fb2252_6648Index #1
Riverside County Survey: Field Book Table of Contents
FIELD BOOK # :
2252
SECTION(S)
23 / 26
SURVEY#:
6648
TOWNSHIP
4S
WO#
C60092
RANGE
3W
PLAN #:
971LL
PROJECT NAME:
Nuevo Bridge
Index Numbers)
Item
Index Date
Notes
1-2
Table of Contents
peodinghaM Copy
34
Fad Sheet
pe'dinghaNmW
5-16
Field Notes -GPS Log Sheet
Fled/pendimnamoopiesbom Fo VIS/23
15-16
Field Notes -HVP's
Pled/ pending hard mples Frdn Fo V18/23
17-30
Field Notes -HVP Level
Flied/ pending ham Copies here On VIV23
Field Notes - sectional
31-32
Field Notes - Traverse
Flied/ pending hard Copies hen F01/18/23
Field Notes - TdIverse Levels
IFied/ pendim hard copies hee fo VIS/23
33-36
Field Notes- Monument Recover
Paid Notes - Sectional
Calc Notes -Alignment
Calc Notes - Right of Way
Calc Notes - Easement
37-38
Contol -HVP's
39-40
Contol- Traverse
Contol-5ectional
4342
Contol-Monuments
PASURVEY\001 FIELD BOOKS\Table of Contents\FB 2254\Field Book TOC_2254-6648 C60092 Nuevo Bridge.xlsx
Index 92
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PASURVEY\001 FIELD BOOKS\Table of Contents\FB 2254\Field Book TOC_2254-6648 C60092 Nuevo Bridge.xlsx
RIVERSIDE COUNTY SURVEYOR
INDEX# 3
PROJECT CONTROL SHEET
PROJECT: NUEVO ROAD BRIDGE SURVEYk 6648 FBk 2252
WO#: C6.0092 TWP: 4S RNG: 3W SEC: 23126 RHO: NIA
HE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6,
ASED LOCALLY ON CONTROL STATIONS 'BILL",'NOCO",'P474" AND "P504- HAD 83 (HSRS 2011) EPOCH 2O10.00 AS SHOWN
EREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR
EEDS ARE AS SHOWN PER THAT RECORD REFERENCE. ALL DISTANCES SHOWN ARE GRID DISTANCES UNLESS SPECIFIED
THERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY A COMBINATION FACTOR OF
1.OM075905. CALCULATIONS ARE IMAGE AT POINT# BM44262, WITH COORDINATES OF N:2236,373.87Y E: 6,283,010.809', USING AN
LEVATION OF 1,425,96.
REFERENCE CSRC STATION
PID
DESIGNATION
LATITUDE
LONGITUDE
NORTHING
EASTING
ELLIP. HT.(M)
AF9684
LAKE SKINNER
33°34'4166324'
116°23'12.75340"
2,154,99494
6,313,56416
470A9
F
DK6393
NDRCD COLLEGE
33°55Y0.93887"
177°34'10.d4327"
2,280,877.09
6,767,339.18
187520DG9734
Fallbrook
33°2198.MMI'
117°14'55.2420P
2,W4,324.H
6,256,718.B7
183.648
DG97401
BEAUMONT
I 33°53'33.35696-
116°57D5.85932"
2,269,135.97
6,348,737.99
1 739.484
CMnN0005LY
OPERATING
REFERENCE
STATKKI9IC O R.S I NETMRK MCURACY-APPROACHES
ZERO- AT
THEM OM FIDENCE
LEVEL.
CONVERGENCE ANGLE AND GRID FACTOR
POINT NO.
NORTHING
FASTING
CONVERGENCE MG.
