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CONIC GUTTER WHERE (4) GALVANIZED 1/2"0 <br /> OCCURS, SEE T-31 <br /> HYDROPHILIC WATERSTOP BETWEEN HILTIKWIK BOLT OR <br /> ECOLOGY BLOCK AND GUTTER APPROVED EQUAL WITH <br /> PORT SUPPLIED ECOLOGY BLOCK 3 1/4" MIN EMBED <br /> TRAFFIC BARRIER WHERE OCCURS <br /> FENCE PER CIVIL ECOLOGY BLOCK <br /> JOINT, SEE NOTE 1 FENCE POST <br /> EX RELOCATED <br /> PAVEMENT SECTION B FLAG POLE. SEE <br /> AND ELEVATION 51.4 51.4 a n PORT PROVIDED NOTE 2 AND 4 <br /> VARIES, SEE CIVIL 2'x2'x6' ECOLOGY <br /> w BLOCK, TYR 2" WATERPROOF <br /> COMPOUND <br /> GALVANIZED A36 BASE <br /> CONTRACTOR FURNISHED <br /> 2'x2'x6' ECOLOGY BLOCK, P 3 9 <br /> L1/2x6x0'-10" TAMPED DRY SAND <br /> TYP. SEE NOTES 1 & 5 HARDWOOD WEDGES <br /> /4 <br /> 0 0 MIN TYP TYP <br /> GALVANIZED ASTM A36 <br /> FOR PAVING, BACKFILL, AND CONTINUOUS x <br /> COMPACTION REQUIREMENTS, \//\�/\\%\ ANNGLE WILL BE EXPOSED <br /> SEE SPECIFICATIONS 2-6 \ \ <br /> \ \ \ \ AT 4'-0" WALL HEIGHT STEEL CENTERING <br /> \//\� B SECTION FOUNDATION SLEEVE WEDGES SEE NOTE 3 <br /> SEE NOTE 3 <br /> ///, S1.4 S1.4 SCALE: 1 1/2" = 1'-0" <br /> \ GALVANIED 5/8"0 HILTI <br /> ` STEEL SUPPORT PLATE <br /> KWIK-BOLT OR APPROVED o <br /> EQUAL WITH 3 1/8" MIN SEE NOTE 3 \ j\\j CONCRETE FOUNDATION <br /> 2-0 EMBED CENTERED ON EA V <br /> TYP ECOLOGY BLOCK FOOTING 3-0 LIGHTENING GROUND <br /> SPIKE SEE NOTE 3 <br /> CONTRACTOR FURNISHED FLAG POLE FOUNDATION <br /> 2'x2'x6' ECOLOGY BLOCK C2.2 51.4 SCALE: 1/2" = 1'-0" <br /> 012" MIN CSBC FOOTING LAID ON ITS SIDE, <br /> SEE SPECIFICATION SEE NOTE 5 <br /> A RETAINING WALL SECTION N: 361433.57 NOTES <br /> C3.8 51.4 SCALE: 3/4" = 1'-0" E: 1301516.15 1. STAGGER JOINTS BETWEEN TOP AND BOTTOM ROW <br /> #4 WITH STANDARD HOOK © 12" OC OUTLINE OF BUILDING <br /> OF ECOLOGY BLOCKS AT 3'-0". <br /> EW. ADJUST BARS AS REQUIRED UP CONCRETE FOUNDATION <br /> TO 6" BUT WITHOUT EXCEEDING THE N: 361416.58 #4 fl STIRRUPS @ 8" OC, TYP 2. EXISTING FLAG POLE TO BE RELOCATED PER C2.4 <br /> 12" MINIMUM SPACING FOR CONFLICTS ANCHORAGE TO <br /> WITH CONDUIT PENETRATIONS BUILDING PER E: 1301515.56 EXISTING FLAG POLE FOUNDATION UNKNOWN. IF <br /> MANUFACTURER GUARD SHACK, SEE POLE IS EMBEDDED IN GROUT, CUT <br /> OFF AT BASE, <br /> SPECIFICATIONS OTHERWISE REMOVE POLE AND INSTALL PER <br /> 51.4 51.4 <br /> STIRRUPS PER PLAN r 3. FOUNDATION SLEEVE, STEEL CENTERING WEDGES, <br /> STEEL SUPPORT PLATE, AND LIGHTENING GROUND <br /> z Q SPIKE SHALL BE PROVIDED IN A FLAG POLE <br /> o • • • • • • • FOUNDATION KIT FROM CONCORD AMERICAN <br /> \ \ \ TYP FLAGPOLE OR APPROVED EQUAL. <br /> C 4. CONTRACTOR SHALL VERIFY FLAG POLE HEIGHT <br /> 51.4 S1.4 DOES NOT EXCEED 40 FEET. IF THE FLAG POLE <br /> IS LARGER THAN 40 FEET, NOTIFY THE ENGINEER <br /> IMMEDIATELY. <br /> 1 (4) #4 LONGITUDINAL BARS o O <br /> 5. CONCRETE ECOLOGY BLOCKS FOR THE CONCRETE <br /> 2'-0" BLOCK WALL SHALL BE FURNISHED BY THE <br /> //\/\/�\�/�\�/�\�/�\�/�\�/\\///\/j\ • • I CONTRACTOR. BLOCKS SHALL BE N NEW <br /> - CONDITION FREE OF CRACKS, SPACES AND OTHER <br /> DAMAGE. BLOCKS SHALL HAVE A MINIMUM WEIGHT <br /> \r\ \ FOR PAVING, BACKFILL, AND L OF 3600 LBS. <br /> COMPACTION REQUIREMENTS, 01 <br /> SEE SPECIFICATIONS CALL 48HOURS <br /> \\ CONDUIT TERMINATE CORNER <br /> PENETRATION, TYP BARS WITH A BEFORE YOU DIG <br /> 16'-0" STANDARD HOOK, TYP DIAL811 <br /> m \�/�\�/j\�/� g^r .10 <br /> 12" MIN CS B C. TYP <br /> VERT DATUM: NAVD 88 <br /> C SECTION 1 GUARD SHACK FOUNDATION PLAN HORz o DATUM:NaD a3j98+2.° ' <br /> 5,< S1.4 51.4 SCALE: 1/2" - 1'-0" <br /> o S1.4 51.4 SCALE: 1 1/2" - 1'-0" IF SHEET IS LESS THAN 22x34 W <br /> m CL 11 REDUCE SCALE ACCORDINGLY > <br /> m <br /> 0 LU <br /> PROJECT ENGINEER: SCALE: <br /> DWG. N0. <br /> W.B$RC' N. WATSON AS SHOWN PORT OF EVERETT SI A <br /> 7 <br /> Port O,f DESIGNED BY: DATE: <br /> °9z K. PROUGH 06/21/2021 NORTON TERMINAL DEVELOPMENT CIP No. <br /> 1-8-900-05�9l'' <br /> DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION <br /> EURETT1Tff V <br /> N <br /> ;.�¢ T. LEMONS S. STORY NROOJECTMT-NT-2021-02.2 16015th Avenue,Suite 1300 � isi. ��' ,.(�� SECTIONS o P.O. BOX 538 Seattle,Washington 98101 ® 06/21/2021 NW NEW SHEET �OryAL EN µ' APPROVED BY: <br /> N (425) T, - 98206 pROJECTNO.B0 Fax 1600120206)382-0500 No. DATE BY REvisioN No. DATE BY RevisioN SHEET N0. 102 OF 149 0 <br /> (425) 2593164 <br />