fb2250_6620�2
Index Nl
Riverside County Survey: Field Book Table of Contents
FIELD BOOK#:
2250
SECrION)S)
26,27,28
SURVEY#:
6620
TOWNSHIP
35
WO #:
B5-0479, DO -0090
RANGE
5W
PLAN #:
CONTROL
STATIC
PROJECT NAME:
Mockingbird Canyon -Van Buren Blvd
Index Number(s)
Item
Index Date
Notes
1-2
Table of Contents
34
Fact Sheet
Held Notes - CPS Log Sheet
pending lnxiabamnotd'gilal /hard coo,
Feld Noted -NVies
pending rNafixation of cleft,/hardcopy
Held Not" -Fine LIVPI
pending raveiaaopn of digeal/hard mw
Held Not"- Sectional
pending Aftialiaatlon of duffel/hard mw
Field Notes - Traverse
pending-nomin don of usual/ham cow
Held Notes -Traverse Levels
pending installation of dlgM1tl/hard row
5-22
Field Notes- Monument Recover
12/16/20
Calc Notes - Sectional
pending ninalarmon of digeal/hand copy
Calc Notes -Alignment
pending witialiaation of digital/ham mw
Calc Not" - Right of Way
pending imralization of dtgRal/had copy
Calc Notes - Easement
pending imtlaliaatlon of cruel / hard copy
Cantel- HVP's
pending office completion
Contol-Traverse
pending office completion
Conal - Sectional
pending office completlon
Centel -Monuments
pending office completion
P:\SURVEY\FIELD BOOKS\Table of Contents\FB 2250\Field Book TOC _2250-662085.0479 MOCKINGBIRD CANYON
Indcx N2
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PASURVEY\FIELD BOOKS\Table of Contents\FB 2250\Field Book 70[_2250-6620 B5-0079 MOCKINGBIRD CANYON
I�
RIVERSIDE COUNTY SURVEYOR
INDEX9 3
PROJECT CONTROL SHEET
PROJECT: MOCKINGBIRD CANYON -VAN BUREN SURVEY P. 662D F8 N: 2250
WO #: B541479 TAP: 3S RNG: SW SEC: 2627&28 RHO: NIA
BASIS OF COORDI D R NGS
THE COORDINATESAND BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM OF 1963,
CCS83ZONE O, (EPOCH 2010.00) IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE SECTIONS BA01-BB19;
SND COORDINATES AND BEARINGS ARE BASED LOCALLY UPON FIELD -OBSERVED TIES TO THE FOLLOWING CALIFORNIA
SPATIAL REFERENCE NETWORK LET STATIONS
REFERENCE CSRC STATION
STATION ID SITE NAME LATITUDELONGITUDE NORTHING EASTING HEIGHT(M)
MLFP WVBISide 33.55'08.24124" 117°79'04SU19P 2279468.247 6237865037 473.745
PEGF Ems M15V 8.6NIll 117"10'55.47229' 1 2248987.101 6276618.644 428.876
MJPK I Santa Ana Mountains 1 33°4252.12203' 1 117'33'01.64638 I 2206067.2117 1 6166205048 1528.817
CNPP I Corona I 33°51'27A6435' 1 117°36'32.06281° 1 2258MZD32 1 6149110.93 301
COMIN"KYOPEMTINGREFERENCESTAPON'SIC.O.R.S NEIWORKACCUPACY•APMMHES7 VAT7HE96MCONFORICEIEVEL
CONVERGENCE ANGLE AND GRID FACTOR
POINT NO.