COMBINATION FACTOR
ELEVATION
BM-M26-2
2236373.870
628M10.886
1 410°30'14.5%n-
1 1.000075805
1 1,425.95'
CONTROL MONUMENT DESCRIPTIONS
MON ID
DESCRIPTION
NORTHING
EASTING
ELEVATION
FOUND, NAIL WI'RIV. CO. TRANS" WASHER, ON 0.V PER CR
203
04102K
2236401.662
6281035.982
WA
FOUND, 2" I.P. WI RCFCBWCD BRASS DISC, ON GY PER IRS 147148.
200
2236383.871
6283675.648
WA
FOUND 11I4" I.P. WPRN. CO. SURV.' TAG, DN. O.B' PER CR 1M278,
210
8CR 1010568,
2236365.881
6286325.357
WA
BASIS OF ELEVATIONS
LEVATIONS FOR THIS PROJECT ARE BASED ON: NORTH AMERICAN VERTICAL DATUM
OF 1988(NAVD88)
BENCHMARK: DX5432
NL
h`'`ON ONANOSG9
L�
N.G.S. DATA SHEET)
ELEVATION:
ESCRIPTION FOUND, PK NAIL IN LEAD, UP2.0'N NORTH CORNER OF STRUCTURE, 1.4
MILES WEST OF LAKEVIEW AVENUE, MY EAST OF THE SAN JACINTO RIVER, ON THE�yO
OUTHERLY OF TWO STRUCTURES ON THE COLORADO RNER AQUEDUCT. (PER N.G.S.
Q cc 0
ATA SHEET).
o- x No. 9472 3 s
* Exp.9-30-22
OFCAUC'O
ROJECTCONTROL STATION ELEVATIONS DERIVED BY DIFFERENTIAL LEVELING
SINGLE -WIRE OBSERVATION) ACHIEVING THIRD ORDER VERTICAL ACCURACY.
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, 408OLEMONST, P.O.BOX1090RIVERSIDECA92502
RIVFRSIRF rnimT SIIRVFVOR
PAGE INTENTIONALLY LEFT BLANK
RIVERSIDE COUNTY TRANSPORTATIONDEPARTMENT, 4080LEMONST, P.O.BOX1090RIVERSIDECA92802
INDEX # 5
rl
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
GPS Station Observation Log Sheet
Project Nare: A✓azila A/ Aezizlf rQ9//A6 Jul ion Doy:_ Survey Date: e; pP
w NO; A' AP4PO FB: 2252 Survey No: '66u6 TV:-& Pp:JAe Sec:q✓BLRno;
Survey Party: 1410, J engyt Cc'Y Receiver Serial NO: /388-/063!/.-
Survey unit No: rREat/ 1 Receiver Model No: /OPle M? Antenna Serial No: N/17
Slant Heiant Measurement
m x1 9 gtr
Net
Char. ID:
at Tire: �i_
d Tim:
Ole Length: Ian _3an_ Average:
Simi Height Measurement
Sessim No: Feat Meter
e Chm. ID:
Start Time:
End Tire:
Cable Length: lam_]Um_ Average:
True Vertical:
Description:
Simi Height Measurement
Vision No: Feet Meter
Char. ID:
art Time:
d Time:
Ole Length: lan_]Pn_ Average:
True Ver ical:
scrlptim:
Session No:
D Char. to:
Start lire:
End Tine:
Cab le Length: ion _]Um_
Dmmiptim:
Simi Height Measurement
Feet meter
Average:
True vertiwi:.
Simi Height Wasvarent
Sessim No:
Feet Wier
e Char. ID:
Start Titre:
End Tire:
Cable Length: Ipn_]Qn_
Average:
True VMti cal:
Desalotlm:
Session Na:
e Char. ID:
Stet Tim:
End Tine:
Cable Length:
Description:
slant Will Wpeureeat
Feet Wier
loll Average:
True Vertical: -
session Nl
B Char. ID:
Start Tire:
End Tine:
Cable Length:
Description:
Simi Height WpWeneent
Feet meter
lam_]pe_ Average:
True Vertical:
Semi on W:
8 Char. ID:
Start Tin'.
