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SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />— <br />NEDC — RECORD DRAWINGS 11347705 <br />DLR GRP <br />10.25.13 <br />A <br />ADDED BARRIER REELS , STANCHIONS & POSTS W2194563 <br />JMP <br />BAO <br />02.20.14 <br />B <br />REMOVED EAST BARRIER REEL IN 114 W2194563 <br />JMP <br />BAO <br />05.01.14 <br />C <br />777X STALL MODIFICATIONS — PHASE 2 W4535737 <br />CEI <br />AH <br />06.28.17 <br />D <br />ACTIVATE STALL 113/777X Cl REFURB 22999285/W6214003 <br />CEI <br />AH <br />03.26.19 <br />SYM <br />REVISION <br />MATCHLINE — SEE DWG 45—YD—C220-08 <br />MATCHLINE —SEE DWG 45—YD—C220-17 <br />PARTIAL PLAN <br />SCALE: 1 " = 40' <br />BY I APPROVED I DATE <br />�-�45458j/��NA 4 <br />LV' <br />4h 15APAO <br />> ACCEPTABILITY J"'PEARS0N <br />/ THIS DESIGN AND/OR CHECKED <br />SPECIFICATION IS APPROVED <br />APPROVED BY I DEPT. I DATE ENGINEER <br />EIN <br />11 <br />P. <br />ON <br />,w <br />W <br />Icf) <br />SUBTITLE <br />PAVING DLAN <br />TITLE ACTIVATE STALL 113/ 77X Cl REFURB <br />SITE 4 -Y <br />CIVIL MASTER <br />LEGEND <br />y, P.C.C.* PAVEMENT PANEL <br />Wr �" (8" UNLESS OTHERWISE INDICATE) <br />INDICATES THICKNESS IF OTHER THAN 8"(INCHES) <br />REINFORCED P.C.C. PAVEMENT PANEL <br />INDICATES PANEL THICKNESS (INCHES) <br />P.C.C. TRANSITION PAVEMENT PANEL <br />MATCH THICKNESSES TO THAT OF <br />ADJACENT PANELS. <br />® LIMITS OF P.C.C. PAVEMENT WORK <br />* P.C.C. = PORTLAND CEMENT CONCRETE <br />GENERAL NOTES <br />1. PROTECT ALL EXISTING SURFACE FEATURES TO <br />REMAIN, INCLUDING BUT NOT LIMITED TO STRIPING, <br />VALVE BOXES, FIRE HYDRANTS AND SPRAY <br />NOZZLES, HAND HOLES, LIGHT POLES, <br />MANHOLES/INLETS, UTILITY BOXES, TIE DOWNS, <br />AND EQUIPMENT PRIOR TO WORK. <br />2. EXISTING UNDERGROUND UTILITY FEATURES SHOWN <br />ON PLANS AND PROFILES ARE BASED ON SURVEY <br />DATA, GPR SURVEY, AND RECORD DRAWINGS AND <br />ARE THE BEST AVAILABLE INFORMATION AT THE <br />TIME OF PLANS PRODUCTION. THE CONTRACTOR <br />SHALL FIELD LOCATE ALL UTILITIES PRIOR TO THE <br />START OF DEMOLITION WORK. <br />3. COORDINATE ALL UTILITY SHUT DOWNS WITH <br />BOEING FACILITIES PRIOR TO EXCAVATION. <br />4. REFER TO SHEETS C529 AND C530 FOR PAVING <br />SECTIONS AND DETAILS. <br />CONSTRUCTION MOTES <br />REPLACE CONCRETE PANEL IN —KIND <br />INSTALL BOLLARDS PER DETAIL 1 /C521. SEE SHEET <br />M558-2 AND M558-3 AND E526-29 FOR BOLLARDS <br />LOCATION <br />3 HARDSTAND POINT COORDINATES CORRESPONDING TO <br />REFERENCE POINT ON DETAILS 1 /M558-2 AND <br />1 /M558-3 AND 1 /E526-29 <br />® INSTALL 15" THICK UNREINFORCED CONCRETE <br />PAVEMENT WHERE INDICATED. PROVIDE DOWELS AT <br />MID —SLAB OF ADJACENT PANELS. TRANSITION <br />PAVEMENT PER DETAIL 10/C529 <br />00 <br />01 <br />IPF <br />�- <br />02 <br />03 <br />04 <br />05 <br />06 <br />07a <br />G <br />08 <br />09 <br />10 <br />11 <br />12 <br />13 <br />IL0 <br />14 <br />15 <br />16 <br />18 <br />19 <br />o <br />Lv LL <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 -- <br />27 <br />28 <br />Ii n <br />29 a " <br />-' 30 <br />KEY PLAN n, <br />SCALE: NONE <br />40 20 0 20 40 80 la <br />_ c <br />SCALE: 1:40 <br />CURRENT REVISION SYMBOL DATE <br />22999285/W6214003 D 03.26.19 <br />SHEET <br />C220-12 z <br />c <br />JOB NO. COMP N0. a <br />a <br />EVERETT, WA DWG N0. 45-YD-C220-12 <br />l----- nnc- rt nrr er aen nn r. _.n. <br />