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HomeMy WebLinkAboutRS0167P0016-00291/LI°l SHEET 1 OF 14 SHEETS MAPPING ANGLE = 00° 13'54.41 " AT POINT 4339) PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) GRID NORTH SEE SHEET 14 FOR RECORD REFERENCES LIST. SEE SHEET 14 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. "PSDM" N: 1 ,855,831 .85' E: 6,620,077.66' ARCHIBALD AVENUE IN RECORD OF SURVEY NO. 2018-0189 THE CITY OF ONTARIO IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS PETER J. FITZPATRICK, P.L.S. 6777 DATE OF SURVEY: APRIL 2017 TO FEBRUARY 2018 "LORS" / N: 1,870,992.05' E: 6,636,093.81 ' N81°29'26"W 69,963.58 _ (BASIS OF BEARING) J1r `85,345.05' N86° 46' 15' E M339 FND. 2 1/4" CDOT BRASS DISK STAMPED "CAL. DEPT OF HIGHWAYS, P.I. ARCH INLAND REPL 1" IP", FLUSH, ACC. PER CR 178/059 & R13. N: 1 , 848,1 92.90' E: 6,684,811.44' INLAND EMPIRE BOULEVARD (AKA G STREET) SHEET 3 w wD CC w a SHEET 5 SHEET 7 SHEET 2 I-10 (SAN BERNARDINO FRFE WAYI SHEET 4 REFERENCE DOCUMENT NOTE TURNER A VENUE SHEET 6 THIS RECORD OF SURVEY IS #5 IN A SERIES OF 6 RECORD OF SURVEYS THAT RE-ESTABLISHES PORTIONS OF THE 1-10 FREEWAY RIGHT OF WAY BETWEEN RAMONA AVENUE (WESTERLY LIMIT) AND BARRINGTON AVENUE (EASTERLY LIMIT), AND INCLUDES ADJOINING STREETS AND PERTINENT ADJOINING PARCELS. REFERENCE DOCUMENTS ARE SHOWN ON SHEET 14 OF THIS SURVEY AND ENCOMPASS ALL REFERENCE DOCUMENTS FOR ALL 6 SURVEYS. THE PERTINENT REFERENCE DOCUMENTS FOR THIS RECORD OF SURVEY ARE AS FOLLOWS: R13, R228 THROUGH R243, AND R258. DATUM STATEMENT COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), NAD 83 ZONE V. ALL MEASURED DISTANCES SHOWN ARE GRID UNLESS OTHERWISE NOTED. TO OBTAIN GROUND DISTANCES, DIVIDE THE GRID DISTANCE SHOWN BY AVERAGE COMBINATION FACTOR OF 0.999948643 (PROJECT SPECIFIC) SHEET 8 H WEN AVENUE SHEET 9 -o Tiny SHEET 10 GU kST 1 ROAD SHEET 13 M429 FND. 2 1 /4" BRASS DISK, STAMPED "C/L I-10 INTX SEC. LINE PLS 3712", FLUSH, ACC. PER CR 216/007. N: 1 , 84 7, 209.99' E: 6,695,451.17' INLAND EMPIRE BOULEVARD SHEET 11 EBONY STREET SHEET ;Z jZ uj 12 "EWPP" N: 1,860,639.40' E: 6,705,287.20' ;., iI. o Io I I I I I r \\ I S 9 Iw D z W > a z W 14 J J GUASTI ROAD STATEMENT OF PURPOSE THE PURPOSE OF THIS SURVEY IS TO RE-ESTABLISH THE STATE OF CALIFORNIA RIGHT-OF-WAY BOUNDARY PER RECORD DOCUMENTS AND CONTROLLING MONUMENTATION AS SHOWN HEREON. THIS MAP IS BEING FILED PURSUANT TO SECTION 8762 (b)(5) OF THE PROFESSIONAL LAND SURVEYORS'ACT TO SHOW MONUMENTS FOUND FOR PRESERVATION PRIOR TO CONSTRUCTION UNDER SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. BASIS OF BEARINGS THE BASIS OF BEARING FOR THIS SURVEY IS THE STATE PLANE COORDINATE SYSTEM, NAD 83, ZONE V, (EPOCH 2007) AS DETERMINED LOCALLY BY THE LINE BETWEEN CALIFORNIA SPATIAL REFERENCE CENTER C.S.R.C. "CORS" STATION "LORS" AND "EWPP" BOTH AS PUBLISHED ON C.S.R.C. DATA SHEETS BEING N 81°29'26" W. SAN BERNARDINO COUNTY RECORDER'S CERTIFICATE THIS MAP HAS BEEN FILED UNDER DOCUMENT NUMBER 2O(9^ O3C8 12 `O THIS 23'1 DAY OF nCt0I0er , 201_, AT 1:05 IN BOOKI4-1 OF Reci rd 4 )rve 4 AT PAGE 10- Zq AT THE REQUEST OF 5n1I COur1fNN Tr 5p0146+1l OY1 F}ui r + 013 IN THE AMOUNT OF $ 3 •oO �/ BOB DUTTON ASSESSOR -RECORDER COUNTY OF SAN BERNARDINO BY: DEPUTY RECORDER COUNTY SURVEYOR'S STATEMENT THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE PROFESSIONAL LAND SURVEYORS'ACT ON THIS 4= DAY 0F5Grr'gWwde, 2019. THOMAS P. HERRIN, COUNTY SURVEYOR COUNTY OF SAN BE NARDINO BY:( /�a�• / P.L.S. NO. LICENSE EXPIRES: 12-51-tC, , DEPUTY 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 SAN BERNARDINO COUNTY TRANSPORTATION AUTHORITY IN APRIL 2017. PETER J. FITZPATRI K, P.L.S. 6777 LEGEND ACC. = ASPH. = B-B = BC = BNDY = CDOH = CDOT = C.O.C. = C/L = CALC'D = CALIF. = CFR = CONC. = DIST. = DIST.-B= DIV. DN. DOC. EC ESTAB. FND. INST. INTX IP L&T&T Lii DATE ACCEPTED ASPHALT BEARING -BEARING BEGINNING OF CURVE BOUNDARY CALIFORNIA DEPARTMENT OF HIGHWAYS CALIFORNIA DEPARTMENT OF TRANSPORTATION CERTIFICATE OF CORRECTION CENTERLINE CALCULATED CALIFORNIA CALCULATED FROM REFERENCE CONCRETE DISTANCE DISTANCE -BEARING DIVISION DOWN DOCUMENT END OF CURVE ESTABLISH FOUND INSTRUMENT INTERSECTION IRON PIPE LEAD, TACK & TAG INDICATES CALIFORNIA SPATIAL REFERENCE CENTER C.S.R.C. CONTINUOUSLY OPERATING REFERENCE STATION "CORS" FIXED PROJECT CONTROL. M M.B. _ MH MON(S). = 0.C.L. = O.R. _ 0/S = OTB = P.M.B. PCC = PL PP PRC = R.S.B. R /W RAD. _ REC. _ REF. _ SNF = SPK. _ STD. SURV. _ TB YPC = AM, MEASURED MAP BOOK MANHOLE MONUMENT(S) ONTARIO COLONY LANDS OFFICIAL RECORDS OFFSET ONTARIO TIE BOOK PARCEL MAP BOOK POINT OF COMPOUND CURVATURE PROPERTY LINE PLASTIC PLUG POINT OF REVERSE CURVATURE RECORD OF SURVEYS BOOK RIGHT-OF-WAY RADIAL RECORD REFERENCE SEARCHED, NOTHING FOUND SPIKE STANDARD SURVEY TIE BOOK YELLOW PLASTIC CAP MONUMENT NUMBER TIE NUMBER FOUND MONUMENT AS NOTED INDICATES STATE R/W NOT SURVEYED L(/L°)1 SHEET 2 OF 14 SHEETS SCALE 1" = 50' LiJ LiJ Q ONION MO • ARCHIBALD NOO°21 `29"W 0.6 "PSDM" 6' N: 1 ,855,831 .85' Ni6� E: 6,620,077.66' ONO N89°46'16"W 5000 RECORD OF SURVEY NO. 2018-0189 IN THE CITY OF ONTARIO IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS INLAND EMPIRE BOULEVARD (AKA G STREET) N17°45'10"E i (RAD.) Qcp8o5 3' 32, . L945 Op6 7' (4=08 5 5. 40. L _ 146.70 3R228 GRID NORTH 41) MAPPING ANGLE = 00° 1 3'54.41 " AT POINT (M339) PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100' 150' SCALE 1" = 50' NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. PARCs,EL MAP NO, 1 1 209 r J M J E) J 1 /J 5 J V` N08° 51 '37"E : (RAD.) M364 5001 2,660.87' FARO I 2 PETER J. FITZPATRICK, P.L.S. 6777 DATE OF SURVEY: APRIL 2017 TO FEBRUARY 2018 POINT. ESTABI - BY B-B INTX (Ni 355' 18' (355, N81°08'23" 23 R228) W 504.59 (504. 70' 2R 28 ) MONUMENTS NOTE: FND. 2 1/4" CDOT BRASS DISK STAMPED "CAL. DEPT OF HIGHWAYS, P.I. ARCH INLAND REPL 1" IP", FLUSH, ACC. PER CR 178/059 & R13. FND. 2 1/4" CDOT BRASS DISK STAMPED "21+50.0 CL ARCH", FLUSH, ACC. PER CALTRANS MONUMENTATION MAP 419052-1 THROUGH 419052-6 & R13. 436 FND. 2" IP & TAG STAMPED "RCE 14814", ACC. PER R228, DN. 0.2'. A36 FND. 2" IP & TAG STAMPED "RCE 14814", ACC. PER R228, DN. 0.2'. 436 FND. 2" IP & TAG STAMPED "RCE 14814", ACC. PER R228, DN. 0.5'. 436 FND. 2" IP & TAG STAMPED "RCE 14814", ACC. PER R228, DN. 0.1'. 437 FND. 1" IP W/ TACK & TAG STAMPED "LS 7734" PER R232. FLUSH IN DIRT. A39 FND. 1" IP W/ TACK & TAG STAMPED "LS 7734", ACC. PER R232, SOO°33'36"W, 0.25', HELD FOR LINE, DN. 0.2'. FND. 1" IP W/ TACK & TAG STAMPED "LS 7734", FLUSH, ACC. PER R232 & CITY OF ONTARIO TB 5493. M339 M3541 POINT. ESTAB. BY B-B INTX w • "tOs '- co 0 ' CO W N co 2 O O O C v (2,661 .22' R228) NNW N89°46'16"E 1,555.4414 (1 ,555.77' R228) N89°46'16"W 279.921(280.00' R228) HELD PARALLEL AS SHOWN ON R228 & R229 149 4 (74g.47' R�28) 0A397 MM. MIS O EM 5029 FND. 1" IP W/ YPP STAMPED "CALIF DOT" PER R232 DN 0.8' (0.5' PER R232). ACCEPTED AS R/W ANG POINT PER INST. NO. 2004-0392553, O.R. N 18°50'01" W (RAD.) 5028 FND. 1" IP. NO REF. ACCEPTED AS LOCATION OF 1" IP W/ YPP STAMPED "CALIF DOT" PER R232. PIPE WAS BENT OVER, MONUMENT WAS LOCATED AT POINT OF BEND DN 0.5'ACCEPTED AS R/W ANG POINT PER INST. NO. 2004-0392553, O.R. 1 NST, NO 2001, 03��2J5.3 5, iM & INST • NO. 2004_0392553, N 83°11'SS.. E 412.91 SEE SHEET 1 FOR BASIS OF BEARINGS AND DATUM STATEMENT, MONUMENT NOTES, CONTROL DIAGRAM/INDEX MAP, SHEET INDEX MAP. SEE SHEET 14 FOR RECORD REFERENCES LIST. SEE SHEET 14 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. O.R.) (gt2.95' R232) R/W ESTAB. BY GRANT BOUNDARY ADJUSTMENT BTWN M364 & M367 I -1 0 (SAN BERNARDINO FREEWAY) & CALTRANS p±17o24,54„ OA MAP 6TgA7_031 R/W ° 25'p3" R232) �1T 25 & BK 6612, PG, 917, O• & R2321 111 /61-65 (180.8, L=180.551 4 M CA`T 31N(18 / $a' R232) 67g47 0 Of J �612/91 PARCEL J 94.11' (94.06' R232) o Lt.; M 0=03° 01 ' 36" (03° 31'38.. R2321 R=643.97 M&R232 L=34.02' (34.03 ' R232) NOO° 33'36"E 44.00' 5002 SNF. ESTAB. BY B-B INTX. 132.90' (132.91'R228) / N85°32'12"W a 904.36' (904.55' R228) In TO TURNER AVENUE PARCEL MAP NO, JJ61 y F,M, HELD PARALLEL TO INLAND EMPIRE 'BLVD(FORMERLY COLTON AVE/"G" STREET) PER R228 & R229. MVO PAROr I 2 PARCEL LINE ESTAB. BY REC. co ANGLE & REC. DIST. PER R228 oo cv N � � M REMAINDER OF 1 NST , NO, J 9 990325405; O, R HELD REC ANGLE PER R228 & O.R. 6618/922 450.62' (450.74' R228)-----,.. 