End tire:
Cable Length:
Description:
Slant Height WasweiNt
Feet Wier
Jan_]dn_ Average:
True Vwtiwl:
INDEX # 6
A Char. ID:
Sesslan No:
Cmmanis:
Start Tim:
Erg Tim:
0 Char. ID:
Session No:
Converts:
Start Tiro:
End Tim:
e CW. 10:
session No:
Caments:
Start Tim:
End Tim:
0 Char. IN:
Session No:
foments:
Start rim:
End Tim'
0 Ow. 10:
Session No:
Coments:
Start Tim:
End Tim:
0 Cinch. ID:
Session ND:
foments:
Start Tim:
End Tim:
0 Char. ID:
Session No:
Laments:
Start Tim:
End Tim:
s Char. ID:
Session W:
Consents:
Start Tim:
End Tim:
INDEX # 7
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
GPS Station Observation Log Sheet
Project Nowne:: IVVI/X VO / PX,5§16C IjI74N/O Jul//(iiooan� Day:_ Survey Bate: <
NO No: aaE4 FB: 2252 Survey No: 4046 TNe:Z Rg:3JI Sec:2A Rho:
Wvey Party: /70///S I (rAlEL nozz �/ Receiver Serial No: /3B8'/oPL7
Survey Unit NO: 1�wbl I? Receiver "aI No: / ///k Antenna Serial No: &yX
1111121
"AT 4 wnt Height Measurement Slant Height Measuresent
Session No: / eS.t % L7h Session No. z F�e�� Meter
e Ci:r. 10: Y 9 Char. m:i ,a•v�
Start Timer Start Time:
End TlEae Tim:— 12,1�
Cable Length: man _wan_ Average: Cable Length: lan_]Be_ Average:
Slant Height NuOurerent
e Char. ID:
8 Char. ID:
3 2
✓A
/, Meter C
Start Tiilre
Ene:
Eta
C ala Length:
IOm_]0m_ Average:
Slant Height Measurement
Sunman No:
✓
reel
/.Mef?
Bar :
Start idle:
T
End Fille:
2:1/
CW Ie Le:giM1:
IN _30n_
Average:
L'e�
g6'"�fB.A.0
if S Vertiml:
N "Lp✓C J'
ae ption:
�§�cgr
J �
Of o
✓T f
o'er-Sa'[
J
SIpM Height Measurenent
Seas lan No: Feet Meter
e Chw. 10:
Start Tine:
End Tine:
Cable Length: lam-3Gn_ Average:
True Vertical:
Descriptian:
Slant )Height Meaeureffirt
Msees lan NO: g
fi [ha. ID: 7V
End T me Ti:12.
End Tine: /%O/
Cable Lenart: lW _]Pn__Avrage
Slant Height WoZenent
Session No: �^ Fe
1 Meier
e Char. ID:
stwt iide:
Eon Time: S/
Cable Length: Ind -]Om- Averone:
PLASan: yE�'a A.f 4ri '
R /Duc — IOIG zru f' nor.
