rs147_006Z,011o - 0388$1 I
IN THE CITY OF RANCHO MIRAGE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 1 OF 1 SHEET
RECORD OF SURVEY RECORDER'S STATEMENT
FILED THIS -1*1. DAY OF 2016, AT .M. IN BOOK 1!47 -
NORTH OF A PORTION OF THE SOUTH HALF OF THE SOUTHEASTQUARTER 0F THE SOUTHEASTQUARTER 0F THE RECORDS OF SURVEY, AT PAGE AT THE REQUEST OF THE COUNTY SURVEYOR.
NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 4 SOUTH, RANGE 6 EAST, SAN BERNARDINO MERIDIAN.
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0 200' 400' 600' 800' FOMOTOR ENGINEERING LS7070 FEBRUARY 2016 FEE
SCALE 1 "= 200' DINAR SHORE DRIVE PETER ALDANA ASSESSOR -COUNTY CLERK -RECORDER
N89'32' 13"E 2638.30' (N89'32'20"E 2638.10')R2
1319.15' 1319.05' R2 BY: DEPUTY
1319.15 (11319.05 )R2 )
0 Z
NE COR. 4P6 d 2
N 1/4 SEC. 30 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
SEC. 30 DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
LAND SURVEYOR'S ACT, AT THE REQUEST OF QUICK QUACK DEVELOPMENT LLC
IN JANUARY 2016.
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LS N 0. 7070 No. 7070
J 00 SURVEYOR'S NOTES
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I INDICATES FOUND MONUMENT AS NOTED.
00OF C
W 0INDICATES SEARCHED, NOTHING FOUND UNLESS OTHERWISE NOTED. N COUNTY SURVEYOR'S STATEMENT
Q 00 N SET 1 I.D. IRON PIPE WITH PLUG STAMPED LS 7070 FLUSH. M
00 THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
r� o S.N.F. SEARCHED NOTHING FOUND. �, PROFESSIONAL LAND SURVEYORS ACT THIS / DAY OF 4vedjr'f-,2016.
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0 N ( )R1 INDICATES RECORD DATA PER PM 210/96 102 W
M ( )R2 INDICATES RECORD DATA PER PM 178/63-68 I LAND s�
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co rn ft W M ( )R4 INDICATES RECORD DATA PER RS 89/48-53 M
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o RICHARD G. LANTIS, COUNTY SURVEYOR RICHARD G. LANTIS
"' NOTE No. 7611
z , o LS 761 1 EXPIRATION 12/31 /16 EXP. 12/31/16
to FIELD SURVEY WORK PERFORMED FEBRUARY 06, 2016. °;
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BASIS OF BEARINGS
O 00 Q THE BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF THE
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O COZ CD NORTHEAST QUARTER SECTION 30 BEING: N00°01'30"E PER PM30502 PM
w 210/96-102.
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PURPOSE
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I MONUMENT DEED RECORDED AS INSTRUMENT 2001-396198 RECORDED
08/17/2001 RECORDS OF RIVERSIDE COUNTY.
0.28' N74'08'021'E
6 MONUMENT NOTES
4 N89'33'41 "E 2639.50' (N89'33158"E 2639.38')R21 I.P. PER PM27225 PM 178/ 63-68. FOUND OPEN AND DOWN 0.2'
5 1319.75 (1319.70')R29 (1320.209)R3 FOUND 34"
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ACCEPTED AS THE NORTH 1/4 CORNER SECTION 30. AFFIXED TAG LS 7070.
1319.75'1319.68')R2 659.87' (660.10')R3 659.88' (660.10')R3 o FOUND 2" I.P. FILLED WITH CONCRETE DOWN 0.1' IN LIEU OF 2" BRASS CAP PER
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ui PM30502 PM210/96-102. ACCEPTED AS THE NORTHEAST CORNER SECTION 30.
M AFFIXED TAG LS 7070.
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w FOUND 1 1/2's COPPER WELD STAMPED LS 6298 FLUSH PER CERTIFICATE OF
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w N 0 CORRECTION 2004-0981756 DATED 12/10/2004 AS SHOWN ON MB 325/87-91.
