Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
rs159_060-062
g 9 � o C/L JEFFERSON �-' STREET "� j 26'01 "W(R) I` W z 0 I v to U �►� �►� � O+ CTO �_ i _1T1 Lo0)(I d- toko N N (14 (0 Cy) 000l zzzlA V w u� N ILr) to IN I� 1 I I 8 9 17 16 L15 L15ON U N Z ti6s. F� SSS sr �, Q rSs SS9 06, 06 `30 \ � 06., A2•, F IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY OF PARCELS "A", "B" AND "C", AS SHOWN ON CERTIFICATE OF COMPLIANCE (LOT LINE ADJUSTMENT) NO. 2017-04, RECORDED 4/19/2017 AS INSTRUMENT NO. 2017-0144674, OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING A PORTION OF THE SOUTHWEST QUARTER (SW1/4) OF SECTION 9 AND A PORTION OF THE NORTH HALF (N1/2) OF SECTION 16, BOTH IN T.5S., R. 7E. S.B.M., CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA COACHELLA VALLEY ENGINEERS JULY, 2021 DATE OF FIELD SURVEY: JANUARY, 2021 LINE TABLE LINE TAB SURVEYOR'S STATEMENT SURVEY INFORMATION L171 B \L16 �-) / \ ,*N89'1 4'41 "E 2649.94'** {N89°14'25"E 2649.61') \ SECTION LINE [N89' 14'41 "E 2650.03'] (N89 -14'25"E 2649.58) N89°14'19"E- 2649.59' 1585.58' SURVEYOR'S NOTES 2210.23' (2210.78') P.M. 235/8-13 *ss9 S• A SS9° 6SS„ • �• R F "700 • 996 �S 0 P.M. 169/5-8 X o`er Co 4 4k* � / JPS SH L6 L4 - - L5 E :� 2 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION /N CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST OF COMMERCE CONSTRUCTION CO. L.P., IN DECEMBER, 2020. f SAO A ND s _ DATED= V (►L�/ J L.S. 6532 MAIV v RK A. TURNER I J Exp. 6/30/23\�\ L.S. 6532 EXP. DATE 06/30/23 ��\ O .F OF CIAv\li II COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSION,4L LAND SURVEYORS' MCG ACT THIS 17 DAYOF 1U(fn , 2022. No. 8488 DAVID L. MCMILLAN, COUNTY SURVEYOR * Exp. 2-31-22 P.L.S. 8488 EXP. DATE 12/31/22 BASIS OF BEARINGS �qc� CA��F��\ THE PURPOSE OF THIS RECORD OF SURVEY IS TO ESTABLISH AND MONUMENT THE EXTERIOR BOUNDARY OF THE PARCELS SHOWN ON CERTIFICATE OF COMPLIANCE (LOT LINE ADJUSTMENT) NO. 2017-04, RECORDED 4/11/2017 AS INSTRUMENT NO. 2017-0144674, O. R., AND DESCRIBED IN A GRANT DEED RECORDED 5/3/2017 AS DOCUMENT NO. 2017-0177052, O.R. PRIOR TO OUR SURVEY, WE WERE UNABLE TO OBTAIN ANY MAPS OR RECORD DOCUMENTS WHICH INCLUDED BOTH THE CENTERLINE OF INDIO BOULEVARD AND ITS NORTHERLY RIGHT OF WAY. THE HIGHWAY GRANT DEEDS WE OBTAINED FOR INDIO BOULEVARD REFERENCE A DEPARTMENT OF PUBLIC WORKS SURVEY FROM MYOMA TO TWO (2) MILES WEST OF INDIO, ROAD XI-RIV-26-E. AFTER SIGNIFICANT EFFORT, WE WERE UNABLE TO OBTAIN SAID MAP. THE CENTERLINE OF INDIO BOULEVARD IN THE HIGHWAY GRANT DEEDS DOES NOT APPEAR TO MATCH ANY OF THE RECORD DOCUMENTATION WE DID OBTAIN. WE ULTIMATELY DETERMINED THAT THE SOUTHERLY BOUNDARY OF THE SUBJECT PROPERTY IS NOT CONCENTRIC WITH THE CURRENT CENTERLINE OF INDIO BOULEVARD. TO ESTABLISH THE CENTERLINE OF INDIO BOULEVARD, FROM MADISON STREET TO APPROXIMATELY THE BURR STREET INTERSECTION, WE FOUND MONUMENTS 1, L, M & R AND USED R/S 147/89-90 AND C.R. 08-0839 FOR REFERENCES. CONTINUING NORTHERLY THROUGH MONUMENTS B, T, U, V & W, WE USED P.M. 16915-8, P.M. 235/8-13 AND RIV CO. RIGHT OF WAY MONUMENTATION MAP RWO0304 FOR REFERENCES TO ESTABLISH THE 'SOUTHERLY BOUNDARY OF THE SUBJECT PROPERTY (NORTHERLY RIGHT OF WAY OF INDIO BOULEVARD), WE USED THE HIGHWAY GRANT DEEDS BK. 268, PG. 114, BK. 270, PG_ 12 AND BK. 268, PG. 311 FOR REFERENCES. GRAPHIC SCALE 150 300 600 THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED ON THE EAST 300 i LINE OF THE NORTHEAST QUARTER (NE1/4) OF SECTION 16, T.5S., R_ 7E. S.B.M., BEING ALSO THE CENTERLINE OF MADISON STREET, AS SHOWN ON A RECORD OF SURVEY, FILED 1N R.S. BOOK 147, PAGES 89-90, O.R. