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rs152_018-033SHEET 1 OF 16 SHEETS IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A SURVEY OF A PORTION OF SECTIONS 5, 7, 8, 16, 17, AND 18, IN TOWNSHIP 7 SOUTH, RANGE 23 EAST, SAN BERNARDINO MERIDIAN THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA PALO VERDE IRRIGATION DISTRICT DATES OF SURVEY: OCTOBER, 2017 - MARCH, 2019 JEFFREY A. HYNES, P.L.S. 8560 SURVEYOR'S STATEMENT. THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL LAND SURVEYORS -'ACT AT THE REQUEST OF THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA IN OCTOBER, 2017. wv;7,14I 1 oY lol zol Q�yS��EIt Aair 04, x 00 JEFFREY A. HYNES, P.L.S. 8560 °' EXPRATION DATE EXPIRES: DECEMBER 31, 2020 12/3V2020 s. 856�ci��� PURPOSE STATEMENT. - THE PURPOSE OF THIS SURVEY IS TO LOCATE AND MONUMENT THE BOUNDARY OF FEE AND EASEMENT PROPERTIES ACQUIRED BY THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA WITHIN THE PALO VERDE IRRIGATION DISTRICT. SAID PROPERTY DESCRIBED AS PARCELS N, U-3, U-4, U-5, U-6, U-7, X-1, X-2, X-3, FF, GG-5, GG-6, GG-8, GG-10, GG-11, GG-12, GG-13, AND GG-14, IN DEED RECORDED JULY 23, 2015, INSTRUMENT 2015-0326101, OFFICIAL RECORDS, RIVERSIDE COUNTY, CALIFORNIA. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS RECORD OF SURVEY IS THE CALIFORNIA COORDINATE SYSTEM, NAD83, ZONE 6, AS DETERMINED LOCALLY BY A LINE BETWEEN STATIONS "PVID-13" AND "PVID-12" AS SHOWN ON A MAP FILED IN RECORD OF SURVEY BOOK 146, PAGES 92-97 IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BEING N89° 54'10.86"E. GRID / GROUND DISTANCES: DISTANCES SHOWN HEREON ARE GROUND DISTANCES. GRID DISTANCES MAY BE OBTAINED BY MULTIPLYING GROUND DISTANCES BY A COMBINATION FACTOR OF 0.99995472 CALCULATED AT STATION "PVID-13" PER RECORD OF SURVEY BOOK 146, PAGES 92-97. BASIS OF COORDINATES: COORDINATES SHOWN HEREIN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS83), ZONE 6, 2011.00 EPOCH, IN ACCORDANCE WITH THE CALIFORNIA PUBLIC RESOURCES CODE, SECTIONS 8801 THROUGH 8819; SAID COORDINATES ARE BASED LOCALLY UPON FIELD -OBSERVED TIES TO THE FOLLOWING STATIONS, AS SHOWN ON A MAP FILED IN RECORD OF SURVEY BOOK 146, PAGES 92-97 IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE, CALIFORNIA. STATION LATITUDE (N) NORTHING (FEET) LONGITUDE (W) EASTING (FEET) PVID-12 330 3335.74713" 2151488.219 -1140 34'10.57473" 7073562.879 PVID-13 330 33'32.47392" 2150904.301 -1140 37'19.11076" 7057615.636 MONUMENT NOTES: INDICATES FOUND HORIZONTAL CONTROL MONUMENT. p INDICATES SET HORIZONTAL CONTROL MONUMENT. • INDICATES FOUND MONUMENT AS NOTED ON SHEETS 15 AND 16. O INDICATES SET 1-1/2" IRON PIPE WITH TAG, STAMPED "L.S. 8560", UP 2" ABOVE SURFACE, UNLESS OTHERWISE NOTED. ❑ INDICATES SET SPIKE AND WASHER, STAMPED "L.S. 8560"1 FLUSH IN A.C. PAVEMENT Q INDICATES FOUND MONUMENT AS NOTED ON SHEETS 15 AND 169 AND REPLACED WITH 1-1/2" IRON PIPE WITH TAG, STAMPED "L.S. 8560", UP 2" ABOVE SURFACE, UNLESS OTHERWISE NOTED. BASIS OF COORDINATES: SEE SHEET 1 FOR DATES OF SURVEY, RECORDER'S STATEMENT, SURVEYOR'S STATEMENTS, PURPOSE STATEMENT, GRID / GROUND DISTANCES, BASIS OF BEARINGS, ABBREVIATIONS, BASIS OF COORDINATES, MONUMENT NOTES, VICINITY MAP, AND MAPPING AND GRID FACTOR. SEE SHEET 2 FOR CONTROL DIAGRAM, AND MAPPING AND DEED REFERENCES. SEE SHEETS 3 - 12 FOR PLAN VIEW. SEE SHEETS 13 - 14 FOR DETAILS. SEE SHEETS 15 - 16 FOR MONUMENT DESCRIPTIONS AND ESTABLISHMENT NOTES. EXEMPT RECORDING REQUEST PER GOVERNMENT CODE 27383 RECORDER'S STATEMENT. FILED THIS DAY OF MW , 2019, AT O = M. IN BOOK S OF RECORDS OF SURVEY, AT PAGES - 3 ,AT THE REQUEST OF THE COUNT. Y SURVEYOR. FEES -V �� NO. _019 PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER BY: v ' ,DEPUTY COUNTY SURVEYOR'S STATEMENT: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF m A`/ , 2019. •t �,, M C L o DAVID L. MCMILLAN, COUNTY SURVEYOR �I No.8488 p P.L.S. 8488 MP.12_31_20 EXPIRES: DECEMBER 31, 2020�� ABBREVIATIONS: A.C. - ASPHALT CONCRETE A.P.N. - ASSESSOR'S PARCEL NUMBER B.C. - BEGINNING OF CURVE B.C.M. - BRASS CAP MONUMENT B.S.S.C. - BEGINNING OF SEARLE'S SPIRAL CURVE C.L. - CENTERLINE C.R. - CORNER RECORD C.F. - CALCULATED FROM C.S.R.R. - CALIFORNIA SOUTHERN RAILROAD DOC. - DOCUMENT E.C. - END OF CURVE E.S.S.C. - END OF SEARLE'S SPIRAL CURVE F.B. - FIELD BOOK GOV. - GOVERNMENT M&R - MEASURED AND RECORD M.B. - MAP BOOK M.W.D. - THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA N.E. - NORTHEAST N.W. - NORTHWEST NO. - NUMBER T.5S_ T. 6S. I ABBREVIATIONS (CONTINUED): NOS. - NUMBERS O.R. - OFFICIAL RECORDS P.L.S. - PROFESSIONAL LAND SURVEYOR P.M.B. - PARCEL MAP BOOK POR. - PORTION P.V.C. - POLY VINYL CHLORIDE P.V.I.D. - PALO VERDE IRRIGATION DISTRICT R.C. - RIVERSIDE COUNTY R.S.B. - RECORD OF SURVEY BOOK RAD. - RADIAL BEARING S.B.M. - SAN BERNARDINO MERIDIAN S.E. - SOUTHEAST S.F.N. - SEARCHED, FOUND NOTHING S.W. - SOUTHWEST STA. - STATION T.B. - TIE BOOK I I I I I I ui 1 Ld W NIN c cc ------------------ 4TH I AVE. ui I Ld ' N I N m 0AWAY cdIci HOBSON I 10 T.6S. T.7S. 1 14TH AVE. I I I :. I J I m I I y 1 O PVID 13 PVID 12 I m 22ND Z AVE. Lj 1 Z -T.7S._-- I 31 _ T.7S_-- T.8S. I �s T.8S. I ti 28TH I AVE. •I ul cm cm Z� fl�Iti �m cm NIN Q. CAL IFORNIA 1 32ND AVE. 34TH AVE. I Q I I 0 35TH RIVERSIDE 1 AVE. cn PROJECT LOCATION _ COUNTY I T.8s_ o VICINITY MAP ---- 1----r--_ _ _ _ _ _ _ V IMPERIAL 1 T.9S. �O COUNTY 78 0 12,000 u,i I ul V" I N ARIZONA N 'I 24,000 36,000 MAPPING ANGLE AND GRID FACTOR: c ' cm SCALE: 1" = 12,000' STATION NORTHING (FEET) EASTING (FEET) ORTHOMETRIC HEIGHT (FEET) CONVERGENCE ANGLE COMBINATION FACTOR PVID-12 2151488.219 7073562.879 261.02' 00 55'24.27" 0.99995455 PVID-13 2150904.301 7057615.636 256.602' 0° 53'40.66" 0.99996183 RIV.CO. 18095 sai9- o/ciaas �fL nruaa�� -Ti G7z 05-1 O m 0;0 M "m > o D Z 0 = ZOm O N � DZm �mX 0 CU n O (n 0 m 0- O 0 D Z -U co D m m 12 Z m G7 Z ZO Z to mz m O z--AZm 0 DO D D v Z cn-40 VLnN O CJ16 00b C 29 0 Ul m I AU,Z �W� 1 oo O o 00 cul I -o 1 CAN v d rn I Z 1 OD 0 �1 0 01 rn ml a);� 0 cu Ln 1 N 00 co 0oJ ol oC� z� v m co v m 31 c� I Cn 1 �NZ 00 Ln N0)oa -! 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HYNES, P.L.S. 8560 M �cDNtp N et-d' 4. M wtow N NNN M v 31000^ CDww� N�� 0�0 C3 V 0 did- to 0 to cD tp zCq 04N N IM P rM N My \1 w W V) W W V) SEE SHEET 1 FOR DATES OF SURVEY, RECORDER'S STATEMENT, SURVEYOR'S STATEMENTS, PURPOSE STATEMENT, GRID / GROUND DISTANCES, BASIS OF BEARINGS, ABBREVIATIONS, BASIS OF COORDINATES, MONUMENT NOTES, VICINITY MAP, AND MAPPING AND GRID FACTOR. SEE SHEET 2 FOR CONTROL DIAGRAM, AND MAPPING AND DEED REFERENCES. SEE SHEETS 3 - 12 FOR PLAN VIEW. SEE SHEETS 13 - 14 FOR DETAILS. SEE SHEETS 15 - 16 FOR MONUMENT DESCRIPTIONS AND ESTABLISHMENT NOTES. 0 300 600 900 SCALE: lit = 300, F- w 0 z 0 0 CONVERGENCE ANGLE: 000 53140.66-1 AT PVID_13 JGG OnLL. 1 0 RIV.CO. 18095 N F- W W (n LL_ O d- F- w w 2 (n x wo Ow O U � w O � W W F Ei ­4 A Ei W a] E-+ W -4 04 w O a� W O ~ za zw � O W � xz H �D Z 0 F- w V) W Z O Z O O� U O Ww(n(n(nQ (n Li. Of W m (n F- Q00 O�Q(nmZ- W F- ZWZ�Zp wz og0E- W 0- Z 0 D Ld Z LL. F-Wp0fME _ (n Z m m -U)F-OQ�� W w Wjr U N Q O Z � w w z Ei Q W OU Q Q O m WWF-W 0 < V wwomum W � QT _ C- zw O � Q CC) � z �ci pc �w z CC) O Ucf) � c/) OW ON Lli Oz C Q= LL 00 Wc/) (U)CL Z Qcf) z° o�O Z z W E1 U) Z E-i O 0 04 E1 W W E4 Q W ~ cr-U Q W > U)WF- D Z W W Jw J W 0 O= �N OOf W � J F- 0 Of Of O m OQ Zw o w O LL_ ''- F- U 0 N (0 W tr 00 LL- Q V) ul Q M N O (n F- Z (n F- m F- m Z F- O W n- W W W ~ (n (n (n (n U w w Z W w w w O m Q m (n m o Z C� O N 0 LO 1 00 r-1 O �4 "2 a 124 W U1 mW O Z U x O � ►�„� wW �D W 0 W A 11003 C0 N o; IL U ^ c0 C0 N rn W 0)cn N r,: LO It to LO N r� �- N tb L� d- ?i N N 0 a N O Z 11433 O In 0 O 1 t0 c0 La U M wM 0 to 0 >0 O J Q U ZU Q SEELEY AVENUE N87' 5213511E 2643.31' (2640' C.F.R1)(2646.2' R5)(2643.29' R29)(2643.40' R32) NORTHEAST QUARTER, SECTION 7, TOWNSHIP 7 SOUTH, RANGE 23 EAST, SAN BERNARDINO MERIDIAN 37' WITNESS cc m LN O J 11055 N W 4 CO N co co NN _. 