Loading...
cr16_0521City of CATHEDRAL CITY Document Number County of RIVERSIDE , California Brief Legal Description PARA,S 11 2 3 &A PARCEL MAP NO 31261, P M B 220/27 -29, IN THE NW 1/4 X ' i i i [01 4 v tj Government Corner Meander Rancho Date of Survey (Include: Sec., Twp„ Rge. & Meridian or Rancho) Imperial ❑ Corner --- Left as found ® Found and tagged El Established ❑ ReestablishedX Rebuilt El Identification and type of corner found: Evidence used to identify or procedure used to establish the corner: FOUND & IDENTIFIED RELEVANT SURVEY MONUMENTS TO ENABLE PARTIAL BREAKDOWN OF SECTION 22 CALCULATED BOUNDARIES OF PARCELS 1 2 3 & 4 FROM PARCEL MAP N0. 31261. PRORATED BEARINGS & DISTANCE SAID PARCELS TO REESTARI I.SH MISSING CORNERS. A description of the physical condition of the monument as found and as set or reset: p _ �,',i SEE PAGE 2 u This Corner Record was prepared by me or under my direction in conformance with the Land Surveyors' Act on MAY 20, 2016 Signed )C,4,4 L.S. or R-E:E. Number 8880 v This Corner Record was received and examined and filed g ^> Si ne d� Deputy-County Surveyor County Surveyor's Comment CHAS =cam FRFIWALD Np No. 8886 ® CAx C. 9(/`t ' f; A-- Exp,'12-31-16 P Rev A (2/05) El Control ❑ ❑ Property Elev. ❑ Other ❑ MAY 18, 2016 Page 1 of 2 �� - -- O EM N. E. Zone NAD27 [j NAD83 EPOCH Elev. Meas. Units Metric ❑ Vert. Datum: NGVD 29 ❑ NAVD88 ❑ NAD83 ❑ MONUMENT NOTES Q FOUND NAIL & TAG STAMPED 'R.C.E. 14614' ON TOP OF WALL PER M.B. 14411 -8 & P.M.B. 220127 -29, S48 °23'44 "E & 0.49' FROM CALCULATED SE COR. OF PARCEL 5, P.M.B. 220/27 -29. © FOUND 2" I.P. TAGGED 'R.C.E. 14614', DOWN 03, PER M.B. 144/1 -8 & P.M.B. 220/27 -29, S 89 °50'13" W & 165.58' FROM CALCULATED SE COR. OF PARCEL 5, P.M.B. 220127 -29. © FOUND 3" DISK STAMPED 'B.L.M. 2006, R.M., 1/4 S21, 63.1 FT. TO COW, FLUSH, PER B.L.M. DEPENDENT RESURVEY, JUNE 26, 2007. FOUND NOTHING. USED B.L.M. R.M. & NW SECTION COR. BY DIST. -DIST INTERSECTION TO ESTABLISH THE WEST 114 COR., SEC. 22, T 4 S, R 5 E. FOUND MAG NAIL & WASHER STAMPED 'L.S. 7232', FLUSH, PER C.R. 14/415, ACCEPTED FOR NW COR. SEC. 22, T 5 S, R 4 E. Q FOUND 3" DISK STAMPED B.L.M. 2006, 114, S15 -S22, T 4 S, R 5 E', DOWN 0.1', PER B.L.M. DEPENDENT RESURVEY, JUNE 26, 2007. 