fb2242_6506Riverside County Survey: Field Book Table of Contents
FIELD BOOK#:
2242
SURVEY#:
6506
PROJECT NAME:
Limonite Interchange
WON:
A3-0393
I ndex Number(s)
Item
Index Date
Notes
3
Fact Sheet
35-44,
Field Notes -Survey Control
99-120,
Field Notes - Level
Field Notes - Sectional
81-98,
Field Notes - Traverse
Field Notes -Alignment
121-122,
Calc Notes - Right of Way
Calc Notes - Easement
5-12,
Coordl nate Data
13-34
GPS Observation Logs
45-80,
Ago l rre and Associates
123-296
Data Collection Sheets
County of Riverside "Survey Division" Field Book check list for final Submittal Package
STATUE
AS OF
5/II]/2U1E COMMENTS
PROI#
A3-0393
PIELDBOOK#
2242
SURVEY#
6506
RW MAP#/CT#
RW000240 JCP1 TL 5/9/18
WORK ORDER
REQUESTISI
COMPLETED
FACT SHEET
03 FIELD DATA 02 FIELD DATA 01 FACT SHE
C6-0068 Thousand Palms Sidewalk xis
GPS HTML W/ EPOCH, COMBO FACTOR,
CONVERGENCE ANGLE
HPGN 1983/199288
OMP 5/10/11
CONTROL/ ASCII /
RECON
4
HVP, TRAV, END MONS
N/A
AERIAL MARKING
DIAGRAM(HVRsI/
#PAGES
0
AERIAL FLIGHT WAS DONE BY AGURRIE AND
ASSOC.FLIGHT PATH-INFO5FF3RDPARTVIN
OMP 5/10/1
GPS/STATIC SET
UP SHEETS/POST
PROCESS
#PAGES
31
ESS
OBSERVATION LOGS, PROCESSING REPORT IN
FIELD DATA FOLDER,
OMP 5/30/1
ALIGNMENT NOTES
#PAGES
1 23
SEE NOTES A HYBRID BETWEEN OUR DATA AND
AGURRIE AND ASSOC.
BOUNDARY/ RW #PAGES ISEE ALGINMANT NOTE
OMP V10/11
TRAVERSE NOTES # PAGES 9
OMP 5/10/1
LEVEL NOTES #PAGES 11
OMP 5/10/1
DATA COLLECTION
/ POST PROCESS
# PAGES
89
UTILITY/ POT HOLE
NOTES LEVEL
OMP S/10/1
ASCII (BOTH
DIGITAL &HARD
COR TRAVERSE, CL MONUEMENTS AND
COM BI NED CONTROL
Digital copies of field book sections ( EDIT LINK)
03 FIELD DATA\02 FIELD DATA\02 FIELD BOOK
IF CONTROL IS NOT
STATIC WE NEED A DESCRIPTION ON HOW
Page 1 of 2
P:\SURVEY\A3-0393 LIMONITE 1-15 (Interchange)\A3-0393 GEODETIC PROI INFO.xlsx
I
I
W O. #'. A3-0393
Project:
LIMONITE AVE
@ INTERSTATE 15
Date
2117116
BASIS OF BEARINGS:
PROJECT CONTROL WAS ESTABLISHED USING HPGN REFERNECE STATIONS AS ESTABLISHED BY THE
NATIONAL GEODETIC SURVEY, AND STANDARDS AS SET FORTH NGSE SYSTEM OF 1983, EPOCH 1992.88
ZONE 6, U.S. SURVEY FOOT. PROJECT CONTROL WAS ESTABLISHED USING HPGN REFERNECE STATIONS AS
ESTABLISHED BY THE NATIONAL GEODETIC SURVEY,
AND STANDARDS AS SET FORTH NGSTHE GPS STATIC SURVEY WAS CONSTRAINED TO "HPGN" SITES BASED
LOCALLY ON CONTROL STATIONS: DASH, LAST, AND 0819, PER NGS REFERENCE
SYSTEM AND RESULTED IN RESIDUAL ERRORS RANGING FROM 0.01 TO 0.05' HORIZONTALLY AT THE 95%
CONFIDENCE LEVEL. THE VALUES REPRESENTED IN THIS SURVEY MEET THE ABOVE REFERENCED
STANDARDS FOR i CENTIMETER LEVEL ACCURACY.
SUBSEQUENT GPS SURVEYS ESTABLISHED THE LISTED 1 CENTIMETER LEVEL ACCURACY POSITIONS AS
NOTED HEREON.
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83,
ZONE 6, BASED LOCALLY ON CONTROL STATIONS.
NGS PID: DASH CSRC SITE CODE'. NIA
NGS PID: LAST CSRC SITE CODE'. NIA
NGS PID: 819 CSRC SITE CODE: NIA
NAD 83 (NSRS 1992.88) AS SHOWN HEREON. ALL BEARINGS AND DISTANCES SHOWN HEREON ARE GRID UNLE
SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCES BY
A COMBINATION FACTOR OF 1.000056313 CALCULATIONS MADE AT PTS DASH, LAST, AND 0819
MEAN CALCULATION OF THESE THREE POINTS
USING THE COORDINATES: I NIA E N/A ELEV NIA AT PT # N/A
CONVERGENCE ANGLE: -00"30'14.50559
THE BENCH MARK USED FOR THIS SURVEY IS: PT011 DATUM. NAVD29 ELEVATION. 688.10'
DESCRIPTION: FOUND CALDOT BRASS DISK, FLUSH STAMPED 79 LT CL IMP 1059+10.17 BC" IN
ELEVATIONS DERIVED BY DIFFERENTIAL LEVELS BASED ON THE BENCH MARK ELEVATION AS DEFINED
BY REFERENCE TO OTHER
NIA
ADDITIONAL REFERENCE INFORMATION:
IA
MELD BOOK:
S
FD_MOD_LNBM_F10a3.txt
33,2299936.959,6167784.712,646.31,BRASSD,"ED BRASS DISK STAMPED ""CAL DOT STA
1015+70.00 79' LT."" PER CALTRANS MONUMENTATION MAP 453701-8"
34,2298371.237,6167766.69,629.71,BRASSD,"FD BRASS DISK STAMPED ""CAL DOT STA
1000+04.18 79' LT."" PER CALTRANS MONUMENTATION MAP 453701-7"
35,2300939.384,6167875.278,680.766,BRASSD,"FD BRASS DISK STAMPED ""CAL DOT STA
1015+70.00 79' LT."" PER CALTRANS MONUMENTATION MAP 453701-8"
36,2300924.742,6170363.542,652.427,IP,"FD 3/4"" IP WITH ""PLS 413144" TAG FOR THE
INTERSECTION OF LIMONITE AVE AND THE EAST LINE OF SECTION 30 PER MB 352/40-54"
37,2300872.258,6167414.801,660.398,IP,"FD 1"" IP WITH ""CAL DOT"" PLASTIC PLUG FOR
MONUMENTATION ANGLE POINT PER CALTRANS MONUMENTATION MAP 453701-8"
38,2301009.129,6164995.392,664.564,BBASSD,"FD BRASS DISK STAMPED ""CL CONST."" PER
PER PM 231/96-100 "
39,2301026.562,6164995.553,664.689,IP,"FD 2"" IP WITH ""LS 5529"" TAG, FOR SW CORNER
SECTION 19 PER PM 231/96-100"
40,2301018.947,6168299.9,663.121,IP,"FD 1"" IP WITH ""CAL OOT"" PLASTIC PLUG FOR
MONUMENTATION ANGLE POINT PER CALTRANS MONUMENTATION MAP 453701-9"
41,2300933.043,6168955.316,655.631,BRASSD,"FD BRASS DISK STAMPED ""CAL DOT"" FOR THE
INTERSECALTRANS MONUMENTATION ION OF LIMONITE AVE AND FRONTAGE RD PER CALTRANS
MONUMENTATION MAP 453701-9"
42,2302318.181,6168027.265,668.716,IP,"FD 1"" IP WITH ""CAL DOT"' PLASTIC PLUG FOR
MONUMENTATION EC PER CALTRANS MONUMENTATION MAP 453701-9"
43,2303356.461,6168016.27,677.854,IP,"FD 1"" IP WITH ""CAL DOT"" PLASTIC PLUG FOR
MONUMENTATION ANGLE POINT PER CALTRANS MONUMENTATION MAP 453701-10"
44,2305700.737,6167901.306,690.158,IP,"FD 1"" IP WITH ""CAL DOT"" PLASTIC PLUG FOR
MONUMENTATION EC PER CALTRANS MONUMENTATION MAP 453701-11"
45,2307610.869,6170020.035,704.645,PK,FD PK NAIL FOR THE INTERSECALTRANS RW ION OF
