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955v_rw'ON S _ )dNf100 IN THE UNINC ORPORATED AREA RIVERSIDE COUNTY CALIFOR P IVERSIDE COUNTY TRANSPORTATION C9 INST. *195318 ; DEPARTMENT R SNF I APN 318 -172 -009 L 1 - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F - - - - - - - - - - - - - - - - - - -.- - - 1 Ln N � APN 318 - 172 -010 e x �' i e e w ppp W r 1 CAJALCO EXPWY i — e � e z� Y SECTION 10 1� = a T. S., R. 4 W., S.B.M. Q ' U Cv ,_o ' PINEWOOD ST w SHEET 2 w e . rr - ~-- 1 I PM 40/9 -10 L1 REC 8/3/1977 C9 INST. *195318 ; 59 38 R APN I 318- 180 -061 ; � )+ " e e PARCEL 1 ' 1 /L SURVEY APN — t. 318- 180 -041 e I I n `� x PARCEL 3 ; V I C I N I T Y MAP RS 117/49 /L CONST. NTS REC 6/2/2004 o A ; I INST #0420367 z I a NUMBER DIRECTION DISTANCE L1 N 00 E (N O1 ° 01'19" E 493.45' 493.87' R1) e ' INDICATES RECORD MONUMENT NOTES PER PM 40/9 -10 C9 D = 21 59 38 R = 560.00 RECORD DATA [21 APN 318 - 172 -014 R4 = ' RECORD CL INTERSECTION OF RIDER STREET AND HAMS STREET' PER RS 117/49 PER RECORD OF SURVEY 16/28 R5 = INDICATES SNF DATA e FOUND 1 1 /" IP TAGGED LS 4343 FLUSH, ACCEPTED AS THE CL INTERSECTION T i > L = OF RIDER STREET AND DAY STREET PER FB 2057 S #4978 �r ® FOUND 2X2 HUB NO NAIL AND 4 NAIL AND TIN X -TIES, FLUSH IN LIEU OF c 1 IP WITH RIV CO SUR PLASTIC PLUG, ACCEPTED AS CL INTERSECTION ' N 00 0 11'54'W 35.26' ® = 108.82' CLARK STREET AND PALM LANE PER FB 2178 S #5975 AND TB 101/65 R &M (R 5) L = 215.24'R2)' D = R - 36 ° 57'15'' 800.00 = 08 ° 53'29" �� FOUND 1 ROD NO TAG DOWN 1 .8 , ACCEPTED AS THE CL INTERSECTION OF =� 0 267.32' e ............................................................._............ CLARK STREET' AND RI6ER STREET PER RS 31 /3 AND FB 2057 -3 S #4978 _t .... — -- - - - -, — ------------ 1 -------- ---------------------------------------------------- -- - - - - -- — e ° N 89 49 '37" E 2653 76'(N 89 ° 44'50" W 2654 25'R4) (D = 08 0 49'18" L = 107.67' R1 )' chic ........................- ° N 89 ° 47'50" E 480,19' e N 89 ° 48 06" E 1195.03 (N 89 15 20 E 1195.14 R3,L _ 121 d SNF CL RIDER S T R E E T N 89 E 368.63' NTS LOT 136 1 LOT 1371 LOT 138 LOT 197 LOT 198iLOT 199 SECTION j 15 RS 31/2 -3 ! T.4 S., � . 4 W., SI.B.M. ------------------ 4 ---- ---- 'I -- - - - - -- SEE SHEET 2 FOR SEE SHEET 2 FOR LOT 139 LOT 140 LOT 196 LOT 195 EASEMENT NOTES PARCEL DATA BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS N 89 0 47'50" E BEING THE BEARING BETWEEN TRAVERSE POINT 106 AND TRAVERSE POINT 107 AS SHOWN ON FB 2219 S #6346. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES. CL RIDER STREET � —e o RS 16/28 F APN ' w 318 - 200 -072 _ ------------- - - - - -' M 0 0 z I � RS 16/28 DVr'' 19/1R/1 CIA I 4 / S S 89 9 CEDAR RVEY NOTES INDICATES FOUND MONUMENT AS NOTED INDICATES SEARCHED NOT FOUND INDICATES RECORD & MEASURED REFERENCES P l ,D N. s N� s a © FOUND 1'' IP TAGGED LS 7629, FLUSH, ACCEPTED AS THE NORTHEAST CORNER OF THE PARCEL SHOWN ON RS 117/49 FOUND %" IP WITH NAIL AND TAG ILLEGIBLE DOWN 2.1', ACCEPTED AS 9 THE CL INTERSECTION PALM LANE AND OLD CLSINORE ROAD, PER RS 16/28 ® TRAVERSE POINT #106 FOUND TACK & "RIV CO TRANS" TAG FLUSH IN 6' WIDE SIDEWALK,180' +/- WESTERLY OF THE CENTER OF THE ENT W CE TO COLUMBIA SCHOOL PARKING LOT 38 +/- NORTHERLY OF THE CL OF RIDER STREET, & 25' +/- SOUTHWESTERLY OF 6' HIGH CHAINLINK FENCE CORNER. m TRAVERSE POINT #107 FOUND TACK & "RIV CO TRANS" TAG FLUSH IN IN SIDEWALK OF RETURN ISLAND FOR TURN LANE AT THE NORTHWEST CORNER OF OLD ELSINORE RD AND RIDER ST 120' + /- EASTERLY OF CLARK STREET, 42' +/- NORTHERLY OF THE CL aF RIDER STREET. R1 = INDICATES RECORD MONUMENT NOTES PER PM 40/9 -10 R2 = E DOW N E CL INTERSECTION OF L CL DATA PER RIVERSIDE COUNTY IMPROVEMENT PLANS 933 -G R3 = PINEWOOD STf EET N ARK STREET PER PM 40/9-10 RECORD DATA [21 FOUND 1" IP WITH PLASTIC PLUG, ILLEGIBLE DOWN 0.1' ACCEPTED AS THE R4 = INDICATES RECORD CL INTERSECTION OF RIDER STREET AND HAMS STREET' PER RS 117/49 PER RECORD OF SURVEY 16/28 R5 = INDICATES SNF DATA PER FOUND 1 1 /" IP TAGGED LS 4343 FLUSH, ACCEPTED AS THE CL INTERSECTION T = 136.14' L = OF RIDER STREET AND DAY STREET PER FB 2057 S #4978 �r ® FOUND 2X2 HUB NO NAIL AND 4 NAIL AND TIN X -TIES, FLUSH IN LIEU OF c 1 IP WITH RIV CO SUR PLASTIC PLUG, ACCEPTED AS CL INTERSECTION ' T = 108.82' CLARK STREET AND PALM LANE PER FB 2178 S #5975 AND TB 101/65 R &M (R 5) L = 215.24'R2)' D = R - 36 ° 57'15'' 800.00 = 08 ° 53'29" �� FOUND 1 ROD NO TAG DOWN 1 .8 , ACCEPTED AS THE CL INTERSECTION OF L = 267.32' T CLARK STREET' AND RI6ER STREET PER RS 31 /3 AND FB 2057 -3 S #4978 T = 515.89' (D = 08 0 49'18" L = 107.67' R1 )' chic RVEY NOTES INDICATES FOUND MONUMENT AS NOTED INDICATES SEARCHED NOT FOUND INDICATES RECORD & MEASURED REFERENCES P l ,D N. s N� s a © FOUND 1'' IP TAGGED LS 7629, FLUSH, ACCEPTED AS THE NORTHEAST CORNER OF THE PARCEL SHOWN ON RS 117/49 FOUND %" IP WITH NAIL AND TAG ILLEGIBLE DOWN 2.1', ACCEPTED AS 9 THE CL INTERSECTION PALM LANE AND OLD CLSINORE ROAD, PER RS 16/28 ® TRAVERSE POINT #106 FOUND TACK & "RIV CO TRANS" TAG FLUSH IN 6' WIDE SIDEWALK,180' +/- WESTERLY OF THE CENTER OF THE ENT W CE TO COLUMBIA SCHOOL PARKING LOT 38 +/- NORTHERLY OF THE CL OF RIDER STREET, & 25' +/- SOUTHWESTERLY OF 6' HIGH CHAINLINK FENCE CORNER. m TRAVERSE POINT #107 FOUND TACK & "RIV CO TRANS" TAG FLUSH IN IN SIDEWALK OF RETURN ISLAND FOR TURN LANE AT THE NORTHWEST CORNER OF OLD ELSINORE RD AND RIDER ST 120' + /- EASTERLY OF CLARK STREET, 42' +/- NORTHERLY