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Home My WebLink AboutR-361469STA 50 +77.5 MATCH EXIST R2 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 50 +47.05 TOP OF CURB 33.95' LT 39.84' LT ELEVATIONS: A = 11016'53" BEGIN 29.67' R = 22.00' Y4A 29.54' L = 42.35' Y2A 29.41'' T = 31.58' 3/4A 29.28' PT- 50 +67.59 END 28.89' L = 69.54' LT 1/2A 33.10' L = *RAMP LOCATION R1 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 15 +87.09 TOP OF CURB PC - 33.95' LT ELEVATIONS: PC - A = 62'00'32" BEGIN 29.34'* R = 50.00' Y4A 29.91' L = 54.11' Y2A 29.98' T = 30.05' 3/4A 30.04' PT- 49 +94.52 39.67' LT END 30.11' 0 LO M + H- w w a („ QO N 0 0 a Cq Cq V) o w v + z J Q x � U � EXIST R/W- P 4 F A I � � o w I 1 14 ' c7n STA 50 +54.90, 49.03' LT 6 R2 zn h w W U%WASHi TON BLVD N -28- - - -- W N49 '� +0 I /-IN T SD 1 vN - -� \N sU Pa 4 R3A INTERSECTION CURVE DATA 4 R38 INTERSECTION CURVE DATA HORIZONTAL RADIUS VERTICAL HORIZONTAL VERTICAL PC - 17 +64.48 TOP OF CURB PC - 50 +64.78 TOP OF CURB 2 40.81' LT ELEVATIONS: 48.18' LT 43.03' RT ELEVATIONS: A = 114'26'05" BEGIN 35.86' A = 64'32'01" BEGIN 30.26' R = 30.00' 1/4A 34.52' R = 60.00' 1/4A 28.85' L = 59.92' 1/2A 33.10' L = 67.58' 1/2A 28.41' T = 46.58' 3/4A 31.68' T = 37.88' 3/4A 28.73' PT- 50 +64.78 END 30.26' PT- 51 +79.52 END 29.06' RAMP MIDPOINT 43.03' RT 45.23' LT 29.50' 31.34' RT 28.85' R - 4 36I 9 6 PLAN r 5 10 20 40 60 SIDEWALK LAYOUT POINTS # : DATA STATION OFFSET RADIUS LENGTH ELEVATION 1 1 15 +91.86 47.44' LT 38.00' 41.13' - 2 qMIDPOINT 49 +98.05 48.18' LT - - - 3 30.17' 15+86.16 33.95' LT - - - 4 END 48 +48.48 51.35' LT 50.20' - 28.12' 5 48 +71.84 27.46' RT - - - 6 RAMP MIDPOINT 50 +64.82 48.98' LT - - - 7 RAMP MIDPOINT 50 +93.63 45.23' LT 29.50' - 28.85' 8 RAMP MIDPOINT 49 +91.21 39.77' LT - - - 9 RAMP MIDPOINT 50 +41.76 56.20' RT - - - LOGAN AVE N 4 U 1 2 (I = a 1 1° 6 ©5 PROVIDE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS PER WSDOT STD PLAN 16 +00 17+ 18+00 19 +00 19 +47.67 A- 60.10 -01, EXCEPT PROVIDE THICKENED EDGE PER DETAIL, SHT 7. N 43'48'09` E N .43'48'09" E © PROVIDE LONGITUDINAL JOINT BETWEEN CEMENT CONCRETE PAVEMENT AND ASPHALT s PAVEMENT PER WSDOT STD PLAN A- 40.10 -02. ° 3 LOGAN AVE N STA 16 +43.84 - x tiGARDEN AVE N STA 49 +47.17 00 o 0 END PROJECT ® PROTECT EXIST CATCH BASIN OR STORM DRAIN MANHOLE. a A o I STA 18 +89.64 ° + MATCH EXIST ELEVATION AT FLOWLINE ©9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER MEANDERING SIDEWALK PLAN AND PROFILE, LO 10 12 ! SHEET 7. U 00 2 N 1 28 21 Q4 31 INSTALL BEAM GUARDRAIL NON- FLARED TERMINAL WITH 25' STRAIGHT SECTION, PER So 17 a R4 P P WSDOT STD PLAN C -4e. GUARDRAIL POSTS SHALL BE INSTALLED DIRECTLY BEHIND CURB. D P STA 17 +56.73, 49'7 LT TO STA 17 +81.73, 48.5'± LT, APPROX. 