'es) 6' 583.52' (583.65' � -� o � N R228) � 00 09 N N N M N cO N N Q 0 L CO g VCO LO �O w 06 LAB T R iL\ NS P,L1RD _ M 1 l l 2— rO, f, J 9/922 �•— N89°56'35"W 1 ,1 50.49' (1 ,1 50.77' R228) 0o un o (1,150.37' O.R. 6618/922) z o• N89° 56'35"E 1 , 300.62' (1 , 300.76' R228) 0,RJ 1d91/4i1 IMO THE POSITION OF THE EXISTING R/W BETWEEN TURNER AVENUE AND EAST OF ARCHIBALD AVENUE ESTAB. HOLDING FOUND MONUMENTS SHOWN HEREON, P.M.B. 111/61-65 AND R232 AND HIGHWAY DEED CALLS PER BK 6612, PG 917, O.R. AND INST. NO. 2004-0392553, O.R. 5030 SFNF, R/W ANG. PT. ESTAB. AT REC. DIST. (613.00') FROM M374 PER BK 6612, PG. 917, O.R., AND AS SHOWN ON CALTRANS R/W MAP 70901-03 & P.M.B. 111/61-65 N88°34'53"E 613.00' (BK 6612, PG 917, O.R., P.M.B. 1 1 1 /61-65 & R232) 518.89' (518.94' R232) PARDEL MAP NO, 1 909 F m , E , 227/9 91 SNF; ESTAB. BY REC. ANGLE (90°) AND REC. DIST. (44.00') FROM FND. C/L MON. PER R232 rAl\url J N89°26'24"W 246.71' (R232) NOT SURVEYED. ESTAB. BY\ NI" • REC. ANG. & DIST. PER R232 GUASTI ROAD N89°26'24"W 1,434.63' FARCrL J\JIAp NO, 2144 p,J\J1,,e, J 1 1/61-65 S51°13'13"W 20.51' (1,434.66' R232) N50°11'08"W 20.54' S89"264"E- 8.2 ' N89426'24"W 1,028.87' (1 ,028.90' R232 ) SEE SHEET 3 TO TURNER AVENUE 51/1_9)1 SHEET 3 OF 14 SHEETS SCALE 1" = 50' TO ARCHIBALD AVENUE -�-- N89°46'16"W i GRID NORTH IMO RECORD OF SURVEY NO. 2018-0189 IN THE CITY OF ONTARIO IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS 2,660.87' INLAND EMPIRE BOULEVARD (AKA G STREET) N89°46'16"E 1,555.44' 904.36' (904.55' R228) POINT. ESTAB. BY PROP PARCEL 2 REMAINDER OF INST, No, 1 9990325 05 y 4) MAPPING ANGLE = 00° 13'54.41 " AT POINT (1.4339) PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100' 150' SCALE 1" = 50' NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. SEE SHEET 1 FOR BASIS OF BEARINGS AND DATUM STATEMENT, MONUMENT NOTES, CONTROL DIAGRAM/INDEX MAP, SHEET INDEX MAP. SEE SHEET 14 FOR RECORD REFERENCES LIST. SEE SHEET 14 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. -.- 450.62' (450.74' R228) N85°32'12.,W 583.52'(583.65'R228) N00°13'44"E 799.80' (800.09' R228) 5003 ESTAB. BY GRANT BOUNDARY ADJUSMENT FD 2" IP TAGGED "RCE 14814" PER R228 LAID DOWN WITH LOOSE HOLE IN DIRT. MONUMENT NOT LOCATED. I -1 0 (SAN BERNARDINO FREEWAY) N89° 56'35"E 173.63' (1 73.60' R228) (1 ,555.77' R228) 90° 00'00" MONUMENTS NOTE: II,355 PETER J. FITZPATRICK, P.L.S. 6777 DATE OF SURVEY: APRIL 2017 TO FEBRUARY 2018 PARCEL 3 OLD "G" STREET C/L ESTAB. BY HOLDING M144 (AT HAVEN AVENUE) & INT. OF 2 REC TIES (LEAD & TAGS AT TURNER AVENUE) PER CITY OF ONTATIO TIE NO. 4399, PER R230. 651.OB (651;22` K118) FND. 3 L&T TIES PER CITY OF ONTARIO TB NO. 4399; ESTB. INTX FROM 2 E'LY SWING TIES, ACC. AS TURNER & INLAND EMPIRE C/L INTX. a36 FND. 2" IP & TAG STAMPED "RCE 14814", ACC. PER R228, DN. 0.8' IN DIRT. FD 1 1 /2" BRASS CAP STAMPED "LS 7914", ACC. PER R230, DN. 0.3' IN DIRT. d36 ESTAB. C/L INTX FROM FND. 3 L&T&T TIES STAMPED "PLS 7914" PER CITY OF ONTARIO TB 5087. TIES NOTE: T57 FND. L&T , ACC. PER CITY OF ONTARIO TIE BOOK 4399. T58 FND. L&T&T, ACC. PER CITY OF ONTARIO TIE BOOK 4399. T59 FND. L&T&T PLS 7914, ACC. PER CITY OF ONTARIO TIE BOOK 5087. OTB = ONTARIO CITY TIE BOOK TIE LINE TABLE: NO. DISTANCE RECORD REFERENCE L417 65.38' (65.325' OTB 4399) L418 79.53' M&PER OTB 4399 L419 63.40' (65.39' OTB 4399) L420 39.70' (39.72' OTB 5087) L421 19.81' (19.84' OTB 5087) L422 48.77' (48.81' OTB 5087) (2,661 .22' R228) 0=89°25'18" (89°25'44" R228) R=15' L=23.41 ' M&R228 - N00°20'58"W 272.00' (272.26'R228) 5.66' M&R228 AO ESTAB. BY DEED DISTANCE OF 556.00' FROM S'LY LINE OF LOT 4 PER O.R. 1 881 /477 PARCEL LINE ESTAB. BY REC DIST FROM M367 (393.96') & SE COR LOT 4 (596.00') PER O.R. 1881/477 & R228 PARCEL LINE ESTAB. BY REC ANGLE (89° 36'1 0") PER GRANT DEED, O.R. 1 881 /477, & R228 LINE TABLE: NO. BEARING ISTANCE ECORD REFERENCE L423 N89°39'02"E 40.00' M&R230, L98-12, DOC. 19980560648, & INST. 2010-0416315 GRANT DEED; 1 NST J 201 l- J27 1 V0 TOGETHER W J 7-1 THAT PJRT J Jul Jr VACATrf TJRi\JrF AVENJr C J TY OF ONTARIO RESOLUTION NO, 201 J- o97 y 1 NST J 2O J O J';• J 3 J 5 SNF; POINT. ESTAB. BY B-B INTX //:-/- 0 REMAINDER TURNER AVENUE (40' HALF -WIDTH), TRACT NO. 2244, M.B. 35/50-56 SHOWN AS STATE R/W BY OCCUPATION AND MAINTENANCE R/W ANGLE POINTS 5004 & 5006 ARE SNF & ESTAB. BY B-B INTX. 527.84' (528.03' R228) 701 .4 7' (701.63' R228) (701 .1 7' O.R. 6618/922 & R229) A N89°56'35"W N89° 56'35"W 1 ,1 50.49' (1 ,1 50.77' R228) (1 ,1 50.37' O.R. 6618/922) S'LY LOT 4 ESTAB. BY REC ANGLES FROM R/W (85°10'28") PER PCL "G" O.R. 6618/922 & DIST (1 1 5.63') PER R228 1 , 300.62' 931 .61 ' (931 .1 7' R229) HELD REC ANGLE 89° 36'1 0" PER GRANT DEED, O.R. 1 881 /477, & R228 Ln JJRJ (1 , 300.76' R228) JJ J 0 l 9 J, tD ) UP NN ti) 7) LO (NI Tv) d1 fl v LL1 11.1 LL, z 0 01 0 0 m 0 0 0 L�1 0 0 0 0 (i) LL1 0 01 LL. 0 1- CT) z 2010-0213446) z N 06 Er r` cr r-w U co °o • Lf) Y �) J m 0 � w v w oLn z_ Q 00 'Ln 0 N oo N N ELo z N00° 20'58"W 596.00' JNsTJ 20JO-02J344� 190.14' (190.00' INST. NO. 2010-0213446) 150.14'(150.001, R228 & R229 1 44' 0 01 00 00 Q N *57 / TO HAVEN AVENUE 1)./N89°46'08"W 2,660.86'---+. / (2,660.90' R230) _ (2,660.80' R231 ) 1 ,037.1 7' (1,037.22' R230)- • co zor rM O Ct0) ;.1- 1 MU rn O • ° N to .• ao Q J 0 ix M W z LJJ o O 40'o M 40' 0t° or" Z O O 0 0 N N• O H �N .- • N co Lri v 0 5005 5006 L423 av f re) rn 0 \40.00' 40.00 80.00' M & (GRANT DEED O.R. 6618/931 & R229 & 70902) TURNER AVENUE ESTAB. BY HOLDING M368 & INTX OF 2 REC TIES T58 & T59 PER CITY OF ONTARIO TIE NO. 4399 & R230 PARCEL MAP NO, I H-)479 J�J1iIJJ�J 2JV/3'f-3E PARCEL J • • SEDONA COURT FARCE' j N88°37'43"W 218.63' (218.86' R230, O.R. 6618/931 & L98-12, DOC. --� 7.--19980560648 O.R.) S00°20'58"E 29.77'(30.00' GRANT DEED O.R. 6618/931) REM, TURNER AVrNUr ( 40(1' HALF, -WIDTH) Ir _J f 1 'y 1\/1 J E1J 35/50-5 ': SEE SHEET 4 \10-1/ biA91 SHEET 4 OF 14 SHEETS SCALE 1" = 50' (1) MAPPING ANGLE = 00° 13'54.41 " AT POINT SEE SHEET 2 SEE SHEET 2 0339) rn 41) PURSUANT TO SECTION 8815.5 OF THE Z CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) T 0 50' 100' 150' SCALE 1" = 50' 518.89' (518.94' R232) GRID NORTH RECORD OF SURVEY NO. 2018-0189 IN THE CITY OF ONTARIO IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. N88°34'53"E 613.00' (BK 6612, PG 917, O.R., P.M.B. 1 1 1 /61-65 & R232). 181.53' (181.47' R232) 5031 THE POSITION OF THE EXISTING R/W BETWEEN TURNER AVENUE AND EAST OF ARCHIBALD AVENUE ESTAB. HOLDING FOUND MONUMENTS SHOWN HEREON, P.M.B. 111/61-65 AND R232 AND HIGHWAY DEED CALLS PER BK 6612, PG 917, O.R. AND INST. NO. 2004-0392553, O.R. PARCEL MAP NO, 9 1 '}4 N 87°57'42" E 574.53' (574.60' 4232) s 164.07' (164.09' R232) 228.93' (229.03' R232) SEE SHEET 3 rJ , Y„ 1 9 1/ 4 27 I-10 (SAN BERNARDINO FREEWAY) 2.49' 5032 SEE DETAIL "A" HEREON M&Rz58 NOO°20'30"W 2.49' J , r� , �� 1 '/9 J l 26.25' (26.1 7' R229) M & R258 N89°55'S7"W P.M.B.111/61-65) 342.71' (342.69' CALC'D CALTRANS R/W MAP 51202-01 & R229), (BK 6612 PG 917 O.R. & �343.27' P.M.B. 1 11 /61 -65� FND.1 " IP W/ TACK & TAG STAMPED "LS 7734" PER R232. DN 0.3'. F RCEL MAP NO J909 P, l\ll , 2, 2 2 J l / /f ` 9 J PARCEL 7 DETAIL "B" N.I S_ N ,' �. PAR CEL m • DETAIL „A„�.,. M /N89° 55'S7"W N89° 56'08"W`• / NTS '�-- 34 2.71 ' •• 26.25'\(26.1 7' R229) M L� • 574.85'-111'\\ 'II- N87a57'42"E 600.78'` �" / 0.04' 399.98' --ow\ -- 574.53' N89° 55'57"W -+► 'in 342.71' M ' 1.83' NOO°20'30"W .49' ► (574.604R232) 1 M & PER R25 N00°1.53' M375 5030 II cn �N89°55'572W M379 ' :104'04"W N89° 55'57"W 1 ' I (1 .54' R232) 368.96' w ;m-368.96 \ (2.21' R258) (17.07' R232) i i • ✓v t M ` trim FND.1 " IP W/ `.� 0 TACK & TAG - Wh°° STAMPED "LS �• 4.0 7734" PER !")Q R232. DN 0.3' M 0 0 0 z �-- 319.22' (319.20' R232) N00 351.84' • N89°26'24"W �-- N00° 20' 30"W o I N 238.86' [MON TO SE'LY 5032; ESTAB. R/W p ANGLE POINT AT z REC. DIST. (2.49') I-1- • PER R258 ALONG NON C/L OF TURNER w3Z AVENUE AND AS SHOWN ON CALTRANS n-p..p0 R/W MAP 66930-03. zz,l;CO Q Q N 00 •w l ~~ re) 0 � N O re) re) N vvv NN • N M N 11' NOO°04'04"W 1.53' (1.54' R232) (2.21' R258) FND.NAIL & TAG STAMPED "LS 7734" IN FOOTING OF FREEWAY BARRIER DN 0.35'NO REF. ACCEPTED AS POSITION OF 1" IP W/ TACK & TAG STAMPED "LS 7734" PER R232. PARCEL LINES ESTAB PARALLEL TO W'LY LINE OF PARCEL 6 PER R232. PARCEL MAP NO, 1 0 P,1V1,E;, 227/ - 97 PARCEL r SFNF, ESTAB. BY BEARING -BEARING INTERSECTION. DUE TO POSITIONS OF MONUMENTS EAST AND WEST OF TURNER AVENUE, THERE IS A 0.04' JOG IN THE R/W AND THIS JOG ALSO REPRESENTS A CHANGE IN R/W BEARING. PER CITED HIGHWAY DEEDS AND CALTRANS R/W MAPS HEREON, THERE WAS NOT SUPPOSED TO BE A JOG OR ANGLE POINT IN THE R/W AT TURNER AVENUE. HOWEVER, THIS SOLUTION RESPECTS THE POSITION OF FOUND MONUMENTS EAST AND WEST OF TURNER AVENUE TOGETHER WITH THE REC. HIGHWAY DEEDS. 