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. BEING: S00°04 38"E C/ L 42ND AVENUE **N89°14'41 "E 2649.94'** SECTION LINE €N89`15'59"E 2650.16' [N89`14'41 'EE 2650,02] 9 S E (N89°15'56"E 2650.14') _ N89`15'54"E 2650.21' L7 L8 16 19.09 AC., # P e • INDICATES FOUND MONUMENT, AS NOTED , 4 / O '� & NO O SET 1"I.P. STAMPED R y Vq �O CURVE LINE BEARING DISTANCE LINE BEARING DISTANCE Ll S00'04 38 E 58.28 L9 S7636 30 E 522.68 L 1 _§00'04 38 E 58.31 L9 S76'38 48 E 522.95 L 1 S00'04 30 E 58.31 L10 N00'33 59 410.00 L2 S00'04 38 E 116.62 <L 10> N00'33 56 410.04 L2 S00'04 38 E 116.63 L 11 S53'27 34 E 384.77 L3 S00'04 38 E 69.64 <L 11 > S5327'11 E 384.85 L3 S00'04 38 E 69.65 L12 S53'27 34 E -90-. 6-9 L4 N89' 14 19 E 95.29 <L12> S53'27 11 E 80.70 *L4* N89' 14 22 E 95.30 L13 S24'07 06 E 364.02 L5 N89' 14 19 E 190.58 <L 13> S24'06 12 E 363.85 L5 N89' 14 25 E 190.55 L 14 S24'07 06 E 304.83 L6 N89' 14 19 E 95.29 <L 14> S24'06 12 E 304.39 L6 N89' 14 25 E 94.77 L15 N3632 26 E 8.00 L6 N89' 14 25 E 95.29 <L 15> N36'32 49 E 8.00 L7 N89' 14 19 E 153.49 L 16 N65'52 54 E 23.00 (L7)_N89' 14 25 E 153.43 <L 16> N6553 58 E 23.00 L7 N89' 14 25 E 153.55 L17 N65'52 54 E 25.00 L8 N89' 15 54 E 342.79 <L 17> N65'53 58 E 25.00 L8 N89'15 '56-E 342.78 EASEMENT FOR AVIGATION PURPOSES PER INST. NO. 346062, L171 B \L16 �-) / \ ,*N89'1 4'41 "E 2649.94'** {N89°14'25"E 2649.61') \ SECTION LINE [N89' 14'41 "E 2650.03'] (N89 -14'25"E 2649.58) N89°14'19"E- 2649.59' 1585.58' SURVEYOR'S NOTES 2210.23' (2210.78') P.M. 235/8-13 *ss9 S• A SS9° 6SS„ • �• R F "700 • 996 �S 0 P.M. 169/5-8 X o`er Co 4 4k* � / JPS SH L6 L4 - - L5 E :� 2 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION /N CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS' ACT, AT THE REQUEST OF COMMERCE CONSTRUCTION CO. L.P., IN DECEMBER, 2020. f SAO A ND s _ DATED= V (►L�/ J L.S. 6532 MAIV v RK A. TURNER I J Exp. 6/30/23\�\ L.S. 6532 EXP. DATE 06/30/23 ��\ O .F OF CIAv\li II COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSION,4L LAND SURVEYORS' MCG ACT THIS 17 DAYOF 1U(fn , 2022. No. 8488 DAVID L. MCMILLAN, COUNTY SURVEYOR * Exp. 2-31-22 P.L.S. 8488 EXP. DATE 12/31/22 BASIS OF BEARINGS �qc� CA��F��\ THE PURPOSE OF THIS RECORD OF SURVEY IS TO ESTABLISH AND MONUMENT THE EXTERIOR BOUNDARY OF THE PARCELS SHOWN ON CERTIFICATE OF COMPLIANCE (LOT LINE ADJUSTMENT) NO. 2017-04, RECORDED 4/11/2017 AS INSTRUMENT NO. 2017-0144674, O. R., AND DESCRIBED IN A GRANT DEED RECORDED 5/3/2017 AS DOCUMENT NO. 2017-0177052, O.R. PRIOR TO OUR SURVEY, WE WERE UNABLE TO OBTAIN ANY MAPS OR RECORD DOCUMENTS WHICH INCLUDED BOTH THE CENTERLINE OF INDIO BOULEVARD AND ITS NORTHERLY RIGHT OF WAY. THE HIGHWAY GRANT DEEDS WE OBTAINED FOR INDIO BOULEVARD REFERENCE A DEPARTMENT OF PUBLIC WORKS SURVEY FROM MYOMA TO TWO (2) MILES WEST OF INDIO, ROAD XI-RIV-26-E. AFTER SIGNIFICANT EFFORT, WE WERE UNABLE TO OBTAIN SAID MAP. THE CENTERLINE OF INDIO BOULEVARD IN THE HIGHWAY GRANT DEEDS DOES NOT APPEAR TO MATCH ANY OF THE RECORD DOCUMENTATION WE DID OBTAIN. WE ULTIMATELY DETERMINED THAT THE SOUTHERLY BOUNDARY OF THE SUBJECT PROPERTY IS NOT CONCENTRIC WITH THE CURRENT CENTERLINE OF INDIO BOULEVARD. TO ESTABLISH THE CENTERLINE OF INDIO