fb2258_6661Index #1
Riverside County Survey: Field Book Table of Contents
FIELD BOOK JJ :
2258
SECTION(S)
19
SURVEY#:
6661
TOWNSHIP
6S
WO#:
D30089
RANGE
4W
PLAN #:
973X
CONTROL
Static
PROJECT NAME:
Mackay Dr- Sidewalk Project
Index Number(s)
Item
Index Date
Notvz
1-2
Table of Contends
12/1 24
34
Fad Sheet
12I18/ 024
7-14
Field Notes -GPS Log Sheet
12I162024
FieldNotes - HVP's
Field Notes - HVP Level
Field Notes - Sectional
Field Notes - Traverse
Field Notes Traverse Levels
5-6
Field Notes -Monument Recovery
12I112024
CaIC Notes - Sectional
Calc Notes - Alignment
Calc Notes - Right of Way
Calc Notes - Easement
Control Text Files - HVP's
15-16
Contol Text Files -Traverse
12/IW2024
Contol Text Files - Sectional
17-18
Contol Text Files- Monuments
12I18/024
P:VSURVEYm01 FIELD BOOKS\Table of Contedsi Book TOO MA81TRZaodl
Index #2
RIVERSIDE COUNTY SURVEYOR WDEI 3
PROJECT CONTROL SHEET
PROJECT: MACKAY DR. WIDENING PROJECT SURVEY#: 691 Fill#: 2258
WO#: D30089 TWP: 6S RNG: 4W SEC: 19 RHO: NIA
BASIS OF COORDINATES AND BEARING
E BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6,
RASED LOCALLY ON CONTROL STATIONS "P4740, "MLFP" AND'NOCO", NAD 83 (NSRS 2011) EPOCH 2017.50(CSRS) AS SHOWN
EREON. ALL BEARINGS SHOWN ON THIS MAP ARE GRID. QUOTED BEARINGS AND DISTANCES FROM REFERENCE MAPS OR
DEEDS ARE AS SHOWN PER THAT RECORD REFERENCE, ALL DISTANCES SHOWN ARE GRID DISTANCES UNLESS SPECIFIED
OTHERWISE, GROUND DISTANCES MAYBE OBTAINED BY MULTIPLYING THE GRID DISTANCE BYA COMBINATION FACTOR OF
.00009100. CALCULATIONS ARE MADE AT POINT "100' USING COORDINATES OF: N: 2181633.539, E: 6220972.457, USING AN
LEVATNIN OF 1368.651%
ACCURACYSTATEMENT: THE HORIZONTALANDVERRCAL COORDINATE VALUES FOR THIS SURVEY MEETS THE 2-CENTIMETER
LOCAL AND NETWORK ACCURACY STANDARD AT A 9SPERCENT CONFIDENCE LEVEL.
CSRS STATIONS
SITE ID
PID
DESIGNATION
LATITUDE
LONGITUDE
1 NORTHING(FI)
EASTING n
ELLIP. HT. (M)
P474
lFalltwoo"821)MI
N332118.687662
1 W7171455.249300
1 2074325.263
6256718.258
183.638
MLFP
sur ws4R <st9se
N335506.246577
I W1171904.607968
1 2279468.791
6237607535
473.685E
NOCO
Nmm College
I N335510.944997
I WI 173410.449730
1 2280817.717
6161338.647
187.5107
STATIC CONTROL MONUMENT DESCRIPTIONS
WIN ID
DESCRIPTION NORTHING
EASTING
ELEVATION
100
FD NAIL& TAG (SEE INDEX SHT. 5 AND 6 FOR FULL DESC 2181638539
6220972.457
1368851
101
SET REBARSEE INDEX SHT. 5 AND 6 FOR FULL DESC 21821616
6221451.331
1305.817
200
FDI.P.(SEE INDEX SHT. 5 AND 6 FOR FULL DESC 2787590fi25
6220969.449
1369.383
201
FDI.P.SEE(NDE%SHT.5AND6 FORFULLDESC) 2182176.198
6221412.329
1302,811
202
FDI.P.SEEINDEXSHT.5AND6 FORFULLDESC 2182190A53
6221435.3m
1300.888
203
FDLP. BEEINDE%SHT.SANDB FOR FULL DESC 2181891,401
1 622M72.411
1357.706
CONVERGENCE ANGLE
AND GRID FACTOR
POINT NO.