228.69' (228.80' R232) 181 .03' (181 .00' R232) N 89°26'24" W 1,028.87' (1,028.90' R232) 1,434.63' (1 ,434.66' R232) PETER J. FITZPATRICK, P.L.S. 6777 DATE OF SURVEY: APRIL 2017 TO FEBRUARY 2018 SEE SHEET 1 FOR BASIS OF BEARINGS AND DATUM STATEMENT, MONUMENT NOTES, CONTROL DIAGRAM/INDEX MAP, SHEET INDEX MAP. SEE SHEET 14 FOR RECORD REFERENCES LIST. SEE SHEET 14 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. N M N N00°33'36"E 406.77' (406.78 FND. 1" IP W/ TACK & TAG STAMPED "LS 7734", ACC. PER R232, DN. 0.1'. FND. 1" IP W/ TACK & TAG STAMPED "LS 7734", ACC. PER R232 & CITY OF ONTARIO TB 5492, & ACC. AS POINT ON C/L OF TURNER AVENUE. FND. 1" IP W/ TACK & TAG STAMPED "LS 7734", ACC. PER R232 & CITY OF ONTARIO TB 5492, & ACC. AS CUL DE SAC RADIUS POINT. SEARCHED FOR 1" IP TAGGED "RCE 21062" PER R232 & R233. NOT FND. SEARCHED FOR 1" IP, TACK & TAG STAMPED "LS 7734" PER CITY OF ONTARIO TB 5492. NOT FND. SEARCHED FOR TIES AT THE RETURNS; NONE FND; ESTAB. C/L OF TURNER AVENUE HOLDING BEST FIT OF FND. MONS. AND C/L TIES BETWEEN INLAND EMPIRE BOULEVARD AND AIRPORT ROAD; ESTAB. C/L INTX BY B-B INTX HOLDING BEST FIT OF FND. C/L & R/W MONS. ALONG GUASTI ROAD WEST OF TURNER AVENUE AND C/L & R/W MONS. BETWEEN TURNER & HAVEN AVENUES; FND. C-NAIL, FLUSH IN PAVEMENT, NO REF., S38° 1 2'46"E, 0.21 ' FROM SAID ESTAB. INTX. FND. 1" IP W/ TACK & TAG STAMPED "RCE 21062", ACC. PER R232, R233, & R234 FND. BR. DISC "LOS ANGELES SURVEY DIVISION 1998" CITY OF LOS ANGELES SSM IN WELL, ACC. PER R.S.B. 102/98-102, DN. 1.0'. PARCEL 1\11r\P NO, 9 1 -4 312.84' 351.84' N89° 55'57"W 368.96' M & R258 ESTAB. COMMON LINE BETWEEN S'LY I-10 FWY R/W AND PARCEL 9, R232 PER R258 AND AS SHOWN ON R/W MAP 66930-03. LOCATION OF COMMON LINE DOES NOT AGREE WITH R232. MONUMENTS NOTE: M377 '1403 0404 IM405 IM406 M416 5.93 M378 238.86' [MON TO SE'LY COR R258] M403 F,M,5, 1 1 1/)l- )5 0 PARCEL 1ViAP NO, 1 O N16°36'07'^W 39.44'232) M ,. .. 0 N 0=16° 16.00" (16° 15'37" R232) 0 R=98.99'M&R232 0 PARCEL 9 L=28.11' (28.10' R232) _/ z NOT SURVEYED. ESTAB. BY COMPASS RULE ADJUSTMENT HOLDING TO FND. MONS. SHOWN HEREON. N4 7°27'41 "E 34.22' (34.23' R232) 299.93' (299.90' R232) GUASTI ROAD LINE TABLE: NO. BEARING DISTANCERECORD REFERENCE L424 N89°41'30"W 53.65' (53.61 . CFR INST. NO. MONUMENTS NOTE: PARCEL MAP NO1 % 4 2007-631342, O.R.) FND. 1" IP W/ YPP STAMPED "CALIF DOT" PER R232. ACCEPTED AS R/W ANG PT PER BK 6612 PG 917, O.R. P , l"ll , r , 1 1 1 /` L425 N15°58'09"E 30.47' (30.59' INST. NO. ESTAB. BY B-B INTX PER R258 SEARCHED FOR ORIGINAL R/W ANG PT. N87°57'42"E, 26.25' (26.17' R/W MAP 66930-03) FROM DEED ANGLE FARcirL 2008-0389204, O.R.) POINT AS DESCRIBED IN BK 6612, PG. 917, O.R., AND AS SHOWN ON CALTRANS R/W MAP 70901-03. NOT FOUND. R/W ANG. PT. FALLS ON FREEWAY SHOULDER AND NOTHING FOUND AT SURFACE. FND L&T&T STAMPED "CALTRANS" SET FLUSH IN VERTICAL FACE OF CONC. FREEWAY BARRIER (MAINLANES SIDE). NO REF. N 00°04'04" W, 0.75' (2.28' OVERALL DIST. FROM R/W ANG. PT. TO SOUTH.). ACCEPTED AS POSITION OF NOO°20'30"W 2.672.77' [BETWEEN MONS. COLA SSM TO INLAND EMPIRE BLVD] DEED CORNER PER R258 HELD FOR LINE, BUT NOT HELD FOR POSITION OF R/W ANGLE POINT. 2,641.70' [BETWEEN ESTAB. SECTION CORNER TO INLAND EMPIRE BLVD] ESTAB. BY REC. DIST. (368.96') PER R258 AND AS SHOWN ON CALTRANS R/W MAP 66930-03. (2,641 .82' P.M.B. 1 1 1 /38-39, P.M.B. 130/35-36, R233, R236) (2,641 .97' R228) FND. N&T STAMPED "LS 7734" IN FOOTING OF FREEWAY BARRIER DN 0.4'. NO REF. ACCEPTED AS POSITION OF 1" IP W/ TACK & TAG STAMPED CURVE TABLE: "LS 7734" PER R232 NO. DELTA RADIUS LENGTH RECORD REFERENCE A37 FND. 1" IP W/ TACK & TAG STAMPED "LS 7734", ACC. PER R232, S89°55'57"E, 39.00' TO NE CORNER OF PARCEL 9. oo C169 105 t 0 34 51.00' 93.62'(0=105 08 12° L=93.58R232) A37 FND. 1" IP W/ TACK & TAG STAMPED "LS 7734", ACC. PER INST NO. 2017-04834380, O.R., S89°55'57"E, 33.07' TO NE CORNER OF PARCEL 9. (p-107°23'02" CFR PER INST. NO. A37 FND. 1" IP W/ TACK & TAG STAMPED "LS 7734", ACC. PER INST NO. 2017-04834380, O.R., NOO°20'30"W 0.62' TO NE CORNER OF PARCEL 9. C1 70 107°23'42" 51 .00' 95.59' 2007-631342 & 2008-0389204, BOTH OF O.R. A39 FND. 1" IP W/ TACK & TAG STAMPED "LS 7734", FLUSH, ACC. PER R232. -A39 FND. L&T&T STAMPED "LS 7734", FLUSH, ACC. IN LIEU OF 1" IP W/ TACK & TAG STAMPED "LS 7734" PER R232. SEARCHED FOR COMMON CORNER BETWEEN SECTIONS 23 26 ~o SECTION LINE, T1S, R7W, S.B.M. A40 FND. 1" IP EMPTY, NO REF., ACC. AS LOCATION OF 3/4" IP TAGGED "LS 5750" PER R234 DN. 0.3'. & 26, T1S, R7W, SBM. NOT FND. ESTAB. BY CALC'D TO HAVEN AVENUE M399 ° 1 pA . otip`•`�o �p0 M374 M375 4376 33' 5035 B SEE DETAIL "B" HEREON N89°56'08"W 1 ,1 1 1 .29'_, (BETWEEN R/W ANGLE PTS) 574.85' -�► 399.98' M&R.S.B. 65/48-► 5034: ESTAB. R/W ANGLE POINT AT REC. DIST. (2.49') PER R258 ALONG C/L OF TURNER AVENUE AND AS SHOWN ON CALTRANS R/W MAP 66930-03. 'FOR, LOT 33 SOUTH CUCAl\11DNGA 7{J►wN3 J 7r 1-i-0 M,1, 1 J/2C V)NZ -. Qw--^ ( w 3, v zv N .O F-a sF- • rn wc, O�y m N •V)M .Mrmmz 0 CI to l-- 0(N 0 z z N 0 ozv)T mzi • Q Q •w 1 z~ M� -0o O O N OO O�m mZQ �O • c N 31 �� m`"r� 0 Lh. - 1 0 QUO M M M 0 MI :1-Ln• N H-wM z 1.�I `,� w� 4'� v v N N v NI^map �XM QM N i Zz6) 0C) ` `IQ ) c0 M07 01�v`0 ,I w=0 cr 1M402 cCD ow N M404 4111(r%j CC 164.01' (164.00' R232) 215.00' (214.99 33' N z M Ni• 71_a MZ06 M N O O � '- M M400 � a`✓'M o a. L424 z z rn SNF ESTAB. BY B-B °p INTX PER INST. NO. 2007-0631342. re) .rx V) 06 z • M W • 0 o M0 • M Z O Cr)• ti 0 v NOT SURVEYED. ESTAB. BY REC. ANG. & DIST. PER INST. NO. 2008-0234549, 0.R. v N89° 39'22"E 340.65' (340.63' R233) --'""' REC. DIST. (31.07') PER R.S.B. 102/98-102. Cr N wcc Zo Crko D a; � M 33' PARCEL MAP NO, 1 1OSE P, i'i , 3, J 3 V`/`\/ L! 5` 3.) SEE SHEET 6 N89°41 '41 "W -.. 2,661.66'(2,661.89' R233, R236, P.M.B. 1 1 1 /34-35, & P.M.B. 130/35-36) 10/(9 Ll 1 SHEET 5 OF 14 SHEETS SCALE 1" = 50' SEE SHEET 3 in GRID NORTH MAPPING ANGLE = 00° 1 3'54.41 " AT POINT (1.1339) IN RECORD OF SURVEY NO. 2018-0189 THE CITY OF ONTARIO IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS PETER J. FITZPATRICK, P.L.S. 6777 DATE OF SURVEY: APRIL 2017 TO FEBRUARY 2018 NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100' 150' SCALE 1" = 50' TO TURNER AVENUE \NOT SURVEYED PAlMrr I 0 N88°37'43'W 218.63' (218.86' R230, O.R. 6618/93 •--& L98-12, DOC. 19980560648 O.R. OPEN rARCrl NEM 5007 S N89°46'08"W - G STREET SEDONA COURT r r 1 — N31 °J3.2g„W,, 1RAD) :'' � GIN �� °��.,�� . � .- pN 2 �2 0 XIN�PO��)p�� 1 ,037.1 7' (1,037.22' R230) PORTION OF "G" STREET. 88' WIDE, VACATED PER INST. NO. 1984-294356 PJ ROr '1. o cP 2,660.86' NMI MONUMENTS NOTE: FND. 1 1 /2" BRASS CAP STAMPED "LS 4453", ACC. PER R230, DN. 0.5' IN AC. FND. 3/4" REBAR, NO TAG (DISTURBED -BENT) (SHOT REBAR WHERE IT GOES STRAIGHT INTO GROUND), ACC. IN LIEU OF 1 1/2" BRASS DISK STAMPED "LS 4453", & ACC. PER R230, , DN. 0.2' IN DIRT. FND. 1 1 /2" BRASS CAP STAMPED "LS 4453", ACC. PER R230, DN. 0.2'. FND. 3/8" REBAR NO TAG, ACC. PER R230, DN. 0.4' AT BACK OF CONC. DITCH. R G� ,`2s9s8 0 �2 293 B29-239,, 4 '%1 .8s Q20 , R2so0) SHELBY STREET OLD "G" STREET C/L ESTAB. BY HOLDING M144 (AT HAVEN AVENUE) & INT. OF 2 REC TIES (LEAD & TAGS AT TURNER AVENUE) PER CITY OF ONTATIO TIE NO. 4399, PER R230. (2,660.90' R230) 1,623.69' (1,623.68' R230) 7rabS1-Z, NOT SURVEYED. ESTAB. BY B-D INT. I vor - J 2; coo 0 tp co 0' O•s SEE SHEET 1 FOR BASIS OF BEARINGS AND DATUM STATEMENT, MONUMENT NOTES, CONTROL DIAGRAM/INDEX MAP, SHEET INDEX MAP. SEE SHEET 14 FOR RECORD REFERENCES LIST. SEE SHEET 14 FOR COORDINATES TABLE OF CAL TRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. 753.31' (M&R230 & L98-12, DOC. 19980560648 O.R.) FAR DEL 3 N89°56`16''W 909.90' (910.00' R230, O.R. 6618/931 & L98-12, DOC. 19980560648 O.R.) R/W ESTAB. BY GRANT BOUNDARY ADJUSTMENT BTWN M370 & A POINT. ON A 40'REC 0/S FROM M368 M358 0=05°07'09" R=283.99' L=25.37' (A=05°08'12" R=284.00' L=25.46' \DR k\J r r J J R L98-12, DOC. 19980560648) c) 1 J (A=05°06'23" R=284.00' L=25.46' R230) N89°46'08"W 1,528.18' (1,528.20' R230) 784.07' (784.16' R230) (784.02' L98-12, DOC. 19980560648) 809.40' NOT SURVEYED. ESTAB. BY HOLDING TANGENCY AND REC. RADIUS (283.99') PER R230. DOD, 1 9')r O5-)C) TO HAVEN AVENUE ESTAB. AS THE W'LY LINE OF THE E'LY 809.39' — (GROUND DISTANCE) AS MEASURED FROM THE W'LY FJ\RBEL _ o LINE PARCEL MAP NO. 9989, P.M.B. 112/75-78 (NOW PARCEL MAP 19732, P.M.B. 247/71-72) PER cv R230, L98-12, DOC. 19980560648 O.R. & DEED DOC. 2003-0188768 O.R. E'LY 809.35'(MEASURED PERPENDICULAR TO THE W LINE OF it PARCEL 3, P.M.B. 112/75-78 & L98-12, DOC. 19980560648, O.R.) 0 00 (778.08' R230) N00°23'04"W 778.06' (156.73'R230& L98-12, DOC. 19980560648 O.R.) 156.59' NOT SURVEYED. ESTAB. BY B-B INTX. I —1 0 (SAN BERNARDINO FREEWAY) rl J N86°59'12"W 290.48' --.. (290.39' R230, O.R. 5008 6618/931 & L98-12, DOC. 19980560648 O.R.) SEE SHEET 7 SEE SHEET 6 I (97/ ZG SHEET 6 OF 14 SHEETS SCALE 1" = 50' SEE SHEET 4 GRID NORTH PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100' 150' SCALE 1" = 50' MAPPING ANGLE = 00°13'54.41" AT POINT 0339) NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. SEE SHEET 5 ESTAB. AS THE S'LY LINE OF THE N'LY 2.49' LOT "A LLA 93-02 O.R. INTENT WAS AN OVERALL 2.49'WIDE STRIP PARALLEL TO THE SEE DETAIL HEREON 574.85' ••- 399.98' M&R.S.B. 65/48 SJJ-TJ-J CUCAI\IIONGA rJWi\JSJ Tr M,2, J J/2E FOR, LOT 33 UNABLE TO ACCESS. ESTAB. BY B-B N89°56'08"W INTX PER INST. NO. 88-444723, O.R. / 174.87' (175.00' INST. NO. 88-444723, O.R.) 5037 / / NOO°03'15"E 37.35 (37.34' INST. NO. 88-444723, O.R.) LOT CITY OF ONTARIO LOT L 1'1r ADJUSTMENT NO LLE3c-2J INST, NO, L39 'j4123y 0,R N az' / 0 z°: • .o H w zo M • • Q ti N r) N tr;Qrn v CO M380 :::AL 0 N ti 00 • co z N N ' 06 N CO o 0Ln z� LOT 1 CITY Or ONTARIO LOT L1Nr ADJUSTMENT NO, L L E 9- 05 INST, , NO, 9 9-35 43O3, CITY 0r ONTARIO Rr SOLJT I ON NO, 2OOE 093 INST, NO, 200E `3 92J';• i O , R J SNF ESTAB. BY B-B INTX PER INST. NO. 89-354303, O.H. 304.99' (305.03' INST. NO. �- 89- 354 303, O.R. & R234) N89°41'30"W 351.27' (351.25' INST. NO. 89-354303, O.R. & R234) PARCEL MAP NO, HAE3 P, l\Jl , e, 2O9/ 1 E3- 2 1 PARCEL 1 LOT 2 CITY Or ONTARIO LOT LiLJNE ADJUSTMENT NO, LL99-05 INST, NO, 9935 J3y O,R, T621.4, a•T62 Tr `�9J' N./ N89° 39 22 E 340.65 �.