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HomeMy WebLinkAboutzS-4091SetNE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. O _x_ � X+�r x / SSMH 11 48" STA. 16+43.03, 5.00' L 512.95 RIM 513. k9 t (AB) 8" lE OUT 500.00 (S) xl ' I ` Cn ' I \ 0 z \\\ z a ' 'N V I / X LU J mN CL G / I I �0 00 \001 XI \� J I I w MAPLE HIGHLANDS -n-� \ \\ � I I 1 • I 1 I � 7� - ' ' I I \ arC \ T 5 ' ---- 6 \ o FG 496.60 FG, 491 10 I - - ` \ o \ 483.07� FG 475.20 FG` 477.18 \ FG `08.10 FG 506.60 ------ E i7 Ilm SANITARY SEWER STUB • �\ CLEANOUT (TYP•), PER \ COR STD PLAN 406.1 \ \ \ \ 1 493.20 \ \FG 485.20 '1 FC \501.'10 - I T --% \ �._ \ _ -7 7F� 9 AA �9e-LF 8" PVC 9 4&.- - 0 j. 1 Ell i \7 \ \ SSMH 2 �12 SSMH 1 48" \ STA. 23+99.51, 4.25' R -' ° STA. 22+01.38, 4.25' R 48a95 RlM-4fl%fi� ' ' � I ' I 8�910I8" IE /N �F6.9e-1� (W) 503.03 RIM �-4 11 488.98 6" 1E IN (N) \ 8" lE OUT -4£9.96 (E) 488.818" 1E OUT 089.69- (E) I 46&80 13 NOT PART O� FG 503.40 FG 49&\80`\ \ `FG 487.70 \ `-PROJECT AREA \ \ \ \ SSMH 12 48" \AX PARCEL \ iiT457500026 STA. 13+22.14, 5.00' L X \ n \ \ \ RIM 511.86_\ AB 495.98 8" 1E IN -I (N) 495.86 8" lE OUT IREIG/`777v/d bt 134TH ST X X u - W � � - RENTON R.O.W. ,�\ xX�X��' z X� NKIND C TY �- X X . R.O.W. i o U � REMOVE EX. CLEANOUT AND REPLACE WITH NEW MH STA. 12+07.79, 9.03' L 504.39 RIM 2- 488.69 8" IE IN (N) 488.74 8" lE OUT h9il (S) � I I �I Lot Il o I is Q o - I± z IN I� I� I\ I VI 0 _ o c� "1 7F7TI I 4 AkL.�� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N X - - I X - - \ - - SSMH 4A 48" \ STA. 33+ 15.85, 4.25L,, T \ \ \ I (AB) RIM 459.511 \ 610" IE OUT (S) 8" IE /N 449.89 (NE) I � II ; \ FG 468.7 I 1 Fq 461.�5 '\ SSMH 4 48" I Jv 1 STA. 31+73.85, 4.25' L I � \ ` 455.76 RIM 57- .73 8" IE IN-*+5.59-(W) o 2 10" 1E IN-446.69-(N) 62 8" IE IN-446-§9- (E) I f i4 10" IE OUT0 06. Oe (S) Q CN I 1 I I I I 26+91.06 ` I 8" PVC SEWS © 1 007 FOR FU TORE EXTENSION SSMH 3 48" -'69- LF 8" PVC @ -4Ei- _----'-- --------r----T---- STA. 26+03.00, 4.25' R l \ \ 457.59 RIM ------I�---r--------- ' ---t -- �L 8" lE IN �F48-�� (W) I ------- 1 -µ---- �----�-- 1--- 8" lE OUT 0 Oil- (E) -=====ii--r ------- µ--- �---- - -MA�T A ./ I rTORMRIIAlAGE '-- U CL o FG 479.70 i FG 471.60 ---�____ITF________11-;--__ ITT--------N-i ------ ll---- t .r". ------ - IL4--- ----1-µ---------T--------- ' / ------ -'/-------t-u--------- ,n------ j ' I I CITY OF RENTON R. 0. W. 1' KING SSMH 5 48" X COUNT STA. 40+01.73, 12.65' R ' - RIM --1 45 ,.9 \ 10" lE IN 0-46-69 (N) 445.66 3. 10" lE OUT f0 06-09- (SE) 445.56 ' 3AB a57X \ 3 L F 10" PVC ©-46�� SSMH 6 48" STA. 40+27.97, 7 03' L (AB) RIM 458.28 445.37 10" IE IN (NW) \ 445.28 10" IE OUT-F45--1-rr (S) 8" l£ IN 445.28 (NE) 1 1 I 1 KING COUNTY R. 0. W. WORK 11 \ \ WORK SHOWN IN THIS AREA WITHIN 164TH \U AVE SE IS IN KING COUNTY RIGHT OF WAY. ' o 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. \ 1 1 ALL TREES SCHEDULED FOR REMOVAL IN KING COUNTY RIGHT OF WAY WITH AN OUTSIDE DIAMETER OF MORE THAN 11' 4-INCHES SHALL BE MARKED IN THE FIELD AND APPROVED BEFORE REMOVAL. ............. ...... 30' UTILITY EA E ENT REC. NO. 2021 406000762 - i , 3 KING _ COUNTY R.O.W. o CI Ty IdF + / RENTON.. ROW /. / SEWER STUBS LOT STAT/ON FG /E ® MAIN END /E LENGTH SLOPE 1 1+91 AB 504.10 498.38 49&36 099-49- 499.51 47 4Z4 2.177. 