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L9 L9 C9 -. .- r rz r- r- r V) cr V)Q W D •• S 0 0 w I I I I I I I , CD C9 t9 Lfl C9 W l9 L9 (jfl I 1 I I r- r r r r r r- r- I I I I I I 1 I I I I i I I I I I I I I I F I O U m� LLJ a Q a 00 0) O- w r- 00 m I I I I I I I I 1 O r M V I I I I I 1 I I (D �- N M V Ln L9 r- Co 6) 0 �- N M V Ln w r- 00 0. O N M V Ln Co r- W U W m O I- <( x W r - N - r- - .- r - N rn V Ln C9 r- w CT - - e- r- - M V Ln <9 r- CIO M - r .- .- r- .- - - - .- N N N N N N N N N N M M to M M re) PM M w w W LL DO O X LL 0 W [if CC CC CC CC CC LY x CC CC Cr ry Cr 0Y S w x x Q� CC tz x w x x CC CC CC LY cr x Q� ct CC CC CC fY w x CC CC CC x CC m CC CC CC x CC CC CC CC x x Cr CC W jo SHEET 3 OF 17 SHEETS SCALE 1 " = 1 00' RECORD OF R E SU V Y NO. 24 00194 IN THE CITIES OF RIALTO, COLTON, AND UNINCORPORATED TERRITORY, IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS STEVEN M. PRICE, P.L.S. 9541 DATE OF SURVEY: SEPTEMBER 2022 TO MAY 2023 M147 FND SPIKE AND WASHER ILLEGIBLE, ACC. AS A SPIKE AND WASHER STAMPED "SBCO SURV" PER CORNER RECORD 281/004 AND CSFB 4016/2386, FLUSH. ACC. AS CENTERLINE INTER. CL IMPROVEMENT VALLEY BOULEVARD AND LARCH AVENUE. N00030'39"W 1 5.00' �' 30' 30 �(.0 1 v F_ - w w n N � P— no v) v c M - iN z0 n > V 3030 _r-H IGH STREET FND SPIKE AND WASHER STAMPED "SBCO SURV" PER CSFB 401 6/2381 , FLUSH. HELD FOR CENTERLINE INTER. �-A 0 �0 10 VALLEY BOULEVARD N89032'23"E 550.1 7' (550.29' R4_ 6 ) f ro 0 -- �L 0rl� J 1IAF Jr JLOJ1V11 NG7JN VILLA LOTS:) 1 9/2-J 22 FND 1 INCH IRON PIPE W/ TAG ILLEGIBLE. ACC. AS A 1 INCH IRON PIPE W/ TAG "SBCO" PER CSFB 4016/2683, FLUSH. ACC. AS INTER. OF VINE STREET AND LYNWOOD STREET. LYNWOOD AVENUE 6 �- - N890 30 3 E 550.22 ( 550 2 R4 _ APPROX LOCATION (NOT SURVEYED) I-1 0 SAN BERNARDINO FREEWAY rr�L-rRANS R/lh JVJAP J 1—t'102— 02 w z Ld U m 0 rn 0 z I ------------------------------------- ESTB. BY REC. DIST. (914.12') FROM THE SLY RIGHT OF WAY OF VALLEY BOULEVARD PER R10_6. APPROX LOCATION (NOT SURVEYED) 7 CONVERGENCE ANGLE = 00`20'47.5" AT POINT M147 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 100' 200' 300' SCALE 1" = 100' TRACT 9393 NLI S-1 , J 1 ' / z/ r6 _ 5_6 FND MAG NAIL AND WASHER STAMPED "SAN BERNARDINO CO. SURVEYOR," PER CSFB 4016/2373. FLUSH SLOVER- AVENUE _ i i i r i s i /PROVEMENT CL VALLEY BOULEVARD PER R7_6 N89033'53"E 1320.35' (1319.43' R7_6) --► _ 66 .11' 660.16 R7 6 T 15.00' �' \ SURVEY CL VALLEY BOULEVARD PER E7 6 0 �I �I �I ti► N I O �I �I �I 0I FND NAIL AND TAG ILLEGIBLE t-0I PER CORNER RECORD 281/004, DN 0.2' LOT 344 I �r IM J - T R 0 F J r LA 1111ATER COMPANY S)U.-0'.DJ V J S J OI\J 1VJ, ) J ll i 1 i ( I I I to IW i(n IW I Z I � I= I� la ,A L TRAN E"i R/ 1>>J JMAP I I ® I I SNF N88003'21"E 5255.89' (5256.04' R16_5) --�► I 1260.63' (1 260.75' R5_ 6 ) i R R P... n N88003'21 "E 30.01 S. ' o �OJJ< 1\l y r'r�rr 1 2 Jr F 0� � I ------------------------------ TRACT 8393 I i i I I I 1V1 J 11 6-556 I i w 1 D I z I w I > i 00 I Q N MONUMENT NOTE: = � M2 00 FD SPIKE AND TAG STAMPED "SBCO j u F SURV" PER R7_6, FLUSH. FALLS 0.06' N. I IY OF CENTERLINE. HELD FOR THE ESTB OF Q THE MEAN BEARING BETWEEN LARCH AVENUE I AND SPRUCE AVENUE PER R7_6. I I I I SEE SHEET 1 DATUM STATEMENT, BASIS OF BEARINGS, AND SHEET INDEX MAP. I SEE SHEET 2 FOR CONTROL DIAGRAM/INDEX MAP, AND RECORD REFERENCES LIST. I 30' 30 SEE SHEET 2 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT I COORDINATES POSITIONS AS LISTED. I NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. I I I TO SPRUCE AVENUE (SEE SHEET 44) I N890 35'39"E 1 320.05' (1 320.08' R1 1- 5) I r do '61 SHEET 4 OF 17 SHEETS SCALE 1" = 100" RECORD OF SURVEY 24�00194 NO. I I I I I I I I I I I I I I I i !- � - I 01 0 Q y i 0 U IN THE CITIES OF RIALTO, COLTON, AND UNINCORPORATED TERRITORY, IN THE COUNTY OF SAN BERNARDINO STATE 9 PSOMAS STEVEN M. PRICE, P.L.S. 9541 DATE OF SURVEY: SEPTEMBER 2022 TO MAY 2023 C) 0 w I- aCr a FND LEAD TACK AND TAG STAMPED 0 0 Cr "LS 5750". NO REF, FLUSH. ACC. AS n A SBCO SPIKE AND WASHER PER R3 6 ry, AND PER CSFB 4016/2387, FLUSH. O l 0 ACC. AS THE CENTERLINE INTER OF z I,- >- VALLEY BOULEVARD AND SPRUCE AVENUE. z U L, UNINCORPORATED TERRITORY N89033'53"E 1320.35' (1319.43' R7_6) - _ _ 659.99r 660.27' R7 6 _ _ -_ CITY OF RIALTO —7— SURVEY CL VALLEY BOULEVARD PER R7 6 LOT 3%% � r IM I 7r�OP I C LAND WATER COMPANY SU J 1 V 1 S 1 N APPROX LOCATION (NOT SURVEYED) ------------- z --------------------- CA L -rl AN1,S) R/W IVJAP 23 0 1 0 2 CITY OF RIALTO UNINCORPORATED TERRITORY N88003'21 "E 1260.63' (1 260.75' R5_ 6) 30.01' S.P.R.R. Ln o _ _ _ _ - o -- .------------------------------ ESTB. S'LY RIGHT OF WAY 1-10 HOLDING THE ESTB. R/W POINT C60 (SHEET 7) AT THE S'LY RIGHT OF WAY AND WILLOW AVENUE AND THE ESTB. R/W POINT C59 (SHEET 3) AT THE S'LY RIGHT OF WAY AND LARCH AVENUE TRACT 9393 J\IJ , J, 1 1 L/ -4 6- 56 Y CONVERGENCE ANGLE = 00"20'47.5" AT POINT M147 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 100' 200' 300' mmommmmommi SCALE 1 " = 100' i w w U1:D D z rz w d. > cn , a M ry l0 d I M o co -- N 0, N N V l0 w ic0 N N Q W iw 30' 30 S. LINE S.E. OTR SEC 22, T.1 S., R.SW. (SEE SHEET 3) TO LARCH AVENUE _ -�— N89035'39"E 1 320.05' (1 320.08' R 1 1- 5) nI N, OIN 30' 30 t VALLEY BOULEVARD OF CALIFORNIA IMPROVEMENT CL VALLEY BOULEVARD PER R7 6 N890 32'1 9"E 1 31 9.82' (1 31 9.82' R3- 6) - - �- M I �.N.LINE S.E. 1 /4. SEC 22, T.1 S., R.5W. ! I I I I I I I I I i I I I LOT 343 Sr IV1 J TROF J r LAND WATER R CoIV1pANY SUED 1 V 1 J oN Ln 1 1/1 2 i C\i I ! I f I I I I APPROX LOCATION (NOT SURVEYED) iLn I~ w — — — — — — — — — — — — — — — — — - uj N I \,FND LEAD TACK AND TAG STAMPED: I w "LOCKWOOD LS 7378", IN LIEU OF 1 IN I `) IRON PIPE TAGGED "LS 7378" PER R3_6 & I ui z IN LIEU OF PK NAIL W/ TAG "LS 7378" PER R7-6, FLUSH I = I -1 0 SAN BERNARDINO FREEWAY la I < �A L -rRAN R/ 1A IM AP 5255.89" (5256.04' R16_5) I I 1 31 9.88' (1 320.04' R9_ 6) ----• Ld R.- I D �z w > a Z,n w x U G 0 co, n 00 U) M i co M 30130 yPAGE-J 12 Or DEEDS' o Ln o - - Ln I --------I .