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S-419407
T N rem ►�Old O U W I- D O z rr Q U 0) 0 0 U i T / I I EXIST. 10" DI WATER MAIN / BPE= 368.67 12 CONN. EXIST. WA 15' PUBLIC UTILITY ESMT. PCL. 146340-0083 R-4 BPE= 368.60 11 58LF 57zL 8" PVC S=40.0093 r----r r PCL. 146340-0082 R-4 PCL 146340-0084 R-4 PCL 146340-0080 R-4 N ,22„ r 88 34 W 595.09 I I i r----------�� �7a BPF368.25 BPE=368.47 BPE= 68.94 PE=369.44 \ 10 9 BPE=369.92 gPE� 370.39 PE-370.8 BPE 371.29 BPE=371.74 BPE= \ 8 �\ 7 / 6 �5 4 3 2 -�� 39LF SSMH90 / \ \ // 1 = 0.0054 RIM = 968.69 368.98 / \� IE(8 S)=36�5 362 70 / 194LF \„ \ I I IE(8"E)=36�5-362 62 �F 8 PVC EXIST. 8" DI IE(8"W)= 5 =� 36 .71 S4 0.0064 j % - \ \ I \ I WATER MAIN N 292LF 8 PVC I LEGEND STORM DRAIN SD TYPE 1 SD CATCH BASIN TYPE 2 SD CATCH BASIN SANITARY SEWER MAIN SS • STANDARD PRECAST SEWER MANHOLE SIDE SEWER SERVICE W/CAP W WATER MAIN WATER SERVICE (PIPE) WATER METER FIRE HYDRANT (FH) N GATE VALVE Y BLOW OFF ASSEMBLY ' AIR -VAC ASSEMBLY W W s s 1 1 ESMH:92::=RIM H9369y 369.41 W 11 o W I W \ W W W W W RIM=�69-&7369.66 IE 8"W-3698363 03 / _ 12� o t W W W - W z I IE(8'E)=369-. 9363.57 („) S - S SS - ��i�- _ 14+d0 I SSMH70 W 13 IE(8 SE)=36z99-3�2.92 sx I S �� IMP SS t--�- li > SS - T 1 - I RIM=3, BS-374.28 LL o I BPE= 367.71 39LF49>LF 8" P C - - - - - X- PGOF' �\ s..°° -1 \ / / I I SS S S$ I IE(8"W)=3§9 §9-359.84 . e - °. .. s �: 59 74 0.0084 P� � - - �: ° . � - e s, a I I IE(8"N) 3§9-�8-3 cS W �o ° ___' - - I IE(8"S)=359.67 " 1 J i _ - �0 \ , CONN. TO EXIST. 8 m SSMH95 00 �O / - / - - - (- �� - - - - PVC SS W/SADDLE ti P RIM=36,g-4r�368.6 N X Q�1� - s / SIDE-SEWER�(T1P.) - MANHOLE o IE(8"N)=363H-2363. 3 e - 36 \ z 14 IE(8"SW)=36J.223 I I BPE-367.65 /4 SD � \� � � ( / 66- 18 gyp_ I, 21 22 / 2�' �364- 1 l PE-369.00 - _ - 24 \ 24 \ - - - - - BPE=369.50 BPE= 6� 9� - / I \ _ o SSMH100 ` _ - - BP-370.42 gPE370.88 / g=371.32 / l RIM=368.48368.52 O I / / I - - \ / / / PE=311.8 B P E - 3 2.28 IE(8"S)=363.;55 363.77 v \, TJCt- Off' PV\C - _ Q \ / \ / _J IE(8 EVE)= �3.61 I� 0.0078 I - - - / \ / 1 58LF o 1 -F8"PVC _ _ _ _ _ \ l S=9.N-8-0.0073 I - = = - - - - - i / - - - \ _ - \ / 1 \ 3 17 Rp- _� \ SSMH105 PE= 36 7.79 \ \ RIM = 469--94369.49 16 IE(8 N)=364.2D -_ = =-------- - 1 364.19 ^ S. E 367.81 3fi - 1 PUBLIC _ 5 ` \ \ / UTILITY ESMT.------------------- =-- / - -------------------------------------------------------------__ _-___ __ ______ - - - \ \ / EXIST- FIRE H/YDRANT-------------------- -- T---------------- ----__-__-- /+--------- ------------------i;__ -- ------ ---------- -------------- - - - - - -.. O- ------- ------ --- --- - :. i �� ✓ ® Fxl_Sr �n" �� IA/A - _ _ ___________364 - - - - - - - - - - - - - --- I\ I SEXIST. FIRE HYDRANT L CT 3 Q L Q Ln o �El- 0C H iQ o Ln j a; CONSULTANTS 0 CONSTRUCTION PERMIT SUBMITTAL PCE 1 /7/22 MJH suRvEYED: � SCALE: „,CAU NAVD 1988 \ Site Planning • Civil Engineering 1 SEWER REVISION PCE 2/27/23 MJH cse HORIZONTAL NAD 1983/1991 El \ Landscape Architecture - Land Use Consulting DESIGNED: N • 2 RECORD DRAWINGS PCE 8/1/23 MJH j \ 11321-B NE 120th Street y DRAWN: Kirkland, WA 98034 - (425) 285-2390 V PCE ONE INCH 101 South Wenatchee Avenue, Suite C3 0 30 60 CHECKED: DATUM AT FULL SCALE Wenatchee, WA 98801 509 293-7731 �� MJH ( I � Know what's b@IOW. - IF NOT ONE INCH www.cphconsuItants.cam PLAN IN FEET Call before you dig. NO. REVISION BY DATE APPR [APPROVED: SCALE ACCORDINGLY 0 Copyright© 2023 CPH Consultants, LLC. All Rights Reserved. THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED BY MEAD GILMAN A SSOCIA TES AND/OR RECORD DATA PROVIDED BY THE CONTRACTOR. CITY OF ;R; RENTON 0 Planning/Building/Public Works Dept. S-419407 F__1N COMPLIANCE WITH CITY OF RENTON STANDARDS CARNOUSTIE COURT SANITARY SEWER IMPROVEMENTS OVERALL SANITARY SEWER PLAN I- O U LLJ 7/25/23 Cn FlELDBOOK: Z) PAGE: O DRAWING NO C4.00 Ir SHEET: 7 OF: l O U