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cr17_0571CORNER RECORD ity of Brief Legal Description Agency Index CR170307 Document Number INDIO County of RIVERSIDE , California PORTION OF THE SW 1/4, SW 1/4 OF SEC. 19, T5S., R.8E., S.B.M. CORNER TYPE COORDINATES (Optional) N. E. Government Corner Control Elevation 19: Meander Property Units 17 Metric El U.S. Survey Foot -- + ----------- Rancho Other Horizontal Datum Zone Epoch Date X_j Date of Survey May 12, 2017 Vertical Datum Complies with Public Resources Code §§8801-8819 Complies with Public Resources Code §§8890-8902 PLS Act Ref.: 8765(d) 11 8771 11 8773 ElOther: Corner/ ® Left as found ❑ Established 1:1 Rebuilt N Pre -Construction Monument: El Found and tagged ❑ Reestablished EIReferenced 11 Post -Construction Narrative of corner identified and monument as found, set, reset, replaced, or removed: ❑✓ See sheet #2 for description(s): SURVEYOR'S STATEMENT This Corner Record was prepared by me or under my direction in conformance with the Professional Land Surveyors' Act on August 16, 2017 Signed CA4rLak H&rrk P.L.S. or RXXK. No. 4989 �ONP%_ LANA s\ G �4 CHARLES R. HARRIS No. 4989 \�F OF CAS-�F��/ COUNTY SURVEYOR'S STATEMENT This Corner Record was received and examined and filed 7 g Si ned P.L.S. or XR.- No. Title County Surveyor's Comment 12-31 48 BPELSG-2016 Page 1 of 2 Document Number / /" y N 89'56'50°E - 433.67' 6'50°E`433.67' 89'54'05" W . - E'LY R/W LINE 30.00' Index CR170307 �SWY1�4E 4 (N 89`57'31" E 433.61') 5 SW 1 /4, N 89'56'50" E 433.67 SEC. 19 65.46' 403.67'(403.61') 65.31' (94.22') 94.21' 6 01, N 89'54'05" W 470.02' (N 89`53'33" W 469.97') � 3 6 mss. 0>. JX00 �y1+ /C O ' > 4� G SW'LY LINE CVWD STORMWATER Off. CHANNEL S'LY LINE SEC. 19 1298.83' N 89'54'03" W 1328.83'(N 89'54'03" W 1328.91' ....��.. BASIS OF BEARINGS DETAIL NOT TO SCALE E'LY LINE SW 1 /4, SW 1/4, SEC. 19 ❑1 FD. GIN SPIKE AND WASHER STAMPED "LS 5479" FLUSH, PER CR 17-0321, ACCEPTED AS THE SW CORNER OF SEC. 19. 2] FD. NAIL AND TAG STAMPED "RCE 24951", FLUSH, PER RS 110/94-95, ACCEPTED AS THE INT -X OF THE S'LY LINE OF SEC. 19 AND E'LY R/W LINE OF VAN BUREN STREET. 3] FD. 1 " IP W/PP STAMPED "RCE 24951", DN. 0.2', PER RS 110/94-95, ACCEPTED AS A POINT ON THE E'LY R/W LINE OF VAN BUREN STREET. ® FD. CW STAMPED "LS 4664", PER CR 17-0321, ACCEPTED AS THE NW CORNER OF THE SW 1/4 OF THE SW 1/4 OF SEC. 19. F5 FD. 1" IP WIPP STAMPED "RCE 24951", FLUSH, PER RS 110/94-95, ACCEPTED AS A POINT ON THE SOUTHWESTERLY LINE OF THE CVWD STORMWATER CHANNEL AND THE WILY LINE OF THE SW 1/4 OF THE SW 1/4 OF SEC. 19. © FD. 1" IP W/PP STAMPED "RCE 24951", DN. 0.2', PER RS 110/94-95, ACCEPTED AS A POINT ON THE SOUTHWESTERLY LINE OF THE CVWD STORMWATER CHANNEL. 