HomeMy WebLinkAboutT23N_R1E_34-002CORNER RECORD
City of Chico
Brief Legal Description
Document Number 34-2
County of Butte
, California
CORNER TYPE COORDINATES(Optional)
N. 15224.47 Note: Chico Municipal
Government Comer 0 Control ® E. 11265.04 Airport Coordinates.
34 Meander ❑ Property ❑ Zone NAD27 ❑ NAD83 ❑
Rancho ❑ Other ❑ NAD83 Epoch
Elevation 242.20 (USGS)
T.23 N., R.1 E. Date of Survey November, 2016 Vert. Datum: NGVD29 0 NAV88 ❑
Meas. Units: Metric ❑ imperial
Corner - Left as found ❑ Found and tagged 0 Established l Reestablished ❑ Rebuilt
Identification and type of comer found: Evidence used to identify or procedure used to establish or reestablish the comer.
Monument established from the Chico Municipal Airport Reconstruction of Apron - Phase 3
improvement plans sheet B3 (A.I.P. No. 3-06-0041 Project No.MAJGC/12027-000-4150 on file at
the City of Chico). Existing control from these plans was used to establish verticaland horizontal
location and elevation.
A description of the physical condition of the monument as found and as set or reset: Set Brass Cap Stamped LS 8754
(see Chico Municipal Airport Reconstruction of Apron - Phase 3 improvement plans sheet B3 for
survey monument detail).
SURVEYOR'S STATEMENT
This Comer Record was prepared by me or under my direction in conformance with
the Land Sury Ps on a uary 2017
Sign P.L.S. or R.C.E. Number 8754
COUNTY SURVEYOR'S STATEMENT
+ti
This Corner Record was received Soh J4, x 9 2017 and examined
and filed nV4Y 30
Signed P.L`.S. or R.C.E. Number f�f�d
Title
County Surveyor's Comment
J.
No. 8754 r'
"f0F
e0RPELS - 1297 Page.1 of 2
34-2
VERIFY SCALES
BAR IS ONE INCH ON
m ®"� I I I ORIGINAL DRAWING.
IF NOT ONE II INCH ON I LEGEND: THIS SHEET, ADJUST
i I GRID NORTH SCALES ACCORDINGLY.
SCALE: 1' - 300' - - - -
ETOSANG AIRPORT FACILITIES
------------1-----------------------------------------------------��-�-+HAUL ROAD
I I
\ 1\\11 141\hn ; IE; CIS X200.0001 AIRPORT GRID COORDINATES
\11 1 \\4U1\ lt1
I I ------- MATCH LINE
SLY �ay CONTROL POINT AND ID NUMBER
xxxxxxxxx
HIGHWAY 99 ��-_-_x�_` __\.
Ii 1- - - - - - - --- -- ---- =--=_-- -- - - -- --� 1. BASIS OF VERTICAL CONTROL SHALL BE USGS MONUMENT.
/ I[______________-.0 - - - - - - - - - - - - - - - - - - - - - - " - 2. BASIS OF HORIZONTAL CONTROL SHALLBE USGS MONUMENT AND R-1
II I 3 / NOON L POINTS 3TS 358 36
SHOWN. CAN BE REMOVED. CONTRACTOR SHALL INSTALL '/
ff
CHICO MUNICIPAL
AIRPORT 1 f 1 ii III ; ;
a r ifi IlII III III _ �_�
ciiiii
� ii Ili H-
____J��---------------_B----------��--_-- ------
-RUNWAY
—I----------gyp —-------------------- usccs
-=-
24g — — P %+
( ---J\�—_ _ _—J�L--" • _-x— �I�-_—_�
/
II \ L _ _ _ APRON TAXIWAY
II I�n\
III I . I I I
J;9
�� 3111 ilk I I III II �, •3t
QIII II► II , I un n -6 46 46
TVOR F -I I II I I 1 II 1 1 III I
/ III III I I III III II II III II a L%l �., ® ® 1
\\\ --1► III I g II
\\ LIBERATOR STREET Tt I Af it
III Im jLJLJ
I
MARKER DISK TO BE ,_ _
FURNISHED BY THE STATE 1' CHAMFER \\ � �\
o� -J
UNDISTURBED GROUND
4 }4'?x34' REHAB .,�::: . 4"x4'x4.0' WHITE GUARD
` •. POST EMBEDED 12" IN
r ` - 2' GROUND SURVEY MONUMENT DETAL NOTES
•, & , • I. MONUMENT 70 BE x/STAl1ID BY A D(FItSED LAND
° - S RVEYOR PRIOR TO THE MSTALLATI 4 OF THE AWOS,
- - ;• 2. THE SURVEYOR SHALL FUWNSH TWO CONES OF RS
CLASS ACONCRETE -i' - •� / \ MARKER DISK TO BE FURNISHED STAMPED AND SIDED NOTES aa1UIING THE
BY THE SURVEYOR. ELEVATION AND LOCATION OF TIE MARKERS TO THE
e , •• 4 1 DISK TO BE STAMPED BY ENGVEER-
I I SURVEYOR
70' DIAMETER MINIMUM
\ /(ALTERNATIVEMONUMENT MAY BE EITHER
SQUARE OR ROUND.
1' CHAMFER
SURVEY MONUMENT DETAIL
NO SCALE
III lii III III III I
III 11� Iii I
III III III I-
II, III IUD II
III III IIIc I Iz
m I z
III I'I �I I Ic
Im
2AUDER STREET _ iI
CONTROL POINTS
TH
EAST
ELEV.
DESCRIPTION
.487
10431.936
215.58
CP
t
.084
10429.937
236.64
CP600
.829
10000.202
237.25
PK NAIL
30
12678.554
11100.274
226.09
. CP
31
13179.893
11100.375
229.59
- CP
35
15180.379
11098.190
240.76
CP
39
16504.368
11065.983
245.86
CP
48
15579.885
11260.335
243.06
C>
47
15979.901
11260.262
245.08
CP
48
16479.899
11260.167
247.43
CP
50
12879.508
10800.223
223.56
CP600
51
13179.418
10800.306
228.92
CP600
55
15179.796
10800.265
238.25
C'600
58
10267.245
10250.390
203.34
BRASS DISK CC D 1992
R-1
12829.376
11285.398
227.38
BENCHMARK
USCGS
17174.884
10175.128
237.59
3' DISC IN PCC
R-6
25999.9 8
1�96A27i
-
INSTALL NEW MONUMENT
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