00 ..FO ^ N L- W to N U� M to 006 d*d c0 c0 � N 11I 441 [- SEE DETAIL ' "P' ON SHEET 14 - M.W.D. PARCEL PVID-1-150 DOC. NO. 2015-0326101, O.R. PARCEL GG-11 (EASEMENT) 11006 (1 6TH AVENUE) N880 04'44"E 1323.42' (1323.4' R4)(1323.35' R8) (1323.371 R11)(1323.33' R14) NORTHWEST QUARTER, NORTWEST QUARTER, SECTION 8, TOWNSHIP 7 SOUTH, RANGE 23 EAST, SAN BERNARDINO MERIDIAN 15.00' N880 0310011E I 1322.51' (1322.49' R14) 12646.85' 1440 (2640.66' C.F.R1)(2646.75' R5) (2645.821 R7)(2646.70' R8) (2646.73' R11)(2646.66' R14) rn c6 c0 N o� LO N N O Z I 1257.51 15' (M&D4)(M&R14) CALIFORNIA SOUTHERN RAILROAD PER (D4), 1323.43' (1323.41 R4)(1323.35' C.F.R8) (1323.36' R11)(1323.33' R14) NORTHEAST QUARTER, NORTHWEST QUARTER, Cd- SECTION 8, N TOWNSHIP 7 SOUTH, to RANGE 23 EAST, SAN BERNARDINO MERIDIAN 11442 66.00' 2645.02' 1322.51' (1322.49' R14) 1256.51' 66' (M&D4) CALIFORNIA SOUTHERN RAILROAD PER (D4), PARCEL NO. 4 PARCEL NO. 2 60 ro ro M M SOUTHEAST QUARTER, SOUTHWEST QUARTER, N to NORTHWEST QUARTER, i NORTHWEST QUARTER, SECTION 8, I SECTION 8, to TOWNSHIP 7 SOUTH, TOWNSHIP 7 SOUTH, to N cn RANGE 23 EAST, RANGE 23 EAST, M SAN BERNARDINO MERIDIAN ' SAN BERNARDINO MERIDIAN N z SEE DETAIL LO "A" ON ' SHEET 13 20.00' - . z SET SET - 11 FLUSH DOWN 6 1121.60' 1323.83' 1323.83' 2647.66' (2647.76' R26)(2647.42' R28) I -L-_-- N87° 53'05"E 5368.31' 11434 1 7TH AVENUE) 11205 1256.60' ` 1321.60' (1321.66' R14) 1321.60' (1321.66' R14)- N88" 01'16"E 2643.20' (2643.32' R14) 11383 � SEE DETAIL "A" ON SHEET 13 11004 O U r N LO M uj c0 N_ a0 ul ui c0 N r In 00 O 11304 F- w w In w W U) zs� 7dh1 y1�0 SEE SHEET 5 SEE SHEET 6 Zol1- 0/G/ia3 OR/ Co IdA(o. 4Z L 133HS 33S U) m m U) m m * 133HS 33S c) O OD LO Ln ff.. 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OD -n z� rn �N� ha Rpm c�� mp<-I N m Cn D V)D .. co -I D pmD --1 � m 0 0 cn cn spn�� hoc) _� rncnly m, �-� Cn =� C- �N� 0. aa-(njzvv r,l 0 _ zD= m z�m =vo CO W W W cy) _ �� m o�00 X(A W -1m =m "�� mom ;u (n m �n �v_• m-1m m m m m v-�m0 +� �� o(�° �' yr �� �• �� raw Z W 'U _ Z Z Z Z m �I -4 O m OD -P (n o m 2 O I -< m > -1 as E txj m a z H O 1-0 a z d H H C a O z z a zup m 0 O Oz �0 � 'T1 O d� O H tx cQ cn ay '=J y O tt-4 Om O w Z a� F-3 U) m m O iT V) m m IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SHEET 16 OF 16 SHEETS RECORD OF SURVEY BEING A SURVEY OF A PORTION OF SECTIONS 5, 7, 8, 16, 17, AND 18, IN TOWNSHIP 7 SOUTH, RANGE 23 EAST, SAN BERNARDINO MERIDIAN THE METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA PALO VERDE IRRIGATION DISTRICT DATES OF SURVEY: OCTOBER, 2017 - MARCH, 2019 JEFFREY A. HYNES, P.L.S. 8560 11300 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11023 AND 11004 PER R.S.B 104/99; SET SPIKE AND WASHER, STAMPED "L.S. 856011, FLUSH IN A.C. PAVEMENT. (SHEET 3) 11301 S.F.N.; ESTABLISHED BY INTERSECTION OF LINE BETWEEN POINT NOS. 11024 AND 11303, AND LINE BETWEEN POINT NOS. 11300 AND 11302; SET 1-1/2" IRON PIPE WITH TAG, STAMPED "L.S. 856011, DOWN 6" BELOW SURFACE. (SHEET 3) 11302 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11002 AND 11005; NOTHING