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HomeMy WebLinkAboutR-420022V J I— Z LU 73 I— rr a n a W 2 W W I - a SPECIAL NOTE IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. T 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE VARIES: 6.5' MIN. 1' 1' 1' 1' DEPTH OF EXISTING PAVEMENT MIN I MIN VARIES MIN I MIN 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH 2" — 6" MIN. HMA (SEE NOTE 2) AR-4000W (EACH SIDE) I. \6" CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. SAWCUT AFTER BACKFILL (EACH SIDE) - CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE di MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL— SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR SM. PLAN - 110 PAVEMENT OR R� PUBLIC WORKS I'f'R �"`I;I` DEPARTMENT FLEXIBLE PAVEMENT WITH O ERLAYI� TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT NOT TO SCALE 9,-8" 11-4" 1 7,-o„ 1 1,-4„ SCALE: NONE METRO B-21 FOOTING NOT TO SCALE ®R Know what's below. Call before you dig. 0511212022 0 CONCRETE SCORE LINE 4" SQUARE SHELTER LEG LIFER GROUNDING PER D111 STUBUP LOCATION FOR B—SERIES FOOTING, EXCEPT FOR THE 630 SERIES FOOTINGS RB -6"MIN.(TYP.) -CONCRETE GUTTER -TIRE TRACKS LAN E LINE LAN E CENTER IN LANE TIRE LANE CENTER IN LANE 1(TY1 ) -TIRE TRACH LAN E LINE 10' ��8"(TYP.)-STRIPE "(TYP.)-OPEN 8"(TYP.)-STRIPE _,1'1_ -TIRE TRACH * TYPICAL 4—LANE ROADWAY CONFIGURATION * NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. STD. PLAN - 127 sPUBLIC WORKS THERMOPLASTIC/PAINTED DEPARTMENT CROSSWALK THERMOPLASTIC PAINTED CROSSWALK NOT TO SCALE u-- 4" SQUARE SHELTER LEG STEM WALL - LIFER GROUNDIN PER D111 STUB LOCATION FOR E SERIES FOOTING 4 1/2 to TYPICAL LEG DETAIL TYPICAL LEG DETAIL @ CORNER FOR B-SERIES FOOTING @ CORNER FOR 630 (EXCEPT 630 SERIES SERIES FOOTING TYPICAL LEG DETAILS FOR B-SERIES FOOTINGS ii SCALE: NONE N FOOTING DIMENSIONS FOOTING TYPE SHELTER FRAME TYPE LENGTH 'A' WIDTH 'B' SLAB THICKNESS 'T' B1 1 PER PLAN 9'-8" 7'-0" 7 1 /2" B12 PER PLAN 18'-0" 7'-0" 7 1 /2" B13 PER PLAN 12'-8" 9'-8" 7 1 /2" B21 PER PLAN 9'-8" 4'-40' 14" B22 PER PLAN 18'-0" 4'-4" 14" B31 F1 1 9'-0" 6'-4" 7 1 /2" B31 F21 9'-0" 4'-4" 14" B31 F31 OR F51 9'-0" 4'-4" 14" B32 F12 17'-4" 6'-4" 7 1 /2" B32 F13 12'-0" 9'-0" 7 1 /2" B32 F14 17'-4" 6'-4" 7 1 /2" B32 F22 OR F52 17'-4" 4'-4" 14" B32 F32 17'-4" 4'-4" 14" GENERAL NOTES: 1. "I]" INDICATES AREAS FOR FUTURE SHELTER LEGS. AVOID PLACING REINFORCEMENT IN THESE AREAS. 2• FOR SITES WITH SLOPES LESS THAN 0.5% IN 'A' DIMENSION, INCREASE DIMENSION AT MIDDLE OF FOOTING BY 1 " TO ASSURE PROPER DRAINAGE OF SURFACE WATER. 3. JOINT PER DET 3 TO ISOLATE EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES. 4. WHEN USING B-32 FOOTING WITH DOUBLE FRAMES, USE A LONGER BEARING SHOE TO SUPPORT THE FRONT MIDDLE LEG (BY METRO). 5. SEE DIET D111 FOR CONDUIT AND GROUNDING WIRE. 6. FOOTINGS SHALL BE PLACED TO ENSURE THE SHELTER IS A MINIMUM THREE FEET FROM FACE OF CURB TO THE VERTICAL STRUCTURE; WHICH INCLUDES THE CANTILEVER OVERHANG AND EDGE OF THE SHELTER IF PLACED REVERSE TO CURB. L J T L^T O O T N LJ H H T a J H H T n R-420022 I cin IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ Z LCU DEVELOPMENT ENGINEERING G JChavez 05/17/2022 ~ a n a 0 Civil Ergirreers 1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE: DATE U-1 1 stNa,aieymee T.L. VERTICAL NAVD 1988 WATERSHED APARTMENTS / / 2 2 PERMIT REVISION JN 4/25/22 DT PER SHEET HORIZONTAL NAD 1983/1991 03 18 2022 LarMscape architects DESIGNED: ® CITY OF FlELDBOOK: - comunnyFannero 3 PERMIT REVISION JN 5/12/22 DT J.N. - RENTON CIVIL CONSTRUCTION PERMIT Land Surve}rors DRAWN: PAGE Hj B] L J.N. ONE INCH vul• DRAWING NO: Neghbors DATUM W CHECKED: AT FULL scALE Planning/Building/Public Works Dept. T A C O M A • S E A T T L E DT IF NOT ONE INCH P STREET FRONTAGE DETAILS Q 220 North Ave Street, Suite 20, Tacoma, A 98101 206.267.2425 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 31 OF, 46 1200 Sixth Avenue, Suite 1620, Seattle. WA 98101 206.267.2425 TEL