� / "''--(340.63' R233) v HELD PARALLEL TO TURNER AVENUE PER R.S.B. 65/48 .0-- 174:87' (175.00' INST. 1 NO. 88- P.R}4 723, r)jp- UNABLE ;TO•c; ACCESS, ESTAB. wcn,,,; BY B-B INTX PER\inEN INST. NC�. 88-444723, O.R. • • PARCEL MAP FJJ ,e, GUASTI ROAD LINE TABLE: NO. BEARING IDISTANCERECORD REFERENCE (69.82' R235 & INST. 19990369821, O.R.) 19990369821, O.R.) • • / • 417 vo c99sS- 17 •`'�S O S9- •4 ./ • • • 'O ESTAB. AS THE S'LY LINE OF_ THE N'LY 2.49' LOT "C", LLA 88-25 PER INST. NO. 19980418929, O.R. UNABLE TO ACCESS. ESTAB. BY B-B INTX PER INST. NO. 19980418929, O.R. LO T `0" CITY Jr ONTARIO LOT LINE ADJUSTMENT NO, INST, N 0 , E _3 - '; '; 12 3 NO, 1 1 057 1.32/19'-19 • ,as S • S89° 56'08" 587.68' (CFR • •--b. • 587.1 1 ' R/W MAP 66931-01) lb II, \ UNABLE TO ACCESS. ESTAB. 0° BY B-B INTX PER INST. NO. • �Qv v 19980418929, O.R. - DETAIL o-° 1 N T S 2.49' (INST. NO. 19980418929, O.R.) 5035 vo /47 OTB = ONTARIO CITY TIE BOOK TIE LINE TABLE: NO. DISTANCERECORD REFERENCE L433 45.64' (45.62' OTB 5650) L435 38.93' L436 45.97' L437 35.48' L438 38.01' L439 38.01' L440 46.09' (45.93' OTB 5650) M & PER OTB 5651 M382 (RAD.) oo 00 N45°04'22"W (RAD.) 2.49' (INST. NO. .19980418929, O.R.) RECORD OF SURVEY NO. 2018-0189 IN THE CITY OF ONTARIO IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS PETER J. FITZPATRICK, P.L.S. 6777 DATE OF SURVEY: APRIL 2017 TO FEBRUARY 2018 AS SHOWN ON R/W MAP 66931-01 IN LIEU OF HOLDING DEED CALL DIST. PER INST. NO. 19990369821, MOST N'LY R/W LINE ACROSS BOTH PARCELS, BUT DEED CALL WOULD CREATE A SKEWED R/W LINE. SNF; ESTAB. BY B-B INTX PER 0 , F „ 1 0 0 1 /-'r11 R235 & NO. 88-444723, O.R. 1 ,1 1 1 .29' (BETWEEN R/W ANGLE PTS) 2.49' (INST. NO. 466.59' 1466.60' INST. NO. 88-4447234 O.R.) 19990369821, O.R.) 466.59' (466.52' INST. NO. 19980418929, O.R.) • N89°56'08"W 587.68' (CFR 587.1 1 ' R/W MAP 66931 -01) • N00°03'29"E 66.73' (66.78' R235 & INST. NO. 94165099, O.R.) • • • CURVE ESTAB. NON -TANGENT. ANGULAR DEFLECTION BETWEEN BACK AND AHEAD TANGENTS MEASURED 00°01'07" LARGER THAN REC. WITH THE RESULT THAT THE FND, ORIGINAL MONS. WERE OFF IF CURVED ESTAB. TANGENT BY 0.1 0'-0.1 5'. N49°58'34"W 234.90' le id SEE SHEET 1 FOR BASIS OF BEARINGS AND DATUM STATEMENT, MONUMENT NOTES, CONTROL DIAGRAM/INDEX MAP, SHEET INDEX MAP. SEE SHEET 14 FOR RECORD REFERENCES LIST. SEE SHEET 14 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. O.R.L41 2887214,1G:9,4(72744&.008.,RI.N5s97.6. 4:OP:9.42186950B:9T, Ho.ORF.) O.R., AND AS SHOWN ON R/W MAP 70902-01 & R235 & R236 19990369821, O.R.) 2.49' (INST. NO. SNF; ESTAB. BY B-B INTX SEE ESTAB. NOTE BELOW. SNF; ESTAB. BY B-B INTX PER INST. NO. 19980418929, O.R. M386 -01) (55.00' R235 & INST. PARCEL MAP NO, J1057 LOT "A" CITY OF ONTARIO INE ADJUSTMENT NO, LL93-02 INST PARCEL MAP NO, 1105V MONUMENTS NOTE: 439 M410 M412 126.86' (126.79' R235) / LOT LINr ADJUSTMENT NO, LI93-02 FND. 1" IP W/ TACK & TAG STAMPED "RCE 21062", ACC. PER R233 & R236 FND. NAIL, NO REF., ACC. AS LOCATION OF 1" IP W/ TACK & TAG STAMPED FND. 1" IP W/ TACK & TAG STAMPED "RCE 21062", ACC. PER R235, DN. 0.1'. FND. 1" IP W/ TACK & TAG STAMPED ''RCE 21062", ACC. PER INST. NO. FND. 1" IP TAGGED "RCE 21062" (TACK MISSING), ACC. PER R235, DN. 0.1'. IN ASPH. FND. SEWER MANHOLE WITH (4) PK NAIL STRADDLERS, ACC. PER CITY OF ONTARIO TB 3014 & 5650. ESTAB. C/L BC BY INTX OF STRADDLERS PER SAME REF. FND. GEAR SPIKE & WASHER STAMPED "LS 5750", ACC. PER R234, DN. 0.1'. END. 1" IP W/ TACK & TAG STAMPED "RCE 21062", ACC. PER INST. NO. SNF; ESTAB. BY TIES PER CITY OF ONTARIO TB 5651. FND. 1" IP W/ TACK & TAG STAMPED "RCE 21062", ACC. PER R233 & CITY OF ONTARIO TB 5652, DN. 0.1'. FND. 1" IP W/ TACK & TAG STAMPED "RCE 21062", FLUSH, ACC. PER R233 & CITY OF ONTARIO TB 5653. END. 1" IP W/ TACK & TAG STAMPED "RCE 21062", FLUSH, ACC. PER R233 & CITY OF ONTARIO TB 5654. TIES NOTE: T63 FND. L&T , ACC. PER CITY OF ONTARIO TIE BOOK 5650. END. L&T , ACC. PER CITY OF ONTARIO TIE BOOK 5651. CONTINUED TO SHEET 8 SEE SHEET 8 [(0-7/(j SHEET 7 OF 14 SHEETS SCALE 1" = 50' SEE SHEET 5 RECORD OF SURVEY NO. 2018-0189 IN THE CITY OF ONTARIO IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS OLD "G" STREET C/L ESTAB. BY HOLDING M144 (AT HAVEN AVENUE) & INT. OF 2 REC TIES (LEAD & TAGS AT TURNER AVENUE) PER CITY OF ONTATIO TIE N0. 4399, PER R230. TO TURNER AVENUE �-- N89°46'08"W GRANT Dr ED 0J J F J 729 1 /7» 748.07' (748.16' R230) (748.02' L98-12, DOC. 19980560648, O.R.) PARCEL (D MAPPING ANGLE = 00° 1 3'54.41 " AT POINT f,1339) GRID NORTH PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTIONSO100' NOT APPLIED) SCALE 1" = 50' NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. N89° 46'08"W ESTAB. BY B-B INT. SEE SHEET 1 FOR BASIS OF BEARINGS AND DATUM STATEMENT, MONUMENT NOTES, CONTROL DIAGRAM/INDEX MAP, SHEET INDEX MAP. SEE SHEET 14 FOR RECORD REFERENCES LIST. SEE SHEET 14 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. PETER J. FITZPATRICK, P.L.S. 6777 DATE OF SURVEY: APRIL 2017 TO FEBRUARY 2018 S co s E'LY 809.35''(MEASURED PERPENDICULAR TO THE W LINE OF PARCEL 3, P.M.B. 112/75-78 & L98-12, DOC. 19980560648, O.R.) L 99- 1 2 y DOD, 1 99 JJJJ'r9 LINE TABLE: NO. BEARING DISTANCE RECORD REFERENCE (M.52' L504 N05°21'16"E 201 .64' R/W MAPS0) NO.20170902) L505 N05°21'16"E 1 71 .52' (M & R263) L506 N89°46'08"W 94.55' (94.56' R263) 5009 �-- N86°59'12"W 290.48' (290.39' R230, O.R. 6618/931 & L98-12, DOC. 19980560648 O.R.) N8?u 1 1 4 9•.9 (296.80' L98-12, DOC. 1 98 C.) 19980560648, O.R. N09°09'44"W 0=06°21'08" L=66.52' (RAD.) •\ (A=06°21'43" L=66.62' R230) •• (N=06°21'37" L=66.60' L98-12, `k DOC. 19980560648, O.R.) • 0 SNF 5110 / ti t0 o t0 0 t0 0 o rn 0 0 o CI) J 0 0 M N O t0 ti t0 t0 ti ✓ 0 M N 0 0 0 z 2,660.86' 1 ,623.69' (1 ,623.68' R230) 1,528.18' 250.00' M&R230 HELD REC ANGLE (89°23'04") PER L98-12, DOC. 19980560648 & R230 PARCEL LINE ESTAB. BY HOLDING M372 & REC ANGLE (89°23'04") FROM SLY R/W OF SHELBY STREET, PER L98-12, DOC. 19980560648, O.R. & R230 PARCEL MAP NO, 1 9732; P,1\ll,E, 4I/71 i2 PAARCEL 1 PARCEL P,1\Jl 8'02., R�6vu•v SEE SHEET 8 MAP NO, 1 973 J v 7-4V/VJ--12 PJ\RCr l 2 SHELBY STREET (AKA G STREET) (2,660.90'R230) (1,528.20' R230) 744.12' (744.04' R231) 494.98' INLAND EMPIRE BOULEVARD NOO°22'55"E 640.03' (640.00' PER R.S.B. 52/56) 501 4 NOT SURVEYED 91.55'M&R230 ESTAB. AT REC. ANGLE FROM SHELBY STREET PER R230. PARCEL 1\Il A P NO, / y/ r ; P J 1\jl J 8 J rr\RCr I 2 © NOT SURVEYED. ESTAB. COMMON N'LY CORNER BETWEEN LOT 2, BLOCK 23 & LOT 3, BLOCK 24 M.B. 35/50-56 BY B-B INTX. O' 5011 SNF 10 f0 ,1 \- VP / oA� V/ �D•�2 0' / .ts` / 7 7 I -1 0 ( SAN i'L:O �6'1•MONUMENTS NOTE: SNF ,1144 (M359 4360 4361 A136 A3771 A3 d4 .•V 00 �Qh l l 2/75-./� 5013 to t!) NOT o SURVEYED ,o o O , PARCEL 1 moo (40. .O(1, 4 0 0' h• ih0)\;'\� 4r 501 2 NOT SURVEYED R/W ESTAB. BY HOLDING REC RADIUS AND TANGENCY PER R230 23 FND. 1.5" COPPER/WELD BLANK EXCEPT FOR PUNCH MARK, ACC. PER R13, R230, CR 149/108 & CITY OF ONTARIO TB 5855, & ACC. AS COMMON CORNER BETWEEN SECTIONS 23 & 24, T1S, R7W, SBM. FND. 2" IP, EMPTY, NO REF & NOT ACC.; N12° 19'40"W 6.38' OF NE COR PARCEL B, L98-12, DOC. 19980560648. FND. 1" IP, EMPTY, NO REF & NOT ACC.; S31 ° 19'38"E 0.44' OF NE COR PARCEL B, L98-12, DOC. 19980560648, O.R. FND. PK NAIL, NO REF, DN. 0.4' IN AC, HELD FOR LINE FND. L&T&T STAMPED "4453", FLUSH, ACC. PER R231. FND. 3/8" REBAR NO TAG, ACC. PER R230, DN. 0.5' IN DIRT. FND. 3/8" REBAR NO TAG, ACC. PER R230, DN. 0.4' IN DIRT. FND. 1 1 /2" BRASS CAP STAMPED L.S. 4453, ACC. AS 1 1/2" BRASS CAP PER P.M.B. 91/94-98, DN. 0.15" IN A.C. BERNARDINO FREEWAY) O,F , 1 E3E31/4l7 0 Liz O 0 0' 0 f- 1 a CC N z Q J 1 a 0 0 z `T w J 0 Z O N 0 I w w � w a Q 0 M z • cc w c.), 1> 114. _ M . Q Ln O vrn ▪ m ct N N M V 0: CC to Sri � Q • w ▪ Z N 0 t0 I w N TO SECTION W W 24 SEE SHEET 10 1‘,-7/z SHEET 8 OF 14 SHEETS SCALE 1" = 70' 5039 SNF: R/W BC ESTAB. AT REC. ANG. & DIST. PER O.R. 6804, PG. 333, O.R., AND AS SHOWN ON R/W MAP 70902-01 & R235 & R236 N87°09'13"W 370.87' jM&R235 & R236 O r-- N85°33'05"W ��126.86' (126.79' R235) 343.71' (R235 & R236) 5040 M388 0=00° 32'28" ► (00°32'13" R236) L=3.31' (3.28' R236) PARCEL ]V1r\P NO, J J 05I PJM JGJ 1:32/ J a- J 9 PARCEL M394 GRID MAPPING ANGLE = 00° 13'54.41 " AT POINT A1339) •• • 9I 9 9 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 70' 140' 210' SCALE 1" = 70' NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. RECORD OF SURVEY NO. 2018-0189 IN THE CITY OF ONTARIO IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA M389 -- SEE DETAIL HEREON 4=40°36,5 I-10 (4_q)o40o0 .,Oq Q4,,29,, .00, 29q 99 •83AR- 6 0=40°04'29" L=244.80' (A=40004144" L=244.83' R236) PARCEL MAP NO, 10010 P, m, J J J J/ 2- 43 PARCEL 2 CERTJFJCATE Or CORRr CT J ON TO PARCEL. MAP NO, 10010 JNSTJ NO, EE3-J-122.