fin' /�/7i3
SIVM Height MeaWelent
Session No: Feet Meter
9 Char. Is:
Start Tine:
End Tin:
Cable Length: JCn_30m_ Average:
True Vertical:
Description:
INDEX # 8
a Char. ID:
Session No:
Laments:
Start Time:
End Tine:
N Char. ID:
Session No:
Caments:
Start Tim:
Era Tim:
8 Cyar. 10:
Session No:
foments:
Simi Tim:
End Tim:
e Char. 10:
Session No:
Cements:
Start Tim:
End Tim:
N Char. 10:
Session No:
Camnents:
Start Tine:
End Tire:
9 Char. I0:
Session No:
Laments:
Start Tine:
End Titre:
e Char. IC:
Seeei an No:
Laments:
Start Tim:
End Tim:
e Char. in:
Sessi an No:
Coments:
Short Tim:
End Tim:
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
GPS Station Observation Loa Sheet
Project �Na�tee:.��/�.�t/ZIm /.✓ ,i/Ili& JfG/114B dui//lidmn� oay:°'" survey Date: G •Lf •22
W No: � FB: n52 Survey No: £640 Two: 40L pq:JA Sec:ZWaflno:
Survey Party: M'd&Z/C e Ilfi—a ✓ Receiver Serial No: �3.P9-lL2Lri
Survey Unit No: Z�« 2 Receiver Model No: IIJIJW la Antema Serial No:
Slant Height Measurement
Sass ian NO: Feet Meim
8 char. Ia: � /.,, ,
Stint Tim: C Y
tTitle: %O
Coale Length: IOe_3l)n_ Avera
g
e:
Desaripti m: �R'%EA1¢ W�'Y/r%V Cu ?A6N4"
E RR $plaa /q4•% W, of
J✓•Lr �F o9fuRLA%96 usr pP eF
(.k6
Simi Height Measurenent
Sasalm RON 3
Feet
�Meter�
G12
B char.
Start m P,
TimEnal :
caste Lmgm: lam —30111_
Cab
Avxage:
Slant Height Measurement
;oar Na; S �SFe�pe11t Meter
or. m: fa � Z LS2
i tine: fa .'ey
e; me: S.pS
LmgM: Ian _30n_ _ Average:
Simi Height Measurement
Session No: Feet Meter
B Char. ID:
Start Tine:
EM Time:
Cable Length: 10m _30n_ Average:
True Vertical:
Description:
n
L
Simi Height Measurement
session No:
B Char. :
Feet NN
Start
nlMlle
idle:
Cable le Length: IOm _30m_
Average:
True Vmtical:
Descripti mZzz PGy/e➢P/✓ce 9RdGf
ALKf PL[// it
pr
r nG fN C
704'% SE'W e09.7. a916f43£
63'c'GY OF pE;
F'W Enri/ VICE) wvEr
1 /A' ✓1r eF 5' i&x
GLF
Simi Height measurement
Se"ion No; Fast Meter
B art I I /./52
Simi ine: _1L
EM Tine:IA
[oEle Lmgtp: IDm _lpn_ Average;
Simi Height MussrmRnt
Sassim No:
Feet Meter
8 Char. ID:
Start Tine:
Ena Tine:
Cable Length: lam_3ae_
Avarme:
True VmYlml:
Description:
Slant Height Yeasureaent
Session ish Fast Meter
8 Char. ID:
Start Tin: —
EM Time:
Cagle Lanai IQn_30m_ Average:
True Vertiml:
INDEX # 10
e Char. ID:
Session No:
Comments:
Start Tine:
End Tine:
B Char. ID:
Session No:
Comments:
Start Time:
End Tine:
N Ctdr. ID:
Session No:
Comments:
start Time:
End Tine:
e Cho,. ID:
Session No:
Comments:
Start Tine:
EM rime:
a Char. ID: star+ Tim:
Session Na: End Tine:
8 Char. To:
Session No:
Crmients:
Start Tine:
End Tim:
e Char. ID:
Session No:
foments:
Start Time:
End Time:
$ Cnar. ID:
Session No:
Contents!
Start Tine:
Eon Tire:
INDEX # 11
AkRIVERSIDE
COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
i GPS Station Observation Log Sheet
Project Nave: IVWL16/%% £ le6y,149 Julian Day: —Survey Date: G'ii-2z
IN No: 141/ gii/�FFB:: �2252 Survey No: ti54�2=ABM: 9 TOO:&Pg:Sec:
Survey Party; - C A Z,5pw Receiver Serial No: �3�8'�OG.1li
S Yery unit No: CZ,!dl6 / Receiver Model M: / J Animna serial NO:
Slant Height NVdduxewt
Session Na: f,�jje��5�� Wier
e Char. ID: M.YC /.6e
start Time:
End Time: %
Cable Length: Ipn_300_ Average:
i w�yV al:
Description: APaaA i i/ i['/v C.r !//
P/ot CHP O/([JNt YU Lo fil
Session Lb:
9 Char. to:—
Start Time:
End Time:
Cable Length:
Deecriptim:
Simi Heist Meas:fdRM
Feet Meter
lovi n_ Average:
True Verticol:
0;, 'LY O!