NORTHING 1 EASTING CONVERGENCE ANGLE 1 COMSINATIONFACTOR ELEVATION
HVP7
1 220=695 1 6216234.174 li 4)°3791.2373" 1 1.000054047254 1 1197.96
CONTROL MONUMENT DESCRIPTIONS
MON ID
DESCRIPTION
NORTHING
EASTING
ELEVATION
SET MIG AND•RIV OO TRANS' WASHER WITH PAINTED TARGET RUSH INAC;28.5
HVP7
ALONG NE' LY PROLONGATION OF SE' LY BRIDGE DECK CRI FENCE
2202737695
6216234.174
1197.96
PE NINGTON DRIVE, IN CL INT PENN ROTOR PLACE AND LIN DINA OR
SET MAG 8'RI V CO TRANS WASHER AND PAINTED TaT FL IN AC IN SN SHOULDER
OF MOCKINGBIRD CANYON RD,4 950 RELY OF CLIA OF VAN BUREN AND
HVP17
MOCKINGBIRD CYN; AT MOC 40F REST CURVE CONCAVE SNLY, 6 - SMY OF
2266519.998
621155665
1067.01
SWLY FOG UNE
SET 343- REM WI -RN CO TRANS PUS CAP AND CLOTH TOT PLAIN IN DIRT, 5'
NLY OF SlV TOP OF SLOPE, LOT 21 OF MB 42619362; BE COR OF INTER OF CRESTA
III
VERDE OR AND GALLERY HEIGHTS OR, HNALY INT OF 21M.S1
2266098.652
6217954.586
1435.16
NOTE: ALL
COORDINATES AND DISTANCES SHOWN UNLESS OTHERWISE NOTED
ARE IN TERMS
OF THE U. 5.'SURVEY
FOOT. AS USED
IN THE TABLES ABOVE ELEVATION REFERS TO THE CALIFORNIA
ORTHOMMIC
HEIGHT COH8B OR
EQUIVALENT
OF THE POINT WHERE THE MAPPING ANGLE AND COMBINATION FACTOR
WERE CALCUALTED
IN TERMS OF
NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD081 AND HEIGHT REFERS
TO THE VERTICAL
VALUE OF THE
CALIFORNIA
GEODETIC COORDINATE OREQUIVALENT ELLIPSOID HEIGHT USED
TO CALCULATE THE
COMBINATION
FACTOR. IN
THE EVENT THE CALCULATIONS ARE NOT PERFORMED ATA °REAL°
POINT IN THE SURVEY
THERE MAYBE NO
STATION OF
ELEVATION TO LIST.
DISTANCES
SHOWN HEREON OR INVERSED FROM COORDINATES SHOWN HEREON ME IN REFERENCE TO CGS83
PLYING FAST -STATIC PROCEDURES, CONSTRANING TO THE ABOVE -LISTED C.S.RN., OR EQUIVALENT, STATIONS,
PRIMARY PROJECT CONTROL RESULTED IN RESIDUAL ERRORS RANGING FROM: 0.01-0.05' HORIZONTALLY, AT THE
5% CONFIDENCE LEVEL ACHIEVING: 2 -CM NETWORKACCURACY.
MENTAL PROJECT CONTROL APPLYING REAL-TIME KINEMATIC RT Kj TPCHNlQ&&j&WapL�
BASIS OF ELEVATIONS
ELEVATIONS FCR THIS PROJECT ARE BASED ON: NORTH AMERICAN VERTICAL DATUM
OF 1988 NAVO88
BENCHMARK NGS444 PIO:OX5453
NAL LANG
ELEVATION 118OM% PER NGS DATA SHEET.
ESCRIBEO BY AETROWATER CISTR SO. CALIFORNIA 1992 LAKE MATHEWSAREA, Ob MILE R.0 KMI
OMANESTALONG EL OBRANTE AD FROM TIEINTEREECTON WITH CAJALCO 0 TO A DIRT READ ON THE
LNV� G9�
EST SIDE OF EL SOBRNRE RD, ENTRANCE TO MYROSC PATROL ROAD NORTHEAST SIDE OF JAKE MATHEWS
4yj5�0\AD
�PCr-
aF
LBO ENTRANCE TOWESTERN NUNICIPAL WATER DISTRICT FILTRATION PUH, 140 FT 1427 MI SOIITN OF EL
a FA 90.8502+-0 y
ORMTE AND I'P FEET P0.7 NJ WEST OF MADRID PATRCL SEE AN a FOOT PA MI DIAMETER GRANITE
WIDER3 FEET (DS A9 MERE GROLN0 WRH A STANDARD MWOSC PA INCH ALUMINUM DISK SET IN
* EXp.12-31-19
IERCFECULOER,
�OECAL\W
PROJECT CONTROL STATION ELEVATIONS DERIVED BY DIFFERENTIAL LEVELING
(SINGLE -WIRE OBSERVATIONI ACHIEVING THIRD ORDER VERTICAL ACCURACY.
