rs149_056TAHOUITZ CANYON WAY
WEST 1/4 COR.
SEC. 14
W
CC .
CN
0ANN
W
ZNNs
Q
cri�
Z000
� z
0
Z
BARISTO ROAD
wEsr LINE
sw 1/4
SEC. 14
Ar%rmlkI&A wAAw
IN THE CITY OF PALM SPRINGS, COUNTY OF RIVERSIDE & STATE OF CALIFORNIA
RECORD OF SURVEY
OF BLOCK 45 OF BLM PLAT DATED 09/07/1927
IN THE SOUTHWEST QUARTER OF SECTION 14.9 TOWNSHIP 4 SOUTH, RANGE 4 EAST
, S.B.M.
IDMSA CONSULTING, INC. MARCH - 2017
1000,
1
AP (PALM__SPffiNGS -AIRPQRT)
N= 2,241,807.796
�
j
N 89"49'19" W 553.14
39.74'
8 s2p
(N 89-56'02 sitW 553.12) R3
_(COLLEGE OF
EPOCH DATE 2007.0
SATURNINO ROAD
SEC. 14
N= 2,243,246.991
I.L.
.
259
/'l w
SW COR.
CPS CONTROL DIAGRAM
•ll:pm �i
�00
_ N
O�N
ti 0 NTS
N= 2, 240, 603.854
6'tp i
E= 6,471,895.231
... cAl ITU I WE* � O
O.
SOUTHWEST COR.
SEC. 14
N 89'42'19" E 553.14'
(N 89'34'23" E 553.04') R3
RAMON ROAD
MONUMENT NOTES
r—Al FD. 1 to I.P. W/TAG "PLS 4989", DN 0.6' IN MONUMENT WELL, PER R.S. 147/44, ACCEPTED AS THE
E
CENTERLINE INTERSECTION OF TAHQUITZ CANYON WAY AND INDIAN CANYON DRIVE AND THE WEST 1/4
COR. SEC. 14. /
RB FD. COPPERWELD STAMPED IS 8508" FLUSH2 PER CO —
CORNER RECORD 2017 0466, ACCEPTED AS THE
CENTERLINE INTERSECTION OF ARENAS ROAD AND INDIAN CANYON DRIVE.
RC FD. COPPERWELD STAMPED IS 8508" FLUSH PER CO —
CORNER RECORD 2017 0472, ACCEPTED AS THE
CENTERLINE INTERSECTION OF ARENAS ROAD AND CALLE ENCILIA.
D❑ FD. 3/4" I.P. W/TAG "RCE 11842", DN 0.499 NO REF '
REFERENCE, FOUNDS 68 00 08 E 0.44 OF
CALCULATED POSITION, NOT ACCEPTED AS SOUTHEAST COR. BLOCK 27 OF R2.
❑E FD. 3/4" I.P. W/TAG "RCE 11842", DN 0.7'9 NO REFERENCE, FOUND ON THE NORTH LINE OF BLOCK
45 OF R2 AND 39.74' WEST OF THE CENTERLINE, OF CALLE ENCILIA, ACCEPTED AS A 14.74' OFFSET
TO THE NORTHEAST COR. BLOCK 45 OF R2. SEE DETAIL "A" BELOW.
❑F FD. NAIL & TAG STAMPED "RCE 26662" FLUSH IN CONCRETE, NO REFERENCE, ACCEPTED AS A
POINT ON THE SOUTH LINE AT A 50' OFFSET TO THE SOUTHWEST CORNER OF BLOCK 45 OF R2.
RG FD. 3/4" I.P. W/TAG "RCE 11842", DN 0.1 to NO REFERENCE, FOUND ON THE SOUTH LINE OF BLOCK
45 OF R2 AND 39.74' WEST OF THE CENTERLINE OF CALLE ENCILIA, ACCEPTED AS A 14.74' OFFSET
TO THE SOUTHEAST COR. BLOCK 45 OF R2. SEE DETAIL "A" BELOW.
RH FD. 3/4" I.P. W/TAG "RCE 11842", DN 0.2' NO REFER '
REFERENCE, FOUNDS 64 54 49 E 0.30 OF
CALCULATED POSITION, NOT ACCEPTED AS 50' OFFSET TO SOUTHWEST COR. BLOCK 48 OF R2.
Fil FD. 3/4" I.P. W TAG "RCE 11842 " DN
/ 0.3's NO REFERENCE, FOUNDS 72 53 50 E 0.21 9 OF
CALCULATED POSITION, NOT ACCEPTED AS 15' OFFSET TO SOUTHEAST COR. BLOCK 48 OF R2.
DI FD. COPPERWELD STAMP "
ED IS 8508 , FLUSH, PER CORNER RECORD 2017-0464, ACCEPTED AS A
POINT ON THE CENTERLINE OF SATURNINO ROAD.
RK FD. COPPERWELD STAMP "
ED IS 8508 , FLUSH, PER CORNER RECORD 2017-0460, ACCEPTED AS A
POINT ON THE CENTERLINE OF SATURNINO ROAD.