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to ACCEPTED AS THE INTERSECTION OF KEY LARGO AVE. AND VIA VAIL.
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0 N !� oo z FOUND 2" BRASS CAP STAMPED LS 7070 DOWN 0.2' PER CR 00-02. ACCEPTED
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•� co O c6 c6 AS THE CENTER -NORTH 1/16 CORNER SECTION 30.
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w% z `o M/ of CO FOUND 1/2" I.P. OPEN PER RS 17/60. FOUND 0.28' N74'08'02"E OF THE
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w w O m W NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 SECTION 30.
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,N cococo I n V_ FOUND 1 " I.P. TAGGED LS 8401 DOWN 0.6' IN LIEU OF LEAD AND TACK TAGGED
F �, LS 5749 PER PM27225 PM 178/63-68. ACCEPTED AS THE NORTHEAST CORNER
O � N � Q O
. w w m Z OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 SECTION 30.
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o v N 0 CD FOUND 1 /2 I.P. OPEN PER RS 17/60. UP 1.5 . FOUND 0.50 S78'03'55"E OF
1-i-1 ^ Q " 0.50' S78'03'55"E °'• THE NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF
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N V N(N89@42100"E)R3z N THE NORTHEAST 1 4 SECTION 30.
w w N89 35 17 E 1320.06 1'7 /
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I °�° 660.03' (660.22')R3 660.03' (660.22')R3 U.1
FOUND 1 /2" I.P. OPEN PER RS 17 60. UP 0.3' FOUND 0.64' S55'26'34"E OF
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Z w co , 7 '' THE NORTHWEST CORNER OF THE SOUTH HALF OF THE SOUTHEAST 1 /4 OF THE
N S 0 UTH EAST 1/4 0 F THE NORTHEAST 1
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/ /4 SECTION 30.
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,''� N M M L FOUND 2" BRASS CAP STAMPED LS 7070 PER CR 00-02. DOWN 2.8'.
M 0 w oo ".- Ki ``: 9 ACCEPTED AS THE CENTER � ,e, O ,�, � .... ,,O M � E SECTION 30.
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c()Ld `-' z � (;., FOUND 1 1/2" COPPER WELD STAMPED LS 4146 FLUSH PER PM27225
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w PM 178/63-
68. ACCEPTED AS THE EAST 1/4 CORNER SECTION 30.
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1`0 N89"36904"E ' N8936'04E 660.10�
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COUNTY SURVEYOR'S NOTE:
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wPO M 8 THE COUNTY SURVEYOR HAS NOT ESTABLISHED AS OF THE DATE OF RECORDING
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OF THIS RECORD OF SURVEY THAT THE LAND SHOWN IN THIS RECORD OF
RE-ESTABLISHED AT N � SURVEY IS IN COMPLIANCE WITH THE PROVISIONS OF THE SUBDIVISION MAP ACT,
I'') 2M -3%'M"' � IDIVISION 2(COMMENCING WITH SRECORD ANGLEAND MW M SECTION 66410) OF TITLE 7 OF THE
Z PROPORTIONAL DISTANCE � WC, CM/17/2= 0 GOVERNMENT CODE. THE PARCEL SHOWN ON THIS SURVEY MAY NOT HAVE BEEN
P[5n5 ER R2 BETWEEN wLEGALL REATED AND THEREFORE MAY NOT BE A BUILDABLE PARCEL.
MONUMENT 9 AND 10.wN�toO
CENTER �> " ro N89 35 36 E 1319.79 (N89 35 51E 1319.77)R2,ZSEC. 30 (N89'43'30"E 1319.75')R3 660.18' (660.32')R3 605.18' %'
RICHARD G. LANTIS,&UONTY SURVEYOR
N89'36'52"E 1320.36' (N89'37'07"E 1320.34')R2, E11/4 LS 7611
[179'58'4409]M&R2 (N89'44'00"E 1320.65')R3 SEC. 30
- - RIVCO 16-035