BELLGRAVE AVE AND WINEVILLE AVE PER CR 2010/224
46,2306714.419,6167567.9,728.028,BRASSD,"FD BRASS DISK STAMPED ""CAL DOT"" PER
CALTRANS MONUMENTATION MAP 453701-12"
47,2306318.443,6166402.618,698.293,IP,"FD 111T' IP WITH ""LS 5529"" PLASTIC PLUG PER
PM 200/45-46"
48,2301012.324,6167412.527,666.647, I P,"FD 1"" IP WITH rrr'CAL DOT"" PLASTIC PLUG PER
CALTRANS MONUMENTATION MAP 453701-9"
49,2301439.295,6167596.91,663.407, IP,"FD 111" IP WITH ""CAL DOT"" PLASTIC PLUG PER
CALTRANS MONUMENTATION MAP 453701-9"
50,2304321.364,6168034.896,685.137,IP,"FD 1"" IP WITH ""CAL DOT"" PLASTIC PLUG PER
CALTRANS MONUMENTATION MAP 453701-11"
51,2306456.004,6167738.615,698.955,IP,"FD 1"" IP WITH ""CAL DOT"" PLASTIC PLUG PER
CALTRANS MONUMENTATION MAP 453701-12"
52,2306677.26,6167741.198,700.532,IP,"FD 1"" IP WITH ""CAL DOT"' PLASTIC PLUG PER
CALTRANS MONUMENTATION MAP 453701-12"
53,2307762.503,6170434.972,710.087,PK,FD PK NAIL NO REF
54,2304341.269,6167760.33,687.137,IP,"FD 1"" IP WITH ""LS 5529"" PLASTIC PLUG PER PM
200/45-46"
55,2306083.209,6167594.873,700.605,IP,"FD 1"" IP WITH ""CAL DOT"" PLASTIC PLUG PER
CALTRANS MONUMENTATION MAP 453701-12"
56,2305584.656,6167702.316,695.913,IP,"FD 1"" IP WITH ""CAL DOT"" PLASTIC PLUG PER
CALTRANS MONUMENTATION MAP 453701-11'
57,2304268.889,6167834.748,688.1,IP,"FD 1"" IP WITH ""CAL DOT"" PLASTIC PLUG PER
CALTRANS MONUMENTATION MAP 453701-11"
58,2302558.712,6167814.944,674.157,BRA5SD,"FD BRASS DISK STAMPED ""CAL DOT STA
1042+00.00 79' LT."" PER CALTRANS MAP 453701-10"
59,2300967.006,6165418.396,663.648,IP,"FD 1"" IP WITH ""L5 5529"" PLASTIC PLUG PER
PM 205/1-4"
60,2300952.308,6165697.494,665.469,IP,"FD 1"" IP WITH .... 5529"" PLASTIC PLUG PER
PM 205/1-4"
61,2300876.406,6165697.06,663.823,IP,"FD 1"" IP WITH ""LS 5529"" PLASTIC PLUG PER PM
210/80-83"
62,2301189.409,6166044.015,665.016,IP,"FD 1"" IP WITH .... 5529"" PLASTIC PLUG PER
PM 205/1-4"
63,2300872.716,6166322.322,665.384,IP,"FD 1"" IP WITH ""LS 5529p"p PLASTIC PLUG PER
PM 210/80-83"
64,2301077.381,6168862.576,654.269,BRASSD,"FD BRASS DISK STAMPED ""CAL DOT"" PER
- Page 1
I
FD1non_LNBM Final.txt
CALTRANS MONUMENTATION MAP 453701-9"
65,2301079.663,6168830.152,654.792,BRASSD,"FD BRASS DISK STAMPED ""CAL DOT"" PER
CALTRANS MONUMENTATION MAP 453701-9"
66,2301084.535,6168702.122,658.948,BRASSD,"FD BRA55 DISK STAMPED ""CAL DOT"" PER
CALTRANS MONUMENTATION MAP 453701-9"
67,2301085.558,6168526.895,662.158,BRASSD,"FD BRASS DISK STAMPED ""CAL OUT.... PER
CALTRANS MONUMENTATION MAP 453701-9"
68,2300869.569,6166851.949,665.66,IP,"FD 1"" IP WITH ""LS 5529"" PLASTIC PLUG PER PM
69,2300994.815,6170364.258,651.447,IP,"FD 1"" IP WITH ""PS 4131"" TAG FOR SE CORNER
SECTION 19 PER MB 352/40-54"
70,2297655.87,6170305.589,651.798,IP,"FD 1"" IP WITH ""LS 7083"" TAG IN LIEU OF
""PLS 4131"" TAG PER MB 421/93-101"
71,2298652.977,6170316.11,656.758,IP,"FD 1"" IP WITH ""PLS 4131"" TAG IN LIEU OF
COPPER CLAD STEEL PIN WITH 1 1/2"" BRASS CAP PER MB 352/40-54"
72,2299575.47,6170325.623,658.542,IP,"FD 1"" IP WITH ""PLS 4131"" TAG IN LIEU OF
COPPER CLAD STEEL PIN WITH 1 1/2"" BRASS CAP PER MB 352/40-54 "
73,2300439.262,6170334.508,661.043,IP,"FD 1"" IP WITH ""PLS 4131"" TAG IN LIEU OF
COPPER CLAD STEEL PIN WITH 1 1/2"" BRASS CAP PER MB 352/40-54"
74,2306306.01,6165057.06,696.69,BRASSD,"FO 2"" BRASS DISK STAMPED AS SHOWN ON RS
64/55 FOR NW CORNER SECTION 19 PER RS 64/55"
75,2306346.016, 6165057 .425 , 697.082, HUB,"ED 2ppp'X2"" WITH NAIL PER RS 64/55"
76,2301010.117,6167724.918,669.147,BRASSD,"FO 2"" BRASS DISK STAMPED ""CAL DOT, REPL
1/2' ID"" FOR TIE TO 5 1/4 CORNER SECTION 19 PER PER CALTRANS MAP 453701-8"
77,2300866.696,6168344.926,663.858,IP,"FD 1"" IP WITH PP'PCAL DOT"" PLASTIC PLUG PER
CALTRANS MONUMENTATION MAP 453701-8"
78,2300860.518,6168381.486,664.385,IP,"FD 1"" IP WITH ""LS 8145"" TAG PER
CERTIFICATE OF CORRECTION INST. #2008-0473134"
79,2300368.86,6168141.665,658.84,IP,"FD 1"" IP WITH ""CAL DOT"" PLASTIC PLUG PER CT
80,2301034.982,6170344.694,650.924,NAIL,FD 60D SPIKE NO REFERENCE
81,2299680.285,6167670.758,652.147,NTAG,"FD NAIL WITH ""LS 7083"" TAG IN WALL
FOOTING, IN LIEU OF 1"" IP WITH ""LS 7083"" TAG PER MB 383/6-12"
82,2300493.935,6167541.534,653.362,IP,"FD 1"" IP WITH ""CAL DOT"" PLASTIC PLUG PER
CALTRANS MONUMENTATION MAP 453701-8"
83,2306287.351,6167779.422,696.572, IP,"FD 1/2"" IP WITH ILLEGIBLE TAG, FOR THE N 1/4
CORNER SECTION 19 PER RS 64/55"
84,2300757.33,6168380.878,659.986, IP,"FD 1"" IP WITH ""LS 8145"" TAG PER CERTIFICATE
OF CORRECTION INST. 42008-0473134"
85,2300805.769,6168499.911,660.06,IP,"FD 1"" IP WITH ""LS 8145"" TAG PER CERTIFICATE
OF CORRECTION INST. 02008-0473134"
86,2300805.572,6168547.076,654.779,IP,"FD 1"" IP WITH ""LS 8145"" TAG PER
CERTIFICATE OF CORRECTION INST. #2008-0473134"
87,2300662.997,6168547.899,650.941,IF,"FD 1"" IP WITH ""LS 8145"" TAG PER
CERTIFICATE OF CORRECTION INST. #2008-0473134"
88,2300641.949,6168550.021,650.483,IP,"FD 1"" IP WITH ""LS 8145"" TAG PER
CERTIFICATE OF CORRECTION INST. #2008-0473134"
89,2300548.293,6168547.243,648.42,IP,"FD 1"" IP WITH ""LS 8145"" TAG PER CERTIFICATE
OF CORRECTION INST. 42008-0473134"
90,2300255.553,6168287.569,642.286,NTAG,"FD NAIL WITH ""LS 8145"" TAG IN CONE
V -DITCH PER CERTIFICATE OF CORRECTION INST. #2008-0473134"
91,2300249.82,6168272.251,642.236,IP,"FD 1"" IP WITH ""LS 81451" TAG PER CERTIFICATE
