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rs160_072-075RI VERSIDE DR % CL KIMBALL A VE � a a PROJECT SITE li 2 � a c LIMONITE A LL AVE 1/Ir►A11TV AAA IVU 1 I U OUALC CITY OF EASTVALE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECORD OF SURVEY BEING A PORTION OF FRACTIONAL SECTION 27, TOWNSHIP 2 SOUTH, RANGE 7 WEST, PER SECTIONALIZED SURVEY OF THE JURUPA RANCHO FILED IN BOOK 9 OF MAPS, PAGE 33, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO -00-44-17.16 MARK THOMAS, BYRON J. CAZAR P.L.S. 9337 MAY2019 LATITUDE=33-58-31.15 LON GI TU DE= 117- 35- 35.45 ELEVATION=644' CONVERGENCE ANGLE INTERSECTION OF ARCHIBALD AVENUE AND LIMONITE AVENUE NOT TO SCALE SHEET 3 100 POINT I REMING POINT "A" CpUN NORTHING= 2301145.7050 I N BERNARv1NO EASTING=6154437.0090 — SAS A U R1VERS�DE c0 I CUCAMONGA I CREEKnc Q I SHEET 2 SHEET COORDINATE CONTROL SCHEME NOT TO SCALE O 0 40 80 160 Feet SCALE 1" = 80' CNPP NORTHING: 2258382.000' EASTING: 6149110.967' EWPP NORTHING: 2347786.806' EASTING: 6175507.216' BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED UPON THE CALIFORNIA COORDINATE SYSTEM 83, ZONE 6, NAD 83, EPOCH 2010.00, AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS OPERATING REFERENCE STATIONS (CORS) "CNPP": AND "EWPP" BEING NORTH 16' 26' 56" EAST AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE NATIONAL GEODETIC SURVEY (NGS) FOR SAID EPOCH, AND MEETS ALL THE REQUIREMENTS OF THE CALIFORNIA PUBLIC RESOURCES CODE. CNPP LATITUDE = 33' 51' 27.46404", LONGITUDE = 117' 36' 32.06237" NORTHING = 2258382.000, EASTING = 6149110.967 EWPP LATITUDE = 34' 06' 15.10155", LONGITUDE =117' 31' 32.05852" NORTHING = 2347786.806, EASTING = 6175507.216 "POINT A" IS A 2" SQ. CONC. MONUMENT WITH NAIL IN WELL AT ARCHIBALD AVENUE AND LIMONITE AVENUE. POINT A NORTHING = 2301145.7050, EASTING = 6154437.0090 THE COMBINED GRID FACTOR AT "POINT A" IS 0.9999910120. LOCAL GRID COORDINATES ARE BASED ABOUT "POINT A" USING AN ELEVATION OF 644', NGVD 29. ALL MEASURED DISTANCES SHOWN ARE GROUND DISTANCES, RECORD DISTANCES SHOWN MAY BE GRID OR GROUND BASED ON THEIR SOURCE. TO DETERMINE GRID DISTANCES MULTIPLY THE GROUND DISTANCE BY THE AVERAGE COMBINATION FACTOR OF 0.9999910120, AS DETERMINED AT POINT "A" AT THE CENTERLINE INTERSECTION OF ARCHIBALD AVENUE AND LIMONITE AVENUE. BENCH MARK THE ELEVATIONS SHOWN HEREON ARE BASED UPON THE COUNTY OF RIVERSIDE BENCH MARK NO. M.L. 34-1-64A 3" ALUMINUM DISK SET IN THE TOP OF CURB STAMPED "M.L. 34-1 REST" AT THE NE CORNER OF THE "T" INTERSECTION OF ORANGE STREET AND SUMNER AVENUE, 84.0 FEET EASTERLY AND 22.0 FEET SOUTHERLY OF THE CENTERLINE INTERSECTION OF SUMNER AVENUE AND ORANGE STREET. TOP OF CURB 10 FEET EASTERLY OF THE SOUTHEAST ECR. ELEVATION 607.06 NGViD 29 PURPOSE OF SURVEY THE PURPOSE OF THIS SURVEY IS TO COMPLY WITH SECTION 8771 (A) THROUGH (F) OF THE PROFESSIONAL LAND SURVEYOR'S ACT BY DOCUMENTING THAT A PERMANENT