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Home My WebLink AboutW-413001LENGTH OF CURVE 40.02' DELTA = 90051' 36" O RADIUS = 25' Cn CO TANGENT LENGTH = 35.88' TOC 81.39 TOC 81.32 5' @ TOC 81.79 'I 1:1- 10% PT = 147+02 TOC 81.40 5' @ �/ r. CW 81.87 o00 \ LJJ TOC 81.40 000 ° - CW 81.91 5 \ EXTEND RAMP AND WINGS TO SIDEWALK EDGE AS SHTTOnnW.�-NRR�� dg� + + + \ APPROXIMA'l �>=Y IN't�ED. + + CW81.80+ + a 81.84 + \ �� CW 82.00 TOC 81.49 1 CW 81.71 - CW 81.66 CURRENT DESIGN HAS 5 @ 6.8% LANDING CROSS SLOPE PC = 107+00 TOC 81.15 0 A GREATER THAN 2%. 0 0 8.33% �y CW 81.73 ADJUST IN FIELD AS 100+00 NEEDED TO MEET 2% TOC 81.15 GROSS SLOPE. 5' @ 0.4% CW 81.73 TOC 81.63 CW 81.66 2' 4' GENERAL NOTES: U 1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER z APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS, LANDING AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE. W 2. RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE > WSDOT STANDARDS). DETECTABLE WARNING PATTERN SHALL BE Q YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3) RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER. w3. LANDINGS SHALL BE MINIMUM 4' x 4' z ry 1 PARALLEL ADA RAMP DETAIL lit = 10'-0" 00 z w iE w 0 Elf - a w c� z z 0 Elf F 150+00 + 1 Sim TEG 80.92 oo C01 CW 1.73 FL 80.98 TOC 81.48 \ 100+00 C 81.70, CW 8173 CW 81. EG 81.07 FL 81.15 + TOC 81.63 CW 82.69 z - CW 82.62 > EG 82.00 FL 82.06 TOC 82.56 w 50+00 CW 83.68 z CW 83.61 EG 82.99 FL 83.05 ' TOC 83. I flTOC FL 84.02 GO 84.58// TOC 84.52 CW 84.62 CW 84.55 EG 83.96 0 1 TOC 85.04 EG 84.35 1 TOC 84.97 o • FL J N J 84.42 0+00 TOC 85.42" REFER TO COR STD 1 TOC 85.35 104.2 AND 104.3 FOR R1 B TYPE DRIVEWAY FL 84.85 14 TOC 85.24 GRADING PLAN AT BURNETT AVE 1 = 20 -0 SHEETINDEX C01 - FRONTAGE IMPROVEMENT - ROAD / PAVING / DRAINAGE PLAN CO2 - TYPICAL STANDARD DETAILS CO3 - TYPICAL STANDARD DETAILS C04 - TYPICAL STANDARD DETAILS C05 - TESC / EROSION CONTROL PLAN AVALON PROJECT 14670 NE 8TH ST #200 BELLEVUE, WA 98007 TEL. 714-336-4714 EMAIL: glen@avalonproject. us 26' - 6" (1/2 - 53' ROW) 1/2 OF EXIST'G 28' PAVEMENT WIDTH @ N 33RD PL 2' - 0" 13'-0" 1'-0" z � 1/2 OF EXIST'G 22' PAVEMENT WIDTH @ BURNETT AVE N Lu l H z 0 10, 3' 0.5' CURB O 6" TRAFFIC PROPOSEDLANDSCAPE CONCRETE CURB AND GUTTER PER COR STD. PLAN 101 AND 103 VERTICAL SAWCUT & MATCH EX. GRADE 2% `- 4" HMA CL 1/2" PG 58H-22 6" CRUSHED RESURFACING TOP COURSE (CSTC) TYP. ROW CROSS SECTION A - A 1 : 40 2" BARK OR WOOD CHIP MULCH 12" TOP SOIL TYPE A EQ R 1' WIDE AT 2% MAX. Ili 11r 4" HMA CLASS 1/2' PG 64-22 I1 r 6' CRUSHED ROCK AS RE4UIRED V TYP. ALLEY PAVEMENT DETAIL SECTION B-B 1 : 40 KEY NOTES KEY DESCRIPTION DETAIL/SHEET 1 L� NEW AND EXISTING UTILITIES FROM POWER POLE ARE REQUIRED TO BE UNDERGROUNDED TO HOUSE(S) - COORDINATE WITH THE CITY AND UTILITY COMPANIES [2� EXISTING VEGETATION TO BE REMOVED PRIOR TO CONSTRUCTION ALONG WEST PROPERTY LINE 30 INSTALL NEW STREET TREES PER RMC 4-4-070, REFER TO BUILDING SITE PLAN FOR SPECIES 4S NEW LANDSCAPE BUFFER W/ AMMENDED SOIL [5] NEW 