cr15_0070CORNER RECORD
Cis PAL DESERT
kLy of_
Document Number __
County of
Brief Legal Description CENTERLINE MONUMENTS ON VELIE AND JONI DRIVE,
(Include Sec., Twp., Rge.,and Meridian or Rancho)
A.P.PJ
RIVERSIDE
SECTION 16, T.5S., R.6E., S.B.M.
CORNER TYPE COORDINATES
(Optional)
N. SEE SHEET 2
Government Corner ❑ Control ❑ E. SEE SHEET 2 _
Meander ❑ Property ® Zone — 6 NAD27 ❑ NAD83 Vi
LOCATION OF Rancho Other
JONI DRIVE ❑ ❑ NAD83 EPOCH 2 004.0
Date of Survey PRE - C ONSTRUCTION TIES 07/0712014 Elev SEE SHEET 2
POST CONSTRUCTION RESET Vert. Datum: NGVD29 ❑ NGVD88
11/11/2014 Meas. Units: Metric ❑ Imperial
Corner - -- Left as found [X] Found and tagged ® Established ❑ Reestablished M Rebuilt❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
(.1 MONi IMFNT TIF OUT AND PRESERVATION EFFORT PURSUANT TO SECTION 8773.3 OF THE B & P CODE FOR CITY OF PALM
DESERT STREET REHABILITATION PROJECT ##752 -15. TIED OUT ALL FOUND CORNERS WITH STEEL TAPE AND SET A MINIMUM OF
4 NE TIES TO, OR VERIFIED MINIM OF 3 E XISTING TIES TO ALL FOUND CORNERS. ADDITIONALLY PERFORMED FAST STA
GNSS SURVEY CONSTRAINED TO CITY OF PALM DESERT CONTROL NETWORK STATIONS AND THEREFROM DEVELOPED NAD83,
ZONE 6. EPOCH 2004.0 COORDINATE VALUES FOR FOUND COR NERS, SEE SHEET 2 FOR DETAILS.
A description of the physical condition of the monument as found and as set or reset: —
MONUMENTS FOUND AND THEIR POSITIONS AND CONDITION ARE NOTED ON SHEET 2. WHERE F OUND MONUMENTS W ERE NOT
DAMAGED BY STREET REHA EFFORTS, THEY WERE LEFT IN PLACE. IN ALL CASES WH ERE M ONUME NTS WERE DIST-
URBED OR BURIED, RE- ESTABLIS PO SITION FOR CORNER UTILIZING THE PRECONSTRUCTION TIES AND RESET GEAR SPIKE
AND WASHER STAMPED "LS 8 756 " FLUSH IN NEW AC PAVEM TO PERPETUATE POSITION, U.N.O SEE SHE 2 FOR DETAI
�aI- LA"
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
_
the Land Surveyors' Act on —DECEMBE __ �— 20
Signed _ L.S. or R.C.E. Number
COUNTY SURVEYOR'S STATEMENT
v
� z
N0. 8756
L.S. 8756
This Corner Record was received — �___ 20LZand examined
1
and filed
Signed
%- — —
�_ _— Title ��4 i . ✓'a/ �.
County Surveyor's Comment
California
C A\-
$.0 t?. J
lNlo, 761
Exp, 1231 -16 j
Tim I'A[�nirr
---.--- -r-- n- rrs-ccm��GT�CLLV
DOES NOT NELIEVE THE SURVEY --
-- -- NY RESPONSIBIL-TY OF THE
Page 1 of 2
1: \DGN \CHARTS \FORM.DGN (5!00)
low
40 20 0 40 80 120
SCALE: 1 " =40'
ALL ELEVATIONS SHOWN HEREON ARE
( NAVD 88 AND DERIVED FROM CITY
OF PALM DESERT BENCHMARK BM123.
NOTE: THESE TIES ARE FOR THE
PURPOSE OF PERPETUATING THE
FOUND MONUMENTATION. NO CLAIM
IS MADE AS TO THE RELATIONSHIP
OF THE POINTS OR LINES SHOWN
( HEREON TO THE TRUE BOUNDARY
LOCATIONS.
DENOTES RESET GEAR SPIKE AND WASHER STAMPED
"LS 8756" UTILIZING PRE - CONSTRUCTION TIES 10
^CO PERPETUATE ORIGINAL MONUMENT FOUND BELOW
o O DENOTES FOUND LEAD PLUG IN TOP OF CURB,
NAIL MISSING OR DAMAGED. SET BRASS PIN AND
� TAG STAMPED IS 8756 ", PRIOR TO CONSTRUCTION
VEL I E DRIVE O DENOTES SET LEAD PLUG, BRASS PIN AND TAG
34. FLUSH IN TOP OF CURB, STAMPED IS 8756 ".
�� PRIOR TO CONSTRUCTION.
�1 FOUND COPPERWELD MONUMENT, FLUSH IN STREET,
STAMPED IS 5491" PER CR 02 -164, DESTROYED BY
CONSTRUCTION, RESET AS NOTED.
�-' NAD83 COORDINATES: COMBINED FACTOR: 0.99997569
NORTHING: 2,213,820.05 FD. MONUMENT ELEV: 186.97
EASTING: 6,528,238.18 SET MONUMENT ELEV: 186.97
CONVERGENCE ANGLE: -00 ° 03'37.53"
>�
W
0i
:-_�
z h
O
30.88'
JON I DF
r___l
LLl FOUND COPPERWELD MONUMF_NI, FLUSH IN SIREEI,
STAMPED "LS 5491 ", PER CR 02 -163, DESTROYED BY
CONSTRUCTION, RESET AS NOTED.
NAD83 COORDINATES: COMBINED FACTOR: 0.99997570
NORTHING: 2,213,266.98 FD. MONUMENT ELEV: 182,82
EASTING: 6,528,239.49 SET MONUMENT ELEV: 182.95
CONVERGENCE ANGLE: -00 ° 03'37.52"
HORIZONTAL STATE PLANE COORDINATES SHOWN HEREON ARE US SURVEY FOOT GRID VALUES, BASED ON CCS83 ZONE 6,
EPOCH 2004 DERIVED FROM CONTROL STATIONS BM105 BM110 BM122 BM123 BM125 BM133 PER THE CITY OF PALM
DESERT CONTROL NETWORK, ON FILE IN THE DEPARTMENT OF PUBLIC WORKS, OF THE CITY OF PALM DESERT, CALIFORNIA
2 of 2