2.43X 2 0+00 AB 496.60 z 488.98 099--E9- 490.78 9:F- 93 1.93X 3 1 +28 AB 491.10 r 191 485.29 - 92.8 _"-fI 3.9170 4 0+53 AB 483.20 0�zlln!56 474.20 0�z8-99- 477.69 9:F- 92.2 z5m 96## 3.79X 5 1+92 AB 475.20 0 57 iz. 84 467.75 470.20 470.07 !9:P- 92.3 :P. 684 2.51% 6 1+52 AB 47710 064.81I-463.62 �9- 470.67 ­01 47.2 7U.95% 7 0+82 AB 469.10 456.79 064-19- 463.01 04 42.8 0 0. 644 14.53% 8 0+ 12 AB 461.25 043.86r 449.75 455.20 0.r 43.2 12.62% 9 1+03 AB 471.60 068--9-z 456.71 .66 464.27 40 34.8 09-664 15.97% 10 1 +73 AB 479.70 9rr 465.90 Vie- 473.32 40 34.6 F 21.45% 11 0+39 AB 48770 0 74. hr 472.75 080. A9- 481.65 :40 53.5 7P:5. 06 r 16.62% 12 1 +09 AB 495.80 h96-4ll5v 479.69 h'386- 489.45 40 32.6 �F 29.91% 13 1+81 AB 503.40 �z 487.01 109iz 06 496.02 49- 35.1 :P84_-'�* 25.67% TP #1457500026 -em� 0+86 1 512.67 497.06 506.45 1 47 47.9 19.61X NO TES: 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END lE 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. 0. W. SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 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 2.00% J. 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 D4 WA TER VAL VE q WATER BL 0 W OFF FIRE HYDRANT DECIDUOUS TREE CONIFEROUS TREE o PROPOSED STORM DRAINAGE PROPOSED SANITARY SEWER PROPOSED WA TER NOFZ p _ GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: SCALE: DJC VERTICAL: NAVD 1988 DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 C T Y 0 E YLP RENTON DRAWN: GLB ONE INCH DATUM CHECKED: AT FULL SCALE YLP IF NOT ONE INCH Planning/Building/Public Works Dept. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP AS -BUILT "I CERTIFY THAT THE INFORMATON SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE 212912024." AS -BOIL T NOTES: SEWER STUB LE.s ARE AT AN ASSUMED DEPTH OF 12 FEET. T C) 0) T M, u 00 Q J S-409101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn 0 z J V W DATE: J MAPLE HIGHLANDS 09.05.19 SANITARY SEWER PLAN FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C28 RENTON, WASHINGTON 98059 SHEET: OF: 28 41 DRS PROJECT NO. 17020 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS KING .O. W. I I R I I � , I I I o O\ o\ i i \ + - I I I I � \ I I I I I I o u I ' I 0 � � I I I o I I I / I I i li ICI I � I / i I (1/ ; KING COUN Y _ R.O.W. / VV w W 1+00 /-- + T_ 2 +p 8.81--- w w- uJ ' C! AS -BUILT "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND1 TIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024." D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N 1 o I � I Q I • � II O 111 I � o I � IR I � I I I , i o I I I I I I � I I SSMH 10 48" STA. 63+04.13, 0.00' I I 443.24 RIM --0-O3. 65 429.68 10" IE IN-4z �-.19 (N) 429.49 10" IE OUT 030-9a (S) w w- p �- ` GV 20' SEWER EASEMENT REC. NO. 20150812000910 d'; 04 i �t I � / EX. SSMH 2, DRS EX. MH STA. 72+02.02, 0.00' i I 445.48 RIM 426.44 10" IE IN 2- (N) REMOVE EX. SEWER STUB j I 10" IE IN 426.45 (NE) 10" IE OUT 426.14 (S)NN / FINAL AS—BUILTS COMMENTS 2.28.24 REVISION YLP 102.28.241 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP APPROVED: YLP SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE DATUM IF NOT ONE INCH SCALE ACCORDINGLY KING COUNTY R.O. W. WORK WORK SHOWN IN THIS AREA WITHIN SE 135TH STREET AND 166TH 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. 