22%P9/,9E
Swaim No:
N Char. 10:
Start Tim:
End Timu
Cable Length:
Description:.
Sl art Height Neasure:ent
Feet Meter
IW _3n_ Average:
True Vertical:
Session No:
N Chcr. 10:
Start Tine:
End Tim:
Cable Length:
Description:
Simi Height wasuresent
Feet New
100 _30m_ Average:
True Vertical:
Session NO:
a Char. 10:
Start Tiara:
End Tim:
Cable Length:
Description:
Simi Haight Measveaent
Feet Meter
10m_30m_ Average:
True Vertical:
Session No:
g Chen. ID:
Start Tine:
End Titre:
Cable Length:
Deacr iption:
Slant Height Measureel
Feet Meter
IOm_30e_ Average:
- True Verticol:
Semim No:
6 Char. lD:
Start Tine:
End Time:
Cable Length:
Description:
Simi Height Measurement
Feet Meier
IOm_3ap_ AVerage:
True Ve l:
Session Ha:
6 Char. 101
start Tine:
End Tiem:
Cable Length:
Description:
Si Mt Height maeurelrent.
Feet Meter
IOm-30m_ Average:
True Vertical:
INDEX # 12
D CDR. ID:
Session No.
Cements:
Start rim:
End Tim:
8 Char. IT:
Session No:
Coents:
start Tim:
End rim:
8 Char. ID:
Seesim NO:
Cements:
Saari Tim:
End Tim:
D Char. ID:
Session Na-End
Germs:
Start Tim:
lion:
8 CDR. ID:
SeMim No:
CM $i
Sint Tim:
End Tim:
8 CDR. ID:
Session No:
Cammnis:
Start Tim:
End Tim:
8 CDR. ID:
Session No:
Cements:
Start Tim:
End Tim:
8 Char. ID:
Session No:
Cements:
Start Tim:
End Tim:
INDEX # 13
1
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
E GPS Station Observation Log Sheet
Project Ham: N�16142 ZZ�/L/JLr ZE5
ME No: Z41VQ$�'1� FB: 2252 Survey Na: "48
Survey Party: /%AZe/S•/TAZ6eip,{(
Survey Unit No: /TJf1l / Receiver Modell No:,
,—Srvey Bate: 6'/S•2
duI on Day:7
TV:� RB:� Sec:*KRlho:
Receiver Serial No /5&
4d Antercg Serial Non Awl(
Slant Height Mp0 vfflvnt
Sees! on.2 in:33feSSet�t Mater
%90 .2
/O� o
: Icm_30m_ Average:
T Y r cgO
3dL4sJ 0/f H%/tipaesalptlm:
Session NO:
B art T ID:
Start Tine:
End Tire:
Cable Length: loll
Slant Height MeowurdRn1
Feet Wier
Averwe:
True Vertical:
y/.3
eu i2£
Ste✓ c
B 76 b
Session Ho:
8 Cho'. In:
Start Tine:
End Tine:
Cable Length: 10m_3am_
DesmlOtlm:
Simi Height Nwwrenent
Feet Meter
Average:
True vertical:
Sess m Ib:
8 CW. in:
Start Titre:
End Tire:
Conle Length: IOm_30m_
Description:
Slant Height Measurenent
Feet Meter
Average:
True Vertical:
I
Session NO:
B Cher. ID:
Start Time:
End Time:
CWIe Length: lon_30m_
Description:
Slant Height Mwmredent
Feet Meter
Average:
True vertical:
Se98ion NO:
8 Cher. ID:
Start Titre:
End Tine:
C nle Length: lbm_30.n_
Oescripti m:
Simi Height Meal event
Feet Peter
Average:
True Yerticcl:
Simi Height Meosurvull
Session No: Feet wer
8 Char. 1D:
Start IIFe:
End Tine:
Cmle Length: 10e_3Gh_ Average:
True Vertical:
fuhcri Dtim:
Session No:
8 Cher. IB:
Start Tine:
End Ties:
Celle Length: Inn-30e_
Description:
Simi Height PeaemMent
Feet Meter
Average:
True Vertical:
INDEX # 14
B Char. ID:
Session No:
foments:
Start Tim;
End Time:
a char. Ilh
Session No:
[omens:
start Tim:
End titre:
B Char. IB:
Session No:
Comments:
Start Time:
Erp Tire:
B Char. ID:
Seas ion No:
Caments:
Start Tone:
Ena TIM:
B Qw. 10:
Session No:
Commits:
Start Time:
End Tine:
8 Ctnr. lot
Session No:
Caments:
Start Tine:
End Titre:
9 Char. ID:
Session No:
Comments:
Stwt Tine:
End rime:
8 Char. ID:
session No:
comments:
Start Time:
Eon Titre:
RIVERSIDE COUNTY SURVEYOR INDEX#16
MONUMENT DESCRIPTION
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RIVERSIDE COUNTY SURVEYOR 18
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RIVERSIDE COUNTY SURVEYOR 19
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RIVERSIDE COUNTY SURVEYOR 22
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RNMIDECDUHTrsuRV M INDEX#24
LEVELSHEET DATE:
RIVERSIDE MV SURVEYOR INDEX#26
LEVEL SHEET DATE:
RNERSIDECOUM SURVEYOR INDEX#28
LEVEL SHEET DATE:
RNERSIDE COUNTY SURVEYOR INDEX#30
I F11FI SHFFT DATE:
RIVERSIDE COUNTY -VEYOR INDEX# 31
NOTES FOR: p ou rr.' +. I TR✓I ✓, PrS
PROJECT: Nuwo AR/ACG 6648 FEk 2252 PG: / ems/
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NOTES FOR S .efr^o//R
l (�IVERSIDE COUNTY SURVEYOR INDEX 33
PROJECT: NUENO Pn gplb6E SURVEY0 AW FBp: 2252 PG: /
WOR: C(200CIZ Wdl RNO: ?A/ SEC: pj 1(. RHO:
SURV PARTY:!' 's COMBOFACTOR:_Q, 49994k¢Q/ DATE: /•g.22
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RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 080 LEMON ST POST OFF6EB0X 10W RIVERSIDE CA 92W9
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RIVERSIDEDWNNTRANSPDRTARONDEPARTMENTOODI WNSTMSTWHUeNox IDwaVErc (�R.iio I
BwIUA. 013/20II
INDEX # 35
RIVERSIDE COUNTY SURVEYOR
RTK-DATA COLLECTION SHEET
OR61FLTe ��i/Ai6 i%9//il0 SURVEYR:
TME:
AST PT 0' ,OESC:
CONTROL PT-M
DESCRIPTION: 3 /
INSi. H.I.:
G
COORDS. N.: 2 3 2 O- Q
COORDS. E: P 7 , /3
ELEV. /
NGVD1929
VD198B
CALIBRATIONPT.Bs:
ROD HI
DESCRIPTION:
ECK IN PT. fb
DEPARTURE
ELEVATION DIFFERENCE
N.= o
E.=
3
N.=
E•
CHECK OUT PT. fb
DEPARTURE
ELEVATION DIFFERENCE
N.
E.=
/ O
N.
E,•
N=
E_
UK COLLECTED PTW:
RODHI
DESCRIPTION
H.I. cha ea, Coda Changm. ETC.)