OF THE CL aF RIDER STREET. R1 = INDICATES RECORD DATA PER PM 40/9 -10 R2 = INDICATES DATA PER RIVERSIDE COUNTY IMPROVEMENT PLANS 933 -G R3 = INDICATES RECORD DATA PER RECORD OF SURVEY 117/49 R4 = INDICATES RECORD DATA PER RECORD OF SURVEY 16/28 R5 = INDICATES RECORD DATA PER RIVERSIDE COUNTY DEED PLAT 707 -J THE BENCH MARK USED FOR THIS SURVEY IS TRAVERSE POINT 103 BASED ON FB 2219 S #6346, WITH AN ELEVATION OF 1680.83', BASED ON DIFFERENTIAL LEVELS. i- N N L t N I REVISIONS I REV BY DESCRIPTION APPR DATE JUAN C. PEREZ, DIRECTOR BENCH MARK: COUNTY OF RIVERSIDE STATE OF CALIFORNIA �' S HEET MAP APPROVED BY: a No. 7530 Exp. 12 -31 -15 Q EDWARD D, -HUNT DATE �~ Ia v ?r ccu SvAvt"rQe TRANSPO T TIION DELTA ANGLE RADIUS s ARC LENGTH DELTA 0 ARC LENGTH C3 D = 44 0 30'57" R = 700,00' T = 286.49' L =_ 543,86' (D = 44 ° 33'40" L = 544.42' C4 0 = 21 ° 40'45" R = 711.00' T = 136.14' L = � m �r c c °N ' T = 108.82' 0 � THE BENCH MARK USED FOR THIS SURVEY IS TRAVERSE POINT 103 BASED ON FB 2219 S #6346, WITH AN ELEVATION OF 1680.83', BASED ON DIFFERENTIAL LEVELS. i- N N L t N I REVISIONS I REV BY DESCRIPTION APPR DATE JUAN C. PEREZ, DIRECTOR BENCH MARK: COUNTY OF RIVERSIDE STATE OF CALIFORNIA �' S HEET MAP APPROVED BY: a No. 7530 Exp. 12 -31 -15 Q EDWARD D, -HUNT DATE �~ Ia v ?r ccu SvAvt"rQe TRANSPO T TIION RIGHT-OF-WAY MAP RIDER STREET INTERSECTION IMPROVEMENT BEGINNING AT THE INTERSECTION OF CLARK STREET AND RIDER STREET, WEST TO HAINES STREET AND NORTH TO PINEWOOD STREET IN SECTION 10, TS. 4S., R 4W., SBM PROJECT NUMBER o B9 -0998 0 FI ELD BOOK NUMBER E 2231 0 SURVEY NUMBER 6440 E m o a SHEET 01 OF 02 SHEETS COUNTY 95 FILE No. S v. I"( &M = DELTA ANGLE RADIUS TANGENT ARC LENGTH DELTA ANGL ARC LENGTH C3 D = 44 0 30'57" R = 700,00' T = 286.49' L =_ 543,86' (D = 44 ° 33'40" L = 544.42' C4 D = 21 ° 40'45" R = 711.00' T = 136.14' L = 269,02' °'" ' T = 108.82' L = 214.96' (D = 22 ° 01'33" L = 215.24'R2)' C11 D = 08 ° 53'29" R = 700.00' T = 54,42' L = 108.63' (D = 08 0 49'18" L = 107.67' R1 )' RIGHT-OF-WAY MAP RIDER STREET INTERSECTION IMPROVEMENT BEGINNING AT THE INTERSECTION OF CLARK STREET AND RIDER STREET, WEST TO HAINES STREET AND NORTH TO PINEWOOD STREET IN SECTION 10, TS. 4S., R 4W., SBM PROJECT NUMBER o B9 -0998 0 FI ELD BOOK NUMBER E 2231 0 SURVEY NUMBER 6440 E m o a SHEET 01 OF 02 SHEETS COUNTY 95 FILE No. S v. I"( &M = 'ON 3 l\1Nf100 SEE SHEET 1 , , , I NTS LINE TABLE W Llj LY uo V) W z Fes/ a J U u NUMBER DIRECTION DISTANCE DIRECTION DISTANCE L2 N 89 ° 48'06" E 1195.03' (N 89 0 15'20" E 1195.14' R3) L3 N 89 0 48'06" E 0998 -001A APN 318 - 172 -014 APN 318- 180 -030 VAL VERDE UNIFIED SCHOOL DISTRICT L4 N 89 ° 48'06" E 1135.12' N/A 06 -08 -2011 LS N 89 ° 48'06 ° E 1135.12' (N 89 ° 15'20" E 