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, 4080LEMONST, P.O. BOX 1090 RIVERSIDE CA 92502
RIVERSIDE COUNTY SURVEYOR
PAGE INTENTIONALLY LEFT BLANK
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, 40SOLEMONST, P.O.SOX7090R/VERSIDECA92502
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RIVERSIDE
RIVERSIDE COUNTY SURVEYOR INDEX# D
NOTES FOR: //1j 4/0 ME1/Y kr4p 1 E%
PROJECT: E/TOLKl/V 91Rfl P.Ir /BURVEYW: FBk P0: \06N
wo a: gS- 05'75 TWP:IRNG:-AL111- BEC: NO:
BURV PARTY: B&pD, 4A gAV 4,WARJl COMBO FACTOR: DATE: B-/8 - Zo
Ws W:1/11019
MWA&OECOWRYTMSPORTATIONMPA MENT 40OLEMON3T PoSTOFFlGE 9O%1990WVeNsot ca vewx
6
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RIVERSIDE COUNTY SURVEYOR
40SOLEMWST
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9511. M
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(\� PROJECT.
RIVERSIDE COUNTY SURVEYOR L OMCe I1eEOnly
COLLECTION SHEET - cNd By:
FILE: STATIONING: TO:
PG:IOVN
40WLEMONST POST OFFICE BOX IWO RIVERSIDE CA. 92503
-LS
OPS CONTROL PT. N: Nwq s 1OESCRIPTION:.3/g"
Oj"y C>. co '4.\g+.c 9L¢
INST. H.I.: \.3m s.goss'I AOL
COORDS. N.: 7�S�o'�3 .3L\o
E. Z\9 (x0.5640 ELEV.I'd\,3-10
Li NGVD 1929 ® NAV) 1988
CALIBRATION PT. Ne:
ROD HI
DESCRIPTION:
\90 8'90cV
BEGIN CHECK PT.N
DEPARTURE
JELELVATION DIFFERENCE
\wv -AV La. c. A
N = 0.04
pz, Ew-v ;F n .Ob NO t.E`�c.•5'
INTERMEDIATE CHECKPT.Ne
DEPARTURE
ELEVATION DIFFERENCE
NORMALRODH.L:
FIRSTPT#.
JDESCRIPTION: D 1"IR W Z'xo zw66
LAST PTM
DESCRIPTION: PD \ Sf -iFb
COLLECTED PT1b:
ROD HI
DESCRIPTION:
Zoa •u�
S.RA6
1° +P 14t ";u 7
Tao 3
ea "inb 2t xjr ,
`u9nO�
Z.�lPo
N
W TPb +486 k\
iM T.S
h v})n01 IAO -PV
�aN Ufl�R of RPSTw 4Lt](
END CHECK PT.q
1DEPARTURE
1ELEVATON DIFFERENCE
40WLEMONST POST OFFICE BOX IWO RIVERSIDE CA. 92503
-LS
INv,7x R
F.
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RIVERSIDE COUNTY SURVEYOR INDEJcp 0
NOTES FOR: 5`Du Sta {1{lOel�nc��RA GAN 20
PROJECT: -� SURVEY#.B
F#: PG: OP
WO #: 1I5 -40A -79W: 34 RNG:S• SEC:3_5 RHO:
SURVPARTY: 1� "¢weftWWn1 COMBO FACTOR: DATE: 7 -L9 -2v
DGN NAME: ' ALG/ FWD NAME:
' RIVERSIOECWNIY'1RANSPoRFADONOEPARfNQ? <OSOLENONSi
Revised: 1/n/mv
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Revised: 1/n/mv
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RIVERSIDE COUNTY SURVEYOR
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Revised: 1/17/ID39
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RIVERSIDE COUNTY SURVEYOR
COLLECTION SHEET
IrpeE 11
WK -'ONes Use.OnW,-'-
Ckd
f J F9e PG�V eP
RIVERSIDECOUNTY
4V6QUWOM31 FU]I UMnow MU rtrvZiWE qn: WAUU&
STATIC CONTROL PT. W: \> Q
cb DESCRIPTION:
FD TW I.tt, t1\J Cp ftp>tc W1M 8 I7+
X : 1?4ki4TP ENTw�WI..+ S'Ot
NST.H.L: \,8 OS
o ¢ t1_p,
COORDS. N.: 2'L(ol(o(04 0-++