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 PATCHING, OVERLAY, OVERLAY WIDTHS, 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 LEGEND: MAILBOX UTILITY POLE STREET LIGHT LIGHT POLE CATCH BASIN SEWER MANHOLE TELEPHONE RISER SIGN WATER METER WA TER VAL VE q WATER BL O W OFF FIRE HYDRANT C. DECIDUOUS TREE CONIFEROUS TREE o PROPOSED STORM DRAINAGE �O PROPOSED SANITARY SEWER PROPOSED WA TER NORTH GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. • C TY OF RENTON Planning/Building/Public Works Dept. S-409102 M, u M, L H • H 00 Q J IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn 0 z a J V W J MAPLE HIGHLANDS DATE: 09.05.19 OFFSITE SANITARY SEWER PLAN FIELDBOOK: PAGE: DRAWING NO: 16210 SE 134TH STREET I C29 RENTON, WASHINGTON 98059 SHEET: OF: 29 41 DRS PROJECT NO. 17020 LJ M W J n a DRS PROJECT NO. 17020 V ) z a 0 LU J I a r I Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. I X , / 1 X / X / / / X / / / I X I I I 20 00 X I I I I I X \ I 1 7 H.P. ELEV = 508.27 z Q H.P. STA = 21+04.14 0 o o PW STA = 21+76.64 Q o 1I PW ELEV = 506.82 A.D. = 9. 0X L"o oo� K= 1 145.00' LLJ 11 0 515 OQ � EX/STING GRADEco Nod PROFILE ® 12 OF ROAD N "" 510 —2.00x - 8" PROPOSED 7-R TL 500 - _ - 500 M V lSH D GRADE PROFILE ® 12 OF ROAD 495 W 490 490 SSMH 1, 48 485 STA. 22+01.38, 4.25' R RIM 694-. 0 0- 503. 03 6" IE IN 0,99.6iz (N) 486.98 7 l00 8" lE OUTF99.59- (E) 486.81 - v 480 0, 0 ROA D A co r\ h Q�o is h N � 0 � 0 Ln o o ^ h o ° ° � O O00 CIO Vi 1* 20+00 C!, 20+40 20+80 21 +20 21 +60 1 FINAL AS—BUILTS COMMENTS 2.28.24 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N 0. REVISION 22+00 YLP 102.28.241 YLP 22+40 22+80 SURVEYED: SCALE: DJC ems` AS NOTED DESIGNED: YLP DRAWN: GLB ONE INCH CHECKED: YLP AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: YLP VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 23+20 23+60 C TY OF PRI RENTON vilkw 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 AS -BUILT "I CERTIFY THAT THE INFORMA77ON SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD COND1 T10NS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE212912024." 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 T C) 0) T M, LJ M, L H • H 00 T J IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn 0 z J V W DATE: MAPLE HIGHLANDS 09.05.19 ROAD A SEWER PLAN AND PROFILE FIELDBOOK: PAGE: DRAWING NO: 16210 SE 134TH STREET I C31 RENTON, WASHINGTON 98059 SHEET: 31 OF41 DRS PROJECT NO. 17020 LJ M W J n a DRS PROJECT NO. 17020 LJ M W J n a DRS PROJECT NO. 17020 T NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. SEE SHEET C35 O I I MAPLE HIGHLANDSx I I I KING r I I I I COUNTY N 41 "/ "� PARCEL NO. 132305-9023 PARCEL 16404 SE 135TH ST 86 I R. 0. W. 13408 1647H AVE SE 447.0E . 451.00 446.25 KING CITY OF 6" PVC SIDE COUNTY RENTON SEWER @ 2.09' I R.O.W. R.O.W. L------------- KING MIN. (TYP.) Couffmo R.O.W. __-- CITY OF _ 164?i�1A E SE :�fe LF 10" C-900 @ 0 -------- - I I RENTON R.O.W. + ------ I M 40+ 0 dO _ - _ I ` `4 +00 4. 