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GENERAL NOTES
1. PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED
UTILIZING GLOBAL POSITIONING SYSTEM GPS SURVEY TECHNIQUES USING TRIMBLE EQUIPMENT.
MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE
TIED INTO THE CONTROL POINTS UTILIZING TRIMBLE ELECTRONIC TOTAL STATIONS FOR THE
MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS
SET BY WAC 332-1304190.
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A FIELD SURVEY MADE ON
DECEMBER 7, 2020 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING
AT THAT TIME.
3. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON AS -BUILT FIELD LOCATION OF OBSERVABLE
EXISTING STRUCTURES, OTHER UTILITIES MAY EXIST. NO UNDERGROUND UTILITY LOCATE SERVICE AND
MAPPING THEREOF WAS PERFORMED FOR THIS SURVEY. NO SUB -SURFACE EXPLORATION WAS MADE TO
VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH
THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN OR CONSTRUCTION FOR
VERIFICATION.
4. NO EASEMENTS, RESTRICTIONS OR RESERVATION OF RECORD WHICH WOULD BE DISCLOSED BY TITLE
REPORTARESHOWN.
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CURB CUT
FOUND PUNCH IN
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12"ADS(NE)IE=347.31
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VERTICAL DATUM
ORIGINATING BENCHMARKS:
TAR # 362
SURFACE BRASS CAP, CL INTERSECTION WASHINGTON STAND SR -507
ELEVATIONS: RECORD 351.85 FT, NGVD 29 DATUM
ELEVATION CONVERTED TO NAVD88: 355.30 FT
FIELD MEASURED (GPS): 355.23 FT, NAVD 88 DATUM
TAR # 841
SURFACE BRASS CAP. CL MILL ROAD BE AT STOP BAR, 16' BE CL SR -507
ELEVATIONS: RECORD 349.66 FT, NOVO 29 DATUM
ELEVATION CONVERTED TO NAVD88: 353.10 FT
FIELD MEASURED (GPS): 353.04 FT, NAVD 88 DATUM
SITE BENCH MARKS SET: (NAVD88)
TBM W: MAG NAIL IN TOP OF CURB, NORTHWEST SIDE LONGMIRE ST, APPROX 60'
SOUTHWEST OF CENTERLINE BERRY VIEW DR.
ELEVATION: 351.14 FT
TBM'B': MAG NAIL IN TOP OF CURB, SOUTHEAST SIDE LONGMIRE ST, APPROX 185'
NORTHEASTOFCENTERLINE 100th AVESE
ELEVATION: 354.33 FT
HORIZONTAL DATUM
WASHINGTON STATE REFERENCE NETWORK NAD 2011 NORTH ZONE
BASIS OF BEARINGS IS THE BEARING FIELD MEASURED ALONG LONGMIRE STREET BE,
BETWEEN THE EXISTING STREET CENTERLINE RIGHT-OF-WAY MONUMENTS AT 1001h
AVENUE BE AND BERRY VALLEY DRIVE BE, SAID BEARING IS NORTH 40°30'57" EAST.
FOUND REBAR 8 CAP
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IREVISIONS: APPD.
REVISED UTILITY LINE 12/15/20
DATE: 12/11/2020
DESIGN:
DRAWN: CPC
CHECKED: MHM
REVISION
NUMBER:
SCALE: 1"=20'
PROJECT NUMBER:
ANNX00000002
DRAWING FILE:
SV-TP-ANNX0002.dwg
SHEET NO
OF 1
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IREVISIONS: APPD.
REVISED UTILITY LINE 12/15/20
DATE: 12/11/2020
DESIGN:
DRAWN: CPC
CHECKED: MHM
REVISION
NUMBER:
SCALE: 1"=20'
PROJECT NUMBER:
ANNX00000002
DRAWING FILE:
SV-TP-ANNX0002.dwg
SHEET NO
OF 1
1