- ------------------------------------- ESTB. BY INTER. OF THE S'LY ! RIGHT OF WAY I-10 AND THE CENTERLINE OF SPRUCE AVE. ! ! TRACT 2393 ! I i I I i I I I I I I I I I I I I ( SEE SHEET 1 DATUM STATEMENT, BASIS OF BEARINGS,I AND SHEET INDEX MAP. I SEE SHEET 2 FOR CONTROL DIAGRAM/INDEX MAP, AND RECORD REFERENCES LIST. ! SEE SHEET 2 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. ! NUMBERS ADJACENT TO SAID POINTS REPRESENT ! COORDINATES POSITIONS AS LISTED. FND MAG NAIL AND WASHER STAMPED ''SAN BERNARDINO CO. NOTE: SURVEYOR '11PER CSFB 4016/2372. GRAPHICAL REPRESENTATION FLUSH OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. SLOVER AVENUE TO CACTUS AVENUE_ (SEE SHEET 5) L N89034'57"E 1 31 8.77' (1 31 8.80' R1 1 _ 5) ---�► SHEET 5 OF 17 SHEETS SCALE 1 " = 100' I I I I I i I I I I I I I I I I I _ I o � M RECORD OF SURVEY NO. 24-00194 IN THE CITIES OF RIALTO, COLTON, AND UNINCORPORATED TERRITORY9 IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS STEVEN M. PRICE, P.L.S. 9541 DATE OF SURVEY: SEPTEMBER 2022 TO MAY 2023 SEE DETAIL "A" (1319.82' R3_6) N89032' 1 9"E 1 31 9.82' N00029"24"W 44.99':�. I I I I I i LiJ I � I z I Ld I > a I OT 343 V) S N11 -TROPIC LAND ? � 11A] Tr 001v1P '/� \1Y SJJO 1 v 1 S 10 u I 1\11, J, 1 1/ 12 a i I I I U i I I FND LEAD TACK AND TAG STAMPED "LOCKWOOD LS 7378". ACC. AS A 1 IN IRON PIPE I STAMPED "LS 7378" PER R3_6, FLUSH ~I _7APPROX ---------- N I LOCATION wl (NOT SURVEYED) wui �AL TJRAN- R/l1ll 1�IAP Z I l 23O 1 - 03 J CITY OF RIALTO al �I I UNINCORPORATED TERRITORY i 1 31 9.88' (1 320.04' R9_ 6) -- �„ I o F---0 - - - I o 30'30' �O I� I0 �,Ln M � ,f) OD- un 0 00 m ■pli I0 0 ,z 30 30' FND LEAD TACK _AND _TAG- STAMPED: "LS 5750 NO REF. FLUSH. ACC. AS A NAIL AND TAG STAMPED: "LS 7378" PER R3-6 AND A CONC NAIL PER PARCEL MAP NO. 13635, P.M.B. 155/69-70, FLUSH ACC. AS THE CENTERLINE INTER OF VALLEY BOULEVARD AND CACTUS AVENUE. VALLEY 29.99' BOULEVARD N890 30'56"E FND 1 IN IRON PIPE OPEN, NO REF. FLUSH NW COR. OF THE SW QTR, SEC. 23, T.1 S, R.5W 1325.65'* (M&R8_6)_ _ o M r-------------------------------I I I VALLEY BOULEVARD I I I I I (1319.82' R3_6) 1319 82' 1325.65'* (M&R8 6) I I I I I I I I I I I I I I I � I � -•— - N89032' 1 9"E (; - - N890 30'56"E --,`� 90004'04" (R8_6) I I 15.00 I I N I a o v I I I 0') 00 I I I N z I I I I I-------------- --------- I I DETAIL "A" NOT TO SCALE I I PARCEL ]MAP NO, 13635 P ' 1\11, = , 15- 5 / 6 - l 0 I I I APPROX LOCATION (NOT SURVEYED) I z---------------------------------------� ------------------ I`Q IW IW IV) I Iw I-10 SAN BERNARDINO FREEWAY I V' Iw CAL TRAN� R/1,11 1\11AP i z 12302-01 I= I� Ia I� N88003'21"E 5255.89' (5256.04' R16-5) 1327.01' (1327.06' R9_6) S.P.R.R. Un — — — — — i ESTB. BY INTER. OF THE S"LY I RIGHT OF WAY I-10 AND THE CENTERLINE OF CACTUS AVE. I i I 1 I i 0 i z TRACT r93 > `3� 1\11, 1 1'; Z� _JJ Q 'N I � � I o I I— 0 0 I U 'z I Q I U I IIIIIIII =100 =�0 0 Cr o Iz O� QJ orr, I w I Y CONVERGENCE ANGLE = 00'20'47.5" `L O I � I AT POINT M147 O >- I w ~ PURSUANT TO SECTION 8815.5 OF THE � U CALIFORNIA PUBLIC RESOURCE CODE U (LAPLACE CORRECTION NOT APPLIED) Z ' I z 0 100' 200' 300' I SCALE 1 " = 100' I n f� TO SPRUCE AVENUE (SEE SHEET 4) —`� N89034'57"E 1318.77' (1318.80' R11_5) o 0 Lo I o001< fly Parr � 1 2 Or Or r OS o ------------------- -- \ESTB.S'LY RIGHT OF WAY 1-10 HOLDING THE ESTB. R/W I I POINT C62 AT THE S'LY RIGHT OF WAY AND WILLOW AVENUE AND THE ESTB. R/W POINT C59 AT THE S'LY RIGHT OF WAY I AND LARCH AVENUE I I i I I T.RACT3393 I I I � 1\11,3, 1 1'l 46 -5�) I I I I I I I I SEE SHEET 1 DATUM STATEMENT, BASIS OF I I I I I BEARINGS, AND SHEET INDEX MAP. SEE SHEET 2 FOR CONTROL DIAGRAM/INDEX MAP, AND RECORD REFERENCES LIST. SEE SHEET 2 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. FND 1 IN IRON PIPE W/ NAIL AND NUMBERS ADJACENT TO SAID POINTS REPRESENT TAG STAMPED "LS 5750," NO REF. COORDINATES POSITIONS AS LISTED. FLUSH. ACC. AS A 2 IN IRON PIPE W/ BRASS CSM PER ROS 99-0034 NOTE: I 111/48 AND CSFB 4016/2370. GRAPHICAL REPRESENTATION SW COR. OF THE SW QTR. OF ADJOINERS IS FOR INFORMATIONAL SEC. 23, T.1 S., R.5W PURPOSES ONLY. I I SLOVER AVENUE - TO WILLOW AVENUE (SEE SHEET- 7) N89031'54''E 2645.09' (2645.14' R11_5) —� I v 60 10 SHEET 6 OF 17 SHEETS SCALE 1 " = 100' RECORD OF SURVEY NO. 24-00194 I I I I I I I I I I I I I I r; Tw ~I w w1 �I wl IN THE CITIES OF RIALTO, COLTON, AND UNINCORPORATED TERRITORY, IN THE COUNTY OF SAN BERNARDINO STATE 9 PS©MAS STEVEN M. PRICE, P.L.S. 9541 DATE OF SURVEY: SEPTEMBER 2022 TO MAY 2023 SNF: ESTB. AT REC. ANGLE (90004'04" R8_6) N. LINE S.W. 1/4. W'LY AT THE INTERSECTION OF CACTUS AVE AN SEC 23, T.1S., R.5W. /BLVD AND REC. DIST. (1325.65'* R8-6) N890 30'56"E 1325.65'* (M&R8-6) 90004'04" (M&Rf APPROX LOCATION (NOT SURVEYED) N I �r�LTRAN R/I>>J J\llAP w z1 �I <I 1 -.F-- I -* 1327.01' (1327.06' R9_6) V 130' 30130 I o I oLo Ln -------- I I I I I I I i I I I I i I I I I I I I I I I I I I I i I I I Y _ I � s � 0 o Z o I ry I � � I o I 0 I � I I I I Y CONVERGENCE ANGLE I = 00`20'47.5" AT POINT M147 I I PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 100' 200' 300' I SCALE 1" = 100' I I I u. Q0 00 PARCEL J IAP 00 0 0 0 0 0 Z OF CALIFORNIA I I I I I i 1 I I I I IMPROVEMENT CL VALLEY BOULEVARD PER R14_6 I I I N89035'33''E 1318.60' (1318.68' R1A-6) _ _VALLEY BOULEVARD SURVEY CL VALLEY BOULEVARD PER R14_6 PARCEL NO, I PARCEL NJAP NO , 5-90 I-10 SAN BERNARDINO FREEWAY CALTl ANS R/I1l1 NJAP J 30 -02 N88003'21"E 5255.89' (5255.8 ' R1355(1317.89' R9_6 PARCEL NO, 2 PARC,r L JMAP NO 5-90 I i I I I I i i 7",IAPPROX -----------------J I� LOCATION I ~ Iw (NOT SURVEYED) I r v) �w Iv I Iz I� I ( U rt rJ C` r l J J �' J r r v Ln o f - - u') i S. P . R . R .------------------------� -------------------------------------------- ESTB. BY INTER. HOLDING_ THE S' RIGHT OF WAY I-10 AND THE S'LY PROLONGATION OF LILAC AVENUE PER R9_6 I ESTB. S'LY RIGHT OF WAY 1-10 HOLDING THE ESTB. R/W I POINT C62 AT THE S'LY RIGHT OF WAY AND WILLOW AVENUE AND THE ESTB. R/W POINT C59 AT THE S'LY RIGHT OF WAY AND LARCH AVENUE TRACT a393 I I I I I I I 1 I i i I I I I 1 I I I I ! i I 1 I I I I SEE SHEET 1 DATUM STATEMENT, BASIS OF BEARINGS, AND SHEET INDEX MAP. SEE SHEET 2 FOR CONTROL DIAGRAM/INDEX MAP, AND RECORD REFERENCES LIST. I I SEE SHEET 2 FOR COORDINATES TABLE I OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT I COORDINATES POSITIONS AS LISTED. I I NOTE: I GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL 1 PURPOSES ONLY. I I I Ln do SHEET 7 OF 17 SHEETS SCALE 1 " = 1 00' I I I I I I I i i I I I I I N89035'33"E k1318.68' R14_6) I� 1 31 8.60' r. ON ON O° 30'29"WW 1 29.99° ' RECORD OF SURVEY NO. 24-00194 IN THE CITIES OF RIALTO, COLTON, AND UNINCORPORATED TERRITORY, IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS STEVEN M. PRICE, P.L.S. 9541 DATE OF SURVEY: SEPTEMBER 2022 TO MAY 2023 FND RAILROAD SPIKE, NO TAG PER PARCEL MAP NO. 13497 P.M.B. 170/79-80, DN 0.25'. ACCEPTED AS THE INTER. OF CL IMPROVEMENT VALLEY BOULEVARD AND WILLOW AVENUE ,,N000 30'29"W 15.00 N 8 9 ° 3 32 0E VALLEY BOULEVARD o - _ 900 01 '20" (M&R4_ 6) ESTB. AT PRORATED DIST.(660.30') 1 320.57' M / 1320.23' CALC'D PER R4 6 SNF; ES I B. PER R1 7_ 5 SEE DETAIL "B" ON SHEET 17 ESTB. AT REC. DIST. (20.00') PER R4_6 1320.57' (1320.23' RA 6) _ 1 � I 1 N88 03 ESTB. 15 S LY FROM FND MONUMENT N'LY I I � � -- LINE TABLE: w `" NO. BEARING DISTANCE z IZT Z3 I -- L 1 N01 ° 56'06"W 5.00" (M&R 1 7_ 7) w �" a-' - r ^ rRACr,-r N0 300 w � �, > Q-co ' , 33/3 I :D I z w v CO°° ,_,_, ! , ' Q � � r ^ .— I c� r 1\IJ E 3 3/32 � � Q co r� APPROX LOCATION /f g r- (NOT SURVEYED) i O o I -� - APPROX LOCATION 0o Q j J I J N Ln (NOT SURVEYED) - o 0 Z, �' � ESTB. THE CENTERLINE OF 30'2 ' �����'' RIVERSIDE AVENUE FROM THE � 1 30' 30' 00i. ��oFND TIES AT THE INTERSECTION �'' OF RIVERSIDE AVENUE AND VALLEY BOULEVARD AND THE FND TIES AT �,..