Laserfiche WebLink
1 <br /> 6'-6" JS 3/8"0 LAG SCREW, 3/8" ASPHALT ANCHOR AT <br /> REMOVABLE I /� COUNTERSINK DECK <br /> 2'-O"0 O.C. COUNTERSINK <br /> BOLLARD, TYP. I I I TO ACCEPT SCREW SLEEPER TO ACCEPT NUT. <br /> ` HEAD, TYP. EMBED 6" INTO ASPHALT. <br /> 0 0 0 0 O \ 1/4" NOSE TIMBER DECK SUBMIT FOR APPROVAL, TYP. TIMBER <br /> 116 <br /> 112 MAX. SLEEPER <br /> 106 111 108 • TOP OF �� us� <br /> H_________ <br /> ° EXISTING DECK <br /> _I l' , --a C...... _ <br /> N N awAlliry <br /> ° _� <br /> N <br /> N O <br /> ° _ EXISTING TIMBER EXISTING ASPHALT <br /> ° <br /> DECK OVERLAY <br /> / <br /> ° ° . 0SECTION <br /> .1111410fillir <br /> SCALE: 3/4" = 1'-0" <br /> Xi <br /> 117 <br /> 2 <br /> 107 ° <br /> a <br /> d <br /> 0 <br /> ° 4"t CONCRETE <br /> SIDEWALK 3000 PSI <br /> 'IA <br /> 4x4 W4.0/4.0 <br /> Z ` a ° i WWF, TYP. <br /> CD Z' C.Ja ' N 2"t CRUSHED <br /> / COMPACT <br /> Z /I . 0 a d SUBGRADE <br /> /cc <br /> Tc i 4x12 TIMBER a <br /> 4x TIMBER — — — DECK WTH TYPICAL CONCRETE SIDEWALK SECTION <br /> o SLEEPER, TYP. / _ _ 1/4" GAP, TYP. °a.6 SCALE: 1/8" = 1'-0" <br /> Z <br /> w <br /> Z <br /> 0 <br /> F , <br /> o 113 x/109a <br /> a ° NEW DRIVEWAY <br /> z <br /> 0 0 <br /> o DECK JOINT <br /> _ _ _ _ J i110 <br /> a — EXISTING <br /> o _ _ _ CONCRETE JOINT 3/8"t JOINT <br /> Ea — — — — SIDEWALK SEALANT FILLER, FULL DEPTH <br /> o SEE CITY OF EVERETT <br /> W — -i_-_- _ <br /> w CEMENT RCONCRETE <br /> 09 <br /> o _ DRIVEWAY RAMP-TYPE 3 <br /> — EXISTING <br /> NEW TIMBER CONCRETE SIDEWALK <br /> cc DRIVEWAY RAMP 2" CLR. <br /> La TYP. <br /> La EXISTING <br /> o <br /> 0 EXISTING 114 PLANTING <br /> :?_ =NZ <br /> TIMBER DECK EXISTING 110 ( 'i EXISTING <br /> ASPNgLT OVERLAY CONCRETE CURB <br /> N TYPICAL CONCRETE SIDEWALK CONSTRUCTION JOINT <br /> 1 DETAIL !J 1// �j <br /> SCALE: 1/8" = 1'-0" �x A <br /> W <br /> � C1.01 SCALE: 1" = 4'-0" <br /> LY, IF THIS DRAWING IS NOT <br /> W 22"x34" SCALE ACCORDINGLY. <br /> 0 <br /> PROJECT ENGINEER: SCALE: DWG. NO. <br /> I- I PORT OF EVERETT <br /> a PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY ,IAN n T. BELSICK NOTED C1.02 <br /> Port of PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE \4.� � SEINER WHARF SEGMENT D <br /> CONSTRUCTION •OF THE DESIGN SHOWN ON THESE DRAWINGS. • °I l DESIGNED BY: DATE: <br /> 1 n36 P,,mhAvenue 5.,SoA.5 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, /` �'�j g V. NGUYEN JUNE 13, 2016 CIP NO. 2-0-023-01 <br /> b "i, ECM © Scartic,IX�ns6m1n,m78I34 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF �J ;-� r PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 <br /> 0 \�� C DRAWN BY: CHECKED BY: - <br /> N_ P:206.024.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br /> ��if) �• IS NG IN 1,HRS,INC. www.pndcnginners.a,m AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN �o,G, o 32 4o . ' G. DEAN T. BELSICK PROJECT MR-CM-2016-06 <br /> O '/ / NP ANOYVMANNER HNAT WOULD ONSTTUTE SO DETRIMENT USED �SSA�NAL6�'�G` APPROVED BY: SEGMENT N0. <br /> P.O. BOX 538 AI06/13 16 TB ISSUED FOR BID AND CONSTRUCTION <br /> j EVERETT,WA 98206 DIRECTLY OR INDIRECTLY TO PND. <br /> (425) 259-3164N0. DATE BY REVISION 401//, TIMBER DRIVEWAY RAMP DETAILS SHEET NO. 48 OF 71 <br />