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WATER—TIGHT STEEL 2'X2'X3.5" CONCRETE SURFACE
<br /> GENERAL PROJECT NOTES: MONUMENT (TRAFFIC—RATED) PAD (CAST—IN—PLACE WITH
<br /> 1. REFER TO DRAWING C1.0 FOR NOTES.
<br /> WATER—TIGHT J—PLUG FORMS) (SLOPE TO DRAIN
<br /> WELL CAP AWAY FROM WELL)
<br /> FINISHED GRADE — GROUND SU�EACE
<br /> GENERAL CONSTRUCTION NOTES: 2' 10' 2'
<br /> MI
<br /> 1. REFER TO DRAWING C1.0 FOR NOTES. 1 18" (MIN) IM <\//\/
<br /> 2
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<br /> AND CLEARING NOTES: _ _ _ ���,�\\, %�:��:��:��,�� %�:��� •�.������� �:,������������������\�/\\/,
<br /> DEMOLITION _ /%,/i,./i,,/i,,/%, /i%/i,,!
<br /> /ice/i.�/i.� ,�//,�//,��/��/\//�\�/��/% CONCRETE
<br /> 1. REFER TO DRAWING C1.0 FOR NOTES.
<br /> COMPACTED MATERIAL
<br /> SEE LAYOUT AND PAVING PLANS
<br /> TESL NOTES: R VING
<br /> STRUCTURAL FILL/CSBC AS REQUIRED MONITORWELL
<br /> 1. REFER TO DRAWING C1.0 FOR NOTES. TYPICAL TRAIL SECTION A
<br /> TO SURFACE ri.
<br /> NTS — FLUSH MOUNTED WELLHEAD COMPLETION C2.3,
<br /> GRADING AND DRAINAGE NOTES
<br /> *REFER TO SHEETS C3.0 THROUGH C3.2 FOR TRAIL SECTIONS.
<br /> 1. GRADING ACTIVITIES FOR THE TRAIL CONSTRUCTION INCLUDE SOIL THIS SECTION REPRESENTS THE BASIC COMPONENTS INCLUDING
<br /> EXCAVATION, REMOVAL, AND COMPACTION PRIOR TO CONSTRUCTING CUTS AND FILL TO CONSTRUCT THE PAVED TRAIL SECTION.
<br /> THE PROPOSED TRAIL IMPROVEMENTS. REFER TO GEOTECHNICAL REFER TO LAYOUT AND PAVING PLANS FOR APPLICABLE
<br /> RECOMMENDATIONS AND SITE SPECIFICATIONS. ALSO REFER TO MATERIALS THICKNESSES.
<br /> DEMOLITION AND CLEARING NOTES FOR SOIL AMENDING.
<br /> 2. SITE GRADING INCLUDES REMOVAL OF MINIMUM 6 INCHES OF SOIL
<br /> BENEATH THE TRAIL SECTION. THIS MATERIAL AND OTHER MATERIAL
<br /> GENERATED BY FURTHER EXCAVATION TO ESTABLISH TRAIL
<br /> SUBGRADE IS EXPECTED TO REMAIN ON SITE. AREAS HIGHER THAN
<br /> 12.7 FEET ELEVATION (KNOWN AS THE FLOODPLAIN ELEVATION) MAY
<br /> BE USED TO WASTE EXCAVATION SPOILS AS SHOWN IN THE PLANS.
<br /> CONTRACTOR SHALL MANAGE SOIL ON SITE TO DETERMINE AREAS
<br /> OF STOCKPILE AND AVOID AREA REWORK.
<br /> 3. GRADING SECTIONS HAVE BEEN CREATED AND INCLUDED IN
<br /> C3.0—C3.2 DRAWINGS TO VERIFY AND DEMONSTRATE POSITIVE
<br /> DRAINAGE FOR THE TRAIL, TRAIL CONNECTIONS AND VIEWPOINTS. IT
<br /> IS ANTICIPATED THAT FIELD CONDITIONS MAY DICTATE ACCEPTABLE
<br /> EARTHWORK ADJUSTMENTS PROVIDED THAT EXISTING POSITIVE
<br /> DRAINAGE IS MAINTAINED OR ACHIEVED.
<br /> 4. CONTRACTOR SHALL FIELD LOCATE ALL EXISTING OUTFALLS BENEATH
<br /> THE TRAIL AND MARK THEM TO AVOID DAMAGING DURING
<br /> EXCAVATION OR WITH CONSTRUCTION EQUIPMENT, AS EXISTING
<br /> DEPTH OF COVER MAY BE REDUCED DURING CONSTRUCTION.
<br /> 5. CONTRACTOR SHALL MAINTAIN CURRENT FLOW PATTERNS ONSITE AS
<br /> 3
<br /> NOTED IN THE PLANS AND REGRADED AS NEEDED TO PREVENT
<br /> W PONDING BEHIND THE TRAIL AT PROFILE LOW POINTS. CONTRACTOR
<br /> z SHALL COORDINATE EXCAVATION SPOIL LOCATIONS ACCORDINGLY. •
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<br /> RECORD DRAWINGS
<br /> THESE RECORD DOCUMENTS HAVE BEEN PREPARED FROM THE
<br /> CONTRACTOR'S REDLINED MARK—UPS OF THE CONSTRUCTION
<br /> DOCUMENTS. THE ENGINEER OF RECORD SIGNING OR NOTED IN
<br /> S THESE RECORD DRAWINGS HAS NOT WITNESSED ALL ELEMENTS OF
<br /> CONSTRUCTION AND IS NOT RESPONSIBLE FOR ERRORS OR
<br /> ,:i OMISSIONS IN DATA PROVIDED BY THE CONTRACTOR'S REDLINES.
<br /> RECORD DRAWINGS
<br /> PROJECT ENGINEER: SCALE: PORT O F EVERETT
<br /> DWG. NO.
<br /> IQIICall 81 41 II C. BORZI0 AS SHOWNC2.0
<br /> , o two business
<br /> �Port of ,: ,?. before you dig DESIGNED BY: DATE: RIVERSIDE BUSINESS PARK 3-0-031-01,
<br /> C. RAPP 03/23/2018 CIP NO. 3-0-022-01,
<br /> ��; �, PUBLIC ACCESS TRAIL SEGMENTS C, D, 5-0-015-01
<br /> cv ��� TT 16015th Avenue,Suite 1600 DRAWN BY. CHECKED BY:
<br /> `� �R - Seattle,WA 98101
<br /> �',\7�., ,.�., 1. 206.622.5822 a 02.20.20 AGC RECORD DRAWINGS T. DEWITT A. CISNEROS F, J , AND K WITH VI EWPOI NTS G AND H PROJECT
<br /> "" No. PA—RS-2018-02
<br /> www.kpff.com APPROVED BY: I N A G E NOTES
<br /> R, ,,.....„r
<br /> � P .0. BOX 538 � `,� 03.23.18 AGC 100% PERMIT SUBMITTAL AND D R A
<br /> � ,: � GRADING A
<br /> EVERETT, WA 98206 fr
<br /> (425) 259-3164 PROJECT NO. 1600312 NO. DATE BY REVISION NO. DATE BY REVISION AND DETAILS SHEET NO. 19 OF 48
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