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HomeMy WebLinkAboutR-435451LO 1I C'7 i O 0 W II r N STA 16+80.31 , 25.0' L 3664500195 20 LF 6" PVC © 2% MIN STA 17+80.78, 25.0' L SIDE SEWER STUB FOR (D(DQ 20 LF 6" PVC @ 2% MIN FUTURE CONNECTION PER SIDE SEWER STUB FOR SS#4, SSMH, 60' DIA. COR STD PLAN 406.10 (TYP) FUTURE CONNECTION PER INSTALL 24" WIDE X 4" DEEP C-608C-608 RIM 547.86 IE (END) 6' MIN BELOW FF COR STD PLAN 406.10 (TYP) CSTC SHOULDER, BOTH SIDES IE 526.81 (8" E) IN IE (END) 6' MIN BELOW FF IE 526.81 (8" N) IN _ IE 526.71 (8" S) OUT � w w Q cw c O I N N Cn N = _x — X w A/ — JCi rnn / � _ —53 — —539— — s`�O- 8� CI —5 8- —`0-54�-545-- o I � 17+00 �—t Cl) W E3o 1— `�M _----M M z— W _ W I Z 1 I I C Z� 0 _J = I TREE PROTECTION FENCING 1 SEE LANDSCAPE PLANS (TYP) Q I STA 16+73.02, 25.0' R 30 LF 6" PVC @ 2% MIN SIDE SEWER STUB FOR 2 3 5 1 FUTURE CONNECTION PER 366450 COR STD PLAN 406.10 (TYP) IE (END) 6' MIN BELOW FF STA 17+47.61, 25.0' R 30 LF 6" PVC @ 2% M I N (D(D(DQ SIDE SEWER STUB FOR FUTURE CONNECTION PER COR STD PLAN 406.10 (TYP) IE (END) 6' MIN BELOW FF 18+00 fIIIN U O O N p —� `—W----- — MHO=77 --dt�nz ---- — —�544� — 546- N � N N 4" MIN. ASPHALT PAVEMENT OVER 6" BASE D I 1 RESTORATION PER KING C` 04C-404 COUNTY ROAD STANDARDS o64500043 8-05, SEE SHEET C-600 STA 18+42.34, 25.0' R 30 LF 6" PVC ® 2% MIN (DC3XD SIDE SEWER STUB FOR FUTURE CONNECTION PER COR STD PLAN 406.10 (TYP) IE (END) 6' MIN BELOW FF RESTORE EX GRAVEL DRIVEWAY INSTALL AND COMPACT 4" MIN CSTC ----19+00 T STA 19+65.01 , 25.0' L 36645001E 20 LF 6" PVC @ 2% MIN SIDE SEWER STUB FOR 2 3 5 FUTURE CONNECTION PER COR STD PLAN 406.10 (TYP) IE (END) 6' MIN BELOW FF SS#7 SSMH RIM 548.5 60&,C-608 IE 530.46 (8" S) OUT KING COUNTY 8" PUBLIC I X� CITY OF RENTON SEWER MAIN — — -- ----_ r 0.5% MIN— — — — =546 _ — _ o — 1 F w / O D n Z �� 2 O�mr!H i NO 20+00 00 0-)158TH A l/E SE � vi can I+ I+ � \ Y V' - -j — — W 4 6 0 —° p /UP— �z UP — ¢ i NO. 03' 58"E / — — — '!- }: ', r t` / �133.14' j- PRIVATE SEWER \ I j / / EX FH O ULL �0 - w c I I \0 36645000C T `I'o (-DD I I 00 N) 00 00 000-)� � N 0 ° C ;O=U-ir \ � I I \�v_J — — — —/ — 18 0 o cn i M SEE SHEET C-605 158TH AVE SE - STA 16+80 -20+60 SCALE: 1 "=20' H 1 "=5' V 510 KIN CONSTRUCTION KEY NOTES 20 0 10 20 40 Scale 1"=20' LEGEND — — PROPERTY LINE �230� EX CONTOUR (INDEX) —231— EX CONTOUR (1') 230 PROPOSED CONTOUR (INDEX) 232 PROPOSED CONTOUR (2') EX BUILDING EXISTING ASPHALT TO REMAIN CONCRETE PAVEMENT HEAVY DUTY CONCRETE ASPHALT (AC) PAVEMENT GRIND AND OVERLAY VERTICAL CURB TRENCH/CHANNEL DRAIN ❑■ CATCH BASIN TYPE 1 0 CATCH BASIN TYPE 2 STORM DRAINAGE PIPE STORM DRAINAGE W/ SLEEVE FOOTING/SUBSURFACE DRAIN 0 STORM DRAIN CLEANOUT 0 FOOTING DRAIN CLEANOUT • DOWNSPOUTS DOWNSPOUTS W/ SPLASH BLOCK ss SIDE SEWER PIPE SCO SEWER CLEANOUT SIDE SEWER CONNECTION 0 SSMH BOLLARD FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION - — — — — — — - EASEMENT RE-VEGETATED/HYDROSEED AREA GRAVEL SURFACING JURISDICTION BOUNDARY O1 RESTORE DRIVEWAY PAVEMENT 2" MIN DEPTH OVER 8-1/2" CSBC. O2 RESTORE VEGETATED/LANDSCAPE SIMILAR TO EXISTING CONDITIONS. INSTALL 6-INCH MIN TOPSOIL WITH AMENDED COMPOST. O3 POTHOLE EXISTING UTILITIES AHEAD OF THE WORK. INSTALL SIDE SEWER PER C.O.R. STD PLAN 406.1. PROVIDE 1' CLEARANCE TO EXISTING UTILITIES. CLEARANCE LESS THAN 12" AND MORE THAN 6" REQUIRES ETHAFOAM PAD. ® PROTECT TREE ROOTS BY EXCAVATING WITH AIR SPADE. MINIMIZE ROOT DISTURBANCE. O5 CONTRACTOR TO PROVIDE PROPOSED LOCATION AND DEPTH OF SIDE SEWER (STAKE IN THE GROUND). OWNER'S PROJECT REPRESENTATIVE TO COORDINATE LOCATION WITH PROPERTY OWNER'S PRIOR TO CONSTRUCTION. Know what's below. IN Call before you dig. Dial 811 T ARCHITLCTURE + PLANNIING + DESIGN 6211 ROOSEVELT WAY NORTHEAST SEATTLE, WA 98115 tel: (206) 522-3830 fax: (206) 522-2456 1932 First Ave Suite 500 Imm Seattle, WA 98101 p. 206.725.1211 f. 206.973.5344 engineering pllc www.Ipdengine rRm CO O �. SF O LO N Nt 00 O O O O Nt N `' J C'7 O O O i N Q Z) PERMIT RESUBMITTAL No. Description City Comments Date: 8/21/2025 6 Project Title: r Z —Z as LI -a LL J m LLI t� Z LI Z — � 0 Q Q LD 0 w z o w z z w Sheet Title OFFSITE SEWER AND ROAD RESTORATION PLAN Scale: As indicated Project No.: 21-12 Date : 08/21/2025 Sheet Number: Cm604 R-435451 S-435405