fb2200_6209Index #1
Riverside County Survey:
Field Book Table of Contents
FIELD BOOK#:
2200
SECTION(S)
13,18,19,24
SURVEYM
6209
TOWNSHIP
7S
WO#
57-0000
RANGE
7E 18E
PLAN M
Control
PROJECT NAME:
BILMTOWNSHIP SURWY
Index Numbedsl
Item
Index Date
Notes
1-2
Table of Contents
06IM/22 peMlnBlnkblhatbn Mtllptal/haM mpy
Fact Shea
341
Field Notes - GPS Log Sheet
06/09/22
Field Notes - Algnment
Field Notes- HVP's
Field Notes- HVP Level
Field Notes -Sectional
Field Notes - Traverse
Field Notes -Traverse Levels
7-24
Field Notes- Monument Recover 06/09/22
Calc Notes -Sectional
Calc Notes -Alignment
Calc Notes- Right of Way
Calc Notes- Easement
Control -HVP's
Control - Traverse
24-28
Control - Sectional
06/09/22
Control - Monuments
29-32
Control -Text File
06/09/22
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AkRIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
j GPS Station Observation Log Sheet
Project Nam: Julian Day: �- Survey Date:
TO 3206 Survey No: (P Z409 Twv', Pg:Sec:L=flse:
Survey Party: A!///Nr_s
Receiver Serial No:/rolZ
fA
Survey Unit No: �''Sdr�^' Receiver MOdel N0: �' ^/�K' Anterrw Serial No: /✓�
SeSSim Na:
8 Cha. ID: = ee.
Start Tine: M'5i`%
End Tian: 20.36
Cable Length: 10m _30m_
Des 110 Fo 457
Slant Height Measurement
Feet Meter
4.7/ L4irG
/.43/
/, 4.9G
Average:
True Vor lcal:
G el
Session Na:
8 Cha. ID: Sia/
Start Time:
End Time:
Cable Length: ice _30b—
DescriDti Cn: 02"
Slant Height MeaWeelt
Feeegt Maty
. 40a /. �^ef
72<
Average:
True Vat ico l:
�
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d.✓ /. o.aC.:m
ri /ass
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Session No:
8 Char. ID:
Start rias:
End Tine:
Cable Leath:
Description:
IW -30m_
Slant Height Meaellesset
Feet Meter
Average:
True Vertical:
Session Na:
8 Cha. 10:
Stat Time:
End Tine:
Cable Length: IDm-3Pn—
DeseriDtion:
Slant Height
Feet
Average:
True Vert l No l:
Meas:renent
Meta
Session No:
8 Chat. I0:
Stat Ties:
End Time:
Cable Length:
Descriatim:
l0a —30m—
Slant Neigh thesereaent
Feet Meter
AvOl
True Vertical:
Session No:
8 Ra. 10:
Stat Time:
End Tiel
Cable Length: 10H -30b—
Description:
Slant Height
Fact
Average:
True Vertical:
Measurement
Meter
Session Ho:
8 Char. ID:
Stat Time:
End Tine:
Cable Length:
Description:
Idol
Slant Height Measuremrent
Feet Meter
Average:
True Vwtical:
Session NO:
8 Cror. ID:
Stat lima:
End Time:
Cable Length: I0n-30a_
Description:
Slant Mahout
Feet
Average:
True Vertical:
Measurement
Meter
WIX 4'l
0 Char. ID:
session No:
Convents:
Start rare:
End rine:
0 Char. ID:
session N0:
Com ants:
start Tine:
End tine:
0 Char. to:
Sess Ion N0:
Comients:
Stan rare:
End Tine:
0 Char. 10:
Session No:
Comnems:
Stmt Tim:
EM Tine:
8 Char. IT:
Session N0:
Comrenis:
Start Tire:
Erg Time:
8 Chat. 10:
Session No:
Camenis:
Start Tine:
EM Tina:
0 Chm. ID:
Session No:
Cemhsnis:
Stmt Tins:
EM Tim;
8 Chat. ID:
SBSSiM N0:
Comanis:
Start Time:
EM Tine:
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
GPS Station Observation Loa Sheet
Project Name: _>r.n>__ /i4c Julian Day: � Survey Date:
MD No: � 178:;72 ' Survey NO: id, 2 09 ip:_ RQ:— Sac: �3/RM:
Survey Party: Aosi4 Receiver Serial no:
Survey unit No:
Receiver Made No: Antema Serial No:
See Na.
