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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 Al -J W J n Q 75 DRS PROJECT NO. 17020 — J p. a x \ ----- - \ v 162AID A VE _ — —+ — — — 16+00 15+( 16+53.6 STA. 16+43.03, 5.00' L RIM 513.49 8" 1E OUT 500.00 (S) NE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W. M. SEE SHEET C31 I - p v vd- 0 0 0 N MAPLE HIGHLANDS NOT PART OF PROJECT AREA TAX PARCEL #1457500026 p v t I ' I I 321 -F,lB" PVC ® 1.25% 14+00 11.00` p a KING COUNTY R.O. W. WORK WORK SHOWN IN THIS AREA WITHIN 162ND AVE SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL RE REQUIRED FROM KING COUNTY PRIOR TO THE START OF WORK. RESTORATION WITHIN KING COUNTY RIGHT 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 4-INCHES SHALL BE MARKED IN THE FIELD AND APPROVED BEFORE REMOVAL. CITY OF KING RENTON R.O. W. COUNTY R. 0. W. —m M M - 13+ 0 ® 114LF8"PVC 06.21% SSMH 12, 48" STA. 13+22.14, 5.00' L---------------- --- --- RIM 511.86 8" 1E IN 496.00 (N) 8" 1E OUT 495.90 (S) M M 12+c O i 211 LF 8" PVC ® 0.50% i 16+53.66 16+40 16+00 15+60 15+20 14+80 14+40 14+00 13+60 13+20 12+80 12+40 SEWER MANHOLE NOTES: I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �. P I ED/ �O of WASy/ sC tic 53232GIs E NAL 13,21 8 1 D.R. STRONG 2 CONSUL TING ENGINEERS 3 ENGINEERS PLANNERS SURVEYORS 620 - 7Ih AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 N CITY COMMENTS 11.12.19 INTAKE COMMENTS CITY COMMENTS 07.27.21 REVISION 1. SEWER MANHOLES PER COR STD PLAN 400.1 2. MANHOLE FRAME AND COVER PER COR STD PLAN 401. UTILITY CROSSING NOTE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS YLP 02.14.20 YLP SURVEYED: DJC YLP 06.16°21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 QATUM C TY OF RENTON U'R vilkw Planning/Building/Public Works Dept. REMOVE EX. CLEANOUT AND REPLACE WITH NEW MH STA. 12+OZ 79, 9. 03' L RIM 504.52 - 8" 1E IN 488.79 (N) 8" 1E OUT 488.69 (S) NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL R-409128 12+00 11+60 S-409103 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/) 0 WASTEWATER UTILITY ZZ Ann Fowler 09/30/2021 J DEVELOPMENT ENGINEERING 0 njanders 10/01 /2021 = LU DATE: MAPLE HIGHLANDS 09.05.19 162ND AVE SE SEWER PLAN AND PROFILE FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C30 RENTON, WASHINGTON 98059 SHEET OF: 30 41 DRS PROJECT NO. 17020 T C) O m �� H • H 00 T J V / r') z 17 0 LU -17 n Q r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) X i X � � h X I IX 20 00 I 20+00 0-0-L. PI EC \O OF WAS;/ IF 7513� 23 ERE����\�� TONAL 813,21 lk 20+40 20+80 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7Ih AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 NE 9/4 SECTION 14, MAPL 21+20 21+60 TOWNSHIP 23 N. RANGE 5 E, W. M. PAUi78] 22+40 1 CITY COMMENTS 11.12.19 YLP 02.14.20 YLP SURVEYED: arc 2 INTAKE COMMENTS YLP 06.16.21 YLP DESIGNED: YLP 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP N0. REVISION BY DATE APPR APPROVE 22+80 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 23+20 23+60 1� VRC TY OF RENTON VQW Planning/Building/Public Works