30 U77LITY EASEMENT d0 - - - - - - - Y REC. lj 2 2104E 000762 o ----------- _=6/ �P- INSTALL SILT FENCE AND S77?AW OP. � . OA z + 0 SSMH 6 48" - - - - " " " " " " WATTLES AS NEEDED TO PRO 7FCT OF \ J - STA. 40+27.97, 7.03' L �P ,' / ADJACENT PROPERTY MAINTAIN RIM -+ter 458.28 / ACCESS TO EXIS77NG RESIDENCES. . --� [w - . ; � 10" lE IN �t4.5-�� (NW) 445.37 V ` M 10" IE OUT-5-Ts (S) 445.28 M M 60" SSMH 7 6" IE /N 445.28 (NE) 'y STA. 50+07.87, 9.75' R RIM 06F�-?r 465.96 P (ABlF 10" PVC @ Ong /./. i / i/s 10'0/E OUT ;�90 (� 443 11 / w SSMH 5 48" �' -� J ---- �P STA. 40+01.73, 12.65' R - .RIM - T`� 457.94 467.6E 456.8E - 10" IE IN-40!5.5t (N) 445.66 6" PVC SIDE SEWER @ Q - - T 10" IE OU T 445.56 2.0� lE 467 60 PARCEL NO. 14575E-0033 G - - PARCEL N0. 14575E-0035 PARCEL O. 14 AVE SE O 13415 1647N AVE SE 6" PVC SIDE SEWER @ - e= 2.09 IE 456.80 X I r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! ---- ----------------- 470 EXIS77NG GRADE PROFILE ® OF ROAD 460 - -- 455 12" PROPOSED STORM 0 310 LF 10" C-900 @ 0.50% 445 440 SSMH 5, 48" STA. 40+01.73, 12.65' R RIM 45Z94 10" lE IN (N) 445.66 10" lE OUT (SE) 445.56 39+80 40+00 STA. 40+27.97, 7.03' L RIM 0-�,RnR6 458.28 10" lE IN 0r.:P4 (NW) 445.37 10" IE OUT 4-4z§=rr (S) 445.28 6" IE /N 445.28 (NE) JjB F 10" PVC @ En 444 AS -BUILT �(0 L L L 40+40 40+80 "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024." 1 I I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 FN 0. 0 41 +20 UTILITY CONFLICT NOTE: 1 64 TH A VENUE SE OFFSI TE r'� r'i I b to 41+60 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. IIN 42+00 SSMH 7, 60" STA. 50+07.87, 9.75' R RIM 9-465.96 10" lE IN -4off-E3 (N) 443.22 10" lE OUT -4+_4 B (E)443.11 N N N N vi ^ t6 �c to 42+40 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 FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: DJC DESIGNED: YLP DRAWN: GLB CHECKED: YLP REVISION BY DATE APPR APPROVE: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 465 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. 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 R-409132 42+80 43+20 43+60 S-409107. IAI IAAI!`C \AIITLJ I"ITV 11C MCAITIIAI CTAAIflA Mf1C VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 QATUM T C) M, U CD Q J 0 z a J V W DATE: C TY 0� MAPLE HIGHLANDS E; 09.05.1'R) 9 RENTON PAGE: 164TH AVE SE OFFSITE SEWER PLAN AND PROFILE PAGE: OOK: V439• DRAWING NO: Planning/Building/Public Works Dept. 16210 SE 134TH STREET C34 RENTON, WASHINGTON 98059 SHEET: OF: 34 41 DRS PROJECT NO. 17020 T r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! 470 465 460 455 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS SEE SHEET C34 r INSTALL SILT FENCE AND STRAW PARCEL NO. 132305-9086 50 Loo 16404 SE 135TH ST WATTLES AS NEEDED TO PROTECT ko ADJACENT PROPERTY MAINTAIN _ ACCESS TO EX S77NG RESIDENCES. M v � PARCEL NO. 132305-9096U CITY 0 16�14 SE 1357H ST PARCEL NO. 132305-9066 RENTON -- 16424 SE 1357H ST . -COUNT`---------- R.O.W. --- _LQ ------------- R.O.W.-------------- — 44ZOO - -- - - - ------- 309 44Z00 - - - - -- - L ---------- ---- - ------319Pr LF 10" ---0.85%--------------- ------------------------------ � ---� r--- _.SSMH 7 60 C-900 ©�,� STA. 50+07.87, 9.75' R'--------- ____ © [ w --------- _ `r, l RlM = , 2 465.96 ,"-------- L0_ "lE IN ^-4�(N)22 in - - ----------- - - SE 135TH STiQ - -------- _ _ _ _ W 111111111111111wT 4.11 lE OUT ^^-r-,�� (E)443.�'i , , _ - SSMH 8 48 - - - _ _ _ II w I I - -� - � OP 6" PVC SIDE STA. 53+15.48, 6.54' R v, — i SEWER @ 2.09 - RIM ^ 0. z94 454.7 -n�X- �e - MIN. (TYP.) 10" lE IN ^-6(W) 440. X5 �— — _ _ — i 446.00 10" lE OUT 44.