NORTHING
1 EASTING
CONVERGENCE ANG.
COMBINATION FACTOR
ELEVATION
100
1 2181633.539
1 6220972457
I -0°38'S4.6845"
Low KING
1 136IL651
BASIS OF ELEVATIONS
LIEVATIONS FQRTHIl PROJECT ARE SUED ON: NAVD88(DERIVED COHN; CA PRC BB90-8902), CONSTRAINING TO CSRS
ATION "MLFP' WITH AN ELEVATION OF 1,661.97- (NSRS 2011) EPOCH M17.50 (CSRSL
0CWRK INFO
NAL LA VIO
qo SL
'vy �,ONARp 9G
a 3 m
ND * -30-2 Exp.930-24
9 OF CAL1F0�
AVE: MLFP
ID: DH7093
LEVATION: 1,681.BT
OTE: The od meft height was delWmined by d01emn8al leveling and
justed by the NATIONAL GEODETIC SURVEY
n January 2006.
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, 408OLEMONST P.O. BOX 1090 RIVERSIDE CA 92502
ndex a n
PAGE INTENTIONALLY LEFT BLANK
P:\SURVEV\001 FIELD BOOKS\Table of Contents\FB 2203\Field Book TOC_MASTER2.1.xlsx
NOTESFOR: (4 COKTpiN S' C
w0 M
INDEX j
FBN: 726j( PS: �pp�
_ I N53°3N 551d 514.34°� sl _tarn
c I25 2S PER PM 133 /33'4Y N 7a11
V
UNIO14 A>iS - 40
=_ �i NO2191N. 1qS �
� e (e221y12.32q ��
ML— V3'6Z. Bll
w N='11010 D.K3 d
a �' 17111435.'SDC
n &� 13D0.881N
M �N
m i
(r FP nL W fQN, IO TRML>"
TPS, w, Top COX&
LA
W n
N
® Iv
M
2 2
iwnw A4e
(N 53°31'52'wl 1/9164'�R�e133/43%f�
w
s
;I:ag4
lsl,3N1
i
yo �~
eo, �P•\5.
6"Nic,H
c11MN�1
u rlk
p -FiNCt
�ArP DN 0= N= 216�5 I�O.lNiS
e= u2'tpgUH.gVB
Eur I$Ntq.N93
KIVCKWEGVVNIIIR/INSPMRI9INNOEPARlMEW 400 LEMON ST POST OFFICE BOX 10"RIVERSIDE CA.
Pevl d..a/]3/lox]
s
tl
J
aco _ FD 1' Iy 09p-lYQ(j_Qz A5 SNgNN ad CR. UAW-0030 _
Lal PD l•'Ip v �61_ew lu1ze .'�'•t� �N 0�I" u� su 4F I' w
14'S'(S FER_pr i33/33
of _`D t� w�,ua:cajai "�53698" D.u��.l_Pg$__ 133 333
�7_W Woab GA/_0,9
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT 4080 LEMON ST POST OFFICE BOX 1090 RIVERSIDE CA. 9150
Re.Ree. </�eRexz
x n o"7
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT /
SURVEY DIVISION
GPS Station Observation Log
Sheet
protect None: Irate LKki
U. T0�0
dulianoay:D� S;rveyoate: 2 7
W W; U-MD"I FEE: Z-Z56 Survey No: EtC04/
Survey Party: Lt rSs �RP.edh
Two:bS Rg: 1 W—Sec: lA} Rno:
Receiver Serial No: 1366— 10630
Survey Unit Na:
Receiver Model No:
Hl Anterna Serial No:
Session No:
B Char. 10: 200
Start Titre: 12'.0
Ella Tim: 12 E 12
Slant Haight Neaeurelmnt
Feet of
S,9ly� I'EM Vein
Session No: S
BChar. 10:2m3
Start Tine: 1'.40
Eon Tim: 1151
SIT1 Height Measureisent
Feet Meter
5�/I_wel' Lam Moot
Cmle Length: ton _30m_
Average:
Cable Leath: l0n_30h_
Average:
Oe9c�lpti Fj I S9
1eR fl � j�
iru V flael:
ReNA �u e.2`
DesariDtian: �1 /� r
TruK vertlal:e
wI NA'L
Du t (�{ MIR:#.v
AMCL4
Slant HaightNeasurenent
Slant Haight Measurement
1
` Session No:
e 10: 0
Feet Meter
lrEM VtI�'
Session No:
B Claart
Fast Meter
artCher.T
Start aims: I
T m:
time:
End Tine: 7
EM Timt
EMT
Coble Length! 1M-30m_
DescrlDtio 9/A�Re �M.0
Average:
True vertical:
21 115 iM [a uS'
Cable LenOM: I0m_30m_
Description:.
