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HomeMy WebLinkAboutR-408029NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ICJ (-1R MW INFII TRATI(-1NI (.HANARFR (-,Al I FRY NOTES: 1. CROSS SLOPE SHALL VARY FROM STATION 15+71- 16+00 IN ORDER TO TIE INTO THE BACK OF DRIVEWAY ENTRANCE. SPOT ELEVATIONS PER SHEET C502. MAINTENANCE ACCESS ROAD SECTION NTS STA 15+99.82, 6.28'RT I 1 I EL-340.99 STA 16+00.23, 3.71'LT EL=341.06 STA 15+99.49, 14.37'RT DRIVEWAY PAY LIMITS _, STA 16+00.65, 13.70'LT EL=341.30 STA 15+99.16, 22.45'RT EL=341.62 15.67' o p 00 a 24" STA 16+07.16, 22.73'RT d - CITY OF RENTON EL=341.53 a 12" STA 16+15.10, 23.05'RT MAINTENANCE ACCESS ONLY TBC, EL=341.48 (MATCH EXIST.) r PEAii ���llllllllllii/�i CONSTRUCTION NOTES 0 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3) BENEATH PAVEMENT AND CURB. 20 4" COMPACTED DEPTH HMA, CLASS%" PG 58H-22. 30 CEMENT CONCRETE CURB AND GUTTER. CURB TYPE PER SHEET C501 - C502. 40 FINISHED GRADE NOT STEEPER THAN 3H:1V UNLESS OTHERWISE STATED. 50 NON -INFILTRATION MATERIAL OR 6" DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3). 60 18" TOPSOIL TYPE A PER DETAIL ON SHEET L702. 0 CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3) OR 18" TOPSOIL TYPE A FOR PLANTED AREAS. SEE SHEET L701 FOR PLAN VIEW LOCATION OF SHOULDER SURFACING. 80 CEMENT CONCRETE TRAFFIC CURB PER COR STD. PLAN 101. 90 6" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE PER WSDOT STD. SPEC 9-03.9(3) MAINTENANCE ACCESS ROAD SHOULDER, LIMITS PER PLAN. EL=341.25 I STA 16+01.22, 27.5VLT SLOPE VARIES EL=341.00 CURB PER SHEET C501 STA 16+00.98, 21.69'LT EL=341.00 101, 2" p STA 16+09.20, 27.1 VLTEL=340.83 IIR=13 ° a a ° STA 16+16.96, 21.071T R=12" ° a TBC, EL=340.75 a STA 16+17.20, 26.861T TBC, EL=340.64 (MATCH EXIST.)_ 2 a a. a a al° ° A STA 16+07.81, 6.61'RT C� ° EL=340.87 0 )TES: STA 16+15.47, 14.94'RT STA 16+08.64, 13.37'LT rn TBC, EL=341.38 EL=341.13 /V1t4 OF1. SIGN SHALL BE FURNISHED INSTALLED WITH DIMENSIONS, COLOR, AND STA 16+15.80.75 , 6.94'RT STA 16+16.63, 13.04'LT A I/E NE 2" OVERLAY 21.18' ASPHALT SHAALL CLASS B 2 EL=340L APPLY TO LETTERING PER WSDOT SIGN FABRICATION MANUAL AND SIGN DETAIL R10-18. I EL=340.39 ENTIRE LANE -WIDTH NOTES: 2. SIGN SHALL READ TEXT SHOWN IN DETAIL. SIGN DETAIL NTS VARIES (CLOSED: E T-6", i LOCKING CONNECTION (a OPEN: TO I DETAIL, THIS SHEET BE SET i LOCKING PIPE POST 4" I.P.S. STD. WT J IN FIELD) SEE NOTE 7 77 � c I• I� 3 I I•-�. 5'-0" MIN o r i LOCKING PIPE FOOTING, SEE NOTE 3 a 0 U Y V-0" 0 MIN. SWING GATE NTS 17' L SEE NOTE 5 SIGN, SEE NOTE 6 SWING GATE = 6" SQUARE TUBE CARBON STEEL HSS6X6X.250 SUPPORT PIPE=3-1/2" I.P.S. CARBON STEEL SCHED. 