cr15_0076CORNER RECORD
C PALM DESERT
-G ty of _ --
Document Number
County of
Brief Legal Description CENTERLINE MONUMENTS ON SAN LUIS REY DRIVE, SECTION
(Include Sec., Twp., Rge.,and Meridian or Rancho) A P.N.
RIVERSIDE
T.5S., R.6E., S.B.M.
, California
CORNER TYPE COORDINATES
(Optional)
N — SEE SHEET 2
Government Corner ❑ Control ❑ E SEE SHEET 2
Meander ❑ Property ❑ Zone 6 NAD27 ❑ NAD83 [�
Rancho ❑ Other ❑ NAD83 EPOCH 2004.0
LOCATION Date of Survey PRE - CONSTRUCTION TIES 07/07/2 Elev SEE SHEET 2
SAN LUIS REY DRIVE POST - CONSTRUCTION RESE Vert. Datum: NGVD29 El NGVD88 M
11/11/2014 Meas. Units: Metric ❑ imperia!
Corner - -- Left as found ® Found and tagged ❑ Established ❑ Reestablished ® Rebuilt❑
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
CL MONUMENT TIE OUT AND PRESERVATION EFFOR P URSUANT TO SECTION 8773.3 OF THE B & P CODE FOR CITY OF PALM
DESERT STRE REHA PROJECT #752 -15. TIED OUT ALL FOUND CORNERS WITH STEEL TAPE AND SET A MINIMUM OF
4 NEW TIES TO, OR VERIFIED MINIMUM OF 3 EXISTI TIES TO ALL FOUND CORNERS. ADDITIONALLY PERFORMED FAST STATIC
GNSS SURVEY CONSTRAINED TO CITY OF PALM DESERT CONTROL NETWORK STATIONS AND THEREFROM DEVELOPED NAD83,
ZONE 6, EPOCH 2004.0 COORDINATE VALUES FOR FOUND CORNERS, SEE SHEET 2 FOR DETAILS.
A description of the physical condition of the monument as found and as set or reset:
MONUMENTS FO UND AND THEIR POSITIONS AND CONDITION ARE NOTED ON SHEET 2. WHERE FO MONUMENTS WERE NO T
DAMAGED BY STREET REHABILITATION EFFORTS, THEY WERE LEFT IN PLACE. IN ALL CASES WHER MO NUMENTS WERE DIST-
URBED OR BURIED, RE- ESTABLISHED POSITION FOR CORN UTILIZING THE PRECONSTRUCTION TIES AND RESET GEAR SPIKE
A ND WASHER STAMPED "LS 8756" FLUSH IN NEW AC PAVEMEN TO PERPETUATE POSITION, U.N O., SEE SHEET 2 FOR DETAILS.
: aPL �A No � SURVEYOR'S STATEMENT `\N SA N /F, ��,
This Corner Record was prepared by me or under my direction in conformance with
the Land Surveyors' Act on DECEMBER 2 20 14
Signed __ L.S. or R.C.E. Number
L 8756
�NO�8756
LP
� OF
CAS -�
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received 20.and examined
and filed
0
Signed — — Title
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U. 76 $1
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ON
County Surveyor's Comment
THE FILING OF THIS GGPW:R — ° ��� �
DOES NOT R ELIE VE THE SURVEYOR _
-- — O +fi ONSIBIUTY OF THE --
Page 1 of 2
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® A DENOTES RESET GEAR SPIKE AND WASHER STAMPED
IS 8756 ", UTILIZING PRE - CONSTRUCTION TIES TO
PERPETUATE ORIGINAL FOUND MONUMENT AS NOTED BELOW.
O DENOTES FOUND NAIL AND TAG FLUSH IN TOP
° OF CURB, STAMPED IS 4653 ", NO REFERENCE
Oo DENOTES SET LEAD PLUG, BRASS PIN AND TAG
o FLUSH IN TOP OF CURB, STAMPED IS 8756 ",
" PRIOR TO CONSTRUCTION.
U FOUND COPPERWELD MONUMENT, FLUSH IN STREET, STAMPED
° �I C L ° � OCO OD 11G -1CC nUSTDnVM OV PnKICTU If TIhN
J LJ JJL I LI\ VI\ VV IVV, UL II \VILU UI VVIVJInvVt ION,
C) RESET AS NOTED.
1 U) NAD83 COORDINATES: COMBINED FACTOR: 0.99996925
NORTHING: 2,204,542.90 FD. MONUMENT ELEV: 256.74
EASTING: 6,522,393.20 SET MONUMENT ELEV: 256.92
CONVERGENCE ANGLE: -00 ° 04'15.49"
F2 FOUND GEAR SPIKE AND WASHER, FLUSH IN STREET, STAMPED
° "LS 4653 ", NO. REFERENCE FOUND, SEE RS 38/100,
DESTROYED BY CONSTRUCTION, RESET AS NOTED
NAD83 COORDINATES: COMBINED FACTOR: 0.99996825
NORTHING: 2,203,895.13 FD. MONUMENT ELEV: 273.46
EASTING: 6,522,301.79 SET MONUMENT ELEV: 273.64
CONVERGENCE ANGLE: -00 ° 04'16.08"
F3 FOUND 3/4" IRON PIPE, DOWN 0.15',
WITH NAIL AND TAG STAMPED "RCE
• �� �� 12571" PER CR - 08 - 486, DESTROYED
BY CONSTRUCTION, RESET AS NOTED.
NAD83 COORDINATES:
�.,'2.b5' R� &M NORTHING: 2,203,535.12
PP #32269/ EASTING: 6,522,303.32
FD. N &S IN COMBINED FACTOR: 0.99996768
3 5.099 , ' e POLE, UP 1', FD. MONUMENT ELEV: 282.80
PER TB 31/123 SET MONUMENT ELEV: 283.10
LL / CONVERGENCE ANGLE: -00 ° 04'16.07"
Q / FOUND 1" IRON PIPE DOWN 1.05', WITH NAIL AND
TAG, ILLEGIBLE, NO REFERENCE, SEE RS 38/100
DESTROYED BY CONSTRUCTION, RESET AS NOTED.
LLJ NAD83 COORDINATES: COMBINED FACTOR: 0.99996824
NORTHING: 2,203,882.94 FD. MONUMENT ELEV: 273.50
EASTING: 6,522,245.77 SET MONUMENT ELEV: 274.58
CONVERGENCE ANGLE: -00 ° 04'16.45"
FD. N &S IN ALL ELEVATIONS SHOWN HEREON ARE
J POLE, UP 1', NAVD 88 AND DERIVED FROM CITY
PER TB 31/123 OF PALM DESERT BENCHMARK BM123.
Z PP #32247
�U.
IR mss.
n
FD. CHISL'D "X°
IN CONC. APRON
Q •
ST
1' UP -6"
—� BLOCK WALL
NOTE: THESE TIES ARE FO T H E
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.
()R1 DENOTES RECORD DATA PER COUNTY
TIE BOOK 31/123 (ALSO CITY TIE
SHEET MT 172)
HORIZONTAL STATE PLANE COORDINATES SHOWN HEREOF! ARE US SURVEY FOOT GRID VALUES, BASED ON CCS83 ZONE 6,
EPOCH 2004.0 DERIVED FROM CONTROL STATIONS BM105 BM119 BM122 BM123 BM! 2- BM133 PER THE CITY OF PAL
DESERT CONTROL NETWORK, ON FILE IN THE DEPARTMENT OF PUBLIC WORKS, OF THE CITY OF PALM DESERT, CALIFORNIA. P age 2 of 2