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Home My WebLink AboutR-4038190 0 C F G H 0 0 J 7 0 0 J 0 U Q 0 M 0 0 w U z w w w w W, u 3 2 1 Cz _ m m E Q� o m �ix x 0 N co CO N o� N � 0 U C:0 o� LUUw w Q o� d X 2- 2" SAW CUT AT GRIND/OVERLAY EDGES. SEAL WITH AR-4000W (TYP, ALL SIDES OF GRIND/OVERLAY) SAWCUT AFTER BACKFILL - (TYP, ALL SIDES OF TRENCH) 4" - 5" HMA MATCH EXISTING PAVEMENT THICKNESS. SEE _ NOTE 5. EXISTING UTILITY CROSSING SEE NOTE 3 TRENCH SIDES AND BOTTOM. SEE NOTE 4 NOTES: 2" GRIND AND HMA OVERLAY. SEE NOTES 1 AND 2. V MIN BYPASS PIPING TRENCH WIDTH EDGE OF PAVEMENT, CURB/GUTTER, OR LANE MARKING (TYP. BOTH SIDES). SEE NOTES 1 AND 2. 1' MIN EXISTING PAVEMENT (TYP) DEPTH OF EXISTING PAVEMENT 10" TYPE R BACKFILL COMPACTED TO 95% MODIFIED - - - PROCTOR. TYPE A, TYPE C, OR TYPE R BACKFILL. MATERIAL TO BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. SEE NOTE 6 1. HORIZONTAL LIMITS OF GRIND AND HMA OVERLAY SHALL EXTEND TO NEAREST EDGE OF 6. BOEING PROPERTY: TRENCH BACKFILL BELOW PAVEMENT, CURB/GUTTER, OR LANE MARKING. LIMITS SHALL INCLUDE FULL WIDTH OF ROADWAY SECTION SHALL BE TYPE C (NATIVE ALL LANES IMPACTED BY TRENCHING. SEE PLANS FOR APPROXIMATE GRIND AND HMA MATERIAL). BACKFILL SHALL CONSIST OF OVERLAY LIMITS. LIMITS SHALL COMPLY WITH CITY OF RENTON STD. PLANS - 110, 110.1, REPLACEMENT OF MATERIAL REMOVED FOR AND 110.2 AS PROVIDED IN THE SPEICIFCATIONS. ORIGINAL EXCAVATION. 2. LONGITUDINAL LIMITS OF GRIND AND HMA OVERLAY SHALL EXTEND A MINIMUM OF 10, 7. RESTORATION SHALL INCLUDE REPLACEMENT PAST THE END OF THE TRENCH OR WHERE THE TRENCH EXISTS THE PAVED AREA. SEE OF ROADWAY STRIPES AND LANE MARKERS. PLANS FOR APPROXIMATE GRIND AND HMA OVERLAY LIMITS. LIMITS SHALL COMPLY WITH CITY OF RENTON STD. PLANS - 110, 110.1, AND 110.2 AS PROVIDED IN THE SPECIFICATIONS. 3. WHERE EXISTING UTILITIES CROSS TRENCH, BACKFILL 6" CLEAR AROUND EXISTING UTILITY WITH TYPE R OR S BACKFILL COMPACTED TO 95% MODIFIED PROCTOR. 4. BACKFILL SHALL EXTEND TO LIMITS OF SOIL DISTURBED WITH BYPASS PIPING TRENCHING. 5. APPROXIMATE HMA THICKNESS BY STREET: -LOGAN AVE N: 5" (7" TOTAL ASPHALT THICKNESS W/ OVERLAY) -N 6TH ST: 4" (6" TOTAL ASPHALT THICKNESS W/ OVERLAY) -BOEING GATE D-9: 5" (7" TOTAL ASPHALT THICKNESS W/ OVERLAY) -BURNETT AVE N: 5" (7" TOTAL ASPHALT THICKNESS W/ OVERLAY) -BOEING NORTH LOT: 5" (7" TOTAL ASPHALT THICKNESS W/ OVERLAY) BYPASS PIPING TRENCH RESTORATION (HMA PAVEMENT) 1� SCALE: 1/2"=1'-0" NEW DOWELS BAR (TYP). SEE NOTE 1 NEW DOWELS BAR (TYP). SEE NOTE 1 ADJUSTING ROADWAY PA' PER DETAIL 2, DRAWING C NOTES: CT108 CT109 CT112 CT113 'LACEMENT PANEL STING DOWEL CONNECTING RENT CONCRETE PAVEMENT ) STAMPED CEMENT CONCRETE 'EMENT. 