Dept. SEWER MANHOLE NOTES: 1. SEWER MANHOLES PER COR STD PLAN 400.1 2. MANHOLE FRAME AND COVER PER COR STD PLAN 401. UTILITY CROSSING NOTE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL R-409129 S-409104 M , �J H • H 00 Q J IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/) 0 WASTEWATER UTILITY z Ann Fowler 09/30/2021 J 2 DEVELOPMENT ENGINEERING 0 njanders 10/01 /2021 LU J MAPLE HIGHLANDS DATE: 09.05.19 ROAD A SEWER PLAN AND PROFILE FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C31 RENTON, WASHINGTON 98059 SHEET 31 OF 41 DRS PROJECT NO. 17020 z 17 0 2 LU n CQ G T XrL���� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 0-0-L. PI EC \O OF WAS;/ 7513 23 TERE����\�� TONAL 813,01A NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HiGHLANDS ❑ all, ri 011 Ids__ II ■' ❑ 1 a� NSA � •STA. 26+03.00, ,• /1 I _ ,�. OUT .I STA. 31+73.85, 4.25' L RIM 455.67 8" IE IN 446.50 (W) 10" IE IN 446.50 (N) 8" IE IN 446.50 (E) 10" IE OUT 446.40 (S) 26+ 91.06 1.009" FOR FUTURE EXTENSION 490 - 490 485 485 480 p 480 V 455.40 EAIS77NG GRADE ® ij OF ROAD L.P. STA 26+44 88 PW STA = 26+2Z29 PW ELEV = 454.98 --------------- -------------------- ------------- A.D. = 13.50% 475 - -- ----------------- ----- --___-_-ZpRonLE - 50.00' VC 475 Q 470 GRADEN ca W'j W W 470 PROFILE ® 12 OF ROAD II �o wLO m-,1- Q �I 465 465 41 8 p c�o0 �W SSMH 2, 48" 9g8� STA. 23+99.51, 4.25' R A,Q� --------- Sap RIM 481.10 8" IE IN 469.10 O N 460 (W) + + 460 8" 1E OUT 469.00 (E) e4 ; ,, j N II yhW �Yq 2.00% 455 455 450 0 450 LF 8 1 "PVC SSMH 3 48" 445 STA. 26+03.00, 4.25' R SSMH 4 48" 445 RIM 45Z69 STA. 31+73.85, 4.25' L 8" IE 1N 448.70 (W) RIM 455.67 8" IE OUT 448.60 (E) 8" 1E IN 446.50 (W) 10" IE IN 446.50 (N) 8" 1E IN 446.50 (E) ROAD A 10" 1E OUT 446.40 (S) M co .� co � ^ co N O �o N h � of ao Nt- Nt- Nt d^ d d d 23+60 24+00 24+40 1 D.R. STRONG 2 CONSUL TING ENGINEERS 3 ENGINEERS PLANNERS SURVEYORS 620 - 7Ih AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 N 0. 24+80 CITY COMMENTS 11.12.19 INTAKE COMMENTS CITY COMMENTS 07.27.21 REVISION 25+20 25+60 YLP 02.14.20 YLP SURVEYED: DJC YLP 06.16.21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVE 26+00 26+40 SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH M AT FULL SCALE DATUM ATUv IF NOT ONE INCH SCALE ACCORDINGLY 26+80 26+90 C TY OF 110 RENTON Planning/Building/Public Works Dept. T Q �, H • H 00 Q J SEWER MANHOLE NOTES: 1. SEWER MANHOLES PER COR STD PLAN 400.1 2. MANHOLE FRAME AND COVER PER COR STD PLAN 401. UTILITY CROSSING NOTE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL `�5 5 10 R 409130 1 INCH = 5 FT. VERTICAL S-409105 C/) IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 WASTEWATER UTILITY z Ann Fowler 09/30/2021 J DEVELOPMENT ENGINEERING 0 njanders 10/01 /2021 = LU MAPLE HIGHLANDS DATE: 09.05.19 J ROAD A SEWER PLAN AND PROFILE FIELDBOOK: PAGE: L 16210 SE 134TH STREET DRAWING C32 RENTON, WASHINGTON 98059 SHEET OF: 32 41 DRS PROJECT NO. 17020 NE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W. M. O N n O O I Ld T w Ld z Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �. PIED/s �O of wasy/ C tic 53232-CIS E �SS/0NAL s 465 460 455 6 Ml-7 �7 33+60 MAPLE HIGHLANDS I SSMH 4 48 KING COUNTY T SSMH 4A 48" STA. 31+73.85, 4.25' L o STA. 40+01.73M 12.65' R R.O.W. STA. 33+ 15.85, 4.25' L RIM 455.67 — RIM 456. 