Laserfiche WebLink
ISOLATION JOINT <br /> EX 54" CMP SDMH `�` W/EX CONIC CAP, SEE <br /> RIM = 17.42 \ C3.1 C3.1 <br /> BOT ELEV = —4.58 � <br /> p"51G '^^ EX STEEL SHEET FACE OF EX CONCRETE CAP JOINT SEALANT <br /> \� PILE WALL BULKHEAD <br /> 6'x6'x10" PRECAST JOINT SEALANT <br /> REINFORCED CONC TOP \. 1/2"PREMOLDED JOINT FILLER <br /> SLAB, SEE NOTES 1 AND 2 � - _ /1/2- PREMOLDED JOINT FILLER <br /> 11.3• 10" CONIC PVMT 3 <br /> 10" CONIC PVMT ASPH PVMT PER <br /> HDPE PIPE SLEEVE 4 :d / , �.,` C3.1 C3.1 <br /> REPAIR, SEE d \ c <br /> _ \ <br /> ,� �; '• \ .. - - _. ;•.-^o,^,� > /10 /10,-,q_X10.-,o O <br /> a, d \ x • <br /> ISOLATION JOINT ISOLATION JOINT <br /> w <br /> W EX CONIC CAP 2 W ASPH PVMT <br /> d ' <br /> C3.1C3.1 SCALE: NTS C31. C3.1 SCALE: 1"=5' <br /> kl� f��{9 a� � i�f,A •'"X� .,,ys .✓ � '_ 3j���.A:lo-�:%eY: 7 <br /> _ a <br /> cre fir .+ �' ��, a,�� �� f -•�- �„ ,.x �� � � <br /> 1 SDMH REPAIR PAVING PLAN JOINT SEALER <br /> C3.0 C3.1 SCALE: 1"=2' 2" EX ASPHALT 4" ASPHALT PAVEMENT <br /> PAVEMENT <br /> 5"t EX CR - <br /> NOTES: 7" ASPHALT TREATED <br /> 1H:1V CUT BASE <br /> 1. REINFORCING SHALL CONTAIN #5 BARS @ 6" O.C. SLOPE - - -- <br /> REINFORCNG SHALL BE IN CONFORMANCE WITH WSDOT `- <br /> STD PLAN B-30.90-01, 72" FLAT SLAB TOP. X 0 12" CRB <br /> 2. CAST MH FRAME IN CONCRETE TOP SLAB, SO THAT MH <br /> RIM IS FLUSH WITH SURFACE. <br /> COMPACTED SUBGRADE <br /> 3 ASPHALT PAVEMENT <br /> C3.0 C3.1 SCALE: NTS <br /> NOTE: FULL SIZE IS 22" x 34" <br /> \x PROJECT SEER PORT OF EVERETT DWG. N0. <br /> D. GATES ESAS SHOWN q <br /> AS C3.1 <br /> Port o Di. BECKER DATE:27/2015 D U N LA P BULKHEAD QIP NO. F <br /> EVEfftRENOVATION 1-0-015-01 LL <br /> DRAWN BY: CHECKED BY: <br /> 16015th Avenue,Suite 1300 �,pff J. BECKER D. GATES PROJECTMT—HT-2015-06 <br /> P.O. TT, WA Seattle,Washington 98101 ® 7/27/15 XXX ISSUED FOR BID. f PAVING DETAILS C <br /> EVERETT, WA 98206 APPROVED BY: <br /> 425 259-3164 (206)382-0600 Fax(206)382-0500 SHEET NO- ,$-"'" F 23 <br /> ( I NO. DATE BY REVISION NO, DATE BY REVISIGN <br /> I`A* <br />