-�� _`�.► ��� THE INTERSECTION OF RIVERSIDE L — — — — — — — I --------� —....�---°°----------- ___----��� AVENUE AND SLOVER AVENUE. I FND NAIL AND TAG STAMPED "CALTRANS', I- 1 0 SAN BERNARDINO FREEWAY NO REF, FLUSH. �•A -r.f�ANS ACCEPTED AS INTER. OF THE CA -rl ANS Rlljll 1\11AF , 09— 0 J r r Ln 0 N LY RIGHT OF WAY (I-10) w 72302`02 AND WILLOW AVENUE. r , r r• ^ ,i r , r ,� r ,. ,- FARrr ► 2294 PARCr L J C 92 91 v I 1 N ESTB. BY THE PROLONGATION OF THE JJ 1 - J 14 0 ., R NI S'LY RIGHT OF WAY AS ESTB. E'LY. ( 1� J J- l ° 21' E z I (5256.04' R16_5) 1 N88003'54"E 3395.23' -- -- 5255.89' SNF 1 320.56' (1 320.75' R9_ 6) SNF 1 630.41 ' (M&R 1 6_ 7 ) = I (1317.89' R9_ 6) 690.1 5' 71 TTTT TTTT nTT - T'r—r --rrr TrTr T-rrr L1 I a--1 31 8.35' _ N88 21 '30' W 400.78 (M&R16_ 7) ' I' <c o _ (M&R 1 6-7) I I S e P a R e R o - _o SNF - - N88003'54"E 72.60' (M&R1 7_ 7) ^ r r ry N00028'39"W 70.02' (M&R17_7) N88 03 1, E' i 130' 30'1 -JJ1K l�Jy r'r�rr J 12 OF D���S ------ ---- 21 _ "-�► ------------------------------- (M&R1 7' 7) I----------f- -t--- ---- �---------- i N88003'54"E I I ESTB. BY INTER. HOLDING I SLY RIGHT OF WAY OF THE t SOUTHERN PACIFIC RAILROAD I I THE W'LY PROLONGATION OF 1 1 I THE S'LY RIGHT OF WAY AS i PER R1 7_ 7 ESTB. E LY AND THE CENTERLINE 1 OF WILLOW AVENUE S 0 U rrJr RN FAA J r J C i 1 J rJ-JT 0r lillAY I\jlAP t 1 j I I 02- 01 —1 J- 0 I j j 1 I I M I I C I I I i I ------------- co I I I I IN]J I c) t i o I I 1 I I I ( 0 I I i 1 I z I I I i I I I t I w I � coLu ; I I I l z �i---------------Li---------------------L---------------------------------I-L---w 00 Y � i 1 � Q Ln ni Z I I I co I 1> I M 1 � z w I I I IQ o f Z o I 0 I I z 1 �? 1 ESTB. THE CENTERLINE OF RIVERSIDE 1 I IO 1 I �JJ' AVENUE FROM THE FND TIES AT THE I Cl I INTERSECTION OF RIVERSIDE AVENUE AND I I w 1 1-I I 0 I VALLEY BOULEVARD AND THE FND TIES AT i I > I (----- ---I THE INTERSECTION OF RIVERSIDE AVENUE I 1 I AND SLOVER AVENUE. I I I I I I I I Y CONVERGENCE ANGLE I I I I � I 00 140, 0 0 ® I I I , I I I ' I I N I � I '-0 I N I co I 0 rl- Ln I I SEE SHEET 1 DATUM STATEMENT BASIS OF BEARINGS = 00'20 47.5 AND SHEET INDEX MAP. ' I i i AT POINT M147 SEE SHEET 2 FOR CONTROL DIAGRAM/INDEX MAP, AND 1 I PURSUANT TO SECTION 8815.5 OF THE RECORD REFERENCES LIST. i I I CALIFORNIA PUBLIC RESOURCE CODE SEE SHEET 2 FOR COORDINATES TABLE I ► (LAPLACE CORRECTION NOT APPLIED) OF CALTRANS RIGHT OF WAY. i I NUMBERS ADJACENT TO SAID POINTS REPRESENT I i i 0 100' 200' 300' COORDINATES POSITIONS AS LISTED. I , SCALE 1" = 100' GRAPHICAL REPRESENTATION i I I OF ADJOINERS IS FOR INFORMATIONAL 1 PURPOSES ONLY. .p ,—rrr T-r& FND SPIKE AND WASHER STAMPED "LS I 773?," FLUSH. NO. REF. ESTB. PER TIES. CORNER RECORD DONE BY I 1 I ACC. AS A RAILROAD SPIKE PER CSFB 4016/1015. 1 TO I I LARRY CASE IS WAITING FOR RECORDATION. I CACTUS AVENUE I TIES PER THE PRELIMINARY CORNER RECORD I (SEE SHEET 5) 1 i SLOVER AVENUE 1 (2645.14' R11_15) �- 2645.09' N89032'16"E 1319.15' (1319.31' CALC'D R11_5) N89031 '54"E .W, w w V) w w 0 Kel w w cn w w V) SHEET 8 OF 17 SHEETS SCALE 1" = 100" RECORD OF SURVEY -NO, 24-00194 IN THE CITIES OF RIALTO COLTON, AND UNINCORPORATED TERRITORY, IN THE COUNTY OF SAN BERNARD I N0, STATE OF CALIFORNIA PSOMAS SEE SHEET 1 DATUM STATEMENT, BASIS OF BEARINGS, STEVEN M. PRICE, P.L.S. 9541 AND SHEET INDEX MAP. DATE OF SURVEY: SEPTEMBER 2022 TO MAY 2023 SEE SHEET 2 FOR CONTROL DIAGRAM/INDEX MAP, AND O RECORD REFERENCES LIST. 17- SEE SHEET 2 FOR COORDINATES TABLE Q OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT �I COORDINATES POSITIONS AS LISTED. LL O 0 I I I NOTE: I GRAPHICAL REPRESENTATION 1 OF ADJOINERS IS FOR INFORMATIONALI PURPOSES ONLY. i T71 SNF; EST8. PER Rl 8 I SEE DETAIL "C" ON SHEET 17 1 m ORIGINAL CL OF VALLEY I BOULEVARD (COLTON AVENUE)- I SNF; ESTB. PER R17_5 NUI- i-- N. LINE S.E. 1/4. SEC 23 T.1S. R.5W. N89°34'40"E 1 SEE DETAIL "B" ON SHEET 17 VALLEY BOULEVARD U U (2639.29' R9_7)1 -- _ N89°34'12"E 1328.27' 1328. 9'* R1 7 _ _ CITY OF COLTON _ _ _ 2639.22'--f-1 -- - - 1 31 9.1 1 '� 0 0 30 PER PAR MAP N P M . 1 CF R ITY OIALTO - - - - M I ' I ;Y, «? I O 'O 40' I i I I I I - iZ:- ' N ry N � cD Q N � r, jOOo o� Ln ti F w w L w w V) Ld Z W > Q M � W 00 Q N 0 � o Lli � z �CC) > L� Ill OD I 40'PER PARCEL MAP NO. 905 P.M.B.12/56 SNF; ESTB. AT REC. ' 11 ANGLE (1 76040'22") , l\lJ , 1 2� 1 -I M LLI '- PER R7 7 F,Ill,E, 905 1 /56 -I FL li j�SEE R 0 , S` 2 15- DETAIL I BELOW 1� I FND 1 INCH IRON PIPE I FQ_6_7�I W/ PLASTIC PLUG STAMPED I I�,., 14�� "LS 3259" PER R3_ 7, DN 1 .2'. 2' ADDITIONAL DEDICATION --�'Q��6�o FALLS N86°50'10"E, 0.90'. FOR SYCAMORE AVENUE Z11 1/4 S S PER PARCEL MAP N0. 9249 -0 �/ 9-S, GHT WAY1, BO OK LOFMAPS I--- � 9 699® THEBFND MONUOMENT ON PAGE0 1 SAN IW p SNF LINE OF SYCAMORE AVENUE AND ,ORECORDS BERNADINO, COUNTY. IA°D REC ANGLES AND DIST PER R19 7 30') 30 N� i 0 N;al m N O �o L0 a- N Ln LiJ af'LLj 10D 1 :2Z Q Ld I�>Q ��� N820 23„w M1 1�11 9249 1 J )� 1 57' 428. I,-.' 69'(M&R19_ 7) 132' 30 � 71 �78°12'S1„ O J I-- ESTB. BY INTER. HOLDING THE =2 02'2611 ° SNF (M&R1 g 1 1 -� I I R= 2942.85' N84 59 4g w 77, , I ESTB. WILY OF RIGHT OF WAY L=104.81 ' 386.39 (M&R1 9_ 7) 91 R1 L24 I AND WILY REC. ANGLE (1 76 40 22 R7_7) (M&R19_ 7)--------------------- 0 I rn ---------------------------- 1155.77' (1155.30' R7_7) --- N88003'54"E 1294.69' ESTB. BY INTER. HOLDING REC. DIST. (235.78' R12_ 7) ALONG THE CENTERLINE OF I - 1 0 SAN BERNARD I NO FREEWAY SYCAMORE AVENUE AND PARALLEL WITH THE N'LY LINE AS ESTB � -rj�r�\lam 11�/ I1Al 1\Ilr�l� l�r�JOv` J�r� BETWEEN SYCAMORE AVENUE AND EUCALYPTUS AVENUE N88003'54"E 3395.23' 1329.23' (1329.40' R12_7) /SNF 939.60' 0011 M i 1LO M Li O0 I w N ESTB. BY INTER. HOLDING 0O r- J N , I- I REC. DIST. (235.78' R12_ 7) > Q N o _j I ~ w ALONG THE CENTERLINE OF ~ 00 o O0 N SYCAMORE AVENUE AND PARALLEL U N I z WITH THE WILY LINE AS ESTB BETWEEN SYCAMORE AVENUE AND ° oo EUCALYPTUS AVENUE (747.40' R12_7)1 u J 389.63' (389.59' R 1 6_ 7) T'rn-rr ,-rrT ,-rrr ,-= 7-rrr ESTB. HOLDING REC. DIST. (235.78' R1 2 7) o _20 _ S o P , R e R o ALONG THE CENTERLINE OF SYCAMORE AVENUE Ln 2 a3.26' R16_7� _ _ AAA-R LL L WITH H(�N LrY LINE AS ESTB \N83T� 30 E BETWEEN SYCAMORE AVENUE AND EUCALYPTUS no -1 SNF -AVf-NUL---------------------- L22----------------------- 01 2/51 Zi a.,JR (iRJ�)_I) ESTB. THE CENTERLINE OF RIVERSIDE AVENUE FROM THE FD TIES AT THE INTERSECTION OF RIVERSIDE AVENUE AND VALLEY BOULEVARD AND THE FND TIES AT THE INTERSECTION OF RIVERSIDE AVENUE AND SLOVER AVENUE. MONUMENT NOTE: M158 FND 1 INCH IRON PIPE W/ NAIL M159 FND 1 INCH IRON PIPE W/ PLASTIC PLUG STAMPED "LS 3259" PER R3_ 7, DN 2.0'. FALLS N74056'49"W, 0.64'. FM-1-6-11 FND SPIKE W/ WASHER AND TACK STAMPED "STATE OF CALIFORNIA DIVISION OF HIGHWAYS R/W," NO REF. FLUSH. FALLS S73017'12'W, 0.71'. MONUMENT WAS IN CONSTRUCTION AREA AND FND LOOSE IN THE GROUND. M162 FND 6X6 CONCRETE