95 CITY OF RIM 459.51 8" IE IN 446.50 (W) 8" PVC SEWER f0" IE IN 445.50 (N) RENTON O 10" IE OUT 449.90 (S) 10 /E IN 446.50 (N) cv 1.009 FOR 10" IE OUT 445.40 (SE) 8" IE IN 446.50 (E) FUTURE 40+ 0 C) 10" IE OUT 446.40 (S) EXTENSION — 164THA VE SE — —+— I� 33+26 09 176 LF 10" PVC 0 0.51% 142 LF f0" PVC 0 2.39% L4 a ° a °a a ° , - - --------- a - - -- ------ - I I I I T Lcoco I I I i T C' A — 1 I I I I I I I I I I I a 1��lll I I I II'll �i i STORM DRAINAGE 'I 1 O SEE SHEET C32 0 C6 0 Q N J �i o Q o lU- It UU/ 446.4U (s) RIM 456.95 10" IE IN 445.50 (N) 10" IE OUT 445.40 (SE) 164 TH A VE SE h 1n O o h .� N O In N- I� N °� O I� h h I� cp °� op �h v> tp N ao M C1 h N O CO rn O to O v> h 33+20 32+80 32+40 32+00 31+60 31+20 30+80 30+40 30+00 SEWER MANHOLE NOTES: 1. SEWER MANHOLES PER COR STD PLAN 400.1 2. MANHOLE FRAME AND COVER PER COR STD PLAN 401. UTILITY CROSSING NOTE: O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS 1 CITY COMMENTS 11.12.19 YLP 02.14.20 YLP SURVEYED: SCALE: Dec VERTICAL: NAVD 1988 D.R. STRONG 2 INTAKE COMMENTS YLP 06.16.21 YLP DESIGNED:AS NOTED 83/1 HORIZONTAL: NAD 1983/1991 C T Y OF CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP DRAWN: RENTON ENGINEERS PLANNERS SURVEYORS GLB • ONE INCH 620 - 7Ih AVENUE KIRKLAND, WA 98033 CHECKED:Y� AT FULL SCALE I/Y1TVm awe, v Plannin Buildin / / Public Works Dept. IF NOT ONE INCH I O 425.827.3063 F 425.827.2423 N 0. REVISION BY DATE AP P R I APPROVED: SCALE ACCORDINGLY YLP r h 29+60 465 460 455 r r 440 N(DFRTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. 435 HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT. VERTICAL R-409131 S-409106 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/) 0 WASTEWATER UTILITY ? ,� ZZ Ann Fowler 09/30/2021 J _7 ( DEVELOPMENT ENGINEERING v njanders 10/01 /2021 = LU DATE: J MAPLE HIGHLANDS 09.05.19 164TH AVE SE SEWER PLAN AND PROFILE FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C33 RENTON, WASHINGTON 98059 SHEET OF: 33 41 DRS PROJECT NO. 17020 O O Ld T Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �. P I ED/ �O of WASy/ sC tic 53232GISTE �SS/ONAL a��� 13,21 s KING COUNTY R.O.W. Cl TY OF RENTON ', I M R. 0. W. V 40+ 0 t1� j� + 0 [w i 475 470 465 440 SSMH 5. 48" STA. 40+01.73, 12.65' R RIM 456.95 10" IE IN 445.50 (N) 10" IE OUT 445.40 (SE) 39+80 40+00 NE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W. M. MAPLE HIGHLANDS 6- PVC SIDE SEWER @ 2.09 MIN. (TYP.) 164THAk/ESE ---+- 1 41 +00 STA. 40+2Z 97, 7. 03' L RIM 458.28 10" IE IN 445.25 (NW) 10" IE OUT 445.15 (S) 33 LF 10" PVC 0 0.46% SSMH 5. 48" STA. 40+01.73, 12.65' R RIM 456.95 10" IE IN 445.50 (N) 10" IE OUT 445.40 (SE) 6" PVC SIDE SEWER @ 2.07 IE 456.81 310 LF 10" C-900 0 0.50% 42+00 INSTALL SILT FENCE AND STRAW WATTLES AS NEEDED TO PROTECT ADJACENT PROPERTY. MAINTAIN ACCESS TO EXIS77NG RESIDENCES. 