fb2234_6459Index#1
Riverside County Survey: Field Book Table of Contents
FIELD BOOK#:
2234
SECTION(S)
9/16
SURVEY#:
6459
TOWNSHIP
7S
WO#
C1-0434
RANGE
8E
PLAN #:
Control
NAD83 & 2007/NGVD 29
PROJECT NAME:
66th Ave
Index Number(s)
Item
Index Date
Notes
1-2
Table of Contents
03/1621
3d
Fact Sheet
03/1621
Field Notes -GPS Log Sheer
5.6
Field Notes - Alignment
D3/16/21
Field Notes - HVP's
Field Notes -HVP Level
Field Notes - Sectional
7-8
Field Notes -Traverse
03/1621
9-10
Field Notes -Traverse Levels
03/16/21
Field Notts- Monument Recover
Calc Notes -Sectional
Calc Notes -Alignment
Calc Notes -Right of Way
Calc Notes - Easement
Control -HVP's
11-12
Control- Traverse/Monuments
03/16/21
Control -SeRbnal
Control - Monuments
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Index N2
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Tnde>c # 3
re2234 5-6459
N.O.#: Ci -0434 Project: 65TH AVE SIDEWALK TOPO Date: 1215/10
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS: N. 89037'38" E. , BEING THE SECTION LINE BETWEEN SECTIO
9 AND 16, BETWEEN POINTS 202 AND 204
PER POINTS DERIVED USING RTK CORS BASE STATION"SLMS(EPOCH 2009)
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83,
ZONE 6, BASED LOCALLY ON CONTROL STATIONS: '
NGS PID: AJ1926 CSRC SITE CODE: SLMS
NGS PID: CSRC SITE CODE:
NGS PID: CSRC SITE CODE:
NAD 83 (NSRS 2007( AS SHOWN HEREON. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE GRID UNLESS
SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCES BY
ACOMBINATION FACTOR OF 1.000025571 ; CALCULATIONS MADE AT POINT #203
COORDINATES: N 2150745.40 E 6589150.76 ELEV
CONVERGENCE ANGLE: 0002158"
BENCH MARK:
THE BENCH MARK USED FOR THIS SURVEY IS: 131-1-70 DATUM: NGVD29 ELEVATION: -128.38
DESCRIPTION:
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Combo Factor
Project: 66TH AVE TOPO
User name
ahavens Date & Time 9:28:57 AM 12/152010
Coordinate System
US State Plane 1983 Zone Califomia Zone 6 0406
Project Damm
NAD 1983 (Conus)
Vertical Damm
NGVD 29 Geoid Model SoCa103
Coordinate Units
US survey feet _
Distance Units
US survey feet
Height Units
US survey feet
MME EPOCH POR THIS PR Cr IS 2009 BASED ON GEOID 03.
THE COORDINATE SYSTEM FOR THIS PROJECT IS NAD 83.
THE PROJECT COMBO FACTOR IS 0.99997443 AT MaM 203.
THE PROJECT CONVERGENCE ANGLE IS 0^02'58" AT POINT 203.
THE CONTROL POINTS WERE ESTABLISH® USING RIR CORS BASE STATION BLMN.
THE ELEVATIONS ARE BASED ON DIFFERENTIAL LEVELS FROM EM 131-1-70 (DESTROYED MING) FOUND CDT BOX
ON TC O NE'LY CORNER OF TYLER ST AND 66� AVE, PER PIAN j)930 -E.
TME VHRTICAL ORION FOR THIS PROJECT IS NGVD29.
POINT
NORTH
EAST
ELLIP HEIGHT
ELEV.
COMBO FACTOR
CONVERGENCE
DESC
101
2150775.4758aft
6587868.6824aft
-237.9014aft
369.70aft
0.99997390
0002'50"
102
2150705.5259eft
6588874.6507aft
-243.2867aft
363.44sft
0.39997415
0002157"
REEAR
103
2150766.6221sft
6589819.4079aft
-256-10675ft'
350.66aft
0.99997477
0003103"
RERAR
FEEAR
104
2150773.6258aft
6590783.4623aft
-263.1133sft
343.7Gaft
0.99997511
0003'091
201
2150724.5658oft
6596495.B560sft
-223.9628sft
000.00eft
0.99997323
REBAR
202
2150736.6178sft
6587811.8144aft
-238.7445aft
000.009ft
0.99997394
0"02'411
STAG
203
2150745.4035sft
6589150.7580aft
-249.0255aft
000.003ft
0.99997443
0002'50"
0002'58"
IP
204
2150753.6693sft
6590417.7G72aft
-259.9746sft
000.00aft
0.99997495
NTAG
205
2150756.0375sft
6590784.8319aft
-262.3908aft
000.003ft
0.99997507
0903107"
NTAG
206
2150770.5640sft
6593043.9333oft
-271.9291aft
000.00sft
0.99997553
0003109"
0003'24^
NMG
SINS
2050062.07985ft
6644835.5938a£t
-148.1843oft
-37.599ft
0.99996148
BRASBD
0o08'Sae
Zn hex # 12
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