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Home My WebLink AboutR-423026O M O Co i O C �- Q SEESHEET C5.02 I I � I , I , I I I I I I I I z Q ►W J z 6"lE4867I,----� - - - - - 7' �' \ 6" /E 486.23 11 1�--e3s TR, GlE 486.72 _ I 799-& sF494 �, 23LF 6 PVC 116' ' 363tj N6 1 00.1716 RIM 493.94 x1 \ 3'-- -----� TR. H " 22 ti _ 335LF 8 PVC \ I> 6 950E SF �ii 6 /E 485.00 6" /E 485.0� 2*B9 0 0. 1 it 3 -502- 367 1 8242 PAD 1 17.06' 1 I 1 366 111 PAD 38 \ RIM 494.07 3 _ \ \4�8. 5 g 308t\SF 4g3 5 33LF 6" PVC-` I 23LF 6" PVC 1 \ 9, 005E SF 6 /E 485.47 \ 0 0.0948 0 0.1535 1 6 /E 485.47 PAD \� I TR. C �492.9 I jl --372 \11 - - - - - - - , 306E SF 1 \ SSCO 7 :.. `•� s., 16 IMDE \ v �374 \\ - - - - 91±52 DRIVEWALY (TP) -RM .61 238 \ 6" lE 481.74 - SEWR STUS SHALL ) \1 R?� - iI 377 79 32 805' INSTALLED PER COR cp L8239 37' STD PLAN 406.TYP 8207 r---------- 12.35'376 �� 39 SSCb 2 -500- zos M..65 379 TR B 6/4 4838249223 PVCxl- 80 �\\\� 248E SF 9 367-& /,- SF o 6 483.82 I �� PAD \ 0 0. 0186 p � � 9, 017-6 SF I i I 1so V86.0 PAD \ I pig \ 22LF 6" PVC PAD 1 3>31 I \ 492.0 1 4 0 0.1179 TR / \ \ 491.3 I � 3 7401 SF \ I I I I -8189 11 I 1 383 L---------J I \ II I 498 �\ ' 10 L------- --J 1384 �' 0 9 ► 335LF 8" PVC \ I \\ I I 123 r --- 7' M/N 0 0.0131 �38s � \ - 812---------------- -- 123 384 I \ 3 i / �- II ------------- ----- Ir \ I 13J 81 z... ;• 1\ " I\ ro 23LF 6 PVC I N II II , , ' I / \------------------------------ � w I I I I I \ I------- \ TRg-------- \ rk9 0 0.0508 J 1 ----- 6, K / 7 10, 846-& SF SSCO l5 �\ 1 CO 9 RIM 4 0.30 10, 978-& �F 0 Q o I I I I I ACCESS ESMT 5 I /� I 6" If 8776 PAD I I I R C NO 20030113002723 I %-,---`------ - `� --- - -- " 8 I I I I i� �� .z ----------------------- II I N-------------------- II I off 20 9 of off --- --.74 ' - \ ---�#_ 1N� \-- - 2 "$ 33 UTILITY CROSSING, SEE I I I \ \ - - TABLE THIS SHEET = L \ 100 100 - - - - w / w 1001f00 �- �- 3 0 / / w��o --�---- 10 ob / N --- ss - - I 1 03f00 4 N M p I� L2 i N -------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I UTILITY CROSSING TABLE CROSSING/ UPPER NETWORK UPPER PIPE lE LOWER PIPE CROWN LOWER NETWORK CLEARANCE 1 STRM 489.65 482.85 SSWR 6.81 2 STRM 485.04 480.07 SSWR 4.97 3 SSWR 460.45 458.39 STRM 2.05 4 STRM 475.32 470.51 SSWR 4.81 5 STRM 491.09 483 70 SSWR 7.39 6 STRM 49356 490.69 SSWR 2.87 7 STRM 496.58 493.68 SSWR 2.90 8 STRM 489.55 488.46 WA TR 1.10 9 STRM 484.97 483 95 WA TR 1.02 10 STRM 491.03 489.83 WA TR 1.20 11 STRM 493.51 492.13 WA TR 1.38 12 STRM 496.53 495.10 WA TR 1.43 13 STRM 494.58 493.40 WA TR 1.18 14 STRM 474.98 471.71 STRM 3.27 15 STRM 468.93 468.36 STRM 0.56 16 STRM 469.05 465. 