The URL can be used to link to this page

Home My WebLink AboutR-408028NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CONSTRUCTION NOTES pat I / t 18 STA 15+99.24, 28.021T BEGIN STA 15+98.81 16.28 LT 18 END / 19 BEGIN OAPA 15+10.25, 6.00'LT O 17 STA 16+00.65, 13.70'LT EL=341.25 IAHA-02 AHA 01 3 17 STA 15+90.65, 14.11'LT T-6" C NKFENG, AP, EL=341.36 37P 07 STA 15+71.28, 12.16'LT ' TP-04 2 / O EL=340.99 / (DSTA 15+06.22, 6.00'RT 14 STA 14+06.10, 9.37'RT(1 4 n AP � STA 14+06.10, 17.33'RT 4 AP 15+00 --i 12 17 STA 15+71.28, 5.1 VRT AP, EL=340.64 12 17 STA 15+90.65, 5.90'RT EL=340.96 15 17 STA 15+99.82, 6:RT 29'RT EL=340.99 STA 15+97.89 8.71 19 ENp' 18 BEGIN 18L15+97.38, 22.39'RT GSTA 16+07.56, 22.76'RT 18 STA 16+06.11, 50.39'RT END DBEGIN STA 16+15.05, 23.08'RT1 MATCH EXIST. f HIGH PT STA: 15+90.55 HIGH PT ELEV: 341.07 PVI STA:15+83.10 PVI ELEV:341.25 K:5.60 0 ®■ a 1 E 8 0 F LL DEPT JOINM 9 STA 16+17.20, 6.88'L 2 BEGIN MATT�H EXIST. 1TV v_T_ 21 16 g I � � I16+80 STA 16+59.72, 12.90'RT 20 7 i a END IMATCH EXIST. P > STA 16+59,23, 24.89'RT 20 P 11 P d� BEGIN MATCH EXIST. 0 8 W � z i 13 > W~ i SS MH Q I 46" CONC W 3 RIM = 342.20 O 90"PVC (N) IE = 335.00 0 IO"PVC (S) IE = 334.80 z � � CO G LVC:31.72 00 00 � 0O a' 00 LI? O o Co M V CV CS) O coo 't CO v ii > ii ii L j co w L j M ♦- ui cn J ♦- w J cn w 345 345 ................... ................... ................... ................... ................... ................... ................... ................... ................... . .................. m ...... ............. w .... ........... ................... ................... > > ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... .... m ............ ................w ....... ........... ................... ................... .......................................................................................................................................................................................................................................................................................... ................... ................... ................... ................... ................... ................... ................... ................... ... STAGE ................I 1 FI ISHED GRADE ................... ... ................... ................... ................... ................... ................... ................... ................... ................... ...... ...... ............ ............ .................. .................. ....... ....... ........... ........... ................... ................... ................... ................... ................... ................... ................... ................... .............. ................... ................... ................... ................... ................... ...... ............ .. .................. .................. ....... 1�Oo ........... ... /d ... ................... ................... -- ................... ................... "'-- 340STAGE ................... ................... ................... ................ .. ................... ...... 2 JISHED GRADE y......... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... .............. ................... ........... .... ....... ................... ................... ................... . ................. .................. ................... ................... ................... ................... ................... ................... ._._.y . .................. ..... ... ......... ......-.-....... ................... y . r .-.............. ................... ................... - - ................... ................... ................... ................... ................... ................... ................... ................... ................... 340 ................... - ............ ................... - ..... .-.. ................... ................. ..- .- ................... .T �... ................... ................. ................... .. .....-.-.- .......... .... ... .... �.-...... ................... ........ _ ................. -. a-..... 4.16 0........ .. ............ . .. ................... ................... ................... ......�.y ............ ...................................... ...................................... . r.. .. ................. ................... ................. ................... ................... ................... ................. ................... ................... ................... ................. ................... ................... ................... ................. ................... ................... ................... ................. ................... ................... ................... ................. ................... ................... ................... ................... ................... ................... 335 ................... ................... ................... ................... .............. .. ...... ................... ................... ........ ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... 335 330 ................ ................... ............................................................................................................................................................................................................................................................................................. ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ...................................... ................... ................... ................... ................... ...................................... ................... ................... ................... ................... ................... ................... ...................................... ................... 330 325 ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ............................................................................................................................................................................................................................................................................................. 325 320 ............................................................................................................................................................................................................................................................................................. ............................................................................................................................................................................................................................................................................................. ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... ................... 320 ................... ................... ................... ................... ................... ................... ...................................... ................... ................... ................... ................... ................... ................... ................... 315 W N W O M 1� Lr)M O (9 (D N O ao M M co (9 6) 00 O 00 (D 6) ti O CV M O CO M N Lf) M M Li) M co I� M (9 ti co (9 cc) M � 00 M M O M O O M O O O V _ N () cl) M M M M M cl) M M M M M cl) M M co M M M M M M M M M M M M � M <,-) � M <,-) � M 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 i I DESIGNER DRAWN BY CHECKED BY CD TT RG a NO. REVISION COMMENTS BY REVIEW DATE n , ADDENDUM NO.3 CDD CDD 10/04/2023 z SI 001 - ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03/19/2024 a SI 003 - SWING GATE CDD CDD 07/11/2024 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 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 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. 20 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER COR STD PLAN 101. MATCH EXISTING CURB FROM EXPANSION JOINT TO JOINT. 21 INSTALL 2" OVERLAY OF CLASS 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. Q0 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 C502 DRAWING NO. R-408028 SHEET: 28 OF 36 © 2023 OTAK, INC.