1 = 200' © FOUND 1" I.P. WITH PLUG STAMPED 'R.C.E. 23256', FLUSH, NO REF. ACCEPTED FOR E 114, SEC. 22, T 4 S, R 5 E. Q FOUND 2 "x2" HUB, DOWN 0.5', NO TAG, IN LIEU OF 2" I.P., M.B. 144/1 -8, ACCEPTED FOR CS1 /16. LEGEND 148.74' ­ INDICATES FOUND MONUMENT AS NOTED. { - -} INDICATES RECORD DATA PER R.S. 76/26. Q INDICATES SEARCHED, FOUND NOTHING. SET 1" I.P. WITH PLASTIC [ ] INDICATES RECORD DATA PER M.B. 144/1 -8. PLUG STAMPED T.S. 8880', FLUSH, UNLESS OTHERWISE NOTED. M N v v INDICATES RECORD DATA PER R.S. 30/22. Q INDICATES SEARCHED, FOUND NOTHING. SET NAIL &TAG STAMPED m 'L.S. 8880', DOWN 1.0' IN WALL FOOTING, UNLESS OTHERWISE NOTED. SFN INDICATES SEARCHED, FOUND NOTHING. ( -) INDICATES RECORD DATA PER PARCEL MAP N0, 31261, P.M.B. 220127 -29. BASIS OF BEARINGS < - - > INDICATES RECORD DATA PER UNITED STATES DEPARTMENT OF THE BASIS OF BEARINGS SHOWN ON THIS MAP INTERIOR, BUREAU OF LAND MANAGEMENT DATED JUNE 26, 2006. IS THE CENTERLINE OF RAMON ROAD PER PARCEL MAP NO. 31261, P.M.B 220127 -29, N 89 °58'14" E 2655.15' < N 89'52'50" E 2655.18'> (N 89 °58'14" E 2655.00') BEING N 89'58'14" E. (N89 2654.94') [ N 89 °52'40" E 2654.16'] << N 89 °52'40" E 2654.16'>> 1327:58' RAMON ROAD NW COR. (132150 ) SEC. 22, t 1327.47'1 T4 S,R5E [1327.08'] © 11 1327.5T 1 1 3 27 .50' ) { 1327 A7') [ ?327 n8' ) 663.79' ( 663.75') [663.54 N 89'58'14" E 663.77' (N89 663.73') 663. 663.75') qF [ 1 O N 1/4 [ to O 148.74' ­ o M � C c � O O M M N v v rn �2 m 0 o v R.S. 76126 m Z Z - io M SET NAIL & TAG ON TOP OF CURB. - PAR- C M O N N 4 aj O Z . NN O {� M (V N N CV O N n O Z Z " v m N v PARCEL 9 (148.67') Zz (200.00') M M 1326.72' o w N N (1326.65') o Z { 1326.66' ) Z o r [ 1326.33 o_ �� LL 0 0 ti o (N 89 °58'14" E 348.67) r N ao ' SFN Z Z v ZZ In v g �� c aim M I T MMM © °` \ O SFN 66336' 66x 3,33') cl; M Oi OiM MM 71r M N 662.93' ( 662.90') � 2 W 1/4 1325.86 (1325.81) arty SFN 11325.85') [1325.581 1325.86' ( 1325.80') { 1325.85'1 [ 1325.57'1 2651.72' (2651.6l') { N 89 °58'38" E 2651.70') (2651.15'j <<2651.15' >> Q N 89 °57'39" E 5303.26 (N89 5303.31') << N 89'51'15" E 5302.31'>> ' Q n n in M M M ? M O o � Z M v � in b N M M O N Z V M (O O N O O z O b� - o � 0 v rn M (V � m M � N O U Q N J N A C 11" 5F LA E 1/4 2651.54' ( 2651.70' j [2651.59'] F << 2651.16' 06 a M M y CIS 1116 275.02' ( 275.00') 148.74' ­ 200.01' 1 0 (148.73') o c 1-r, DOWN 1.0' SET NAIL & TAG ON TOP OF CURB. 6 N N PAR. PAR- 2 _ NN O {� M 148.61' ° ° 199.90' v N PARCEL 9 (148.67') Zz (200.00') P.M.B. 220727 -29 Z o N 89 °58'15" E 348.51' 0 0 ti o (N 89 °58'14" E 348.67) r N ao ' M Z Z v t(� M PARCEL 4 In v g M W c N °° P.M.B. 220727 -29 N Z Z �� N 275.31' (275.20') .'�- 348.32' (348.18') .�- N ° N 89 °58'21" E 663.65' (N 89 °5814" E 663.38') - r ° Z v M 'ET NAIL & TAG ON TOP OF 8' HIGH WALL. ° O W � M N r PARCEL 5 3: P.M.B. 220127 -29 T. o 0 rn o , Z 1326.72' (1326.66) (1326.66') 663.36' ( 663.33') 1663.17 N 89 °57'57" E 2653.44' ( N 89 2653.31' ) (N 89 °59'01" E 2653.32') TR. NO. 19355 -1 M.B. 14411 -8 662.93' ( 662.90') Page 2 of 2