MONUMENT SHALL BE RESET IN THE SURFACE OF THE NEW CONSTRUCTION OR A WITNESS MONUMENT OR MONUMENTS SET TO PERPETUATE THE LOCATION IF ANY MONUMENT COULD BE DESTROYED, DAMAGED, COVERED, DISTURBED, OR OTHERWISE OBLITERATED, AND A RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY SURVEYOR. REFERENCES R1 INDICATES RECORD DATA PER PARCEL MAP P.M.B. 241/86-93, AND CERTIFICATE OF CORRECTION NO.2020-0368987, 08/13/2020, O.R. R2 INDICATES RECORD DATA PER PARCEL MAP P.M.B. 240/90-95, AND CERTIFICATE OF CORRECTION NO.2018-0325377, 08/14/2018, O.R. R3 INDICATES RECORD DATA PER RECORD SURVEY 115/37-50 R4 INDICATES RECORD DATA PER MAP M.B. 440/59-69, AND CERTIFICATE OF CORRECTION NO.2008-0519934, 09/24/2008, O.R. R5 INDICATES RECORD DATA AS SHOWN ON CORNER RECORD 16-423 R6 INDICATES RECORD DATA PER PARCEL MAP P.M.B. 21/93 R7 INDICATES RECORD DATA PER PARCEL MAP P.M.B. 246/61-63 R8 INDICATES RECORD DATA PER FINAL ORDER OF CONDEMNATION No.37262 RECORDED IN BOOK 738 PAGE 334, ON APRIL 6, 1946, O.R. R9 INDICATES RECORD DATA PER RECORD OF SURVEY 34/81 R10 INDICATES RECORD DATA PER PARCEL MAP 246/70-72 do75317 CR rt rtGt SHEET 1 OF 4 RECORDER'S STATEMENT FILED THIS DAY OF 20.- , AT q:13. M. IN BOOK1(.,I RECORDS OF SURVEY, AT PAGES -2Z-7 S ,AT THE REQUEST OF THE COUNTY SURVEYOR. NO._a0a-3 -QO_2531 7 FEE !% i S PETER ALDANA, ASSESSOR - COUNTY CLERK - RECORDER BY:V�fADEPUTY 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 CITY OF EASTVALE FOR LIMONITE AVENUE GAP CLOSURE PROJECT. MAY 24, 2019. NIL LA/V0 SG BYRON J. CAZAR 0 X No. 9337 \� OF CAL\F�� MARK THOMAS 2121 ALTON PKWY, SUITE 210 IRVINE, CA 92606 BY{RON J. CA�AR U� 9337 y2` 6 izv DATE COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS ACT THIS a DAY OF, /4494"( 20 _1 �_ �_ DAVID L. McMILLAN, COUNTY SURVEYOR P.L.S 8488, EXPIRES 12/31/2024 EASEMENT NOTES 0 Pj_ LANA SG Of DAVID L. MCMILLAN 0 d No. 8488 Exp. 12-31-2024 J,gTF D��P �F CAL\F INDICATES AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA EDISON, RECORDED MAY 16, 1969 AS INSTRUMENT NO. 48567 OF OFFICIAL RECORDS. 0 INDICATES AN EASEMENT FOR ELECTRIC LINES AND INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, RECORDED MAY 20, 1955 AS BOOK 1939, PAGE 191 OF OFFICIAL RECORDS 0 INDICATES AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, RECORDED FEBRUARY 13, 1959 AS INSTRUMENT NO. 12242 OF OFFICIAL RECORDS 0 INDICATES AN EASEMENT FOR SOUTHERN CALIFORNIA EDISON PUBLIC UTILITIES RECORDED 1/25/52, BK 1336, PG. 397, O.R. Q INDICA TES AN EASEMENT FOR POLES LINES AND CONDUITS OR UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY RECORDED JANUARY 10, 1968 AS INSTRUMENT NO. 2410 AND RE-RECORDED OCTOBER 25, 1958 AS INSTRUMENT NO 102785, - BOTH OF OFFICIAL RECORDS. © INDICATES AN EASEMENT FOR SOUTHERN CALIFORNIA EDISON PUBLIC UTILITIES RECORDED AUGUST 8, 1971 AS INSTRUMENT NO. 97083 OF OFFICIAL RECORDS. U MARK ■ � THOMAS RIV CO 21-019 SEE SHEET 1 