OF CORRECTION INST. 02008-0473134"
92,2300866.573,6168381.511,664.324,IP,"FD 1"" IP WITH ""LS 81451", TAG PER
CERTIFICATE OF CORRECTION INST. #2008-0473134"
93,2300860.638,6168342.419,663.583,IP,"FD 1"" IP WITH ""LS 8145"" TAG PER
CERTIFICATE OF CORRECTION INST. #2008-0473134"
94,2299682.141,6167325.078,654.631,NTAG,"FD NAIL WITH ""L5 7083"" TAG IN WALL
FOOTING, IN LIEU OF 1"" IP WITH ""LS 7083"" TAG PER MB 383/6-12"
Page 2
i
163,
172,
173,
181,
182,
183,
1910
1929
193,
TRAV_LNRN_F1 na 1. txt
.98,6170426.735,651.2, CTRAV,NTAG TRAV PT 105
.672,6169791.052,653.2,CTRAV,REBAR AND RIV CO CAP
.828,6169542.021,652.82, CTRAV,REBAR AND RIV CO CAP TRAV PT 115
.162,6168166.653,675.75, CTRAV,REBAR AND RIV CO CAP TRAV PT 116
.493,6168025.552,678.25,CTRAV,REBAR AND RIV CO CAP TRAV PT 117
.384,6167578.174,677.46,CTRAV,REBAR AND RIV CO CAP TRAV PT 119
957,653.45,
CTRAV,REBAR
AND
RIV CO CAP
437,634.49,
CTRAV,REBAR
AND
RIV CO CAP
774,647.17,CTRAV,REBAR
AND
RIV CO CAP
24,637.18,CTRAV,REBAR
AND
RIV CO CAP
92,629.5,
CTRAV,REBAR AND RIV
CO CAP
13,645.78,
CTRAV,REBAR AND
RIV CO CAP
933,658.61,CTRAV,REBAR
AND
RIV CO CAP
698,665.89,CTRAV,REBAR
AND
RIV CO CAP
214,675.16,CTRAV,REBAR
AND
RIV CO CAP
028,680.11,CTRAV,REBAR
AND
RIV CO CAP
999,684.31,CTRAV,REBAR
AND
RIV CO CAP
986,689.64,CTRAV,REBAR
RIV
CO CAP
625,701.49,CTRAV,REBAR
AND
RIV CO CAP
35,696.9,CTRAV,REBAR
AND RIV
CO CAP
358,691.95,CTBAV,REBAR
AND
RIV CO CAP
135,678.29,CTRAV,REBAR
AND
RIV CO CAP
49,659.82,CTRAV,REBAR
AND
RIV CO CAP
818,654.17,CTRAV,REBAR
AND
RIV CO CAP_CRTN
445,663.55,U"V,REBAR
AND
RIV CO CAP
TRAV PT 161
22,661.92,CTRAV,REBAR
AND
RIV CO CAP
096,668.02,CTRAV,REBAR
AND
RIV CO CAP
406,647.99,CTRAV,REBAR
AND
RIV CO CAP
79,662.05,CTRAV,REBAR
AND
RIV CO CAP
TRAV PT 173
939,659.79,CTRAV,REBAR
AND
RIV CO CAP
TRAV PT 181
306,664.11,CTRAV,REBAR
RIV
CO CAP
853,684.48,CTRAV,REBAR
RIV
CO CAP
224,648.55,CTRAV,REBAR
AND
RIV CO CAP
HVP 191
337,654.61,CTRAV,REBAR
AND
RIV CO CAP
HVP 192
205,650.59,
CTRAV,REBAR
AND
RIV CO CAP
Page 1
1
I
HVP_LNBM Final.tzt
25,2301084.251,6168665.427,659.937, UHVP,HVP 25
26,2301016.516,6167285.212,673.94, UHVP,HVP 26
27,2302920.282,6167592.641,678.666, UHVP,HVP 27
28,2304299.641,6166939.429,685.939, UHVP,HVP 28
29,2303634.068,6168303.754,679.766, UHVP,HVP 29
30,2305329.38,6168025.351,689.73, UHVP,HVP 30
31,2307471.38,6166490.192,703.901, UHVP,HVP 31
32,2307686.445,6168248.476,708.378, MVP,HVP 32
Page 1
11,
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
GPS Station Observation Loq Sheet
pro act Na me: vino u/rE L�1 /J Jul ion Day: OJ -8 Survey Dare: e'-Zv"i
WAS No -IL -1i ZN Survey Ni 6962AP T.p:-7�5 Hg: lou See 4ii
Survey Party: KGT2e1iii Receiver Serial Nm¢BZ6z0-z7i
Survey unit No: /3 Receiver Model No: Antenna Serial No:
Session No: /�
B Char. ID
c+orr iire:O
Era Time: f
Cub aLength: lam _30m_
Desai at IGing 3
DTPsillL
S Itl1t Height Meastrertent
/Feet He
6,
Average:
irye Vertical:
Session No:
8 Char. D:
Start Tme:
Fnd Tire;—
ine:Cau.e
Cable Length:
Description:
lam _30m_
Slant Height
Feet
Average:
True Vertical:
Measuremani
Meter
a so _ u
t/2bg
41si
o C
-
70f
r c ,-toovitei
PT 2 roP uFscoR�
Session No: //
B Choc lee
Start Tine: 49
End Time:
Cable Length: lam _301
Description: SF.a' /Y�ot/�
Slant Height
3881
6S6Z-
Average:
hW Vptl
Measurerent
Meter
/X
Session No:
0 Chat tre10:
Start Ti:
End Time:
Cable Length:
neeararlen:
IOm _30m_
Slant Height
Feet
Average:
True Vertical:
Measurement
Meter
Slant Height
Session No: Z FeetNeter
0 Cho-. ID: 6ic:
Start Ti No.
End Time:
Cable Length: tam —30m_ Average:
i -0erticul:
Desert nti on: s�'3/Bpu/n✓te
�.PAi/C /col r/G O
Measurement
Z�
Fi.CEi%
.i(/GA
Session No:
8 Char. 10:
Start Tim
End Time:
Cable Length:
Description:
lam _30m_
Slant Height
Feet
Average:
True Vertical:'
Measurement
Meter
Gd Nl 74
6�.t/.0 OF GAL
/J2Y dc
Slant Height
Session No: Feer
0 Char. ID: /7L 6.SCZ
Start Time: Z:$/
End Time:
Cable Length: 10m—30m— Average:
-":SiTj114YYii9al:
Description:/S•�V�
Measurement
Meter
z /s%
F/O
Session No:
0 Chun. ID:
Start T1mc:
End Tilre:
Coble Length:
Description:
IOm _JOn_
Slant Height
Feet
Average:
'rue Vertical:
Meosuroent
Meter
14
8 Char, lo:
Session Nm
Comrents:
Start
End
Tine:
Tim:
8 Cnar. I8:
Session No:
Came )t5:
Start Tim: _
End rime:
8 CTdr. lo:
Session No:
Ccmrenl5
Start
End
lime:
lime:
8 Char. lo:
Session No:
Canine than
Start Tire:
EM Tim:
8 Chat. 18:
Session No:
Contents:
Start
End
Tim:
Time:
8 Char. 10:
Session No:
Commnts:
Sian T, rte:
EM Time:
8 Char. I0:
Sesslcn No:
Camrents:
Start
Erd
Time:
Tine:
8 Char. I8:
Session No:
Laments:
Start Tim:
End Lime:
L1
/5
COUNTY TRANSPORTATION DEPARTMENT /
SURVEY DIVISION
WRIVERSIDE
.
GPS Station Observation Log
Sheet
Project Nal (IlogPviff
Aa4 ?� Z/S��p�q��
Julian Dar:—Survey Date: 9.127113
WD No:A 0393 rB:�Survey No:, �,WrL•`T.y:Ii Bg:40W Sea/#Rho:
Survey Forty: GNRFLESe(JP/I-Oa+
LrawAv Oj t",ohd
N^0 Receiver Serial
No: YSF76/5526y
T
Survey Unit Na: e IZ
Receiver Model No:
726 Antenna Serial
Rod
Session No: /
B Chad.
Slant Hei gM Measurement
Feet Met
6.25 /, 90S
Sessim No: T
B Char. 10:
Slant Height Neasureeent
Feet Meier
Star} lime: tl-
n
Start time: !n_�
End Time: 10
Cable Length: lam _IDn_
Average:
End rine: it I
Cable Length: Ip -30i
_
Average:
Desch iDfim: 2 FYPiS �li.<I
11 'kg FIuSN n
true ve tical:
pn. delle Ary
r r Nn aP i—
yLrr
0esc �N� 1]Ki
irue•Vertical:
CA4F Talayl GMB
rptigl.
