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HomeMy WebLinkAboutS-4230020 M------------------------- N 0 N N c O �- r A, 20LF 8" PVC 00.0051 \ 1PN.• 27J9200110 \I \ GILL & IWPANV/R 1 1 u - \ 136LF 6" PVC \ 5,51W 12 \ z - S D S SSM/y / 8 \ ' 90.0200 \ �STA. 7f90.81, 4.98 R STA. 4*00.97, 3. 1' R \ SSCO 19 f L:RI�M YPE 1-48" ALL TIDE 1-48 ; \ \ RlM 503.23 I ® - �56 I 506.07 \ STD. 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F i ST . 0.00' L 0 0.0324 \ - 8 /E OUT 492.66 (S I .t ONP ------ --- - \� 751 I I E 1-48" I \� ® _SEWER STUBS SHALL _ $4"W 2�3 - - X I Rl 5>0.39 , UT/L/TY CROSSING, SEE SS'0 15 PAD I \ 7 , " Rl!� 477. I BE /NSTALLED PER COR \ \ �` -_ , 8 /E OUT 502.39 (SJ TABLE ON SHEET C5.02 16" l 46975 11 487.0 \ � I STD PLAN 406.1 (TYPJ \ I \ \: si4 - - 8695 j 1 » j 10,515E S aslo \ \ \ O $7a4� 8759 33LF 6" PVC I \ = 469175 PAD � � � I 0 \ PADS 9, 339 SF\ 1 s \ \ � - - 45 v also 34 I/ 4770 I I F- - 90.0200 I / \ I I \ I 488.6k I PAD \ I \ \ \ ss 7 - I S&O 17 \ I I \ I 498.0 I o o� - Rl 476. 72 " SEWER SERV/Cf- \ I I h� / I I 33LF 6 PVC I » ^ 0 1 I SSCO 12 s ,; ?x 1 6 469.44 <, FOR LOT 9 o �, r, o I o\ :. \ 0 00.0200 - - J RIM 487. 64 �, I I � o ho 102LF 8 PVC 35 -E-1 9.4�= --- \ " 6» lE 482.87e, ���� ,. 3,.. 00.0149vc \ `---- I - -5 - CD29 2 28 27 1` I 9, 032E SF I 7 �00 6 / �o u `p 10, 818t SF �oz?-+tk 36 i ` 16 M 47.31 4 0 6 r- - - - - - �S�/7 \ 1 I I --499. 0 I I 9,100E SF I / / / PAD , o N SS/V//7 / I ®I » lE 46�t 49 21 I I I SSCO 1> SSA.-5 24z�0, 0. 44 R 13 - -500- I I lL / &0. 0 � i � � STA. 1f46. 3, 3.63' R I 5 n-- SEWER SERVICE I \ TYPE 48 I I a7o1 I RlM 487.35 \ 42 / \ I FOR LOT 10 RIM 4R9.04 rn _ TYPE 1-48 I �� i\ � i' ao 1 lE 482.8 8" lEN 49114 N \ 1 - - - - .I / / s oaod' / I RIM 475.28 I o I \ Y \,� Y T j I � � (J \- - SS`��9�0-- - - % � + / � � �D s o� I oo 8" lE OUT 68.84 (NJ �, \P �81 f 1 PAD 8 /E OUT 4191.04 (SEJ0.�1' �� 500.0 / i I o- I I \ R/M 497.92 130 S5•Co 1 / i z I II 488 0 16 I 10, 819E 'Sr '. • -6"- E 48_9. 89, I RlM 4 7. 49 J'A 43LF 8" PVC 6" lE 489.89 I - - I - 6�l 489.49 \ , J!" \ I \ PAL 10, 014E SF WEST DETENT/ON/WATER I, I 00.0155 / i I I , \ 6 IE 489.48 i SSCO \ � ,/�/ q QUAL/TY VAULT o ) I _-- I \ I 498, c. - \ » g 23LF 6" PVC Rl496.7 PAD I SS/V//7 / 0 // \ 8619 \ 23LF 6 PVC 0 0.0200 /E 4� .6 \ PAD 509.9 I I / \ \ - - - - 498 \ s ; :T6 , 00.0 I ; STA. 1*71.57, 0.47 R 15 - - - - \ 000200 1 . 5 , 6 �e488.68 » i 496 ,� 0' MIN \ 27LF 6" PVC \ TYPE 1-48 i \ \ RIM 507.75 i � ��: � \ 9a � ,�,� � 0 0.1123 I i 8 /E /N 499.85 N 18s h px s SSCO 8 -- i ( J B �30.01 25 RIM 496.51 (SW) as14 as1s� \ \ 492 \1 \ , 5� 1 i 8" lE OUT 499.75 SW 490 \ - 11 6» / 488.23 / , - W c M n / \ \ - - ROAD A N 'S3"w 7 � s •. \\ 6" 488.22\� I 44LF 8" PVC I Z 3 5 - --Af880573'� J9770 s , 9 0. 