FOR BASIS OF BEARINGS, NOTES, FULL LEGEND, AND REFERENCES SEARCH NOTHING FOUND, ESTABLISHED BY HOLDING RECORD ANGLE AND DISTANCE FROM CL INT BETWEEN HELLMAN AVENUE AND LIMONITE AVENUE, NOTHING SET SEARCH NOTHING FOUND, ESTABLISHED BY RECORD PROPORTION PER PM36787, P.M.B. 241/86-93 W N r<Zi Q: 2 �o W � FD. COPPERWELD MONUMENT TAGGED LS 7731, HELD AS THE CENTERLINE INTERSECTION OF LIMONITE AVENUE AND HELLMAN AVENUE, PER PARCEL MAP 36787, P.M.B. 241/86-93 FD. 3/4" I.P. TAGGED RCE 862 AS SHOWN ON CORNER RECORD CR 16-0423 AND P.M.B.%�" R3 21/9358') , 16 (4'4121216 20 ESTABLISHED AS THE NE'LY (44CORNER OF PARCEL MAP 36787 (� 44' .3005 E6 PER PMONUMENT8AND3RE�ORD 10UND 00*1- 5 30'3 AS'10"W) R DISTANCEI (106 41 i FD 3/4" I.P. TAGGED / RCE 862 ACCEPTED AS I ,� A POINT ON THE vj ^' i WESTERLY RIGHT-OF-WAY LINE OF i THE CUCAMONGA v co CREEK CHANNEL PER % N 2517• % PARCEL MAP 6141 1� P.M.B. 21/93 I �h :`� W QQ � 3* . v v W p�OO� 51 S•03��R � % � I � I 2 55'0k"E 2 ��� f�$ 40/til rn / Q� 5,)R1 Phil 8141 "E 2511-9 21/93 g'S5 04 \ 2 d co $g, (N6 a o l ro . � O� N 2 1� o I N , 5 '1g"E PARCEL 4�- FD. 1 1/2" I.P. NO TAG ACCEPTED AS A POINT = _ v ON THE WESTERLY LINE a \ OF THE CREEK, OFF N09'54'33"E 1.01' OF THE CALCULATEDINTERSEC11ON OF THE 4 PARCEL 3 1/4 SECTION LINE AND �' a \ THE R/W CHANNEL PER ' PARCEL MAP 6141 N / P.M.B 21/93 co S ot FD. COPPERWELD N APPROXIMATE `� h PARCEL 2 \ MONUMENT TAGGED LS / p(lI�E / =W LOCATION OF PARCEL 1 7731 PER PARCEL S.B.C.F.C.D. p U MAP 36787 P.M.B. $V n R/W PER I J I ` 241/86-93. �j \ PARCEL 6 '6 GRANT DEED N FD. COPPERWELD MONUMENT o N REC. IN BK. Z / 'TAGGED LS 7731, OFF S03'59'16"W �_� 1976, PAGE ap 190445, REC. N p to /0.46'HELD AS AA POINT ON, s\ N-�� 12/10/1976, I a a .<,% 5 3 11 LEGEND A3 SHEET 2 OF 4 e MONUMENT FOUND AS NOTED AC ASPHALT - CONCRETE CL CENTERLINE ENG ENGINEER FD. FOUND I.P. IRON PIPE O.R. OFFICIAL RECORDS R.R. RAILROAD SNF SEARCHED FOR, NOT FOUND STA STATION P.M.B. PARCEL MAP BOOK M.B. MAP BOOK DETAIL A SCALE: 1"=50' POSITION, rZ c3 O.R. �- SEE SHEET 4 S8920'58"E 937.4' C1 (01) R1 THE E'LY LINE OF PARCEL MAP \ �o �\ N Qo 0 — — 36787 PER P.M.B. 241/86-93 `�a�. �• N I (N8921 '02" 937.38) Rl \ "o ��� Lu `2- o PARCEL 2 I - 1 0, I oPRO 6141 \ �l o ^N I `tN 1� PRO( 21/93 z p h h IPhil 38787 PARCEL 5 PHO 241/x88 -93R' \ PARCEL 8 I ct C3 (D3) Rl k6� / \ ��s o O y� • g9 =01m I N N FD. COPPERWELD MONUMENT z Z 31�" ��'1154 0� R62�k� 1 R1 A \ �� loo'I it � d TAGGED LS 7731 PER �^. PARCEL MAP 36787 ^ ^' P.M.B. 241/86-93, HELD AS �,, 0 D 3 BEGINNING OF THE CURVE ( PARCEL 7 .. '� 324 Opp' , 33 q2 ka" o °' S44 50'46"E 20.61' �v ao' N (R 2 (D/ o _ ,� 0'30/31'15 3 L208.87) 076'39"W 22.20)Rl ' 40'25 E (N8978'12"W (N89-40'25 "E Q �1 , /� L�118�g�5g R�2402k� 'o �0 =o a R1 280.04') Rl 299.38') R1 o o 3' 62'(R�40'10"W N89'18'S9"W 88940'10"W R1 �ZD%28,2 "L'1610 k4PARCEL 14 08.87' -.