MONUMENT W/ NAIL PER R6_7. ACC. AS POINT ON WILY RIGHT OF WAY. Y CONVERGENCE ANGLE = 00°20'47.5" AT POINT M147 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 100' 200' 300' SCALE 1 " = 1 00' ESTB. PER TIES. CORNER RECORD DONE BY TRA-'7 ]MAP 3- 393 1\11, 81.1 1 1 r- - - - - - - - - - - - - - - - - - - - - - - - -, " - - I I I -N$9° 34 12 E - - - - - I 43.07` L6 N44034'12"W o I �� 27.71' (27.92' R19_7) Ld• I J Z 0')I '' I Ld _ > Q 40 N rM 00 ooM I I- Ld z o I I I � I cif I jLJJ LA c I n > ® F--- o - L3 I I I v jC4 . a� � i°. I I 0=67055'55' N M R=159.99' L=189.69 I I t. I (M&R 1 9_ 7) I J LARRY CASE IS WAITING FOR RECORDATION. TIES PER THE PRELIMINARY CORNER RECORD 665.28' (665.27' R20 7 N89037'52"E SNF oL �JJ1� N; ;= AG � l _ I -o 0 Jr r J o I I ------------------- ------ ---------� ESTB. WILY RIGHT OF WAY BY HOLDING 1 THE FND MONUMENT E'LY ALONG THE E'LY I RIGHT OF WAY OF SYCAMORE AVE AND REC. d I DIST. ALONG ACACIA AVENUE (466.89* R4_7) Z I I FROM THE FND MONUMENT AT THE INTER. OF LLJ VALLEY BOULEVARD AND ACACIA AVENUE AND > REC. DIST. (25.30') R6 FROM A LINE Q I PERPENDICULAR TO THE FND MONUMENT AT 1 THE E'LY RIGHT OF WAY OF SYCARMORE AVE. Ljj I 0 ' I ESTB. THE CENTERLINE OF Q SYCAMORE AVENUE HOLDING THE U ESTB. INTERSECTION OF SYCAMORE 1 AVE AND VALLEY BOULEVARD (N'LY) PER CSFB 4016/1349 AND I THE FND MONUMENT S'LY AT THE INTERSECTION OF SYCAMORE AVENUE AND SLOVER AVENUE. 1 �, 1 LINE TABLE: I NO. BEARING DISTANCE L 3 N890 31 '21 "E 73.25' L4 N00028'39"W 100.00' (M&R7_7) L5 NO3°48"17"W 96.17' (M&R7_7) L6 N44 0 34'1 2"E 8.93' (M&R19_ 7) L7 N01039'17"W 79.05' (M&R19_7) L8 N15001'28"W 150.58' (M&R19-7) L9 N00° 31 '08"W 25.75' (25.30' R6_7) L 1 0 N890 28'52"E 30.00' (30.01' R6_7) L 1 1 N88 03 54 E 1 259.28 (1 259.01 '* R4_ 7 ) L20 N88 03 54 E 282.80 L21 N88003'54"E 327.80' (M&R 1 6_ 7 ) L22 N88003'54"E 210.07' (M&R 17- 7 ) L 23 N00 28 39 W 75.02 (75.03' R17_7) L24 N01 56 06 W 25.00 (M&R19_7) __ _DETAIL ---- NOT TO SCALE 00 0 1 M o I z s I I FND 2 IN BRASS DISC STAMPED 1 "T1 S,R5W SEC 23,24,26,25 1988 i SBCO SURV" PER ROS 18-0208, 1 RSB 1 65/1 4, DN 0.1 '. ACC. " 1 M1 SLOVER AVENUE AS THE SE SEC. COR SECTION 23 (R111�a5) 1 664.9_0' (664.9_8' R20_ 7_) _ _ _ 1 31 7.88''- 1 330.1 8' (1 330.25' R20_ 7) 3944.68 1 (3944.63'* R 1 4_ 7 )1 N890 33'05"E I ,. S 00 SHEET 9 OF 17 SHEETS SCALE 1 " = 1 00' w w V) w w V) w Z J U a RECORD OF SURVEY NO. 24-00194 IN THE CITIES OF RIALTO, COLTON, AND UNINCORPORATED TERRITORY, IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS STEVEN M. PRICE, P.L.S. 9541 DATE OF SURVEY: SEPTEMBER 2022 TO MAY 2023 N. INE S.W. QTR SEC 24 T.1 S. R.5W. VALLEY BOULEVARD N89034'40''E 2639.22' (2639.29' R9_7) - - - - - 1319.11'- - - - - n TRACT NO, 2999 ESTB. N'LY RIGHT OF WAY BY HOLDING THE FND MONUMENT W'LY ALONG THE E'LY RIGHT OF WAY OF SYCAMORE AVE AND REC. DIST. ALONG THE CENTERLINE ACACIA AVENUE (466.89'* R14_7) FROM THE FND MONUMENT AT THE INTER. OF VALLEY BOULEVARD AND ACACIA AVENUE. N88003'54"E ...1259.28 SNF ESTB. HOLDING THE FND MONUMENT N'LY AND REC DIST. (466.89'*) PER R4_7. (HELD FOR N'LY RIGHT OF WAY) (1 259.01 '* R4_ 7 ) I -1 0 SAN BERNARD I NO FREEWAY CA Tf AN.S" f /lh ]MAP l65503- 0 1 ESTB. BY INTER. REC. RAID. (5779.65' R12_7) AND THE PROLOGATION OF THE ESTB. S'LY RIGHT OF WAY FROM RIVERSIDE AVENUE (W'LY) AND SYCAMORE AVENUE. -09 N88003'54"E 3395.23' ESTB. THE CENTERLINE OF ACACIA AVENUE HOLDING THE FOUND MONUMENT AT THE INTERSECTION OF ACACIA AVENUE AND VALLEY BOULEVARD AND HOLDING THE PRORATED DIST. (2626.80') PER R1 4_ 7 ALONG THE CENTERLINE OF SLOVER AVENUE FROM PEPPER AVENUE TO SYCAMORE AVENUE 1 745.44" (747.40' R12_7) p=04 42'S7" R=5779.65' L=475.70 o Lo 612 1 0 >- - - - N02046'51"E �- Jr Jr D� o S.P.R.R. - -- RAD. I--------------------------------- 1 - - - - - - - - - - - - - - - - - - - - - - - - - 1- ESTB. HOLDING REC. DIST. (235.78' R1 2_ 7) ALONG THE CENTERLINE OF SYCAMORE AVENUE AND PARALLEL WITH THE N'LY LINE AS ESTB. BETWEEN SYCAMORE AVENUE AND I EUCALYPTUS AVENUE I ESTB. BY INTER. HOLDING TRACT J\JlAP @ 393 E)JJiK 1 14 Jr J\JJ,/NFS y Fr 'r S)6 NOTE "A" I THE DISTANCE NOTED BETWEEN PEPPER AVENUE AND EUCALYPTUS AVENUE ALONG COLTON AVE, SHOWN TO BE 1316.78' PER R11_7 DIFFERS FROM MEAS. (1309.43') AND OTHER CURRENT REC. DOCUMENTS (1 309.42'* R8) (1 309.47' ROS NO. 18-0143 166/2-5), CREATING REC. DISTANCES THAT WILL DIFFER FROM MEASURED ALONG EUCALYPTUS AVE FROM VALLEY BOULEVARD TO SLOVER AVENUE. REC. DIMENSIONS WILL BE MORE NOTICABLE IN THE EAST -WEST DIRECTIONS I Z � I O I o z Z o I � � f o I � I I i I Y CONVERGENCE ANGLE I = 00°20'47.5" AT POINT M147 1 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE 1 (LAPLACE CORRECTION NOT APPLIED) I 0 100' 200' 300' I I SCALE 1 " = 1 00' I I I THE ESTB. S'LY RIGHT OF WAY (E'LY) WITH THE N`LY LINE OF THE SOUTHERN PACIFIC RAILROAD HOLDING TANGENCY (W'LY) AND REC. RAID. (5779.65' R12_7) LINE TABLE: NO. BEARING DISTANCE L 1 2 N00029'32"W 4 5.1 2' (45.09' R1 2_ 7) L13 N88003'54"E 431.06' (434.63' R11_7) CURVE TABLE: FND MAG NAIL AND WASHER STAMPED "CITY OF COLTON" 1 PER CR 291/048, FLUSH I I 1320.1 1 ' ------------------ I TRACT NO, 2999 im, 8, 39/�4 ESTB. HOLDING REC. DIST. (260.081 AND PARALLISM TO ACACIA AVENUE PER R1 2_ 7 SEE NOTE "A" I N88003'54"E I (1261.42' R12_7) I 1259.24' --� 260.08' (M&R 12_ 7) I I 0 60.02' 1 N 1 �- (M&R12_7) 1.-1 w N88003'54"E N (IN , I� I = N r) r d- I oo I cn po rn v Mir o 0 Ln N �0 0 O NI(vl o Iv l ui z `� N SNF ICI -� (1620.86' R12_7) Imo) � N88003'54"E 1617.67' --� INI a �- 819.24' (822.43' R12-7) --� .. ©=02 • .. 88.1 8' L 1°2 r� l 53'22" L =291 .4 7' J (M&R 12_ 7 ) 7 L=389. 74' I R=5779.65' ---'__ C I SNF ESTB. BY INTER. HOLDING 1 THE CENTERLINE OF ACACIA AVENUE AND REC. RAD. I (5779.65' R12_7) I I I I � I 6' I N O I O z I ' I I Lv � I z 1 NO. DELTA RADIUS LENGTH C3 02050'27" (02052'46" R11 7) 5779.65' (5779.60' R11 7) 286.56' (290.46' R 1 1 7) ESTB. THE CENTERLINE OF ACACIA AVENUE HOLDING THE FOUND MONUMENT AT THE INTERSECTION OF ACACIA AVENUE AND VALLEY BOULEVARD AND HOLDING THE PRORATED DIST. (2626.80') PER R14_7 ALONG THE CENTERLINE OF SLOVER AVENUE FROM PEPPER AVENUE TO SYCAMORE AVENUE SEE SHEET 1 DATUM STATEMENT, BASIS OF BEARINGS, AND SHEET INDEX MAP. SEE SHEET 2 FOR CONTROL DIAGRAM/INDEX MAP, AND RECORD REFERENCES LIST. SEE SHEET 2 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. SNF; ESTB. BY PRORATED DIST.(2626.80') FROM THE FND MONUMENT AT PEPPER AVENUE AND SLOVER AVENUE AND THE FND MONUMENT AT THE INTERSECTION OF SYCAMORE AVENUE AND SLOVER AVENUE (3944.68' M / 3944.63'*) PER R14_7 SLOVER AVENUE S. LINE S.W. QTR SEC 24 T.1S. R.5W. 1 _31 7.88' (_1 31 7.89'_R1 1_ 5) �-- N89033'05"E 3944.68' (3944.63'* R14_7) 30' 30' Lli Z rz LiJ 'q- m Q'9 U < a Q0 co IT co v uo N 0 0 VJ 00 i SHEET 10 OF 17 SHEETS SCALE 1 " = 100' RECORD OF SURVEY NO. 24�00194 I- w w V) w w V) w z J U a n IN THE CITIES OF RIALTO, COLTON, AND UNINCORPORATED TERRITORY, IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS STEVEN M. PRICE, P.L.S. 9541 I� I DATE OF SURVEY: SEPTEMBER 2022 TO MAY 2023 I T7 SNF; ESTB. BY TIES PER R19_5 ' SEE DETAIL "D" ON SHEET 17 ' N00024'47"W I VALLEY BOULEVARD o 0=12059 22" N89 34 40 E 2639.22 (2639.29 R9_ 7) — — -.�-- - - o - - - 1320.1 1--------------------------. ESTB. THE CENTERLINE OF EUCALYPTUS AVENUE HOLDING THE FOUND TIES N'LY (EUCALYPTUS AND COLTON AVENUE) AND THE PRORATED DIST. (1314.43') FROM PEPPER AVE AND SLOVER AVE TO SLOVER AND SYCAMORE AVE PER R14_7. SEE NOTE "A" TRACT NO, 2 a @ 9 77 I , J , 39 ZZ ESTB BY INTER. HOLDING THE PROLONGATION OF THE ESTB. N'LY RIGHT OF WAY (I-10) AND ESTB. N'LY RIGHT OF WAY BY HOLDING THE FND MONUMENT THE ESTB CENTERLINE OF EUCALYPTUS AVENUE W LY ALONG THE E LY RIGHT OF WAY OF SYCAMORE AVE AND REC. DIST. ALONG THE CENTERLINE ACACIA AVENUE (466.89'* R14_7) FROM THE FND MONUMENT AT THE INTER. OF VALLEY BOULEVARD AND ACACIA AVENUE. SEE NOTE "A" BELOW N88003'54"E 1259.24' (1261.42` R12_7) I-1 0 SAN ' BERNARDINO FREEWAY �A L TRAii1-CD R/W 1\jJAP 14 4 D 2 ESTB. S'LY RIGHT OF WAY HOLDING R/W POINT 12040 (E'LY) AND HOLDING PARALLELISM TO THE N'LY RIGHT OF WAY SNF N88003'54"E 19 24' (822 43' R12 7, R18_7) -.E-- 8 I ..o-- 431.06' (434.63' R11_7) �rT _ _ ° R=5779,65 4-02 50' I(A=02052 4 , 27 L=286.56, I o 6 L=290.46' R1 _ 7 161 7.67' \ (1620.86' R 1 2_ 7 ) 798.43' (M&R35_7) O — --- 3) PER R35 jN-G REC a A o 382'81 (373a2 61.65'. --- ' 7 NE, Y ANGLE "' N77°03' 6 R1 1- 7) ! _ 21-w f r PARCEL i r' /� r' �Y 30' 3 I � I Ln Lnl I N 60 o °re) o rnr-� O rM - cl) •- per Z _ _ N CO cl I COLTON AVENUE (VACATED) R=6654.91, PER R8_7 I --- L 11508_73' — -- —I --- N89032'38"E 1 309.50' —�► --- '�'-� (1309.47'R15_7) (1309.88' R8_7) I 0 (1316.78' R11_7) _ I l�0S 12 `D 143 1 T`J I W _ Z > '� a Q Ln O� w cn N rn zz N w n 00 N rn .I N Q �T W /.. r_ Q I ul N N 0-1 �� O N LoLn 0', N 0 O z DAL RANI S PARCEL J`�3JJJ =03°27 37-9.65' ESTB. BY HOLDING TANGENCY AND L 348.94, 1 4i l REC. ANGLE (76 37 27 R11_7) SE LY (L�r�R H i ,ALTRANS J`;r�J 1v J�r�r��`rL 0`3J_f 9 I _ ° P° R. R. ESTB. BY HOLDING REC. ANGLE (76037'27" R11_7)_ I I I i I I NOTE "A" AND THE ESTB. CENTERLINE OF EUCALYPTUS AVE. TRACT 1\i1AP 2393 I\ll J EDI , 1 1 'I/'i'J`JJ I THE DISTANCE NOTED BETWEEN PEPPER AVENUE AND EUCALYPTUS AVENUE ALONG COLTON AVE, SHOWN TO BE 1316.78' PER R11_7 DIFFERS FROM MEAS. (1309.43') AND OTHER CURRENT REC. DOCUMENTS (1309.42'* R8) (1309.47' ROS NO. 18-0143 166/2-5), CREATING REC. DISTANCES THAT I WILL DIFFER FROM MEASURED ALONG EUCALYPTUS AVE FROM I VALLEY BOULEVARD TO SLOVER AVENUE. REC. DIMENSIONS WILL BE MORE NOTICABLE IN THE EAST -WEST DIRECTIONS I i I I I I Y ! _ I Z ry o I o z i Z o ` 0 I I o� I ca I I I I ESTB. THE CENTERLINE OF EUCALYPTUS AVENUE HOLDING THE FOUND TIES N'LY (EUCALYPTUS AND COLTON AVENUE) AND THE PRORATED DIST. (1314.43') FROM PEPPER AVE AND SLOVER AVE TO SLOVER AND SYCAMORE AVE PER R14_7. SEE NOTE "A" Y CONVERGENCE ANGLE I = 00.20'47.5" I AT POINT M147 I PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) i 0 100' 200' 300' i SCALE 1 " = 100' , SEE SHEET 1 DATUM STATEMENT, BASIS OF BEARINGS, AND SHEET INDEX MAP. SEE SHEET 2 FOR CONTROL DIAGRAM/INDEX MAP, AND RECORD REFERENCES LIST. SEE SHEET 2 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. TR SEC 24. T.1 S.. R.5W. SLOVER AVENUE 1 31 2.37' (1 31 2.36* R 14_ 7) _ N890 33'05"E 3944.68' (3944.63'* R1 4- 7) r_ Q0 0 r- �N 0 aD N PARCEL I PARCEL PARCEL IMAP NO, �)9 P,IM 113 CR13) ESTB. BY INTER. HOLDING REC. ANGLE (1 71 36'53" 1 3_ 7) NE'LY AND THE ESTB. i 1 7 CENTERLINE OF EUCALYPT AVE. 7 R13_ 7) (368.24' R11_7) (361.00, 422. 13' (417.54' R1 1-7) „1 °46'41"E N83 SEE NOTE r- I 1 71 0 36'53" co, "_� (M&R13_7) o� o(n� ° (y) (y) r_ — co Z 6) ESTB. BY HOLDING v PARALLISM TO PEPPER AVENUE (SE'LY) AND 7 REC. ANGLES AND DISTANCES PER R11_7 N87023'50"W - 1 07' 247.27' (M&R1 1_ 7) • 1_ 175027'44" V (175027'42" R11_7) r, -Od'rr N r Morris 0 o t0 N II II � a � J BA TRANS PARCEL 0-3 r 130. 4 71 �36°00' R5q.9 'cj 2 1 II 7) ,A LLJ I Z ! W > ! < I V) I N N n I I oco W Q I o� U I D I do W I I I I MONUMENT NOTE: M167 FND 1 IN 1P AND TAG STAMPED: I "LOCKWOOD RCE 9101 ," PER R1 3_ 7. DN 0.7' I I I I I I I I ESTB. BY PRORATED DIST. (1314.43') FROM I THE FND MONUMENT AT PEPPER AVENUE AND I SLOVER AVENUE AND THE FIND MONUMENT AT THE INTERSECTION OF SYCAMORE AVENUE I AND SLOVER AVENUE (3944 .68' M / 3944.63'*)l PER R1 4_ 7 I I - - 1314.43' (1314.41* R14_7) - --�- J L9 46� 00 cl SHEET 11 OF 17 SHEETS SCALE 1 " = 100' RECORD OF SURVEY 24m00194 NO. IN THE CITIES OF RIALTO, COLTON, AND UNINCORPORATED TERRITORY, IN THE COUNTY OF SAN BERNARD I NO, STATE OF CALIFORNIA PSOMAS STEVEN M. PRICE, P.L.S. 9541 DATE OF SURVEY: SEPTEMBER 2022 TO MAY 2023 I SEE SHEET 12 SEE SHEET 12 I I 4 NOTE: o -5q" R15_7) 11=02°58'23" (02058'16°° R5_7) I 2g 2I GRAPHICAL REPRESENTATION p_2go24'58 84go95' 7) R=849.95' L-44.10'(44.08' R5_7) I i OF ADJOINERS IS FOR INFORMATIONAL R= R15_ - PURPOSES ONLY. L_436.371(aI a\ I - BOULEV ARD N M -_ 3s° �Icv N one ?9 58 15_T1 ��I� Q � NF' �S?6 R� (3 I COLTON AVENUE (VACATED) N N \ .6 $q So I 28° 49 g5' 71 �/ o ESTB. REC. ANGLE & \,?- ,1 3 i p= R,$qg. 0�, R15_ PER R5 7 & R8_ 7 z DIST (1 1 3.07') PER R5_ 7 ' (S?s S;� 70," N89032'38'°E 1 309.50" N890 32'38"E 1 320.45'9- 'QS•-1 (----- L=q1T=- -�= -------------------------------- -- --- 0.4------------ _ (1309.47'R15_7) (1309.88' R8_7) / (1320.47' R8_7)(1320.57' R5_7) '�S �J ��_------- ~I -.E--- 9 (1 31 6.78' R1 1_ 7) SNF N viz SNF ° ESTB. BY INTER. HOLDING TH� Ln 22" - o /^ r FIND MONUMENT AT SLOVER AND PEPPER rn * I R`6504.g1 ESTB. AT REC. DIST (2513.88 *) PER R5_7 BY THE ,� cv/ l ,n AVENUE (CL SURVEY) AND HOLDING 8.73 PROLONGATION OF THE FOUND MONUMENT SLY (PEPPER o PARALLELSIM TO PEPPER AVENUE \ ° e I AND SLOVER) AND THE FOUND MONUMENT S"LY ��'/� (CL IMPROVEMENTS). M°OO I N08038'41„E (PEPPER AND CL OF I-10) ' _ N1 o w~I (Rqp_)\ Q�02o21 ,26„ (02° M1 71 9 __ /�_ 2,34.35`,E (R �� ��i,JJ J�J'i'�� l ; e J I wM -L�283 R=69p0.201 27' R1 1_ ? INTER BY 1 ` 84 1 J Jv ) I _-_'8g-(283. 0, ) _ o I ��____� N7T° - 1 78, T _ 9 B'o i ( 2 (842. C j Y oa 249.89" 250.00' R37_ 73: �I N1 j °00'07"E_(RA� 7) _ RL6g p44p N�7o2 S'2q„w _12gT21 RS 7) OF COL T zo m I _ _I� a_ 189 8, N 3,41, S 24„w v 8 (M&R' �N 1 N 5 --o 100.00' ic,�ly 17 N1 0 162.3j SNF; NCORp ) -'o (M&R37_7) NrI�, ;n 1 32, �„ 1 yy1T EST B° ORi/aT I L o vlco <o ® C 1 48. 1 1, Op E I N� o H VA BY IN ED T 1 I �N ti o o`v1� a INACESSIBLE R11_ !i (48� iTl �' 7 25'2q,w LLEy BOU��R° HOLDIN ERRITORY I N78 29 2 E 43.34 z oa o Vq G I I 0=66 57 02 � r- 00 422� Rp PqR I I �M (M&R11_7) I 02 E R=55.00 r o0 84' (422. (VACATED ALLEL I M1 M C NTg 2�&R11_l) L=64.27'(M&R11_7) ,T °r°�,� 93 R5 ) PER R5 I N ) 7 �) rn M1 9 IN 1 01 °04'59" rAji r r I J OJJ 1 ,°',�, 6 90 A5"� A= 0Oi 15101 R=20075.00' L=438.02' �1Ngc)( ' HELD REC. RAD. (437.96' R11_7) , r- I v AND DELTA PER R1 1 7 29.1 5 , v rn a - (M&R 1 5_ 7) , al I wl zl =I uI 3 r O 0 ,(n M O 0') L 0 6) r- � 00 z rn (RAD.) � � �► SNF; ESTB BY THE PROLOGATION 38.5' 06 o HOLDING REC. ANGLE (1 01 °04'S9") ( &R1 5_ 7) � ® AND REC. DIST (43.34') PER R1 1_ 7 30 z SNF; HELD REC. DIST`(74.74') M PER R13 7 BY THE SE'LY PROLONGATION BETWEEN THE FND MONUMENTS NW'LY 100 o3 ' R; 2 1 7 T�?03,00, I -1 0 SAN BERNARD I NO FREEWAY H6S o S7 51,1 "!