fb2245_6647Index #1
Riverside County Survey:
Field Book Table of Contents
FIELD BOOK#:
2245
SECTION(S)
%10,4,3
SURVEY#:
6647
TOWNSHIP
3S
WO#
DO -0104
RANGE
5E
PLAN #:
Control
PROJECT NAME:
LONG CANYON ROAD
Index Numbers)
Item
Index Date
Notes
1-2
Table of Contents
06/06/22 pending Initialization or dieaal/aam mR
34
Fact5heet
Field Notes - GPS Log Sheet
Sg
Field Notes - Alignment
06/06/22
Feld Notes- HVP's
Fieltl Notes- HVP Level
Field Notes -Sectional
Field Notes -Traverse
Field Notes -Traverse Levels
Fleltl Notes- Monument Recover
9-14
Field Notes - Control
06/06/22
Wk Notes -Sectional
Calc Notes -Alignment
Calc Notes -Right of Way
Calc Notes - Easement
Control -HVP's
Control - Traverse
Control - Secional
Control -Monuments
0-24
Data Collection Sheet
06/06/22
FE
PASURVEYt001 FIELD BOOKS\Table of Contents\FB 2245\Field Book TOC 22456647 LONG CANYON RD
PAGE INTENTIONALLY LEFT BLANK
P:\SURVEY\001 FIELD BOORS\Table of Contents\FB 2245\Field Book TOC_ 2245_6667 LONG CANYON RD
RIVERSIDE COUNTY SURVEYOR INDEX# 3
PROJECT CONTROL SHEET(*Data perSurve in Jan. 2017 for C&0067 Camino Aventura
PROJECT: LONG CANYON RO ROAD SURVEY#: 6847 FBM: 2215
NO M: D04104 TWP: 3S RNG: SE SEC: 349.10 RHO: WA
BASIS OF COORDINATES AND BEARINGS
THE COORDINATES AND BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1983,
CS83ZONE 6, (EPOCH 2010.00) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS BUM -8819;
ID COORDINATES AND BEARINGS ARE BASED LOCALLY UPON FIELD43BSERVED TIES TO THE FOLLOWING CALIFORNIA
SPATIAL REFERENCE NETWORK C.S.R.N., OR EQUNALENT,STATIONS:
REF RENCE
CSRC STATION
STATIONID SITENAME LATITUDE LONGITUDE NORTHING FASTING HEIGHT(M)
`COTO College of ft 1`33°4356.94016' 11 -178°23'72.]5340" 2210180.269 '6520051.01
-CTMS '34°0726.75018' '116°22'13.4859r 2352889.021 '6525221.014
'SGPS 1 `33°54'45.11710' 1 916°41'#.42113" 427598255] `6426445.187
NJIDC I W&Cegvn '33°56'05.11517' 1 '118°23'30.36778" 2283]89621 `6578663.576
CClIIINIIW&Yp£MTRG REFERENCE SATI0N5LO.RS. NEr4WRK A000MCY'APm HES ZERV AT THE 95% CONFCENCE LEVEL.
CONVERGENCE ANGLE AND GRID FACTOR
POINTNO.