0736 I r \ \ \ \ SSMH 4 y7.. 22LF 6" PVC i [. ° » f L 0 0.1955 163.85 � I W 86LF 8 PVC I _ TYPE 1f¢9.82, 1.62 R i / 0.01711 / +08 \s 44 \ \ i STA. 1f24.33, 0.00' i Q \ R/M 498. 7 , aza4 » I TYPE 1-48 -- �MH 114LF PVC 0 0. 15e \ ' I 8 IF IN 490.37 (NW) I , RIM 504.41 \ 8" IF OUT 490.27 (E i r` _ A. \3f93�72, 5.27 R( - i 8" IF IN 496.51 (NO p ------� \ i 1-48 62LF 8") VC . \ i L 8-1E WT-46-4r (`Wr U \ I i Rl 496 70- - -I- - - 9 0. 0875 1 I X�j � I� 8" E IN 488. 0 10 I o I Q » 5 � � STA. 3 .03, . -� - � � � 8 E OUT 488 0'(S4, I : J \ TYPE 1-148" - 353 zl RIM 49,152 / .- 354 �N� " lE /NI 483.32 NW 4 I i 0 W I -------------------------------------------- --- \ sz7 12 133LF 6" PVC 3� _ ( J I EXISTING TREES TO BE -------------------------------------------- -------------- -� I� 355 RETAINED 12, 788E SF � 0 0.1294 I 8�1E lM 483.32 (EJ s, 015E SF I i (ryp) I \ PAD \ I x56 \ I 8" I� 041T 48J22 (SJ SAD I --f 356 II \ � � 4.9.5� I : , I W ' \ I N \I SSCO 4 49�5 I I ----� --� \ \ 26 rk RIM 494.77 O% I corn `n ---- 359 I V Q ; -�- \ I SSCO 1 5 :. 12.47 s H I \s - - - _ - R/M 495.03 \ 360 L,j\ 8249-1 \ \ 6 /E 486.75 6 a`l 486.23 ` TR. G 11 " lE 486.72 » J--93s 799E SF 1� 0 A z NOTE 494 1 .. 23LF 6 PVC 8363 I, 0 0.1716 TR. H \ R1493 94 c\; 22 tix1 335LF 8" PVC - s 950E SF 11 6� 1Ei85.0� `�' Z,pg -I 0 0.0131 I � 1 8242 Xm SSCO 3 PAD 1 PAD \ I 38 \ » 17. 06� 1 RIM 494.07 3 I �- 3o8sF 33LF 6 PVC 23LF 6 PVC I 9, 005E SF I \ \ 493 5 ®0. 0948 0 0.1535 1 6 /E 485.47 ; i 6" lE 485.47 2A204- SEE SHEET C5.02 PROJECT NO. 20134 S-423002 gIDEKO.�IN COMPLIANCE WITH CITY OF RENTON STANDARDS E SLOCATIONS SHALL BE VERIFIED W/TH EX/STING PROPERTY of Wgsy;.;'�� R-423025 Z ,...... OWNERVE S AL ONG ORCAS A NP TUB R/OR TO CONSTRUCTION. ANY REVISIONS TO THE STUB LOCATIONS SHALL BE APPROVED BY C4` Z: CIVIL ENGINEERING DEVELOPMENT ENGINEERING THE CITY PRIOR TO CONSTRUCTION. w{, LANDSCAPE ARCHITECTURE NJanders 06/07/2023 off•. ,p, 41846 0 PLANNING o�FSS/.... E���� DESIGN SURVEYING WASTEWATER UTILITY -�-2 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 jstowell 06/08/2023 (D 1 CITY COMMENTS SES 0 12 2 / SHM SURVEYED : RDW SCALE: VERTICAL- NAVD 1988 DATE: MARCH 2O22 2 REVISE WALL SES 3/7/23 SHM HORIZONTAL: NAD 1983/1991 _ CITY OF DESIGNED: 3 CITY COMMENTS SES 1 /25/23 SHM SHM R E N TO N %4j FIELDBOOK: PAGE 4 CITY COMMENTS SES 6 5 23 SHM °RP'W"` SES SEWER PLAN DRAWING N0: ONE IN DATUM CHECKED: SHM AT FULL SCALE Planning/Building/Public Works Dept. C5. 01 NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SHM C SCALE ACCORDINGLY SHEET: 25 OF, 40