"SurnN 62fne.m vo'I
" Fwsn rN AC dell
A
n.M+rGA�S R+ eereF.0
Aue •IR Fu1M
�
r c PG CeNC. 01all 1547torly D -I
Slant Height Measurement
Sessim NO: '3 Feet Meter
e Char. q[ �.�5
Sessim No:
a Char. Il is Y'P
Slant Height Measureent
Feet Meter
41 'Z /. 90�
m:
Start rive:
End
End StartLi— /Id a
Ena lime: t e
eLe:
Coble Length: IOm _30m_
Average:
: M
Cable Length: IOM—30m—
true Vertical!
True
ue uerti Cpl:
Desoripti TIF x PdLDOT OLN�YK.
nle lAl tl'S MnJ li ta[RTEIS S'LY SIDE
pescripYi m:
v'SM'^5 JFS SCSSra^F2
Session No: s
e Chad. ID: 13Y
Start Tine: /:<Z
End Time: Z: 09
Slant Height Meosuredent
Feet Met
6, /• 9oi
Session No: 6
a Char. ID:
Start Time: 2:�
End Tim: digl
Slant Height Measurenent
Feet Meter
Coble Length: hull
Average:
Cable Length: 10m _30m_
Average:
true Veri Taal:
Beaeriptim: ErBBdprlprym[ ET 3'f ^' L I✓. CCL I✓. Co.
r/ N.'L OF
- True Vertical:
Description:
SAu6 dJ SESS,Or s
L
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WrLdjea rl AS,
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Slant Height Measurement
Slant Height Measurement
Session Na:
B Char. lD:
Feet Meter
6, 2.i /`905
Session ND:
8 Char. ID:
Feet Meter
Start Time:
Start Time:
End lime: or
End Time:
Cable Length: tom _30m_
Average:
Cable Length: 10l
Average:
Description: FV.
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true vertical:
nw 11 gT�
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Descr�ptlon:
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Sessim No:
cCanents:
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Session No:
Come Tts:
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Comrents:
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Time:
e Char. ID:
Session No:
ComantS
Start
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Tina:
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A Char. ID:
Session No:
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Titre:
WRIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
CPS Station Observation Log Sheet
Project Name:Ll^`o"unre \ 7-13 Julian Di Survey Date:oi- z9-13
wo Na: Mai FD: OZy7 Survey No: 6/ Tw:2s HIS: 6w Sao: 2-0— Rho:S'^a"PA � Taegu"
Survey Party:Aizgen e.4 A10393C Trt Receiver Serial Na:490616+99-1
Survey unit No:Ql4\ Cj4 Receiver Model Ho-rxn n b Antento Serial Na:
slant Heignt Measurement
Steel on Na: Feet Meter
e Char. 11) I71 2.C)(I
Start IiM: �
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End Time: T9 -T9—
Cable Length: IDm _3om_ Average:
true Vertical:
Description: Y 52 Udo.. 2.
Session Na:4-- Slant Height Measurement
Feet Meter
8 Char. ID: 132 2.0 Roo
Stan rime: 0930
End Time: 014*
Cable Length: 10m—30m— Average:
true Vert Tool:
DescriDtlm: sed, m�e'sEM1n¢ A, "Pro
UP. -O. 01' 203 W'Ly A R4'L,OP'Sa°
s'y aW eG So Q"- KAS+'
Aar
Slant Height Measurement Slant Height Measurement
Session No: S Feet Meter
8 Char. ID: 132. Z..O Rap
Start Time: O144
End Time: 1 00 e
Cable Length: 101i Average:
True vertical:
Description:Srt sssun,,.4
7
Slant Height Measurenent
Slant Height
Measureoent
B Char. ID: i
Slant Height Measurement
Session Na:
i
fee}
Meter
Session No: Z
Feet Meter
8 Char. ID:
nz
2.0 ae4
8 Cnar. ID: 131
7.0 200
start Time:
O81S
Start Ti no H i9
End Titre:
78 sz
End Time: 00 9 5
Cable Length:
IOm _30m_
lveroge:
Coale Length: lOm _30m_
Average:
_ a~riVYn
True ver`^n...
_ S;-r'-/N'Mn.2 True
...\V^6ivaEli, hi:
nn aau.r
slant Heignt Measurement
Steel on Na: Feet Meter
e Char. 11) I71 2.C)(I
Start IiM: �
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End Time: T9 -T9—
Cable Length: IDm _3om_ Average:
true Vertical:
Description: Y 52 Udo.. 2.
Session Na:4-- Slant Height Measurement
Feet Meter
8 Char. ID: 132 2.0 Roo
Stan rime: 0930
End Time: 014*
Cable Length: 10m—30m— Average:
true Vert Tool:
DescriDtlm: sed, m�e'sEM1n¢ A, "Pro
UP. -O. 01' 203 W'Ly A R4'L,OP'Sa°
s'y aW eG So Q"- KAS+'
Aar
Slant Height Measurement Slant Height Measurement
Session No: S Feet Meter
8 Char. ID: 132. Z..O Rap
Start Time: O144
End Time: 1 00 e
Cable Length: 101i Average:
True vertical:
Description:Srt sssun,,.4
7
Slant Height Measurenent
Session NiFeet
Meter
B Char. ID: i
Z -C 200
Start Fine: 1 6�
End Titre: 1e SA
Cable Length: 10m —30m_
Average:
sav
True Vertical:
6
Description: ro�
IISessionNa: � Feet Meter
8Char. 10: 1 3
Start Fine:
End Titre: 1010
Cable Length: Inm _3Dm_ Average:
Slant Height Measurenent
Session No: 8 w\21 Feet Meter
8 Char. IS:
Start Tine:
End Time:
Cable Length: 10i Average:
True Vertl$bl:
Descrarim:Ru'sw z2
is F,,LG
I
a Char. ID:
Session No:
Comrents:
Start
For
Tlme:
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e Char. ID:
Session No:
Camrents:
Starr titre:
End Time:
B Char. ID:
Session No:
Comrents:
Start
End
Titre:
Tine:
B Char, ID:
Session No:
ComreMs:
Start Tim;:
End Tim:
a Char. Ion
Session No:
Cumente:
Start
End
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Time:
e Char. ID:
Session No:
Com ants:
Start Time:
End rare:
e Char. ID:
Session No:
Camsrid;
Start
End
Time:
Tine:
a Char. ID:
Session No:
Corridors:
Stns rime:
End rim:
r
Iq
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT /
SURVEY DIVISION
GPS Station Observation Log
Sheet
Project Nal 5: -Is-
Julian DoY'05813 Survey Date:UZ'-Z7-13
NO uJ alai l FBI survey No; 04 iup:2�9 Ng:6W Sec: 30 Rho l`eNM ` S q AAWJ
Survey Party:Aaraoca -A 1o3g3G,,uTA" Receiver Serial No:4as//6Zlg8
Survey unit No: r-1 /LI¢ Receiver Model N07&bc" k Antemo Serial No:
ay slant Height Measurement
o: O Feet Meter
ID: IZ1
Tim: � °: /. L So>
: ll: Z4
session eo: 9
B Char. 10: IZ
Starr rime: WREZ
End lime: 1i:45
Slat Height Measurelrent
feet Meter
S. l l.bso
_
ngth: 10m _3om_ Average:
FrDescrlption:
Cable Length: 1am _3am_
Average:
s(-'� II Vup Vertical:
ion:fd (SR/105 DISK `04' Int"51r„m-
Description: � Ci ?'r
True Vertical:
tik9\fu4co
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Slant HeIgM Measurement
Session Na: to Feet Meter
0 Char. ID: 123
Start time: I:\\ 2T
End Tine: I: LC
Session No: II
B Char. lo: IZS
Start Titre:
End Time: Z:06
Slant Height Measurement
Feet Meter
Cable Length: 10m _301 Average:
Cable Length: 10m30i
Average:
55J/''�� Vertico
Descrlotion:/SRT qD RrAOra w\`Q\V �T1LnV %"
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Slant Height Measurement
Slant Height Measurenent
Session No: / Z Feet Meter
9 char. ID: l ZL
Start Ti in: Z; 17 2,0200
Session NO: 13
a Char. ID: rIA7
start time: Z] I
Feet Meter
2-0 "19
End Time: ZI 34
End Tine: OL
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Cable Length: 10m _30m_ Average:
Cable Length: IC _)Om_
Average:
True Vertical:
D.e�sclr jailed: �r 3�0. Re CoHT;! \"RIg Ca TMu3"
pesoipt'uM: Se'r l02tgAR
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IoW Vertica :
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CAC ONO 3
Slant Height Measurement
Slant Height Measurement
Session No: Feet Meter
Session No:
feet Meter
8 Char. 10:
A Char. ID:
Start Titre:
Saari Time:
End Time:
End lime:
Cable Length: 10m—30m— Average:
cable Length: 10M—30M—
Average:
True Verrcal:
True Vortical:
Description:
DescrroN on:
Z ✓6 Z =_
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e Char. ID:
Se Ssion No:
laments:
start
End
Time:
hire:
a Char. io:
SQSS;w N0:
Cmments:
Start nae:
End Time:
D Char. ID:
Session Na:
Comrems:
Start
End
Tion:
Time:
8 Char. ID:
Session Na:
Canments:
Start
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Time:
Time:
9 Elan 10:
Session No:
torments
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Tim:
Tim:
B Char. ID:
SessTan No:
Sagan s:
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Time:
Tim:
0 Char. ID:
Session Nd:
c-nmea.e.