I NORTHING I EASTING I CONVERGENCE ANGLE I COMBINATION FACTOR
1 ELEVATION
'103
1 22B2879.W8 I '6487186.406 1 --00"00'05]2]0' I 'l.000D27051
1 '849.12
CONTROL MONUMENT DESCRIPTIONS
MON IO
DESCRIPTION
NORTHING
EASTING
ELEVATION
`103
SET W' REBAR WIPLAS CAP RN 00 TRANS', FL IN 4°X C AERIAL
TARGET, LOCATED ON LEVEE RD S -LY SIDE OF COACHELLA VALLEY
STORMWATER CHANNEL,+1.1 ONROE ST BRIDGE
2282079.078
16487188.108
'849.12
402
FD. COPPERWELD, RUCH, STAMPED°RIV. CO. SUR. SH S-72000',
ACCEPTED AS IM COR. SECTION 687 PER TB 118H31
2282931.952
'6485308.8
`859.238
`204
FD. 1° IP At mRCFC WCD" TAG ON 0.9 AND X -TIES: ACCEPTED AS CL
INT. BUBBLING WELLS RD I CAMINO AVENTURA; ACCEPTED AS
2282909.584
`6490528779
`867.904
NOTE: ALL COORDINATES ANO OISTANCES SHOWN, UNLESS OTHERWISE NOTED,
ARE IN TERM5OF THE U.S. SURVEY
FOOT. AS USED IN THE TABLES ABOVE, ELEVATION REFERS TO THE CALIFORNIA ORTHOME RIC HEIGHT (COH88) OR
EQUIVALENT OF THE POINT WHERE THE MAPPING ANGLE AND COMBINATION FACTOR WERE CALCUALTED IN TERMS OF
NORTH AMERICAN VERTICAL DATUM OF 1989(NAVD88) AND HEIGHT REFERS TO THE VERTICAL VALUE OF THE
CALIFORNIA GEODETIC COORDINATE OR EQUIVALENT ELLIPSOID HEIGHT USED TO CALCULATE THE COMBINATION
ACTOR, IN THE EVENT THE CALCULATIONS ARE NOT PERFORMED AT AREW POINT IN THE SURVEY, THERE MAY BE NO
TATION OF ELEVATION TO LIST.
(STANCES SHOWN HEREON OR IMMERSED FROM COORDINATES SHOWN HEREON ARE IN REFERENCE TO CCS83(GRID). TO APPROXIMATE
OCAL GROUND DISTANCES. MUTIPLY THE GRID DISTANCE BY THE COMBINATION FACTOR PROVIDED HEREON.
PLYING FAST -STATIC PROCEDURES, CONSTRANING TO THE ABOVE -LISTED C.S.R.N., OR EQUIVALENT, STATIONS,
PRIMARY PROJECT CONTROL RESULTED IN RESIDUAL ERRORS RANGING FROM: 0.01.0.05 HORIZONTALLY, AT THE
95% CONFIDENCE LEVEL, ACHIEVING: 2 -CM NETWORK ACCURACY.
SUBSEQUENT SUPPLEMENTAL PROJECT CONTROL, APPLYING REAL-TIME KINEMATIC (R.T.K) TECHNIQUES, WOULD BE
EXPECTED TO ACHIEVE MIA LOCAL NETWORK ACCURACY.
BASIS OF ELEVATIONS
ELEVATIONS FOR THIS PROJECT ARE BASED ON: NORTH AMERICAN VERTICAL DATUM
OF 1988(NAVD88
BENCHMARK' BM -603.58-68
y\pNNL �NDyG
u� p1V,Y F. RgYe 9�
a F 3e a
r No. 0455
♦ EXp, 12-31-22
��FpF[APFOV-
ELEVATION: 913.07(NA083ADJUSTEO)
DESCRIPTION: FOUND 3- BRASS DISK FL IN CONC, NE QUADRANT
OF DILLON RD. AND MOUNTAIN VIEW RD., 320' +1- EAST OF
INTERSECTION, WILY 59'+1 -OF CL DILLON, W.SNW'LY OF PPM 2189807E.
OJ ECT CONTROL STATIONELEVATIONS DERIVED BY DIFFERENTIAL LEVELING
IINGLE-WIRE OBSERVATKK4) ACHIEVING THIRD ORDER VERTICAL ACCURACY.
RIVERSIDE COUNTY TRANSPORTATIONDEPARTMENT, 4080LEMONST, P.O. BOX 1090 RIVERSIDE CA 92502
RIVERSIDE COUN SURVEYOR
PAGE INTENTIONALLY LEFT BLANK
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, 4080LEMONST, P.O.BOX1090RNERSIDECA92502
I
RIVERSIDE COUNTY SURVEYOR
NOTESFOR: bhCeC-N°.ICAr"r CS ggGrSN-°+Eµ6
PROJECT: In & cn�Yad gogD SURVEYp:
WON: DO-a/o4 TWR 3S RNG. SE SEC:-
SURVPARTY: COMBOFACTOR: 1.