FLI FD. COPPERWELD STAMPED" '
IS 2567 , DOWN 0.6 IN MONUMENT WELL, PER P.M. 122/79-809
ACCEPTED AS CENTERLINE INTERSECTION OF RAMON ROAD AND INDIAN CANYON DRIVE AND THE
SOUTHWEST COR. SEC. 14.
RM FD. 1"' I.P. W TAG "C. P '
/ .S. , DN 0.6 IN MONUMENT WELL, PER CORNER RECORD 2012-0131
ACCEPTED AS THE CENTERLINE INTERSECTION OF RAMON ROAD AND CALLE ENCILIA '
W
O
Z w
Olt
Z �w
<boo
•
V o�
z(O
z
Z �
NORTHEAST COR.
BLOCK 45
14.74'
�t
DETAIL •A• o LO
co
NOT TO SCALE I ''
m
14.74'
SOUTHEAST COR.
BLOCK 45
N 84•44957.10's W
15, 726.226
AP (PALM__SPffiNGS -AIRPQRT)
N= 2,241,807.796
GRID
E= 6,487,561.504
39.74'
8 s2p
NAD83 CA ZONE 6
_(COLLEGE OF
EPOCH DATE 2007.0
""- -- W 1/4 COR.
SEC. 14
N= 2,243,246.991
E= 6,471,901.271
259
�>
SW COR.
CPS CONTROL DIAGRAM
•ll:pm �i
SEC. 14
ti 0 NTS
N= 2, 240, 603.854
6'tp i
E= 6,471,895.231
EL= 450.66'
O.
6
AtST42 S ,AGR/COM
39.74'
8 s2p
_(COLLEGE OF
THE DESERT)
W�
N= 2,210,180.111
E= 6,520,051.128
259
NAD83 CA ZONE 6
IN
EPOCH DATE 2007.0
W Q
=j
J ()
Z
< z
�
UW
QW
JJ
Z Q
U �
SATURNINO ROAD
Q Z
39.74'
-
553.14'
V W
Ad
N
J
� K
DETAIL •B•
N
c;
NOT TO SCALE
SHEET 1 OF 1 SHEET
RECORDER'S STATEMENT
FILED T
HIS 15 DAY OF NO►felrJe,�' 20 ,
AT 3 P . M. IN BOOK�-} OF
1
RECORDS OF SURVEY, AT PAGE 5 , AT THE
REQUEST OF THE COUNTY SURVEYOR.
No. zoll- c)uncioR"
FEE $ �0. C)C)
PETER ALDANA, ASSESSOR -COUNTY CLERK -RECORDER
VEYOR'S SfAT
THIS MAP CORRECTLY REPRESENTS A SURVEY
MADE BY ME OR UNDER MY DIRECTION IN
CONFORMANCE WITH THE REQUIREMENTS OF THE
PROFESSIONAL LAND SURVEYORS' ACT, AT THE
REQUEST OF THE TMC GROUP, IN JANUARY OF
2017.
DATE: i f/ 7 /Z-0/ 7
1%2 _tll�
CHARLES R. HARRIS P.L.S. 4989
EXP. 12/31/17
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE
WITH SECTION 8766 OF THE PROFESSIONAL
LAND SURVEYORS' ACT, THIS 13 DAY
OF jV UV , 20—P .
DEPUTY
LAND
CHARLES R. HARRIS
No. 4989
\� OF CPJ
LANp SG
� � l o
a � No. 8488
Q
DAVID L. McMILLAN P.L.S. 8488 �9T4C
COUNTY SURVEYOR OF CAL
SURVEYOR'S NOTES
Kf
THE fBASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE
SYSTEM, ZONE 6, NAD 83 (EPOCH 2007.0), BETWEEN CONTINUOUS OPERATING
: REF. STATIONS (CORS) COTD AND PSAP.
TAKEN AS: N 45'46'12.68" W
BEARINGS AND DISTANCES SHOWN ARE GROUND. TO OBTAIN GRID DISTANCES,
MULTIPLY GROUND DISTANCES BY 0.999972883. THE CONVERGENCE ANGLE OF
GRID NORTH IS —0'09'44" AT THE SOUTHWEST COR. SEC 14, USING AN
ELEVATION OF 450.66'.
0 INDICATES FOUND MONUMENT AS NOTED.
O INDICATES SET NAIL &TAG "P.L.S. 4989" FLUSH IN CONCRETE.
(—) R1 INDICATES RECORD DATA PER P.M. 122/79-80.
(—) R2 INDICATES RECORD DATA PER B.L.M. PLAT DATED 09/07/1927.
(—) R3 INDICATES RECORD DATA PER P.M. 62/59-60.
� INDICATES CENTERLINE
SFN SEARCHED FOUND NOTHING
SURVEYOR'S STATEMENT
GROUND SURVEY WORK WAS CONDUCTED ON 01/20/2017.
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE BOUNDARY OF BLOCK
45 OF B.L.M. PLAT DATED 09/07/1927.
0' 100' 200' 300' 400'
SCALE 1 "=100'
RlV* CO. 17-063
J.N. 2324