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Titre:
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B Char. I0:
session No:
Cumer:.v.
Start
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Time:
Tine:
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
GPS Station Observation Log Sheet
Project if "'e if � iiJulian Day:_ Survey 'a
-c-'
W' Mo>> FB: �,i Survey No: Ld. &X L Twi Rg:042 Sec✓JL Rho: qq
Survey Party: /CO77`il!lMi p Receiver Serial Na:46"I-fii
Survey Unit No: 41 Receiver Abdel No: /� 6 Antenna Serial No:
Slant Height Measurment
Soss to
or No: e
F
e char. mMeter
: V4 G- Z
EndT !
End lire:
Coble Lenten: I om _3om_ average:
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tee frf to o Av
Lrn'S ! of JszPv .AC.,Sfv
UHaC/' F a tM� L
Slant Height Measurenent
Session No: Feet Meter
e char. IN: � c i6z. Z M
Start Tim: M /
Fad hire: L
Cable. Length: lD _3om_ Average:
i vertical:
oescr iMti m: sEl�:a6ai°E
3 Slant Height Measu-e: ant
Session xo: Feet Meter
6,T62 Z Al
e ante m:
start Time: .� FitF/J
Endrim
Coots Lebam: loon _33m_ 7eraae:
Slant Height Measure meat
Session Na: Feet - Meter
B Chair. ID:
Start Tin:
End tills: 9.'A'
Cable Length: 10m _30m_ Average:
sEE p ver cal:
oescr ihti on: q�L.Fii
Slant Height Measurement
Sess lam 60: Feet Me IP,Lr
H Char. ID: Z N,
Start i're
End Time:
cable Length: 10m.-3om_ Average:
Slant Haight Measurement
Session No: G Feet Meter
B Cnar.
rt Fi
Stame
Ena ii mer
Coble Length: lam _3om_ Average:
-_ .Busa verb cal:
Slant Height Messurevant
Sess Tan No: Feet Meter
e char. Ion 6.rEc
Start none: O / iii
Ena it me: IO
Cable Lenarn! loon _3om_ Average:
Slant Height Measurement
Session No: BTT Feet Meter
B Char. ID:
Start iime.�
Endrime: y1
Coble Length: 10m -30m— �Avyeryage:
SEE 44g 11(�ri cal:
oescrmri nn:
97 '5'S' s��
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session No:
z m
C:.menta:
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fi
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Start Tine:
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B Char. ID:
Session No:
Contents:
Start Tim:
End Titre:
9 Char. 10:
Session No:
Coments:
Start lime:
End Time:
B Char. IS:
Session No:
Contents:
Start hire:
End Ting:
A Char. ID:
Session No:
Laments:
Start Tins;
End Tine:
9
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
GPS Stotion Observation Log Sheet
Project �doorre,#.�+��'//•C^'�//- "'1�lJ_V''-� Julian Doi0 Survey Late:
WK) No: As-Co%5 FB:� Survey No:{k.u_ Two: Zi Rg: GU See: 16 Rho;
Survey Party: /COTE%t/rsAA% Receiver Serial No:'r8L6/S-rzy
Survey unit No: '� ap Here ver Model No: z`FLa Ani Enda Set 101 No:
/
Slant Height Measurement
Slant Height Measurnev ennt
Session Na:
jeJ Meier
Session No; 'S
Fee} W
B Char. : !4Z
/!
B Char.ID:
starTim:—
Fxl
art Tim:
FZ
End e:
End T e
cama Length: lam_
Average:
cable Length: 10i
Average:
rrye vertical:true
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Slant Wert Measureirem
Slant Height MeasurmRnt
Session No: Z
Feel Meter
Session Na:
Feet Met�¢a
B Char. ID: V0 i I
Z !'7
0 Char. ID:
Z- /, /
Start ii as:
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Stmt Tlma:4,_
End Tine:
End Time:,/L: O
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Cable Lengtn: lam _30m_
Average:
Cable Length: IOm _pom_
Average:
True vertical:
rr a v ti 1:
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Description: /
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Slant Helgnt Meaeurerent
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Session No:
Feet Meter
Session No:
Feet Meter
B Cnar.ID: O�
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D Cnar. ID: - /
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Starr Tiall
Sto rine: / S
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End Tim:
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Coble Length: tOm _301
Average:
Cable. Lei 10m _30m_
Averoge:
True vertical:True
V tical:
DeayQyytion: fl ZS1O/.O
EAG OOT
D¢scrioti On"' �Q
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Slant height Measurement
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Slant Height Measurement
-Session No:
ssio
Feet Meter
Session Na:
Feet Meier
B ID:
Z /Ai
B Char. 10: /0//
Z- sal
Start TimeaO'4<_
FiXFO
Start Timm
End Time:
End Time: /
Cable Length: IDM -30m—
Average:
cable Lengin: tom _3om_
Average:
Me vertical:-
vlE.y.OQ
True vertical:
Descri rim- %�.��9 O.fiO
oexriotion: 1- MAA✓N1
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Session No:
Camrems:
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T'm:
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Comreits:
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Tire:
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Session No:
ferments:
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Tim:
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sdion No:
CO are as:
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Titre:
T1re:
0 Char. ID:
Session No:
Com ants:
Sta-t
End
Tire:
Tim:
426
COUNTY TRANSPORTATION DEPARTMENT
/ SURVEY DIVISION
it
(Z WRIVERSIDE
GPS Station Observation
Log Sheet
L`e r\T'Ti 4-T HS
ts`
3 13
Project Name:
JulIOI Day: Su
9
Vey Data:
WE Nora -0393 FH: 2242 survey No: /i SOv TV: an qq; (Pw sec
Rho:
Survey Party: cSJo,v' At ( 3016% el o5L.ln.`H!lpReceiver Serial vo:4 ^3415543 6
Survey unit NO: Lia eia Receiver Model No:
V 60D Antenna Sena No:
Slant Height Measurceent
Slant Height Measureaent
Session No: \ Feet Meter
session NO: 2
Feet Meter
8 Char. 10: \ 4s 6.5y 2_ 2.0 r�
O Cher, To: IAil
& Sb2 2 D
Stat Tied: O NDS (
End Tim! Y
Start Ti AN: 09
End Tim:: tBoni
/
T
Cable Length: 17 _3om_ Average:
Cable Length: ler-30m_
-
Average: TT"
3 .. iNe YeFIT
Description: Sr- IlA YL06G4 \\(UJ GO
L True VeC tica
Compilation: "`-``;eA 2I W\n>e l.o
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Slant Height Measure Pent
Slant Height Mehl nt
Session No: _� Feet Meter
semmlm No: or
Feet veer
8 Char. ID: 145 56"L 2.J
8 Char. ID:
start Time: /
a
start rre:
T
End Ti:me/00 ZLz S 8
End Time: 11 0(a
Cable Length: ICm _3am_ Average:
S
Cable Length: IW _30m_
Average:
i lepl67,
True Vertical:
sC 3�
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vyx.�P
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Description:
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L1tUw FEe+CE
slant Nelght Measurement
Slant Height Measurement
Session No:Feet Meter
Session NO:eD
Fert Meter
e Char. IT: \35 G.5 (pZ $,berm
8 Char. IS: 131L0
6.s 6z 20
de
Start UW
Ti
End t TV�'u-1 _
;rage:
Start Tial: \\h$
Fad Time: AVON
/
Cable Length: loon _30m_
Cable
Cable Length: Tom _30m_
Average:
True vertical: L.SEiL
true v rtical:
-A
Deecriptlw: Sr_ -L -3 ueh> m,Anw co lno..
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Slant Height Measurement
slant Height Measurement
Session NO:, Feet Meter
Session NO:4
Feet Meter
8 Char. ID: 13g 6.562 ZA
8 Char. l0: IR2
f yso1
Start ilae: II-J _ (
rta: 1� 3't
Start HeEnd
EM Time: k2,g T
timet 1306
Coble Length: 10m _30m_ Average:
Cable Length: loon _3am_
Average:
True Yti cal:
09gFyaarr i pti on: SEr �(s 2E8wn.,�yamMna co rtn mr.'
Description: SLt>'3�8
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True Vertical: .569
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Co ntd:
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Litre:
a Cher. JD:
Seuslon No:
Ccmmente:
Start
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Time:
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9 Char. IN:
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contents:
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Stan
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Time:
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e Char. ion
Sessim No:
gmgnis:
Start
End
Tiae:
Time:
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
GPS Station Observation Loa Sheet
Project
lmName:
/—/lM abeau,TC AVes 1--151--15JMron Day: d V' Date:,-7-2oi3
rJl.
