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CONSTRUCTION NOTES. <br /> P <br /> ERTEET <br /> O1 CEMENT CONC. CURB AND GUTTER PER CITY OF 2707 COLBYAVENUE,SUITE 900 <br /> EVERETT STANDARD DWG N0. 307. EVERETT,WA98201 <br /> 425.252.7700 I 800.615.9900 <br /> � �2 NOT USED. `�� , <br /> O3 HMA CL 1/2 INCH, PG 58H-22 0.08' DEEPER THAN � <br /> EXISTING OR 0.25' MIN, WHICHEVER IS GREATER. . <br /> 4O 0.5' CRUSHED SURFACING BASE COURSE. <br /> 5.5' O5 0.33' CEMENT CONC. SIDEWALK PER CITY OF EVERETT <br /> � S LOA � 8 0' 14.5' STANDARD DWG N0. 312. <br /> 3 MIN UNLOAD <br /> ZONE 1b <br /> 1 b MATCH 6O 0.5' CEMENT CONC. DRIVEWAY. ` <br /> 3 � 9% 14' 18' � EXISTING 1'MIN ;, , <br /> _� 4•9% 0.5� 3 APARTMENT SLOPE �7 0.17' CRUSHED SURFACING BASE COURSE. <br /> '--." -•--- MARQ U EE '--"'- � ' <br /> — — � — — — APARTMENTS 3.7� 0.3� _ <br /> � - - - - - - —� '~— MARQUEE _ - - - - - <br /> EXISTING / � APARTMENTS 6» _ J , <br /> GRADE 5 EXISTING � � <br /> GRADE � � <br /> 4 � 6 CEMENT CONC. (0.67' MIN) I EXISTING ALLEY PAVEMENT <br /> 4 1 .. <br /> 4 4 � REPAIR TO BE 1 " THICKER � <br /> THAN PERVIOUS. � E X C A V A T I O N L I M I T S <br /> DU RASLOT <br /> TRENCH DRAIN 0.5' CRUSHED SURFACING �:. <br /> TOP COURSE <br /> SIDEWALK SECTION A—A DRIVEWAY SECTION - ALLEY REPAIR SECTION C—C � , <br /> PER SIDEWALK AND PLAZA GRADING PLAN PER SIDEWALK AND PLAZA GRADING PLAN PER SIDEWALK & PLAZA GRADING PLAN ; <br /> N.T.S. N.T.S. N.T.S. <br /> ,5. <br /> r� <br /> 1 .75" <br /> 1b <br /> ,�:. <br /> ' • . . • Q •a . , � <br /> d " . ; • . • <br /> � � � � � d ° �a � ' � a 6.5" CEMENT CONC. � <br /> . a, . ' ' 2.5" • .° . . � a' . ° <br /> .Q . � <br /> .a • ' • .� d .� . � . . <br /> , . d Q . d : <br /> a•� . • • <br /> . ' . a. �a • • ' � , <br /> .d . 8�, DIAM 'a ° • • gER T r�: � <br /> • . . a . <br /> ' ' �. • �oF w,asy��9 . <br /> I . � �. � <br /> o •aa . • �� Qti �` ' � <br /> � <br /> �C � . I • ' � � •ad. ( I . I �. . . . . � . � Y � . . <br /> C a• <br /> Z I I ( ( I I I I � ,Q 54923 <br /> � <br /> � '`�F F�,srE�� � . <br /> o COMPACTED GRANULAR SOIL J' \ <br /> � S��NA� E�� <br /> � III III III III II ) <br /> o I I I I I I I I I I I I I I � ��1� ��'�� -. <br /> � :. , <br /> � 1 b DETAILS ADDED & UPDATED 11/7/19 �� <br /> N � <br /> o NO. DESCRIPT�ON DATE <br /> � <br /> o REVISIONS � <br /> N <br /> � <br /> � <br /> � <br /> � 6" 6'� PROJECT NO: 20180241 <br /> � <br /> � DATE: 02/2019 � <br /> o . <br /> ❑ <br /> Q DRAWN BY: MC <br /> " TRENCH DRAIN DETAIL <br /> � APPROVAL: MRM <br /> � 25" DURASLOT TRENCH DRAIN OR APPROVED EQUAL <br /> @ N.T.S. , <br /> a ;�; <br /> � Marquee . � <br /> � <br /> � <br /> L <br /> � <br /> � Apartments <br /> , <br /> � <br /> N <br /> O <br /> � <br /> � <br /> O <br /> N 2721 Wetmore Ave � <br /> � Everett, WA <br /> .o <br /> � <br /> a <br /> � <br /> (0 ,fs' <br /> N <br /> W :s � <br /> @ Details �; <br /> � . <br /> @ <br /> � . <br /> 0 <br /> Y <br /> � <br /> i <br /> X , <br /> � <br /> a� , <br /> U � <br /> S <br /> � NAVD88 � DESIGN DEVELOPMENT � <br /> .� / <br /> PHASE <br /> � K110W WI18'�S bRIOW. SHEET NO: '�� <br /> � <br /> N Call beiore you dig. <br /> � <br /> , . <br /> � C5 . 0 <br /> N <br /> O <br /> N � <br /> � <br /> � <br /> � � <br /> N <br /> LL . . . . . � � . <br />