Average:
True vertical:
FsF
/no W.a
��q x
'nN AdG
Slant Height Measurement
Slant Height Measurement
Session NO: 3
0 onsr. ID: 2 e 1
Feet Wtr
5.71 steer 1.6m
Session No:
B Char. 10:
Feet Meter
Start Title: 12ii'.
�
lm Start Ti:
End Tim: a
Ertl Tine:
Conte Leith: IM-30m_Average:
Description: 11 Z? 4r�Ye11eV
))At n.�'!ds MdAkdN
True Vrtiwl:
0/
aAr .l
Cable Length: 1pn_30m_
-
Description!
Average:
Trw Vertical:
Slant Height IleoWement
Slant Height Meoermmnt
Session No: y
B Char. I0: 4n2
Start Tim: J—
End Tim: 1 : 9
Feet Mete-
C 91 mMr if 15^ve�
Session No:
B char. lo:
Start Time:
End Tim:
Feet Meter
Cable Length: 10730111
!J
0escri Dtlon: 11 �T
A" ��
Average:
Tru ve timl:
ck 2 E5
d 1 a
Cable Length: 10n_30n_
gmaration:
Average:
True vertical:
Iu Dyy lY S
8 C . I8:
Sessim No:
Cements:
Start Time:
End Tine:
8 Cmr. Ie:
Session No:
Coments:
Start Tire:
EM Tine:
8 Ron. In:
Sessim NO:
Contents:
Start Iime:
End Titre:
8 Claw. I8:
Session No:
Continents:
Start hire:
EM Tim:
8 C/:w. I8:
Sessim NO:
Cements:
Stwt Tine:
EM TIM:
8 Saw. ID:
Session N¢
Cements:
Stan rare:
Eno Tirr: _
a Ctv. 18:
SOsaim No:
foments:
start Tine:
End Tine:
8 Einar, In:
Sessim No:
Cements:
start Iine:
End Tina:
:
li:GPS
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
Station Observation Log Sheet
Project Mare: ilwkAy DR. Folb Jul ion Dsy: 038 Survey Date: 2/7/23
NO No: 3-000cl FB: Z L/� Survey Not &Np T:1L Rg:'1W Sac:([Rha:
Survey Party: AlCZ,AAl I1 Receiver Serial No:
Survey Unit No: Receiver Nadel No: RTPCR ['R� Mtalllo Serial No:
Ib:
10:
TeY
lant Height Measurement
' Feet Meter
0 4;43 u
I I_v)
1Cn_30m_ AVaoye:
TrW verlic I:_�
FD AWL W/"Rd rd T??UZ �'
fuRH PLh dL am.y MMR:e1FtFSl
Session 1b:
8 Chao 10:Tin:
Start Tim %ice: End Time:Length:
C0510 Length:
Deecri prim:.
Slat Height MeoWesent
Fee Meta.
l0m_Jpn_ Average:
True Portlwl:iptim:
F
Seas lm W:
B Mar. ID:
Start Tire:ine:
EM Tine:
Cable Lenal
Description:
Slant Height Wasmerenton
Fast Wier
laid-3Dn_ Averaq:
Trm Vertical:ipilm:
art Height Wasur meet
No: Fast Meta
r. Ili:
Tins' �_
�
Length: 1pn_3p Average:
True Vertical:
AL
Session Ho:
8 Chat. IDt
Start Tiro:
End Tim:
Cable Length:
Costar iDtim:
Slant Wight WaSurment
Feet Wier
1W-30m_ Average:
True Ve Baal:
Session No:
8 Char. 10:
Start Tine:
End Titre:
Cable Length;
Description:
Slant Height Watranent
Fast Meter
lam_IDo_ Average:
True Vertical:
Session No:
8 Char. ID:
Start Tine:
End Titre:
Cable Length:
Desariptim:
Slant Height MeWinrent
Feet Meter
10m_30m_ Average:
True Vertical:
Session Had
8 Char. ID:
Start Tire:
EM Tine:
Cable Lenath:
Description:
Lana Height Measument
Fast NHer
Ipn_30m_ Average:
True Vertical:
e Char. IT:
Session 110:
foments:
Start time:
End Tim!
