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R-409128
00 O I N I n r) z J J n Q 75 198 LF 8" PVC ®10 30R - - - _ 8" PVC SEWS \14 @ 1.009 FOR d FUTURE I _ _... ....: EXTENSION 9.11 V I� SSMH 2 48 " 61 LF 8 PVC ® 346X--- I STA. 23+99.51 4.25, R SSMH 3 48 ------------- r R-- ae " 1 I I , , F____1_____ff______ __n________ SSMH 1 48 STA. 26+03.00, 4.25 R--/---===i�___ !- STA. 22+01.38 4.25 R I RIM 481.10 -ff----------- " RIM 457.69 IL---r-----�+----- � i I8 /E IN 469.10 (W) ' d RIM 503.14 " 8" -- /E IN 448.70 (W) l ______µ____ ____ 8 /E OUT 469.00 (E) " ------ 6 /E IN 489.67 (N) I 8 /E OUT 448.60 (E) --- ---- r------ 8" lE OUT 489.50 (E)RA�CT A� -- I a NOT PART OF 13 12 10 9 -- �oRM PR, INAGE- ---- I o PROJECT AREA FG 503.40 FG 495.80 FG 487.70 FG 479.70 FG 471.60 r ---- -li !--- n---' -fl- TAX PARCEL � �I � � \ �---------li`---------� �-------n--;' i #1457500026 o---------- , �- -1---- R--------- TRACT B f - _ IL ---------------- i ) TREE RETENTION - - r --- , u - n--- _ �- - - r u --- L J CITY OF SSMH 12 48" i RENTON R.O. W. STA. 13+22.14, 5.00' L l O _ (.. ) - - - - - _ n - ' 0 ` G+ RIM 511.86 i X X-Ix--- 8"` J F - RENTOM R.O.W.--------- Tr.� KING IE /N 496.00 (N)-T �COUNTY 8" lE OUT 495.90 (S) - KING COUNTY -X SSMH 5 48" I � R.O. W. I / STA. 40+01.73, 12.65' R R.O. W. RIM 456.95 ® 10" IE IN 445.50 (N) i 10 /£ OUT 45.40 (SE) U 33 LF 10" PVC ® 0.46.`!t; I � / SSMH 6 48" STA. 40+2Z97, ZOO L RIM 458.28 10" IE IN 45.25 (NW) / 10" 1E OUT 445.15 (S) o SSMH 13 48" Ln o REMOVE EX. CLEANOUT o I o NE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W. M. MAPLE HIGHLANDS Ln . • ' I f----------- SSMH 11 STA. 16+43. 3.00' L - - I RIM t Il _ - - SSMH 4A 48" I T 8" 1E OUT 500.00 (S) (% I STA. 33+15.85, 4.25' L I RIM 459.51 I 10" 1E OUT 449.90 (S) I 3 �' Q FG 504.10 `o FG 496.60 FG 1.10 `, 483.07 FG 5.20 �I I _ FG 477.18 FG 468.75 FG 461.25 I N O I ® Z (� �- SANITARY SEWER STUB SSMH 4 48" I 1 1z - - - CLEANOUT (TYP.); PER STA. 31+73.85, 4.25' L a COR STD PLAN 406.1 RIM 455.67 I o FG 485.20 8" lE IN 446.50 (W) I FG 501.1 D FG 493. 20 10" 1E IN 446.50 (N) I FG 506.60 a I 1 I FG 508. 0 � � _------ � I 8 /E IN 446.50 (£) � cv N CL 20 00 ap J AND REPLACE 107H NEW MH "� I STA. 12+OZ 79, 9. 03' L RIM 504.52 8" IE /N 488.79 (N) j I 8" 1E OUT 488.69 (S) CIL Q0 I T I J I NI I KING COUNTY R.O. W. WORK rn WORK SHOWN IN THIS AREA WITHIN 164TH U AVE SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL RE REQUIRED FROM KING o COUNTY PRIOR TO THE START OF WORK. _ RESTORATION WITHIN KING COUNTY RIGHT o OF WAY SHALL COMPLY WITH KING COUNTY ROAD STANDARDS. ALL TREES SCHEDULED FOR REMOVAL IN KING COUNTY RIGHT OF WAY WITH AN OUTSIDE DIAMETER OF MORE THAN o 4-INCHES SHALL BE MARKED IN THE FIELD + _ I+ - AND APPROVED BEFORE