30' U77LITY EASEMENT J REC. NO. 20210406000762 6" PVC SIDE SEWER @ / 2.0% IE 466.98 SEE SHEET C35 I I I I I I I I I I I I I I KING COUNTY I R. 0. W. I I I KING CITY OF COUNTY RENTON ----- ---- R. 0. W. R. 0. W. 0 4 +00 I SSMH 7 60" STA. 50+OZ87, 9.75' R RIM 465.72 10" IE IN 443.60 (N) 10" IE OUT 443.50 (E) I F------------- I I I � I 475 --------------------- --------------- 470 --------------------------------------------------- 465 EXIS77NG GRADE PROFILE 0 IF OF ROAD -- 460 1 1----------------------- STA. 40+2Z 97, 7. 03' L RIM 458.28 10" IE IN 445.25 (NW) 10" IE OUT 445.15 (S) -33 LF 10" PVC 0 0.46% N N C L L L 12" PROPOSED STORM 310 00. 1 64 TH A VENUE SE OFFSI TE IN ^ 00 co d- co ao C4 oco � � C STA. 50+OZ87, 9.75' R RIM 465.72 10" IE IN 443.60 (N) 10" IE OUT 443.50 (E) N C 40+40 40+80 41+20 41+60 42+00 42+40 42+80 43+20 UTILITY CONFLICT NOTE: SEWER MANHOLE NOTES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE 1. SEWER MANHOLES PER COR STD PLAN 400.1 LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND 2. MANHOLE FRAME AND COVER PER COR STD PLAN 401. SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHLING ALLTIONS CROSSINGSOTO UTILITY CROSSING NOTE: OF NEW UTILITY PHYSICIALLY ERIFYEWHETHERCOR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE O UTILITY CROSSING PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS 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. 1 CITY COMMENTS 11.12.19 YLP 02.14.20 YLP SURVEYED: SCALE: Dec VERTICAL: NAVD 1988 D.R. STRONG 2 INTAKE COMMENTS YLP 06.16.21 YLP DESIGNED:AS NOTED HORIZONTAL: NAD 1983/1991 83/1 C T Y OF CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP DRAWN: UR RENTON ENGINEERS PLANNERS SURVEYORS GLB • ONE INCH 620 - 7Ih AVENUE KIRKLAND, WA 98033 CHECKED: AT AT FULL SCALE I/Y1TVm awe, v Plannin Buildin Public Works Dept. / / IF NOT ONE INCH O 425.827.3063 F 425.827.2423 N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP 450 N to KING COUNTY R. 0. W. WORK WORK SHOWN IN THIS AREA WITHIN 164TH AVE SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL RE REQUIRED FROM KING COUNTY PRIOR TO THE START OF WORK. RESTORATION WITHIN KING COUNTY RIGHT 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 4-INCHES SHALL BE MARKED IN THE FIELD AND APPROVED BEFORE REMOVAL. ALL SIDE SEWER STUBS SHALL MEET CITY OF RENTON STANDARD PLAN 406. 1. SIDE SEWER STUBS SHALL HAVE A MINIMUM OF 2.5 FEET OF COVER AT THE PROPERTY LINE AND BE 3-55 FEET LOWER THAN THE LOWEST HOUSE FLOOR ELEVATION. A 2'X2' CONCRETE PAD WILL BE REQUIRED FOR THE CLEANOUT WHERE NOT LOCATED IN A PAVED SURFACE. N O FRT H GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL T rn H • H 00 Q J R-409132 43+60 S-409107 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C/) 0 WASTEWATER UTILITY ? zz Ann Fowler 09/30/2021 IF J Enjanders OPMENT ENGINEERING v 10/01 /2021 ll LU DATE: MAPLE HIGHLANDS 09.05.19 164TH AVE SE OFFSITE SEWER PLAN AND PROFILE FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C34 RENTON, WASHINGTON 98059 SHEET OF: 34 41 DRS PROJECT NO. 17020 , LJ W J n Q DRS PROJECT NO. 