a CMr. ID:
Sea&ian No:
Convents:
Stort Tim:
End Tim:
8 CMr. ID:
SessionNo:
Cm:ents:
Start Line:
EM Tim:
8 Chair. ID:
SessionM:
Coments:
Start TIM:
End Tim:
e CTwr. IT:
Session No:
Contents:
Start Time:
End Tim:
8 Char. ID:
Session W:
Cmnents:
Start lima:
End Tim:
8 Char. ID:
Sass i an No:
Camends:
Start Tine:
End Tiny:
8 Char. ID:
Session No:
Commis:
Start Tine:
Ed Tim;
RIVERSIDE COUNTY TRANSPORTATION DEPARTIENT / SURVEY DIVISION
CPS Station Observation Lou Sheet
Project None: nsl '" �'V��CWMite Jul ion Day:�survey Date: 11z4{Z3
NO No: 123-LbA4 FEE: YY��lag Sarvey No:(04cC01 Tw: -�L Rg: N�dh Sec:41' Rho;
Survey Party: 6A5(Ar:F9P Ia416 Receiver Serial No: 13CM-0134
Survey Unit No: Receiver Yodel No: Antenna Serial No:- i
Simi Height :Nos•✓NRat
Session No: 1 Feet Meter
B Char. lo: �2f2SJ
Start Tine:
End Tine: P. :13 1 _
Coble Length: 1pa_30m_ Average:
True
Vertical:
Description: Fh 1 IP ow�1Y� 0-
ya l� O ¢ E 14'15"75" t
17M ICJ. fli W
Session No:
B Char. to:
Start Tine:
End Tine:
Cable Length:
Description:
Simi Height IMmuremTl
Feet Meter
—
10m_30m_ Average:
True Vertical:
Session No:
e Char. ID:
Start Tmn
End Tine:
Cablelegth:
Description:
iiiiiiisli
Simi Height Neae:remnt
feet Meter
10m_30e_ Average:
True Vertical:
Session No:
B Char, ID:
Start Tine:
End Thee:
Cable Length:
Description:
Slant Height Wasurment
Feet Meter
IQn _30n1_ AVerage:
True vertical:
Simi Height Mea&rment
Sesair. No; CA
Feet IMl��tter
B Char. : 2L71
Start 1'
End Tine: �9
Tim:
Cable Length; 10n _30m_
Average:
iru Vertic0l:
oeaylPt�m: � t�IP
vy/YtztcN.� fh4[GE
Session No:
B Char. 10:
Start Tilm:
End Tim::
Labia Length:
Description:
IOm_30m_
Slant Height Measurement
Feet lister
Average:
True Vertical:
Session No:
B Char. ID:
start Tine:
End Time:
Cable Length:
Description:
IOm _3Om_
Slant Height Meas:renart
Feet Meter
—
Average:
True Vertical:
Session No:
e Char. 10:
Start Tine:
End Time:
Cable Length:
Description:
10m_IDm_
Simi Height WOSWOl t
Feet sister
—
—
Average:
True Vert; ca l:
t4vbev t/X
e Chor. ID:
Session No:
foments:
-Start lure:
End Tlae:
a char. 10:
SesSiM NO:
COmeoty
start Time:
End Tim;
e Char. 10:
Session Noo
foments:
Start tine:
End Tine:
a Char. ID:
session No:
Commis:
Start Tina:
End Ting:
e char. IN:
Session NO: _
Cmrttnts:
Start Tine:
End Titre:
a Char. 1Di
Session No:
comenls:
Start Titre:
End Titre:
6 Char. le:
Session No:
Caments:
Start T'i net
Ena Tim:
B Char. 10:
Session No:
foments:
start Tine:
End Tim:_
pp
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT / SURVEY DIVISION
GPS Station Observation Log Sheet