�(E)- ` PARCEL NO. 722970-0005 _ 16411 SE 1357H ST 443.00 � I I PARCEL NO. 722970-0015 16423 SE 135774 ST / SSMH 7, 60" STA. 50+07.87, 9.75' R I RIM-066-7-I-Q 465.96 10" lE IN-,-;4�9 (N) 443.22 10" IE OUTS (E) 443.11 PROFILE 0 12 OF ROAD SE 135 TH STREET CQ KING COUNTY R. 0. W. WORK WORK SHOWN IN THIS AREA WITHIN SE 135TH STREET 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. 470 465 460 445 309 a85x 36eLF 10" C-900 _ 440 SSMH 8, 48" STA. 53+ 15.48, 6.54' R RIM ,� 454.77 10" IE IN (W) 44a50 10" 1E OUT 6 (E) 440. 3 49+60 50+00 50+40 50+80 51+20 51+60 AS -BUILT "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024." 1 I I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 FN 0. 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. FINAL AS—BUILTS COMMENTS 2.28.24 REVISION YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: �APPROVED:: BY DATE APPR 52+00 52+40 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: 52+80 O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • C TY OF RENTON U'R Planning/Building/Public Works Dept. 53+20 rn W NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL M, U 00 T J R-409133 S-409108 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS SE 135TH STREET SEWER PLAN AND PROFILE Cn 0 z J V W DATE: 09.05.19 � FIELDBOOK: PAGE: nRAWINI: Nn. 16210 SE 134TH STREET C35 RENTON, WASHINGTON 98059 SHEET: OF: 35 41 DRS PROJECT NO. 17020 T r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) In V W v ) C! NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS a 0 PARCEL NO. 132305-9057 0.00 16436 SE 135714 ST _ PARCEL NO. 132305-9075 446.00 16444 SE 1357H ST OP PARCEL NO. 132305-9061 INSTALL SILT FENCE AND STRAW 16464 SE 1357H ST 02 U WATTLES AS NEEDED TO PROTECT 440.00 ADJACENT PROPERTY. MAINTAIN SEWER ©2.09 PVC SIDE ACCESS TO EXlS77NG RESIDENCES S MIN. (TYP.) lV -x x, x IL (� / 5 +00 - _ -------A, SSMH 9 48» . . . ------------ - ---- ------ __ ------- _ _ _ STA. 56+39.21, 2.18' R / O �V _ 55 0 440.14 RIM --- " �- A - 62 _ - 431.85-10" IE IN-�- (W) - v 324 LF 10" PV © - �,�10" IE OUT-43F.36 (S) _------- ----- o ----SE 135TH STR ET ------------------------------ A __ - - - - ---- - 56+ 0.07 -----------------------o --- - -----1 , o OP OP - L . . . . . . ® �� PARCEL NO. 722970- 0020 440.00 16435 SE 1357H ST 444.00 X PARCEL NO. 722970-0025 16445 SE 135774 ST SEE SHEET C37 I 455 455 EXISTING GRADE --------------- PROF/LE ® OF ROAD 450 N Ln Q 445-�-�--�-----_-- 445 LJ4 - Z--------------- � ___ 440 AB J24LF90,pVC�2.62X Q 435 435 0 430 4M SSMH 9, 48" STA. 56+39.21, 2.18' R RIM-4-0,9-3.+ 440.14 10" IE IN (W) 431.85 SE 135 TH STREET 10" IE OUT (S) 431.93 ap N o N o � ^ a, a, o r Ln N d �O O of°� 00 co O Ln CSLn Ln O�1 53+20 53+60 54+00 54+40 54+80 55+20 55+60 56+00 56+40 56+80 AS -BUILT "I CER77FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024." rAr- Di LK -in 4j 1 I I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N O . 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. FINAL AS—BUILTS COMMENTS 2.28.24 REVISION YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVE 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 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • C TY OF RENTON U'R Planning/Building/Public Works Dept. T C) 0) T M, LJ KING COUNTY R.O. W. WORK WORK SHOWN IN THIS AREA WITHIN SE 1357­H STREET 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. 