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GENERAL NOTES
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THE CONSTRUCTION PLAN AND SPECIFICATIONS REPRESENT THE
ENGINEER'S GENERAL APPROACH TO THE EXCAVATION, SHORING, AND
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SEQUENCING OF THE WORK. REFERENCE THE INSTRUCTION TO BIDDERS,
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SPECIFICATIONS, AND THE GEOTECHNICAL REPORT FOR ADDITIONAL
INFORMATION.
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NO UTILITIES MAY BE INSTALLED UNTIL SITE HAS ACHIEVED
WED
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ADEQUATE SETTLEMENT ENGINEER HAS ALLOWED THE
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INSTALLATION OF ANY SITE UTILITIES TO PROCEED SEE
REPORT FOR DISCUSSION OF THE ANTICIPATED
GEOTECHNICAL
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SETTLEMENT.
'FOR RETAINING WALL
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RETAINING WALL EXCAVATION, REFERENCE
PLAN. INSTALL GEO FABRIC STRUCTURAL REINFORCING PER
RETAINING WALL PLAN.
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INSTALL TURF AND RESTORE GOLF COURSE FAIRWAY AS REQUIRED
VAULT #1
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ALONG EDGE OF TEMPORARY CART PATH IMMEDIATELY OVER ANY
DAMAGED AREA.
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CONTRACTOR SHALL MAINTAIN TEMPORARY ACCESS ROAD AND CART
IRRIGATION SERVICE
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PATH. CONTRACTOR SHALL MAINTAIN EXISTING -
THROUGHOUT EXCAVATION AND CONSTRUCTION ACTIVITIES.
PRESERVE AND PROTECT, OR INSTALL TEMPORARY BY -PASS FOR
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EXISTING: PVC IRRIGATION MAINS AND IRRIGATION CONTROL WIRING
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AS REQUIRED. REFERENCE IRRIGATION RESTORATION AN DEMOLITION
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DRAWINGS.
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APPROXIMATE LIMITS OF CONSTRUCTION DURING GOLF COURSE PEAK
2 RECORD DRAWINGS RIB 1/06 GP
1 ISSUED FOR CONSTRUCTION RB 0/0' GP
NO. REVISION BY DATE APPR
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5 / ACCESS ROAD 01 -0_ - CONSTRUCTION RECORD DRAPING NOTICE
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ASPHALT PAVED These record drawings have been ;prepared based upon
/ 2z,,^-i5-, 119_ information contained in addenda, change orders, or 2
SAND PAD, IF } ' other available! construction information, and information
NECESSARY NOT TO SCALE
o 'R °O Provided by the Contractor, and by others. HDR has not
3 verified the accuracy or completeness of the information
i provided to it and does hot warrant the accuracy or
/ ° 20 40 SETTLEMENT MONITORING PLATE completeness al these record drawings. Users of this
\ IL information shall be solely responsible to verify any and
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/ SCALEFEET - �SMPI DETA B. + r-+ e information.
SURVEYED: herein prior to any such use
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SURVEYED: - SCALE: AS SHOWN °i Y- LITY OF RE 1 O1V DATE: OCTOBER, 2003 1
DESIGNED: J.E. VERTICAL: NAVD 1988 Planning /Building /Public works Dept.
ECONOMIC AND ENGINEERING PROJECT No.
DRAWN: R.B. ONE INCH HORIZONTAL: NAD 1983/1991 Kennedy /Jenks SERVICES, INC. 3 -01 -358
CHECKED: G.P. Consultants MAPLEWOOD
APPROVED: - AT FULL SCALE 10900 NE 4TH STREET, SUITE 1110
REVISION No.
32001 32nd Ave: S., Suite 100 WATER TREATMENT AND GOLF COURSE IMPROVEMENTS 2
DATUM BELLEVUE, WASHINGTON 98004
IF NOT ONE INCH Federal Way, Washington 98001 EXCAVATION PLAN !3 OF 4 SHT NO
SCALE ACCORDINGLY PORTLAND, OR / BELLEWE; WA / KENNEWICK, WA /OLYMPIA, WA
PRE -LOAD DWG NO. C16
D E F G H i K L M N W— 1219115 131
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kg SCANNED OCT 2 7 M
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