� NUE (RE -ALIGNED PER R1 0_ 7 SHOWN GRAHHIUALLY UNLY --loos I 6' R; 8S SS L,16�38' SNF N13011'32"E (RAD.) CA 7r ANIS) 'ARC I J� ��O O� I--- O � Lr r Ld d O rU �� �. LiJ L>- �M 00 Q� CL IMPROVEMENTS) R1 5_ 7 ' R?�° U I O� G ; 3Soo8 9?-, z (� j ?9• • 00, .� ESTB. BY HOLDING PARALLELISM TO PEPPER AVENUE (CL IMPROVEMENTS) AND REC. DIST (301.63') PER R11_7 (RAD. N34020'14"E) I I III1 1_30.4 , 136�00��oJN7 \ 03,21'R11 �_ ? 76°37'27" 1576.56, (M&R1 1 } I - R R I SNF; ESTB. PERP. TO CL IMP PEPPER AVE (STA 128+83.379 143'%C I LT) AND REC. DIST (90.85' R1 1_ 7) FROM THE FND MON. S'LY SEGMENT A I MONUMENT NOTE BOOK 4, PAGE 97 M168 FND 1 IN IP AND TAG STAMPED: OF HIGHWAY MAPS I "LOCKWOOD RCE 91 01 " PER R1 3_ 7, DN 0.8' M169 FND NAIL AND WASHER STAMPED: I "CALTRANS", NO REF. FLUSH. HELD FOR LINE. FALLS N78022'04'W, 1.46' I FROM RECORD DISTANCE PER R13_7. I M170 FND 1 IN IRON PIPE W/ TACK AND TAG STAMPED "LS 2380," NO. REF. DN 2.5'. FALLS N28039'49"E 0.21' FROM BEGINNING OF CURVE. I M171 FND CONC. NAIL IN CONC. FOOTING, NO REF. I FALLS N82006'01 "E, 0.1 2' FROM ESTABLISHED CORNER. M1 72 FND 2-1 /4 IN. BRASS DISC STAMPED: "CL IMP PEPPER 127+92.52" PER R11_7, FLUSH M173 FND 2 IN BRASS DISC STAMPED:''STATE OF CAL I DIV. HWYS CL IMP PEPPER STA 114+72.12 POT = CL SLOVER 10+1 2.0 POT", PER R1 5_ 7. DN 0.85' M174 FND 2 IN BRASS DISC STAMPED: ''STATE OF CAL DIV. HWYS STA 38.5 RT CL IMP. PEPPER", PER CR 224/057. I DN 0.84' M202 FND LEAD, TACK AND TAG:"LS 7300" PER CR 332/105, FLUSH I I CURVE TABLE: I I N0. DELTA RADIUS LENGTH C7 00045'48" 6654.91 88.66' PEPPER AVENUE r` r- I � 06 D M o�g,zo v U W �c w r� M W � 00 > N Q N � m Q N w td� t- U the wL(.) ' a- C-0? o oo � LiJ � Q..' oz czi�� M 35.59'-_1.__ r M17 � ,• 130' 2 9.15' (M&R 1 5_ 7) , r (M4 3 Un v � ;n v N i M Lo ° a, ,n O O N O N o z rh O 0 ,= z ` C N � M ,O N , I� I SLOVER AVENUE I -E- 1314.43' (1314.41* R14_7) �- -E- N890 33'05"E 3944.68' (3944.63'* R1 4_ 7) - I LINE TABLE: NO. BEARING DISTANCE L14 N00025'54"W 90.85' SNF; ESTB. BY INTER. HOLDING PARALLELISM AND 30.00'E'LY OF PEPPER AVENUE (CL SURVEY) AND REC. DIST (593.66') PER R11_7 N88042'55"W rA L rRAj\JS PARCEL @ J 1 ON C\i \PEPPER AVENUE (CL SURVEY) R1 5_ 7 ® o 26 q5 Lo 106025'46" (M&R1 1_ 7) N f 0 O z 0 N6�o R1 SNF; ESTB. BY INTER. HOLDING PARALLELISM AND 30.00`E'LY OF PEPPER AVENUE (CL SURVEY) PER R11_7 1 Of SNF; L5 1 ti. t3Y IN I tR. HULUING REC. ANGL (106025'46") N'LY AND THE ESTB. N'LY �) LINE OF THE RAILROAD RIGHT OF WAY. J SEE DETAIL "E" Z Y SHEET 17 � o 38.5' xR 1 5_ 7 ) c�o Y CONVERGENCE ANGLE = 00'20'47.5" AT POINT M147 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED)FM mmmmm� 0 100' 200' 300' SCALE 1 " = 100' M w w N I Z I J SEE SHEET 1 DATUM STATEMENT, BASIS OF BEARINGS, AND SHEET INDEX MAP. SEE SHEET 2 FOR CONTROL DIAGRAM/INDEX MAP, AND RECORD REFERENCES LIST. . SEE SHEET 2 FOR COORDINATES TABLE M174 OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. Li i N890 33'16"E 1 270.00' (1 270.05" R5_ 7) -� I I 6� oq SHEET 13 OF 17 SHEETS SCALE 1"' = 100' RECORD OF 24�00194 SUR�VE Y NO. IN THE CITIES OF RIALT09 COLTON9 AND UNINCORPORATED TERRITORY9 IN THE COUNTY OF SAN BERNARDIN09 STATE OF CALIFORNIA PS©MAS STEVEN M. PRICE, P.L.S. 9541 DATE OF SURVEY: SEPTEMBER 2022 TO MAY 2023 I I w SEE SHEET 15 M n COLTON AVENUE (VACATED) QN c~n PER R5_ 7 & R8_ 7 0rn 0 '- 0 z I- -- (1320.47' R8_7)(1320.57' R5_7) o ---------------- N89° 32'38"E 1 320.45' --------- 17 �- "`' ----------------- rn ( o I LINE TABLE I I NO. BEARING DISTANCE L25 N10047'49"'E 16.30' (16.43' R11_7) N89 36'43"E 1319.96 _ 1179.95' 117c COLTON '1 30' C. CURVE TABLE: I W I D I Z ILLJ i �:rn v I �q ?o\8g9q, 9q I ' I19 -Rs � �J 84- ° N77°25 1° �8, (8q - (131 I C 1 06 24 ,66, 12g 2 R5_ 7) 131. 81 ' 7) I 2 815 5 7(M&R 518 (M&R 5 7)f SNF; ESTB. BY REC. Q DIST (10.55') PER R5_7 ' T 6 0 ESTB. BY REC. DIST (2245.38*) PER R5_ 7 , W , V,q�LEY -----_ 0=09°05'49' I �(09 05 4q" SEE SHEET 15 (1 31 9. 92'* R 21 _ 7) AVENUE NO. DELTA RADIUS LENGTH C5 01 52'16" R=5031.00' L=164.29' C6 00028'21" (00028'01 R11_7) R=20070.00' (M&R11_7) L=165.47' (163.50' R11_7) C12 03040'52" (03040'59" R15_7) R=5000.00' (M&R15_7) L=321.24' (321.41' R15_7) C13 05024'56" (05024'45" R1 5_ 7) R=5000.00' (M&R1 5_ 7) L=472.59' (472.33' R1 5_ 7) - 7, / 37 .793e' R15- 7) R=5000. I t,-00 R1 1_ 7J N12°34 362 71 Cl(M&R =1? 85' (793 00' ( 1 54 1 p" L :zz_ 156 62g°(R5_ 7 N81 29' I Nop� ) (M&R5_ 7) I °rLn C107 C108 ON11� �I w .007N82 5_ 7) 5 7) .74 R15- 7) M&R1 5_ 7J 44111"WL25_C3_41 3 9 C6 8°33'10"E IRADI/ C109 SNF; ESTB. BY REC. ANGLE (1 01 55'00") PER R5_ 7 I -1 0 SAN BERNARD I NO FREEWAY -R,/�>1 1\11AP 1 405 01 T 4 SNF; ESTB. HOLDING REC. ANGLE (8801 7'01 ") W'LY AND REC. DIST. (1216.81'R11_7) �-- N88042'55"W 1 21 6.81 ' (M&R1 1_ 7) --:\--- - e-9 9 ° oo� lM&R �� �1 71 Do5 11 05,0„ �M& �cr r~ Z N lD N Y CONVERGENCE ANGLE 00°20'47.5" AT POINT M147 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 100' 200' 300' SCALE 1 " = 100' n N87b'26105"E 400.04' (M&R11_7) MARSE "A'' PER R11 7 TB. BY HOLDING THE PRORATED o M 00 N I 102 o C) 0 1. _� Ln 7<I M t7 r- �7 Ln 7 t� DIST. 973.54) PER R36_ 7 I (2694.33'/2693.96'-* R36_7) SEE DETAIL "F" w ON SHEET 17 M M 0 O 0 z SNF: ESTB BY PRORATION HOLDING THE PRORATED DIST. (1039.18') PER R18_A (2694.33'/2694.46' R18_A) SEE SHEET 1 DATUM STATEMENT, BASIS OF BEARINGS, AND SHEET INDEX MAP. SEE SHEET 2 FOR CONTROL DIAGRAM/INDEX MAP, AND RECORD REFERENCES LIST. SEE SHEET 2 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. d'I 0 v 01 N 1 CV i I i COLTON CITY LIMITS PER R24_7 & R34_7 1 ORIGINAL RIGHT OF WAY PER R19 A I _ I BOULEVARD f�105----- C13 .4 N86°31 '12"W I (10.55- R5 -' - (696.1 5' R28_ 7) _ -------_6 949 5 ' \(M&R11 7 R=571.00' L=441 35' T ' �N04°01'31"E R T44�6�-R11_7) ---------- __ S08 30'22W 13=20070.00' 8TA 87!+00 -1 19' OFFSET PERAD) =5031 .00'T- a� C1 1 1 //(R22_ 7) I R19_q `-- / N86°31'12"W I ESTB. BY INTER. HOLDING ESTB CLIMPROVEMENT I-10 / (M&R22_ 7 HOLDING PARALLELISM WITH ) LR7 NE'LY PROLONGATION 2057.69' �. " AND DISTANT 104.00 SLY ----__ i E A PER WITH THE N'LY RIGHT OF ``' 400.00,, TLINE EPERLY WAY LINE PER R22_ 7 `moo (M&R22_ 7) N88°42'55'"W 892.01 ' (M&R1 9_ 7) 6Nv ->• 1 C104 i(168.65' R22- 7) o`- R1 9371R23 7) 1 .68'(M&R117)1 8.3 Iz 322.29(M&R117) _______STA_875+00/ �11' i�N7$ 5T'4811_1) 114.10' (113.59' R22_7) (400 00°60' 31S.3 3, IMg,R ro w r` rn n co M Ln 00 o co .