5' CEMENT CONCRETE SIDEWALK PER STD PLAN 102 AND F007 [6� NEW CEMENT CONCRETE CURB AND GUTTER PER STD PLAN 101 [�7 CITY OF RENTON UTILITY DEPARTMENT TO INSTALL NEW 1" WATER METER. INDIVIDUAL PRESSURE REDUCING VALVE DOWNSTREAM (TO BE INSTALLED BY DEVELOPER). WATER METERS TO BE INSTALLED IN THE PLANTER STRIP. SEPERATE WATER METER PERMITS AND DROP IN WATER METER PERMITS AS REQUIRED- SEE COR STD PLAN 320.1 AND 340.5 Color Codes -The utilities will be is a ntified by paimod marks or flans within twenty-four inches on either $ Ie -6f fht ut,14 lim. RED ElpVM YELLOW GaL, Co. FUU1 ORANGE Cable, TV, Telaphona BLUE omm!p vwatar GREEN !9urdul 8' 5' -00 PLANTER SIDEWALK EQ PROPOSED STREET TREE 1.5% MAX. 1.5% MAX. PROPOSED 4" CEMENT CONCRETE SIDEWALK PER COR STD. PLAN 102 6" CRUSHED RESURFACING TOP COURSE (CSTC) GRADING PLAN AT N 33RD PL 1 " = 20'-0" i' WIDE AT 2% MAX. L EXISTING FIRE HYDRANT 1 /� I g o I o o g o / F-7 T - - - - - - - - - - 150+00 / EXIST'G SSHM RIM 80.45' IE. (MC) 72.35' - I NEW TYRE 1 CB RIM 81.5Q' IE 78.45' SW 12" DI T / 8" DI WATER MAIN NEW 5 LF 12" DI 8% IE 79.1 E 12 DI 8" SEWER MAIN _ NEW TYPE 1 CB / -- -- -- b -RIM 85.45' EXIST'G CB (TO BE REMOVED) - - - M - -- - -- - - - YE 82 98'-E RIM 81.20' I N 33RD PL Q i IE-82.46' W IE 78.15' SW 12" DI I REFER TO COR STD. IE 78.8' E 12" CONC. 00 - - I PLAN 200.30, 202.00, / TO BE REMOVED I 3 6 10 I 4 204.00, 204.20, 203.00 12 5'-0" 0 I �12 NEW 23LF 2"DI@2.5% �' ---- 15 - -- MIN. NEW 84 LF 12" DI 4% �- EXIST'G CB IT BE REMOVED) I -/ RIM 80.72' A - _ IE 77.66' 12" DI W IE 77.87' 12" DI E 7 M 11 NEW 8'LANDSCAPING NDSCAPING WM 00 I 3 SDHM RIM 80.4 IE 77.87' 12" D S 8 BUFFER IE 73.851 - - i 24" DI N �� }' - 5'- 0" NEW 5' SIDEWALK" -� o 24" D1 S N 105.04' N 89056' 39" E 12" DIE EXIST'G TO --1- \ v± - - MIN.- o - -- o in 12" DI E --- -- _ 12 EMAIN \� FOUND 1/2" o I PRV C.O. 55.02'- - N 89056' 39" E FOUND 1/2" -_777PRV- �,� -C.O.- - ; - 50.02' N 89056' 39" E REBAR & CAP - PER (53.50' AFTER DEDICATION) REBAR & CAP PER COR DIMENSIONS NOTED ARE BASED ON RELOCATE TYPE CB PLS No. 29537 o COR 406.1 DIMENSIONS NOTED ARE PLS No. 29537 406.1 LUA20-000163 ( LOT LINE ADJUSTMENT) RIM 80.90' EL. 82.99' L RIM = 84.5' BASED ON EL. 84.61' RIM = 86.5' TYP. U.N.O IE 77.66' 12" DI W I IE = 78.5' LUA20-000163 (LOT LINE IE = 80.5' IE 77.87' 12" DIE p ADJUSTMENT) TYP. U.N.O 7 8 ABANDON EX. SIDE LU IE 77.87' 12" DI S - � 0 5 CCIAICD CTI ID + z o°o° I I - FINAL TRENCH RESTORATION 100 00 OR o o I I I 0 15 LF 6" DI SHIFT SIDE SEWER STUBI FOR ALL WATER SERVICE LINES of FOOTING DRAIN STUB— EAST TO AVOID TREE TO BE PERFORMED BY 11 w/ CLEANOUT ROOTS DEVELOPER'S CONTRACTOR RIM. 84.5' 8-0 5- 0 � IE. 82.25 � 10 I DEDICATION TO 13 MATCH RADIUS OF SIDEWALK 0 KEY DESCRIPTION DETAIL/SHEET SEWER STUB SHALL BE 6 INCH IN L THE RIGHT OF WAY AND MAY BE REDUCED TO A 4 INCH SIDE SEWER ON PRIVATE PROPERTY - 6"x6"x6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY'SEWER' ON LID). CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD. CONCRETE PAD TO BE 8" IN DEPTH. REFER TO COR