�� 282.51' �� 299.38' C- ( 11,) R1 3g'42 42 ,5g" L'1 0 (d=10'18'57" � � 431.96 _ �} 0.00 D�, D,37'1� N89 40'10"E 862.79' (N89 40'25 E 86287) Rl d=10'18'43 MpN�tE AyE�jE2��6'0/° \ i LIMONITE AVENUE L--- PARCEL 13 58940'10"W 40'25"E 779.40') Rl 3 - 779.32' ( N89 � � FD. COPPERWELD / MONUMENT TAGGED LS 7731 4 PER PARCEL MAP 36787 N N PARCEL 9 I PARCEL 10 I PARCEL 11 PARCEL 12 P.M.B. 241/8�J SEARCH NOTHING FOUND, ESTABLISHED BY SINGLE PROPORTION BETWEEN FOUND MONUMENTS PER PARCEL MAP SEE SHEET 4 I WESTERLY LINE OF / � 41247' (412.62 )R5 RANCHO CUCAMONGA FOUND, ESTABLISHED CREEK (RADIUS) BY HOLDING RECORD AND DISTANCE OF 120' EASEMENT CR 18=0423 (REF. #) to A ,� .� A 0t• I N L� HELLMAN AVENUE AND I / EST COR. BY HOLDING --RECORD / LIMONITE AVENUE, �N :nom (100) R9 NOTHING SET I (2324.00') R8 40/87 EE SHEET 4 (D2) (R1) (100) R9 I 3� 2'16'09" S89 21 20 "E 86.79' DETAIL A - SEE THIS SHEET (S89 57'00 "W 86.62) R6 (33.39') 412.47' (412.62) R5 POSITION, rZ c3 O.R. �- SEE SHEET 4 S8920'58"E 937.4' C1 (01) R1 THE E'LY LINE OF PARCEL MAP \ �o �\ N Qo 0 — — 36787 PER P.M.B. 241/86-93 `�a�. �• N I (N8921 '02" 937.38) Rl \ "o ��� Lu `2- o PARCEL 2 I - 1 0, I oPRO 6141 \ �l o ^N I `tN 1� PRO( 21/93 z p h h IPhil 38787 PARCEL 5 PHO 241/x88 -93R' \ PARCEL 8 I ct C3 (D3) Rl k6� / \ ��s o O y� • g9 =01m I N N FD. COPPERWELD MONUMENT z Z 31�" ��'1154 0� R62�k� 1 R1 A \ �� loo'I it � d TAGGED LS 7731 PER �^. PARCEL MAP 36787 ^ ^' P.M.B. 241/86-93, HELD AS �,, 0 D 3 BEGINNING OF THE CURVE ( PARCEL 7 .. '� 324 Opp' , 33 q2 ka" o °' S44 50'46"E 20.61' �v ao' N (R 2 (D/ o _ ,� 0'30/31'15 3 L208.87) 076'39"W 22.20)Rl ' 40'25 E (N8978'12"W (N89-40'25 "E Q �1 , /� L�118�g�5g R�2402k� 'o �0 =o a R1 280.04') Rl 299.38') R1 o o 3' 62'(R�40'10"W N89'18'S9"W 88940'10"W R1 �ZD%28,2 "L'1610 k4PARCEL 14 08.87' -.�� 282.51' �� 299.38' C- ( 11,) R1 3g'42 42 ,5g" L'1 0 (d=10'18'57" � � 431.96 _ �} 0.00 D�, D,37'1� N89 40'10"E 862.79' (N89 40'25 E 86287) Rl d=10'18'43 MpN�tE AyE�jE2��6'0/° \ i LIMONITE AVENUE L--- PARCEL 13 58940'10"W 40'25"E 779.40') Rl 3 - 779.32' ( N89 � � FD. COPPERWELD / MONUMENT TAGGED LS 7731 4 PER PARCEL MAP 36787 N N PARCEL 9 I PARCEL 10 I PARCEL 11 PARCEL 12 P.M.B. 241/8�J SEARCH NOTHING FOUND, ESTABLISHED BY SINGLE PROPORTION BETWEEN FOUND MONUMENTS PER PARCEL MAP SEE SHEET 4 ` SEARCH NOTHING N89 21 '15 "W 235416' (N89. 2133 "W 235416RI .) (N89 57' " 00E 2353.8.5) R6 / � 41247' (412.62 )R5 RADIUS FOUND, ESTABLISHED N8921'15"W 2766.63' �' �' (412.56) R6 (RADIUS) BY HOLDING RECORD AND DISTANCE OF 120' EASEMENT CR 18=0423 (REF. #) to A 850.00' 20'43'54" L� HELLMAN AVENUE AND I / EST COR. BY HOLDING --RECORD / LIMONITE AVENUE, C2 "Lu (100) R9 NOTHING SET I (2324.00') R8 40/87 "� <r (D2) (R1) W 3� 2'16'09" 33.66' DETAIL A - SEE THIS SHEET W (33.39') 1 (D3) rn ' (� FD. 2" BRASS DISK, � � N AS THE S 1/4 CORNER OF FRACTIONAL SECTION 27 PER PARCEL MAP 36787 i P.M.B. 241/86-93 i / 326.10' (325.94) R6 / ` SEARCH NOTHING N89 21 '15 "W 235416' (N89. 