MO NO: 3r9 FD: Z74L Survey No: AuaSSJU Two: 2S gg; idk Sea: Rho:
Survey Party: 1-cI-hEluClNnn DCS'. A3-O3q3UHOr.31TC Receiver Serial No:182.1e/55M
Survey Unit No;Com 12 Receiver Moeal No:Jx (a Antenna Serial No: "'/R
sg�SSIOFHou Lovi FCK OV
d:3D se 1. web ReteO uv. REs%arz, vJ�g2aAT
a 13O 4u -npE { Ali9woer�t=/-' ,4,
Slant He ant vea¢uremyM
Slant Height Y¢aEurdnfnt
Session No: I
Feet Meter
Session No: z
Feet
Meter
a Char. ID:
(j),SG To
8Char. ID: s IM
ieu%Z,
2-.Krvd
ta
Start
Start title: 9 9:40
e
End Titre:
Stitre: 10:0S
Coale Length: IOM _30m_
Average: •6 2
Coale Length: jam _30m_
Average:
( •562'
'
ityp V rtical:
"
�eT3/ft
r Vertical:
Qgeeri br ion: EEh
C TY/AA1
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Session No: T
Feet
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Slant Height
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Feet Meter
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A Char. ID:
Session No:
Laments.
Start
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Tim:
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Session No:
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Session No:
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Session No:
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ConneentS
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Start
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Titre:
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
GPS Station Observation Log Sheet
Project Now: "^"°"" 'ilir Jul tan pay:— Survey Date: a/ 1/15
W0110:470393 FD:ZSCEt Survey No: 7n 6615v� Two: Z2 THE: -L�6JSec: � Rho:
Survey Party: t--oJbFN2v 'j ^bosVel S Receiver Serial No:
Survey unit NO: 9'/0 Receiver Model No: V71LI31LZEC Antenna Serial Nbr
Session No:
0 Char. ID:
Slant Height Measure door
�yt� �LL�Q�
-5,
Session No:
0 Char. 10;
Slant Height
Feet
Measurement
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Start Firc: O s
Start Time:
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Average:
Cable Length: IOm _30m_
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Descr'pt ie i 4�1, 41r'p�✓
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-
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Session No:
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T::is
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
/ SURVEY DIVISION
GPS Station Observation
Log Sheet
Project Nelle: �i/�*O r. r3 F 2 :C1
Jul ion Day:
-
070 Survey 006:i-eryIy�
WC Na: A22f.6 314B:
Z29Z. Survey No: nre� TAF:a Rg:� SeC V1&Rho:
Survey Party: IOr$rxW/IS
Receiver Serol No:
Survey unit No:—L3—Receiver
Model No:
)iL-L
Antenna Serial No:
/
SIM1 Neigh Measurement
Slant Height Measurement
Session No:
9 Char. ID:
start Tiel%KBO
i4et Me+er
Session No:
9 Chad. ID:
Stan Time:
- Feet Meter
End Time: /2:.f0
End Tire:—
irte:Cable
CableLength: 10m—30m—
Average:
Cable Fell
lCm _30m_ Average:
Tr vertical:
D motion: %21 CAL- s / K
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Description:
True vertlaal:
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Session No: z
B Char. 10:
Slant Helgnt Measu'erent
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Sorbian No:
B Char. ID:
Slant Height Me05urement
Feet Meter
Saari Time:
Fy Al
Start Time:-
Ene Time: : L,C
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Cable Length: 10m— 30m
Average:
Cable Length:
10m _30m_ Average:
Descnplonczww
Tragi very ca :
�- m
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True vertical:
ou D^
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Slant Height Measurement
Slant Height Measuree F
Seas ion No:
Feet Meter
Session No:
Feet Neter
e Char. ID:
a Char. ID:
Start Tlme:
start Time:
End 1Tmea
End Time:
Cable Length: 10m—30m—
Average:
Cable Length:
10m—30m— Average:
True ver -Tao :
True vertical:
Description.
Description:
Stint Height Measurement
dont Height Measurement
Session Nic
Feet Meter
Session No:
Feet Meter
B Chad. JD:
A Char. ID:
Start Time:
Start, ilme:
End Titre:
ime:
End Tire:—
Cable Length: 10m _30th_
Cable
Average:
Cable Length:
10m _30m_ Average:
True Vernml.
True vertical:
Description:
Description:
e Coat. ID:
session No:
Laments:
Start
End
Tire:
tine:
e Char. ID:
session Na:
Camrents:
Start
End
T'. re:
Tim:
B Char. :D:
Session No:
com ants
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End
Tirter
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8 Cott. ID:
Secs on Na:
Cumerts:
Start
End
Tim:
Time:
A Cl cr. JD:
Seeslan No:
6cmmmis:
Start
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Tine:
Tim:
e Cnar. ID:
Sesslon No:
Coments:
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Tine:
B Char. ID:
Sesslon No:
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Start
End
Tim:
Tire:
33
3.•.."'
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
/ SURVEY
DIVISION
.amr'
GPS Observation
Log Sheet
Pr0j ecl Name:
// �Station
bmhbNd!'E�AA' , e'L/r
Julian Day: 070 Survey Date: 3 -V/ -/3
WO No: A3�o393 ED: 704CM Survey No: &&OO
TWp:l.�-Rg:
4- goSeC%/*Rho:
Survey Party:
Aeorf4IWA"15
Receiver Serial No:
Survey unit No: Race l ver Maine No:
Antenna Ser a' No;
—
Flint Height Mecesuremnot
Session No: _Felr, }Bf
0 Char. 10: / JL /.
Session N0:
A Char. IT:
Slott HBIgPt
Feet
MBasUreR
Meier
Starr time:
�-
Start Lines—
irtesEnd
EndTim:
End Tlre:
Cable Length:
IOm _30m_ Average:
Cable Length:
10m _IDm_ Average:
Descripn on:
True Ver t
) 8" e w rn, fo.
' yr t
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v�o SIS
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Session No: Z- Feet MMeeterr
0 char. ID) s Rx vL�rL
Session il
0 Char. ID:
Feet
Meter
start Title:
Start Time:
—
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End Tios:
Coble Length:
10m _30m_ Average:
Cable Length:
IOM—30m— Average:
De� -
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Feer Meter
Session No:
Feet
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8 Char. ID:
Siwi Time:
Start Tim:
—
End Tire:-
End Time:
Cable Length:
10M—30m— Average:
Cable Length:
10m—30m— Average:
True verllcal:
True Vertical:
Desaflption:
Desariptlan:
Slant He'ght Meusurehent
Slant Height
Measu•ement
Session No:
Feet Meter
Session No:
Feet
(Mere,
A Char. ID:
0 Char. 10:
Start Tire:
Start Tim :
End Time:
End Time:
Cable Length:
10m—30m— Average:
Cable Length:
10m _30m_ Average:
True Vertical:
Tree Vertical:
Description:
Descrlpti an:
"I
a Char. ID:
Session xa
comments:
Start
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Session No:
Comrerrs:
Start
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,�(D RIVERSIDE COUNTY SURVEYOR
MONUMENT DESCRIPTION
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AGl11RRE 8 ASSOCIATES ys
Project and Photogrammetric Mapping Control
Limonite Avenue Interchange at Interstate 15
County of Riverside Contract No. 07-03-012
June 25, 2007
Aguirre 8 Associates is the survey and mapping sub -consultant to Dokken Engineering. Joe D.
Riipinen, LS is the survey project manager for the project control survey and aerial mapping
work. Photo Geodetic Corporation (PGC) provided the photogrammetry services as sub -
consultant to Aguirre 8 Associates.
This survey generally complies with Chapter 6 of the Caltrans Survey Manual regarding Real
Time Kinematic GPS surveys.
Primary Survey Control
Caltrans District 8 provided the existing horizontal and vertical control monuments used for the
surveying and mapping for this project. These consist of 1 primary control point (HPGN 0819),
2 secondary control points (0001 and 0014) and several project control points (0008, 0009,
0010, 0011, 0012, 0013, 195, 197, 200 and 201) per RIV 15 PM 428/51.3 KP 76.95/82.58, FD
IN BOOK # 262137 and dated Feb 19, 1997.
Horizontal datum is the North Amencan Datum of 1983, Epoch 1992 88, Zone 6.
Vertical datum is NGVD 29 per Bench Level Summary 08-Riv-15-51.3/52.3
Survey Equipment
Thimble 5700 and 5800 RTK survey units and TSCI and TSC2 data collector were used for this
control survey.
Supplemental Control
Supplemental control point #301 was established by Fast Static survey and was used as the
base point for most subsequent RTK Surveys.