25 LF. P . "c B P P Q 6P 3© INSTALL UL," DI WATER PIPE FOR IRRIGATION SERVICE CONNECTION. \ O 6 6 / EX JT R W CDs,.% C✓ ID C) �-✓ • ETA 69 1 24.96, 21.30' � T APPROX. 27 - r p ^ ^ ^ ° STA 50 +26.99, 14.45' LT, APPROX. 34 LF. 4 } 10 • 5,• 6 -= " -- INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN 310.1. REMOVE 35 FOR GRADING AROUND LUMINAIRE, SEE TYPICAL SECTIONS, SHEET 5. CONSTRUCTION NOTES EXISTING 12" TEE AND 6" VALVE AT MAIN LINE AND REPLACE WITH NEW 12 "X6" O 6 2 17,111Q1 MATCH EXISTING. 13 CUT -IN TEE (MJXFL) WITH 6" GATE VALVE (FLXMJ) AND 2 -12" MJ SLEEVES. 36 FOR CURB INSTALLATION AT CATCH BASINS, SEE CITY OF RENTON STD PLAN 101.1. 21 ,� ?/� EXIST 2O INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN 14 MATCH TO NEAREST EXISTING JOINT. Qj 37 PROPOSED ART SCULPTURE TO BE INSTALLED BY OTHERS. COORDINATE INSTALLATION Q ESMT F- 10.12 -02. WITH THE ENGINEER. 2 EXIST R/W 9, 16 ADJUST SEWER MANHOLE PER CITY OF RENTON STD PLAN 400.4 AND REPLACE FRAME 16 9" ® CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 4 & 5. AND COVER PER CITY OF RENTON STD PLAN 401. 38 INSTALL MODIFIED CEMENT CONCRETE TRAFFIC CURB AND GUTTER TYPE A PER DETAILS, 8 S ' ?q �• SHEET 7, FROM STA 17+74.48, 40.77 LT TO STA 50 +64.78, 43.04' RT, APPROX. 70 LF. u, Pq 05 INSTALL MONOLITHIC CURB WITH CURB JOINTS ON TOP OF NEW CEMENT CONCRETE 17 ADJUST WATER VALVE AND REPLACE VALVE BOX AND LID PER CITY OF RENTON STD 26 x'01 7 PAVEMENT PER ROADWAY DETAILS, SHEET 7. SEE SPECIAL PROVISIONS. PLAN 330.1. 39 INSTALL CURB TRANSITION FROM 6" CURB HEIGHT TO 0' CURB HEIGHT TO MATCH EXISTIN 24 98 ROADWAY ELEVATION FROM STA 18 +89.62, 40.19' LT TO STA 18 +95.62, 40.02' LT, '9T :/� ? • © INSTALL PARALLEL CURB RAMP WITH 5' MINIMUM LANDING WIDTH, PER WSDOT STD 18 ADJUST MONUMENT AND REPLACE CASE AND COVER PER WSDOT STD PLAN 4 APPROX. 6 LF. M cy �,N ¢ 20 29 PLAN F- 40.12 -01. A- 10.30 -00. F slq 25 7 40 INSTALL ASPHALT TRANSITION PER DETAIL, SHEET 6. R4 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 48 +45.89 TOP OF CURB 1 24.00' RT 4 A = 62'00'04' BEGIN 29.45' R = 99.00' Y4A 29.15'' L = 107.13' Y2A 30.17' T = 59.49' Y4A 31.56' PT- 17 +04.73 END 33.17' A LOGAN AVE N 4 U 1 2 (I = a 1 1° 6 ©5 PROVIDE LONGITUDINAL AND TRANSVERSE CONSTRUCTION JOINTS PER WSDOT STD PLAN 16 +00 17+ 18+00 19 +00 19 +47.67 A- 60.10 -01, EXCEPT PROVIDE THICKENED EDGE PER DETAIL, SHT 7. N 43'48'09` E N .43'48'09" E © PROVIDE LONGITUDINAL JOINT BETWEEN CEMENT CONCRETE PAVEMENT AND ASPHALT s PAVEMENT PER WSDOT STD PLAN A- 40.10 -02. ° 3 LOGAN AVE N STA 16 +43.84 - x tiGARDEN AVE N STA 49 +47.17 00 o 0 END PROJECT ® PROTECT EXIST CATCH BASIN OR STORM DRAIN MANHOLE. a A o I STA 18 +89.64 ° + MATCH EXIST ELEVATION AT FLOWLINE ©9 CONSTRUCT CEMENT CONCRETE SIDEWALK PER MEANDERING SIDEWALK PLAN AND PROFILE, LO 10 12 ! SHEET 7. U 00 2 N 1 28 21 Q4 31 INSTALL BEAM GUARDRAIL NON- FLARED TERMINAL WITH 25' STRAIGHT SECTION, PER So 17 a R4 P P WSDOT STD PLAN C -4e. GUARDRAIL POSTS SHALL BE INSTALLED DIRECTLY BEHIND CURB. D P STA 17 +56.73, 49'7 LT TO STA 17 +81.73, 48.5'± LT, APPROX. 