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cr17_0215CORNER RECORD Document Number /Z n z /-S-✓ City of COACHELLA County of RIVERSIDE California Brief Legal Description PARCELS 1 AND 2 OF PM NO. 22656 PMB 148/92-93 O.R. APN: 603-290-014,015 CORNER TYPE COORDINATES (Optional) Identification and type of corner found: Evidence used to identify or procedure used to establish the corner: SEE PAGE 2 A description of the physical condition of the monument as found and as set or reset: SEE PAGE 2 SURVEYOR'S STATEMENTG\-AND SRL\ This Corner Record was prepared by me or under my direction in conformance with p the Land Surveyors' Act on 03/09/2017 v PHILLIP K. FOMOTOR Signed�� No. 7070 10 � L.S. or R.C.E. Number LS 7070 sa COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined Q U' and filed ' / H- �' N .1811 0 Signed D county Surveyor , •�� i " �.. County Surveyor's Comment".�QF CAS"� Page t of 2 Rev A (2/05) Government Corner ❑ Control ❑ N. Meander ❑ Property 1K E. RanchoOther El Zone NAD27 ElNAD83 El I Date of Survey 03/0701 7 NAD83 EPOCH Elev. SEC. 32 T.5S., R.8.E., SB. B. & M. vert. Datum: NGVD 2e❑ NAVDe8 ❑ (include: Sec., 7Wp., Rge. & Meridian or Rancho) Meas. Units Metric ❑ Imperial ❑ Corner — Left as found CSI Found and tagged ❑ Established ❑ Reestablished (@ Rebuilt ❑ Identification and type of corner found: Evidence used to identify or procedure used to establish the corner: SEE PAGE 2 A description of the physical condition of the monument as found and as set or reset: SEE PAGE 2 SURVEYOR'S STATEMENTG\-AND SRL\ This Corner Record was prepared by me or under my direction in conformance with p the Land Surveyors' Act on 03/09/2017 v PHILLIP K. FOMOTOR Signed�� No. 7070 10 � L.S. or R.C.E. Number LS 7070 sa COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined Q U' and filed ' / H- �' N .1811 0 Signed D county Surveyor , •�� i " �.. County Surveyor's Comment".�QF CAS"� Page t of 2 Rev A (2/05) NO°21'05"W 533.69' NO^8'14"W 533.46') 165.06' 1 353.81' (165.00') (353.64') z z W m LO cn U Vi N to J 00 N O N I J N � W co U m a p (m W W 11 r N N m 00 (D � P 00 O � D u� WW a a- N W W W F z 7) p M O Z W Z W M N m m � 3 w F Qw. W z W N S (0 O w O S o o z w O U m z co 0' a -O J wa a. Z O Ui O w U Z O M O 0 0 O O J O Ut O N W N J w F W Q � w z z o m V -z z O N 07 m Z Z N O Q O 0< m /W v U I- �_O Z O 0 W K W U O m w Um d u (L J M M m IL w W Z J _ -� _ N U O J W UZ Iwoz ZNU Qa dN a- O N RlNw NO°21'05"W 533.69' NO^8'14"W 533.46') 165.06' 1 353.81' (165.00') (353.64') z z W m LO cn U Vi N to J 00 N O N I J N � W co U m a p (m W W 11 r N N m 00 (D � P 00 O � m _ cn M o <" o m � O 0 o Q, a rn i')M&R Li (695.30')M&R BASIS OF BEARINGS: (SO'0 20"W 135��5.30 )M&R 4 199 IYOSIU®Y H rn M Page 2 of 2 D i N O 3 a a- N W J z z 7) p M J Z W Z W M N m UZ 3 0- IS- Qw. W wwro W N S m O w O S m Nm am OO 01-(!1 n O 0' a -O J wa a. Z O Z N OQ't O w U ^ Of w 00 0 0 O O dZ O O O N W N J W z IC ® H Qd ww- co oM m V -z z O C-) a: Z�' 0o M �m"� O Q O 0< 0W U �Qw �_O Z O 0 W K C= o -0 �. Z a W W O w Um d m U W F -a a w �'Q J W UZ Iwoz ZNU Qa dN a- a-¢ W RlNw M warn am a: a- m F Z o zw m M M \ M \ O \ 00 0 co 0 w 00 0 0 0\ m 0 O w W O w W 0 W O U ml E a o ® o m _ cn M o <" o m � O 0 o Q, a rn i')M&R Li (695.30')M&R BASIS OF BEARINGS: (SO'0 20"W 135��5.30 )M&R 4 199 IYOSIU®Y H rn M Page 2 of 2 i N O W Z Z a- 000 J z a- p •- o rn w z I F Z m m U 0 3 ¢ a. wwro w w Axa ¢ H °- a= w � am z oz� n O ¢ w w n m -� O O ;!� w Of 3 CJxa W� ® ^ Z O O N cc O O O N W N J `Q N O N N IC ® H Qd ww- ww Q m V -z z O Q O Q O O Z N Z Z m m= D CA O ® n a W W O