BOULEVARD, FROM MADISON STREET TO APPROXIMATELY THE BURR STREET INTERSECTION, WE FOUND MONUMENTS 1, L, M & R AND USED R/S 147/89-90 AND C.R. 08-0839 FOR REFERENCES. CONTINUING NORTHERLY THROUGH MONUMENTS B, T, U, V & W, WE USED P.M. 16915-8, P.M. 235/8-13 AND RIV CO. RIGHT OF WAY MONUMENTATION MAP RWO0304 FOR REFERENCES TO ESTABLISH THE 'SOUTHERLY BOUNDARY OF THE SUBJECT PROPERTY (NORTHERLY RIGHT OF WAY OF INDIO BOULEVARD), WE USED THE HIGHWAY GRANT DEEDS BK. 268, PG. 114, BK. 270, PG_ 12 AND BK. 268, PG. 311 FOR REFERENCES. GRAPHIC SCALE 150 300 600 THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED ON THE EAST 300 i LINE OF THE NORTHEAST QUARTER (NE1/4) OF SECTION 16, T.5S., R_ 7E. S.B.M., BEING ALSO THE CENTERLINE OF MADISON STREET, AS SHOWN ON A RECORD OF SURVEY, FILED 1N R.S. BOOK 147, PAGES 89-90, O.R. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. BEING: S00°04 38"E C/ L 42ND AVENUE **N89°14'41 "E 2649.94'** SECTION LINE €N89`15'59"E 2650.16' [N89`14'41 'EE 2650,02] 9 S E (N89°15'56"E 2650.14') _ N89`15'54"E 2650.21' L7 L8 16 19.09 AC., # P e • INDICATES FOUND MONUMENT, AS NOTED , 4 / O '� & NO O SET 1"I.P. STAMPED R y Vq �O CURVE L.S.1CATES 653Z FLUSH, UNLESS OTHERTWISELUG NOTED LENGTH 'i40 TANGENT Cl 2555.00 G`�I P.M. 235/8-13 o ( ) INDICATES RECORD DATA PER RECORD OF SURVEY, cc 1 CCF' R.S. 147/89-90, O.R_ COUNTY OF RIVERSIDE W 0 EASEMENT NOTES ( ] INDICATES RECORD DATA PER P.M. NO. 25941, P.M. 169/5-8, 52'29 35 P.M. 169/5-8 a F O.R. COUNTY OF RIVERSIDE O1 RIGHTS OF WAY, RESERVATIONS, CONDITIONS AND 615.25 C2 4000.00 RESTRICTIONS, AS CONTAINED IN THE DEED FROM SOUTHERN { } INDICATES RECORD DATA PER CALTRANS MONUMENT MAP C10 PACIFIC RAILROAD COMPANY, A CORPORATION, TO SUSAN R. 157.69 NO. A302 0037/001-020, RIV. CO. FILE NO. 2041715-734. 78.85 WEARE, REC. 2/25/1907 IN BK. 238, PG. 307 OF DEEDS. 11558.94 DISTANCES SHOWN ARE GRID DISTANCES. MULTIPLY BY 00'46 54 Cn '000 C 11 1.0000224 TO OBTAIN GROUND DISTANCES. O CIL OF AN EASEMENT FOR PUBLIC UTILITIES & INCIDENTAL < > INDICATES RECORD DATA PER RIV. CO. RIGHT OF WAY 853.00 PURPOSES PER BK. 315, PG. 398, REC. 12/30/1910, O.R. 52'53 15 MONUMENTATION MAP RW000304. DISTANCES SHOWN ARE GRID DISTANCES. MULTIPLY BY 1.00001715 TO OBTAIN O CIL OF AN EASEMENT FOR PUBLIC UTILITIES & INCIDENTAL 377.79 GROUND DISTANCES. 191.98 PURPOSES PER BK. 326, PG_ 18, REC. 12/30/1910, O.R. * * INDICATES RECORD DATA PER LOT LINE ADJUSTMENT NO. O4 CIL OF AN EASEMENT FOR ELECTRIC & TELEPHONE LINES C13 2017-04, REC. 4/11/2017 AS DOC. NO. 2017-0144674. 436.82 PER BK 336, PG. 510, REC. 8/30/1937, O.R. (( )) INDICATES RECORD DATA PER GRANT DEED FOR HIGHWAY, O RIGHTS OF WAY, RESERVATIONS, CONDITIONS AND TT2_ 0 59 REC. 2/28/1936, BK 268, PG 311 C14 RESTRICTIONS, AS CONTAINED IN THE DEED FROM COACHELLA (( 11 INDICATES RECORD DATA PER GRANT DEED FOR HIGHWAY, 90.56 VALLEY COUNTY WATER DISTRICT TO THE ESTATE OF W. W. 2452.0 i REC. 2/21/1936, BK 270, PG 12 14 23 WEARE, RECORDED 9/22/1945 IN BK. 694, PG. 532, O.R. {{ }} INDICATES RECORD DATA PER GRANT DEED FOR HIGHWAY, O6 60' EASEMENT FOR PIPELINES AND INGRESS & EGRESS REC. 2/17/1936, BK 268, PG 114 PER BK. 1766, PG. 340, REC_ 7/14/1955, O.R. << >> INDICATES RECORD DATA PER C.R. NO. 08-0389, O.R_ COUNTY O7 40' EASEMENT FOR ROAD PURPOSES AS DEPICTED ON A RECORD OF RIVERSIDE OF SURVEY, REC. IN BK. 8, PG. 26 OF RECORDS OF SURVEY. ** ** INDICATES RECORD DATA PER P.M_ NO. 32910, P.M. 235/8-13, O.R_ COUNTY OF RIVERSIDE OS EASEMENT FOR AVIGATION PURPOSES PER INST. NO. 346062, REC. 12/7/1987, O.R. O.R. OFFICIAL RECORDS OF RIVERSIDE COUNTY O9 10' EASEMENT FOR UNDERGROUND COMMUNICATION C2 CENTERLINE PURPOSES PER INST. NO. 2000-113091, REC. 3/28/2000, O.R. c��TR q 4/1 \ moo X79 �qA 1 SEE \\.