2133 "W 235416RI .) (N89 57' " 00E 2353.8.5) R6 / � 41247' (412.62 )R5 RADIUS FOUND, ESTABLISHED N8921'15"W 2766.63' �' �' (412.56) R6 (RADIUS) BY HOLDING RECORD AND DISTANCE OF 120' EASEMENT CR 18=0423 (REF. #) ANGLE FROM CL INT BETWEEN 850.00' 20'43'54" d v HELLMAN AVENUE AND I / EST COR. BY HOLDING --RECORD I LIMONITE AVENUE, C2 DISTANCE FROM SW COR PARCEL (100) R9 NOTHING SET I (2324.00') PER PM 36787, P.M.B. 241/86-93 N (D2) (R1) & CR 16-0423 3� 2'16'09" 33.66' DETAIL A - SEE THIS SHEET (02'15'02") (33.39') 1 (D3) (R1) FD. 2" BRASS DISK, ILLEGIBLE, FLUSH, ACCEPTED o AS THE S 1/4 CORNER OF FRACTIONAL SECTION 27 PER PARCEL MAP 36787 P.M.B. 241/86-93 36787 P.M.B. 241/86-93 CL CREEK PER BK 738, PG 334, 4/6/1946, O.R. S89 2126 "E 113.63' (S89 57'00 "W 113.38) R6 ;(N89 45 30"E 113-38) R9 CENTERLINE OF THE CREEK OBTAINED BY RECORD OFFSET FROM THE FOUND MONUMENT ON THE WESTERLY LINE OF THE CHANNEL EASTERLY LINE OF THE RANCHO CUCAMONGA CREEK FOUND LEAD & TAG STAMPED L.S. 7083 IN TOP OF WALL, OFF N49'10'25"E 0.47' OF THE CALCULATED POSITION OF THE SOUTHWEST CORNER OF PARCEI 2 PER CERTIFICATE OF CORRECTION DOC. NO. 2018-0325377, REC.08/14/2018, O.R. CURVE TABLE RECORD to -. RADIUS DELTA LENGTH (RADIUS) (DELTA) (LENGTH) (CURVE #) (REF. #) Cl 850.00' 20'43'54" 307.56' N 20 No ooZ (D1) (R1) C2 2324.00' (100) R9 356.93' S89 2126 "E 113.63' (S89 57'00 "W 113.38) R6 ;(N89 45 30"E 113-38) R9 CENTERLINE OF THE CREEK OBTAINED BY RECORD OFFSET FROM THE FOUND MONUMENT ON THE WESTERLY LINE OF THE CHANNEL EASTERLY LINE OF THE RANCHO CUCAMONGA CREEK FOUND LEAD & TAG STAMPED L.S. 7083 IN TOP OF WALL, OFF N49'10'25"E 0.47' OF THE CALCULATED POSITION OF THE SOUTHWEST CORNER OF PARCEI 2 PER CERTIFICATE OF CORRECTION DOC. NO. 2018-0325377, REC.08/14/2018, O.R. CURVE TABLE RECORD CURVE # RADIUS DELTA LENGTH (RADIUS) (DELTA) (LENGTH) (CURVE #) (REF. #) Cl 850.00' 20'43'54" 307.56' (850.00') (20'43'54") (307.56') (D1) (R1) C2 2324.00' 8'47'59" 356.93' (2324.00') (8'47'17") 1 (354.43') (D2) (R1) C3 850.00' 2'16'09" 33.66' 1 (850.00') (02'15'02") (33.39') 1 (D3) (R1) SEE DETAIL A i 0 LINE TABLE RECORD LINE # BEARING LENGTH (BEARING) (LENGTH) (LINE #) (REF. #) L1 S12'53'34"E 344.75' (Sl 2-53'34-E) (344.71') (M1) (R1) L2 N10'37'25"W 344.73' (N10'38'32"W) (345.17') (M2) (R1) U MARK ■ � THOMAS 0 µ` 100 200 400Feet RECORD OF SURVEY SCALE 1" = 200' BEING A PORTION OF FRACTIONAL SECTION 27, TOWNSHIP 2 SOUTH, RANGE 7 WEST, PER SECTIONALIZED SURVEY OF THE JURUPA RANCHO FILED IN BOOK 9 OF MAPS, PAGE 33, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO RIV CO 21-019 SEE SHEET 1 FOR BASIS OF BEARINGS, NOTES, FULL LEGEND, AND REFERENCES DETAIL 8 SCALE: 1'--5' a C N =W 0 vil (N89 21 :39 "W 4.55) R3 N89 21 '05"W 4.71' S8921 05"E 2378.31' N7g 2 33 W (N 78 51'13"W) R4 FD. 1" I.P. W/ILLEGIBLE TAG, ACCEPTED AS A POINT ON THE E'LY R/W IN LIEU OF 1" IP W/PP TAG "LS 7083" PER MAP M.B. 440/59-69 FD. 3 /4" I.P. RCE - 862 ACCEPTED AS A POINT ON N -S ALIGNMENT ON THE 1/2 SEC LINE PER RS 40/67 OF J.F.DAVIDSON RCE 862 & CR 16-0423 ('441.18��R3 (4440•92')R1 (4 gi•pi FD 3/4" I.P. (216.581Z3 3 - 216- � 30 •E Y��3 h8 DETAIL C SCALE. 