cr15_0072CORNER
C
of
PALM DESERT
Brief Legal Description
Document Number
County of
RIVERSIDE
CENTERLINE MONUMENTS ON BU RROWEED LANE, SECTION 20, 15S., R.6E., S.B.M.
, California
(Include Sec., Twp., Rge.,and Meridian or Rancho) A.P.N. _
C COORDINATES
CORNER TYPE
(Optional)
N SEE SHEET 2
Government Corner 0 Control ❑ E SEE SHEET 2
Meander 0 Property LX1 Zone — 6 NAD27 0 NAD83 IXI
Rancho Other 1:1 NAD83 EPOCH 2004.0 _.—
Date of Survey PRE-CONSTRUCTION TIES 0710712014 Elev. SEE SHEET 2
[id LOCATION OF POST - CONSTRUCTION RESET Vert. Datum: NGVD29 0 NGVD88 LXI
BURROWEED LAPS 11111/2014 Meas. Units: Metric 0 Imperial
Found and tagged ❑ Reestablished ® Rebuilt❑
Corner - -- Left as found ® 99 Established 0
Identification and type of corner found: Evidence used to identify or procedure used to establish the corner:
CL MONUMENT TIE 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 CORNE WITH STE TAPE AND SET A MINIMUM OF
4 NEW TIES TO, OR VERIFIED MINIMUM OF 3 EXISTING TIES TO ALL FOUND CORNERS. ADDITIONALLY PERFORM FAST STATIC
GNSS SU RVEY 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: —
MONU MENTS FOUND AND THEIR POSITIONS AND CONDITION ARE N OTED ON SHEET 2. WHERE FOUND MONUMENTS WERE NOT
DAMAGED BY STREET REHABILITATION EFFORTS, TH EY WERE LEFT IN PLACE. IN ALL CASES WH ERE MONUMENTS WERE DI ST-
URBED OR BURIED, RE- ESTABLI POSITION FOR CORNER UTILIZING THE PRECONSTRUCTION TIES AND RESET GEAR SPIKE
Anln tNACHPP STAMPFD 1S 8756" FLUSH IN NEW AC PAVEMENT TO PE POSITION, U.N .O., SEE SHEET 2 FO DETAILS.
SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with
the Land Surveyors' Act on
DECEMBE 2 20 14
Signed t_.S- or R.C.E. Number
COUNTY SURVEYOR'S STATEMENT
This Corner Record was received
L.S. 3756
20 IYand examined
and filed _ .2 r 20
Signed
Title
County Surveyor's Comment
M m z m
N0. 8756
qrF OF CA��
x Al \9
D OE S N O EYLYCI - --- -
- - -- _ FROM ANY RESPONSIDIL TY OF THE
Page 1 of 2
I: \DGN \CHARTS \FORM.DGN (5/00)
o ® ALL ELEVATIONS SHOWN HEREON ARE NAVD 88 AND
DERIVED FROM CITY OF PALM DESERT BENCHMARK
JOSH TR EE ST BM123.
FOUND PK NAIL NOTE: THESE TIES ARE FOR THE PURPOSE OF
IN TOP OF CURB PERPETUATING THE FOUND MONUMENTATION. NO
PER CR 06 -480° CLAIM IS MADE AS TO THE RELATIONSHIP OF THE
° OCO) �FE ®�� 46.73' ' POINTS OR LINES SHOWN HEREON TO THE TRUE
�0 ( ® (BOUNDARY LOCATIONS.
()R1 DENOTES RECORD DATA
PER CR 06 -480
° ()R2 DENOTES RECORD DATA
^� ° Z L PER CR 06 - 477
DENOTES RESET GEAR SPIKE AND
J STAMPED IS 8756" UTILIZING PRE-
¢ FOUND L & T CONSTRUCTION TIES TO PERPETUATE
cn IN TOP OF CURB , ORIGINAL FOUND MONUMENT NOTED BELOW.