'Z /.3
S
d
PLEASE SEE REVERSE SIDE
OF CROSS SECTION
DIAGRAMS AND SKETCHES
RVER910ECWNTYTRANSP0RT4TIONOEPARTAIENT MOLEMONST P0ST0FRCESOX1090RfVERWWCA92W2
Ira�cRrrasnrrs6r�
FB 2252,
PG 6646,
INDEX # 36
IJA� 41'it 4M N UA RYA 4 i i l=I WM1A
1,2236981.666,6281929.650,1434.38,CTHVP,REBAR, FB 2252,
2,2237002.544,6283743.633,1417.95,CTHVP,REBAR, PG 6648,
3,2236958.971,6285034.642,1417.61,CTHVP,REBAR, INDEX # 37
4,2235776.091,6285043.528,1418.29,CTHVP,IP,
5,2235789.652,6283738.449,1420.96,CTHVP,IP,
6,2235789.575,6281929.456,1416.97,CTHVP,IP,
file:///PL..O%20ROAD%20BR 003%20MUW/D 20DATA/01%20FD/20220 28%e20FOT0%20CM C6 2%e20HWP/2OPn.hgl/IS/20237A6:53 AM1
FB 2252,
PG 6648,
INDEX # 38
PAGE INTENTIONALLY LEFT BLANK
100,2236595.499,6283088.778,1423.77,CTTRAV,REBAR, FB 2252,
101,2236260.222,6283129.126,1417.06,CTTRAV,REBAR, PG 6648,
102,2236362.193,6282787.355,1421.93,CTTRAV,REBAR, INDEX * 39
200,2236383.871,6283675.648,1421.412,BRASSD,
201,22363 88.978,6282923.897,1425.107,1VTAG,
fi1cJ/IP/...%20ROA aODMID 03%20FIELD%20DATN01%20FDR022-M-28%20FOT0%20MTR C6-0092%20TRAV%20Pn.h41/lSR0237:47:39 AM1
FB 2252,
PG 6648,
INDEX # 40
PAGE INTENTIONALLY LEFT BLANK
200,2236383.87,6283675.65,1421.41,BRASS DISK,VF-CTRL-BRASSD FB 2252,
201,2236388.98,6282923.90,1425.11,NAIL & TAG,VF-CTRL-NTAG PG 6648,
202,2236388.95,6282921.80,1425.26,NAIL & TAG,VF-CTRL-NTAG INDEX # 41
203,2236401.66,6281035.98,1432.50,NAIL & TAG,VF-CTRL-NTAG
204,2233756.55,6281011.45,1416.57,IRON PIPE,VF-CTRL-IP
205,2233744.67,6281011.31,1416.12,IRON PIPE,VF-CTRL-IP
206,2233738.29,6283647.46,1421.89,IRON PIPE,VF-CTRL-IP
207,2233696.06,6286296.85,1445.20,NAIL & TAG,VF-CTRL-NTAG
208,2233722.71,6286297.03,1444.67,NAIL & TIN,VF-CTRL-TIN
209,2234713.88,6286307.67,1435.75,NAIL & TAG,VF-CTRL-NTAG
210,2236365.88,6286325.36,1425.26,IRON PIPE,VF-CTRL-IP
211,2231116.23,6280986.70,1417.14,IRON PIPE,VF-CTRL-IP
212,2231097.45,6283618.94,1430.97,IRON PIPE,VF-CTRL-IP
213,2231078.32,6286269.04,1482.95,NAIL & TAG,VF-CTRL-NTAG
BM-M26-2,2236373.87,6283010.89,1425.95,BRASS DISK,VF-CTRL-CTBENCHM
file:///PL..20FWA 0/aROPROMCWaOFILVOI%20MUW/D 20BOOK01%/2OA C11/CONMOUC CW092%20CL%/2OMON%20Pffim[I/l8/20238:4 :05 AM]
FB 2252,
PG 6648,
INDEX # 42
PAGE INTENTIONALLY LEFT BLANK