17020 , LJ W J n Q DRS PROJECT NO. 17020 , LJ W J n Q DRS PROJECT NO. 17020 , LJ W J n Q DRS PROJECT NO. 17020 (I) Z J V J n 5< G ----------- --EX. SEWER MAIN 1 1 i l PROPERTY LINE SPOOL i g (LENGTH AS NEEDED) I 0 6" SEWER STUB i I I i ;•� FUTURE 4" SIDE SEWER ( DC----------� I I I + /// 2"x 4" STUD MARKING POST PAINTED • 6" CAP J WHITE WITH THE WORD "SEWER" STENCILED SEWER MAIN TEE X 6" TEE i i I N 3" HIGH BLACK LETTERS AND #6 WIRE SIDEWALK i : z WRAPPED AROUND THE STUD AND i l EXTENDED TO THE TOP OF THE STUD. COUPLING TYP. } V TJ 1 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER 01 (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD. Of CONCRETE PAD TO BE 8" IN DEPTH. - ------------------------T- r - ---j BEND AS 8" REQUIRED EXISTING SANITARY SEWER MAIN !!! --2.0% MIN. SLOPE l \ ` FUTURE 4" SIDE SEWER SEWER STUB `6"X6"X6" WYE FUTURE 6"x 4" REDUCER `SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC.); CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F. HDPE - CORE -DRILLED WITH A ROMAC SADDLE. "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER. G. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 3000 PSI MIX /�h �NOJS CONCRETE ' �- / PNGOG�\NG BLOCKING �� 1 �\N / 7, 2G NCR 2% MIN SLOPE HORIZONTAL I 6" TEE 6" MIN. SEWER SEWER MAIN MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. SIDE SEWER STUB VED: STD. PLAN -406.1 .•�• PUBLIC WORKS APPR DEPARTMENT INSTALLATION GAZ 9/11/2019 (SEWER MAIN TO PROPERTY LINE) b1 w° .Adm„s a° DATE BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL W (SEE NOTE 7) LIMITS OF PIPE ZONE 1'! O„ O.D. OF PIPE �„ BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 PUBLIC WORKS PIPE BEDDING P P R CY75 D: ;k DEPARTMENT FOR SANITARY SEWERS GAZ 9/11/2019 1 P.mm works Aam'~ramr DATE l Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) �. P I ED/ �O of WASyl sC' tic 3232 GISTF ID �SS�ONAL 8 ill mRL NA.- :12 :12 PN NE 9/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. &MPLE HIGHLANDS BOLTHOLES - 3 PLCS sNaon r+oa� EQUALLY SPACED 120° Nvaaor isv3 APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) R E rr o� SEWER COVER & FRAME PLAN VIEW 25' DIA. C635mm] 1" 3/4"25mm] [19mm] 8 3/4" 1 2 1/2" C222mm] C64mm] TYP COVER SECTION VIEW 26 112' DIA C673mm] 25 1/4' DIA C641mm] 1 1/16" 1/4" (6mm) DIA C27mm] NEOPRENE GASKET q�� 6" C151 mm] 5/8' 23 3/8" DIA CL OPEN C16mm] [594mm] 27 5/16' DIA C694mm] 34 1/8' DIA C867r,r,] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). STD. PLAN - 401 V4R) •PUBLICWORKS PPR D: DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1 Iftor vvbuc w«ks Aemmsnacar DATE COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8"-11 X 1.5 SS RUBBER WASHER BOLTING DETAIL NOT TO SCALE 1/4' 16mm] [27mm] C3mm] v8" CR3mm] GASKET GROOVE DETAIL MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. A' 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" 1. D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 3 0 " 1. D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106. THE USE OF SHIMS IS PROHIBITED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-SHIELDCOAT 