I PER CR -06 -477 O DENOTES FOUND MONUMENT TIE AS NOTED
o �� O @ DENOTES SET LEAD PLUG, BRASS PIN &
FOUND CONCRETE TAG FLUSH IN TOP OF CURB, STAMPED
NAIL IN TOP IS 8756 ", PRIOR TO CONSTRUCTION.
OF CURB, PER X DENOTES SEARCHED FOR TIE PER CR
2 �M CR -06 -477 06 -477 & 06 -480, FOUND NOTHING,
APPARENTLY DESTROYED BY CURB CONST.
PINYON STREET M DENOTES FOUND TIE PER CR IN MH
ti
2 RIM OR TOP OF CURB
FOUND COPPERWELD, FLUSH IN STREET, STAMPED IS 7930 ",
PER CR 06 -480. DESTROYED BY CONSTRUCTION, RESET AS NOTED.'
FOUND CONCRETE �V NAD83 COORDINATES: COMBINED FACTOR: 0.99996884
NORTHING: 2,204,506.35 FD. MONUMENT ELEV: 264.99
NAIL IN TOP OF CURB TIE NOT EASTING: 6,521,414.53 SET MONUMENT ELEV: 265.18
PER CR -06 -477 FOUND CONVERGENCE ANGLE: -00 ° 04'21.86"
FOUND 3/4" IRON PIPE DOWN, 0.15', WITH NAIL AND
I I I TAG STAMPED IS 7930 ", PER CR 06 -477, DESTROYED
I BY CONSTRUCTION, RESET AS NOTED.
FOUND NAIL NAD83 COORDINATES: COMBINED FACTOR: 0.99996774
FOUND NAIL o AND TAG STAMPED NORTHING: 2,203,879.20 FD. MONUMENT ELEV: 283.94
AND TAG STAMPED �� o IS 4146" EASTING; 6,521,454,43 SET MONUMENT ELEV: 284.40
IS PER CR-10-1186 �s O�/ PER CR -10 -1186 CONVERGENCE ANGLE: -00 ° 04'21.59"
20 42' / FOUND 3/4" IRON PIPE, FLUSH, WITH NAIL AND TAG
- 16 25' STAMPED "CVCWD ", PER CR 09 -784, DESTROYED BY CONST-
MARKINGS 4 RUCTION, RESET AS NOTED,
IN MH RIM v NAD83 COORDINATES: COMBINED FACTOR: 0.99996717
NORTHING: 2,203,582.79 FD. MONUMENT ELEV: 293.78
v, _ 6 • EASTING: _6,521,385.34 SET___MONUMENT ELEV: 294. O8___
�$ CONVERGENCE ANGLE: -00 ° 04'22.04"
IRONWOOD STREET FOUND CHISLED "X SCRIBE MARKS IN MANHOLE RIM APPAR
-ENTLY DENOTING CROSSING TIES FOR CORNER PER CR
06. INTERSECTION 09 -784, CR 08 -486 AND CR 10 -1186
w OF CROSS TIES (CR 10-1186 APPEARS TO HAVE DIMENSIONAL ERRORS
ASSOCIATED WITH INCORRECT USE OF THE MH TIES)
FOUND CHISL'D O W UNDISTURBED BY CONSTRUCTION.
IN PCC CURB 0 `- ® NAD83 COORDINATES: COMBINED FACTOR: 0.99996707
Of iii NORTHING: 2,203,530.13 FD. MONUMENT ELEV: 295.60
m � EASTING: 6,521,386.28 SET MONUMENT ELEV: NOT RESET
CONVERGENCE ANGLE: -00 ° 04'22.03"
HORIZONTAL STATE PLANE COORDINATES SHOWN HEREON ARE US SURVEY FOOT GRID VALUES, BASED ON CCS83 ZONE 6,
EPOCH 2004 DERIVED FROM CONTROL STATIONS BM105 BM119 BM122 BM123 BM125 RM133 PER THE CITY OF PALM
DESERT CONTROL NETWORK, ON FILE IN THE DEPARTMENT OF PUBLIC WORKS, OF THE CITY OF PALM DESERT, CALIFORNIA. Page 2 of 2