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HomeMy WebLinkAboutR-413502Cl) z W 5 W O rr n 2 LLI Q z O rr H W LLI Cn U w Q Z L, 88.62 388 STA. 10+ 15.00 MONUMENT STA. 10+00.00 BEGINNING OF CENTERLINE x 90LF.1 12" D.I. @S=2.00% 5' X 5' AC ADA RAMP TO EXISTING EDGE OF PAVEMENT SEE DETAIL, BELOW STA. 10+80.34 23.29' LT. \` \ CB 1, TYPE 1, STD. PLAN 200.00 GRATE=388.00 IE=386.30, 12" �1313,�!5 2" AC RAMP 4" PAVING PER SECTION A -A (TYPICAL) I x $8 ,94. C2 8,79 FOUND MON. 2" BRASS DISK W/PUNCH DOWN 0.5' +/— (VISITED 2/2020) STA. 10+91.25, 13' LT. - BEGIN VERTICAL CURB & GUTTER, AND 5' SIDEWALK \-SSMH RIM=389.08 388.81 INV=381 .28(E) 390.93 (NORTH) 30.00' (EX. R/W) 13.5' 1.5% MAX. 5' SIDEWALK PER C.O.R. STD. PLAN 102 8' LANDSCAPE STRIP VERTICAL CURB & GUTTER - PER C.O.R. STD PLAN 101 n Li w U) z _0 ry C w W Li 4' 2" OVERLAY 2% SE 2nd STREET SAW CUT LINE 4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT: 1-2" LIFT AND 2" OVERLAY 4" MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. SECTION A —A, VIEWING EAST OFFE ENGINEERS WASyo�'�,�t> N�To°°N 13932 SOUTHEAST 159TH PLACE ° RENTON, WASHINGTON 98058 ° PHONE: 425-260-3412 27460 F16NAl°° CONTACT: DARRELL OFFE, P.E. Ss 10/15/2020 LI Q0 d- ��,a I c NOTES: STA. 1 1 +47.00, 21.5' LT. orLO x a_ 5' SIDEWALK ANGLE POINT I © STA. 1 1 +58.00, 13.5' LT. 389,02 x 88,33�x 5' SIDEWALK ANGLE POINT I 5' SIDEWALK @ BACK OF VERTICAL CURB PROPOSED DRIVEWAY I - © STA. 1 1 +75.00, 13' LT. ON SEPARATE BUILDING PERMIT I END VERTICAL CURB & GUTTER APPLICATION AND 5' SIDEWALK I I STD. PLAN #406.1, WITH 6" CLEAN OUT AND CONCRETE PAD PER STD. PLAN #403.1 I 3 '88. 7 I EX. FIRE HYDRANT I . CB VW ATE=387.20 18"(N,E) =384.50, 12" W)/ZIE=384.50, =385.00, 12" S) I ----- _ B o 1 1 +00 --- 1'_--_- SE A ---�_ N�REET � ----- - 1 STA. 1 1 + 1 1 .52 13.0' LT. - LIMITS 16' DRIVEWAY APPROACH PER 7 "EF RIND CITY STD. PLAN #104.3 6" SIDE SEWER ��ERL,gy EX. 8„ SEWER MAIN CALC.=380.42 8" (EX. -EDGE f( `�� Q1/fin ar -- PATCH PER STD. PLAN # 1 10 5' x 5' ADA RAMP (WEST) SCALE: 1 " = 5' 3 REVISED PER CITY COMMENTS DATED 10/15/20 2 REVISED PER CITY COMMENTS DATED 09/22/20 1 REVISED PER CITY COMMENTS DATED 08/05/20 NO. REVISION SURVEYED: SCALE: 4 SITE SURVEYING, LLC DESIGNED: DLO 10/15/20 D. L. OFFE, P.E. DLO 10/ 1 /20 DRAWN: DLO 08/06/2tA CHECKED: ONE INCH AT FULL SCALE IF NOT ONE INCH BY DATEPPR APPROVED: SCALE ACCORDINGLY 5' x 5' ADA RAMP (EAST) SCALE: 1 " = 5' 2" AC RAMP STA. 1 1 +72.00, 12.08' LT. CB 2, TYPE 1, STD. PLAN 200.00 GRATE=387.82 IE=385.50, 12" 12+00 HALF -STREET OVERLAY REQUIRED - LIMITS OF 2" GRIND AND OVERLAY I (TYPICAL) VERTICAL: NAVD 119158' CITY O F HORIZONTAL: NAD 1983/183/1991 PRI RENTON DATU M Planning/Building/Public Works Dept. GRAPHIC SCALE 0 5 10 20 l inch = 10 feet R-413502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY ff Scott Warlick 10/14/2020 jell Ann Fowler 10/21 /2020 W FRONTAGE IMPROVEMENTS ANDREW MICHAEL CONSTRUCTION, LLC ROADWAY IMPROVEMENT PLANS 4920 SE 2nd STREET RENTON, WASHINGTON DATE: 10/1`5/2020 E PAGE: SHEET: 2 OF: