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928p_rwi %mijVERSIDE COUNTY TRANSPORTATION DEFARTf�1ENT RIGHTOF-WAY P�7AP 1NORCLODALE KRUD 11IA=q =111111111111 11 THE AVERAGE CONVERGENCE ANGLE FOR THIS PROJECT IS - 00-42-52. AT THE INTERSECTION OF CLOVERDALE RD. d HAMMER AVE. 7 =-00-42-52 CLAR INSTRUMENT NUMBER @mym U p @ IJVO °o 0 9 INDICATES FOUND MONUMENT AS NOTED. yVj CSFB INDICATES COUNTY SURVEYOR FIELD BOOK. I 1 CSTB INDICATES COUNTY SURVEYOR TIE BOOK. BRIDGE DECK STAMPED "CALIF. CSCR INDICATES COUNTY SURVEYOR CORNER RECORD. 0320-M 1RX) INDICATES RECORD DATA AS NOTED BELOW R1 RS 52/30 R7 INST.NO. 25215, REC. 01-15-2002. PER RIVERSIDE COUNTY SURVEY R2 RS 62/39 R8 INST.NO. 48701. REC. 01-29-2002. ry 93� R3 MB 310/82-89 R9 INST.NO. 48698. REC. 01-29-2002. 5 R4 MB 326/5-12 RIO INST.NO. 532997, REC. 10-30-2001. � R5 PM 198/74-76 RII INST.NO. 48697. REC. 01-29-2002. R6 RIVERSIDE COUNTY R12 INST.NO. 48696. REC. 01-29-2002. SURVEY MAP, R13 CALTRANS MOND ENTATION MAP NO. *%Oro. 2 d 3S - 7W 453701 (RIV.CO. MAP 205/126). R14 RIV.CO. MAP 925-U. uj R15 MB 275/11-18. �U 0 R16 RS 57/61 CLOVERDALE ROAD I 1127.05 _ R17 MB 327/11-15 I BASIS OF BEARINGS: I LIMONITE N 89-39-38 W THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS 83. ZONE 6, BASED LOCALLY ON GPS STATIONS "CLAR'. "CRFP` AND 'MLFP'. EPOCH 2000.35. NOTES: F0. 2' BRASS CAP FL. SET--=• ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS IN CONCRETE. STAMPED 'CALIF. SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY PIPE. CONC. MULTIPLYING GRID DISTANCES DEPT. OF TRANSPORTATION. BY A COMBINATION FACTOR OF S8� 1.000009610. DERIVED AT THE INTERSECTION OF CLOVERDALE ROAD C/L LIMONITE 1013+33.01 E.C.' AND HAMNER AVENUE. PER CSFB 2207. PARCEL NO. 003 HAS BEEN ELIMINATED FROM THIS PROJECT AND DOES NOT APPEAR IN THIS MAP. MAP 205/126-127 MLFP i %mijVERSIDE COUNTY TRANSPORTATION DEFARTf�1ENT RIGHTOF-WAY P�7AP 1NORCLODALE KRUD 11IA=q =111111111111 11 THE AVERAGE CONVERGENCE ANGLE FOR THIS PROJECT IS - 00-42-52. AT THE INTERSECTION OF CLOVERDALE RD. d HAMMER AVE. 7 =-00-42-52 SECTION 24 (NOT TO SCALE) " 1 ------------ W = I Z EMERY 9 1 -— — — — — — — — — — _--------- 1 ---/--- ----------------- w a a I I I �G�RR1� 4 1 I �EG,-`IERt`� � i I— — ----- t----r-�--1------- r--��---------- EMERtY C� EMERY i7 1 1 �MER`u' o -------------- I , I I I I I i��CR� `0 @MR @ IEE 6 19 I I JIL I 1 I i 1 I 1 I 1 I I I I 1 I 1 1 1 i I I I t I 1 1 VERDALE-- I I I I ----CLO---i-- AD------------ —--------- ----- �•-------I---4 CLOVERDALE---- --L r--- I-}•----•--•AVEt4tlE------------- -- - ------------- - CLOVERDALE-----r �----1---------�•--� i I ; 1 I I 1 1 � I I I 1 I I I 1 I I t 1 1 I I I I 1 I I--------- Wo a— 1 1 ----- _, c o o p 4 r---o--------1==-------------� —�-------- _j --------------Lo �� — a 2 it w 2 I U H Z ¢ I a 1 a 1 1 1 ca Law z l 1 I ci �1 zl 1 v t CLAR INSTRUMENT NUMBER ---FD. 2 1/2 " DIA. BRASS O 0 1 V `l LJ L! U L70 yVj 1 I CAP SET FL.IN CONCRETE 1 I 1 1 1 N 2350598.473 E 6120072.003 1 BRIDGE DECK STAMPED "CALIF. 0320-004A 1 1 0320-M DEPT. OF TRANSPORTATION" 0320-006 0320-WTA PER RIVERSIDE COUNTY SURVEY 0320 -MA ry 93� •` MAP 205/126-127 CRFP 5 0320-0108 ' � N 2322763.737 E 6304246.238 Lu Lu 39s i *%Oro. z 1 �' �8A�9 uj a I eS • �U 0 w , SCALE: 1'400' CLOVERDALE ROAD I 1127.05 _ '.` I. 2488.39' 89-39-38 W I '` �/ I LIMONITE N 89-39-38 W I _N —_—_-------- AVENUE _ v ----- - - � ' W ( , F0. 2' BRASS CAP FL. SET--=• i IN CONCRETE. STAMPED 'CALIF. �3. 0?2 (--- FD. t' IRON ; I PIPE. CONC. DEPT. OF TRANSPORTATION. S8� FILLED, WITH TACK, NO TAG.0.4'. C/L LIMONITE 1013+33.01 E.C.' PER CSFB 2207. PER RIVERSIDE COUNTY SURVEY SUR. N0. 6269 MAP 205/126-127 MLFP IIIII (� c�, 8 ((� © M �j (� (j 2279467.311 L :i • U" • • `V1 U V U u9 O 1 �, E 6237668.665 SECTION 24 (NOT TO SCALE) " 1 ------------ W = I Z EMERY 9 1 -— — — — — — — — — — _--------- 1 ---/--- ----------------- w a a I I I �G�RR1� 4 1 I �EG,-`IERt`� � i I— — ----- t----r-�--1------- r--��---------- EMERtY C� EMERY i7 1 1 �MER`u' o -------------- I , I I I I I i��CR� `0 @MR @ IEE 6 19 I I JIL I 1 I i 1 I 1 I 1 I I I I 1 I 1 1 1 i I I I t I 1 1 VERDALE-- I I I I ----CLO---i-- AD------------ —--------- ----- �•-------I---4 CLOVERDALE---- --L r--- I-}•----•--•AVEt4tlE------------- -- - ------------- - CLOVERDALE-----r �----1---------�•--� i I ; 1 I I 1 1 � I I I 1 I I I 1 I I t 1 1 I I I I 1 I I--------- Wo a— 1 1 ----- _, c o o p 4 r---o--------1==-------------� —�-------- _j --------------Lo �� — a 2 it w 2 I U H Z ¢ I a 1 a 1 1 1 ca Law z l 1 I ci �1 zl 1 v t JI INSTRUMENT NUMBER DATE O 0 1 V `l LJ L! U L70 yVj 1 I V11 1 I 1 1 1 1 1 1 0320-004A 1 1 VICINITY MAP INDEX HEET MAP COUNTY OF RIVERSIDE (� No, 5705 TRANSPORTATION DEPARTMENT x i *f GEORGE A_ X*WSON, DIRECTOR \ Exp 9-34-03 COUNTY SURVEYOR DI ISM MARK S BERNAS COUNTY SURVEY 1p Gta„ APPROVED-� t,`'"r/t i—ty,, DATE: 4- 9- 2 so 3 PaQCDEL REC"ORDONON DATA PARCEL NUMBER INSTRUMENT NUMBER DATE 0320-001A 0320-W I B 0320-001C 0320 -MA 0320-004A 0320-M 0320-006 0320-WTA 0320 -MA 0320-009A 0320-OIOA 0320-0108 IN THE COUNTY OF RIVERSIDE. STATE OF CALIFORNIA IN I QCOInI`��OC � n1 L -"u CQG� PRDIECT: CLOVERDALE ROAD LIMITS: ARCHIBALD AVENUE TO HAMNER AVENUE VICHTY: SEC'S. 19 d 30. TOWNSHIP 2 SOUTH, RANGE 6 WEST, S.B.M. SEC'S. 23. 24. 25 d 26. TOWNSHIP 2 SOUTH. RANGE 7 WEST. S.B.M. 1 i v) SECTION 19 tl • 2.809 H• V Ul/ e 9 s o B atlllll �GziER`u' ---------------I EMERY W@ i i I I i I I -•�-_ — L SECT ION L_INf _ _ _ 1 I I 1 I I L -----------------I SECTION 34 REVISIONS 4DATE TED BY: D. DOERS ARED BY: D. DUDA / D. DOERS CKED BY: K. TEICH K ORDER NO_: A5-0267 D BOOK NO.: 2210 SURVEY NO.: 6287 E: JANUARY, 2003 MK, DESCRIPTIONS INITIALE: I* = 400' SHEET SHEETS THE AVERAGE CONVERGENCE WAE FOR THIS PROJECT FD. 2' IRON PIPE, CONCRETE FILLED. WITH 16d NAIL. NO TAG, ON 0.2, FOR IS - 00-42-52. AT THE CLOSING CORNER ON WEST LINE OF SECTION 23 AND THE 1913 JURUPA RANCHO INTERSECTHAWER AVEERDALE COMPROMISE LINE PER CSFB 944+ PG 323 AND CSTB 97/189 Ro. Ar w 7 =-00-42-52 .11 T FD. 1' IRON PIPE, WITH PK NAIL. (N 69-33-58 E - 35.60' R6) NO TAG, ON 0.5' PER PER RS 52/30 N 69-24-39 E - 35.60' FOR C/L INT. SUMNER AVE AND THE CO. LINE 1 0CNC - '. l ' (112.84' R4) N. T. S. FD. RAILROAD SPIKE WITH CUT X ON TOP. � P4�� pR�Z g2•�g QA) m 112.80' ON. 0.3' . PER CSFB 949. PG 323 AND +luuc4[,=.]OL'� MEN W SpN CIL iq.29 E g2•g9 t "N.' (N 89-53-44 E 1319.75' Rt 5 ) 1200 1 10 6o 21 Ni ( C� :N _ _N_89 -20-_50_W_ !_31_9.78' In CSTB 97/184 � 9y•6�' IN 689 R� 6C� N "' �,'._ _1!4 Cit SEC 23/24 - - - - pVE• / 3h� •3y,6t) w?I,�--SECTION LINE 1 1 pR StyalgN 9' lie F D 2' IRON PIPE WITH TH TAG LS 2529 ON 0.6' '"+ "1 'a. N �i6• 1q' 800 oci LS•2529, F 20 FLLUSHPEFORAEAST 1 0l "' 1Ni' 2� 886.8 $ 1 N 6 WITH 1' IRON PIPE, TAGGED RCE 9876. ON 0.8 °° o _ 1 a+ „ ip CI -Sy * 6 FD. t IRON PIPE+ WITH PK NAIL. 1 1/4 CORNER SECTION 24 PER M 68 69 gA'29 NO TAG. ON 0.5' PER PER RS 52/30 FOR THE NORTHEAST CORNER PARCEL 2 PER RS 52/30 RS 53/30 c 1i McTaUL W o W l �40 % AND RS 57!61. MONUMENT LIES S 00-39-42 W. 0.23' = I (N . T . S . N.T.S. 1 Ilk OF INTERSECTION WITH E -W CENTER SECTION LINE I - I l 400 (N 89-21-22 W 2639.02' 116) (N 89-23-14 w 2639.93' R6) 1.. ---SECTION LINE N 89-20-50 w 2638.83' N 89-23-29_w_ 2639.74' 1 300 -f- - - - - - - - --- - - -----,711319.75' ;, -,-1 FD. 1 1/4' IRON PIPE WITH RIVERSIDE SCALE:T'� 400' VAN �♦ N 89-20-50 W 1319.78 1 659.53659.52 1319.87 (1319.97 116) 1319.87 (1319.96 R6t%WIw ^ COUNTY SURVEYOR TAG+ DN. 1.8'. PER 200 69 (N 89-53-44 E 1319.75' R16) (659.87' R9.88' R16) 1 , FD. 1' IRON PIPE wITH TAG LS 2386. �/ 8. I DN 0.6'. ACCEPTED AS EAST 1/4 C2NER IL;cm � ¢ CSFB 2008. S-4643+ AND RS 52/30. Y � ql� 65� ¢ql 6� x,31 w I FD• 2' IRON PIPE. TAGGEO I N 89-20319.05`SEARCHED. FD. NOTHING. 1 ' SECTION 24 PER RS 57/61 iO w N 00-46-27 E. 0.34' OF INTERSECTION 0 qq. R ,2192' jg5.6 ( LS 2529. FLUSH. FO1 EAST 1 (N 89-53-R/6t I THIS POINT ESTABLISHED BY5,9-- N 69-44-29 E - 64.32' I0 0.� 1/4 CORNER SECTION 24 PER ( 'a1 h5 E 219 0 �� RS 52/30 1 I z l LEAST SQUARES METHOD FROM m tN 69-42-59 E - 64.47' RG) Io a e _ PT is 136. 152 d 248 ON R1V. m C/L ARCH 1 BALD AVE. a l z lti 68h9 �ql I w 1 °' I I I COUNTY RAMP NAP 2 ti 3 S- 7W 1 z I m 0 v+ z 136 ` q�3 • I n �(] n (� m (�(�(�� I I N I l m °MONT�{� °°�°iW 11 X619.23 1.91 t W Q V W ©L5 a, j N O l�J U�1 11 I I I I o N ''(� .08 T` �q 1 o mMI D l I ul) NI C.) w (N. T. S. 69-q" 1 1r, �� `al QIn 1 ' ( IN 1 l e 9 .9 �� o . e . ml I,'; �I o;► `nlu, SECTION LINE-` q6' ( FD 1' IRON PIPE. ON 0.4'. 1 Q �NI'o MI I„ nl NI IM 5619• ( WITH 60d NAIL, NO TAG, MI ,_ to NI I� ool 1 to gq�29 q, - I INTERSECTION PER 0.40' RS /30 '� v l N W (o I I n1 1 I z► I ,ono N a 1g. (i I Z d M6 326/5-12 c C4 I U W w in 1 z 1 l z__ V� LI ©H 11 cel 86. ^n;la n1, -II w 1 c" IF la; �� `V' ��IOl1V l�� I '. LLJ I X28 ,,, I> a' M o+ N I I I w ' 6.81' ell 1, U Mol;,, �I I , 1 MI Im = �� W. LINE. E. 1/2.--' 1 o w W MI la' ; CI; mnl a. . Z DD C Imo( 4L%0� 1 V t1 0 11 �l (z uj SEC. 23 ( I 39,01 ' a •1�♦ WIO rr0 I pzltto Z dl (pO cpl M1 I.MO> tl s �NJ.9 �• ��a9 �•� •IlVtle An WQW v ( • wol. Inm11 W z 1N > zl Iz to $) IN Q t �n1�1lY oMll u 1 Q 1 I NI zl ;W ol= o01I w LLI 1.n 1 1 I J o o l FD. 1' IRON PIPE. WITH TAG z z 1� U I'o Z I I Icn o z I� (ILLEGIBLE). ON 2.0'. IN 11 M ( 1 0+l SEARCHED AND FD. NOTHING. 1 i"i = �• - !,'-- C/L ARCH I BALD AVENUE z u CAPPED WELL. FOR SOUTH v4 1 0 ' (735.49' R61 } .. ( I, , ( o to 1 I ri' 1 SET 2 X 2 HUB WITH TACK. o 735.57' t'' FD. 1 1/4' SQUARE TOPPED IRON PIPE WITH TAG MUD. 'RIVERSIDE I CORNER TO SECTION 23 PER 11' z o ON 0.3'. PER CSCR 94/160 FOR ( i Z FD. FLARED IRON PIPE WITH PLASTIC N 00-46-27 E 1 COUNTY SURVEYOR', ON 1.4'+ 1N CAPPED WELL, FOR NORTHWEST CORNER ( RS 62/39. CSCR 94/101. AND (� FD. R.R. SPIKE ON 0.4' (N 89-54-00 E 2638.40' R16I zi FOR SOUTH 1/4 CORNER SECTION 24 I V PLUG. ILLEGIBLE. DN 1.8'. IN CAPPED (N 00-46-48 E 116) 1 SECTION 26+ PER CSFB 944+ PG 329 AND CSTB 97/188 ( CSCR 98/31 1� W/ PUNCH NARK. 1 - tN 89-21-43 W 1 2638.59' R61 1 - 1 WELL+ ACCEPTED AS SECTION CORNER 1 - N 89-21-21 W 1 2638.62'- ( 1 I 1 PER MB 275/11-18 AND RS 52/30 I ' N 89-21-40 W 2639.37' I t+' 89-21-43 W 2639.34' R6) I 1 (N 89-21-57 W 2639.15' R6) I (N 89-21-28 W 2640.45' R6) 1 (659.60 R161 1 (659.60 R/61 I N 89-21-49 W 2639.22' SECT0Ni.1NE ( _ N 89-21-03 W l 2640.96' ' SECTION LINE _ 659.69' 659.62' 1319.69' (1319.67' R6) 1319.68' (1319.67' R6) SECTION LINE _ ------.-------------------- - - - - - - - - - - - - - - - ------_- ----------- - 13t9.60 t 1319.57 R61 ( 1319.61 (1319 -LA R6) 1 - 1320.48 (1320.42 R1) --- 1 i --- 1320.46 (1320.41 Rt) --- 1 ---- t3t9t'v319 20 � R16) R6) --- --- 1314• t 1319 209 R 61 R61 f � - i - -- C/L CLOVERDALE ROAD ,,,kn , ^ --'� C/L CLOVERDALE ROAD ----- --I ^ (' p to FD FD PK NAIL FLUSH IN PAVEMANT PATCH WITH t' TIES �= J ZI_ �I� Q ImACCEPTED AS NORTHEAST CORNER SECTION 26, ALL TIES _ Z c3 w o FROM CSTB 94/75 DESTROYED " i y a Q W it io I W I i -c Oil 1rIQ o IIn� 1� 1� 1uj ":.-a_+II Y (d1 3j o� ENO ooh Q X11 Ir; W 10! cc Qa M1� (Wil 1� "�11t� W .- z',,,� W, 11 ^ I,',, W I SIIn N M M Q26 Go ;a n m. 1� I� In 1 o!uj a p z 4 _ m N I a' "' I N ;n (n I FD. 1 1 /2' IRON PIPE .n M M 11 W I o l a z J N V l 0 0 a+ ,-, - SECTION LINE---. z 1 I_ M I tY 1 TAGGED LS 4055. �( 0.4 . 1 c 1 U a+ 1' w c 1 `- ' o V- m 1 0 = rnn N ,°.�' „°',, FOR 1/16 CORNER PER o N m~ I W I co m oW. o V, 1 ( Q co m l z I J N ( Z , a; 1n 1 m N 1 J a -___j z cr o I 1 = N N 1 RS 62/39 AND CSTB 98/30 z� l� ( W m i l W 1= � 1� '- (�(� Q ? -------N 89-21_38 W --- --- 2639_77'--------- - - - - - - - N 89_21-11 If c> 2640.63----------- �O 1 1319.88' w l 1319.89' w W 1320.30' ' 1320.33' 1 U M 1 N) J O 1 I 1++p1 N JIco B MI n c I z I. 01 � O g z I rC�j FD. 1 1 /4' GALV. P 1 PE. i' o' o ��Im z1 [S 00 W/TAG LS 4055. DN. 1.2' c z 1`- m H n .. 1 a' PER RS 62!39 - W I o+ 0 1-- ^- la' Irn SIV 1 Q z I o / U Q� ( j I ate•, I M / ea�ao I ..6`-` / I (N 89-21-35 W j 2640.23' R6) 411, _ _ _N 89-21-19 w 2640.31' - ---------- - - - - - - - - - - - - 1320.16' (1320.12' R6) 1320.15' (1320.11' RG �.