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❑ NOVO 1929 NAVD1988
CALIBRATION PT. Bs:
1 ROD HI
DESCRIPTION:
CHECKPT.#s
DEPARTURE
ELEVATION DIFFERENCE
-poo;
t5= -ooh". Fo 17
TaSZw' \OS
Ne-p•o
--R1
UK COLLECTED Ms:
RODHI
DESCRIPTION: Ilr_ M9 OSF
ZCOZ:b, � \o -x4
tPD S,Z o mooSS C�S S q P .+yov.nh�
Wt 3,1"'
"5
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1 44-
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CHECK PT. 9sDEPARTURE
ELEVATION DIFFERENCE
FLO 9
N�OJS
r DA
RIVERSIDECOUNTY
4V6QUWOM31 FU]I UMnow MU rtrvZiWE qn: WAUU&
iti7 x iz
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RIVERS�DE CO-U�NTY SURVEYOR INDEX# 0
NOTESFOR ��puR,`R'P.'Y \pip) rW,\<K@D
PROJECT:-W\D ..a\jND.p ('�/A/ SURVEY#: FSk PG: \OP \
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RIVERSIDE COUNTY SURVEYOR
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NOTESFOR: N�OPwee�Q a� D3w O mj 153T�e1+P+-)
{-1 PMECT: Pno-lU+�ihwa �w SURVEYS FBS PG: Zop Zo
_ WOp: Qf5_04jq TWP:' S RHO: Sof SEC:j$ 3 ry RHO:
`SURVPARTY: �+�\ 12en+n WtCOMBOFACTOR: BATE:
� Q_f-f.yp
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RIVERSIDE COUNTY SURVEYOR
4080 LEMON ST ➢CBTO CEBOX 1090R RBLOEC492502
Re,, e ; ]Al/ID19
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COLLECTION SHEET CW B .
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PROJECT: Yrd ��s b� C N TY' D" (IC CtN6M/ J FB: PG' 1-oc z
in
RINERSMECOUNTVTRANSPORTATIONOEPAHTMENT 4090UMONST VWl UPMUL OVA MOO ml ckSWE CA '2502
STATIC CONTROL PT.C:
\WP 43 DESCRIPTION:
FO ' t Nl. W
TLQ c.o-% AmA VJ Ft s sk,
INST.H.I.:
COORDS.N.: ZZ
.1 to A.D�t3
E. 6ZI 40Is3l, 6619 ELEV.136$76
❑ NGVD 1929 ® NAVD19BB
CALIBRATION PT. Cs:
RODHI
DESCRIPTION:
CHECK PT. Cs
DEPARTURE
ELEVATION DIFFERENCE
O.24
RTK COLLECTED PTCs:
ROD HI
DESCRIPTION:
O
S.AS
I'" I-
L C OS- 0
00
'IS 6
R a Lu OI31
Zbb 3Z
iL5 .S�7
To 2CBt<
CHECK PT. Cs
DEPARTURE
ELEVATION DIFFERENCE
RINERSMECOUNTVTRANSPORTATIONOEPAHTMENT 4090UMONST VWl UPMUL OVA MOO ml ckSWE CA '2502
THIS PAGE LEFT
INTENTIONALLY BLANK �'
h
RIVERSIDE COUNTY SURVEYOR
COLLECTION SHEET
NM C Y "
RTK -Office Use onw'"'
CNd B9:
NNERSIDE COUNTY IIWNSPONTAVON DEPARTMENT 9 Q MQM sl YVSI
STATIC CONTROL PT.p: WV9
v?( DESCRIPTION:
fJ?k Na. PIPJ
VLsA
bra %rte vz
INST. H.I.:
COORDS.N.: 2ZC+50a
.5(aSo
E. Gy12A31 S5'Oa
ELEV. logs.0$
❑ NGVD 1929 NAV01988
CALIBRATION PT. Ms:
ROD HI
DESCRIPTION:
CHECK PT. Is
1DEEARTHIE
ELEVATION DIFFERENCE
HVP \l
-e.oR
E O.Oi.
C>, o
RIK COLLECTED Ms:
ROD HI
DESCRIPTION:
2rN33 *°1019
PD A AW W000 'Ve T
2oo3R 10$v
F9 I"SO W 'TPb
L$ FWb`.a
I
i
CHECKPT-ft
IDEPARTURE
ELEVATION DIFFERENCE
\I
N==f7.OQ- V,=-O.QQ
I C.I'o0.62
NNERSIDE COUNTY IIWNSPONTAVON DEPARTMENT 9 Q MQM sl YVSI
IQvck 2z
THIS PAGE LEFT
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