1135.12' R3) 16 N 00 ° 3645 ° E 4.00' 0998 -001C R &U ESMT L7 N 00 ° 35'28" E 4.00' 09 -15 -2011 2011 - 0409249 18 N 00 ° 35'28" E 6.00' = 700.00' N/A L9 N 00 ° 07'32" E 620.86' = 44 ° 33'40" L L10 N 00 ° 07'32" E 665.03' = 21 ° 40'45' R L11 N 00 ° 07'32" E 595.01' 269.02' OF L12 N 89 ° 49'37" E 168.54' C5 D L16 N 65 ° 52'40" W 19.21' T = 140.24' L = L17 N 00 ° 35'28 ° E 169.58' (N 01 ° 01'19 ° E F68.99' RI L21 N 00 ° 35'28" E 188.96' (N 00 0 02'57 ° E 188.51'R3) L22 N 89 ° 47'49" E 25.00' L23 N 00 35'28" E 28.1 7' D = 07 ° 27'33 ° L24 N 00 ° 35'28" E 138.39' L = 99.72' L25 N 24 ° 56'04" E 54.68' C8 L26 N 00 ° 35'28" E 115.01 (N 01 ° 01'19" E 115.00'RI L27 N 89 ° 48'06" E 30.00' = 07 ° 13'09" R3) L28 N 89 ° 48 "06" E 30.00' = 21 ° 59'38" R L29 N 24 ° 56'04" E 6.63' 214.96' (D L33 N 00 ° 35'28" E 493.45' C10 D L34 N 00 ° 35'28 ° E 52.48' T = 43.12' L = L35 N 89 ° 48'06" E 23.77' L36 N 89 ° 48 "06" E 26.50' R = 700.00' PARCEL LIST PARCEL NO. ASSESSOR'S NO. GRANTOR(S) PCL TY PE AREAS SQUARE FEET OR OTHERWIS NOTED RECORDATION DELTA ANGLE RIVERSIDE COUNTY ARC LENGTH DATE DOC. NUM 0998 -001A APN 318 - 172 -014 APN 318- 180 -030 VAL VERDE UNIFIED SCHOOL DISTRICT VAC /QC L = 474.16' N/A 06 -08 -2011 2011- 0251297 0998 -001B OC D =4,440N/A N/A 09 -06 -2011 2011 - 0395741 0998 -001C R &U ESMT (D = 42 ° 19'25" N/A 09 -15 -2011 2011 - 0409249 0998 -001D R &U ESMT R = 700.00' N/A 09 -15 -2011 2011 - 0409248 SEE SHEET ONE FOR MONUMENT NOTES & REFERENCES GRANTOR NOTES O.C. QUIT CLAIM DEED R &U ESMT PUBLIC ROAD AND UTILITY EASEMENT VAC /Q.C. VACATION AND QUIT CLAIM RESOLUTION N J , J , I , , 30' i 25' i 30' 5 ' L22 � 1 1 � h , N , � J , 0998 -OO1C \ �, w SECTION 10 m' � M � � , J W., S.B.M.. , „ n: , N ' , , , \ T.4 S., R. 4 CURVE TABLE PARCEL 0998 -OO1D i i i i i EASEMENT NOTES A RW PER RESOLUTION RECORDED 12/14/1993 AS INSTRUMENT #497104 Q RW PER RESOLUTION RECORDED 5/9/1956 IN BOOK 1909 PAGES 274 -275 Q RW PER RESOLUTION RECORDED 2/28/1967 AS INSTRUMENT #16859 q� RW PER GRANT DEED RECORDED 11/14/1968 AS INSTRUMENT #109317 Q RW ABANDONED PER RESOLUTION RECORDED 5 6/25/69 AS INSTRUMENT # 64185 Q RW PER GRANT DEED RECORDED 7/25/1980 6 AS INSTRUMENT #134913 L4 L5 0 e L2 L3 I REVISIONS I REVI BY I DESCRIPTION APPR I DATE Ld W LL V) V) z a CL RIDER STREET LOT 136 JUAN C. PEREZ, DIRECTOR LOT 137 L3 RS 31/2 -3 LOT 138 SECTION 15 T.4 S.,jR. 4 W., S.B.M. LOT 197 RS 11'7/49 0998 OO1B � -- i - - -- REC 6/2/2004 AS INST. #0420367 30' �y PARCEL PARCEL ' ` 0998 -001D 0998 -OOtA � ' .` i LOT 198 v • H COUNTY OF RIVERSIDE STATE OF CALIFORNIA co CL SURVEY PER PM 40/9 -10 A0 D gip" yG� DELTA ANGLE RADIUS TANGENT ARC LENGTH �1 oEr -ta3^Y 6>uP47'�-° .