8 Char.ID: - > _/
Start TIM: 9
EM Time: /9.'40
Cable Length: IW -30m_
Descr ption:
Slant Height Neawe:rmt
Fat Meter
S:/ / ��
F`"GJ�
Avaagev /. 1/3
True Vertical:
Session N ^
8 Char. ID -�E�
Start Time
EM Tint
Cable LMonth: IOm_lOm_
Description:
Slant Height Measurement
Feet Meter
Gu>
Average:
True Vwt Fml:
,-
Lit
G
Session No: 3
8 Char. l0:
Start Tine: Zi . b9
End Titre:
Cable Length: Intl
Description:—
Slant Height Measurement
Feet Meta
Average:
True Vertical:
Session No:
8 CMT. 10:
Start Tine:
End Time:
Cable Length: Wall
Description:
Slant Height Measurawart
Feet Meter
Avll
True Vertical:
Sass Ion No:
8 Char. ID:
Start TIM:
EM Tine:
Gyle Length: I0m_30m_
Description:
Simi Height Measu'event
Fat Meter
Average:
True Vertical:
Session He:
B Char. l0:
Start Tine:
End Tine:
Cable Length: 10m_30m_
Description:
Simi Height Meastre:tent
Feet Meter
Average:
True Vertical:
Session No:
8 Char. ID:
Start Tire:
End Tine:
Cable Length: 1W -30m—
Description:
Stmt Height Meastrarent
Feet Meter
Average:
True Vertical:
Sass im NP.
8 Char. ID:
Start ling:
EM Titre:
Cable Length: 10m_30n_
Description:
Slant Haight Measurment
Feet Meter
Average:
True Vat Ica l:
9 Thor. 10: """
Sessiw No:
start Titre:
End rime:
a Char. 10:
SOSslol No:
Start hire:
End Tim:
6 Char. l0:
Session No:
Commems:
Sto-t Ti:m:
End Tine:
6 Char. 10:
Session No:
Camients:
Start Tine:
EM Tion:
B Char. 10:
Secs i On NO:
Lomeli
Start Tine:
EM tine:
6 Char. 10:
Session NO:
Coments:
Start Tine:
EM Tine:
6 Char. ID:—___
Session No:
Commis:
Start Time:
EM Tine:
B CMr. 10:
SOBS ian NO:
Convents:
Start Tine:
EM Tim:
RIVERSIDE COUNTY SURVEYOR
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Pt# Northerling Easterling Elevation
100 2145186.597 6577558.329
1000 2140169.069 6577386.962
1001 2150720.159 6577371.503
1002 2140164.139 6577386.960
1004 2150678.510 6579900.460
1005 2150726.168 6574726.810
1006 2145418.880 6579771.369
1031 2145460.387 6574748.051
1034 2145444.550 6577389.237
1035 2142806.810 6577388.100
1037 2142806.541 6577388.180
1039 2148082.355 6577380.370
1040 2148082.314 6577380.186
2000 2140171.764 6577389.236
2001 2150722.505 6577368.811
2002 2140166.834 6577389.236
2024 2145459.398 6572099.717
2031 2145461.633 6574747.925
2033 2145446.547 6577389.279
2034 2145447.040 6577389.028
2035 2142809.402 6577389.134
2037 2142809.134 6577389.214
2039 2148084.783 6577378.926
2040 2148084.742 6577378.742
2100 2148082.254 6577350.370
2101 2148082.455 6577410.370
2102 2150720.058 6577341.503
2103 2150720.260 6577401.503
2104 2150623.527 6579899.119
2105 2150663.941 6577445.131
2106 2150828.818 6577409.545
2107 2148029.219 6579835.820
2108 2148081.705 6577410.373
2109 2148741.071 6577408.099
2110 2148691.542 6579851.980
2111 2150720.327 6577421.503
2112 2148082.523 6577430.370
2113 2148740.665 6577428.158
2114 2150640.883 6577421.770
2115 2150696.168 6574726.742
2116 2150690.159 6577371.435
2117 2150690.227 6577341.603
2118 2145444.651 6577419.237
2119 2145444.449 6577359.238
2120 2145430.387 6574747.871
2121 2145490.386 6574748.231
2122 2145448.878 6579771.692
2123 2145388.882 6579771.046
2124 2145414.552 6577388.914
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2125 2145474.548 6577389.561
2126 2145474.731 6577359.136
2127 2145474229 6577419.138
2128 2140169.056 6577416.962
2129 2140169.082 6577356.962
2130 2145414.225 6577419.224
2131 2145414.730 6577359.225
2132 2145429.398 6572099.728
2133 2145489.398 6572099.706
2134 2145490.367 6574748.040
2135 2145430.387 6574748.062
2136 2145430.387 6574747.966
2137 2145490.387 6574748.135
3001 2150720.596 6577371.176
3034 2145444.548 6577389.573
3039 2148082.511 6577380.119
3139 2148082.295 6577360.370
3239 2148082.294 6577380.119