tl'P.) ¢ �- i 370 cnww -0.907. 0.90% 1.5Q- - -.- ---- .... �' ........ ........ ........ ....... 365 ... ...... ....... _ - _ _ - . - - _ -58LF -55f 8 PVC .. ... Q ...... ...... ..... ........ ..... ........ 365 .. -46 8»PV ....... ..... ............. ii SSMH1 5 ....... 9.49 S=$$1-�� 0.0073 - . . 98-52 ....... ..... ....... . S-9 RIM=3 IE(N)=364.20(OUT) 69.00 364.19 SSM�,=86� 68.52 0.0078 360 RIM=368-48- 363.77 360 = IE(S) 3E3.55IN) 363.61 SSMH95 368.68--- IE(NE)=363.45(OUT) 363.27 RIM=368.42 IE(SW)-=3=2(IN) 363.03 ......... ...... .. ........ . IE(N)=363.12(OUT) 355 ....................:................. ..:...................:....................:................. ..:...................:....................:....................:....................:.....................:......................................:......................................:......................................:....................................... 355 ........ .. ....... EXIST. GRADE AT TRACT ............ .... ...... ............ ........ 350 ......... .. ....... ......... FINISHED GRADE AT TRACT ... ...... .. . .......... ... ..... .. ......... .... ..... ...... . ......... ..... .. ......... 350 Co. LO LO olC �I� �r coN co co oco �o 00 �M QO CO n oo �o �M in 39+60 40+00 40+40 40+80 41+20 41+60 PAT 1 L CT �o /m 3 Q / Q Ln o �El- 0C P H iQ Lnr- o� CONSULTANTS N Site Planning • Civil Engineering El CD Landscape Architecture - Land Use Consulting CN j 11321-B NE 120th Street Kirkland, WA 98034 - (425) 285-2390 00 101 South Wenatchee Avenue, Suite C3 iJ Wenatchee, WA 98801 - (509) 293-7731 www.cphconsuItants.cam Copyright© 2023 CPH Consultants, LLC. All Rights Reserved. 6 0 CONSTRUCTION PERMIT SUBMITTAL PCE 0 5 10 1 SEWER REVISION PCE 15- Kn a 2 RECORD DRAWINGS PCE VERT. IN FEET0 20 40 t's below. HORIZ. IN FEET Callbefore you dig. N0. REVISION BY 12 11 10 9 5,634 SF 4,627 SF 5,030 SF 5, 001 SF BPE= 369.2 BPE= 369.1 BPE= 368.8 194LF 1 IE=364.6 192L 8" PVC 364.0 S=19.9099 0.0064 RD = RD RD RD - 1 IE=364. 9 ` R0 \ �363 4-82 1 15' PUBLIC 364.2 � . 0 - - UTILITY ESMT. so oo58LF "-PVTRACT C C - SS SS1, 0093 2 �MH92 SSMH91 S n 1 on 7o cn' oT SlA 4�T ���r, 49+87.34, 2.19' RT cn ; c� n ' RT STA �4�-azz`z8-� r 50+45.64, 1.35' RT / � 13 39LF - S 4,212 SF 08EF 8" PVC BPE=368.2 S 0711 � s 2 SSMH90 Q6-�� STA 50+86.35, 1.35 LT / oOD Q) U O IE=46 4. G 1 (� 363.8 W 1 W of IE=363-& 1 363.9 380 380 Q U 375 O O rl CL O CL Lu 375- 0 a= 0 - Q ^ O O � Q o W FINISHED GRADE A T EXIST. GROUND AT + ^ N o + + 0 LPL, I- z w w ROADWAY (TYP.) ROADWAY (TYP.) 370 ---- _-------- - - - ------ --- -- z ��, 370 0% -1.50q _- ------ 365 58LF 365 F 8" PVC 39LF » 8 PVC S=-G-9 }$4 SSMH 69.66 0.0093 S=98F 0.0054 36_0--_ RIM=369 E R;z 363.57 -363,60 OUT) SSM 369.41 360IE RIM=369 363.03SSMH90 368.98 IE(W)=3�9.9�IN) 362.92 RIM=368.69 36270 IE(SE)=362.90(OUT) IE(S)=367n-(CN) 362.71 IE(NW)=562.65(IN) 362.62 355 IE(E)=362.55(OUT) 355 EXIST. GRADE AT TRACT 350 FINISHED GRADE AT TRACT 12 350 o d N N. �''�i �°'rl i �',:� �°',rn Do �'o �O'o �'0) 0 �',vi 0 0' �',vi �'oi o o D6 CO co rn �',ap 49+20 49+60 50+00 50+40 50+80 51+20 51+60 7/22 MJH SURVEYED: CSB 27 23 MJH DESIGNED: JBS '1/23 MJH DRAWN: PCE CHECKED: MJH DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M PAT 2 �s oNA THE AS- UILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED BY MEAD GILMAN ASSOCIATES AND/OR RECORD DATA PROVIDED BY THE CONTRACTOR. CITY OF RENTON Planning/Building/Public Works Dept. S-419409 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CARNOUSTIE COURT SANITARY SEWER IMPROVEMENTS SANITARY SEWER PLAN AND PROFILES O U LLJ DATE: �/E /25/23 U) Fla PAGE O DRAWING NO: z C4.02 SHEET: 9 OF: 1 0 U