80(XH) (4" O.D.) OUTER PIPE=5" I.P.S. STD. WT. (5-1/2" O.D.) 1" MIN. HINGE POST FOOTING, SEE NOTE 3 INNER HINGE PIPE=3-1/2" I.P.S. CARBON STEEL SCHED. 80(XH) (4" O.D.) #4 REBAR, 90 DEGREE SKEW FROM OTHER ANCHOR, EXTEND THROUGH PIPE 6" INTO CONCRETE FOOTING 1 i I DESIGNER DRAWN BY CHECKED BY CD TT RG a NO. REVISION COMMENTS BY REVIEW DATE n 1 SI 001 - ACCESS ROAD PROFILE VERTICAL ADJUSTMENT CDD CDD 03/19/2024 z SI 003 - SWING GATE CDD CDD 07/11/2024 a SI 003.1 - SWING GATE OUTER HINGE PIPE CDD CDD 07/18/2024 a i a I I I I I NOTES: 1. DRIVEWAY ENTRANCE AND CURB AND GUTTER SHALL BE PER COR STD PLAN 104.4 AND 104.2. CONCRETE APRON SHALL BE 8-FOOT IN WIDTH, BEHIND EXISTING CURB TO MEET COR STREET STANDARDS. THIS ALLOWS FOR FUTURE 8-FOOT WIDTH PLANTER AND 8-FOOT SIDEWALK BY OTHERS. 2. DRIVEWAY ENTRANCE AND SIDEWALK SHALL BE CONSTRUCTED PER THE DIMENSIONS AND ELEVATIONS SHOWN ABOVE. DRIVEWAY ENTRANCE - ENLARGED PLAN DETAIL SCALE: 1 "=10' 2'-0" 0 MIN. %" END PLATE LOCKING PIPE POST 4" I.P.S. STD. WT SIDE VIEW LOCKING CONNECTION DETAIL CITY OF RENTON PUBLIC WORKS 1055 SOUTH GRADY WAY, 5TH FLOOR- RENTON, WA 98057 MONROE AVE NE INFILTRATION FACILITY CITY PROJECT SWP-27-4080 nlA kl/ nAT -MI n/V IAI'lr-- /4 uv 1 -1, LOCKING PIPE POST 4" I.P.S. STD. WT TOP VIEW Otak _.. a 0 _. ej, L 11241 Willows Road NE, Suite 200 Redmond, WA 98052 425.822.4446 www.otak.com 1. ROLLED CURB AND GUTTER TO MATCH POSITIVE SUPERELEVATION CEMENT CONCRETE ROLLED CURB DETAIL NTS 1. SWING GATE TO BE FURNISHED AND INSTALLED BY CONTRACTOR. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 2. SWING GATE SHALL BE GALVANIZED. PAINT ALL FIELD WELDS WITH ZINC COMPOUND FOR COLD GALVANIZING. 3. CONCRETE SHALL BE CLASS 4000. SLOPE TOP OF CONCRETE TO DRAIN AWAY FROM POST. 4. DO NOT INSTALL GATE UNTIL CONCRETE FOOTING HAS CURED 7 DAYS. 5. CONTRACTOR SHALL INSTALL 8 FOOT LONG x 2" WIDE RED/WHITE STRIPED REFLECTIVE TAPE CENTERED ON BOTH SIDES OF SWING ARM. 6. CONTRACTOR SHALL INSTALL SIGN READING "CITY OF RENTON MAINTENANCE ACCESS ONLY" TO ENTRANCE SWING GATE. SIGN DIMENSION, LETTERING, AND COLOR PER DETAIL ON THIS SHEET. SIGN SHALL BE ATTACHED TO GATE ARM WITH GALVANIZED STEEL HARDWARE. 7. ADDITIONAL LOCKING PIPE POST REQUIRED TO ALLOW FOR SECURING GATE IN OPEN POSITION. LOCATION PER SHEET C502. HEIGHT TO BE SET IN FIELD TO MATCH OPEN POSITION SWING GATE HEIGHT. I CEMENT CONCRETE CURB PER COR STE BACK OF r 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 Al RAM =nlAIM rM =AKIn ITInAI ) CURB AND Z ,NSION VIENT VERTICAL NOTES: 1. ALIGN BACK OF VERTICAL, TRANSITION, AND ROLLED CURB. CURB TRANSITION DETAIL NTS CALL BEFORE YOU DIG 1-800-424-5555 OTAK 33201.A PROJECT NUMBER MAINTENANCE ACCESS ROAD SECTIONS AND DETAILS C51 0 DRAWING NO. R-408029 I SHEET: 29 of 36 © 2023 OTAK, INC.