7❑ FD. 1" IP W/PP STAMPED "RCE 24951", FLUSH PER RS 110/94-95, ACCEPTED AS THE INT -X OF THE SOUTHWESTERLY LINE OF THE CVWD STORMWATER CHANNEL AND THE E'LY LINE OF THE SW 1/4, OF THE SW 1/4 OF SEC. 19. ® FD. 3" BR. DSK. STAMPED BLM "W 1/16 S19/S30 1977" UP 0.4', PER RS 110/94-95. ACCEPTED AS THE SE CORNER OF THE SW 1/4 OF THE SW 1/4 OF SECTION 19. -�- NOTES: INDICATES FOUND MONUMENT AS NOTED. () INDICATES RECORD DATA PER RS 110/94-95. NOT TO SCALE THE BASIS OF BEARINGS IS THE SOUTHERLY LINE OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 8 EAST, S.B.M., AS SHOWN ON RECORD OF SURVEY, ON FILE IN BOOK 110, AT PAGES 94-94, OF RECORDS OF SURVEYS. TAKEN AS: N 89'54'03" W J.N. 1868 BPELSG-2016 Page 2 of 2 F3N I QD t�9 W N N lJJ - 00 NCO Z LLI cc o bio m0 O •—N 2 Zook o 44' 0) 30' 89'54'05" W . - E'LY R/W LINE 30.00' Index CR170307 �SWY1�4E 4 (N 89`57'31" E 433.61') 5 SW 1 /4, N 89'56'50" E 433.67 SEC. 19 65.46' 403.67'(403.61') 65.31' (94.22') 94.21' 6 01, N 89'54'05" W 470.02' (N 89`53'33" W 469.97') � 3 6 mss. 0>. JX00 �y1+ /C O ' > 4� G SW'LY LINE CVWD STORMWATER Off. CHANNEL S'LY LINE SEC. 19 1298.83' N 89'54'03" W 1328.83'(N 89'54'03" W 1328.91' ....��.. BASIS OF BEARINGS DETAIL NOT TO SCALE E'LY LINE SW 1 /4, SW 1/4, SEC. 19 ❑1 FD. GIN SPIKE AND WASHER STAMPED "LS 5479" FLUSH, PER CR 17-0321, ACCEPTED AS THE SW CORNER OF SEC. 19. 2] FD. NAIL AND TAG STAMPED "RCE 24951", FLUSH, PER RS 110/94-95, ACCEPTED AS THE INT -X OF THE S'LY LINE OF SEC. 19 AND E'LY R/W LINE OF VAN BUREN STREET. 3] FD. 1 " IP W/PP STAMPED "RCE 24951", DN. 0.2', PER RS 110/94-95, ACCEPTED AS A POINT ON THE E'LY R/W LINE OF VAN BUREN STREET. ® FD. CW STAMPED "LS 4664", PER CR 17-0321, ACCEPTED AS THE NW CORNER OF THE SW 1/4 OF THE SW 1/4 OF SEC. 19. F5 FD. 1" IP WIPP STAMPED "RCE 24951", FLUSH, PER RS 110/94-95, ACCEPTED AS A POINT ON THE SOUTHWESTERLY LINE OF THE CVWD STORMWATER CHANNEL AND THE WILY LINE OF THE SW 1/4 OF THE SW 1/4 OF SEC. 19. © FD. 1" IP W/PP STAMPED "RCE 24951", DN. 0.2', PER RS 110/94-95, ACCEPTED AS A POINT ON THE SOUTHWESTERLY LINE OF THE CVWD STORMWATER CHANNEL. 7❑ FD. 1" IP W/PP STAMPED "RCE 24951", FLUSH PER RS 110/94-95, ACCEPTED AS THE INT -X OF THE SOUTHWESTERLY LINE OF THE CVWD STORMWATER CHANNEL AND THE E'LY LINE OF THE SW 1/4, OF THE SW 1/4 OF SEC. 19. ® FD. 3" BR. DSK. STAMPED BLM "W 1/16 S19/S30 1977" UP 0.4', PER RS 110/94-95. ACCEPTED AS THE SE CORNER OF THE SW 1/4 OF THE SW 1/4 OF SECTION 19. -�- NOTES: INDICATES FOUND MONUMENT AS NOTED. () INDICATES RECORD DATA PER RS 110/94-95. NOT TO SCALE THE BASIS OF BEARINGS IS THE SOUTHERLY LINE OF SECTION 19, TOWNSHIP 5 SOUTH, RANGE 8 EAST, S.B.M., AS SHOWN ON RECORD OF SURVEY, ON FILE IN BOOK 110, AT PAGES 94-94, OF RECORDS OF SURVEYS. TAKEN AS: N 89'54'03" W J.N. 1868 BPELSG-2016 Page 2 of 2