�•R• �SS99oR`S1'q 1 \ SS9 0, ► i SHEET 3 \ \ \ SS69p6O6s�2 F 3�8F 7 3S0 SQ 0 3sot-6' 0 \ 3 � J N I, Nv-rn R LO000 0) CURVE 0) I rnN C4 04 LENGTH LOLOLI TANGENT Cl 2555.00 2340.69 52'29 23 0)mm 1 cc 1 CCF' Ll ^^ z ^^ 1 W 0 -' 0 C) W mcc 2340.79 52'29 35 1259.77 a F 4000.00 1220.94r-17'29'19- 615.25 C2 4000.00 �I I 1 11 �I -1 -772-9 48 16 21 l ` \ R.S. 47/99 ( IN FEET ) 1 inch = 300 ft. S.P.R.R. RIGHT-OF-WAY ESTABLISHED AT 50' AND 150' OFFSETS FROM A STRAIGHT LINE BETWEEN MONUMENTS "D" AND "H" \ 9\1 10 16f t15 I m CURVE TABLE �I CURVE RADIUS LENGTH DELTA TANGENT Cl 2555.00 2340.69 52'29 23 1259.71 = 2555.00 2340.58 52'2914 1259.64 <C 1 > 2554.96 2340.79 52'29 35 1259.77 C2 4000.00 1220.94r-17'29'19- 615.25 C2 4000.00 1221.50 -1 -772-9 48 � C10 11558.94 157.69 00'4654" 78.85 710 11558.94 157.69 00'46 54 Cn '000 C 11 853.00 787.46 52'53 35 424.30 <C 11 > 853.00 787.37 52'53 15 424.25 C12 862.00 377.79 25'06 40 191.98 <C 12> 862.00 377.77 25'06 36 191.97 C13 853.00 436.82 29720 28 223.31 <C13> 800-0- 436.95 TT2_ 0 59 223.38 C14 2452.01 181.03 04' 1348 90.56 <C 14> 2452.0 i -f8-1-.-4-4"r-04' 14 23 90.76 ( IN FEET ) 1 inch = 300 ft. S.P.R.R. RIGHT-OF-WAY ESTABLISHED AT 50' AND 150' OFFSETS FROM A STRAIGHT LINE BETWEEN MONUMENTS "D" AND "H" \ 9\1 10 16f t15 I m S9. \ SS9 0�� p6 7 .,\ L 1 s\F 9 S\ SNF L2 ��J \ SNF 00 00 16 � ( 15 2022 D 41 6q 5-1- 06_ 26 ,"A o SHEET 1 OF 3 SHEETS RECORDER'S STATEMENT FILED THIS2� V% A DAY OF V 120 * AT_Z_: LL__Q.M. IN BOOK RECORDS OF SURVEY, AT PAGE 4 n' V Z , AT THE REQUEST OF THE COUNTY SURVEYOR. NO. 2022 -20yj SgsZ FEE. 7 PETER AL ANA, ASSESSOR -COUNTY CLERK -RECORDER BY. DEPUTY MONUMENT NOTES ® FD. NAIL & RIV. CO. TRANS. WASHER, FLUSH, PER R.S. 147/89-90, ACC. AS NW COR. SEC. 16 © FD. 2 1/4" CAL. DIV. HWYS. BRASS DISC, DN. 0.2' IN 1 XV CONC. SLAB, PER P.M. 169/5-8, ACC. AS B.C. CIL INDIO BOULEVARD & STA. 437+99.39 © FD. 314" I.P. W/DIV. HWYS. TAG, DN. 1.3, PER R.S. 147/89-90, ACC. AS INT. OF S'LY RAN LINE 1-10, N'LY RM/ LINE SPRR & NORTH LINE OF SEC_ 16 FD. 3/4" I.P. W/DIV. HWYS. TAG, DN. 0.6; PER R.S. 147/89-90, ACC. AS INT. OF N'LY RAN LINE SPRR & NORTH LINE OF SEC. 16 FD. 3/4" I.P. W/DIV. HWYS. TAG, DN. 0. 1, PER R.S. 147/89-90, ACC. AS POINT ON S'LY RAN LINE 42ND AVE, WLY R/W LINE 1-10 & 30' SOUTH OF SEC. LINE FD. 2 112- BRASS DISC STAMPED L.S. 4420, DN. 0.8, PER R.S 147/89-90, ACC. AS POINT ON S'LY RNV LINE 42ND AVE, 30' SOUTH OF SEC. LINE © FD. 1-I.P. W/ILLEGIBLE TAG, DN. 0.8, IN LIEU OF 1"I.P. W/TAG COUNTY SURV, DN. 1. 1', PER R.S. 147/89-90, ACC_ AS NE COR. SEC. 16 ❑H FD. 1"I.P_ W/DIV. HWYS. PLASTIC PLUG, DN 1.5, PER R.S. 147/89-90, ACC. AS INT. OF N'LY R/W LINE SPRR & EAST LINE OF SEC. 16 a FD. 1 1/2" COPPERWELD STAMPED L.S. 7181, FLUSH, PER R.S. 147/89-90, ACC_ AS CIL INT. INDIO BOULEVARD & MADISON STREET. FD. 1/2" SQUARE ROD, NO TAG, DN. 1.2, PER R -S. 147/89-90, ACC. AS E1/4 COR. SEC. 16 �K FD. 1 1/2" COPPERWELD STAMPED R.C.E. 26401, FLUSH, PER R.S. 147/89-90, ACC. AS S114 COR. SEC. 16 © FD. 2 1/4" CAL. DIV. HWYS. BRASS DISC, DN. 1.2, PER R.S. 147/89-90, ACC_ AS EC_ CIL INDIO BOULEVARD ❑M FD. 314" I.P. W/TAG R.C.E. 6284, BENT W'LY, USED STRAIGHT PORTION OF I.P. DN. 0.6; PER R.S. 147/89-90, ACC. AS NW COR. PARCEL 6 OF R.S. 47/99 FD. 1-I.P. W/PLASTIC PLUG L.S. 4989, FLUSH, PER R.S 147/89-90, ACC. AS S'LY RAN LINE SPRR & NW'LY COR. PARCEL SHOWN ON R.S. 147/89-90 ❑Q FD. 1"I.P. W/PLASTIC PLUG L.S. 4989, FLUSH, PER R.S 147/89-90, ACC. AS STY RNV LINE SPRR & OFFSET TO ELY COR. PARCEL SHOWN ON R.S. 147/89-90 © FD. 1"I.P. W/PLASTIC PLUG L.S. 4989, FLUSH, PER R.S_ 147/89-90, LOCATED 0.44' NORTH OF SW'LY COR. PARCEL SHOWN ON R.S. 147/89-90 & N'LY R/W LINE INDIO BOULEVARD ® FD. 1"I.P. W/PLASTIC PLUG L.S_ 4989, UP 0.2, PER R.S. 147/89-90, LOCATED 0.47' NORTH OF N'LY RAN LINE INDIO BOULEVARD ® FD. CHISELED W" TIE IN TOP OF CURB ON MEDIAN ISLAND, PER C.R. 08-0389, USED TO ESTABLISH CIL INDIO BOULEVARD N114 COR. SEC_ 16 FALLS WITHIN 1-10 R/W. ESTABLISHED E -W POSITION USING PROPORTIONATE MEASUREMENTS PER R.S. 147/89-90 AND N -S POSITION PER FD. MONUMENTS -D-AND E" TO THE EAST & WEST, NOTHING SET OT FD. 1"LP. W/PLASTIC PLUG RIV. CO. TRANS, FLUSH, PER RIGHT OF WAY MONUMENTATION MAP RW000304, ACC. AS CIL JEFFERSON STREET & BOP STA. 29+99.85 FD. 1 * LP_ W/PLASTIC PLUG RIV. CO. TRANS, FLUSH, PER RIGHT OF WAY MONUMENTATION MAP RW000304, ACC. AS B.C. CIL JEFFERSON STREET & STA. 33+84.70 ❑U FD_ 1 " I.P. W/PLASTIC PLUG RIV. CO. TRANS, FLUSH, PER RIGHT OF WAY MONUMENTATION MAP RW000304, ACC. AS E.C. CIL JEFFERSON STREET & STA. 41+72.07 WW FD. 1-/.P. W/PLASTIC PLUG RIV. CO. TRANS, FLUSH, PER RIGHT OF WAY MONUMENTATION MAP RW000304, ACC. AS W1/4 COR. SEC. 9 & CIL JEFFERSON STREET STA. 45+82.11 81 9 AVENUE 46 9 110 SITE 8 9 9 10 17 16 0� '� 16 15 /Np o j � g m � 17116 16115 VICINITY MAP SEC'S. 9 & 16, T.5S., R.7E. S.B.M. N.T.S. SECTIONS 9 & 16, T.5S., R. 7E. RIV. CO. 21-206 �I cc i" � co N o rnrnrn Z � NNN -� O Lu ^ mo H � � O WLuw a 00 Lu ��o Cn '000 00o J S9. \ SS9 0�� p6 7 .,\ L 1 s\F 9 S\ SNF L2 ��J \ SNF 00 00 16 � ( 15 2022 D 41 6q 5-1- 06_ 26 ,"A o SHEET 1 OF 3 SHEETS RECORDER'S STATEMENT FILED THIS2� V% A DAY OF V 120 * AT_Z_: LL__Q.M. IN BOOK RECORDS OF SURVEY, AT PAGE 4 n' V Z , AT THE REQUEST OF THE COUNTY SURVEYOR. NO. 2022 -20yj SgsZ FEE. 7 PETER AL ANA, ASSESSOR -COUNTY CLERK -RECORDER BY. DEPUTY MONUMENT NOTES ® FD. NAIL & RIV. CO. TRANS. WASHER, FLUSH, PER R.S. 147/89-90, ACC. AS NW COR. SEC. 16 © FD. 2 1/4" CAL. DIV. HWYS. BRASS DISC, DN. 0.2' IN 1 XV CONC. SLAB, PER P.M. 169/5-8, ACC. AS B.C. CIL INDIO BOULEVARD & STA. 437+99.39 © FD. 314" I.P. W/DIV. HWYS. TAG, DN. 1.3, PER R.S. 147/89-90, ACC. AS INT. OF S'LY RAN LINE 1-10, N'LY RM/ LINE SPRR & NORTH LINE OF SEC_ 16 FD. 3/4" I.P. W/DIV. HWYS. TAG, DN. 0.6; PER R.S. 147/89-90, ACC. AS INT. OF N'LY RAN LINE SPRR & NORTH LINE OF SEC. 16 FD. 3/4" I.P. W/DIV. HWYS. TAG, DN. 0. 1, PER R.S. 147/89-90, ACC. AS POINT ON S'LY RAN LINE 42ND AVE, WLY R/W LINE 1-10 & 30' SOUTH OF SEC. LINE FD. 2 112- BRASS DISC STAMPED L.S. 4420, DN. 0.8, PER R.S 147/89-90, ACC. AS POINT ON S'LY RNV LINE 42ND AVE, 30' SOUTH OF SEC. LINE © FD. 1-I.P. W/ILLEGIBLE TAG, DN. 0.8, IN LIEU OF 1"I.P. W/TAG COUNTY SURV, DN. 1. 