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HomeMy WebLinkAboutR-406811A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. \ a \ O \\ o SIDEWALK PER PLAN \`\\ 22J1co pv \ CB#A6 CB TYPE I O COMPACTED STRUCTURAL FILL `\ RIM=22.11 \ 2 0y, 0 MIRAFI 5XT GEOGRID OR EQUIVALENT REINSTALL SALVAGED ANGLE \ p LLI REINFORCEMENT APPROVED BY TC 22.64 IRON. REPAINT SAFETY YELLOW �\ BC 22.14 GEOTECHNICAL ENGINEER (SEE 22.00 REINFORCING SCHEDULE BELOW) �\ goo0 v 22.76 Sao z 1 oog� 1 5' 22.18 0 0 x oo�o =1 II ILJlII=1 < 6 °000 l=1 I-III=1=1 (f oo L -III 1 5 \ z o� _ �--�I _ Q w °oo° 1=III=III=III=1 8 1.5' 28.9 p \\ v o \ v - =-1-1 22.29 o x CRUSHED ROCK FILTER p LU0, 0��°=III=III=III=1 MATERIAL, BETWEEN 1.5" & 3" o Q o III III III III 1.5' TC 22.5Q w v SIZE WITH LESS THAN 2% FINES BC 22.00 Y v 0 22.03 p Hl3 v p o 1.9' 18"MIN KEYWAY 12" o v2 �J171 v o v 4 ;- FIRM UNDISTURBED MINrr Q SOIL TO BE VERIFIED BY SOIL ENGINEER TC KEYWAY SHOULD BE SLOPED DOWN o v p 4 ° BC 22.32 TOWARDS THE FACE BEING PROTECTED o. ov a p o Q o v Q. v o 22.29 a o a CB#A5 CB TYPE I v O NOTE: RIM=21.4550 _171. REINFORCED FILL REQUIRED IN FILL SECTION ONLY N o p d v v a p a o 0 6 2. ROCKERY STATIONS AND OFFSETS TAKEN AT TOP BACK OF ROCK o 22.41 0 GEOGRID REINFORCING SCHEDULE , 421. 4 ov p v o 8 p p U) 22.94 o a p o v p a p p o v. . o a p o v p v o a o p v 0 0 0 90.6 TC 22.50 v v o o a TC 22.76 BC 22.00 0 4 v o a p' �: BC 22.26 fl f 11 1 Reinforced Fill / Rocker Rocker Cross Section Driveway Grading Y Y Y g �X so C1 CB TYPE I-L \ 1.99 N O O O 22.10 TC 22.15 BC 21.86 0��„/ 22.08 ��o 0 0 o 0 >°0°0°y 0 0_ 22.19 ° 000 TC 22.99 > BC 22.49 R6> 6' 000 21.70 o00 000 00o r% 000 23.05 22.72 0 ° 0 21.66 0°00 21.70 0 0. c 0°0°0` o°o 0000 �°0°0° '0°0°- ;00°00, -o-' 21.60 22.15 R-40 6 81 1 21.70 CB#C2 CB TYPE IM=21.96 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION RECORD DRAWING TC 22.08 This construction record drawing is a copy of a cad file prepared by BC21.83 COUGHLIN PORTER LUNDEEN and has been edited to reflect field ' verified invert and rim elevations of the storm, sanitary sewer and water main systems. Field verified invert and rim elevations were obtained by KLB CONSTRUCTION IN JUNE 2022 1 »= 5' 1 5' 1 11= 51 The on -site private storm drainage facilities and public/private water and B• S 0 ADA Gradin 4 ADA Gradin 5 Not Used sewer systems were installed in accordance with the approved plans and O��oF WAsg g the documented field revisions and function as intended. >, SURVEYED: SCALE: DATE: RECORD DRAWINGS 07 08 22 TRS HORIZONTAL: NAD 1983/1991 04 30 2021 T E N W VERTICAL AD 1 1988 83/1 PARK AVENUE NORTH EXTENSION / / COUGH DESIGNED: As SHOWN o CITY OF RENTON, WASHINGTON FlELDBOOK: Transportation Engineering NorthWest RENTON PAGE Q 33708 p g g STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN: PRW � • DRAWING NO: C� C� STEg �y� Transportation Planning Design Traffic Impact &Operations ONE INCH I DATUM 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CHECKED: Office(425)889-6747 801 SECOND AVENUE, SUITE900 (206)343-0460 BSB AT FULL SG4LE Planning/Building/Public Works Dept. ROADWAY GRADING DETAILS /LIM/SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET. 1 1 OF: 30 Phone:425-250-5004 TEIB ROCKERY HEIGHT NO. OF GRID LAYERS GRID LENGTH (L) 3' 1 4' 4' 2 4' 6' 3 5' 8' 4 6.5' C") O T Al LJ C0 O O I T 7 Z 0 ' V ) Z LU I- X LU LU Q i Q IL Ir 0 0- 2 I- 0 W