Supplemental control points #1001 and #1021 were established by RTK survey methods.
Aerial Photo Cont
An aerial control layout showing the control target locations was provided to AA by PGC. RTK
GPS surveys to establish the horizontal and vertical positions of the control target were
performed by AA.
Each control target was measured a minimum of 2 times. These were taken at different times
of the day and/or days. Adjusted values for each control target were established from the
measurements. The average residuals were generally <0.03' horizontal and <0.05'vertical.
LUMMf]tCLLL STREET SURE I. L4 MCSAG9 962 - 1'H: (6[9K61i9]8 - Fp%: (619)46FRm
SURVEYING • MAPPING • RIGHT-OF-WAY ENGINEERING
,qG
AGUIRRE & ASSOCIATES
Coordinate Values
A. Caltrans provided control (Metric).
PT# Northing Easting Elev Desc,
1 706074.841 1879870.167 247.593 dot man 1181+86.63
8 703376.396 1879838.379 216.564 dot mon 1093+33.97
9 702895.580 1879886.657 213.549 dot mon 1077+63.04
10 7027436101879919424 212.120dotmon 1072+53
11 702342.562 1879959.791 209.733dotmon 1059+10.17
12 701821.307 1879953 755 205 491 dot mon 1000+42
13 701022.187 1879944.540 196.996dot mon 1015+70
195 6980508261879345.521 187.410CDH BRASS DISK
197 698630,333 1879651056 185.108CDH BRASS DISK
200 700544.954 1879939.040 191.936CDH BRASS DISK (also #0014)
201 701327.747 1879972142 208.179 BRASSDISK LIMO BRDGE
B. Converted Caltrans control (US Feet).
PT# Northing Easting Elev Dew.
1 2316513.87 6167540 71 812.31 dot mon 1181+86.63
8 2307660.73 6167436.42 710.51 dot mon 1093+n.97
9 2306083.25 6167594.84 700.62 dot mon 1077+63 04
10 2305584Z6 6167702 31 695 93 dot man 1072+53
11 2304268.89 6167834 75 688.1 Odot mon 1059+10.17
12 230255814 6167814 95 674.18 dot mon 10+42
13 2299936.96 6167784.71 646.31 dot mon 1015+70
195 2290188.42 6165819.43 614.86CDH BRASS DISK
197 229208966 6166828.40 607.31 CDH BRASS DISK
200 2298371.24 6167766.67 629 71 CDH BRASS DISK (also #0014)
201 2300939.45 6167875.27 683.00BRASSDISK LIMO BRIDGE
C- Supplemental Control (US Feet)
PT# Northing Easting Elev Desc.
301 2306586.22 6167387.89 724.51 cp "x" on walk
1001 2286923.50 6165538.31 646.76cp mag Detroit®1-15
1021 2294306.59 6164842.16 616.99CP X ON BULLNOSE
2
9265 Mn FACWLSTREET. SURL 1 - L4 MESA, CA 91N2• P11, 1619K6 78•FAX'.(619K 720I
SURVEYING • MAPPING • RIGHT-OF-WAY ENGINEERING
Q7
AGUIRRE & ASSOCIATES
D. RTK derived Aerial Control Targets (US Feet).
PT#Northing Easting Elev Desc.
302 2307688.45 6168248.46 708.38 hv32
303 2305329.38 6168025.35 689.73hv30
304 2303634 07 6168303.75 679 77hv29
305 2301084.25 6168665.43 659.94 hv25
306 2301016.52 6167285.21 673 94 hv26
307 2302920.28 6167592.64 678.67 hv27
308 2304299 64 6166939.43 685.94hv28
309 2307471.38 6166490.19 703 90 hv31
1,
Rupi�irn, PI -9 date
6165MY ERCIALSTR T. SEnE1-WME8AG91902-PH (6199"78•[' 1(619N6 UO3
SURVEYING • MAPPING • RIGHT-OF-WAY ENGINEERING
NJ
9
AG 65 Com & ASSOCIATES
8265 Commercial C Street, Ste 1
<� ® La Mesa, 91942
(819)484-4- 8978
l
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RTK Survey Sheet
sl
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ONSPORTATIONDEPARTMENT 40SOLEMONST POST OFHLE BOX NYU
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OCCUPIEDPT.#: LL DESCRIPTION:
INST. H.L; 5' ap
COORDS.N.: O .Z E. 0.qC5 ELEV. ?,20
BACHSIGHTPT.#: E DESCRIPTION:
B.S. H.I.: S,IT
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BACNSIGHTAZMUTH: %033BEGIN: HD= p VD=-O.O(O AZ= 00-00-00
END: HD= 0 •O VD= - , OCL AZ= Q7 -00 -
NORMAL ROD H.I.: $,09
FIRST PT#: DESCRIPTION: C -5\GL 4+.0
LASTPT#: 4qpV, DESCRIPTION: DIQ Z
NOTES: LIST ANY NEW CODES ADDED HAS CHANGED OR TO BE CHANGED P.T.s TO BE DELETED BATTERY CHANGED
T WHAT P.T. NO., ANY TURNING OFF AND ON WITHOUT COLLECTING DATX ADDITIONAL DESCRIPTIONS TO BE ADDED
IN OR CHANGED, ETC. FILL OUT A NEW DATA COLLECTION SHEET FOR EACH SETUP.
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 40SOLEMONST POST OFFICE BOX 1090 RIVERSIDE CA 9Z502
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RIVERSIDE COUNTY SURVEYOR DATA
COLLECTION SHEET
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 4080LEMONST POST OFFICE BOX 1090 RIVERSIDE CA 92502
OCCUPIEDPT.#: 105
DESCRIPTION:
INST, H.I.: 5 27
COORDS. N.:
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ELEV.
BACKSIGHTPT:N: 1l4
DESCRIPTION:
B.S. H.I.: y
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FIRST PT#: 9H
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LAST PTN; SZl
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 4080LEMONST POST OFFICE BOX 1090 RIVERSIDE CA 92502
RIVERSIDE COUNTY SURVEYOR DATA Office Use Only
COLLECTION SHEET ICkd B
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4080 LEMON ST POSTOFFICEBOX
OCCUPIEDPT.k: l(1
DESCRIPTION:
INST. H.1.: 5,
COORDS. N.:
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BACKSIGHTPT.#: 14
DESCRIPTION:
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BACKSIGHTAZMUTH: 2
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4080 LEMON ST POSTOFFICEBOX
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RIVERSIDE COUNTY SURVEYOR DATA Office Use Only
COLLECTION SHEET Ckd B
OCCUPIEDPT.%: IC)IJ5
DESCRIPTION:
INST, H.I.: 5: 4
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BACKSIGHT PT. R: 114
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COLLECTION SHEET Ckd By: I /
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 4090LEMONST POST OFFICE BOX 1090 RIVERSIDE CA. 92502
OCCUPIED PT. q: 11 DESCRIPTION:
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BACKSIGHTPT.9:
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AT WHAT P.T. NO., ANY TURNING OFF AND ON WITHOUT COLLECTING DATA, ADDITIONAL DESCRIPTIONS TO BE ADDED
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 4090LEMONST POST OFFICE BOX 1090 RIVERSIDE CA. 92502
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COLLECTION SHEET I Okd B
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 4080LEMONST POST OFFICE BOX 100 RIVERSIDE GA. 92502
OCCUPIED PT. IT
DESCRIPTION:
INST. H.I.: G8
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BACKSIGHTPT.O:
DESCRIPTION:
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FIRST PTO: Z
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LAST PTO: 54o76
DESCRIPTION: DIR-
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 4080LEMONST POST OFFICE BOX 100 RIVERSIDE GA. 92502
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BACKSIGHTPT.#: 101(5
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 408OLEMONST POST OFFICE BOX 1090 RIVERSIDE CA, 92502
OCCUPIEDPT.%: 23
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RIVERSIDE COUNTY SURVEYOR DATA ONICA Use Only
COLLECTION SHEET CKd B :
4080 LEMON ST POST OFFICE BOX 1090 RIVERSIDE CA. 9202
iDCCUPIEDPT.N: 1Z4 DESCRIPTION:
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4080 LEMON ST POST OFFICE BOX 1090 RIVERSIDE CA. 9202
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OCCUPIEDPT.#: 124
DESCRIPTION:
INST. H.I.: $,L3
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BACKSIGHT PT. p: zc7-
DESCRIPTION.