SET. (SHEET 3) 11303 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11004 AND 11005; NOTHING SET. (SHEET 3) 11304 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11004 AND 11068; NOTHING SET. (SHEETS 3 & 4) 11305 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11068 AND 11007; NOTHING SET. (SHEETS 3 & 6) 11306 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11067 AND 11016; POINT FALLS IN CANAL; SET 1-1/2" IRON PIPE WITH TAG, STAMPED "L.S. 8560", DOWN 6" BELOW SURFACE 14' EASTERLY AS WITNESS. (SHEETS 9 & 12) 11307 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11067 AND 11021; NOTHING SET. (SHEET 12) 11308 S.F.N.; ESTABLISHED BY INTERSECTION OF LINE BETWEEN POINT NOS. 11306 AND 11310, AND LINE BETWEEN POINT NOS. 11307 AND 11309; POINT FALLS IN CANAL; SET 1-1/2" IRON PIPE WITH TAG, STAMPED "L.S. 8560", UP 2" ABOVE SURFACE, 14' EASTERLY AS WITNESS. (SHEET 12) 11309 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11016 AND PVID_12; SET SPIKE AND WASHER, STAMPED "L.S. 8560" DOWN 1" BELOW A.C. PAVEMENT. (SHEET 12) 11310 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11021 AND PVID_12; NOTHING SET. (SHEET 12) 11311 S.F.N.; ESTABLISHED BY HOLDING RECORD DISTANCE OF 961.00' FROM POINT NO. 11015, PER DOC. NO. 2015-0326101, O.R.; NOTHING SET. (SHEETS 11, 12 & 14) 11313 S.F.N.; NORTH QUARTER -CORNER SECTION 16 ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11011 AND 11013; SET 2" IRON PIPE, NAIL AND TAG, STAMPED "LS 8560", DOWN 1" BELOW SURFACE. (SHEET 9) 11314 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11313 AND 11013; NOTHING SET. (SHEET 9) 11316 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11313 AND 11067; NOTHING SET. (SHEET 9) D1317 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11013 AND 11016; NOTHING SET. (SHEET 9) 11318 S.F.N.; ESTABLISHED BY INTERSECTION OF LINE BETWEEN POINT NOS. 11314 AND 11306, AND LINE BETWEEN POINT NOS. 11316 AND 11317; NOTHING SET. (SHEETS 9 & 14) 11330 S.F.N.; ESTABLISHED CENTER -QUARTER OF SECTION 17 BY INTERSECTION OF LINE BETWEEN POINT NOS. 11010 AND 11019, AND LINE BETWEEN POINT NOS. 11014 AND 11015; SET 2" IRON PIPE WITH TAG, STAMPED "L.S. 8560"1 DOWN 1" BELOW SURFACE. (SHEETS 8 & 11) 11331 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11014 AND 11330; POINT FALLS IN DRAIN; NOTHING SET. (SHEETS 8 & 11) 11332 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11330 AND 11015; NOTHING SET. (SHEETS 8 & 11) 111334 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11018 AND 11019; NOTHING SET. (SHEET 11) 11336 S.F.N.; ESTABLISHED BY INTERSECTION OF LINE BETWEEN POINT NOS. 11331 AND 11334, AND LINE WHICH IS PARALLEL TO, AND OFFSET 3211.001, SOUTHERLY OF LINE BETWEEN POINT NOS. 11009 AND 11010, PER DOC. NO. 