fb2245_6645Index 41
Riverside County Survey: Field Book Table of Contents
FIELD BOOK # :
2245
SECTION(S)
8
SURVEY#:
6645
TOWNSHIP
55
WO#
D2-0075
RANGE
7E
PLAN #:
PROJECT NAME:
TRINItvaaCLE
Index Number(s)
Item
Index Date
Notes
1-2
Table of Contents
04/27/22
3-0
Fact sheet
N/27/22
xx'd lun copy 4n6/n
5-6
Field Notes -GPS Log Sheet
04/27/22
em'd haw copy 4nWn
Field Notes -HVP'S
Field Notes- HIT Level
Field Notes - Sectional
Field Notes - Traverse
Field Notes -Traverse Levels
7-9
Field Notes -Monument Recover
04/27/22
WdNrdWy412a/22
Calc Notes - Sectional
Calc Notes -Alignment
Calc Notes - Right of Way
Galc Notes - Easement
Contol -HVP'S
Contol- Traverse
Contol- Sectional
Contol- Monuments
P:\SURVEYL001 FIELD BOOKS\Table of Contents\FB 2245\Field Book TOC 2245-1 615 D2-0015 TRINITY CIRCLE
Index #2
PAGE INTENTIONALLY LEFT BLANK
P:\SURVEY\001 FIELD BOOKS\Table of Contents\FB 2245\Field Book TOC 2245-6645 D2-005 TRINITY CIRCLE
RIVERSIDE COUNTY SURVEYOR INDEX# 3
PROJECT CONTROL SHEET
PROJECT:
WO 9:
SURVEY a. 6645 ED%: 2245
TOP: SS RNG: 7E SEC. 8 RHO. NIA
D24075 TRINITY CIRCLE
BASIS OF COORDINATES AND BEARINGS LOCAL
THE BASIS OF BEARING FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS03, ZONE 6, BASED
LOCALLY ON A*HERE' OBSERVATION AT POINT 100. ALL BEARINGS SHOWN FOR THIS SURVEY ARE GRID EXCEPT QUOTED
BEARINGS AND DISTANCES FROM REFERENCE MAPS OR DEEDS WHICH ARE SHOWN PER THAT RECORD REFERENCE. ALL
DISTANCES SHOWN ARE GRID UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE
GRID DISTANCE BY A COMBINATION FACTOR OF 1000017661. CALCULATIONS ARE DERIVED FROM CORPSCON VERSION 6.0.1.
T POINT'100' WITH COORDINATES OF N:2215184.786, E: 6554141985', USING AN ELEVATION OF 58.099'.
CONVERGENCE ANGLE AND GRID FACTOR
POINTUSED
CONVERGENCE ANGLE
COMBINATION FACTOR (GRID TO GROUND)
f00
�006 DO'48.96789'
1.ODD017551
DESCRIPTION:
SEE CONTROL POINT DESCRIPTION BELOW.
CONTROL POINT DESCRIPTION
POINT#
DESCRIPTION
I NORTHING
I EASTING
ELEVATION
100
SET N'REBARWI'RIV. CO. TMNVCAP, DOWN0,2'
22151M.786
8554141.905
58099
NOTE: ALL COORDINATES AND DISTANCES SHOWN HEREON, UNLESS OTHERWISE NOTED, ARE IN TERMS OF THE US, SURVEY FOOT.
ELEVATIONREFERSANEIEVATIONDERIV ASOESCRIBEDMLOW.
BASIS OF ELEVATIONS HAVEN
O
NGM29
O LOCAL
■
BASIS OF ELEVATIONS STATEMENT'.
THE BASIS OF ELEVATIONS FOR THIS SURVEY ARE BASED ON A LOCALLY ASSUMED ELEVATION OF 56.099' AT POINT 02000.
BENCHMARK I.D. (NAMEI: WA
BENCHMARK DESCRIPTION: NIA
ADDITIONAL NOTES:
CREATED BY:
Ran Haim
DATE:
3114022
CHECKED BY SUPERVISOR:
DATE:
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, 408OLEMONST, PO. BOX 1090 RIVERSIDE CA 92502
RIVERSIDE COUNTY SURVEYOR INDEX# 4
i
c.�
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, 4080 LEMON ST,, P 0. BOX 1090 RIVERSIDE CA 92502
012.0046
Trinity Circle
14 Ma1 2022
INPUT OUTPUT
SLOW Rem, NA083 State Plana, NAD83
NOS -Cell omle 6, U.S. Feel 04M- Celllomla B. LLS, Feel
VeNcal- NAVOBS,US. Feel Vertical -NAV088,US. Feet
Noftvngt. 2215184.186
NDMIingIV: 2215184.186
EastlnyM:
6554141.985
EDeting/M 6554141.965
Elewtion2:
56,095
Elevari 56.099
Convenience:-0
00 48,96789
COOVdpenee:-0 00 46.96709
Scale Fxlm:
0.599919964
Soak Factor 0.999979964
Cpndned Factor:
0.595982449
Combined Fades: 0.999982449
Cold SM1M (LL5. R):
%IEnting=0 O, VMwNing- 0.0
Haman:
Comecon v8.0.t, U.S. only Coma of Englnem
RNERSIDE COUNTY SURVEYOR
INDEX#
%
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