�BJ�YCZ'A2 DELTA ANGLE RIVERSIDE COUNTY ARC LENGTH Cl D = 42 ° 07'11" R = 645.00' T = 248.36' L = 474.16' (D 42 0 10'50" L = 474.85 RI C2 D = 42 0 16'42" R = 670.00' T = 259.05' L = 494.38' (D = 42 ° 19'25" L = 491.92' RI C3 D = 44 ° 30'57" R = 700.00' T = 286.49' L = 543.86' (D = 44 ° 33'40" L = 544.42'R1) C4 D = 21 ° 40'45' R = 711.00' T = 136.14' L = 269.02' OF NORTH TO PINEWOOD STREET M S ECTION 10, S S R S C5 D = 21 ° 44'55" R = 730.00' T = 140.24' L = 277.10' C6 D = 11 ° 56'50 ° R = 755.00' T = 79.00' L = 157.43' C7 D = 07 ° 27'33 ° R = 766.00' T = 49.93' L = 99.72' C8 D = 07 0 13'08" R = 755.00' T= 47.63' L = 95.13' (D = 07 ° 13'09" R3) C9 D = 21 ° 59'38" R = 560.00' T = 108.82' L = 214.96' (D = 22 0 01'33 ° L = 215.24'R2) C10 D = 06 0 45'39" R = 730.00' T = 43.12' L = 86.14' D = 08 ° 53'29" R = 700.00' T = 54.42' L = 108.63' (D = 08 ° 49'18 ° L = 107.67'RI q12 D = 01 ° 10'50" R = 670.00' T = 6.90' L = 13.81' D = 21 ° 59'38" R = 615.00' T = 119.51' L = 236.08' D = 01 ° 57'55 ° R = 766.00' T = 13.14' L = 26.27' PARCEL 0998 -OO1D i i i i i EASEMENT NOTES A RW PER RESOLUTION RECORDED 12/14/1993 AS INSTRUMENT #497104 Q RW PER RESOLUTION RECORDED 5/9/1956 IN BOOK 1909 PAGES 274 -275 Q RW PER RESOLUTION RECORDED 2/28/1967 AS INSTRUMENT #16859 q� RW PER GRANT DEED RECORDED 11/14/1968 AS INSTRUMENT #109317 Q RW ABANDONED PER RESOLUTION RECORDED 5 6/25/69 AS INSTRUMENT # 64185 Q RW PER GRANT DEED RECORDED 7/25/1980 6 AS INSTRUMENT #134913 L4 L5 0 e L2 L3 I REVISIONS I REVI BY I DESCRIPTION APPR I DATE Ld W LL V) V) z a CL RIDER STREET LOT 136 JUAN C. PEREZ, DIRECTOR LOT 137 L3 RS 31/2 -3 LOT 138 SECTION 15 T.4 S.,jR. 4 W., S.B.M. LOT 197 RS 11'7/49 0998 OO1B � -- i - - -- REC 6/2/2004 AS INST. #0420367 30' �y PARCEL PARCEL ' ` 0998 -001D 0998 -OOtA � ' .` i LOT 198 v • H COUNTY OF RIVERSIDE STATE OF CALIFORNIA co CL SURVEY PER PM 40/9 -10 A0 D gip" yG� J \ \ n \ \\ PARCEL 1 PARCEL 3 CL CONSTRUCTION PER IMPROVEMENT PLANS 933 -G 5 y� L36 i T \ \ \ LOT "B" C/") 4 m \ o 0 m 0 6 P L12 � -� 2 30' \ D L �- 30' 2 ° Nel 1 � v � J J Ol a 0 J U APPROVED BY: �m o� No. 7530 Exp. 12 -31 -15 Q EDWARD D. HUNT DATE �1 oEr -ta3^Y 6>uP47'�-° .�BJ�YCZ'A2 FO RIVERSIDE COUNTY CA V% TRANSPORTATION J \ \ n \ \\ PARCEL 1 PARCEL 3 CL CONSTRUCTION PER IMPROVEMENT PLANS 933 -G 5 y� L36 i T \ \ \ LOT "B" C/") 4 m \ o 0 m 0 6 P L12 � -� 2 30' \ D L �- 30' 2 ° Nel 1 � v � J J Ol a 0 J U �m o� L Co U SEE SHEET 1 RI GHT -OF - W A Y M A P PRO 8 o U CLARK STREET & FIELD BOOK NUMBER 2231 o m RIDER S TREE T SURVEY NUMBER 6440 0 INTERSECTION IMPROVEMENT BEGINNING AT THE INTERSECTION OF CLARK STREET SHEET 02 AND RIDER STREET, WEST TO HAINES STREET AND OF NORTH TO PINEWOOD STREET M S ECTION 10, S S R S 0 2 SHEETS COUNTY 1+ C. 1 U, FILE No. PM 40/9 -10 REC 8/3/1977 AS INST. #195318