-9 -? 92-4 5-4 45y 20TH Or 0Jf J 4> SEE SHEET 1 FOR BASIS OF BEARINGS AND DATUM STATEMENT, MONUMENT NOTES, CONTROL DIAGRAM/INDEX MAP, SHEET INDEX MAP. SEE SHEET 14 FOR RECORD REFERENCES LIST. SEE SHEET 14 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. PARCEL MAP NO, 10010 PJ1\NJJ r) J J J J //f2- Pr>RCSL 5 (ID CURVE ESTAB. NON -TANGENT. ANGULAR DEFLECTION BETWEEN BACK AND AHEAD TANGENTS MEASURED 00°00'31" LARGER THAN REC. WITH THE RESULT THAT THE FND, ORIGINAL MONS. WERE OFF IF CURVED ESTAB. TANGENT BY 0.13-0.23'. M395 (SAN 0=30° 50'37" M&R236 R=50.00'M&R236 L=26.91 ' (26.92' R236) N14°06'11"W 81.00' (80.99'R235 & R236 SNF; ESTAB. BY B-B INTX PER R235 & R236 ,163.44 1 6"W5R2361 5.15 k52 ,21, 4,R2331 330.65 i3gp. „"E N�5°g4' 1I Rpp,D CONS PSOMAS PETER J. FITZPATRICK, P.L.S. 6777 DATE OF SURVEY: APRIL 2017 TO FEBRUARY 2018 BERNARDINO FREEWAY) SEE SHEET 7 -'r DETAIL O J R NTS N85°,13'05"W 343.71' MOR235 & R236 0=00° 32'28" ($O°32'13" R236) L=3. 1' (3.28' R236) 5041 ► SNF: R/W BC ESTAB. AT REC. `, ANG. & DIST. PER BK. 6804, PG. 333 O.R., AND AS SHOWN \ ON R/W MAP 70901-02 & R236 N,,O M390 PARCEL MAP NO, J 00 1 J PJmJJJ 1 1 J/ 2` •3 PARCrL 1 Cr F 1 r J CA7r Or CORE DT J ON TO PARCEL MAP NO, JDOJO 1NS7J NO, 0E- 1 1J 4 -?- r5 40 rJy SOTi-J Or 0JF J SNF; ESTAB. BY REC. ANG. l& DIST PER R235 & R236 NOT SURVEYED. ESTAB. TANGENT TO R/W LINES AND HOLDING REC. RADIUS (911.98') PER R236 43'S2" R236) p_13° R=911,.9318' 56 M&R23R236) 68 (� °. SEE SHEET 6 _ im412 D• 0=40°36157" '\ R=350.001--_0., L =24 8.1 1 ' M&R236 A=40°04129" -N I (A=40°04144" 244. 83' R0' 236) . , =244, �p _�,, M389 i \h1�� ti It J i i J/ I I^ 0 r O J J J 5042 M39� A=42° 32'03" M&R236 R=1 38.00' M&R236 L=102.45' M&R236 57.30' (CALTRANS 5044 R/W MAP 70902-01) SNF: ESTAB. END OF ACCESS CONTROL BY REC. DIST. (57.30') PER R/W MAP 70902-01 (57.27' PER R/W MAP 68001-01) N89°38'39"E 216.26' (216.50' R236) L=218 " R233iW -13°43155" (13°4352 R=799.96 M&R233 ui a 73' (191.72 R233) ►.N14°06'16"W (RAD.) 5043 M392 0 M iv SNF; ESTAB. BY B-B v INTX PER R236 N89° 38'39"E_315.61 ' (315.63'R233) ►_N00° 22'20"W_ (RAD.) N89°41'41"W _ 2 661 .66' (2,661 .89' R233 R�136F.M.B. 130/35-36) 5' SECTION LINE, T1S, R7W, S.B.M. +-- TO TURNER AVENUE N O rn O ti a a 2 • z a 1- J a 0 0 z a M 2 1z w a 0 J a 0 tf') ui (. N Q cD N cD (V N 00°21'32" W 1 , 904.98' (C F R 1 , 904.95' R 13 ) w z J z 0 1- w N W z 23 26 MONUMENTS NOTE: A388 4389 M390 ,A391 M392 ,u1394 0395 IM412 0413 .1414 IM415 I141 �1442 w z_ J z 0 1- 0 024 90.59' (R237) 45 39/305 N84°41'44'W (RAD.) ► ► 5046 M442 1`' N. N FND. ACC. FND. ACC. FND. ACC. COR. FND. ACC. FND. ACC. FND. ACC. FND. ACC. FND. 2" IP, TACK & TAG STAMPED "LS 2505", PER R236, DN. 0.3'. 1" IP W/ TACK & TAG STAMPED "RCE 21062", PER R236, DN. 0.3'. 1" IP W/ TACK & TAG STAMPED "RCE 21062", PER R236, N45°04'25"E, 0.28' FROM ESTAB. LOT HELD FOR LINE, DN. 0.3'. 2" IP, TACK & TAG STAMPED "LS 2505", PER R236, DN. 0.8'. 2" IP, TACK & TAG STAMPED "LS 2505", PER R236, DN. 1.0' IN DIRT. 1" IP W/ TACK & TAG STAMPED "RCE 21062", PER R235 & R236, DN. 0.1' IN ASPH. 1" IP W/ TACK & TAG STAMPED "RCE 21062", PER R236. 1" IP W/ TACK & TAG STAMPED "RCE 21062", FLUSH, ACC. PER R233 & CITY OF ONTARIO TB 5653. FND. 1" IP W/ TACK & TAG STAMPED "RCE 21062", FLUSH, ACC. PER R233 & CITY OF ONTARIO TB 5654. FND. 1" IP W/ TACK & TAG STAMPED "RCE 21062", FLUSH, ACC. PER R233 & CITY OF ONTARIO TB 5655. FND. BOAT SPIKE & CITY OF ONTARIO SURVEY WASHER, FLUSH, ACC. PER CITY OF ONTARIO TB 5581 & R13. FND BOAT SPIKE W/ WASHER STAMPED "ONTARIO SURVEY MONUMENT" PER ONTARIO TIE NOTE 5580. FLUSH IN AC., ACC. AS SW COR. SEC. 24, T.1.S., R.7W. FND. 1" IP W/ T&T STAMPED "LS 5091", PER R237, DN. 0.7'. FND. 1" IP & YELLOW PLASTIC PLUG STAMPED "CALIF DEPT OF HWYS", ACC. PER R237, DN. 0.7'. FND. 1" IP & YELLOW PLASTIC PLUG STAMPED "CALIF DEPT OF HWYS", ACC. IN LIEU OF 2" IP W/ T&T STAMPED "LS,f 5091 " PER R237, DN. 0.7'. 11 A.�1 O. CO \ O 'i' . 01' 41/ a0 O/\( .4f \ ti // L� • \fit lO -- C-) ' lSC) N88°03'S0"E 912.86' (912.80' R237) 5047 70.84' M441 (70.85' R237) N4 8° 00' 59"W (RAD.) 0=39°40145" (39°34'11" R237) (39°42'06" R239, R240, & R241) R=1 38.00' M&R237, R239, R240, & R241 L=95.57' (95.31' R237) (95.62' R239, R240, & R241) RV STAB. NON -TANGENT HOLDING REC. RADIUS (138.00') & LOCATION OF FND. CALTRANS MONS. HOLDING TANGENCY AND REC. RADIUS , RESULTED IN THE ESTAB. ENDS OF THE CURVE WERE OFF OF THE FND. MONS. BY 0.17-0.30'. SEE SHEET 10 CC CA °' ESTAB. END OF ACCESS CONTROL BY 5045 maREC. DIST. (1 19.92') PER R241 ti o SNF ESTAB. NOT SURVEYED. ESTAB. inBY B B DIST. BY REC. ANGLE & co 7.22' DIST. PER R237. N83°24'19"W N51 °44'09"W 80.89' M&R237 31 .49' M&R237 w I, r_.N88°03'50"E 216.85' M&R237o W 1&°, �... SNF ESTAB. BY N88°03'50"E • Ih 0 REC. ANGLE & v _678.70 W il _ DIST. PER R237. (678.73' R237) __o N88°03'S0"E 1 ,098.68' (1 ,098.738 R237) GUAST I ROAD NOT SURVEYED. ESTAB. BY REC. DIST. (90.59') PER R237. PAFSU!LS /f :2- J 1(0-1/3 h'/L1 SHEET SCALE Z O W UZ v 0 0 1- 9 OF 14 SHEETS 1" = 70' C/L OF INLAND EMPIRE BOULEVARD WAS ESTAB. BY BEST FIT OF FND. MON. SHOWN HEREON ih 0 0 uo TO GUASTI ROAD RECORD OF SURVEY NO. 2018-0189 IN THE CITY OF ONTARIO IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA N89° 37'OS"W 164.01' _=51 ° - (164.00' R259 & R260) - Q 30°37 ,09,32" (51°52�22.. M419 (57°52'22" & R2g0 R2g07 M144 24 LINE TABLE: NO. BEARING piSTANCERECORD REFERENCE L508 N37°45'16" 44.04' (44.16' R261) L509 N60°54'42"E 24.67' L510 N29°05'18"W 160.04' L511 S45°02'13"W 144.40' CURVE TABLE: NO. DELTA RADIUS C186 90° 00'00" 58.99' (160.13' R260) (1 44.34' R261 ) RECORD REFERENCE (R=59.00 L=9248' R261 ) (0=08 39'01" C187 08°39'58" 999.95' 151.25' R=1000.00' L=150.98' R261 ) LENGTH 92.66' MONUMENTS NOTE: IM4771 Im474 P479 11+A4 80 FND 1-IN IP WITH 1.5-IN CAP STAMPED LS 5329 DN 0.05' IN ASPH. FND 1-IN IP WITH 1.5-IN CAP STAMPED LS 5329 DN 0.05' I N ASPH. FND 1-IN IP WITH 1.5-IN CAP STAMPED LS 5329 DN 0.05' IN ASPH. FND 1-IN IP WITH 1.5-IN CAP STAMPED LS 5329 DN 0.05' IN ASPH. LOT A IIA LLB-9 O 3 1 NS7 NO, 99 3 1 1 2O9; F ED, E3-2'}- 1999 N89° 46'57"W 531 1 .18' QUARTER SECTION LINE & C/L COLTON AVENUE PER M.B. 35/50-56 \ \ • \ • • STATE R/W NW'LY OF NOT SURVEYED ♦ • • • / M425 / / / / / • • • • • LOT LLJ\ I E39 - O PSOMAS PETER J. FITZPATRICK, P.L.S. 6777 co PARCEL MAP i\10 , 7 J 35 P,J\A PARCEL / / / / / / ♦ ♦ DATE OF SURVEY: APRIL 2017 TO FEBRUARY 2018 33, ♦ Ns Ns Ns Ns Ns Ns ♦ • • • • • • • • Ns Ns 0 0 ♦ Ns o 2s)„ N40 9S .99, •ec9 ♦ ♦ • • • • • ♦ • ♦ ♦ • • MONUMENTS NOTE: IM144 I M 4 1 8 ,l419 M1420 (M421 M1422 IM424 M 29 FND. 1.5" COPPER/WELD BLANK EXCEPT FOR PUNCH MARK, ACC. PER R13, R230, CR 149108 & CITY OF ONTARIO TB 5855, & ACC AS COMMON CORNER BETWEEN SECTIONS 23 & 24, T1S, R7W, SBM. FND. 1 1 /2" BRASS CAP STAMPED L.S. 4453, ACC. AS 1 1 /2" BRASS CAP PER P.M.B. 91/94-98, DN. 0.15" IN A.C. FND. BOAT SPIKE AND WASHER "ONTARIO SURVEY MON.", FLUSH IN A.C., ACC. PER C.R. 279 105. FND. BOAT SPIKE AND WASHER "ONTARIO SURVEY MON.", FLUSH IN A.C., ACC. PER C.R. 279 107. FND. BOAT SPIKE AND WASHER "ONTARIO SURVEY MON.", FLUSH IN A.C., ACC. PER C.R. 279/102, DN. 1.0'. FND. BOAT SPIKE AND WASHER "ONTARIO SURVEY MON.", FLUSH IN A.C., ACC. PER C.R. 279/104. FND. BOAT SPIKE AND WASHER STAMPED "ONTARIO SURVEY MON.", FLUSH, ACC. AS EAST OTR. COR. SEC. 24, T.1S., R.7W. PER CITY OF ONTARIO TB 6149. FND 2 1/4" BRASS DISK, STAMPED "C/L I 10 INTX SEC. LINE PLS 3712", FLUSH, ACC. PER CR 216/007. ♦ • • ♦ ♦ • • • \ \ \ ♦\ / J'.\ \ Q ♦\ 4:510 PARCEL r� i MAP I r r \ PJ\RB L JJ1rAP NO , E39 1 9 \ V \ \ O P, M, 8, 93/9 —fir PF\J-\rrl 2 (5310.83'PER R241) (5310.51'PER M.B. 35/50-56) (5310.50' CLC'D M.B. LOT !LA 39- 08 • • • • \� /h\ • ham\//ti •.