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202 F%% /' /•�, /'. G.S. 47g/"L[A$n<V<N Gy.W, 0= PEI, 91t.2[O/45-4G.
203 FD. 2 j3kR$f CA? <.rARkCP."�µ roR 4�3,..w 06 9ER RS zIlm .
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95G.. L�5 6985 20 3^.7 R u.4 /�S��.r-Bd� Fuse.
ae,Wd 4/13/3v32
RIVERSIDE COUNTY SURVEYOR INDEX %
NOTES FOR: AgICCn ES qyt SN E vrES
PROJECT: Lo.✓G AwYad ROMP SURVEYM 6607 FRp: 2245 PG: 2 or 2
WOM DO -n/04 TAP: RNG: Sr SEC: RHO.
SURV PARTY: COM80FA6TOR: /. 0yay2745/ DATE: . 0Zt
NON NAME n.. _.a..0 nn_n. do.. ALG I FWD NAME: nn.ninu � el0
o I I T2 S,
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ll 77 ` �c0'° v �A �M1 pF P2�s5
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na[o R�aro�= cR RS 22 /$q
Ian- RS a1�54 Y
PAY x 300'
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MV RSIDECOIUNNTRANSPORIATOANPARTWNT 4MLEMONST POSTOFRCEBONIMRSIOECA.92502
R"s 1/11/1019 V� Z4 T LY
RIVERSIDE COUNTY SURV YOR
INDEX#
NOTESFOR:
^O/6 �An/V/ AI Q� �"�T'8a
\)
PROJECT: /fes.
ymce/!1ry Rl SURVEY4: 6647 FBM
JJ4T PO: /oy/
MP :35 KW56 sec:Y�-Y•3Rxo:
-. �. n COWO FACTM:
Dare: i//3-zZ
I LoNL �AN}/oN T.�A/L
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OF N/4N "4 / .cc t jai
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R"s 1/11/1019 V� Z4 T LY
xni.,duvMw
I
RIVERSIDE COUNTY SURVEYOR INDEX# II
NOTESFDR,
PROJECT: zO SURVEY 9: FBp: 2243 PG:
WO#: DO-O/D� TWP: YSS RNG:_/AL SEC: /O• jRHO:
WRV PARTY. COMBO FACTOR: hemo2yafl DATE: 9'26-22
E,yo,E�esa,
T. 35, 2. SE
, Ec. 'X
M
MI RSIOEOWNTYTRANSPORTAnONDEPARTYEW 40!0 EMONST POSTOFRCE6OX7090RIVERSIDECA.9I501
Hwle '1/171209
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0
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/4
I
NOTESFOR:
l L61A
RIVERSIDE COUNTY SURVEYOR
f;T;t3
IND"# _►3
FBi: ¢246 PG:
RHO:
loSl DATE: fZ-ZZ
R
T
w
u
Pcv Vph
34
I
t ZGGO.GO — L+S�. LINL
2G Go.73 W -�
l7 Rec P,dC /ti/,9//5�ys-81f
� I
� 203
SEE �G1 .a
5e.c. tr J SEc.3
RIVERSIDEOWNTYTRANSFORTATIONO M7AflENT 20S0LgWNST POST OFRCEBOX IWPTVERSIOE0 92501
RMseO'.1 W2519
tit
R,,,s :qV/1019
TlT
Irpley AS"
/
PROJECT: / OeU/
RIVERSIDE COUNTY SURVEYOR
,r RTK- DATA COLLECTION SHEET
/ /JNt/Cy�� %I.91� SURVEY;k C6y7
OMea Uma On
CkdB:
FB:224S PG:
WOK: //�'C7/O �L 7 SURVEYREDSOURCE I DATE:.P-2if?2
1/i
cooaDS. x.: z2ro327, a�
TWP: 35
SHO, SEC: Y 'r0-
-3
RANCHO:
SURVEY PARTY:
pAA/a ,ti ' WEATHER:
(y/J , r',(/--,pp,Q
DATE:
DESCRIPTION:
FILE:
AREAISTATIONING:
TIME:
AM I PM FIRST PTfi DESC:
LASTPTB:
DESC:
TIMP
AU f PM EIRRTPT* nFSC:
LAST PTt
DESC:
CONTROL PT. Y: O/ /✓
OESCRIPTNIN:IeV
,Q,4 -U Jb1,V'rri'�
W. H.L: ,r:
1/i
cooaDS. x.: z2ro327, a�
CDORM. E.: y,jfi410
REV. 3.