00 Q J NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL R-409134 S-409109 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS SE 135TH STREET SEWER PLAN AND PROFILE Cn 0 Z J V LU DATE: 09.05.19 FIELDBOOK: PAGE: L nRAWINI: Nn. 16210 SE 134TH STREET C36 RENTON, WASHINGTON 98059 SHEET: OF: 36 41 DRS PROJECT NO. 17020 T KING COUNTY R. 0. W. WORK WORK SHOWN IN THIS AREA WITHIN 166TH 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. r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) C! "M 435 430 425 420 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS PARCEL NO. 722970-0095 13510 166774 AVE SE PARCEL NO. 722970-0090 CD PARCEL N0. 722970-0100 432. 90 16616 SE 136TH ST � 32. 80 4,6_ 00 _ C) do 0 6" PVC SIDE / r SEWER ®2.OX M/N. (TIP.) X / �'. EXIS77NG STORM DRAINAGE PIPE U ------------------------- -------------------- ----- 63+0 ---- © - >g ��j%r 63+ 6.23 ------------------------- ---------- --------------------------------------------- 61+0 62+00 0 60+0 _ 70 00 1,, — — �494 40,2LF 10" PVC � Q' ----------------------------------------------------------- ----- - - LV ---- ------------------------------------- ��+T_ f66- H � SE ----- -30 7 X / j SSMH 9 48 SSMH 10 48 - - - - / `�1 ,wJ ETA. 56+39.21, 2.18' R INSTALL SILT FENCE AND STRAW STA. 63+04. 13, 0.00' v RIM -+4>�3 440.14 WATTLES AS NEEDED TO PROTECT RIM 443� 443.24 252 — — 1.21X [�w 10" lE IN ^-� 0 (W) 431.85 ® ADJACENT PROPERTY. MAINTAIN 10" IE 1N-44 8- (N) 429.68 ��L� 10" C-90_0 ® I 10" lE OUT T (S) 431.93 ACCESS TO EXISTING RESIDENCES 10" lE OUT ^-e9 (S)429.49 I /. --- ' 432.50 PARCEL NO. 722970-0030 - _ I 0 C) a / r 13505 1667H AVE SE I % ) T I M — W SEE SHEET C36 r Q SSMH 9, 48" STA. 56+39.21, 2.18' R RIM 046-39- 44a 14 10" IE IN— R. Oe (W) 431.85 10" IE OUTS (E) 431.93 X/S77NG GR D PROFILE ®� OF ROAD 304 1 0.74X z3�9:9-LF 10" PVC @-�9, 4,94 166 TH A VENUE SE SSMH 10, 48" STA. 63+04.13, 0.00' RIM -0-�3: 65 443.24 —10" IE IN 44. -9 (N) 429.68 10 " IE OU T-4-3. (S) 429.49 252 1.21X "0" C-,9nn o> �I N tp O o, tp O) eh tp 59+60 60+00 60+40 60+80 61+20 61+60 AS -BUILT "l CER71FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS —BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS —BUILT COMMENTS, ACCURATELY REFLECTS EXIS71NG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 212912024." 1 I I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0425.8273063 F 425.827.2423 N O . 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. FINAL AS—BUILTS COMMENTS 2.28.24 REVISION YLP 02.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVE 62+00 62+40 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: 62+80 O UTILITY CROSSING SEE UTILITY CROSSING TABLE ON SHEET C41 FOR MORE DETAILS SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 63+20 • C TY OF RENTON U'R Planning/Building/Public Works Dept. CKL7 C 425 420 63+60 NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL W, F0 R-409135 S-409110 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Cn 0 Z J V W DATE: MAPLE HIGHLANDS 09.05.19 166TH AVENUE SE SEWER PLAN AND PROFILE FIELDBOOK: PAGE: DRAWING 16210 SE 134TH STREET C37 RENTON, WASHINGTON 98059 SHEET: OF: 37 41 DRS PROJECT NO. 17020 LJ M W J n a DRS PROJECT NO. 17020 00 O I N nnI n