1"--50' 41.16' (41.27) R. 30.11' (30.11) R3-\ JURUPA RANCHO LINE (COUNTY BOUNDARY LINE) / C8 (08) R3 L7 (M7) RR3 � (233.6 233 i =W O p n z 10 v ',�9 (D9) R3-� I I FD. 1" I.P. TAGGED "LS 8246" AS SHOWN I ON RS 115/37-50 ARCHILBALD AVENUE 26% / N/ •55,18"E i (M9) R3 i i r INTERSECTION OF ARCHIBALD AVENUE AND THE COUNTY LINE ESTABLISHED BY THE PROLONGATION OF THE CENTERLINE FROM FOUND MONUMENT. LINE TABLE TAGGED RCE 862 1 LINE # ACCEPTED AS THE LENGTH WESTERLY I (LENGTH) RIGHT-OF-WAY LINE (REF. #) OF THE CUCAMONGA N33'43'25"E CREEK CHANNEL (N33.43'42"E) PER PARCEL MAP (M3) 6141 P.M.B. 21/93 N I I- I W (M4) Lu L5 N28.41'38"E 70.28' v) mol Lu'o c6 Wr Q' I co W= (229.53') (M6) (R1) L7 (216.581Z3 3 - 216- � 30 •E Y��3 h8 DETAIL C SCALE. 1"--50' 41.16' (41.27) R. 30.11' (30.11) R3-\ JURUPA RANCHO LINE (COUNTY BOUNDARY LINE) / C8 (08) R3 L7 (M7) RR3 � (233.6 233 i =W O p n z 10 v ',�9 (D9) R3-� I I FD. 1" I.P. TAGGED "LS 8246" AS SHOWN I ON RS 115/37-50 ARCHILBALD AVENUE 26% / N/ •55,18"E i (M9) R3 i i r INTERSECTION OF ARCHIBALD AVENUE AND THE COUNTY LINE ESTABLISHED BY THE PROLONGATION OF THE CENTERLINE FROM FOUND MONUMENT. LINE TABLE RECORD LINE # BEARING LENGTH (BEARING) (LENGTH) (LINE #) (REF. #) L3 N33'43'25"E 87.42' (N33.43'42"E) (87.45") (M3) (R3) L4 N12'58'41"E 57.11' (N12'58'58"E) (57.12') (M4) (R3) L5 N28.41'38"E 70.28' (N28'41'55"E) (70.29') (M5) (R1) L6 N12'47'38"E 229.54' (N12'47'13"E) (229.53') (M6) (R1) L7 N1247'38"E 56.67' (N12'47'13"E) (38.90') (M7) (R3) L8 N64'59'50"E 152.28' (N64'59'36"E) (152.04') (M8) (R3) L9 N00'45'54"E 37.96' (N00'46'24"E) (37.96') (M9) (R3) FD 1" I.P. ON AC, ACCEPTED AS A POINT ON THE TANGENT PROLONGATION OF ARCHIBALD AVE. PER (� O RS 115/37-50 �UE ETON ,lool REM�N FD. R.R. SPIKE W/ PUNCH MARK DN 3", PER RS / 115/37-50. E 3 rA), FD. 1" I.P. W/PP TAG RCFC & WCD, FLUSH ACCEPTED AS POINT ON THE S'LY BNDY OF PARCEL 2300 -IA PER RS 115/37-50 PARCEL 2 3 (M3) R3 ' l r cFD. 1" I.P. W/PP TAG RCFC & WCD, FLUSH �t ACCEPTED AS POINT ON THE S'LY BNDY OF PARCEL 2300 -IA PER RS 115/37-50 t\-BOOK E'LY ROW OF THE CHANNEL P�R RECORD OF SURVEY FILED IN 115, PAGES 37-50 \ I/ LOT E DETAIL B - SEE THIS SHEET SEE SHEET 4 coo11100111 .�N" 1�NE URotA RANUpARY JuATY so 1' •155) R 110.165 �C .' 