• /Nh N44°57'47"W 197.50' (R261) Pr ADP-L SEE SHEET 10 \ / \ • • MAPPING ANGLE = 00°13'54.41" AT POINT 9. • \ 're) 35/50-56) \ \ • \ • • / \ / PAROrL MAP NO, 1 21-)7 P,J'IJ,r„ \ • • / • • \ \ • • 0339,) GRID NORTH • • \ • • \ PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOTAPPL APPLIED) 0 140' 10' SCALE 1" = 70' NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. SEE SHEET 1 FOR BASIS OF BEARINGS AND DATUM STATEMENT, MONUMENT NOTES, CONTROL DIAGRAM/INDEX MAP, SHEET INDEX MAP. SEE SHEET 14 FOR RECORD REFERENCES LIST. SEE SHEET 14 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. • • • • • • \ • • • \ "EWPP" N: 1 ,860,639.40' \ E: 6,705,287 20' ?,\ \ • • • • • • ♦ PARCEL rA \ LLA LA- OO O l ♦ 00C, NO, 20000 2 l� 7S0 y RED, a/02/2000 FARCE! A • • • • • • • • • • ♦ 901. 0, • • • ♦ ♦ • • IA \ 24 19 z I w dap N mr• J L� a a. a J ♦ Q LDct 0 Z r- a a' wQt-Biv • 0:1 Nk6\Q N� \ • • ss SEE SHEET 9 92/L11 SHEET 10 OF 14 SHEETS SCALE 1" = 50' '`h,\�/ ��/ / 501 7 SEE SHEET 9 GRID NORTH MAPPING ANGLE = 00° 1 3'54.41 " AT POINT (4339) 5018 M426 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 50' 100' 150' SCALE 1" = 50' NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. Mal ti9\\ \ PARCEL /' 6>J \ \ / 4 I N I ccI I Q I 0I .1 00 0I� re-) N 1 0 NILO Cif+ CO1 LC) 00 0 I Icy) ICO Io ILO I� I co I — LINE TABLE: NO. BEARING DISTANCE RECORD REFERENCE L511 S45°02'1 3"W 144.40' (144.34' R261) L512 S45°02'1 3"W 489.30' (489.22' R261) N45°03'03"E 620.02' (620.1 1 ' R237 (620.56'R239 & R240 & R241 SEE SHEET 8 WNW IN \ a,, \Ivo, N Sq,, RECORD OF SURVEY NO. 2018-0189 THE CITY OF ONTARIO IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS / PARCH_2 PARCEL A • 3l1. ,,'3 R R2A1 R2A1 oo & '' `A� R2A0 �2 31� �l o A\� 01�23°} R239 2 R2 R21k ,A3 A� 2'S1' 25"1 • A 504 8 A3o O M�R 102�0�, �2 FL'5�a. \'�26a 549.18' (549.26' R237) PARCH_ r ,�_ J PETER J. FITZPATRICK, P.L.S. 6777 DATE OF SURVEY: APRIL 2017 TO FEBRUARY 2018 PARCri MAP NO, J-� 7 F J M J F J r'Ar\rr I PARCEL rA LLA I )E - 05 DOC J NO, J 99E O3l ';•O-'r v Rr O J 9/CA/ 1 99 9 L N10°50'51"E 5020 5.00 L=83.11. A=08°00'1 1 .. R=595.00' \ 5019 SNF 4 \ 1 ___.1 \ _IL° \ d-Ico \ N I . MONUMENTS NOTE: IM4 26 M4 30 IM431 14432 M4 33 M4 34 M435 SEE SHEET 9 SEE SHEET 1 FOR BASIS OF BEARINGS AND DATUM STATEMENT, MONUMENT NOTES, CONTROL DIAGRAM/INDEX MAP, SHEET INDEX MAP. SEE SHEET 14 FOR RECORD REFERENCES LIST. SEE SHEET 14 FOR COORDIN%T, S TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID, POINTS REPRESENT COORDINATES POSITIONS AS LISTED. FND. 1" IP W/TAG & TACK "RCE 21062", ACC. PER P.M.B. 145/63-65, ACC. AS A POINT ON LINE IN STATE R/W, DN. 0.8' IN DIRT. FND. 1" IP W/YPC MARKED CAL DOT, NO REF., ACC. AS E.C. OF STATE R/W POINT, DN. 1.0' IN DIRT, HELD FOR GRANT BOUNDARY ADJUSTMENT. FND. 1" IP W/ T&T STAMPED "LS 2420", ACC. PER R237 & R240, HELD FOR BEGINNING OF CURVE, DN. 1.0'. FND. 1.5" IP W/ T&T STAMPED "LS 3879", ACC. PER R239 & R240. HELD FOR END OF CURVE. FND. 2" IP W/ T&T STAMPED "LS 5091", ACC. PER R237, N88°44'03"E 0.34'. FND. 3/8" REBAR W/ FLAGGING, NO REF., ACC. AS LOCATION OF 1" IP W/ T&T STAMPED "LS 5091 " PER R237, DN. 0.3'. FND. 1.5" IP W/ TACK & TAG STAMPED "LS 3879", ACC. PER R237, R238, R239, & R240, ACC. AS ANGLE POINT IN R/W LINE. DOES NOT AGREE WITH ESTAB. PER R237, DN. 1.0'. FND. 1.5" IP W/ TACK & TAG STAMPED "LS 3879", ACC. PER R237, R238, R239, & R240, & ACC. AS N'LY COMMON CORNER BETWEEN PARCEL 4, R238 & PARCEL 1, R237, DN. 0.8'. --------------- 5021 276.79' (276.46' R237-SEE ESTABLISHMENT NOTE TO RIGHT) R237 ESTAB. THE N'LY LINES OF PARCELS 1 & 6 BETWEEN ITS SET MON. FOR THE END OF CURVE (RADIUS = 338.00') AND THE 1.5" IP W/ T&T STAMPED "LS 3879" AT THE NEWLY CORNER OF PARCEL 1 AND ITS OVERALL PARCEL BOUNDARY. IT CALLED OFF THE END. 1.5" IP W/ T&T STAMPED "LS 3879" AT THE R/W ANGLE POINT. AND DID NOT ESTAB. THE R/W ANGLE POINT. THIS PORTION OF THE R/W ESTAB. PER R239, R240, & R241 AND HELD THE R/W ANGLE POINT. PARCEL MAF J M J J Q Iu) 0 i 6.) .co M I� NO2° 50'4 3"E 5022 5.00' N87 Og-'j 7 W 1 19.42—� 5023 UNLESS OTHERWISE SHOWN, MONUMENTS SNF ALONG FREEWAY AS FND/SET PER P.M.B. 145/63-65. N8709 1 ------------------- W 240.10 1-10 (SAN BERNARDINO FREEWAY) CALTRANS PARCEL NO, J J DJRJ J9E J/';•ll PARCH__ A 5024 SNF ---Iin QI N 1 + I O� LO • �Irn �10 co l + co iv) °I� -1 C/L OF 1-10 FWY PARCr N86 50'52"E 435.65' Jr N88°44'03"E 698.46'M&R240 & R241 (711.96'R237 - SEE ESTABLISHMENT NOTE BELOW) 421.67' (435.50' R237 - SEE ESTABLISHMENT NOTE TO LEFT) 5050 13.83' (13.78' R239, R240, & R238) N N cD Q' N01°56'10"W 772.84' ESTAB. PER R13 NO, J809zx 2 4/� l-lO PARCEL J SEE SHEET /3 SEE SHEET N SHEET 11 OF 14 SHEETS SCALE 1" = 50' NI + M427I 78.60' N86° 50'52"E o Q om s 290.92' (290.98'R238 & R242) W Z N J � W 0 W O M N - 0- o 0 co 0 a; Z rh N PAROEL I\IJAP NO P, J ll ,8 r), -f ,� J J it ) r' r' PARCEL 1 N N cr u. N iC Oi O - °0 O Ire)N cc 0 ih °. o kp N 0 - 0' 00 Lo M O N 0 0 0 z ri SEE SHEET /3 5026 SNF ESTABLISHED BY GRANT BOUNDARY ADJUSTMENT BETWEEN FOUND MONUMENTS RECORD OF SURVEY NO. 2018-0189 IN THE CITY OF ONTARIO IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS PETER J. FITZPATRICK, P.L.S. 6777 DATE OF SURVEY: APRIL 2017 TO FEBRUARY 2018 178.25' M43A OI} CURVE TABLE: 0Ig Ln i- NO. DELTA RADIUS �M C171 23°32'24" 50.00' O CV co1 O IN Li-F 6' C 1 72 72° 38' 14" 70.00' C1 7 3 64 ° 26'4 5" 70.00' C1 74 1 37° 04'59" 70.00' C1 75 23°33'23" 50.00' Cl 76 72042'05" 70.00' Cl 77 1 3 7° 08' 50" 70.00' Cl 78 23°34138" 50.00' DAL-1"RAi`J(3 J \f\ O r 198.89' M&R242 m MAPPING ANGLE = 00° 13'54.41 " AT POINT 0339) GRID NORTH PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION100' NOT 50' SCALE 1" = 50' NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. PARCEL J SNF ESTAB. BY B-B INTX SNF ESTAB. IBY B-B INTX SNF ESTAB. BY DIST.-B.INTX HOLDING REC. DELTA (64°26'45") FROM E'LY PRC PER R242. N89°38'28'E 164.98' (165.00' R242) ~ 928.78' (928.73' R242) PARCEL ,I N N 06 ESTAB. BY M BEARING- ; DIST. INTX N 0 O O z LENGTH 20.54' 88.74' 78.74' 167.48' 20.56' 88.82' 167.56' 20.58' NO, l J 3 J J 173.89' ________4, 89° 35'24" n1 (89° 34'42" Q P o_ N w w (Y > o_ -01(7 Ih W J ti O W �p zZO< N a Z C) _a w I- 0� - _1I- z co_o Tv;• 0O I 0 Q - Z r• w1.11 �C•6Ztn M aiQdL= . Z I- N >- w U W 0 O -I W. W 0 In O w0o'QN o ,1, Z if) 7- >- W 0 -J z 0 z 0 J m z_ w a 0 N I- J Q 0 O N to w = o' 6/ t 0 ° W >- o z N W ZWo'0 a0 ZZo Z 0 aw C Jw1-WLL-I W (, z W aCC) omo- �w aw 06wmI-I- POa mw▪ 0 >- v� w a_wwOaN W Z w a Z w "J>I-WZ (2, - N89° 38'28"E 0�� 60.00' M&R242 �s9 1 N Q' N 06 LiJ \ SNF POINT. FALLS ON MH LID. SEErn Z ESTABLISHMENT NOTE BELOW. RECORp RRENCE, (A=23 33'23" L=20.56' R242) (A=72 40'01" L=88.78' R242) M&R242 (A=1 37'06'46" L=167.52' R242) M&R242 (A=72°40'01 " L=88.7D' R242) (A=1 3 7 06'4 6" L=167d52' R242) (A=23 33 23 L=20.56'R242) ESTAB. CALTRANS R/W BY FIT OF FND. MONS. ALONG M&R242 R242) J TAG FLUSH z J m 06 J 0 z L.L W 0 0 z 0 Z i- 0 0 W 06 w COMMON CORNER BETWEEN N Q N N89° 56' 12"W CALTRANS PARCEL NO, J J 3 J 0- e CALTRANS PARCEL NO, J (33 1 J,R, 1:301/'j77 I -1 0 (SAN BERNARDINO FREEWAY) MINIM MO BEST R/W. \ N 00 06 in N IY tin Iri It) N IP) In N N M 0 0 0 Z PARCELS 6 z 0 U 0 J 0 z 0 J 0 x >- 0 Co m cn W (3 z w 0 z 0 J z 0 z w z w ESTAB. C/L o- w z 0 J 1- z W W 0 o' w 173.89' M&R242 894.45' M&R242 PARS 0 rL PARcEL MAP No, 5c7J J I /JJ` JJ Prof\Or I CITY OF ON7r\F 1 O LOT LINE' ADJUSTMENT L9 3- J 1 jisT , NO 95- H-D897J y O,R, MINN SEE SHEET 1 FOR BASIS OF BEARINGS AND DATUM STATEMENT, MONUMENT NOTES, CONTROL DIAGRAM/INDEX MAP, SHEET INDEX MAP. SEE SHEET 14 FOR RECORD REFERENCES LIST. SEE SHEET 14 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. 1,534.88' 0 , R , -J I 1 /73 ,7/6 MONUMENTS NOTE: 4427I MEE IM437 IM4 3 8 FND. 1" IP W/TAG "LS 4453", FLUSH BENT SW'LY, ACC. PER R.S.B. 64 /31 , HELD FOR PARCEL LINE. FND. 2" IP W/ TACK & TAG STAMPED "RCE 21062", ACC. IN LIEU OF 1.5" IP W/ TACK & TAG STAMPED "RCE 21062" PER R242, & ACC. AS N'LY COMMON CORNER BETWEEN PARCEL 5, R242 & PARCEL 4, R238, DN. 2.2'. FND. L&T & BLANK TAG, FLUSH IN CONC. FOOTING, NO REF., ACC. AS LOCATION OF 0.75" IP W/ TACK & TAG STAMPED "RCE 21062" PER R242, & ACC. AS N'LY COMMON CORNER BETWEEN PARCELS 5 & 6, R242, DN. 0.5'. FND. NAIL, FLUSH IN CONC. FOOTING, ACC. PER R243, & ACC. AS LOCATION OF 0.75" IP W/TACK & TAG STAMPED "RCE 21062" PER R242, & ACC. AS N'LY COMMON CORNER BETWEEN PARCELS 7 & 8, R242. FND. 1.5" IP W/ TACK & TAG STAMPED "RCE 21062" PER R242 & R243, DN. 0.6'. FND. MON. IS N 00°21'32" W, 0.27' FROM ESTAB. N'LY COMMON CORNER BETWEEN PARCEL 2, R238 & PARCEL 9, R242. N89°56'56"W , 2,049.74' (R239 & R241 & 70902-03) 5 r 8 5/7,5 0 f� 2,035.91 (2,035.96 R239) 173.89' M&R242 (173.90' [GRID] R2231.1 73.89' M&R242(173.99' [GRID] R NOOK 21 '32"W 254.16' (254.27' R242 ) INTX HOLDING o' 7- CC W O z 0 J 0 0 Z LL La- 0 IMPROVEMENTS ALONG FIR j .83' 173.89' M&R242 ,M&R242 C175 EBONY STREET N89°37'40"E 253.55' M&R242 (AKA FIR STREET) N 89°37'40" E 409.46' (R242) C 1 39.83' 75 M&R242 PARCEL C173 0 SNF POINT. FALLS ON MH LID. SEE LLI >1 30' 1' ESTABLISHMENT NOTE BELOW. Mal ESTAB. BY SPLIT OF IMPROVEMENTS. SEE ESTABLISHMENT NOTE BELOW. PARCEL M A P NO, 'L5 0 3 P,1'Il,8, zf3/55 PARCEL 3 SURVEYOR'S ESTABLISHMENT NOTE: INTERIOR N-S LOT LINES OF R242 HELD PARALLEL EXTERIOR PARALLEL LINES AS ESTAB. HEREON. TO o_ w W Z 0 0 U z 0 U z U a • rn N CC cc W Z CC 0 O z 0 0 c3 >- J z v U a CV (V o' N CV o_ 0-7 06 CO N N N 0 O O z SNF ESTAB. /BY B-B INTX SNF ESTAB. BY DIST.