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Home My WebLink AboutR-408027NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. OHP - OHP 4 STA 9+97.50, 16.001T AP OHP - OHP STA 10+00.00, 13.50'LT AP ,- 1 1, I - OHP OHP �I P G .. OHP OHP 3 STA 10+00.00, 13.50'RT AP I OSTA 10+25.21, 13.50'RT J PT x OHP OHP nHP STA 11+15.21. 13.50'RT END i6HP - OHP _ OHP it \1 OHP nup 4 STA 10+96.74, 22.13'RT OHP OHP AP OIL=47.909, R=30.500 4=90.0000- L=47.909, R=30.500 4=90.0000 1 \\ STA 10+86.13, 34.32'RT EL=329.00 STA 10+55.71, 44.00'RT 3 STA 9+97.50, 59.86'RT O PC, EL=329.48 AP 3 STA 10+55.63, 62.25'RT \ \STA 10+11.06, 80.69'RT - AP, EL=329.66 \ AP _ 1 1rD 11+00- OHP OHP - OHP OHIP - - nup - STA 11 +20.21 13.50 RT 11 END BEGIN OHP OHP STA 12+96.00, 12.741T� O PT Q J 324 OHP OHP STA 13+00.06, 13.19'RT 1n 326 PT 11 END 328 12 BEGIN _ CHIP CHIP - +,� , t OHP OHP - 25.5' 44.0--;�7, STA 10+96.74, 46.80'RT AP W4r�__ 10+84.63, 44.00'RT 12 PT, EL=329.12 STA 10+84.63, 62.37'RT AP, EL=329.33 END 12 BEGIN 12+00 ( STA 12+93.64 13.50 RT NIT OHP OHP 11 HBEGIN ACCESS ROAD f-v.+D STA P Q" 44.0' 44.0' 2�.5 / i 4 STA 13+33.92, 11.35'RT AP /X n , X - 4 STA 13+57.29, 27.47'RT 4T AP 12 STA 13+59.55, 6.00'RT 4 PC - - - - - - - - - - - - - - - - - - /// \ - - - - - - - - - - - - - - - \------------------ L=66.659, R=70.00u A=54.5611 L- �F.3 R=54.O685 A= 2211 5 STA 13+43.87, 6.391T 3 I PC \ \O H 0 OH P 345 .................................................................................................................................................................................................................................................................................................................................................................................................... 345 .................................................................................................................................................................................................................................................................................................................................................................................................... .................................................................................................................................................................................................................................................................................................................................................................................................... LOW PT STA. 12 97. 0 .................................................................................................................................................................................................................................................................................................................. ................................................................................................................................................................................................................................................................................................................... .. ..................... . W. P.T.ELEVA29.. 3........................................................ . ................................ LOW PT STA: .11+.78:70............................................................................................................ PVI STA: 13+10.00...... ...................................................... 340 ..................................................................................................................................................................... LOW PT E 8. PVI ELEV:329.89............................................................ 340 o..................................................................................................................................................................... PVI STA:11+80.00 ................................................................................................................... ................................................................... 6 0....................................................................................................................................................................... PVI ELE ...................................................................................................................K:8.74 :328.20................................................................................................................. ............................................................ LVC'25.00 .......................................................... . o+ o............................................................................................................................................................................... .. . ::::.:::::::::::::::::::::::::................. ........ ...... ............................................................................................................................................................................K:.70....::::::.::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::........::::.:............... ......7711 .......11..> .............................................................................................................................................................................. .................................................................................................................................................................................................................................................................................................... LVC: 0.00.............................................................................................................. O . ..................... ................................... ................................/...........-.-.. o...................................................... .�.� ......... 335 ¢. H w....................................................................................................................................................................................................................................................................................................I� J + ..................... M 335 O M O M N ...... ................ ................ ................ ................ ................ ................ ................ ................ .... O „ aO .... .... . O. �„ OO,,,,,,,,,, �, .... STAGE 2 F NISHE• . ... ................ ................ ........... ................ .. 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W ...... ................ ................ ................ ................ ................ ................ ................ ........../.............................................. ..... ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ................ ......../................................................ :::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: ::::::::::::::::::::::::............................... 325 325 / :::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::::::::::::::: :::/::::::::::::::::::::::::::::::.......................... ............................... ........................................................................................................................................................................................................................................................................................................... /......................................................... ................................................................................................................................................................................................................. ..... ................ ................ ................ ................ ................ ................ ................ ................ ................ ............ ... .................................................................................................................................................................................. TAGE.1.FINISHED GRADE....................................................................................................................................................... ....................................................................................................................................................................................................................................................................................................................................../............................................................. 320 320 ......................................................................................................................................................................................................... ......................................................................................................................... / ................................................................ ................................................................................................................................................................................................................................................................................................................................. ........................................................................................................................................................................................................................................................................................................................../........................................................................ ................................................................................................................................................................................................................................................................................................................................................................................................... ......................................................................................................................................................................................................................................................................................................................../.......................................................................... 315 ................................................................................................................................................................................................................................................................................................................................................................................................... . 315 ........ ................................. ...................................................... ................ ................................. ................. ................. .................................. .................................. .................. ................. ............. .................. ................. 310 N W L U O O O O O CO O O Cfl O O Nt O O OV O O O O O CO O O co O O � O Cfl OV O co O N I� O M O O 't C 4 O O LOB O CO I� <'`) CO Lq O O CO LCJ O LCJ 6) LCJ 6) LCJ 6) LCJ � LCJ 6) LCJ M L2 M L2 M L2 M Lod M lO) CO Lo M Lo 6) Lo 07 Lo 07 N O O CO (D N N� _ M M co N co N co N co C'11 co N co N co N co N co N co N co CV coN co N co N co N N M co M� M M co M M co M co co co co co co co co co M M M cM M M M M co co co co 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 i I DESIGNER DRAWN BY CHECKED BY CD TT RG a NO. REVISION COMMENTS BY REVIEW DATE n I ADDENDUM N0.3 CDD CDD 1010412023 N z SI 001 - ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03/19/2024 a SI 002 - GRATED VAULT TOP DELETION CDD CDD 05/01/2024 a i CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 Otak in 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com U DESIGN REVISIONS MADE DURING CONSTRUCTION HAVE BEEN INCORPORATED INTO THESE "AS -BUILT" DRAWINGS BUT ARE NOT HIGHLIGHTED/ CLOUDED FOR CLARITY. THESE "AS -BUILT" PLANS REFLECT DESIGN INFORMATION, INCLUDING PLAN REVISIONS MADE DURING CONSTRUCTION WITH "AS -BUILT" INFORMATION PROVIDED BY THE CONTRACTOR. OTAK HAS NOT REVIEWED THE INFORMATION SUPPLIED BY THE CONTRACTOR FOR ACCURACY AND HAS NOT SURVEYED TO VERIFY THE "AS -BUILT" CONDITIONS SHOWN. CHARLES DEWEY, P.E 3/14/2025 CONSTRUCTION NOTES 0 CONSTRUCTION CENTERLINE, SEE SHEET C101 FOR DETAILS. 20 CONSTRUCT MAINTENANCE ACCESS ROAD PER DETAILS ON SHEET C510 . 30 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER COR STD PLAN 101 40 INSTALL 6-FT TALL BLACK VINYL CHAIN LINK FENCE PER COR STD PLAN 234.60 AND 234.70. 50 INSTALL SWING GATE PER DETAIL ON SHEET C510. 60 INSTALL 6" DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3) BETWEEN CURB AND TREATMENT VAULT. 0 COORDINATE DE -ENERGIZING AND REMOVAL OF EXISTING UTILITY WITH ENGINEER PRIOR TO CONSTRUCTION. LIGHT POLE MUST BE REPLACED WITH NEW POLE PER COR STD PLAN 117.1 AND TOP OF CONCRETE TO MEET COR STD PLAN 120. EXISTING LUMINAIRE TO BE DELIVERED TO COR MAINTENANCE FACILITY. NEW ROADWAY LUMINAIRE ARM TO BE 6-FT IN LENGTH. 80 CONSTRUCT SIDEWALK PER COR STD PLAN 102. REPLACE EXISTING CONCRETE SIDEWALKS FROM EXPANSION JOINT TO JOINT. O9 CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE PER COR STD PLAN 104.4 AND ENLARGED PLAN ON SHEET C510. 10 CONSTRUCT CEMENT CONCRETE ROLLED CURB PER DETAIL ON SHEET C510. 11 TRANSITION CURB BETWEEN CEMENT CONCRETE TRAFFIC CURB AND GUTTER AND CEMENT CONCRETE ROLLED CURB PER DETAIL ON SHEET C510. 12 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. 13 INSTALL POWER CONDUIT AND TYPE 1 JUNCTION BOX TO EXISTING POWER CONDUIT FOR NEW LIGHT POLE. CONDUIT SHALL BE 4-INCH DIAMETER SCHEDULE 80 PVC. 14 CEMENT CONCRETE CURB AND GUTTER AT CATCH BASIN SHALL BE CONSTRUCTED PER COR STD PLAN 101. 15 TRANSITION CURB FROM 6" HEIGHT TO 0" HEIGHT OVER LAST 12" OF LENGTH. 16 REPLACE HMA PAVEMENT FULL DEPTH. MATCH EXISTING HMA DEPTH AND EXISTING GRADE CROSS SLOPE. 17 TRANSITION CROSS SLOPE OF MAINTENANCE ACCESS ROAD FROM STA 15+71 TO STA 16+00 TO FROM TYPICAL MAINTENANCE ACCESS SECTION PER SHEET C510 TO MATCH DRIVEWAY ENLARGED GRADING PLAN PER SHEET C510. 18 INSTALL CHAN LINK FENCE W/ PRIVACY SLATS PER SPECIAL PROVISIONS SECTION 8-12. 19 INSTALL DOUBLE 20-FOOT CHAIN LINK W/ PRIVACY SLATS GATE PER SPECIAL PROVISIONS SECTION 8-12. O20 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. MATCH EXISTING CURB FROM EXPANSION JOINT TO JOINT. OINSTALL 2" OVERLAY OF LASS B ASPHALT PAVEMENT. ASPHALT OVERLAY SHALL APPLY TO ENTIRE LANE WIDTH. SEE SHEET C510 FOR OVERLAY LIMITS. 22 INSTALL 4-FOOT WIDE SINGLE CHAIN LINK GATE. GENERAL NOTES 1. STATION AND OFFSET ARE PER ACCESS ROAD ALIGNMENT UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, STATION AND OFFSET REFERENCES ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 0 HORZ 20 0 20 40 VERT 5 0 5 10 SCALE IN FEET CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER MAINTENANCE ACCESS ROAD PLAN AND PROFILE C501 DRAWING NO. R-408027 SHEET: 27 of 36 © 2023 OTAK, INC.