105.69 (15p65�04E (N6g ,19 1110- 090 � •55�Q(��o O� O� HS TTE/37-60 O�OMC�O��ODC� COO UHTY FLOOD COH71ROL ANDD MATER C GHBERdL, 700H PARCEL 1 a0a3-00-7537 [^10 'r . - - 1 SHEET 3 OF 4 DETAIL C - SEE THIS SHEET RS i Pel 37629 I / Phil o �)46/6J1.6_q G5 FD 1 1/4" I.P. IN MONUMENT WELL, NO TAG, ACCEPTED AS THE NE CORNER OF SECTION 27 IN LIEU OF 1 1/4- I.P. TAGGED "RIV. CO SURVEYOR" PER PARCEL MAP 35865 P.M.B. 240/90-95 SOUTHERLY LINE OF PARCEL 1 OF RECORD OF SURVEY 34/81 ESTABLISHED BY RECORD ANGLE FROM THE EAST LINE OF SECTION 27 AND MONUMENT FOUND AT CUCAMONGA CREEK CHANNEL S89 21'05"E 2J48--31' (N89 21 '39 "W 2348.04) R3 (N89 45'30 "W 2347.72) R9 (S8921 '21 E 2348.23) R2 CURVE TABLE RECORD CURVE # RADIUS DELTA LENGTH (RADIUS) (DELTA) (LENGTH) (CURVE #) (REF. #) C4 262.00' 26'07'47" 119.48' (262.00') (26'09'01") (119.58') (D4) (R3) C5 3038.00' 4'55'29" 261.13' (3038.00') (4'55'28") (261.11') (D5) (R3) C6 1000.00' 15'56'35" 278.26' (1000.00') (15'57'50") (278.62') (D6) (R3) C6 1000.00' 15'56'35" 278.26' (1000.00') (15'56'59") (278.38') (D11) (R7) C7 970.00' 13'11'35" 223.36' (970.00') (13'12'46") (223.69') (D7) (R3) C8 970.00' 1'11'14" 20.10' (970.00') (01'11'14") (20.10') (D8) (R1) C9 970.00' 1'24'59" 23.98' (970.00') (01'24'44") (23.91') (D9) (R1) C10 1000.00' 2'04'29" 36.21' (1000.00') (01'55'21") (36.16') (D10) (R3) In 12 27 E ,to iv 0 Iz 23 U MARK ■ ■ THOMAS 0 0 75 150 300Feet RECORD OF SURVEY BEING A PORTION OF FRACTIONAL SECTION 27, TOWNSHIP 2 SOUTH, SCALE 1" = 150' RANGE 7 WEST, PER SECTIONALIZED SURVEY OF THE JURUPA RANCHO FILED IN BOOK 9 OF MAPS, PAGE 33, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO RIV CO 21-019 SEE SHEET 1 FOR BASIS OF BEARINGS, NOTES, FULL LEGEND, AND REFERENCES co �� I co cp � rn) 'w ISOUTHERLY LINE OF PARCEL 1 OF RECORD OF SURVEY 34/81 ESTABLISHED - SEE DETAIL SHEET 3 BY RECORD ANGLE FROM THE EAST LINE OF SECTION 27 AND MONUMENT FOUND AT CUCAMONGA CREEK CHANNEL SEE SHEET 3 FOUND 1 1/4" I.P. IN MONUMENT WELL, NO TAG, ACCEPTED AS THE NE CORNER OF SECTION 27 IN LIEU OF 1 1/4- I.P. TAGGED "RIV. CO SURVEYOR" PER PARCEL MAP 35865 PMB 240/90-95 N00'38'16 "E 811.62' (NO -15'W 811.62) R. I S89 21 '05 E 2348.31' (NB9 2139 "W 2348.04) R3 (N89 4530 "W 2347.72) R9 LOT E l\ (S89-21'2 11E 2348.23) R2 / IV / _ `�\ \ PARCEL 3 ,I 00 0 i PARCEL 2PH 371693 / " TED AS APOINT LEGIBLE A ON THE E'LYR/WCINELIEU\ / / PHB 263/70-72 p o o OF 1" IP W/PP TAG "LS 7083" PER FD. 1 1/2" I.P. NO TAG N / MAP M.B. 440/59-69 PARCEL 4 ACCEPTED AS A POINT ONTHE WESTERLY LINE OF THE CREEK, OFF v v " \ / ' F THE ( � FD. 1" I.P. TAGGED LS 5390", OFF N09 54 33 E 1.01 0 CALCULATED INTERSECTION OF THE 1/4 SECTION LINE AND THE R/W \ \ CHANNEL PER PARCEL MAP 6141 P.M.B. 21/93 SEARCH \ PARCEL 5 NOTHING APPROXIMATE LOCATION OF cV S.B.C.F.C.D. R/W PER \ CORRECTION DOC. NO. 2018-0325377, REC.08/14/2018, O.R. , GRANT DEED RECORDED ON I I co N BOOK 1976, PAGE 190445, h REC. 12/10/1976, O.R. o / I /I N "a I I � W I W � / N / / � � I J uj W �, I N (n I I 11 d' N N h II h II J o J J S81'35'36"E 0.08' OF THE CALCULATED PARCEL 1 \ \ POSITION, ACCEPTED AS A POINT ON THE E'LY LINE OF CUCAMONGA CREEK / '� SEARCH \ PARCEL 5 NOTHING CHANNEL PER CERTIFICATE OF / \ \ CORRECTION DOC. NO. 2018-0325377, REC.08/14/2018, O.R. 27 PARCEL 6 FD. 1" I.P. TAGGED "LS 5390% OFF /TD S61'18'06" W 1.65' OF THECALCULATED POSITION, ACCEPTED ASp� �����°A POINT OFFSET OF CUCAMONGA CREEK CHANNEL PER CERTIFICATE OF PARCEL 7 P H o CORRECTION DOC. NO. 2018-0325377, mo/sosoREC.08/14/2018, O.R.