1', PER R.S. 147/89-90, ACC_ AS NE COR. SEC. 16 ❑H FD. 1"I.P_ W/DIV. HWYS. PLASTIC PLUG, DN 1.5, PER R.S. 147/89-90, ACC. AS INT. OF N'LY R/W LINE SPRR & EAST LINE OF SEC. 16 a FD. 1 1/2" COPPERWELD STAMPED L.S. 7181, FLUSH, PER R.S. 147/89-90, ACC_ AS CIL INT. INDIO BOULEVARD & MADISON STREET. FD. 1/2" SQUARE ROD, NO TAG, DN. 1.2, PER R -S. 147/89-90, ACC. AS E1/4 COR. SEC. 16 �K FD. 1 1/2" COPPERWELD STAMPED R.C.E. 26401, FLUSH, PER R.S. 147/89-90, ACC. AS S114 COR. SEC. 16 © FD. 2 1/4" CAL. DIV. HWYS. BRASS DISC, DN. 1.2, PER R.S. 147/89-90, ACC_ AS EC_ CIL INDIO BOULEVARD ❑M FD. 314" I.P. W/TAG R.C.E. 6284, BENT W'LY, USED STRAIGHT PORTION OF I.P. DN. 0.6; PER R.S. 147/89-90, ACC. AS NW COR. PARCEL 6 OF R.S. 47/99 FD. 1-I.P. W/PLASTIC PLUG L.S. 4989, FLUSH, PER R.S 147/89-90, ACC. AS S'LY RAN LINE SPRR & NW'LY COR. PARCEL SHOWN ON R.S. 147/89-90 ❑Q FD. 1"I.P. W/PLASTIC PLUG L.S. 4989, FLUSH, PER R.S 147/89-90, ACC. AS STY RNV LINE SPRR & OFFSET TO ELY COR. PARCEL SHOWN ON R.S. 147/89-90 © FD. 1"I.P. W/PLASTIC PLUG L.S. 4989, FLUSH, PER R.S_ 147/89-90, LOCATED 0.44' NORTH OF SW'LY COR. PARCEL SHOWN ON R.S. 147/89-90 & N'LY R/W LINE INDIO BOULEVARD ® FD. 1"I.P. W/PLASTIC PLUG L.S_ 4989, UP 0.2, PER R.S. 147/89-90, LOCATED 0.47' NORTH OF N'LY RAN LINE INDIO BOULEVARD ® FD. CHISELED W" TIE IN TOP OF CURB ON MEDIAN ISLAND, PER C.R. 08-0389, USED TO ESTABLISH CIL INDIO BOULEVARD N114 COR. SEC_ 16 FALLS WITHIN 1-10 R/W. ESTABLISHED E -W POSITION USING PROPORTIONATE MEASUREMENTS PER R.S. 147/89-90 AND N -S POSITION PER FD. MONUMENTS -D-AND E" TO THE EAST & WEST, NOTHING SET OT FD. 1"LP. W/PLASTIC PLUG RIV. CO. TRANS, FLUSH, PER RIGHT OF WAY MONUMENTATION MAP RW000304, ACC. AS CIL JEFFERSON STREET & BOP STA. 29+99.85 FD. 1 * LP_ W/PLASTIC PLUG RIV. CO. TRANS, FLUSH, PER RIGHT OF WAY MONUMENTATION MAP RW000304, ACC. AS B.C. CIL JEFFERSON STREET & STA. 33+84.70 ❑U FD_ 1 " I.P. W/PLASTIC PLUG RIV. CO. TRANS, FLUSH, PER RIGHT OF WAY MONUMENTATION MAP RW000304, ACC. AS E.C. CIL JEFFERSON STREET & STA. 41+72.07 WW FD. 1-/.P. W/PLASTIC PLUG RIV. CO. TRANS, FLUSH, PER RIGHT OF WAY MONUMENTATION MAP RW000304, ACC. AS W1/4 COR. SEC. 9 & CIL JEFFERSON STREET STA. 45+82.11 81 9 AVENUE 46 9 110 SITE 8 9 9 10 17 16 0� '� 16 15 /Np o j � g m � 17116 16115 VICINITY MAP SEC'S. 9 & 16, T.5S., R.7E. S.B.M. N.T.S. SECTIONS 9 & 16, T.5S., R. 7E. RIV. CO. 21-206 L17 L16 * Z \ o \ o; 4- \ �S-'• v'NNCA O \ \ Lo O \ PARCEL "C" s \ 'p PIPELINE EASEMENT LIMITS DETERMINED \ FROM TELECOMMUNICATION LINE LOCATED BY GPR INVESTIGATION. GPR OBSERVED FAINT READINGS OF A SECOND ANOMALY BELOW TELECOMMUNICATION LINE **N89'14'41 "E 2649.94'** €N89' 14'25 "E 2649.6 1 'j [N89' 14'41 E 2650.03'] (N89' 14'25 "E 2649.58) f- N89' 14' 19 "E 26_49.59' _ 1585.58' ((1585.38)) ((1585.38 ]] 2210.23' (2210.78) 52'29 14 P.M. 235/8-13 VSs SSs90 G3 > Sg. 6• O F ?> S3 *SSg. S`S9• 06S �23 F fop 996 7S IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY 2o2Z - o ql 9q S2 0� SHEET 2 OF 3 SHEETS OF PARCELS "A- "B"AND "C", AS SHOWN ON CE=RTIFICATE OF COMPLIANCE (LOT LINE ADJUSTMENT) NO. 2017-04, RECORDED 4/11/2017 AS INSTRUMENT NO. 2017-0144674, OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING A PORTION OF THE SOUTHWEST QUARTER (SW1/4) OF SECTION 9 AND A PORTION OF THE NORTH HALF (N1/2) OF SECTION 16, BOTH IN T.5S., R.7E. S.B.M., CITY OF INDIO,, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA COACHELLA VALLEY ENGINEERS JULY, 2021 DATE OF FIELD SURVEY.