INGVD 1929
DANAVID 1988
CALIBRATK/NPT.fN: ROD HI
DESCRIPTION:
CHECK NPT. So DEPARTURE
ELEVATION DIFFERENCE
N. .
E.
N.=
IS,=
CHECK OUT V. 85 DEPARTURE
ELEVATION DIFFERENCE
p N.= , OO
=
r
N.=
E.=
N•
E_
RTKCOLLECTEDPTft, RODHIDESCRIPTION
X.6cMn eF, Coda CNangSs, ETG
77�
/oz
d
N /.V
PLEASE SEE REVERSE MDE OF CROSS SECTION DIAGRAMS AND SKETCHES
PoVERSICECOUNTY M/NSPORTAIWNOEFARTMENT <Mg VONST P05TOFMEBOXIW9RVER310ECN.9M2
REVISIED: 2011-1-12
RWISIED: 2021-1-12
RTK- DATA COLLECTION SHEET
;Aid QIl
FB:
WDk /JO�p//i C/ SUKVETXCUSUUKI[IYAIn:
e�,
kk`�
C
V
TV1P: 9 RNG: ,E
SEC: -/o -'f3 RANCHO:
SURVEVPARTT i710RRI .a/21�
'NEATHER:[J(j� 4/'j il.CSi
DATE
FILE:
AREAISTATIONING:
TIME: AMIPMFIRSTPTk
DESC: LASTPTk
DESC:
TIME: AMIPMFIRSTPTk
DESC: LASTPTk
DESC:
CONTROL PT. Y:
.P .C'.
" IV
WDESCRIPTION:
INST.H.I.:
T/ .Qp/ G
F_ Acb
COORDS. K: ZZe f?, y,S
kt '4Y OP P
/.
COORDS. E.:Y?e,593.0
'L F R !
i �
ELEV. 97Z- -/
NGVO 1919
NAVD 1988
CALIBRATIONKAs: ROD HI
DESCRIPTION:
y
CHECK INPT.A DEPARTURE
ELEVATION DIFFERENCE
N
E• G O
N.=
E.=
N.=
1E.=
CHECK OUTPT.Ys DEPARTURE
ELEVATION DIFFERENCE
N.= .O
E.=0,01 - G
N.=
E.=
N=
E_
RTKCOLLECTEDPTb: RODHI
DESCRIPTION H.I. Man es, Code Changes, ETC.
00
&l Tae 41.
r �
Z 3
Ol
F " ? wiC
A/
OR. sf Tsor/ C .0
i
RS Z
PLEASE SEE REVERSE SIDE OF CROSS SECTION DIAGRAMS AND SKETCHES
MVERSIOECOVMTAAHSPOATATWNOEPARTMENT 4MLEMONST PO9TOFRLEBOXTWUMVERSIDE0e.92502
REVISIED: 2011-1-12
Iden W
RMSIED: 2021-1-12
-�AJax p I i
RIVERSIDE COUNTY SURVEYOR Office Use Only
RTK - DATA COLLECTION SHEET Ckd Bp
V,. a) SURVEYR 6669 FB: oa,.. n:2
DATE:
TYIP: ;( g
RM: S E
SEC: y- I o- 4- 3
KANDNV:
SURVEYPARTY:
86.LES W La.Am9
7210)DAD WEATHER: wgRm, 82E¢LY
OATS A. -Z5 -ZZ
FILE:
33
AREAISTATIONING:
ELEV. 12 iS-
TIME:
AMIPMFIRSTPTR
DESC: LASTPTR
DESC:
TIME:
AMIPMFIRSTPT*
DESC: IASTPTk
DESC:
CONTROLPT.M i0l
DESCRIPTION: 3 B"RE9gR �� a A,d9'
INET. H.I.: -1,5z
AS C
C00RD5. N.: 22$18 l
COONOS.E.: 649
33
ELEV. 12 iS-
NGVD 19R W1V51988
CALIBRATION PT. b:
ROD HI
DESCRIPTION:
I
CHECK INK. ft
DEPARTURE
ELEVATMN DIFFERENCE
00
N.= e,ol
Em 0Z u -o
E. r7v.Io
N.=
E.•
CHECK OUT PT.Ss
DEPARTURE
ELEVATION DIFFERENCE
N=
E•
UK COLLECTED PTtle:
ROD HI
DESCRIPTION H.I. changes, Cada Changes, ETC.
