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S-419408
11 10 9 /8 \ 7 _l 6 15 \� � 4, 627 SF 5, 030 SF 5, 001 SF 5/001 SF � , 001 SF \ 5, 4, 3 2 1 001 SF 4, 0101 SF 2 5, 001� SF 4, 001 SF 5, 001 SF 5,162 SF O BPE=369.1 BPE 368 8 BPE 369.0 8 E=369.4 BPE 369.9 I BPE=370.4 BPE-370.9 BPE=3R1.4 BPE=371.8 BPE=3722 BPE=372.7 T \ 6 RD = Ro - IE=36 7 1 1 IE=36�6 � Ro\ 363.8 364.0 � 364.3 IE=6 1 IE=365.2 1 IE=36�f� ° CV \ 364.2 / \ 1 IE=366-� 1 IE=36?� I ' n I�1 \ / 365.8 365.2 1 I E= 366,E 1 1 E= 3611 O Rp RD RD RD I RD D RD IRD RD D \ _ \ \ 366.4 366.E 366/7 \ - RD RD \ . /+ / \ LRp RD RD RD �_ RD RD - I \ I . - - - - TRACT C - - / o \ RD RD RI V SS 1.440 S -T_ - - - \ - RD - W % II a ° ° °I I s e a a i° ° -- - -- -- -- ROW a/ \ ° ° � ° � sal _ _ -- -- ✓ W I W W ( �- W W\ \ W W / 19F 8" P C I - +oo I I _ `�\ \ I v W W W WI W °W ^ W W W: I 1 12+o�i� / I '�*-00 /W 2SSMH90 SS S- S9-89y 3��$ S `3� I I SS SS-- - / 14+0 0 STA s� 0.0064 F.S��`� I I T SS A SSI SS S S �S SS 292EF_B --PVC- -I p li. - 10+00.27, �5.37 LET - -v - o - - / I I SS SS SS SS I 13 - d. - - 0P ° ° ° ° - - - - '� S= 2 0.0051 c' I I SS II S w 4,212 SF, -- BPE-56B.2 �-= o � a - �g�ROW - � l z S0, rr 14 1 \ 4-1�x°o / - - - -� 364.4- - - N o s IE=364.7 1 U 5,116 SF IE=362 1 1 ° SSMH80 1 IE=365:2 IE=369 6 1 1 I o RD 2 STA 11-+78.95, '�99L4P - - 365.0 365.3 IE=4&$4 1 I IE=366.§ 1 IE=467_�?- 1 BPE=367.6 IE-361 11+79.09, 5.64 RT 36 •6 365.3 366.5 366.3 I / /4 - I I i I5,250 45,177 SF SF JJ 5 \ \ � 22 23 / � / 364- 200 SF 250 SF \ 4,200 SF 5,250- 24 i 25 I i 5,030 SF Cn T ACT - I I BPE= 370. 0 - BP - 370. 5 _ _ - BPE- 370. 9 1, 3, SF I 1 �I I , - - -- - - - / // BPE=371.8 i 1 BPE=372.3 \. 1 SEE C4.02 SSSM TAH95 2 9+71.39, 8.46 LT 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 ROAD A 0 U i T L CT /o 3 Q / Q Ln o �El- 0C H iQ Lnr N o� CONSULTANTS N Site Planning • Civil Engineering 0 5 10 El CD Landscape Architecture - Land Use Consulting �\ 11321-B NE 120th Street VERT. IN FEET Kirkland, WA 98034 - (425) 285-2390 00 101 South Wenatchee Avenue, Suite C3 0 20 40 W Wenatchee, WA 98801 - (509) 293-7731 www.cphconsuIto nts.cam HORIZ. IN FEET Copyright© 2023 CPH Consultants, LLC. All Rights Reserved. CONSTRUCTION NOTES SIDE SEWER CONNECTION W/CLEANOUT, 2% MIN. SLOPE PER O6" COR STD. PLAN 406.1 AND 403.1 SANITARY SEWER MANHOLE TYPE 1 W/FRAME AND COVER O48" PER COR STD. PLAN 400.1 AND 401.1 30 SAWCUT EXIST. PVMT. (SEE NOTE 3) O48" SANITARY SEWER SADDLE MANHOLE W/ CAST -IN -PLACE BASE PER COR STD. PLAN 400.1, 400.6 AND 401.1 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 SHAPP COMPLY WITH KING COUNTY ROAD STANDARDS. 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 q ELEVATION (MOE). THE MOE FOR EACH SIDE SEWER THE AS -BUILT INFORMATION SHOWN ON SHALL HAVE A MINIMUM 2.5 FEET COVER AT PROPERTY THIS PLAN IS PER A FIELD SURVEY LINE OR 3-5 FEET LOWER THAN THE LOWEST HOUSE PERFORMED BY MEAD GILMAN ELEVATION. WHICHEVER IS LOWER PER COR STD. PLAN ASSOCIATES AND/OR RECORD DATA 406.1 PROVIDED BY THE CONTRACTOR. • V Know what's below. Call before you dig. 0 CONSTRUCTION PERMIT SUBMITTAL PCE 1/7/22 MJH sDRvEYED: CSB 1 SEWER REVISION PCE 2/27/23 MJH DESIGNED: JBS 2 RECORD DRAWINGS PCE 8/1/23 MJH DRAWN: PCE CHECKED: MJH N0. REVISION BY DATE APPR APPROVED, SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 ° CITY OF HORIZONTAL: NAD 1983/1991 RENTON DATU M Planning/Building/Public Works Dept. S-419408 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 R CROSSING DATA Efl IE 18" SD=365.96 TOP 8��SS=360.:UTILITY TOP 8" SS=360.53 CARNOUSTIE COURT SANITARY SEWER IMPROVEMENTS SANITARY SEWER PLAN AND PROFILES I- O U w DATE: �/ FlE a/25/23 U) PAGE: O DRAWING NO: z C4.01 Ir SHEET: 8 OF: 10 U