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Home My WebLink AboutR-394611Y Lc 0 N N z 0 00 0 i 0 i 0 z c-D w 0 i 0 0 0 00 0 z 0 z w w 6 LEGEND NEW PAVEMENT AREA PER TYPICAL SECTIONS, SHEET 4 OVERLAY AREA CEMENT CONC. SIDEWALK OR PAVEMENT DETECTABLE WARNING SURFACE ACCENT CONCRETE PAVER STORM DRAIN STRUCTURE NUMBER, PROFILE SHEET 11 & 13 0 10 20 40 60 SCALE IN FEET GENERAL NOTES 1. ADJUST ALL SURFACE UTILITIES TO GRADE PER COR STANDARD PLAN 400.4. 2. INSTALL CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK AND INSTALL HMA AND CEMENT CONCRETE ROADWAY PER TYPICAL SECTIONS AND DETAILS, SHEETS 4-5 AND FLOW LINE AND SIDEWALK c" LAYOUT PLANS, SHEETS 15-16. w 3. FOR REMOVAL LIMITS, CONSTRUCTION LIMITS, AND TEMPORARY = EROSION AND SEDIMENT CONTROL MEASURES, SEE SITE PREPARATION U' & TESC PLAN, SHEETS 8-9. 0 4. FOR STORM DRAINAGE NOTES, SEE SHEET 10. FOR STORM DRAINAGE PROFILES, SEE SHEET 11 & 13. Ln 5. FOR SEWER AND WATER IMPROVEMENTS, SEE SHEETS 17-19. cn 6. FOR SIGNALIZATION & ILLUMINATION IMPROVEMENTS, SEE SHEETS z 22-27. J = 7 FOR URBAN DESIGN AND LANDSCAPING IMPROVEMENTS, SEE SHEETS 28-35. Q 8. FOR CHANNELIZATION AND SIGNING IMPROVEMENTS SEE SHEETS 36-40. SIGNALIZATION CONSTRUCTION NOTES IZATION GENERAL LEGEND SEE SHEET 27. TECTION SHALL FIXED MODE DURING ,NT OF WEST BOUND IUCTION LOOPS. .......50 6,,....CONDUIT.... :. 50 IE ..................................................................................................................... FIELD ''MEASUREMENT 40 I 103 LF 8" DIP (� 0.56% .....................................................®................... 40 ..........................................................................................................................................:.............................................................................................................................................................................................................. CB TYPE 1 » 50.........................................................................EXIST CB TYPE 2-48 STA 11+32.24, 125.93' LT ............................. STA 11+29.46, 2.88' RT 48 ...........................:......................................... RIM 44.37. .......... IE OUT 42.68(8"E).................:........... .. .............................RIM 45.38...€ 30 CB TYPE 1 IF IN 41.80 (12"S) ....................:....................................................................................................... 1 60 .. :................. ©................ ..........................................................:....... STA 11+30.12, 28.01' LT z IF IN 42.00 (8 W) �..... �.......... RIM 45.14 Lj o w IF OUT 41.80 (12 N) .. :.......IE OUT 41.46 (8"E) ....... .� Q. w ......... IE IN 41.40 (8"W) - CONNECT NEW ....................................................................... IE IN 42.13...8„E............� . r. �t Q.....U'.......... PIPE TO ( ) �, ,�, ,�, 31 - LF 8 D-I P' 20.................................................................................................................................... ................. .S=fl:20 .... ...20........ EXISTING A STRUCTURE ALLEY STORM DRAINAGE PROFILE - STATION 11+29.50 Oj EXISTING VEHICLE INDUCTION LOOPS SHALL BE ABANDONED OR REMOVED BY GRINDING (DISCONNECT LOOPS SPLICES IN THE JUNCTION BOX PRIOR TO GRINDING. REMOVE SECTION OF EXISTING TWISTED PAIR LOOP WIRING FROM JUNCTION BOX SPLICE TO PAVEMENT. REMOVE UNUSED EXISTING DETECTOR LEAD-IN 2CS CABLES, ALL OTHER EXISTING DETECTOR LEAD-IN 2CS CABLES TO CONTROLLER SHALL REMAIN (PROTECT AND LABEL EXISTING CONDUCTOR ENDS IN THE JUNCTION BOX). O INSTALL 6' DIA VEHICLE INDUCTION LOOP PER WSDOT STANDARD PLANS J-50.12 AND J-50.15 EXCEPT MATCH EXISTING LOOPS SPACING. LOOPS SHALL BE CENTERED IN THE TRAFFIC LANE BASED UPON THE CHANNELIZATION PLAN AND SHALL BE APPROVED BY THE ENGINEER PRIOR TO SAWCUTTING. SPLICE LOOP LEAD-IN WIRES TO EXISTING DETECTOR LEAD-IN 2CS CABLES TO REMAIN. CONSTRUCTION NOTES O GRIND ENTIRE ROADWAY 2" AND PLACE 2" HMA CL 1 /2" PG 64-22 OVERLAY. O2 ADJUST WATER VALVE TO GRADE. O3 ADJUST CATCH BASIN TO GRADE. O4 ADJUST SEWER MANHOLE TO GRADE. O9 CONSTRUCT CURB, GUTTER, AND SIDEWALK. 11 CONSTRUCT CEMENT CONC. DRIVEWAY ENTRANCE PER DRIVEWAY PLAN & PROFILE SHEET 20 AND DRIVEWAY DETAILS, SHEET 21. 14 MATCH EXISTING. 22 RECONSTRUCT HMA DRIVEWAY. SEE SHEETS 20-21. 28 INSTALL CURB & GUTTER. INSTALL 2" HMA CL 1 /2" PG 64-22 TEMPORARY WALKWAY OVER 4" CSBC. 30 REMOVE TEMPORARY ASPHALT PATCH AND INSTALL NEW HMA ROADWAY SECTION, SHEET 4. 31 REMOVE AND REPLACE CURB & GUTTER FOR UTILITY INSTALLATION. 32 RESTORE TRENCH IN ALLEY PER TYPICAL UTILITY TRENCH SECTION, SHEET 7. SUBSTITUTE HMA PAVEMENT SECTION WITH 13" CSBC.