C/) Z J V J n 5< G r�� r ----------- --EX. SEWER MAIN I Ii _.._.._.._.._.._.._.._ PROPERTY LINE i i m AS NEEDED) ii -MN.0 EWER STUBFUTURE 4" SIDE SEWER FSEWESR '///2"x 4" STUD MARKING POST PAINTED 6" CAPJ WHITE WITH THE WORD "SEWER" STENCILED TEE X 6" TEE i i I N 3" HIGH BLACK LETTERS AND #6 WIRE SIDEWALK z WRAPPED AROUND THE STUD AND i 1 I EXTENDED TO THE TOP OF THE STUD. COUPLING (TYP.) L_J_L_____-___J : Q k �.J 1 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER 0 (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_J L_-_J } BEND AS �� g" REQUIRED &EXISTING SANITARY WER MAIN --2.0% MIN. SLOPEFUTURE 4" SIDE SEWER -6' 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 /oh �NOJS CONCRETE ' 1- / pNGaG�\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 STD. PLAN -406.1 .•�• PUBLIC WORKS APPR VED: DEPARTMENT INSTALLATION GAZ 9/11/2019 1 (SEWER MAIN TO PROPERTY LINE) DATE BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) W (SEE NOTE 7) LIMITS OF PIPE ZONE 1'! Ott O.D. OF PIPE 6" BEDDING 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 PPR D: DEPARTMENT FOR SANITARY SEWERS GAZ 9/11/2019 1 P.mmworks Adm .,m r DATE 9 :12 :12 PN NE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. IMPLE HIGHLANDS BOLTHOLES - 3 PLCS sNaon raoa� EQUALLY SPACED 120° rvvaaor isv3 APART ON 23 1/16" (586mm) DIA B.C. (SEE DETAIL) RENTON)) rr o� COVER & FRAME PLAN VIEW 25" DIA. 1635mrn] 1" 3/4"25mm] [19mm] 8 3/4" 2 1/2- E222mm] E64mm] TYP COVER SECTION VIEW 26 112' DIA E673mm] 25 1/4' DIA [641mm] 1 1/16" 1/4- (6mm) DIA [27mm] NEOPRENE GASKET 6° C151 mm] 5/8' 23 3/8" DIA CL OPEN_ E16mm] [594mm] 27 5/16° DIA E694mm] 34 1/8" DIA COVER BOTTOM VIEW (3) BLT SOD. (ALLEN HEAD) 5/8"-11 X 1.5 SS RUBBER WASHER BOLTING DETAIL 1/4° 1 1/16, C6mm] , [27mm] E3mm] vB° CR2mr7 GASKET GROOVE DETAIL E867mm] 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"). Adw�STD. PLAN - 401 V*R • PUBLICWORKS PPR D: DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1 2 -.1 W.I. Aemnimx« DATE 7' 1 B, NOT TO SCALE 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 V14R) PUBLIC WORKS PRO DEPARTMENT STANDARD SANITARY MANHOLE GAZ 9/11/2019 -1h, DATE D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 F-NO. FINAL AS-BUILTS COMMENTS 2.28.24 REVISION W :12 P 2:12 P SANITARY SEWER NOTES AND SPECIFICATIONS.- 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. O 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 DISTURBANCE. r 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 CONSTRUCT/ON. 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 m 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 O THE 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 0 B Y THE Cl TY OF REN TON. O6 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 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" o � o � o e SEWER a (2) BOLT SOC. (ALLEN HEAD) - 'REF. /8" - 11 X 1.5 STAINLESS o�o�o TEEL PART #00981177 - 1 -3/16" 8" CLI 10-1/2" ASPHA 5/C .. 1 /4" 12-1/2 1 -T1-1/8„ 2-1/4" CAST IRON RING AND COVER Not to Scale FRAME i,-n„ ninkA== n„ 45- (1/8) BEND DR 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. V'RI PUBLIC WORKS DEPARTMENT 2.28.24 YLP SURVEYED: DESIGNED: YLP DRAWN: GLB CHECKED: YLP DATE APPR APPROVE 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 DATUM STD. PLAN - 403.1 'P ED: GAZ 9/11/2019 1 aic Works Atlminisham, DATE :12 %R) C TY OF RENTON Planning/Building/Public Works Dept. AS -BUILT NO AS -BUILT INFORMATION ON THIS SHEET. "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.