-�� a,z r� ° M N 0� ° Ln C7 °D 0 Ln n 30 N N06°09'4 - NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. SLOVER AVENUE �- N890 33'1 6"E 1 270.00' (1 270.05' R5_ 7) I I i ANGLE (12"19'17") NE'LY AND REC. DIST. (318.33' R11_7) TB. BY INTER. HOLDIN .63 R23_ 7) C105 ESTB. BY INTER. HOLDING STATION 875+00 PER R22_ 7 WITH THE ESTB. S'LY RIGHT OF WAY PER R 1 9_ 7 J2 5 1 i202 J l�JZED. 1 3- Joy N85030'24"W 91 5.69'* (M&R36_ 7) nl (81"50'49" R11_7) NE'LY AND REC. DIST. -� (350.65' R11_7) PARCEL I L O-r 1j -rr�r�r-r NO,, 2�) 20 ESTB. BY INTER.__HOLDING TF E LY RIGHT OF WAY MERIDIA AVENUE AND THE NORTHERLY LINE OF THE SOUTHERN PACIFIC RAILROAD N05057'17"E (RAD) ------ N85°42'39"W 400.1 2' (399.99' R36_ 7) 0=00018115" S.P.R.R. R=5679.32' L=30.14' p=09007'131' R_ -5779.32' (M&R 1 8_ A) (M&R 1 8_ A) HOLDING THE INTER. OF THE E'LY LINE OF LOT A AND 30' NORTHERLY OF THE N'LY LINE OF THE SOUTHERN PACIFIC RAILROAD AND THE WILY LINE OF LOT A AND E'LY LINE OF MERIDIAN AVENUE `N85° 38'21 ,E 4 -I (486.03 R36_7 I L=919.95' I (91 q_QF' R1 0 n 1 I MONUMENT NOTE: M175 FND 2 IN IP WITH BRASS CAP STAMPED "LS 4453 1981" PER R5_ 7, DN 2.0' M1 76 FND SPIKE AND WASHER STAMPED: "LS 7378' PER R32 -7, DIN 0.4'. ACCEPTED AS THE E. 114 SEC. 24, T1 S. R5W. (NW COR. GOV'T LOT 3, SEC. 19 PER CITY OF COLTON ANNEXATION NO. 26.) 45.94' (M&R5_7) :1 w w _ Ln w w w Z U F- a tr- do SHEET 14 OF 17 SHEETS SCALE 1 " = 1 00' - 24 0019 RECORD OF SURVEY IN THE CITIES OF RIALT09 COLTON9 AND UNINCORPORATED TERRITORY9 IN THE COUNTY OF SAN BERNARDIN09 STATE OF CALIFORNIA PSOMAS STEVEN M. PRICE, P.L.S. 9541 I DATE OF SURVEY: SEPTEMBER 2022 TO MAY 2023 SEE SHEET 15 SEE SHEET 15 N00°26'32"W I 1170.15' I (1 170.91 ' I R26_ 7) �� ,Y, N Ln ]MAPNO, J2,33 00 I N ter-, -Jan Ih r I p loll ED) l3'I -:15 Mw ; I-(\J o� I o o `r' w n IT, CDum ,w w zn NOTE B. THERE IS SOME DISCREPENCIES (8'+/-) IN NO° ISM �Qd Jo-, I THE E'LY LINE GOVT LOT 3 PER PSOMAS -0 on t'M �N, I TIES AND CALTRANS. PSOMAS ALSO HELD 0 � V) I THE REC. DIST. (892.01' R19A), ALSO z wwN < Lij I CREATING A NON -TANGENT CURVE_ , HOLDING Nw(_o 992HE 0 0RVE 19-A) TO CREATE M1 , THE. BC OF( Irv✓ Jv1179.95" (1179.91' R21_7)M_ COLTON AVENUE rn 30' SHEET 1 DATUM STATEMENT, BASIS ISEE DF BEARINGS, AND SHEET INDEX MAP. Lij I SEE SHEET 2 FOR CONTROL I z N DIAGRAM/INDEX MAP, AND RECORD REFERENCES LIST. SEE SHEET 2 FOR COORDINATES TABLE <C M' OF CALTRANS RIGHT OF WAY. Lo Q NUMBERS ADJACENT TO SAID POINTS - REPRESENT COORDINATES POSITIONS AS (n r- LISTED. M .' NOTE: n- n) GRAPHICAL REPRESENTATION Lv OF ADJOINERS IS FOR INFORMATIONAL = w PURPOSES ONLY. 1 �, �0 1 1 -N86031'12"W 694.95' (696.1 5' R28_ 7) VAI I c'v i--------------- ------ 19' OFFSET PER R19_A I-111 0r SAN ----- BERNARRANS - R/IjAl IDINO_ _F_RE_E AF � J �_�--400.00_22_ 7) ST_A_881_+54_(R22_7) � r- T 254.00' (M&R22_ 7) H --- - --- - 1.65. r, I OF THE SLY R/W W LY HOLDINGAT RC. N01012'01"E DIST. (892.01' R19_A) FROM THE _ C11 4 (RAD)\ OF MERIDIAN I \\ LI0J //90.31' AVENUE / 1' (90.91 !w,_� �-- L27 I N02009'1 9"E (RAD) R22_ 7 ul L26 C16 SEE NOTE B C15 L28 1`i C1 8W w z 40060' (400.63 ' N88°0034"W N880C E R23_ 7) 270.09(M&R237) SEE NOTE B_ (M&R C112 STA_881+70// C113 STA 879+00 j 128.98' (M&R22 7) I ___ ! 1 00' (M&R22_ 36. 1 /1. ri n I 1 N85030'24"W I 91 5.69'* "E-- (M&R36_ 7) _ c0 10 rf) -ty/) ril I�D � o N 0 N ,7 L} �l 0 1 "' w Qo l M m M 0 0 0 0 z i~ = O Y D Z o v r 0 0 W 0 7 CONVERGENCE ANGLE = 00"20'47.5" AT POINT M147 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 100' 200' 300' SCALE 1 " = 1 00' ESTB. HOLDING 30.00' NORTHERLY AND PARALLEL TO THE N'LY RAILROAD RIGHT OF WAY PER R36_ 7 �.19` L- 486.03' R36 N85°38'21'E N_02057'31"W_(RADL ° ,02„ SO Al C 14 / N000 41 '4 8"E 51.99' (52.15 R18_A) R:::291A`Al �ARC,r I l\JIAF PROLONGATION &_AND MONUMENTS ALONG �OLTON AVE AND HERMOSA AVE ND COLTON AVE AND MERIDIAN AVE. (NE COR GOV'T LOT 3, SEC. 19 PER CITY OF COLTON ANNEXA ION NO. 26) 'LY LINE PARCEL 1 =R R24_ 7 PAR r r i 1\11AF �'iIm1. , PAR(DEL 400`K NO, aJ26 9/23 SpT B VALUATION l I AP V`13./T 1.3D I TKIP TART F• NO. BEARING DISTANCE L26 N88042'55"W 322.29' (321 .69' R19_A R23_7) L27 N88042'55"W 892.01' (M&R19_A) L28 Nl 90 32'02"W 40.93' (41 .30' R13_7) L29 N20011106"W 39.86' (40.09' R13_7) L30 NO3 2848"E 91.31 ' L31 NO3°28'48"E 88.18' L32 N86 31'12"W 165.73' L33 N03043'24"E 171.00' (M&R19_A) . < °,_ XL If) ww =w o�w zz� .ww ' = w pw =_.. :�►-ac?QQ ri iovC TAR! C I I I N03043'24"E 1167.43' I (1 1 67.29' R26_ 7) I I I I I I I ' I I ,M I N I O I r I i )D I D I o I �M1 I H STREET > N86031 '29"W ' 959.90' _ SNF ESTB THE CENTERLINE I OF CYPRESS AVENUE I HOLDING THE FND MONUMENTS N'LY AT THE I INTER. OF C STREET, G I STREET AND H STREET. I � I � I � I N � I `\j SNF; ESTB BY INTER. � HOLDING THE FND MONUMENTS N'LY WITH THE I 0o ESTB CENTERLINE OF I I STREET I o ESTB CENTERLINE OF I v VALLEY BLVD HOLDING 10.00' S'LY AND i PARALLEL WITH THE ESTB I CENTERLINE OF I STREET.I I I N86031'12"W 959.82' -� BOUL E YARD Q i J 00 �N86"3 IIII `° 1265.14 ---__� (1264.91 R19A)t w )__-► 57.69' (M&R227) � , otT �- ui = tn v ESTB. BY HOLDING THE Iw ESTB. CL L' 0 CY E S AVE. AN REC. DIST I (171.00' R19_A) FROM A LINE 19'I w z S'LY AND PARALLEL TO R/1 20061 1 3.(M&R1 THE N'LY I I 9_ A) 942.34 a C� 1171 STA +00 889 ---- / 1 1 0.00' (M&R22_ 7) / / C118 // STA 891+60 1 1 n on' (AARR?? 7) NO. DELTA` RADIUS ILENGTH C14 09007'13'' 5779.32' 919.95' (M&R18_A) (M&R18_A) (919.96' R18_A) C 1 5 000 57' 1 9" 19920.00 332.1 1' (00057'25" R23_7) (M&R23_7) (332.70' R23_7) C16 01 0 16'23'' 1 9920.00' 442.60' (01015'05" R19_A) (M&R19_A) (435.07' R19_A) C1 7 0001 9'06" 1 9920.00' 1 1 0.69' C18 00°09'23" 19920.00' 54.34' C19 00028'29" 19920.00 165.03' C20 00047'44" 19920.00' 276.63' 1(277.27' (00047'51" R22_7) (M&R22_7) R22_7} TIE NOTE= T108 SNF; ESTB 10.00' ALONG HERMOSA AVE PER R20_A T109 SNF; ESTB BY INTER. HOLDING THE ESTB. POSITIONS N'LY AND THE ESTB. CENTERLINE OF I STREET. S'LY LINE U.P.R.f BK 28, PG 257 M DEEDS PER R18_A 10. 000)0-) lr,�0 N O ° 00 CV N 1 II Ial M J MONUMENT NOTE M180 FND 1 INCH IRON PIPE STAMPED "N.B.S. LS 3490 PER PARCEL MAP NO. 5289 P.M.B. 51/90-91, DN 1.2' M181 FND GEAR SPIKE AND WASHER STAMPED:"SBCO SURVEY" PER FB 4016/2654. HELD FOR INTER. OF VALLEY BLVD AND HERMOSA AVENUE. M182 FND 1 IN IRON W/ PLASTIC CAP STAMPED "LS 5022" PER R18_A, DN 0.5' M184 FND NAIL AND WASHER STAMPED "SBCO SURVEYOR." ACCEPTED AS SPIKE AND WASHER COUNTY SURVEYOR PER FB 4017/2214, FLUSH M185 FD RAILROAD SPIKE PER PARCEL MAP 8726 PMB 89/23 S a o E (ro 0 N� 50, Lqb7j SHEET 15 OF 17 SHEETS SCALE 1 " = 100' RECORD OF SURVEY NO. 24-00194 ko-o- IN THE CITIES OF RIALTO, COLTON, AND UNINCORPORATED TERRITORY, IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS STEVEN M. PRICE, P.L.S. 9541 DATE OF SURVEY: SEPTEMBER 2022 TO MAY 2023 SEE SHEET 1 DATUM STATEMENT, BASIS OF BEARINGS, AND SHEET INDEX MAP. SEE SHEET 2 FOR CONTROL DIAGRAM/INDEX MAP, AND RECORD REFERENCES LIST. SEE SHEET 2 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. NOTE: GRAPHICAL REPRESENTATION OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. AVENUE N (2638.68' R32_7) 2638.54' M17 w -E-- N890 33'26"E w =n � i'7 A• ui w (1 31 8.75' R32- 7 ) N 3 v ;n M 00 Q0 N N, 0 P,) o�L NE COR GOV'T LOT z MAP NO. 6 1 77 N890 32'16"E p 1 319.97' (1 31 9.92'* R21- 7 ) J 1205.03 (1204.97'* R21_7) C STREET I WE ry Lu i Q0 N 0 , O l z , w N89032'38"E 1320.45', w (1320.47' R8-7) 6� w w 61 SEE SHEET 13 , 1\10 01-- 1'1a 1 I-j w' N th 00 M 0 O ' O z N89036'43"E 1 319.96' (1 31 9.92'* R21- 7 ) ' 1 1 79.95' (1 179.91 '* R21- 7 ) Mo [—COLTON AVENUE �o N0201 7'50"E 30'' 539.91 ' (539.84' R28_ 7) SEE SHEET 14 Iry 0z o 7 CONVERGENCE ANGLE = 00.20'47.5" AT POINT M147 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) 0 100' 200' 300' SCALE 1 " = 100' N I,>1 S r C 19; 71 v, y R zm SNF; ESTB AT 112.25"* PER R21 7 BY THE WILY PROLONGATION OF THE EST. POINTS S'LY. CEL -----____ N8=31 '30"W _.