2015-0326101, O.R.; POINT FALLS IN DRAIN; NOTHING SET. (SHEET 11) 11337 S.F.N.; ESTABLISHED BY GRANT BOUNDARY ADJUSTMENT BETWEEN POINT NOS. 11336 AND 11311, USING RECORD BEARINGS AND DISTANCES PER DOC. NO. 2015-0326101, O.R.; POINT FALLS IN DRAIN; NOTHING SET. (SHEET 11) 11338 S.F.N.; ESTABLISHED BY GRANT BOUNDARY ADJUSTMENT BETWEEN POINT NOS. 11336 AND 11311, USING RECORD BEARINGS AND DISTANCES PER DOC. NO. 2015-0326101, O.R.; POINT FALLS IN DRAIN; NOTHING SET. (SHEET 11) 11339 S.F.N.; ESTABLISHED BY GRANT BOUNDARY ADJUSTMENT BETWEEN POINT NOS. 11336 AND 11311, USING RECORD BEARINGS AND DISTANCES PER DOC. NO. 2015-0326101, O.R.; POINT FALLS IN DRAIN; NOTHING SET. (SHEET 11) 11340 S.F.N.; ESTABLISHED BY GRANT BOUNDARY ADJUSTMENT BETWEEN POINT NOS. 11336 AND 11311, USING RECORD BEARINGS AND DISTANCES PER DOC. NO. 2015-0326101, O.R.; POINT FALLS IN DRAIN; NOTHING SET. (SHEETS 11 & 14) 11344 S.F.N.; ESTABLISHED THE CENTER 1/4 CORNER OF SECTION 18, T.7S., R.23E., S.B.M., BY INTERSECTION OF LINE BETWEEN POINT NOS. 11008 AND 11017, AND LINE BETWEEN POINT NOS. 11022 AND 11014; POINT FALLS IN DRAIN; SET 2" IRON PIPE WITH TAG, STAMPED "L.S. 8560", UP 2" ABOVE SURFACE, 12' WESTERLY AS WITNESS. (SHEETS 7 & 10) 11353 S.F.N.; ESTABLISHED BY INTERSECTION OF LINE BETWEEN POINT NOS. 11344 AND 11017, AND LINE WHICH IS PARALLEL TO, AND OFFSET 3211.001, SOUTHERLY OF LINE BETWEEN POINT NOS. 11018 AND 11009, PER DOC. NO. 2015-0326101, Q.R.; POINT FALLS IN DRAIN; NOTHING SET. (SHEET 10) 11361 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11011 AND 11015; SET SPIKE AND WASHER, STAMPED "L.S. 856011, DOWN 1" BELOW A.C. PAVEMENT. (SHEETS 8 & 9) 11362 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11361 AND 11015; NOTHING SET. (SHEETS 8 & 9) 11363 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11009 AND 11014; NOTHING SET. (SHEETS 7 & 8) 11364 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11009 AND 11010; NOTHING SET. (SHEETS 6 & 8) 11365 S.F.N.; ESTABLISHED BY INTERSECTION OF LINE BETWEEN POINT NOS. 11364 AND 11331, AND LINE BETWEEN POINT NOS. 11363 AND 11369; NOTHNG SET. (SHEET 8) 11368 FOUND 2" IRON PIPE, NAIL AND TAG, STAMPED "... 396", DOWN 6" BELOW SURFACE, NO REFERENCE; ACCEPTED AS THE SOUTHWEST CORNER OF THE NORTH ONE-HALF, OF THE SOUTHWEST ONE -QUARTER, OF THE NORTHEAST ONE -QUARTER, OF SECTION 17, T.7S., R.23E., S.B.M. (SHEET 8) 11369 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11010 AND 11330; NOTHING SET. (SHEET 8) 11370 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11010 AND 11011; NOTHING SET. (SHEETS 6 & 8) 11372 S.F.N.; ESTABLISHED BY INTERSECTION OF LINE BETWEEN POINT NOS. 11370 AND 11332, AND LINE BETWEEN POINT NOS. 11369 AND 11361; NOTHNG SET. (SHEET 8) 11373 S.F.N.; ESTABLISHED BY