-B. INTX HOLDING REC. DELTA (64°26'45") FROM W'LY PRC PER R242. N89° 38'28"E 139.99 o �n z(3aWZu)c0 < L 0 UJ IJ N M Q N ESTAB. BY 3. BEARING- M rn DIST. INTX ' r- C178 N 0 N00°21'32'W 4 9.86' .00' 30' R242)(50 N89° 38'28"E 60.00' M&R242 PARCEL N N O 06 co N 416.20' (416.10' [GRID] R243) -► 850.53' (850.47' R238) (850.35' [GRID] R243) PARCEL CITY Or ONTARIO CERTJrICATE (Jr COMPLIANCE cc 0 7- C) J 1ST , NO, 9 3- 0�7033 0 J R J SNF ESTAB. M&R242 7/BY B-B INTX POI, PARDEL 2 N rn PAROLE MAP i`lO J 'f503 (L' r ` rl ,1 J �` �l J�JJIJJ.0J -f`)/55 • SNF ESTAB. COMMON S'LY CORNER OF PARCEL 2, R238 & PARCEL 13, v N R242 BY B-B INTX ESTAB. 0 o HOLDING BEARING OF COMMON LINE °' Z PARALLEL TO ESTAB. C/L OF HAVEN AVENUE PER SAME REFS. FND. L&T&T "RCE 9079" IN TOP OF CURB PER R243. SOO°21'32"E, 7.42' & N89° 38'28"E, 0.1 7'. NOT HELD FOR BEARING LINE. 416.35' (416.25' R238) 10 v 0 Cn SHEET 12 OF 14 SHEETS SCALE 1" = 50' RECORD OF SURVEY NO. 2018-0189 SEE SHEET /1 IN THE CITY OF ONTARIO IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS PETER J. FITZPATRICK, P.L.S. 6777 DATE OF SURVEY: APRIL 2017 TO FEBRUARY 2018 5027 N89° 56' 12"W SEE SHEET 1 FOR BASIS OF BEARINGS AND DATUM STATEMENT, MONUMENT NOTES, CONTROL DIAGRAM/INDEX MAP, SHEET INDEX MAP. SEE SHEET 14 FOR RECORD REFERENCES LIST. SEE SHEET 14 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. .— 416.20'(416.10' [GRID] R243) PARCEL MAP PJJ ,8, PARCH__ J C J TY Or ONTARIO CERTIFICATE Or COJViPL J r\NCE CC 97-05 J N3T J NO, 9 3 OJ 7O33; OR J FOR, PARDrL 7 PARCEL MAP NO, •rJO3 ) r` r\ J J JII J 2 J i-tt`Il 55 TO S'LY CORNER OF PARCEL 2 1 o SEE ON SHEET 864.23, 416.35' (416.25' R238) SEE SHEET mit cr 0 r) SNF ESTAB. cOo BY B-B INTX M OO 1- N z N 23 N CO c0 O w N N N r• N o 0 z 1- • V) z M 0 r• Q v 1,534.88' I-10 (SAN BERNARDINO FREEWAY) NOM CALTRANS PARCEL NO, 12)3 1 0 F J 0 r l /47 7 M 0 N O 0 r- 0 z cc J 0 O 0 0 O N89°56156"W 2,049.74'(R239 & R241 & 70902-03) 2,035.91' (2,035.96' R239) 434.33' (434.37' INST. NO. 83-271222, O.R.) (434.25' [GRID] 850.53' (850.47' R238) (850.35' [GRID] R243) SNF ESTAB. BY B-B INTX HOLDING LOCATION OF FND. MON. ALONG N'LY R/W GUASTI ROAD AND PARALLEL TO ESTAB. C/L HAVEN AVENUE PER R239, P.M.B. 37/5, R238, & R242. PARCEL 1 CITY Or ONTARIO LOT L I Nr ADJUSTMENT I(^1I L 0 3 - 09 J I/^1I J I\\ CJS r J `I J 0 3` 2l / I 2��% J R J MM 0 CO I N V 0 N O ti ELM N 0- N CD MAPPING ANGLE = 00° 1 3'54.41 " AT POINT (1A339) PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE O (LAPLACE CORRECTION NOT APPLIED) 0 50' 100' 150' Z SCALE 1" = 50' NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. 5051 SNF R/W ANG. PT AT REC. DIST. (2,049.74') PER R239 & R/W MAP 70902-03. R243) N8534' 12"W 13.43' FOR, 'PARCEL 2 Pf\RO L MAP NO, ''r�O P J i\il J 0 J 3/S5 SNF ESTAB. AT REC. DIST (261 .21 ') PER INST. NO. 83-271222. N89°31'43"E 447.71' (447.74' INST. NO. 83-271222, O.R.) (447.65' [GRID] R243) ESTAB. COMMON LINE BETWEEN PARCELS 1 & 2, CITY OF ONTARIO LLA 83-09, INST. NO. 83-271222, O.R. BY REC. ANGLE PER SAME REF. ESTAB. COMMON LINE BETWEEN PARCELS 1 & 2, CITY OF ONTARIO LLA 83-09, INST. NO. 83-271222 & PARCEL 3, CITY OF ONTARIO CERTIFICATE OF COMPLIANCE 82-05, INST. NO. 83-067033, O.R. AS THE N'LY PROLONGATION OF THE MONUMENTED W'LY LINE OF PARCEL 1, R238 IN LIEU OF HOLDING A LINE 416.09'E'LY OF AND PARALLEL WITH THE W'LY LINE OF PARCEL 2, R238. LOCATION OF PROLONGED LINE MEASURED 416.19' FROM SAID W'LY LINE. Ji\I)TJ NO, 2J-30-'f3J5y OJRJ PARCEL 2 CITY Or ONTARIO LOT LINE ADJUSTMENT L - 0 9 INST) NO, 93 J7 1 22 ; 0 , R , FOR, PARCEL 2 PARCEL J\ILAF NO, oo rl ) PJJ�I J0J- it r'3/55 MONUMENTS NOTE: FND. 2" IP W/TAG "LS 4453", ACC. AS A.P. IN STATE R/W POINT, HELD FOR GRANT BOUNDARY ADJUSTMENT PER R.S.B. 43/88-94, DN. 0.5' IN DIRT. FND. 2" IP W/ TACK & TAG STAMPED "RCE 21062", ACC. IN LIEU OF 1.5" IP W/ TACK & TAG STAMPED "RCE 21062" PER R238, & ACC. AS S'LY COMMON CORNER BETWEEN PARCELS 1 & 2, R238, DN. 0.2'. SNF; ESTAB. AT REC. DIST. (447.91') PER R238. FND. C-NAIL SET FLUSH IN TOP OF CONC. BLOCK RETAINING WALL S 30°34122" W, 1.33' FROM ESTAB. NW COR PARCEL 1. FND. 1" IP W/ TACK & TAG STAMPED "RCE 21062", ACC. PER CITY OF ONTARIO TB 6085 & ACC. AS POINT ON C/L OF IMPROVEMENTS PER R242 & SAID CITY TIE NOTE, DN. 0.4'. IM450 M451 M4 52 ESTAB. MOST NORTHERLY COMMON LINE BETWEEN PARCELS 1 & 2, /R238 PARALLEL TO C/L OF GUASTI ROAD PER SAME REF. N88°03'43"E 447.88' (447.91' R238, & INST. NO. 83-271222, O.R.) (447.86' [GRID] R243) 447.89' M&R238 (448.11' [GRID] R243) (864.16' R242) 4.75' CONSTRUCTION C/L STREET C/L 0 N88°03'43"E Pr\RB L MAP NO, 4 03 r) it ) r PJII JrJ -r:1 JJ PARCH._ J 447.88' (447.91 ' R238) • 1 ,849.55' (1 ,849.50' CFR R238) • N88°03'43"E 2,050.02' (2,050.05' R239) GUASTI ROAD 1 , 802.29' 447.89' M& R238 (448.11' [GRID] R243) (435.39' [GRID] 0 (V N N N r co 0 z F- z 0 t0 ll) N r• ll) r` M a. t0 N u, co N rx u. — N r• v • N v CtQ 00' ur ) • N oc N U • Q Q1 Q Q • V M Q N 1 0 t7 r• • • • NOO°21 '32"W 0 ESTAB. C/L OF GUASTI ROAD R/W 4.75' S'LY OF & PARALLEL WITH THE MONUMENTED 0 C/L OF IMPROVEMENTS PER R242 & CITY OF ONTARIO TIE BOOK 6080 & 6085. Min 5052 STAB. COMMON N'LY CORNER OF PARCEL 2, R238 & PARCEL 1, P.M.B. 37/5 BY REC. ANGLE AND DIST. FROM ESTAB. R/W ANGLE POINT. PER R239 & 37/5 AND R/W MAP 70902-03. FND. T-BAR DN. 1.5'. S73°09'43"E, 0.97'FROM ESTAB. COMMON CORNER. 2.89' (3.72' INST. NO. 19950393353, O.R. & 3.51' R243) MGM .. 5053 SNF; ESTAB. SW'LY CORNER PARCEL 13396-1 NO. 2, INST. NO. 19950393353, O.R. BY B-B INTX DEED CALLS TO THE W'LY LINE OF PARCEL 1, P.M.B. 37/5 IN ITS SECOND TO LAST COURSE. REC. DEED DIST. OF 652.55' FALLS SHORT OF THE ESTAB. W'LY LINE. 06 CO CC M W N 0_ W N z W z W > 06 LINE BETWEEN PARCELS z 0 O U ESTAB. BEARING OF I� ° • in Lfc ° uJ • ^° cc (n M Q 0 w ° 0 op w \zp„ v-- 0 ~ 0 r W z C2 zWJ> o�>- w z00 NQWz-,W V) (2o CL • 1-0W X I— z L2z wm LL w w 0 W W 0 J U O PARALLEL HAVEN AVENUE RECORD - NO, R J S J( J 00 CORNER OF SNF COMMON BEARING OF Or SURVEY 0 2 J 9 J 'T lJ C)C)-C'C) PARCEL MAP N O J 1999 F J M J8 J J I l// V HAVEN AVENUE W 0 LINE PARALLEL z 0 0 U PARCEL J cn W W CC w c w SEE SHEET SHEET 13 OF 14 SHEETS SCALE 1" = 50' PARCELS t J N88°03'50"E �-- 912.86' (912.80' R237) PARCEL MAP NO, J,9091 22 }/67 -7O PARCELS /} 1, M N N ti N CC In -CD V1O.(71 o t0 c0 Q N° 0 O N N n NOT SURVEYED, ESTAB. BY d o 2 REC. ANGLE (90') AND REC. DIST. (33.00') FROM FND. C/L MON. PER R237 ..— N88°03'50"E 678.70' (678.73' R237) �._ 1,008.09' (1 ,008.15', R237) .*—N88°03'50"E 1 ,098.68' (1 ,098.73' R237) MONUMENTS NOTE: IM433 ,l443 IM444 44 4 A44 A44 1A448 IM449 IMO N01 ° 56' 10"W SEE SHEET /0 A=51° RECORD OF SURVEY NO. 2O18-019 IN THE CITY OF ONTARIO IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS FARcEL MAP NO, J E O94J' PETER J. FITZPATRICK, P.L.S. 6777 P , J�/1 E L 22 }/67'-70 DATE OF SURVEY: APRIL 201 TO FEBRUARY 2018 PARDEL MAPPING ANGLE = 00° 13'54.41 " AT POINT .13 39) PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTIONSOO' NOTOAPPLIED 50' SCALE 1" = 50' NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. 4�g80 4'1 5 .. (5 0=51°1 3S„ (4R o 19237 OAST .9? •97. 0 GRID NORTH 4rctio23 87 FND. 3/8" REBAR W/ FLAGGING, NO REF., ACC. AS LOCATION OF 1" IP W/ T&T STAMPED "LS 5091" PER R237, DN. 0.3`. FND. 1" IP W/ ILLEG. YELLOW PLASTIC PLUG, NO REF., FLUSH IN PAVEMENT, ACC. AS LOCATION 1" IP TAGGED "LS 5091" PER R237. SNF; ESTAB. BY DIST.-B 1NTX PER R237; FND. CHISELED + ON CONC., NO REF., N25° 1 7'22"E, 0.15. FND. L&T&T STAMPED "LS 5091", PER R237, S01 °56'10"E, 0.56'. HELD FOR LINE. FND. 1" IP W/ T&T STAMPED "LS 5091", PER R237, DN. 0.1'. FND. 1" IP W/ ILLEG. YELLOW PLASTIC PLUG, FLUSH IN PAVEMENT, ACC. AS LOCATION 1" IP TAGGED "LS 5091" PER R237, UP 0.3'. FND. 1.5" IP W/ TACK & TAG STAMPED "LS 3879", ACC. PER R237, R238, R239, & R240, DN. 0.7'. FND. 1" IP W/ TACK & TAG STAMPED "RCE 21062", PER R233 & CITY OF ONTARIO TB 6080 & ACC. AS POINT ON C/L OF IMPROVEMENTS PER R242 & SAID CITY TIE NOTE, DN. 0.4'. ; 99 SO 0 •09- PAROE1L MAP NO, 1 E D9! 