---_ _ _ 77 (781 .25 R26_ 7 - 35 L C STREET --�-4--- N N V I SNF ; ESTB AT 1 1 4.95'* PER l R21 _ 7 BY THE E'LY Lo PROLONGATION OF FND 0*) MONUMENTS ALONG C STREET v AND HERMOSA AVE AND C STREET AND MERIDIAN AVE. N rn � N O If Ln Ln 00 0 0 0 rn N Ln rn O N 0 0 0 z Ln rn l 1 N O 'I rn F- _� ti 100rz to r N 00 0 1 m z� �� O _ N r (,j w ro r �� V) �� Inv Q m 0"' Q wM M O 00 MONUMENT NOTE l M176 FND SPIKE AND WASHER STAMPED: "LS 7378'' PER R32-7, DN 0.4'. ACCEPTED AS THE E. 1 /4 SEC. 24, T1 S. R5W. (NW COR. GOV'T LOT 3, SEC. 19 PER CITY OF COLTON ANNEXATION NO. 26.) M177 FND 1 IN IP W/ NAIL AND TAG "PLS 4550" PER R32-7, FLUSH M178 FND 1 IN IP W/ NAIL AND TAG "PLS 4550" PER R32-7, FLUSH M179 FND 1 IN IP STAMPED "RCE 15698'' PER PARCEL MAP NO. 6233 P.M.B. 57/34-35, FLUSH M183 FND NAIL AND WASHER STAMPED "SBCO SURVEYOR." ACCEPTED AS SPIKE AND WASHER COUNTY SURVEYOR PER FB 4017/2216, FLUSH M184 FND NAIL AND WASHER STAMPED "SBCO SURVEYOR." ACCEPTED AS SPIKE AND WASHER COUNTY SURVEYOR PER FB 4017/2214, FLUSH J !RAC, J IMAF N]01 , L D-r IM,0, NO, 1�)09 3—J1 17 N86031'304 694.84' M1' ESTB HOLDING THE FND MONUMENT AT G STREET AND CYPRESS AVE. AND PARALLELIS TO THE CENTERLINE OF C STREET N'LY PER TRACT MAP NO. 2608 37/17 F,l Rr - I lollAP p,1\11,� r 1 1 9.99' Tl 1 061 140.01 '* SNF; ESTB AT 140.01 * PER R21 _ 7 (M&R21_7) BY THE E'LY PROLON ATION OF E--20' FND MONUMENTS ALONG COLTON AVE AND HERMOSA AVE AND COLTON AVE AND MERIDIAN AVE. (NE COR GOV'T LOT 3, SEC. 19 PER CITY OF COLTON ANNEXATION NO. 26) NO, ov J/95 SEE SHEET 14 ,r N x w , 00 , M N v rh O [7' 000 o, 00 z 0 00 I , N cr r � N r` v ti Q0 W W Q � W, Iz 1 U , r W V N M r� 0 M O Z rl z 0 W O pp S W rn ~ o W r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V W O J C\ir` O I I o ti -i In U a I N ,60*096 3,�LZ,bb°2ON --�► I '` zz In I �--- 3,,LZ,bb°2ON -�. 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O II w0 wu w 20 HQ X ) m <;_u wz ww wt'D0 O�LiZ �3W ------ -- -- cn� V)OZ--- Zc�Ow It�— �1---�r �---- �r � � w � � )— w ------------------------- - - W J w a bL 133HS 33S 3NI-1 HO1GW S U cn (N SHEET 17 OF 17 SHEETS RECORD OF SURVEY NO. 24-00194 to IN THE CITIES OF RIALTO, COLTON, AND UNINCORPORATED TERRITORY, IN THE COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA PSOMAS STEVEN M. PRICE, P.L.S. 9541 DATE OF SURVEY: SEPTEMBER 2022 TO MAY 2023 --------------------------- I I FND LEAD, TACK & TAG I STAMPED "LS 3983" I I PER R17 5 / I SNF; ESTB. I PER R17_5 VALLEY // ��� BLVD 88 I Q A AR1 -51 W r88' 80 R l I lgA 0 � � Sj I I I I � z I I W,W I I > I I IQ I j 7FND LEAD TACK & TAG I I STAMPED "LS 3983" I I PER R17_5 I ---------DETAIL "B'' NOT TO SCALE SHEET 7 & 8 --------------------------------1 I I \ FND CHISLED_X I I \ ON TC PER R1 8_ 5 I I \ o 1 I \'cP - I cP SNF°, ESTB. I PERR1 8_ 5 \\ J AO,A5 I VALLEY \\ aoBLVD 4?' / \\FND CHISLED "X" I FND SCREW „� / W \. ��p ON TC PER R 1 8_ 5 I IN T C w/ of \9�. S PER R1 8_ 5 a?b�) / 0 Ld \\ I / Qz \ I I �I> I I � Q I I-------------------------------1 DETAIL ''C" NOT TO SCALE SHEET 8 r------------------ ----------------- _FND CHISLED "X" 1 -`\ I N TOP SPINDLE I I \ PER R1 9_ 5 I \\ FND CHISLED "X" / \\ 0 PER R1 9_ 5 I I o J W / I I \� U Q o/ \ \'9 D , ^� \ SJ W T7 I \ / SNF; ESTB. BY TIES I \ / PER R19_5 I (,, VALLEY -- do-BLVD---------� N`� h 4ir �N / 9°\ 4 `fir\��� °O 1 O>'� g� °oo ,�/,9S I I `ah I FND LT&T LOCKWOOD RCE 9101, SHOWN AS A I N&TAG'RCE 9101 PER 1 R19_5. 1 -------------------------------------- DETAIL "D" NOT TO SCALE SHEET 10 lo ry o z o Y CONVERGENCE ANGLE 00°20'47.5" AT POINT fP147 PURSUANT TO SECTION 8815.5 OF THE CALIFORNIA PUBLIC RESOURCE CODE (LAPLACE CORRECTION NOT APPLIED) SEE SHEET 1 DATUM STATEMENT, BASIS OF BEARINGS, AND SHEET INDEX MAP. SEE SHEET 2 FOR CONTROL DIAGRAM/INDEX MAP, AND RECORD REFERENCES LIST. SEE SHEET 2 FOR COORDINATES TABLE OF CALTRANS RIGHT OF WAY. NUMBERS ADJACENT TO SAID POINTS REPRESENT COORDINATES POSITIONS AS LISTED. NOTE: GRAPHICAL REPRESENTATION iW OF ADJOINERS IS FOR INFORMATIONAL PURPOSES ONLY. LINE TABLE: NO. BEARING DISTANCE L 1 5 N81 ° 1 3'16"E 1 19.951 L16 N77003'21 "W 50.00' L 1 7 N4 7° 1 3'4 7"W 89.26' L 18 N890 34'06"E 14 3.00' L1 9 N77003'21 "W 238.87' (239.50' R11_7) L26 N87026'05"E 119.49' (119.50' R11_7} ANGLE TABLE: NO. ANGLE A 82008'36" (82006'58" R1 1_ 7) (M&R33_ 7) ft158016'37" 150°10'26" (150°22'26" R33_81 0 50'49" (M&R1 1_ 7) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I 1216.81' (M&R11_7) �-- N88042'55"W N88°42'S5"W I I 892.01 ' (M&R19_ 7) ---- 60.30 --_ 1.68' (M&R11—0— — — _�'• I N87 2605E L26- D C10314 )400.04'(M&R11_ 7 I I til � C 100 00 cry C103 1 v n N7Bo57r48 lM M 31 S .33 I 1 * I 0=72°50;00" (73022'26" R11_7)1 I z o X, I R=50.00 (M&R1 1_ 7) 1 A 06 M L=63.56' (64.03' R11_7) I W ... I I N Z ro C 1 0 2 I I 1 c W � �' in I I Q t. o N Q0OD I cn m' Z I Ln <t 0 I w ':0 ° O r I I I QO 0 0 0 z I I 17 0 1 I ,� t7 W °p o I I I `v I 91 5.69'* (M&R36_ 7) I I I N85030124"W I I Q I I me I N890 1 '05"W co Ln n 60. 0' '- I L I I 1 -------------------------------------------------------- I I DETAIL "F" NOT TO SCALE SHEET 13 r- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --------- I W Z _ Lnr~I *^ W j C 8 5 u-) 00 I 760 37'27" Nr� o rn : 0 06 N I (M&R11) z N O NT W I (1 136 81 039'10'' N �- _ 1 1e3p 1_ 7) (M&R 3 3_ 7) L W I 4 N77oo3,26— L 5 _ L18 16 B - C \I n W I j\17;l I SEGMENT A 217.g1 BOOK 4, PAGE 97 OF HIGHWAY MAPS SNF; ESTB. PERP. TO CL 3 I IMP PEPPER AVE (STA 1 28+83.37, 1 43' LT) AND I Lo I ;n lin I REC. DIST (90.85' R11_7) N N N I FROM THE FND MON. S'LY O o ° O o I O O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - - - - - - DETAIL "E" NOT TO SCALE SHEET 11 — — — — — — — — — — — — — — — — — — — — — I I Nrn I rnN I Ln 3: zo I v cD to w Ln rn N Ln Ln r I D 0 0 Z ° I o I Z C86 j SNF; ESTB. BY INTER. HOLDING I A REC. ANGLE (106025'46') N'LY I AND THE EST. N'LY LINE OF THE RAILROAD RIGHT OF WAY. I I N77003'21 "W 21.46' (21.47' R11_7) I SNF; ESTB. BY INTER. HOLDING I PARALLELISM AND 30.00 E LY OF PEPPER AVENUE (CL I SURVEY) PER R1 1_ 7 ----------------------i