INTERSECTION OF LINE BETWEEN POINT NOS. 11372 AND 11332, AND LINE BETWEEN POINT NOS. 11368 AND 11362; SET 1-1/2" IRON PIPE WITH TAG, STAMPED "L.S. 856011, DOWN 18" BELOW SURFACE. (SHEET 8) 11376 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11008 AND 11009; POINT FALLS IN CANAL, NOTHING SET. (SHEETS 5 & 7) 11382 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11006 AND 11009; NOTHING SET. (SHEETS 5 & 6) 11383 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11006 AND 11068; NOTHING SET. (SHEETS 4, 6 & 13) 11384 S.F.N.; ESTABLISHED BY INTERSECTION OF LINE BETWEEN POINT NOS. 11305 AND 11370, AND LINE BETWEEN POINT NOS. 11387 AND 11393; NOTHNG SET. (SHEET 6) 11387 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11068 AND 11010; NOTHING SET. (SHEET 6) 11393 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11007 AND 11011; SET SPIKE AND WASHER FLUSH IN A.C. PAVEMENT. (SHEET 6) 11394 S.F.N.; ESTABLISHED BY INTERSECTION OF LINE BETWEEN POINT NOS. 11383 AND 11364, AND LINE BETWEEN POINT NOS. 11382 AND 11387; POINT FALLS IN CANAL; NOTHING SET. (SHEETS 6 & 13) 11433 S.F.N.; ESTABLISHED CENTER -QUARTER OF SECTION 7 BY INTERSECTION OF LINE BETWEEN POINT NOS. 1011 AND 11006, AND LINE BETWEEN POINT NOS. 11003 AND 11008► POINT FALLS IN CANAL; SET 2" IRON PIPE WITH B.C.M., STAMPED "L.S. 856011, UP 2" ABOVE SURFACE, 37' EASTERLY AS WTINESS. (SHEETS 4 & 5) 11434 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11433 AND 11006; SET 1-1/2" IRON PIPE WITH TAG, STAMPED "L.S. 8560", UP 2" ABOVE SURFACE. (SHEETS 4 & 5) 11435 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11433 AND 11008; NOTHING SET. (SHEET 5) 11436 S.F.N.; ESTABLISHED BY INTERSECTION OF LINE BETWEEN POINT NOS. 11435 AND 11382, AND LINE BETWEEN POINT NOS. 11433 AND 11008; SET 1-1/2" IRON PIPE WITH TAG, STAMPED "L.S. 856011, UP 2" ABOVE SURFACE. (SHEET 5) 11440 S.F.N.► ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11055 AND 11004; NOTHING SET. (SHEET 4) 11441 S.F.N.; ESTABLISHED BY SPLIT BETWEEN POINT NOS. 11055 AND 11006; NOTHING SET. (SHEETS 4 & 14) 11442 S.F.N.; ESTABLISHED BY INTERSECTION OF LINE BETWEEN POINT NOS. 11440 AND 11383, AND LINE BETWEEN POINT NOS. 11441 AND 11304; NOTHNG SET. (SHEET 4) 13300 FOUND 1" IRON PIPE WITH PLASTIC PLUG, STAMPED "L.S. 5306", NO REFERENCE, DOWN 6" BELOW SURFACE; ACCEPTED AS THE INTERSECTION OF THE SOUTHEASTERLY RIGHT-OF-WAY OF CALIFORNIA SOUTHERN RAILROAD, 33' HALF -WIDTH PER (D4), AND THE WESTERLY RIGHT-OF-WAY LINE OF DEFRAIN BOULEVARD, 33' HALF -WIDTH. (SHEET 14) 13301 FOUND 1" IRON PIPE WITH PLASTIC PLUG, STAMPED "L.S. 5306", NO REFERENCE, DOWN 2" BELOW SURFACE; ACCEPTED AS THE POINT ON SOUTHEASTERLY RIGHT-OF-WAY OF CALIFORNIA SOUTHERN RAILROAD, 33' HALF -WIDTH PER (D4). (SHEET 14) RIV.CO. 18095