• 212912024." S-409112 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 Z J V W DATE: MAPLE HIGHLANDS 09.05.19 SANITARY SEWER DETAILS PAGE: OOK: PAGE: DRAWING 16210 SE 134TH STREET C39 RENTON, SHEET: OF: WASHINGTON 98059 39 41 DRS PROJECT NO. 17020 r\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 9 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS 8.5' PRIVATE STORM DRAINAGE EASEMENT 8. 5' PRIVATE STORM DRAINAGE _ = - - - _ _ EASEMENT 5' PRIVATE STORM ' DRAINAGE 5' PRIVATE STORM EASEMENT DRAINAGE EASEMENT \ 4 51111111 '' 6 7 II -- ' - \ - l MIN. 5' CLEAR BETWEEN m ' 10 JOINT lJTIL/ TYI NEAREST OUTSIDE EDGE EASEMENT'1 ', OF PIPES (WA TO SS) _77- 177 -----�-1-- VII s; I I ■ I � t w �- I I I ,I UTILITY CONFLICT NOTE: ROAD A 4 7. e ° I1 - \ ` MIN. 5' CLEAR BETWEEN I NEAREST OUTSIDE EDGE OF PIPES (SD TO SS) `\ I \ I 5' PRIVATE STORM � DRAINAGE EASEMENT \ r v_xII IX X (� 01 TR RE . N i `/ \ \ ` `\ - 7' PRI VA TE STORM DRAINAGE ( I - - j •% �� •� EASEMENT \ \ 1 1 -----J , \ X X x --. 0 \I -X- - _� X 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 UNOERGROUNOED 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. AS -BUILT NO AS-BUIL T INFORMATION ON THIS SHEET. I/ CER77FY THAT 774E INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E• 212912024. " 1 i I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 N 0. ..WMEI C • --- -----1--------� ---------Ir---------R------------------- ----------IE---------n-------- II ---------- --------- I� n--------- a n---------- n---------- -------- -� u N ACT A------____ ----------�TORM--I�R-AINA-Gf--------- ----------Ir---------I ----------IF-------- n n N I�-------- - n--------- UTILITY CROSSING TABLE CROSSING NO. F.G. UTILITY I.E. BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 1* 508.85 12" SD 505.45 505.40 8 1" WA 504.18 504.90 0.50 2* 504.05 12" SD 500.73 500.68 8 1" 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 1" 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 1" WA 450.15 450.87 0.50 8 455.71 10" SS 446.88 447.76 8 1" 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 1" WA 453.06 453.01 6.50 11 456.53 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" SD 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 435.24 436.19 3.07 16 437,55 EX. 24" SD 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 1 440.43 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 FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: SCALE: DJC DESIGNED: AS NOTED YLP DRAWN: GLB ONE INCH CHECKED: AT FULL SCALE YLP IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM fY I I �I 1�,14 1 � o i. . \ 1 I I \1 - � lip I \ \ I i 9 ...... 30' UAL/TY- ►- EASEMENT REC. NO. 20 10406000762 /t 50 0 - • C TY OF RENTON Planning/Building/Public Works Dept. NORTH R-409137 GRAPHIC SCALE 40 80 S-409113 1 INCH = 40 FT. W 409101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS COMPOSITE UTILITY PLAN co C) O O 0 z Q J V W DATE: 09.05.19 � FIELDBOOK: PAGE: 2 nRAWINI: Nl• 16210 SE 134TH STREET C41 RENTON, WASHINGTON 98059 SHEET: OF: 41 41 DRS PROJECT NO. 17020