HomeMy WebLinkAboutT20N_R4E_9-002CORNER RECORD Agencylndex T2M.,94g5,
Document Number cJ - 2
City of NORTH OF OROVILLE County of BUTTE California
Brief Legal Description LOTS 6,7,& 8, GOLD HILLS SUB., BK. 80 MAPS PGS 7, 8, & 9
CORNER TYPE COORDINATES (Optional)
N. E.
❑ Government Corner ❑ Control Elevation
❑ Meander ❑X Property Units ❑ Metric ❑ U.S. Survey Foot
---------- ------------
Rancho ❑ Other Horizontal Datum
Zone Epoch Date
Date of Survey December 19, 2021 Vertical Datum
❑ Complies with Public Resources Code §§8801-8819
❑ Complies with Public Resources Code §§8890-8902
PLS Act Ref.: ❑X 8765(d) ❑ 8771 ❑ 8773 ❑ Other:
Corner/ Left as found ❑ Established 0 Rebuilt ® Pre -Construction
Monument: Found and tagged
Q gg FX] Reestablished 7 Referenced ®Post -Construction
Narrative of corner identified and monument as found, set, reset, replaced, or removed
❑✓ See sheet #2 for description(s):
ORN D.
SURVEYOR'S STATEMENT * Ct1RISJTOFfERSON
This Corner Record was prepared by me or under my direction in conformance with 4208
the Professional Land Surveyors' Act on February 8. 2021
aL� P.L.S. or R.C.E. No. PLS 4208
U COUNTY SURVEYOR'S STATEMENT
This Corner Record was received S-?yA()a ev 25
and examined and filed � /�/�fv/ 7� �(9oZ / . p' ®S(y9�
Signed or R.C.E. No. PLS 8096
-�— VVLLiAM H.
Title BUTTE COUNTY SURVEYOR aRlDGNEL L
County Surveyor's Comment a�
�OF CAL®
I
BPELSG-2016 Page la/2 Q
DOCUMENT NO.
AGENCYINDEX
CORNER RECORD
LOTS 6,7 & 8, GOLD HILLS SUBDIVISION, BK. 80 MAPS PGS 7,8,&9
LYING IN SECTION 9, T20N, R4E, M.D.M., BUTTE COUNTY,
CALIFORNIA
I
I
S @ 0'3" F (M) 923.92,
I ' N ro,00 9C' CHORD O3 53 E (R) 923.8g,
/ 24 r.25 fR(M)241.05,
LOT 8 S r °
4 2930
Lu
VV 3s�S 142—(R)
SCALE: S17`W
`O S(C)9053240.7r9 z 111 2
°g53 p' /pO
QN 20°236NORFZO
2ED ) 905.w w2gw74. o2' (R)M)241.16, � O l Lu
fr 0LOT 7 o0
rrrR))0So7°sCr W N80°26'07"W 20w 028962.06, I F OJ �
/ --
Z
- - LOT 6
10
(D N 87027'39" E (R) 300.54'
Lu
(11 o N 87021'53" E (M) 300.94' O
1�
N 87-24-56" E (M) 79.87'
N 87°30'49" E (R) 79.86'
S 07-1911" W (R,M) 160.48'
N 87020'30" E (R) 602.33'
N 87°23'21" E (RM) 601.81'
O POINT NOT SEARCHED FOR
SET 1/2" REBAR, P.L.S. 4208 IN MOUND OF STONE
• FD 1/2" REBAR BAR WITH BROKEN ILLEGIBLE CAP, ADDED P.L.S. 4208 CAP ki
X FD. STONE IN MOUND OF ROCK, PER (R)
NOTE A: I FIND AN EMBEDDED MOUND OF STONE WITH THE ORIGINAL MONUMENT
STONE MISSING. I FIND THE ORIGINAL MONUMENT STONE LAYING S 68 W, 8' AWAY.
I REPLACE THE ORIGINAL MONUMENT STONE INTO THE MOUND OF STONE AND TIE
FOR POSITION. IT APPEARS THAT THE POSITION SHOWN ON (R) IS ABOUT 0.4'
EASTERLY OF MY REPLACEMENT POSITION AND SHOULD BE USED IN FUTURE RE-
TRACEMENT SURVEYS.
NOTE B: PER (R), DISTANCES ARE GRID AND MUST BE MULTIPLIED BY 1.0001092
TO OBTAIN GROUND MEASUREMENTS. DISTANCES SHWON HEREON AS (M)
ARE GRID DISTANCES.
JOHN D. CHRISTOFFERSON, INC
r�
L.S. 4208
1804 6TH STREET
OROVILLE, CA LIFORNIADATE:
(530) 518-3054 JOHN D. CHRISTOFF N
P.L.S. 4208
PAGE 2OF2