° 0 / / / \ PARCEL 8 \ PARCEL 9 \ PARCEL 10 y / 2665.38') ih _ : d FD. 1" I.P. TAGGED "LS 5390" \ /' S7p'02 3 j /' / _ b o N ACCEPTED AS POINT ON THE / / 5 25� � SOUTHERLY LINE OF PARCEL A 03 I N v v 100' 100' E'LY LINE OF CUCAMONGA / /' "E 266 /' / AND PARCEL B OF LOT LINE - CREEK CHANNEL PER / 0.02'46 / / / ADJUSTMENT NO.5152 AS SHOWN - CERTIFICATE OF CORRECTION / / N� / / / ON PARCEL MAP P.M.B. _ DOC. NO. 2018-0325377, REC.08/14/2018, O.R. / 3 / / / / / / SEARCH NOTHING FOUND DETAIL A - SEE SHEET 2 FOUND LEAD &TAG STAMPED L.S. 7083 IN --� TOP OF WALL, OFF N4910'25"W 0.47' OF THE I CALCULATED POSITION OF THE SOUTHWEST CORNER OF PARCEL 2 PER PARCEL MAP NO. (� 35865 AS RECORDED ON P.M.B. 240/90-92 240/90-95 AND ESTABLISHED _ BY RECORD ANGLE FROM THE EAST LINE OF SECTION 27 / / 'm amn �o o" S89 2126 "E 2526.30' (S89 21 '21 E 2526.47) R2 (N89 2039 "W 2526.25) R4 N89 21'26"W 2639.93' TH 30893 H.B. 0 400,3/90-98 ------------ FOUND 1" I.P., NO TAG, ACCEPTED AS THE E'LY 1/4 OF SECTION 27 IN LIEU OF 1" I.P. TAGGED "LS 7083" PER PARCEL MAP 35865 P.M.B. 240/90-95 30' ro N 23 Z) W I� I" iw to j Q c) -o 43- ©o-) S 317 SHEET 4 OF 4 HS 59/2T-22 50' 0 75 150 300 Feet SCALE 1" = 150' ., ►I MARK ■ m THOMAS RECORD OF SURVEY BEING A PORTION OF FRACTIONAL SECTION 27, TOWNSHIP 2 SOUTH, RANGE 7 WEST, PER SECTIONALIZED SURVEY OF THE JURUPA RANCHO FILED IN BOOK 9 OF MAPS, PAGE 33, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO RIV CO 21-019 Jl� NNI ouc ccpp I o / /I x � / N / / � v J / 'I I I E'LY LINE OF CUCAMONGA / /' "E 266 /' / AND PARCEL B OF LOT LINE - CREEK CHANNEL PER / 0.02'46 / / / ADJUSTMENT NO.5152 AS SHOWN - CERTIFICATE OF CORRECTION / / N� / / / ON PARCEL MAP P.M.B. _ DOC. NO. 2018-0325377, REC.08/14/2018, O.R. / 3 / / / / / / SEARCH NOTHING FOUND DETAIL A - SEE SHEET 2 FOUND LEAD &TAG STAMPED L.S. 7083 IN --� TOP OF WALL, OFF N4910'25"W 0.47' OF THE I CALCULATED POSITION OF THE SOUTHWEST CORNER OF PARCEL 2 PER PARCEL MAP NO. (� 35865 AS RECORDED ON P.M.B. 240/90-92 240/90-95 AND ESTABLISHED _ BY RECORD ANGLE FROM THE EAST LINE OF SECTION 27 / / 'm amn �o o" S89 2126 "E 2526.30' (S89 21 '21 E 2526.47) R2 (N89 2039 "W 2526.25) R4 N89 21'26"W 2639.93' TH 30893 H.B. 0 400,3/90-98 ------------ FOUND 1" I.P., NO TAG, ACCEPTED AS THE E'LY 1/4 OF SECTION 27 IN LIEU OF 1" I.P. TAGGED "LS 7083" PER PARCEL MAP 35865 P.M.B. 240/90-95 30' ro N 23 Z) W I� I" iw to j Q c) -o 43- ©o-) S 317 SHEET 4 OF 4 HS 59/2T-22 50' 0 75 150 300 Feet SCALE 1" = 150' ., ►I MARK ■ m THOMAS RECORD OF SURVEY BEING A PORTION OF FRACTIONAL SECTION 27, TOWNSHIP 2 SOUTH, RANGE 7 WEST, PER SECTIONALIZED SURVEY OF THE JURUPA RANCHO FILED IN BOOK 9 OF MAPS, PAGE 33, OFFICIAL RECORDS OF THE COUNTY OF SAN BERNARDINO RIV CO 21-019 Jl