93 STRM 3.12 17 STRM 476.96 475.83 STRM 1.13 18 STRM 468.82 466.73 STRM 2.09 19 STRM 476.84 474.40 STRM 2.43 20 STRM 476.63 475.50 STRM 1.13 I I I I I I I I I I I I I I � I I u I I I I I I I I I I I I I I I I ----------------------j--{ I I I I - I I � 1 14 ---------------------- G G 1 UTILITY CROSSING TABLE CROSSING # UPPER NETWORK UPPER PIPE /E LOWER PIPE CROWN LOWER NETWORK CLEARANCE 21 STRM 469.17 466.62 STRM 255 22 STRM 488.83 484.07 SSWR-SERV 4.76 23 STRM 487.27 481.97 SSWR-SERV 5.29 24 STRM 495.14 491.77 SSWR-SERV 3 36 25 STRM 494.39 488.89 SSWR-SERV 5.50 26 STRM 490.00 485.32 SSWR-SERV 4.68 27 STRM 484.41 482.54 SSWR-SERV 1.87 28 STRM 484.59 482.54 SSWR-SERV 2.06 29 STRM 473 40 470.98 SSWR-SERV 2.42 30 STRM 473.64 470.93 SSWR-SERV 2.71 31 STRM 485.32 482.39 SSWR-SERV 2.93 32 STRM 489.61 486.20 SSWR-SERV 3.41 33 STRM 487.04 483.66 SSWR-SERV 3.38 34 STRM 471.98 469.70 SSWR-SERV 2.28 35 STRM 471.24 469.59 SSWR-SERV 1.65 36 STRM 470.88 469.64 SSWR-SERV 1.24 37 WA TR 488.22 484.34 SSWR-SERV 3.88 38 WA TR 487.22 483 38 SSWR-SERV 3.84 39 WA TR 485.96 481.84 SSWR-SERV 4.12 40 STRM 497.75 494.55 SSWR-SERV 3.20 O N billy \ . S' . 51 45 - - - N8826 37"W 327.61 - 1004fOt➢ w w -rr- - T-w o A ---- - 100sfoo N _ - ---_--------------------------- --- GRADING EASEMENT - - - - - - - - - - - - - - - - - NE 4TH PLACE stg0\ REQUIRED TO IL INTO - -W \ \�92\ SD SD \ �\ THE EXISTING GRADE ------------- - - - -- I W c-------- ------------------ G G ------ I o z I - - - - - - - - ------------------------------- CL G U) I I EX SSMH 8040 S, MH U STA. 1005*04.40, 4.36' R :z TYPE " SIA.-.1004*97. 05, 4.38' R I I � o a R/M 4� 8 87 l \ TYPE 1-60'; SADDLE MANHOLE I I � � I I 8 /E /�/ 472.09 O I I HfTH CAST IN PLACE BASE PER STD I I I I 8" If OUT 471.99 (W) PLAN- 400.6- AND INS/DE DROP , CONNECTION PER STD -PLAN 1 402.2 �/M-i8852--- v I I - - - - --------- 8 " If IN471.90(E)------- 8" lE NV 478.82 �N),' I I I I I I I (BOTTOM OF DROP) 8" lE� OUT 471.80 (W) UTILITY CROSSING TABLE CROSSING # UPPER NETWORK UPPER PIPE If LOWER PIPE CROWN LOWER NETWORK CLEARANCE 41 WA TR 495.68 493.84 SSWR 1.83 42 STRM 494.53 492.01 SSWR 252 43 STRM 490.45 489.10 WA TR 1.35 44 STRM 493.35 487.04 SSWR 6.31 45 STRM 473 59 471.04 SSWR 2.55 1 CITY COMMENTS SES V 0/12/22 SHM su RDW 2 REVISE WALL SES 3 7 23 SHM DESIGNED SHM 3 CITY COMMENTS SES 1 /25/23 SHM 4 CITY COMMENTS SES 6 5 23 SHM DRAWN` SES CHECKED: SHM NO. REVISION BY DATE APPR wPRo"ED: SHM I I I I I SCALE: 1" = 30' 0 15 30 60 S-423003 R-423026 PROJECT NO. 20134 �gTDEKo IN COMPLIANCE WITH CITY OF RENTON STANDARDS �.�F.•�F WgS,y��jY � CIVIL ENGINEERING DEVELOPMENT ENGINEERING DPW !i•(r LANDSCAPE ARCHITECTURE LNJanders 06/07/2023 Ago •,p� G41846R�� •. �� PLANNING �FSS� ... ENDESIGN SURVEYING WASTEWATER UTILITY o -S-Z3 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 jstowell 06/08/2023 SCALE; DATE: HORIZONTAL- N D 1983 1/1991 CITY 0 F MARCH 2022 (;%Rl FlELDEt00K: R E N TO N SEWER PLAN PAGE DRAWING N0: ONE INCH DATUM ' ' AT FULL SCALE Planning/Building/Public Works Dept. C5 02 IF NOT ONE INCH SCALE ACCORDINGLY SHEET: 26 OF, 40