Loading...
HomeMy WebLinkAboutTED4003224.16PAVING KEYED NOTES RECORD DRAWING N O n Lost Soved on Tue A nRTIoN nF.I;W 1)4 qF(. I. 6 T. 23 N., R. 5EMY O womm O RECORD DRAWING INFORMATION SHOWN ON RECORD DRAWINGS FOR O LOCATIONS AND ELEVATIONS OF FEATURES WERE A LINE STA 173+08.51 END 40:1 TAPER (42.00' RT) A LINE STA 173+48.68 CL OF 40.26' WIDE DRIVEWAY, MATCH EXISTING (42.00' RT) SEE CITY OF RENTON STANDARD PLAN F04, TYPE 4 A LINE STA 174+71.18 BEGIN SIDEWALK TAPER (48.50' RT) J� PROVIDED BY THE CITY OF RENTON AND/OR ITS (2)H LINE STA 175+24.15 END SIDEWALK TAPER Q CONSTRUCTION CONTRACTOR. BERGERABAM (50.39' RT) !�14\' ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS INFORMATION, O ALINE STA 175+48.07 BEGIN SIDEWALK TAPER (87.61' RT) A LINE STA 175+53.70 CL SIDEWALK RAMP, TYPE 1 A, (58.53' RT) SEE CITY OF RENTON STANDARD PLAN F03A 1'I��C 11 A LINE STA 175+37.35 BEGIN CURB/GUTTER/SIDEWALK p` (29.00' LT) 2 A LINE STA 175+37.39 BEGIN SIDEWALK TAPER (35.58' LT) EXISTING ROW, TYP 13 A LINE STA 175+72.92 END SIDEWALK TAPER (37.50' LT) A LINE STA 175+86.43 CL SIDEWALK RAMP, TYPE 2B. 5 \ �1` - 14 (30.82' LT) SEE CITY OF RENTON STANDARD PLAN F03B EXIST BUS SHELTER \ K-Ir� 15 A LINE STA 176+91.80 CL SIDEWALK RAMP, TYPE 2B, TO REMAIN 6 ��� 0 (45.42' RT) SEE CITY OF RENTON STANDARD PLAN F03B ---� - c90© Q 16 A LINE STA 177+15.18 BEGIN SIDEWALK TAPER 01 o ; O (75.15' LT) 6' SIDEWALK \ �°j \ 17 A LINE STA 177+37.62 BEGIN SIDEWALK TAPER (38.36 LT) A LINE STA 177+10.45 SIDEWALK RAMP, TYPE 1A, (46.56,LT) SEE CITY OF RENTON STANDARD PLAN F03A 7 11 13 19 A LINE STA 177+75.66 Z OF 29.5' WIDE DRIVEWAY, MATCH EXISTING s 14 (28.90 LT) SEE CITY OF RENTON STANDARD PLAN F04, TYPE 4 o , 12 A LINE STA 176+40.39 SEE NOTE 2 ASPHALT DRIVEWAY -8 LINE STA 176+40.39 A �. I AND SIDEWALK 9 41 ) - 4„ C S TC 38 i ,, � � 30 SIDEWALK -j �� 40 56 28 42o I --- - - - -- - ll i h DUVALL AVE NE _ R_5' / �- 172+00 173+00 774+00 r1r) B-LINE 175+00 176+00 7,1+oo 178+00 B- )E 179+b ---- - -= ___ -= - �1 __ - - __- --- ---__ - - _- _- - ----- _ - -__ _ - _ - - - -- - -- ---- i R 35' 28 1 � 53 18 /44 ° 52 I j 4\\ 0„ I 51m 31 35 i 37 6 SIDEWALK 15 17 46 l� �1 6' SIDEWALK �\ � � 50 19 48 i, 49 LEGEND 47 6' SIDEWALK \ ��� 20 F21 BUS SHELTER WITH LOADING PLANING ASPHALT PAVEMENT AND OVERLAY * / a� IN FRONT OF SHELTER PER KING COUNTY DOT STANDARD SHELTER OVERLAY PAVEMENT (NON -PLANING AREAS) 21 / a�\l LAYOUTS (PREFERED OPTION) --1 \ C¢ I I FULL DEPTH PAVING APPROX ----- -I; EXIST R/W *CURB PLANING AREAS ARE NOT SHOWN ON PAVING PLANS SEE CURB PLANING ��` d) 2:1 SLOPE MAX - DETAIL Ar 1 23 ��� 0 ©o R 1 \`� 181 +00 D U VALL­_,A VE N E 1 5' � SIDEWALK TURN LANE TAPER WInTH 22 NOTES: _ \ � R 3 Z 2 4 16 1. SEE UTILITY PLANS UT1 THRU UT4 FOR ASPHALT �SIDEWALK UTILITY ADJUSTMENT TO FINISH GRADE 24 � 2. CONSTRUCT 2" THICK ASPHALT \I� \\\\\\ 26J \ 0 1' WIDE X 6" HIGH C, SIDEWALK IN HATCHED AREA. PROVIDE 25 wFnr.F n iRao ASPHALT CON 50 0 50 100 Mod mmmo� scale feet -f 9 5' LEVEL LANDING ADJACENT TO DRIVEWAY & 12:1 RAMP TO MATCH OIL -CAN HENRY'S WALKWAY. FED. AID NO. STPH-0900(21) w 33301 9TH AVENUE SOUTH �o�G�TUP?AI Vt �ww� CALL 48 HOURS FEDERAL WAY, WASHINGTON sSIONALG BEFORE YOU DIG BERGER/ABAM 98003-2600 1-800-424-5555 ENGINEERS I N c. VOICE: (206)431-2300 EXPIRES 6/4/2011 FAX: (206)431-2250 Jul 07 2009 of 11: 