Laserfiche WebLink
EXISTING <br />GRADE <br />In <br />W <br />E <br />2 <br />5.5' <br />�-- 3' MIN S LOA <br />8 0' 14.5' <br />UNLOAD <br />ZONE <br />3 1.97. <br />4.9% <br />4) <br />SIDEWALK SECTION A —A <br />PER SIDEWALK AND PLAZA GRADING PLAN <br />N.T.S. <br />MARQUEE <br />',APARTMENTS <br />EXISTING <br />r GRADE <br />PER SIDEWALK AND PLAZA GRADING PLAN <br />N.T.S. <br />1.75" <br />TRENCH DRAIN DETAIL <br />25" DURASLOT TRENCH DRAIN OR APPROVED EQUAL <br />N.T.S. <br />MATCH <br />CONSTRUCTION NOTES: <br />OCEMENT CONC. CURB AND GUTTER PER CITY OF <br />EVERETT STANDARD DWG NO. 307. <br />O2 NOT USED. <br />OHMA CL 1 /2 INCH, PG 58H-22 0.08' DEEPER THAN <br />EXISTING OR 0.25' MIN, WHICHEVER IS GREATER. . <br />0.5' CRUSHED SURFACING BASE COURSE. <br />0.33' CEMENT CONC. SIDEWALK PER CITY OF EVERETT <br />STANDARD DWG NO. 312. <br />fl 0.5' CEMENT CONC. DRIVEWAY. <br />EXISTING 1'MIN <br />APARTMENT SLOPE O 0.17' CRUSHED SURFACING BASE COURSE. <br />CEMENT CONC. (0.67' MIN) I EXISTING ALLEY PAVEMENT <br />REPAIR TO BE 1 " THICKER <br />THAN PERVIOUS. I EXCAVATION LIMITS <br />0.5' CRUSHED SURFACING <br />TOP COURSE <br />ALLEY REPAIR SECTION C—C <br />PER SIDEWALK & PLAZA GRADING PLAN <br />N.T.S. <br />6.5" CEMENT CONC. <br />COMPACTED GRANULAR SOIL <br />Know what's below. <br />Call before you dig. <br />PERTEET <br />2707 COLBY AVENUE, SUITE 900 <br />EVERETT, WA 98201 <br />425.252.7700 1800.615.9900 <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />1 b DETAILS ADDED & UPDATED 11 /7/19 <br />NO. DESCRIPTION DATE <br />REVISIONS <br />PROJECT NO: 20180241 <br />DATE: 02/2019 <br />DRAWN BY: MC <br />APPROVAL: MRM <br />Marquee <br />Apartments <br />2721 Wetmore Ave <br />Everett, WA <br />Details <br />DESIGN DEVELOPMENT <br />PHASE <br />SHEET NO: <br />C5.0 <br />