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HomeMy WebLinkAboutS-409101NE 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