25 LF. P . "c B P P Q 6P 3© INSTALL UL," DI WATER PIPE FOR IRRIGATION SERVICE CONNECTION. \ O 6 6 / EX JT R W CDs,.% C✓ ID C) �-✓ • ETA 69 1 24.96, 21.30' � T APPROX. 27 - r p ^ ^ ^ ° STA 50 +26.99, 14.45' LT, APPROX. 34 LF. 4 } 10 • 5,• 6 -= " -- INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STD PLAN 310.1. REMOVE 35 FOR GRADING AROUND LUMINAIRE, SEE TYPICAL SECTIONS, SHEET 5. CONSTRUCTION NOTES EXISTING 12" TEE AND 6" VALVE AT MAIN LINE AND REPLACE WITH NEW 12 "X6" O 6 2 17,111Q1 MATCH EXISTING. 13 CUT -IN TEE (MJXFL) WITH 6" GATE VALVE (FLXMJ) AND 2 -12" MJ SLEEVES. 36 FOR CURB INSTALLATION AT CATCH BASINS, SEE CITY OF RENTON STD PLAN 101.1. 21 ,� ?/� EXIST 2O INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN 14 MATCH TO NEAREST EXISTING JOINT. Qj 37 PROPOSED ART SCULPTURE TO BE INSTALLED BY OTHERS. COORDINATE INSTALLATION Q ESMT F- 10.12 -02. WITH THE ENGINEER. 2 EXIST R/W 9, 16 ADJUST SEWER MANHOLE PER CITY OF RENTON STD PLAN 400.4 AND REPLACE FRAME 16 9" ® CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE TYPICAL SECTIONS, SHEETS 4 & 5. AND COVER PER CITY OF RENTON STD PLAN 401. 38 INSTALL MODIFIED CEMENT CONCRETE TRAFFIC CURB AND GUTTER TYPE A PER DETAILS, 8 S ' ?q �• SHEET 7, FROM STA 17+74.48, 40.77 LT TO STA 50 +64.78, 43.04' RT, APPROX. 70 LF. u, Pq 05 INSTALL MONOLITHIC CURB WITH CURB JOINTS ON TOP OF NEW CEMENT CONCRETE 17 ADJUST WATER VALVE AND REPLACE VALVE BOX AND LID PER CITY OF RENTON STD 26 x'01 7 PAVEMENT PER ROADWAY DETAILS, SHEET 7. SEE SPECIAL PROVISIONS. PLAN 330.1. 39 INSTALL CURB TRANSITION FROM 6" CURB HEIGHT TO 0' CURB HEIGHT TO MATCH EXISTIN 24 98 ROADWAY ELEVATION FROM STA 18 +89.62, 40.19' LT TO STA 18 +95.62, 40.02' LT, '9T :/� ? • © INSTALL PARALLEL CURB RAMP WITH 5' MINIMUM LANDING WIDTH, PER WSDOT STD 18 ADJUST MONUMENT AND REPLACE CASE AND COVER PER WSDOT STD PLAN 4 APPROX. 6 LF. M cy �,N ¢ 20 29 PLAN F- 40.12 -01. A- 10.30 -00. F slq 25 7 40 INSTALL ASPHALT TRANSITION PER DETAIL, SHEET 6. R4 INTERSECTION CURVE DATA HORIZONTAL VERTICAL PC - 48 +45.89 TOP OF CURB 1 24.00' RT ELEVATIONS: A = 62'00'04' BEGIN 29.45' R = 99.00' Y4A 29.15'' L = 107.13' Y2A 30.17' T = 59.49' Y4A 31.56' PT- 17 +04.73 END 33.17' 48.38' RT *RAMP LOCATION ¢8 Q7 REPLACE METAL HANDRAIL WITH LIKE KIND, AS APPROVED BY THE ENGINEER. 