100 OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 10, IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 11. MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER. STD. PLAN - 400.1 • PUBLIC WORKS PRo DEPARTMENT STANDARD SANITARY MANHOLE GqZ 9/11/2019 I wmm . DATE 1 CITY COMMENTS 11.12.19 D.R. STRONG 2 INTAKE COMMENTS CONSUL TING ENGINEERS 3 CITY COMMENTS 07°27°21 ENGINEERS PLANNERS SURVEYORS 620 - 7/h AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 NO. REVISION 2:12 P 2:12 P SANITARY SEWER NOTES AND SPECIFICA TIONS.- 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF T APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. (] C) J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR O7 DISTURBANCE. r U 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. Co co 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE (DTHE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. O 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED (] BY THE CITY OF RENTON. 01 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198JI1991 METERS UNLESS T OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE J COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. RECESSED LIFT POCKET 3/4" LETTERING "SEWER" e SEWER a (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1.5 STAINLESS STEEL REF. PART #00981177 0 � 0 -3/16" 10-1/2" 5/! 1/4" 12-1/2 1„ -T1-1/8„ 2-1/4" CAST IRON RING AND COVER Not to Scale FRAME 1'-n" I IAkA== 1'-0" 45- (1/8) BEND OR DABLE PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 8" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS V`R] DEPARTMENT YLP 02.14.20 YLP SURVEYED: DJC YLP 06°16°21 YLP DESIGNED: YLP YLP 08.13.21 YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED 8" OR 6" CLEANOUT FOR SANITARY SEWER MAIN SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 QATUM STD. PLAN - 403.1 'P ED: GAZ 9/11/2019 ,nc work, Aamm�,nawr DATE :12 • C TY OF RENTON Planning/Building/Public Works Dept. S-409112 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn WASTEWATER UTILITY Ann Fowler 09/30/2021 A004 0 Q J DEVELOPMENT ENGINEERING njanders 10/01 /2021 2 0 _ W MAPLE HIGHLANDS SANITARY SEWER DETAILS 16210 SE 134TH STREET RENTON, WASHINGTON 98059 DATE: 09.05.19 J FIELDBOOK: PAGE: DRAWING C39 SHEET OF: 39 41 DRS PROJECT NO. 17020 00 O I N I n r) z J 2 J n Q 75 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 1 oil 1!1 �� UTILITY CONFLICT NOTE: NE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W. M. MAPLE HIGHLANDS 8.5' PRIVATE STORM DRAINAGE EASEMENT 8.5' PRIVATE STORM DRAINAGE L -j --- � --------- -.------- EASEMENT r = --- --- -- ---- - - - _ 5' PRI VA TE S TORM - DRAINAGE 5' PRIVATE STORM EASEMENT DRAINAGE -►I -' EASEMENT '12 8 4 5 6 7 CD �I - - - - MIN. 5' CLEAR BETWEEN 10' JOINT UTILITY NEAREST OUTSIDE EDGE EASEMENT OF PIPES (WA TO SS) I �_� -- - -- -- - - --- - - - - - - - - - --- - - - --- -1- - - r a Imo. ROAD A - 4 e a MIN. 5 CLEAR BETWEEN, NEAREST OUTSIDE EDGE OF PIPES (SD TO SS) 5' PRIVATE STORM I DRAINAGE V \ I EASEMENT 110 I 9 I I � TRACTB TREE RETENTION 7' PRIVATE STORM i - �� DRAINAGE �� ./� •�� EASEMENTI x 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 ON 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. UNDERGROUNDING NO TE.