22 }/67-70 PARCr 7 2 N49° 18'25"E (RAD. ) S40° 4 7'09"E 4 5.1 5' (45.29' R237) SNF ESTAB. BY B-B INTX f 0 N r- M 0 M Ire e M SEE SHEET /0 PARcEL MAP NO, 46°3 P M 213/55 Pf\f Cr L SEARCHED FOR 1.5" IP W/ T&T "LS 3879 PER R239 & R240 ALONG THE COMMON LINE BETWEEN PARCEL 1, R237 & PARCEL 4, R238; NOT FND. ESTAB. BEARING OF SAID COMMON LINE PARALLEL TO C/L OF HAVEN AVENUE PER R239 & R238. R237 DID NOT HOLD PARALLEL. SNF ESTAB. BY B-B INTX N88°03'43"E 19.92' (20.00' R238) U >- m m a w N w o w 0 > z CYQ �n w I- 0 Oz z a PER R242. H690 O / 09, /, 7 REC. RADIUS 00 TANGENCY t N N C L1 N U � oea •ti a0 O InN SI N (Ni O v N ti cc o. 0 N M 0 w ' ' ap N •- o 3 co 0 rN O ao • N . w00 N °o 0 z . 21=22° 5'08" (22°55'15" R238) R=4200' M&R238 L=16.80' M&R238 90.55' (90.53' R238h • 5 R.P. OF GUASTI ROAD NOT SURVEYED. ESTAB. BY REC. ANGLE AND DIST. FROM C/L OF GUASTI ROAD PER R242. AGREES WITH MONS. FND. ALONG N'LY & S'LY R/W LINES i 4.75' -3 N88°03'43"E 291 .03' (291 .08' R242) 1 SEE SHEET 1 FOR BASIS OF BEARINGS AND DATUM STATEMENT, MONUMENT NOTES, CONTROL DIAGRAM/INDEX MAP, SHEET INDEX MAP. SEE SHEET 14 FOR RECORD REFERENCES LIST. SEE SHEET 14 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. PARDEL MAP NO, 27024 P-M•2- 25/71 --12 PARCrL ESTAB. PARALLEL TO CL OF HAVEN AVENUE PER R238 & R39 SNF ESTAB. BY B-B INTX 894.77' (894.81' R242) • 1,849.55' (1,849.50' CFR R238) • ••N88°03'43"E 2,050.02' (2,050.05' R239)- GUASTI ROAD ea____ N 88°03'43" E 1 , 802.29' CONSTRUCTION C/L STREET C/L ESTAB. C/L OF GUASTI ROAD R/W 4.75' S'LY OF & PARALLEL WITH THE MONUMENTED C/L OF IMPROVEMENTS PER R242 & CITY OF ONTARIO TIE BOOK 6080 & 6085. NOT SURVEYED. ESTAB. BY B-B INTX S.P.R.R. [(0-7/ SHEET 14 OF 14 SHEETS SEE SHEET 1 FOR BASIS OF BEARINGS AND DATUM STATEMENT, CONTROL DIAGRAM/INDEX MAP, SHEET INDEX MAP. (R#) RECORD REFERENCE R1 R.S.B. 115/19-20 R2 R/W MAP 418594 R3 R/W MAP 418595 R4 M.B. 66/71-73 R5 M.B. 296/26-30 R6 M.B. 313/23-24 R7 CR 287/053 R8 P.M.B. 46/23 R9 O.R. 7130/671 R10 O.R. 3379/563 R1 1 O.R. 7132/525 R12 O.R. 3416/431 R13 R.S.B. 160/63-75 R14 INST. NO. 19970079538, O.R. R15 R/W MAP 66615 R16 O.R. 6873/950 R17 O.R. 6901/5 R18 M.B. 147/54-55 R19 City of Montclair Tie Book 232 R20 P.M.B. 24/34 R21 P.M.B. 154/7-8 R22 R.S.B. 26/2 R23 P.M.B. 101 /12-1 3 R24 P.M.B. 117/6-11 - GROUND R25 INST. NO. 90-161638, O.R. R26 INST. NO. 90-161637, O.R. R27 P.M.B. 67/39-40 R28 P.M.B. 81 /91 -92 R29 O.R. 6901/1 R30 P.M.B. 33/25-26 R31 INST. NO. 19970079535, O.R. R32 INST. NO. 19970079536, O.R. R33 INST. NO. 19970079537, O.R. R34 O.R. 6912/286 R35 M.B. 84/27-28 R36 R/W MAP 50904 -GROUND R37 O.R. 7201/961 R38 M.B. 46/34-35 R39 M.B. 17/87 R40 O.R. 2694/497 R41 O.R. 6912/298 R42 O.R. 6900/976 R43 INST. NO. 20140060710, O.R. R44 O.R. 2677/545 R45 INST. NO. 2014-0282427, O.R. R46 O.R. 6599/863 R47 INST. NO. 19970218436, O.R. R48 M.B. 75/74-75 R49 R.S.B. 148/36-37 R50 M.B. 60/34 RECORD OF SURVEY NO. 2018-0189 IN THE CITY OF ONTARIO IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS (R#) RECORD REFERENCE R51 P.M.B. 70/27-28 R52 P.M.B. 175/66-69 R53 P.M.B. 30/54-55 R54 M.B. 61/34-35 R55 M.B. 81 /1 8-19 R56 LOT MERGER NO. 2015-1, INST. NO. 2015-0286626, R57 DOC. NO. 2006-0705163, O.R. R58 DOC. NO. 1995-0141155, O.R. R59 O.R. 7230/52 R60 O.R. 2973/162 R61 O.R. 2721 /21 5 R62 INST NO. 80-254277, O.R. R63 M.B. 44/21-22 R64 O.R. 4204/520 R65 O.R. 5821/745 R66 O.R. 7077/435 R67 O.R. 2575/269 R68 DOC. NO. 2003-0237038, O.R. R69 DOC. NO. 20010581557, O.R. R70 O.R. 5925/650 R71 O.R. 1875/434 R72 O.R. 7009/643 R73 P.M.B. 21/88 R74 M.B. 1 1 /24 R75 O.R. 2682/133 R76 M.B. 80/15-16 R78 R.S.B. 21/54 R79 O.R. 7112/644 R80 R/W MAP 74602 R82 INST. NO. 98-102735, O.R. R83 R/W MAP 66616 R84 O.R. 2688/107 R85 O.R. 2704/283 R86 P.M.B. 89/14-15 R87 M.B. 335/96-99 R88 MONTCLAIR TIE BOOK 223A R89 MONTCLAIR TIE BOOK 221 R90 M.B. 71/59-60 R91 M.B. 64/89-90 R92 CR 091020 R93 M.B. 66/57-58 R94 P.M.B. 10/50 R95 M.B. 119/94-96 R96 M.B. 283/18-19 R97 P.M.B. 166/90-91 R98 M.B. 82/96-97 R99 P.M.B. 185/7-8 R100 P.M.B. 14/60 PETER J. FITZPATRICK, P.L.S. 6777 DATE OF SURVEY: APRIL 2017 TO FEBRUARY 2018 (R#1 RECORD REFERENCE R102 P.M.B. 15/59 R103 R/W MAP 812404 R104 P.M.B. 98/73-74 R105 P.M.B. 101/56-57 R106 P.M.B. 50/22 O.R. R107 P.M.B. 39/5 R108 R.S.B. 16/86 R109 P.M.B. 21 1 /74 - 75 R110 R/W MAP 70903 R 1 1 1 M.B. 84 /88- 89 R112 R.S.B. 16/84 R113 M.B. 81/27 R114 M.B. 99/26-27 R115 M.B. 51/6 R116 R/W MAP 51001 R117 R/W MAP 418606 R118 P.M.B. 156/28-29 R119 R/W MAP 418603 R120 P.M.B. 5/26 R121 M.B. 82/74-75 R122 M.B. 39/31 R123 M.B. 54/25-26 R124 M.B. 85/11-12 R125 M.B. 74/26-27 R126 M.B. 83/70-71 R127 M.B. 76/20 R128 M.B. 68/96 R129 M.B. 68/97 R130 M.B. 54/59 R131 M.B. 67/88 R132 M.B. 26/44-45 R133 R.S.B. 22/5 R134 R.S.B. 21/55 R135 CR 173036 R136 CR 173038 R137 P.M.B. 192/21-22 R138 R.S.B. 7/20 R139 R/W MAP 74603 R140 R/W MAP 51002 R141 R/W MAP 51003 R142 P.M.B. 163/36-37 R143 DOC. NO. 2005-0240425, O.R. R144 O.R. 3617/187 R145 O.R. 7317/988 R146 O.R. 2792/573 R147 DOC. NO. 2013-0423304, O.R. R148 O.R. 7048/342 R149 P.M.B. 10/62 R150 R.S.B. 21/7 (Rn) RECORD REFERENCE R151 M.B. 40/54-55 R152 M.B. 51/48-49 R153 P.M.B. 102/81-82 R154 M.B. 86/35-36 R155 O.R. 3893/241 R156 O.R. 2870/14 R157 P.M.B. 72/60-61 R158 O.R. 5881/681 R159 M.B. 51/28-29 R160 O.R. 2890/99 R161 P.M.B. 101/45-46 R162 M.B. 150/59-60 R163 M.B. 72/97-98 R164 M.B. 53/69-70 R165 P.M.B. 142/70-71 R166 O.R. 2780/164 R167 O.R. 2760/58 R168 DOC. NO. 2015-0188659, O.R. R169 DOC. NO. 2016-0093345, O.R. R170 M.B. 54/70-71 R171 M.B. 1 1 /6 R 1 72 INST. NO. 2016-0570933, O.R. R173 R.S.B. 14/2 R174 R.S.B. 19/81 R175 INST. NO. 90-271404, O.R. R176 INST. NO. 2011-0507880, O.R. R177 O.R. 2767/491 R178 R/W MAP 75001-02 R179 P.M.B. 39/62 R180 INST. NO. 2003-0833868, O.R. R181 P.M.B. 7/21 R182 P.M.B. 1 1 /92 R183 P.M.B. 1/64 R184 P.M.B. 41/25-26 R185 M.B. 164/33-35 R186 INST. NO. 20000390124, O.R. R187 M.B. 330/71-73 R188 R/W MAP 75001-04 R189 M.B. 85/62-63 R190 M.B. 85/56-57 R191 M.B. 88/4-5 R192 O.R. 3547/277 R193 INST. NO. 2004-0214605, O.R. R194 P.M.B. 90/46 R195 INST. NO. 2014-0413795, O.R. R196 INST. NO. 2008-030521 1 , O.R. R197 P.M.B. 103/4-5 R198 M.B. 92/65-66 R199 M.B. 4/9 R200 R.S.B. 20/94 STATE RIGHT OF WAY BOUNDARY POINTS (R#) RECORD REFERENCE R201 R.S.B. 26/7 R202 P.M.B. 2/52 R203 INST. NO. 19950389232, O.R. R204 INST. NO. 2007-0514032, O.R. R205 INST. NO. 2006-0121259, O.R. R206 P.M.B. 71 /76- 78 R207 R/W MAP 57201-02 R208 R/W MAP 75002-01 R209 P.M.B. 8/80 R210 P.M.B. 1 73/72- 75 R211 R.S.B. 116/12 R212 O.R. 4440/154 R213 R.S.B. 40/67 R214 R.S.B. 63/68 R215 INST. NO. 201 7-0161 301 , O.R. R216 INST. NO. 2012-0556398, O.R. R217 INST. NO. 2016-001 1 764, O.R. R218 M.B. 84 /74- 75 R219 M.B. 87/75-76 R220 M.B. 88/71-72 R221 M.B. 168/47-49 R222 M.B. 68/75-78 R223 M.B. 169/12-13 R224 M.B. 164/20-21 R225 P.M.B. 106/96-97 R226 P.M.B. 244/40-53 R227 P.M.B. 243/88-91 R228 P.M.B. 72/84-86 R229 R/W MAP 70901 R230 P.M.B. 207/34-38 R231 P.M.B. 1 1 2/75- 76 R232 P.M.B. 227/94-97 R233 P.M.B. 1 1 1 /34-35 R234 P.M.B. 209/18-21 R235 P.M.B. 132/18-19 R236 P.M.B. 1 1 1 /42-43 R237 P.M.B. 224 /67- 70 R238 P.M.B. 43/55 R239 P.M.B. 25/71-72 R240 P.M.B. 57/52-53 R241 R/W MAP 70902-02 R242 P.M.B. 57/65-66 R243 R.S.B. 147/33-36 R244 P.M.B. 186/34-37 R245 LL99-05, DOC. NO. 19990365335, O.R. R246 P.M.B. 208/72-77 R247 DOC. NO. 2003-0360776, O.R. R248 O.R. 3022/425 R249 LL88-04, INST. NO. 88-157316, O.R. R250 O.R. 3633/239 R251 O.R. 2779/386 R254 R.S.B. 90/6 R255 O.R. 4250/170 R256 O.R. 4337/57 R257 O.R. 4337/51 R258 DOC. NO. 19970061515, O.R. R259 P.M.B. 71/48-50 R260 P.M.B. 93/97-98 R261 P.M.B. 145/63-65 R262 DOC. NO. 19970089685, O.R. R263 O.R. 4589/306 Point# Northing 5000 1847491.34 5001 1847457.62 5002 1847379.9 5003 1847334.49 5004 1847333.6 5005 1847362.92 5006 1847363.33 5007 1847358.1 5008 1847357.11 5009 1847341.84 5010 1847356.4 5011 1847531 5012 1847886.35 5013 1847971.15 5014 1848127.93 5017 1847701.99 5018 1847523.19 5019 1847357.71 5020 1847362.62 5021 1847352.72 5022 1847346.8 5023 1847341.8 5024 1847329.88 5026 1847363.64 5027 1847361.95 5028 1847019.74 5029 1847068.64 5030 1847100.31 5031 1847115.49 5032 1847135.92 5033 1847134.4 5034 1847133.96 5035 1847136.41 5036 1847135.76 5037 1847133.27 5038 1847132.61 5039 1847116.74 5040 1847090.08 5041 1846988.35 5042 1846509.95 5043 1846418.26 5044 1846361.01 5045 1846362.37 5046 1846481.74 5047 1846566.54 5048 1847004.57 5049 1847103.27 5050 1847118.7 5051 1847116.87 5052 1847115.83 5053 1847112.94 Easting 6685362.97 6685505.55 6686004.12 6686585.86 6687477.47 6687477.29 6687517.29 6687735.86 6688645.75 6688935.83 6689232.37 6689626.8 6689982.85 6690022.76 6690037.46 6690517.72 6690696.52 6691008.32 6691009.26 6691091.71 6691210.99 6691210.74 6691450.54 6692063.52 6693598.4 6685335.28 6685745.28 6685922.63 6686535.45 6687109.61 6687109.61 6687478.57 6687478.56 6688053.41 6688053.41 6688641.09 6688960.26 6689302.94 6689523.56 6690000.88 6690041.07 6690043.47 6690244.48 6690255.92 6690295.72 6690734.53 6690965.86 6691664.15 6693713.89 6693727.28 6693727.3 17/zq