19 GAS VALVE TO BE ADJUSTED BY OTHERS. '`Op 9' • STA 48 +20.33, 34.63' RT TO STA 48 +41.87, 26.00' RT, 24.00 LF. 41 INSTALL PERPENDICULAR CURB RAMP PER WSDOT STD PLAN F- 40.15 -01. FOR SF/F�T AP STA 48 +03.49, • STA 48 +20.34, 40.34' RT TO STA 48 +62.78, 35.52' RT, 44.00 LF, CONSTRUCT CEMENT CONCRETE PAVEMENT WIDENING PER TYPICAL ROADWAY SECTIONS, ADDITIONAL DETAILS, SEE SHEET 6. 7S 5 1 24.00' RTQ SHEET 4 AND PROVIDE SAWED TRANSVERSE JOINTS PER WSDOT STD PLAN ® GRIND BUTT JOINT PER DETAIL, SHEET 6. A- 40.10 -02. ® INSTALL THICKENED EDGE SIDEWALK WITH EXTRUDED CURB FROM APPROX STA 50 +05, 21 EDGE GRIND PER DETAILS, SHEET 6. 48'± LT TO STA 50 +15, 48'1 LT. EXACT LOCATION AND LIMITS TO BE SET IN THE FIELD 10 CONSTRUCT PEDESTRIAN ISLAND PER PEDESTRIAN ISLAND SECTION AND DETAILS, 0 BY THE ENGINEER. FOR DETAILS, SEE SHEET 7. NOTES: SHEET 6. CALL 3 WORKING DAYS FOR GENERAL CONSTRUCTION © CITY TO INSTALL IRRIGATION METER PER RENTON STD PLAN 320.1 AND CONNECT TO 43 INSTALL METAL HANDRAIL, MATCH EXISTING RAILING ON GARDEN AVENUE, AS APPROVED BEFORE YOU DIG: NOTES, SEE SHEET 17. Q4 � 6 IRRIGATION SERVICE LINE. FOR IRRIGATION POINT OF CONNECTION EQUIPMENT, SEE BY THE ENGINEER. FOR UTILITY AS- BUILTS, CURB E T EE,E .E, . PER .EE , , .,, E�ET ., �T.,, T IRRIGATION PLANS, SHEETS 39 - 42. STA 50 +51.48, 57.47' RT TO STA 17 +56.86, 49.40' LT, 24.00 LF. 811 STAKING AND RAISED IRON DATA, 12 ADJUST CATCH BASIN OR STORM DRAIN MANHOLE TO GRADE PER CITY OF RENTON STA 50 +23.85, 48.27' LT, SEE SHEET 14. STD PLAN 400.4 AND REPLACE FRAME AND COVER PER CITY OF RENTON STD •• 1 - 1" METER AND 1 - METER BOX Q44 NEW CB TYPE 1 W /RECTANGULAR VANED GRATE, STA 17 +60.78, 40.21' LT, RIM ELEV = PLANS 204.00, 204.10, 204.20 AND 204.50. CONTRACTOR SHALL PROVIDE ALL EXCAVATION AND STREET RESTORATION. 35.05', EXIST IE = 31.2±. CONNECT TO EXISTING 12'0 PIPE. HJT NJD 03 08 12 SURVEYED: KPG 1. B NJD 07 12 12 l9�cA1 ns SpRG DRAWN BY: HJT �� 40 DRAWING NO. 16 TO SHEET 17 - CO HJT NJD O6 26 12 °` RECORD CITY OF RENTON SOUTH LAKE WASHINGTON ND 2 ADA RA11 NE CORNER CURB GUTTER CO HJT NJD 07 12 12 _ c `u PROJECT NO. 11156 ° DESIGN BY: HJT 75391hAveN 2502JeKersonAve Public Works Department ROADWAY IMPROVEMENTS ilpN - FD 1 DRAWINGS FED AID NO. CHECK BY: NJD Seallle,WA98109 Tamm,WA98402 • 1v[n v.o Al Iv[ wRrvLR - VV P 5506 0� ;k PREPARED BY KPG, JULY 2014 APPROVED FOR CONSTRUCTION ROADWAY PLAN saev (206)286 -1640 (253)627 -0720 DATE: FEB 2012 REVISED TO CONFORM TO CONSTRUCTION RECORDS VS HJT 07 2014 NA tiN�.? �o PROJ MGR: NJD x)286 BASED ON CONSTRUCTION RECORDS BY. DATE* 15 +00 TO STA 19 +47.67 SHEET NO. 16 of 53 NUMBER REVISION DESCRIPTION BY APP. DATE OA FILE: 08046PLN01.dwg t w 0 c =y a m >z 1 � -- 0 - 0 1 o Imo► < n z