202 - d
Nr= D To A.I✓37• EL5 UI .= 5.4 eT 4-!)7
r
PLEASE SEE REVERSE SIDE OF CROSS SECTION DIAGRAMS AND SKETCHES
PoVERSMECWNTYTFAN9PORlATONOEPNttMEM IOWLEMONST POSTOFHLE60XIONRIVERSIDECA91502
REVISIED: 2021-1-12
NEVISIEO'. 2021-1-12
TIME: AMIPM
li TIME: AMIPM
,l%4x atl
RIVERSIDE COUNTY SURVEYOR
RTK- DATA COLLECTION SHEET
FB: a e � PG:
Ylh8
LOMROLPT.9:
DESCRIPTION:
INST.H.I.: 11,42
COORDS.N.: 2
B . /
LOORD&E.:
3, G
ELEV.
JNGVD 1819
HAW 1980
- LIBRATIONPT.M:
ROD HI
DESCRIPTION:
CHECK IN PT. 9e
DEPARTURE
ELEVATION DIFFERENCE
N.
E.=
N.=
IS.•
CHECK OUT PT.9a
DEPARTURE
ELEVATION DIFFERENCE
N.=
E.=
N.=
E.=
N•
E_
RTK COLLECTED PTRa:
RODHI
DESC IPTION
H.I. then as, Cade Chan a, ETC.
20
W L
gB2o
00lIfAf
7
I
5
UyjS
PLEASE SEE REVERSE SIDE OF CROSS SECTION DIAGRAMSAND SKETCHES
RIVER9IDECWNTYTRANSPORTATI(AV OEPARRNEA'i AWLEMONST POSTOFRLEWX
REVISIED: 2021-1-12
S1Aja
2�12�
Nw 3
/-6fn2o IFe yam,_
PoVERSIpECWNTY TRANSPORTATION DEPARTMENT dOBO LEMON3i POST OFFICE BOX 1090 RIVERSIDE CA 93502
REVISIED: 2021-1-12
T�lix #t,7
RWERSIDECOUNTYSURVEYOR
RTK - DATA COLLECTION SHEET
PROJECT: IC.AMYn R'n SURVEM 6249 FB:
SURVEYPARTY: TA_..li cA TRiNmAT WEATHER: WAPM ul,NhY DATE: 5.9-99
FILE:
ASTPTB: DESC.
CONTEHOL
DESCRIPTION:
e I nC TH 5E MOTES
INST. H.I4, 9
COORDS. N.: 22t905+9-45
cOORDS. E.: 6498533.o6
ELEV. i 4.1
l
JNGVD 1929
1 IMVD1988
CALIBRATION M. h:
ROD HI
DESCRIPTION:
.45
CHECK IN PT. Ib
DEPARTURE
ELEVATION DIFFERENCE
10 I
N.=
O -OZ
0.02
FO -ab
N.=
E.•
N.=
E.
CHECK OUT M. ds
DEPARTURE
ELEVATION DIFFERENCE
OI
N.=
O.OI
E.= 0.03
Fo.c4
N.=
E.=
N-
E=
RTK COLLECTED Pib:
ROD HI
DESCRIPTION (H.I. changes, Code Changes, ETC.)
OO
PLEASE SEE REVERSE SIDE OF CROSS SECTION DAGRAMS AND SKETCHES
RIVERSIDECOONTVTRANSPORTARONDEPARTMENT 4080LERONST PVSTOFFIGEEOX
REVISIED: 2021-1-12
REVISIED: 2021-1-12