REMOVAL. I I I � I 30' UTIUTY EASEMENT REC. NO. 2021 40600076 - SEWER S TUBS LOT STATION FG /E © MAIN END lE LENGTH SLOPE 1 1+91 504.10 498.38 499.40 47 2.179 2 0+00 496.60 489.67 491.60 92 2.109 3 1 +28 491.10 482.28 486.10 92 4.159 4 0+53 483.20 474.56 478.20 92 3.969• 5 1+92 475.20 467.83 470.20 92 2.589 6 1+52 477.10 463.84 471.10 43 16.889 7 0+82 469.10 456.85 463.10 43 14.539 8 0+12 461.25 449.86 455.25 43 12.539 9 1+03 471.60 458.97 465.60 34 19.509 10 1+73 479.70 465.96 473.70 34 22.769 11 0+39 487.70 473.15 481.70 34 25.159 12 1+09 495.80 480.36 489.80 34 27.769 13 1+81 503.40 487.77 497.40 34 28.329 TP #1457500026 0+72 512.67 496.9 506.67 47 20.799 NO TES: 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END /E IS AT STUB END UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NO TES: 1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON R.O.W. SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PA TCHING, 0VERLA Y, 0VERLA Y WID THS, TRENCHES (ROAD CROSSINGS). IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPA VED. 2. REFER TO C39 FOR UTILITY CROSSINGS SIDE SEWER NOTES: 1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT. 2. MINIMUM SIDE SEWER SLOPE IS 2.009: 3. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR. 4. IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND CLEANOUT RING AND COVER SEWER MANHOLE NOTES: 1. SEWER MANHOLES PER COR STD PLAN 400.1 2. MANHOLE FRAME AND COVER PER COR STD PLAN 401. LEGEND: MAILBOX UTILITY POLE STREET LIGHT LIGHT POLE CATCH BASIN SEWER MANHOLE TELEPHONE RISER SIGN WATER METER WA TER VAL VE WA TER BL OW OFF FIRE HYDRANT DECIDUOUS TREE CONIFEROUS TREE o PROPOSED STORM DRAINAGE �0 PROPOSED SANITARY SEWER PROPOSED WA TER T C) m IN u T Q J - S-409101 KING� I COUNTY IN COMPLIANCE WITH CITY OF RENTON STANDARDS R.O.W. o Q Cl TY OF RENTON WASTEWATER UTILITY ' z R.O.W. Q - - - - _ - 50 o N O IRT H Ann Fowler 09/30/2021 J GRAPHIC SCALE `21 40 80 DEVELOPMENT ENGINEERING _ AkL.�� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) - njanderS 10/01 /2021 _ 1 INCH 40 FT. LU J 1 D.R. STRONG 2 CITY COMMENTS 11.12.19 YLP 02.14.20 YLP SURVEYED: DJc INTAKE COMMENTS YLP 06.16.21 YLP SCALE: HORIZONTAL: NAD 1983/1991 VERTICAL: NAVD 83/1 C T Y 0 MAPLE HIGH LANDS DATE: 09.05.19 DESIGNED AS NOTED ' SANITARY SEWER PLAN OOK: CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP R E N T O N PAGE:FIELD PAGE: ENGINEERS PLANNERS SURVEYORS DRAWN: GLB ONE INCH DATUM • DRAWING NO: 2 620-7thAVENUE KIRKLAND, WA98033 CHECKED: YLP AT FULL SCALE Planning/Building/Public Works De t. P 16210 SE 134TH STREET C28 0425.827.3063 F425.827.2423 N0. REVISION BY DATE APPR APPROVED: F NOT ONE INCH SCALE ACCORDINGLY RENTON, WASHINGTON 98059 SHEET:YLP OF41 28 DRS PROJECT NO. 17020