HomeMy WebLinkAbout600-030-018 DWGC1 - L+P PSE 09-13-18Page 1 of 2
EXHIBIT “A”
LEGAL DESCRIPTION
PERMANENT SLOPE EASEMENT ‐ DUNE PALMS BRIDGE
(APN 600‐030‐018 / DWGC1, LLC)
That certain parcel of land located in the City of La Quinta, County of Riverside, State of
California being a portion of that certain parcel of land described in a Trustee’s Deed Upon Sale
recorded May 17, 2010 as Doc. # 2010‐0225914 of Official Records of said County, more
particularly described as follows:
COMMENCING at the northwest corner of a Grant Deed, recorded February 26, 2007 as Doc. #
2007‐0130622 of Official Records of said County, said point being located on the easterly right‐
of‐way line of Dune Palms Road per Deed recorded May 24, 1933 in Book 122, page 374 of
Official Records of said County, said easterly right‐of‐way line being located parallel with and
30.00 feet easterly, as measured at right angles, from the westerly line of the northeast quarter
of Section 29, Township 5 South, Range 7 East, San Bernardino Meridian;
Thence along the northerly line of said Grant Deed North 89°50’08” East a distance of 19.00
feet to the northeast corner of said Grant Deed, said point being located on a line parallel with
and 49.00 feet easterly, as measured at right angles, from said westerly line of the northeast
quarter of Section 29, Township 5 South, Range 7 East, San Bernardino Meridian;
Thence along said parallel line North 00°09’52” West a distance of 225.14 feet to the POINT OF
BEGINNING;
Thence leaving said parallel line North 02°44’ 04” East a distance of 153.16 feet;
Thence North 12°35’47” East a distance of 116.99 feet to the southerly line of the CVWD
Stormwater Channel right‐of‐way per Deed recorded March 6, 1962 in Book 3019, page 227 as
Instrument No. 20717 of Official Records of said County;
Thence along said southerly right‐of‐way line North 71°20’45” East a distance of 31.26 feet to a
line parallel with and 53.00 feet easterly, as measured at right angles, from said westerly line of
the northeast quarter of Section 29;
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Thence along said parallel line South 00°09’52” East a distance of 73.07 feet;
Thence leaving said parallel line at right angles South 89°50’08” West a distance of 4.00 feet to
a line parallel with and 49.00 feet easterly, as measured at right angles, from said westerly line
of the northeast quarter of Section 29;
Thence along said parallel line South 00°09’52” East a distance of 204.07 feet to the POINT OF
BEGINNING.
CONTAINING: 2,848 Square Feet, more or less.
SUBJECT TO all Covenants, Rights, Rights‐of‐Way and Easements of record.
Graphically depicted on ‘EXHIBIT “B” – PLAT’, attached hereto and by this reference made a
part hereof.
This legal description was prepared
by me or under my direction.
______________________________
Benjamin Daniel Egan, PLS 8756
Prepared September 13, 2018
EEI CONSULTING
JOB ID : 20180185 DATE 08/21/2018 AT 09:11:48
FILE NAME : Z:\PDATA\20180185\CALCS\MAPPING\185-CLOSURES.TRV
TRAVERSE OF : SLP-600-030-018 -- TRAV # 4
BEARING DISTANCE NORTHING EASTING
STARTING AT 2201557.0917 6553367.1654 PT # 3121
N 02-44-04.00 E 153.1600 TO 2201710.0773 6553374.4722
N 12-35-47.00 E 116.9900 TO 2201824.2514 6553399.9856
N 71-20-45.00 W 31.2600 TO 2201834.2501 6553370.3678
S 00-09-52.00 E 73.0700 TO 2201761.1804 6553370.5775
S 89-50-08.00 W 4.0000 TO 2201761.1689 6553366.5776
S 00-09-52.00 E 204.0700 TO 2201557.0997 6553367.1633
ERROR OF CLOSURE NORTH = -0.0080523 EAST = 0.0021896
BEARING S 15-12-44.00 E DISTANCE = 0.0083
AREA = 2848.3 SF 0.0654 ACRES
PERIMETER = 582.5500 PRECISION = 1 : 69,811