- JANUARY, 2021 TELECOMMUNICATION EASEMENT DETERMINED BY UNDERGROUND LINE LOCATION, LOCATED BY GPR INVESTIGATION ON 3/31/21 6 _ t -_- L \ - o - 9 \ N'LY R/W INDIO BLVD. PER BK 268, PG 311, REC. 2/28/ 1936 g PARCEL "A" SECTION LINE s Ate. ,1j 0 ROAD VACATION, BK 2793, PG 128, REC. 11/1/1960 / h0 1N�, 040 Tq �F r0 h0 00 N89' 14' 19' E 4*N89* 14'22 "E* 95.29' *95.30'* 190.58 - - (190.55) PARCEL "B" o � \ NTY R/W INDIO BLVD. PER BK 270, PG 12, REC. 2/21/1936 8 95.29' (94.77') 195.29'1 19.09 AC., ± 153.49' (153.43;) €153.55 1 GRANT DEED P.M. 169/5-8 c� REC:. 5/3/2017 / \ PARCEL "C" DOC. NO. 2017-0177052 c C.O.C. � S L.L.A. 2017.04 REC. 4/11/2017 / DOC. NO. 2017.0144674 yh°' h�O 4c 4p46 410 \ 4( 41t G 444,0 GRAPHIC SCALE P.M. 235/8-13 100 0 50 100 200 300 ( IN FEET ) P.M. 169/5-8 1 inch = 100 ft. Cq�TRq o/v X79 -110 CURVETABLE s� CURVE Cl 2555.00 2340.69 52'29 23 1259.71 C 1 2555.00 2340.58 52'29 14 1259.64 <C 1 > 2554.96 2340.79 3-2729 35 1259.77 C2 4000.00 1220.94 17-2919 615.25 C2 4000.00 1221.50 17-29-48- 7-29 48C3 rn Q 2450.00 1893.06 44' 16 16 996.62 *C3* 2450.00 1894.40r -4:W'1809 C4 2450.00 387.64 9'03 55 194.22 *C4* 2450.00 387.22 9'03 20 C4 2450.00 387.64 9-03'55- '03 55C5 Q) 05 2450.00 1293.39 30' 14 50 662.15 *C5* 2450.00 1295.49 -30'l 7 47 C5 U 2450.00 1296.73 30 19-3 1 O C6 2450.00 212.03 4'57 31 106.08 *C6* 2450.00 211.69 4'57 02 8 C6 2450.00 210.03 4'54 43 C7 2555.00 1200.98 26'55 55 611.80 <C7> 2554.96 1200.55 26'55 22 611.57 C8 2555.00 946.34 21 ' 13 17 478.65 **C8** 2555.00 946.52 2!' 13 32 C9 2555.00 193.37 4'2-5-9-1 96.73 C15 2450.00 155.24 3'375 0 77.65 C 16 2450.00 165.22 3'51 50 82.64 VSs SSs90 G3 > Sg. 6• O F ?> S3 *SSg. S`S9• 06S �23 F fop 996 7S IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY 2o2Z - o ql 9q S2 0� SHEET 2 OF 3 SHEETS OF PARCELS "A- "B"AND "C", AS SHOWN ON CE=RTIFICATE OF COMPLIANCE (LOT LINE ADJUSTMENT) NO. 2017-04, RECORDED 4/11/2017 AS INSTRUMENT NO. 2017-0144674, OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING A PORTION OF THE SOUTHWEST QUARTER (SW1/4) OF SECTION 9 AND A PORTION OF THE NORTH HALF (N1/2) OF SECTION 16, BOTH IN T.5S., R.7E. S.B.M., CITY OF INDIO,, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA COACHELLA VALLEY ENGINEERS JULY, 2021 DATE OF FIELD SURVEY.- JANUARY, 2021 TELECOMMUNICATION EASEMENT DETERMINED BY UNDERGROUND LINE LOCATION, LOCATED BY GPR INVESTIGATION ON 3/31/21 6 _ t -_- L \ - o - 9 \ N'LY R/W INDIO BLVD. PER BK 268, PG 311, REC. 2/28/ 1936 g PARCEL "A" SECTION LINE s Ate. ,1j 0 ROAD VACATION, BK 2793, PG 128, REC. 11/1/1960 / h0 1N�, 040 Tq �F r0 h0 00 N89' 14' 19' E 4*N89* 14'22 "E* 95.29' *95.30'* 190.58 - - (190.55) PARCEL "B" o � \ NTY R/W INDIO BLVD. PER BK 270, PG 12, REC. 2/21/1936 8 95.29' (94.77') 195.29'1 19.09 AC., ± 153.49' (153.43;) €153.55 1 GRANT DEED P.M. 169/5-8 c� REC:. 5/3/2017 / \ PARCEL "C" DOC. NO. 2017-0177052 c C.O.C. � S L.L.A. 2017.04 REC. 4/11/2017 / DOC. NO. 2017.0144674 yh°' h�O 4c 4p46 410 \ 4( 41t G 444,0 GRAPHIC SCALE P.M. 235/8-13 100 0 50 100 200 300 ( IN FEET ) P.M. 169/5-8 1 inch = 100 ft. Cq�TRq o/v X79 -110 's" � I R SNF S7)Q`3' I C6 �O � \7 !?'R I S73233p wR R 1039 I 57323 Jo w R c� �1 pQ Og,� I C9 � SNF 16 0"' SNF i c�)6 03 6 2 \ *, -6r 66r PARCEL "C" Nzy , 1'ER 8, �' /ND/p REC 2/1 /1g36 8114 O� s� I O I \ \ I o � \ \ SS 906, \ \ 9p6• `SS" co \ \ F �j6 00 Do mI rn INS \ \ N vI \ \ 00 00 Lo N I \ \ IC � \ Q) NO EASEMENT \ DOCUMENTATION PROVIDED FOR ROAD OTHER THAN 31' AS SHOWN ON R.S. 8/26 O IC/L( I I 1 I 8 's" � I R SNF S7)Q`3' I C6 �O � \7 !?'R I S73233p wR R 1039 I 57323 Jo w R c� �1 pQ Og,� I C9 � SNF 16 0"' SNF i c�)6 03 6 2 \ *, -6r 66r PARCEL "C" Nzy , 1'ER 8, �' /ND/p REC 2/1 /1g36 8114 ROAD VACATION, BK 2793, PG 128, REC. 11/1/1960 0 o �o s� �O IN THE CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY OF PARCELS "A" "B"AND "C'; AS SHOWN ON CERTIFICATE OF COMPLIANCE (LOT LINE ADJUSTMENT) NO. 2017-04, o RECORDED 4/11/2017 AS INSTRUMENT NO. 2017-0144674, OFFICIAL RECORDS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, BEING A PORTION OF THE SOUTHWEST QUARTER (SW1/4) OF SECTION 9 AND A PORTION OF THE NORTH HALF (N1/2) OF SECTION 16, BOTH IN T.5S., R. 7E. S.B.M., CITY OF INDIO, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA COACHELLA VALLEY ENGINEERS JULY, 2021 C S L 42ND AVENUE-\ 95.29' DATE OF FIELD SURVEY.- JANUARY, 2021 **N89'14'41 "E 2649.94'** N89'1 4' 19' E *N89°14'22 E* 95.29' \ *95.30'* PARCEL "B" 190.58 (190.55) (94.77') €95.29'1 \ N'LY R/W INDIO BLVD. PER BK 270, PG 12, 19.09 AC., # REC. 2/21/1936 8 GRANT DEED REC. 5/3/2017 / PARCEL "Cu DOC. NO. 2017.0177052 cs C.O.C. L.L.A. 2017-04 REC. 4/11/2017 DOC. NO. 2017-0144674 v c% s# 4 4$* F��s eo c8 O & P.M. 235/8-13 9 CURVE TA KE 153.49' CURVE 342.7: LENGTH (153.43) T 16 (342.7 153.55'1 2340.69 52'29 23 1259.7 f v v- 2555.00 � 5229'14- 1259.64 <C 1 > 2554.96 2340.79 :v \ N'LY R/W INDIO BLVD. PER BK 270, PG 12, 19.09 AC., # REC. 2/21/1936 8 GRANT DEED REC. 5/3/2017 / PARCEL "Cu DOC. NO. 2017.0177052 cs C.O.C. L.L.A. 2017-04 REC. 4/11/2017 DOC. NO. 2017-0144674 v c% s# 4 4$* F��s eo c8 O & P.M. 235/8-13 P.M. 169/5-8 f� 2u22' D�118�52 Origin�l SHEET 3 OF 3 SHEETS \ R C6 SNF 5743' I S73< R R 513233 pry <<lp 08, I C9 W R SNF SNF I cc s 03:� I I CURVE TA KE CURVE RADIUS LENGTH DE T Cl 2555.00 2340.69 52'29 23 1259.7 f IC11 2555.00 2340.58 5229'14- 1259.64 <C 1 > 2554.96 2340.79 52'29 35 1259.77 C2 4000.00 1220.94 17'2919 615.25 -TC-2T 4000.00 1221.50 17-2948- 7'2948C3 GRAPHIC SCALE C3 2450.00 1893.06 44' 16 16 996.62 *C3* 2450.00 1894.40 44'18 09 C4 2450.00 387.64 9'03 55 194.22 *C4* 2450.00 387.22 9'03'20- C4 ((C4)) 2450.00 387.64 9'03 55 C5 2450.00 1293.39"30 '1450 662.15 *C5* 2450.00 1295.49 30' 17 47 = 2450.00 1296.73 30 19-3 1 C6 2450.00 F 212.03 4'57 31 106.08 *C6* 2450.00 211.69 4'57 02 lIC611 2450.00 210.03 45443- 5443C7 C7 2555.00 1200.98 *Y6'5555 -el '180 <C7> 2554.96 1200.55 r 26'55 22 611.57 C8 2555.00 946.34 21 ' 13 17 478.65 **C8** 2555.00 946.52 21 ' 13 32 C9 2555.00 193.37 4'2011 96.73 C15 12450.00 155.24 3'37 50 77.65 C16 12450.00 165.22 3'51 50 82.64 P.M. 169/5-8 f� 2u22' D�118�52 Origin�l SHEET 3 OF 3 SHEETS \ R C6 SNF 5743' I S73< R R 513233 pry <<lp 08, I C9 W R SNF SNF I cc s 03:� I I n PARCEL "Cu \ Nty R REC BK 268 D� BL VD 211 c. '/1936 114, fiN76.4j *N76 3S Op p (N,-6. 8 , SSlT✓ N)6 48 "lV ' 3 \ 910-32\ \ 9j36p� \ \ \ \ _ (S76 3 6 30" g09 8(g)\ Sopa \ 383 1 8J6 5 36 3p E S22 9g� S28 90926 *Sppp�3�sJF E 1` �.68� (S7638 �O� 1pg93S R�6 666' s� o\ 10g891, R.S. 147/89-90 0 / N132330, �2�Q / Lr 790 p9, SNF \ \- 1� 1189. 3) lQ \ R.S. 47/99 W LY cc Vf ll� C Co I o rnrn GRAPHIC SCALE 100 0 50 100 200 300 ( IN FEET) 1 inch = 100 ft. n PARCEL "Cu \ Nty R REC BK 268 D� BL VD 211 c. '/1936 114, fiN76.4j *N76 3S Op p (N,-6. 8 , SSlT✓ N)6 48 "lV ' 3 \ 910-32\ \ 9j36p� \ \ \ \ _ (S76 3 6 30" g09 8(g)\ Sopa \ 383 1 8J6 5 36 3p E S22 9g� S28 90926 *Sppp�3�sJF E 1` �.68� (S7638 �O� 1pg93S R�6 666' s� o\ 10g891, R.S. 147/89-90 0 / N132330, �2�Q / Lr 790 p9, SNF \ \- 1� 1189. 3) lQ \ R.S. 47/99