STD. PLAN 406.1 9 TRANSITION FLOW LINE FROM NEW CURB & GUTTER TO ASPHALT THICKENED EDGE AT 2:1 MAX. TAPER. MATCH EXISTING GRADE 10 3' MIN. SAWCUT (FROM FACE OF CURB) & MATCH EXISTING GRADE. PAVEMENT PATCH PER CITY STANDARDS - PER COR STD PLAN 103 11 CUT & CAP EXISTING 3/4" WATER METER - PER DEMO PERMIT REQUIREMENTS - W20000881 12 INSTALL/RELOCATE NEW CB AND GRATE PER COR STD DETAIL 200 1 REMOVE EXISTING WOODBOARD FENCE PRIOR TO ROW CONSTRUCTION 14 ASPHALT TRANSITION FROM SIDEWALK TO EX. GRADE @ MAX. 8 PERCENT 15 CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE R1 B SEE DETAIL - STANDARD PLAN 104.3 6" CURB & fER 4 \ A \ z 3 LJJ 0 > 50+00 � [61 I w z L.I. I m PIPE MATERIALS SHALL BE VERIFIED AND MEET THE MINIMUM COVER REQUIREMENTS FOUND IN TABLE 4.2.1.A2 OF THE RSDWM. NEW 96 LF 18" DI @ % NEW TYPE 1VCB RIM 84.75' PER COR STD PLA 200 IN LANDSCAPE AREA IE82.07'18"DIN IE82.0'18"DIS IE82.0'18"DI SE g WITH SOLID LID STD. PLAN 400.20, 204.50, 204.60 NEW 26 L 18" DI @ 2% 0+60 IE 8 .0' / 14 DEBRIS BARRIER STD. PLAN 223.00 2 Am- I 1 I Y J -1' - 6" REQUIRED ROW DEDICATION A I W 0 / I � I W W Z M I o 0 o I Z }< o rn o I 00 ENTIRE LOT IS STRAW COVERED DURING CONSTRUCTION ACTIVITIES � � I EXIST G CB (TO REMAIN IN LANDSCAPE AREA) RIM 86.0' (RIM EL. SHALL BE \ FLUSH WITH FINAL GRADE IN LANDSCAPE STRIP IE 83.33' E, W 12" CONC. REPLACE WITH SOLID LID COR STD. PLAN 204.10 FOUND 1/2" REBAR & CAP PLS No. 29537 EL. 85.61' 15LF6"DI FOOTING DRAIN STUB w/CLEANOUT RIM. 86.5' IE. 84.25' INSTALL TYPE III BARRICADE AT EAST END OF ALLEY. FOUND 1/2" REBAR & CAP m OUND 1/2" PLS N29537 I U. j REBAR & CAP EL. 85.58' NEW 16 LF 18" DI @ 2% I 1 PLS No. 29537 105.04' N 89 56' 39 E o DEL. 89.86' k ' ' 55.02' N 89056' 39" E 50.02' N 89056' 39" E NEW TYPE 1 CB - PER (53.50' AFTER FRONTAGE DEDICATION) DIMENSIONS NOTED ARE BASED ON COR STD PLAN 200 o = DIMENSIONS NOTED ARE BASED ON LUA20-000163 (LOT LINE ADJUSTMENT) TYP. U.N.O 9/ VANED GRATE RIM _ _-LUA20-000163 (LOT LINE ADJUSTMENT) TYP. U.N.O_ _ _ _ _ _ _ _ _ _ _ _ _ r \ ��n C - .-- IE. 86.79' 18" DI W "t3 -7 77A �\ N E 5 SOUTH 0 NE m4 BEGIN NEW AC PAVEMENT --------------- R-413001 i I NEW110LF18"DI@4% / VV-413001 NEW TYPE 1 CB - L1PE MATERIALS SHALL BE I U PER COR STD PLAN 200 VERIFIED AND MEET THE W/VANED GRATE RIM 85.25' MINIMUM COVER IN COMPLIANCE WITH CITY OF RENTON STANDARDS �J IE. 82.39' 18" DI W REQUIREMENTS FOUND IN IE. 82.46' 18" DI E TABLE 4.2.1.A2 OF THE RSDWM. REGIONAL FIRE AUTHORITY ��NToti STD. PLAN 220.00 DEVELOPMENT ENGINEERING APPROVED QF O Nathan Janders 09/16/2020 cthomas 09/16/2020 "qF"E >V``• SURFACE WATER UTILITY • 3 jfarah 09/16/2020 TAW CURRENT PLANNING v WATER UTILITY WASTEWATER UTILITY Angelea Weihs 07/23/2019 agafour 09/16/2020' . AFowler 09/17/2020 HORIz019 VERTICAL NAVD BURNETT AVE INC 1/31/2020 1983/1� 3302 BURNETT AVE N, RENTON, WA 98056 L991 , LAD FIELDBOOK: \ RENTON PAGE ENE INCH DRAWING N FULL g/ g/ FRONTAGE IMPROVEMENT C01 Plannin B uildin Public Works ,'H SCALE RDINGL Dept. ROAD / PAVING / DRAINAGE PLAN OF* 5 :ORDINGLY OF* 5