1. ALL JOINTS ARE TO BE REPLACED PER WSDOT STANDARD SPECIFICATIONS 5-01.3(4). -CONNECTING JOINTS DOWEL BARS, 1 1/4" DIAM X 18" ON 12" CENTERS TYP. -TIE BARS: #5 STEEL REBAR 16" ON CENTER. 2. TO ENSURE PROPER SPACING OF DOWEL BARS, TIE BARS SHALL BE PLACED IN LINE WITH EXISTING DOWEL BARS. NEW DOWEL BARS WILL BE PLACED 8" ON CENTER FROM EXISTING DOWEL BARS. INTERSECTION PAVEMENT AND ADJOINING ROADWAY PAVEMENT CONNECTING DETAIL SCALE: 1/2"=1'-0" IN COMPLIANCE WITH CITY OF I ENT N STAN DARDS DEVELOPMENT ENGINEERING 0D. rnair 01 /22/2019 0 0 C OAM NIA01% 0 CAROLLO ENGINEERS, INC. 1218 3RD STREET, SUITE 1600 SEATTLE, WA 98101 PH:206-684-6532 FAX:206-903-0419 SAWCUT STRAIGHT - VERTICAL LINE ALONG PANEL EDGE. SEE NOTE 1 SEE NOTE 3 TRENCH SIDES AND BOTTOM. SEE NOTE 4 SAWCUT STRAIGHT - VERTICAL LINE ALONG PANEL EDGE. SEE NOTE 1 MATCH EX. GRADE BYPASS PIPING TRENCH WIDTH E JOINT REPLACEMENT (TYP ALL SIDES OF PANEL) SEE NOTE 2 DEPTH OF EXISTING PAVEMENT 10" TYPE R BACKFILL COMPACTED TO 95% MODIFIED PROCTOR. TYPE A, TYPE C, OR TYPE R BACKFILL. MATERIAL TO BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. SEE NOTE 5 NOTES: 1. COMPLETELY REPLACE ALL CEMENT CONCRETE PANELS THAT ARE IMPACTED BY TRENCHING. EACH PANEL TYP LANE WIDTH X 15' 2. ALL JOINTS ARE TO BE REPLACED PER WSDOT STANDARD SPECIFICATION 5-01.3(4). -TRANSVERSE JOINTS: DOWEL BARS, 1 1/4" DIAM X 18" ON 12" CENTERS TYP. -LONGITUDINAL JOINTS: TIE BARS, #5 BARS, #5 BAR X 30" ON 36" CENTERS. TYP 3. WHERE EXISTING UTILITIES CROSS TRENCH, BACKFILL 6" CLEAR AROUND EXISTING UTILITY WITH TYPE R OR S BACKFILL COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. 4. BACKFILL SHALL EXTEND TO LIMITS OF SOIL DISTURBED WITH BYPASS PIPING TRENCHING. 6. BOEING PROPERTY: TRENCH BACKFILL BELOW ROADWAY SECTION SHALL BE TYPE C (NATIVE MATERIAL). BACKFILL SHALL CONSIST OF REPLACEMENT OF MATERIAL REMOVED FOR ORIGINAL EXCAVATION. 7. RESTORATION SHALL INCLUDE REPLACEMENT OF ROADWAY STRIPES AND LANE MARKERS. BYPASS PIPING TRENCH RESTORATION (CONCRETE PAVEMENT -ROADWAY) SCALE: 1 /2"=1'-0" 1 n,, PAVEMENT CONNECTING DETAIL SCALE: 3"=1'-0" PERMIT ISSUE DRAWING This document version is designed to contain sufficient relevant information for the applicable Permit Review submittal and approval process. IJAN UARY 2019 I This document is released for the purpose of information exchange review and planning only under the authority of Erik J. Waligorski, P.E. (Washington License No. 38087) on January, 2019. It is not to be used for bidding, permit or construction