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HomeMy WebLinkAboutR-408321co 00 0 It 1 O I W AS A CONDITION OF APPROVAL: ALL SIDEWLAKS. LANDINGS AND RAMPS SHALL CONFORM TO ADA STANDARDS. SIDEWALKS AND RAMPS SHALL HAVE A MAXIMUM 2`ih CROSS SLOPE AND A MAXIMUM 8.3`% RUNNING SLOPE. ALL LANDINGS SHALL HAVE A MAXIMUM 2'/o CROSS SLOPE IN ALL DIRECTIONS. o ....OP . . . � OP ................ ....... . .•. . . . . . .................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OP �� op \ . . . . . . . . . . . . . . . . . . . . W- 1 O —�_ -- S �O — d 0 00 3 iN o--s-- _ p -1-1_ ' — + 2 ��''--432 C� EX. EP2 0 0 43 0+ + _ 0. p° CN S+ 431.57 " y N 0000aoo v . a. .A . jEX.GR 431.67 432.76 (n ' "•e . FB• 433. 9 8 II-- I q7. .......... ......... Ld O 01 5.., . . . . . .OP() .................. AS A CONDITION OF " " ' APPROVAL: SIDEWALKS IN RIGHT-OF-WAY SHALL BE 5-FOOT WIDE. Y Y • • • • Ln '�111.0 • � • �� `-�Jiflltir v - - � _oii 1 1� 8 8 0 IL — S_ - -+64 �i I \ i N f-'spo I � NE 21 �J 1 " = 10' �0+2 00 n rr� L 00 I R — I EET SPOT ELEVATIONS PLC 0 10 20 30 40 50 Terra Vista N I X/ Consulting Engineers -T204 SMO!(EY PO/NT OR, 1207 ARL/NGTON, WA 9822J . T60-691-9272 KW 17-RRAWS714NWOOM L6C0 440 430 420 410 PAVING KEY NOTES 0 COMMERCIAL HMA co co 0000000 0000000 0000000 4' X 5.2' CONCRETE ADA LANDING p 0000000 ❑000000 ❑000000 ❑000000 1 ♦') 0000000 T 5' CONC SIDEWALK PER STD PLAN 102 & 102.1 V OP OP O `Y W W •Y W W y 8' WIDE PLANTER STRIP PLANNED QUANTITIES NOTE: SIDEWALK SHALL BE 5' WIDE FROM ANGLE POINT 0 70 SY OF 4" THICK 5' WIDE CONC. SIDEWALK PER COR STD ��CONNECTING TO THE EXISTING PLAN 102 & 102.1 IDEWALK AS SHOWN — — - 24 TONS OF 4" THICK COMMERCIAL HMA - A S 75 LF OF CURB AND GUTTER 432.82 ® 32 TONS OF HMA 48TONS OF CSBC • TV L. S 74 ,- Ju 16 TONS OF $" CSTC ° 2, : 433.30 O 8' WIDE PLANTER STRIP /o 8'1 0 r7� r7l 171 r-71 r-7-1 0+ -75. 00 n r IJ y 433.42 • FOR ��SPOT ELEVATIONS CALLED OUT ALONG SWACUT EP LIP a a 6 TYPICAL .- /I � ,�-,�`�I ALL SPOT © OF CURB, BACK OF CURB, CL OF DW AT SW AND 433.44 ELEVATIONS HANDICAPPED RAMPS. AND ALONG THE PROPERTY LINE. 433;& • , ��✓ O7 CONSTRUCT PARALLEL RAMPS WITH TRUNCATED DOMES AT •'•'• ' .30 % CD CROSSINGS WITH DRIVEWAY ENTRANCES PER CITY OF / •' ' ' ' ' ' ' ' RENTON STDS. AS SHOWN .. RE f P L r g CONSTRUCT 6' LONG BY 5.2' HOT MIX 1 / O ASPHALT RAMP AS INDICATED BY SPOT 0 10 20 30 40 50 NE 21 ST STREET CROSS SECTIONS 1 " = 10, PERMIT SUBMITTAL SURVEYED: GEODETIC SURVEYING SCALE: SERVICE DESIGNED: SP AS INDICATED ON DRAWING DRAWN: SIP ONE INCH CHECKED: Sp AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY 460 450 440 430 420 410 VERTICAL: NAVD 1988 HORIZONTAL' NAD 1983/1991 DATUM I ,� ELEVATIONS AND SLOPES. Og CONSTRCUT 5.2 X 4' ADA LANDING WITH NO MORE THAN 2% CROSS SLOPE IN EACH DIRECTION AS SHOWN ON PLAN. 1�2.2 4 450 ..ul 430 420 LO N O 0 00 Q 0 0 T 0 0 0 T rr 0— ■■ 41- 0 rr U J Q 0 10 20 30 C, 5 U) R-408321 0 U IN COMPLIANCE WITH CITY OF RENTON STANDARDS W z DEVELOPMENT ENGINEERING W CALL 811 (2) BUSINESS DAYS Nathan Janders 03/19/2020 0- BEFORE YOU DIG z (UNDERGROUND UTILITY CURRENT PLANNING NO. -NIL LOCATIONS ARE APPROXIMATE) Angelea Weihs 07/23/2019 z DATE Ir FIRST UKRAINIAN PENTECOSTAL CHURCH 02-25-20 Y RENT 0 N 3811 N E 21 ST ST FIELDBOOK: PRI CITY OF PAGE: RENTON, WA 98056 DRAWING NO: Planning/Building/Public works Dept. OFFSITE ROADWAY FRONTAGE IMPROVEMENTS C9.0 PLAN & PROFILE -NE 21 ST ST SHEET: 27 OF: 65 LL