Project Nara: rAASK'w DR JulionDay: 071 Survey pate: T 1Z¢h3
MO No: {3-0089 FB: T1613 Sol No: /o06tl TW: 65 Fig: 4 "e Sec: (+Rho:
Survey Party: cnk AHCr* (d"Is Receiver Serial NO: 1W 1063(0
Sarvey Ilnit No: Receiver Madel No: Antema Serial No:
Slant Height Measurerent
No: Feet Meter
: gw I.9m%
: I:IL
I'Vab
th: l0n_30s_ Average:
due Vertical:
: FT7 NL 1nJ RN.CO.IPN.(S 1YG�
GRYCAS
FF
Slant Height Wasrement
Seee ion No: Z Feet Miller
8 Char. 10: L<)I �_
Start Tills:
End Tine: Y:
Cable Length: 10m_30m_ Average:
��irru�q Vertica
pKcription4' 3 �� Y W '¢rV. CA
CO¢NE¢
Oozr tl N GF
GNIL F+F/MLC�
IL e, 171
LS EIEar At R)a6
Session No:
8 Char. ID:
Start Tim:_
End Titre:
Cable Length:
Description:
Slat Height Measvmrent
Feet Meter
1Cm_30a_ Average:
True Vertical:
Session No:
9 Char. ID:
Start Tine:
End Tire:_
Coule Length:
Description:
Slant HeiQrt MeaWesent
Feet Meter
IOm_30m_ Average:
Trte Vaticol:
Session No:
8 Char. ID:
Start Time:
End Tina:
Cable Length:
Desoripii On:
Slant Height Meaeresent
Feet Meter
10e-3an_ Average:
True Vertical:
Sell N0:
8 Char, 10:
Start Tine:
Erg Tine:
Cable Length:
Desari Dti0m
Slant Height WaWenent
Feet Meter
I0m_30n_ Average:
True VwtTcol:
Session No:
8 Chor. 10:
Start Titre:
Erik titre:
Cable Length:
Description:
Slant Height NecWBKnt
Test Meter
10m_IDm_ Average:
Truss Vertical:
Sau l ono:
8 Char. ID:
Start Tin:
EM Tire:
CIEIe Length;
Description!
Slant Height MCOeurellent
Feet Metar
Ipn_30.m_ Average:
Trte Verticals
e Clmr. 1D:
$esslw No:
Coments:
Art Tine:
End Tire;
8 Char. ID:
Sessim No:
foments:
Start lime:
EM lime:
8 Char. ID:
Sessiat No:
Coments:
Siort Tim:
EM Tine:
8 Clear. ID:
Session No:
Convents:
Stdrf Tise:
EM Tim:
8 (NIndr. )D:
Sessiml No:
Commis:
Start Ties:
EM line:
8 Mar. lD:
Session No:
Commnts!
Start Tim!
EM Tice:
8 Char. ID:
Session No:
constants:
Start lire:
EM Time:
8 Char. ID:
Seas ion No:
Convents:
Start Tine:
:no Tine:
FB 2258
SURV 6661
INDEX k 15
100,2181633.539,6220972.457,1368.651,NTAG,"RIV CO TRANS" STATIC
101,2182151.694,6221451.331,1305.817,REBAR,3/8" REBAR DN 0.5' WITH RIVCO TRANS CAP
STATIC
FB 2258
SURV 6661
INDEX N 16
PAGE INTENTIONALLY LEFT BLANK
FB 2258
SURV 6661
INDEX # 17
200,2181590.625,6220969.449,1369.383,IP,OPEN ON 0.2 STATIC
201,2182176.198,6221412.329,1302.811,IP,IP WITH PP ILLEG DIN 0.2 STATIC
202,2182190.153,6221435.308,1300.886,IP,IP WITH N & TAG LS3698 ON 1.1 STATIC
263,2181891.401,6220572.411,1357.706,IP,IP WITH NAIL SHAFT IN WOOD NO TAG ON 0.3
STATIC
FB 2258
SURV 6661
INDEX # 18
PAGE INTENTIONALLY LEFT BLANK