06AIV by Ange/montalvo File Nome. 0.. I FederolWoy12004I FAPWT-04-091 I CADD I dwgs I Channe/izvfion I PV-02. dwg Sco% 1 1 PAVING PLAN SCALE: 1 "=50'-O" m REVISION SCALE: NTS :1) SEE R1 SEE R1 ROADWAY WIDENING SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL- NAVE) 19M HORIZONTAL: NAD 19W/1991 DATUM CODE STATION OFFSET DESCRIPTION A LINE STA 177+90.28 END SIDEWALK TAPER 20 (35.42' LT) A LINE STA 177+97.39 CL OF 32' WIDE DRIVEWAY, MATCH EXISTING 21 (40.88' RT) SEE CITY FO RENTON STANDARD PLAN F04, TYPE 4 22 A LINE STA 178+41.10 END CURB/GUTTER/SIDEWALK (38.41' RT) 23 A LINE STA 178+41.19 BEGIN 40:1 TAPER (40.41' RT) 24 A LINE STA 179+43.30 END 40:1 TAPER (35.53' RT) 25 A LINE STA 179+50.00 BEGIN PLANING, MATCH EXISTING (28.20' LT TO 34.47' RT) 26 A LINE STA 179+80.00 END PLANING/END OVERLAY, MATCH EXISTING (28.28' LT TO 34.47' RT) 27 B LINE STA 173+48.45 BEGIN PLANING/END OVERLAY, MATCH EXISTING (29.50' LT TO 29.00' RT) 28 B LINE STA 173+48.45 BEGIN TAPER/BEGIN CURB, GUTTER, SIDEWALK 29.50' LT TO 29.00' RT MATCH EXISTING 29 B LINE STA 173+78.45 END PLANING, MATCH EXISTING (29.50' LT TO 29.00' RT) 30 B LINE STA 174+23.65 END SIDEWALK TAPER (33.00' LT) 31 B LINE STA 174+23.65 END TAPER (33.00' RT) 32 B LINE STA 174+80.94 CL OF 30.5' WIDE DRIVEWAY, MATCH EXISTING (33.00' RT) SEE CITY OF RENTON STANDARD PLAN F04, TYPE 4 33 B LINE STA 175+16.93 BEGIN SIDEWALK TAPER (39.50' RT) 34 B LINE STA 175+66.93 END SIDEWALK TAPER (41.49') B LINE STA 175+76.06 BEGIN SIDEWALK TAPER 35 (41.49' RT) 36 B LINE STA 175+77.90 CL SIDEWALK RAMP, TYPE 2B. (33.72' RT) SEE CITY OF RENTON STANDARD PLAN F03B 37 B LINE STA 176+16.67 END SIDEWALK TAPER (67.35' RT) 38 B LINE STA 176+72.29 SIDEWALK RAMP, TYPE 2B. (46.47' LT) SEE CITY OF RENTON STANDARD PLAN F03B 39 B LINE STA 176+85.91 BEGIN SIDEWALK TAPER (52.50' LT) 40 B LINE STA 177+35.91 END SIDEWALK TAPER (50.50' LT) 41 B LINE STA 178+52.00 BEGIN 4:1 WEDGE CURB TAPER (44.00 LT) 42 B LINE STA 179+38.94 END 4:1 WEDGE CURB TAPER (19.00' LT) MATCH EXISTING 44 B LINE STA 177+89.44 END SIDEWALK TAPER (39.50' RT) 45 B LINE STA 178+03.05 Q_ OF 30' WIDE DRIVEWAY, MATCH EXISTING (33.50' RT) SEE CITY OF RENTON STANDARD PLAN F04, TYPE 4 46 B LINE STA 178+63.61 BEGIN BUS STOP LANDING TAB OUT (43.83' RT) 47 B LINE STA 178+73.27 END BUS STOP LANDING TAB OUT (43.83' RT) 48 B LINE STA 178+73.27 BEGIN BUS STOP LANDING TAB OUT (42.50' RT) 49 B LINE STA 178+83.25 END BUS STOP LANDING TAB OUT (42.50' RT) 50 B LINE STA 179+05.88 MATCH EXISTING SIDEWALK TO NEW SIDEWALK (39.50' RT) 51 B LINE STA 179+46.52 CL OF 29' WIDE DRIVEWAY, MATCH EXISTING (33.50' RT) SEE CITY OF RENTON STANDARD PLAN F04, TYPE 1 52 B LINE STA 179+61.62 BEGIN TAPER (33.00' RT) 53 B LINE STA 179+80.10 END TAPER @ CURB OF EXIST SIDEWALK (28.93') 54 B LINE STA 179+64.18 BEGIN PLANING, MATCH EXISTING 20.97' LT TO 27.96' RT) 55 B LINE STA 179+94.18 END PLANING/END OVERLAY, MATCH EXISTING (19.85' LT TO 27.91' RT) B LINE STA 178+25.88 CL OF 40' WIDE DRIVEWAY, MATCH EXISTING 56 (44.00' LT) SEE CITY OF RENTON STANDARD PLAN F04, TYPE 4 57 B LINE STA 179+94.18 END TAPER (19,85' LT) - CITY OF NE SUNSET BOULEVARD (SR 900)/ 6/03/09 DUVALL AVE NE INTERSECTION IMPROVEMENTS FlELDBOOK: RENTON PAGE: DRAWING NO: Planning/Building/Public Works Dept. PAVING PLAN PV2 SHEET 2 OF 2 SHE: 16 OF-30 ,F k-3� i(c