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LEGEND: <br /> 1 ST AVENUE TRANSITION � ACP CL. 1/2 IN PG 58-22 <br /> 1 ' 17' � 17' 1 ' � CRUSHED SURFACING BASE COURSE <br /> PROFILE GRADE I �3 STRUCTURAL FILL <br /> SEE SHEET C3.4 <br /> �4 PREPARED SUBGRADE <br /> 2� 290 � NOT USED <br /> �-- -+ <br /> � QUARRY SPALLS <br /> 2 I 2 �7 SHOULDER BALLAST <br /> 1 � EXISTING � � <br /> GRADE <br /> � 4" 4" � <br /> 6» 2" <br /> 4 3 2 1 <br /> C INTERIM ACCESS ROAD - TYPICAL SECTION <br /> �� .3 NOT TO SCALE (1 ST AVE STA 10+00 TO STA 11 +50) <br /> BOLTS: 2 PER JOINT BOARDS: 8" x 1 " ' <br /> 1/2" X 3" LAG OR 12" x 1 ", IYP. <br /> SCREWS GALV., TYP. <br /> • <br /> 12TH STREET <br /> 1 ' 12' � 12' 1 ' <br /> � 2% 2� <br /> �� �i <br /> � <br /> � � STRIPE NOTES: � � � 1 <br /> � � <br /> � � � COLOR: EXISTING <br /> � v ORANGE AND WHITE REFLECTORIZED GRADE <br /> - - - <br /> - - - - - - - - - - - - <br /> SLANT DOWNWARD, RIGHT OR LEF�T, IN ' - - - - - - - - - - - - - - - - - - - - - <br /> DIRECTION TRAFFIC WILL PASS. SLANT 4� 4� <br /> • BOTH DIRECTIONS FROM MIDDLE IF 7 � <br /> TRAFFIC PASSES BOTH ENDS. � <br /> WIDTH 6-INCHES EXCEPT 4-INCHES IF 4 3 �2 6 <br /> RAILS ARE LESS THAN 36-INCHES <br /> LONG. <br /> 6" 6" SLANT DOWNWARD TO MIDDLE AT END <br /> i � OF CLOSED ROAD. SEE MUTCD SECTION D CONSTRUCTION ENTRANCE — IYPICAL SECTION <br /> 6F63. <br /> � �� .3 NOT TO SCALE (12TH ST STA 83+ 12 TO STA 84+32) <br /> � <br /> I N <br /> � � <br /> � � � <br /> � <br /> � PLA@�S APPROVED <br /> M POSTS: 4" x 6" MIN. <br /> �, 12" VARIES, 24" MIN. � <br /> PRESSURE TREATED OR Pueu ERYICE� QATE <br /> ° (TYP.) CEDAR PAINTED WHITE, TYP. <br /> U <br /> PUBLIC WORKS <br /> � ER4SION DRAINAtiE DEPARTMENT <br /> � NOTE: ALL DIMENSIONS SHOWN A PUBUC WORKS PERMiT IS REQUIREDPRIOR <br /> m I N M I LLI M ETERS. TO STARTIN� IWY CONSTRUCTION ON THIS <br /> Z 1 FIXED (INTERIM) TYPE III BARRICADE <br /> o TY NGiNE R PROIECT. APPROVAI FOR THiS PROJ£CT IS <br /> CONDITIONAL PER CURRENT S7ANDAROS <br /> � ANfl EXPIR£S�_UNlES5 PERMR <br /> � I� ..3 NOT TO SCALE FOR CONSTRUC IQN HAS BEEN ISSUED <br /> � <br /> � <br /> � <br /> Z <br /> O <br /> U <br /> � <br /> o �,�,� <br /> r� NOTE: <br /> o IF "L" DOES NOT MEASURE 1 " <br /> � E A R L Y R O A D W A Y A N D U T IL I T I E S B!D P A C K A G E 1 3 ADJUST SCALES ACCORDINGLY. <br /> N f <br /> � � �` N• K 1� PROJECT ENGINEER: SCALE: " P O R T O F E V E R E T T <br /> v . . DWG. N0. <br /> � � � � 8/29/08 BID PACKAGE 13 — BID SET JG,�I►oFWA��Y,p H. KUYPER 1 =60 I � . � <br /> � Or O $�8�08 EARLY ROADWAY & UTILITIES �� � . ��o � °ES'�"E° BY: °ATE: NORTH MARINA REDEVELOPMENT <br /> B�� PACKAGE 13 - REVIEW - R. AWAD AUGUST 4, 2006 CIP N0. <br /> 0 728 134th Street SW - Suite 200 �,� � DRAWN BY: CHECKED BY: INFRASTRUCTURE PHASE 1 3-0-003-09 <br /> � Everett. Washin ton 98204 � 3��6/07 CONFORMED SET ADDENDA 1-4 9� �F�/STER�dy►�'� G. M EN DEN HALL H. K UYP ER I N T E R I T R A F F I C PROJECT _ _ _ <br /> � P.O. BOX 538 9 S/pp���� I�ll N0. P� NM 2��5 �6 <br /> `�' EVERETT, wA 9s2os Ph: 425 741-3800 � 8�4/06 PERMIT APPROVAL/CONSTRUCTION APPRovE� aY: � <br /> a (425) 259-3164 _ _ No. �,4TE BY REVISION NO. DATE BY REVISION �/`� ���� � A C C E S S D E TA I LS SHEET N0. 8 OF 83 <br /> JOB No. 21 07 004 <br />