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BACKSIGHT AZMUTH: 37;7
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RIVERSIDE COUNTY SURVEYOR DATA Off ice Use OnIv
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4080 LEMON ST POST OFFICE BOX 1090 RIVERSIDE CA. 92502
OCCUPIEDPT.R: I
DESCRIPTION:
INST. A .: Z
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BACKSIGHT PT. M:
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BACKSIGHTAZMUTH: 180"
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SACKSIGHTPT.#: 13 DESCRIPTION: f1v. 60. fI S O, �0 rt,Z KOY�
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LAST PT#: 63 S DESCRIPTION: e rev Z 7/006+5O
NOTES: LIST ANY NEW CODES ADDED H.I.s CHANGED OR TO BE CHANGED P.T.s TO BE DELETED BATTERY CHANGED
AT WHAT P.T. NO., ANY TURNING OFF AND ON WITHOUT COLLECTING DATA, ADDITIONAL DESCRIPTIONS TO BE ADDED
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT #OeOLEMONST POST OFFICE BON 1090 RIVERSIDE CA. 93302
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COLLECTION SHEET Cktl B
OCCUPIEDPT.#:
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70ORDS. N.:
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BACKSIGHTPT.N: 125-
DESCRIPTION:
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SACKSIGHTAZMUTH: 30'23e
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HD= 0067 V0=-O,OTr AZ= j�0'09 O
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HD= 0.0 VD= -o OZA)AZ= - 11
NORMAL ROD H.I.: °9
FIRST PT#: (93fr4
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COLLECTION SHEET Cktl B
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DATE: &ALW
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COORDS, N.: 229 '(65 q91
E. rp 10'7q5f. 289
ELEV. 643,cjOd
IBACKSIGHT PT. #: ITA DESCRIPTION:
B.S. H.I.:
COORDS. N.: ZZPA Z
E. ( l 5 .130
ELEV. 645,76
BACKSIGHTAZMUTH: 0&- 3130' BEGIN:
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END:
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FIRST PT#: G44-7 DESCRIPTION:
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 080 LEMON ST POST OFFICE BOX 1090 RIVERSIDE CA. 92502
OCCUPIEDPT.#: DESCRIPTION:
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BACKSIGHTPT.#: 12TA DESCRIPTION:
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 080 LEMON ST POST OFFICE BOX 1090 RIVERSIDE CA. 92502
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RIVERSIDE COUNTY SURVEYOR DATA Off ice Use Only
COLLECTION SHEET Ckd B
'ROJECT: "M0NIE A -VE FB: ZZYZ PG: 11. _<13
RIMRSIDECOUNTYTRANSPORTATIONOEPARTMENT 408OLEMONST P0ST OFFICE B0X 1090 RIVERSIDE CA. 92502
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BEGIN: HD= 4 VD= a •v 2 AZ= -z
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NORMAL ROD H.I.: /a 9E
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RIVERSIDE COUNTY SURVEYOR DATA Office Use Only
COLLECTION SHEET CKtl B
RIVERSIDE COVNTYTRANSPORTATIONDEPARTMENT 40OLEMONST POSTOFFICEBOX
OCCUPIED K. M: 'j
DESCRIPTION:
INST. H.I r. ,67
COORDS. N.: 2.29q 0 3
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BACKSIGHT PT. M: lal
DESCRIPTION:
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BACKSIGHT AZMUTH: 5
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 408OLEMONST POST OFFICE BOX 1090 RIVERSIDE CA. 92502
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OCCUPIEDPT.#: 1'6DESCRIPTION:
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COORDS. N.: 23660094 J45 E. (( 'fes, 7 ELEV. 444r7, b
IBACKSIGHTPT.#: Il DESCRIPTION:
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COLLECTION SHEET Cktl 8
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 40BOLEMONST POST OFFICE BOX
OCCUPIEDPT.M: 19 DESCRIPTION:
INST. H.L: 5.02-
COORDS. N.: 230CA LS. 15 E. 6i(al760,205
ELEV. 6W.
BACKSIGHT PT. M: IL
DESCRIPTION:
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 40BOLEMONST POST OFFICE BOX
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COLLECTION SHEET Ckd B
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DCCUPIEDPT.#: t4
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FIRST PT#: Q
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 401 POST OFFICE
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RIVERSIDE COUNTY SURVEYOR DATA OHlce Use On
COLLECTION SHEET lCkd B
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 08OLEMONST POST OFFCE BOX 1090 RIVERSIDE CA. 92592
OCCUPIED PT. #: 1
DESCRIPTION:
INST. HAL: r7,bo
COORDS, N.: 2
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 08OLEMONST POST OFFCE BOX 1090 RIVERSIDE CA. 92592
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COLLECTION SHEET Ckd B
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 408OLEMONST POSTOFFICE
OGCUPIEDPT.#: 14'7
DESCRIPTION:
INST, H.I.: S.
COORDS.N.: Y'v0241, E. Glm-lYy0.W9
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BACKSIGHTPT.#: DESCRIPTION:
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ELEV. 67e.Z96
BACKSIGHTAZMUTH: eSc504 '5L" BEGIN: HD= O.00rl VD= -O,OG(P
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 408OLEMONST POSTOFFICE
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RIVERSIDE COUNTY SURVEYOR DATA Once Use Only
COLLECTION SHEET Cktl B
4080 LEMON ST POST OFFICE BOX 100 RIVERSIDE CA. 92502
OCCUPIEDPT.#:
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BACKSIGHTPT.#: 170
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COLLECTION SHEET I CkdB:
RIVERSIDE COUNTY TRANSPORTATIONDEPARTMENT 40BOLEMONST POST OFFICE BOX I090RIVERSIOE CA. 92502
OCCUPIED PT.M 12 DESCRIPTION:
INST. H.I.:
COORDS. N.: 22AI -7905z, 150 E. &I( 7741,14G
ELEV. 62471
SACKSIGHTPT.A: 1$DESCRIPTION:
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RIVERSIDE COUNTY TRANSPORTATIONDEPARTMENT 40BOLEMONST POST OFFICE BOX I090RIVERSIOE CA. 92502
RIVERSIDE COUNTY SURVEYOR DATA Office Use Only
COLLECTION SHEET lCkd BY: I ZZS
OCCUPIEDPT.#: 1$
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BACKSIGHTAZMUTH: 00131771
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 080LEMONST POST OFFICE BOX 1090 RIVERSIDE CA. 92502
OCCUPIEDPT.#: tad DESCRIPTION:
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LAST PT#: 10117 DESCRIPTION: CL
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 080LEMONST POST OFFICE BOX 1090 RIVERSIDE CA. 92502
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COLLECTION SHEET ICkd B
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 400OLEMONST F0STOFFICEB0X1090RIVER510ELA.9i5s1
OCCUPIEDPT.M:
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 400OLEMONST F0STOFFICEB0X1090RIVER510ELA.9i5s1
RIVERSIDE COUNTY SURVEYOR DATA Office Use Only
COLLECTION SHEET CKtl B
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 40OLEMONST POST OFFICE BOX 100 RIVERSIDE CA. 92502
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DEPARTMENT 08OLEMONST POST OFFICE BOX 1090 RIVERSIDE CA. 92502
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4080 LEMON ST MST OFFICE BOX 1090 RIVERSIDE CA. 92502
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 40SOLEMONST POST OFFICE BOX 1090 RIVERSIDE CA. 92502
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MWRSIOECOUNNTRANSPORTATIONOEPARTMENT d050 LEMONST POSTOFFIOEBOX1090RIYERSIOECA.94501
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Wes LEMON ST POSTOFFICEBOX
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AT WHAT P.T. NO., ANY TURNING OFF AND ON WITHOUT COLLECTING DATA, ADDITIONAL DESCRIPTIONS TO BE ADDED
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 40SOLEMONST POSTOFFICESOX1090RIVERSIDECA.91301
OCCUPIED PT. R: 132 DESCRIPTION: Fc 6'Z3OAe w Rlu C4,TRNNB
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PT.F. DESCRFIN)N
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COLLECTION SHEET ICkd By I /G
PROJECT: O/,L1 i//YE _L—[S FB: Zy./Z PG: yA�(44
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GPS CONTROL PT. N:Ip
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❑ NGVO 1929
NAW 1988
ROD HI
DESCRIPTION:
BEGIN CHECK PT.k G'O
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INTERMEDIATE CHECKPT. Ns
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2
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FIRST PT%: p
DESCRIPTION:
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LAST PTK:
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END CHECK PT.N
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RIVERSIDE COUNTY SURVEYOR
COLLECTION SHEET
PROJECT:
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GPSCONTROLPT. p: 10-5
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INST. H.I.: 5. `67 '
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❑ NGVD 19Y9 AVD I988
CALIBRATION PT. ps:
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DESCRIPTION:
Zn^
BEGINCHECKPT.N \W
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GZ Qo ELEVATIONDIFFERENCE
INTERNED IATECHECK R. ps
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0456
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ENDCHECKPT.0
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RIVERSIDE COUNTY TRANSPORTATION UEPARTMENi 4MUMUNm rw i UrrieC DWA Jom AtW�".1......
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PROJECT: Z/I/O!///�Ti/�C.V,1QiILb` FB: ZZz/L PG:.1 HCi
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AVD 1988
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1988
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