purposes. C102 CT108 CT109 CT113 This document is released for the purpose of information exchange review and planning only under the authority of Brian A. Sliger, P.E. (Washington License No. 55635) on January, 2019. It is not to be used for bidding, permit or construction purposes. SAWCUT STRAIGHT VERTICAL LINE ALONG PANEL EDGE SEE NOTE 1 MATCH EXISTING - CROWN LOCATION SEE NOTE 3 TRENCH SIDES AND BOTTOM. SEE NOTE 4 DESIGNED/DRAWN: CHECKED: B. HAWES E. WALIGORSKI/ G. GOULD PROJECT ENGINEER: SCALE: B. SLIGER AS NOTED DESIGN APPROVAL: FACILITY NUMBER: B. ISAAC NONE PROJECT ACCEPTANCE: CONTRACT NO: M. DARBY C01307C18 SAWCUT STRAIGHT - VERTICAL LINE ALONG PANEL EDGE. SEE NOTE 1 MATCH EX. GRADE BYPASS PIPING TRENCH WIDTH JOINT REPLACEMENT (TYP ALL SIDES OF PANEL) SEE NOTE 2 DEPTH OF EXISTING PAVEMENT 6" TYPE R BACKFILL COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. TYPE A, TYPE C, OR TYPE R BACKFILL. MATERIAL TO BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. NOTES: 1. COMPLETELY REPLACE ALL CEMENT CONCRETE PANELS THAT ARE IMPACTED BY TRENCHING. PANEL WIDTH IS TYPICALLY FULL LANE WIDTH. PANEL LENGTH IS TYPICALLY 151. JOINTS TO BE LOCATED IN FIE TO DETERMINE EXACT PANEL LIMITS. 2. ALL JOINTS ARE TO BE REPLACED PER WSDOT STANDARD SPECIFICATIONS 5-01.3(4). TRANSVERSE AND LONGITUDINAL BARS ARE TYP #5 STEEL REBAR 16" ON CENTER ALONG FULL LENGTH AND WIDTH OF PA ALL REBAR TO BE ALIGNED PER DETAIL 4, DRAWING CT114. 3. WHERE EXISTING UTILITIES CROSS TRENCH, BACKFILL 6" CLEAR AROUND EXISTING UTILITY WITH TYPE OR S BACKFILL COMPACTED TO MINIMUM 95% MODIFIED PROCTOR. 4. BACKFILL SHALL EXTEND TO LIMITS OF SOIL DISTURBED WITH BYPASS PIPING TRENCHING. 5. STAMPED CONCRETE PATTERN AND COLOR BASED ON LOCATION: -INTERSECTION: RECTANGULAR RUNNING BOND PATTERN 5' X 5' GRID, FLAGSTONE 641. -CROSSWALK: 2.5 X 2.5 SQUARE PATTERN, SANDSTONE 5237 6. JOINT BETWEEN STAMPED CEMENT CONCRETE AND CEMENT CONCRETE DOWEL BARS: 1 1/4" DIAM X 18' CENTER 8" FROM EXISTING DOWEL PER DETAIL 4, THIS DWG. 7. RESTORATION SHALL INCLUDE REPLACEMENT OF ROADWAY STRIPES AND LANE MARKERS. INTERSECTION STAMPED CEMENT CONCRETE PAVEMENT rd� SCALE: 1/2"=1'-0" CT108 CT109 DEPARTMENT OF NATURAL RESOURCES & PARKS WASTEWATER TREATMENT DIVISION logEASTSIDE INTERCEPTOR SECTION 2 REHABILITATION - PHASE II ICingClounty BYPASS RESTORATION DETAILS F V G LJJ LD U) Q N EL. z R O I- I- J_ m ON Q LJJ N z O U W U) ry O n LU U L.L W z W 0 U) I- U) Q LJJ Z O I- CQ G O LL z U W O CITY OF RENTON #: 7 R-40381 7 O DATE: JAN UARY 2019 z L1J PROJECT FILE NO: n/ 16-1123630 ILL DRAWING NO: O CT1 14 SHT NO / TOTAL REV 0 19 36 NO U H