- POWER LINES TO BE UNDERGROUNDED FROM EXISTING POWER POLES. POWER PLANS TO BE PROVIDED BY PUGET SOUND ENERGY. ALL EXISTING AND NEW UTILITIES IN FRONTAGE AND WITHIN SITE ARE REQUIRED TO BE UNDERGROUND. ---------- IE-------- H p ---------- --------- H---------n---------- ---------- IL--------- ---------- --------- u---------u--------- T-RA CT A ----- TORM- -4R-A-INA-Gf --------- ----------It--------- H---------n ----------IE---------H---------H--------- ---------- --------- u - H ll --- --------- H-----------------r UTILITY CROSSING TABLE CROSSING NO. F.G. UTILITY LE. BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 1* 508.85 12" SD 505.45 505.40 8" WA 504.18 504.90 0.50 2* 504.05 12" SD 500.73 500.68 8" WA 499.46 500.18 0.50 3* 482.40 12" SD 479.13 479.08 8" WA 477.86 478.58 0.50 4 482.45 12" SD 478.99 478.94 8" SS 470.31 471.03 7.91 5* 456.89 12" SD 451.20 452.25 8 " WA 453.22 453.17 0.92 6 456.94 12" SD 451.09 451.04 8" SS 448.35 449.07 1.97 7* 455.52 12" SD 451.42 451.37 8" WA 450.15 450.87 0.50 8 455.71 10" SS 446.88 447.76 8" WA 452.04 451.99 4.23 9 455.50 12" SD 451.17 451.12 8" SS 446.76 447.48 3.64 10 437.55 10" SS 445.63 446.51 8" WA 453.06 453.01 6.50 11 456.63 12" SD 447.67 448.72 8 " WA 452.96 452.91 4.19 12 466.71 12" SD 446.03 447.08 EX. 8" WA 463.04 462.99 15.91 13 455.23 EX. 12" SO 451.31 451.26 10" SS 442.78 443.66 7.60 14 473.79 12" SD 444.40 445.45 EX. 8" WA 470.12 470.07 24.62 15 439.91 10" SS 432.24 433.12 EX. 8" WA 436.24 436.19 3.07 16 437.55 EX. 24"SO 433.94 433.89 10" SS 431.61 432.49 1.40 17 444.15 10" SS 430.76 431.64 EX. 8" WA 440.48 440.43 8.79 18 511.20 8" SS 495.17 495.89 EX. 8" WA 507.53 507.48 11.60 *MINIMUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLATION OF ETHAFOAM PAD IS REQUIRED **SEE PLAN AND PROFILE SHEETS FOR LOCATION OF OFFSITE UTILITY CROSSINGS NOT SHOWN ON THIS SHEET 1 CITY COMMENTS 11.12.19 YLP 02.14.20 YLP SURVEYED: SCALE: D,IC D.R. STRONG 2 INTAKE COMMENTS YLP 06.16.21 YLP AS NOTED CONSUL TING ENGINEERS 3 CITY COMMENTS 07.27.21 YLP 08.13.21 YLP DESIGNED DRAWN: ENGINEERS PLANNERS SURVEYORS GLB ONE INCH 620 - 7th AVENUE KIRKLAND, WA 98033 CHECKED: YLP AT FULL SCALE NOT ONE INCH O 425 827 3063 F 425 827 2423 N0. REVISION BY DATE APPR APPROVED: ALE ACCORDINGLY SCALE YLP VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 30' UTILITY, EASEMENT REC. NO. 20 10406000762 Aoffftlk C TY OF P%'R) RENTON VANIV Planning/Building/Public Works Dept. X LJ 00 Q J NORTH R-409137 GRAPHIC SCALE 40 $° S-409113 1 INCH = 40 FT. W 409101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS (1) 0 SURFACE WATER UTILITY z krevans 10/01 /2021 1 DEVELOPMENT ENGINEERING v njanders 10/01 /2021 _ LU DATE: MAPLE HIGHLANDS 09.05.19 COMPOSITE UTILITY PLAN FIELDBOOK: PAGE: DRAWING 16210 SE 134T H STREET C 41 RENTON, WASHINGTON 98059 SHEET: OF: 41 41 DRS PROJECT NO. 17020