►II FD. 1 1/4' IRON PIPE WITH RIVERSIDE COUNTY Nib SURVEYOR PLASTIC PLUG. ON 1.6'. FOR EAST 1/4 CORNIER SECTION 26 PER RS 62/39 AND I CSTB 94/74 FD. 1' IRON PIPE TAGGED LS 4055. FLUSH. FOR CENTER SECTION 26 PER RS 62/34 AND CSTB 98/29 FD. RAILROAD SPIKE WITH PUNCH MARK. IN LIEU OF 3/16' DIA. ROD PER RS 62/39. FLUSH- 0.14' NORTH AND 0.05' WEST OF IRON PIPE. SPIKE NOT ACCEPTED. If�N�AAV CO�NTAOL M Q I W in N.T.S. M 1 V W 1 �� U u O I a a cl o I � ---C/L OAKDALE STREET ----- W W u'lo MIc r, W N'nlq 1, o � zI FD 1' IRON PIPE, WITH PLASTIC PLUG co li z1 m FD. PK NAIL WITH RIVERSIDE 1 MARKED LS 5524, FOR C/L INTERSECTION to rrnn o o l� ;"Ln COUNTY SURVEYOR TAG+ FLUSH, 1 OF HAMNER AVENUE WITH OAKDALE STREET z l; 19 OVER 1 1/2' COPPERCLAD MIDI.. PER MB 275/11-18 � z ON. 0.5'+ MKD. 'C/L CONST' I v la: 1 5 - \ V d 1PER CSFB 944. PG 329 CST BB l c, 1 97/186 -00,- 1 --------- - N 89-21-19 W 1320.16' tN 89-21-35 W 11320.12' R6) FD. 60d NAIL W/RIVERSIDE COUNTY SURVEYOR TAG+ FLUSH. OVER t' SOUARE TOPPED IRON PIPE IN CAPPED WELLe ON. 0.5', FOR WEST 1/4 CORNER SECTION 26+ PER CSFB 944, PG 329 d CSTB 97/186 MMUL L NUN U5 (UNG.=TJ T. S. ) ate, S�LJRVEYDR'S N�DTES: • INDICATES FOUND MONIA(ENT AS NOTED. CSFB INDICATES COUNTY SURVEYOR FIELD BOOK. CSTB INDICATES COUNTY SURVEYOR TIE BOOR. CSCR INDICATES COUNTY SURVEYOR CORNER RECORD. (119) INDICATES RECORD DATA AS NOTED BELOW R1 RS 52/30 R7 INST.NO. 25215, REC. 01-15-2002. R2 RS 62/39 R8 INST.NO. 48701. REC. 01-29-2002. R3 MB 310/82-89 R9 INST.NO. 48698. REC. 01-29-2002. R4 MB 326/5-12 RIO INST.NO. 532997. REC. 10-30-2001. R5 PM 198/74-76 R11 INST.NO. 48697, REG 01-29-2002. R6 RIVERSIDE COUNTY R12 INST.NO. 48646, REC. 01-29-2002. SURVEY MAP. R13 CALTRANS MONUMENTATION MAP NO. 2 d 3S- 7W 453701 (RIV.CO. MAP 205/1261. R14 RIV.CO. MAP 925-U. R15 MB 275/11-18. R16 RS 57/61 R17 MB 327/11-15 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS 83. ZONE 6. BASED LOCALLY ON GPS STATIONS 'CLAR". 'CRFP" AND 'MLFP'. EPOCH 2000.35. NOTES: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION FACTOR OF 1.000009610, DERIVED AT THE INTERSECTION OF CLOVERDALE ROAD AND HAMMER AVENUE. PARCEL NO. 003 HAS BEEN ELIMINATED FROM THIS PROJECT AND DOES NOT APPEAR IN THIS MAP. MEW 1411ow F0. RAILROAD SPIKE WITH CUT 'X' ON TOP. DN. 0.3'. PER CSFB 949, PG 323 AND CSTB 97/189 FD. 2' IRON PIPE, CONCRETE FILLED - WITH 16d NAIL. NO TAG. ON 0.2, FOR CLOSING CORER ON WEST LINE OF SECTION 23 AND THE 1913 JURUPA RANCHO COMPROMISE LiNE PER CSFB 944. PG 323 AND CSTB 97/189 + n i W Q 1,�NE Com. 1a `1`t 1p C1,OS 5619`A6, 6� .a 69'AA�266 cvotcA eti 3 Ifoci i FD. 1 i/4' [RON PIPE WITH RIVERSIDE /•nlrerTV f..nuvvM v �.. 1 CSFB 2008. S-4643. AND RS 52/30. 1 N 00-46-27 E. 0.34' OF INTERSECTION � 1 I 1 � 1 I 1 N 69-44-29 E - 64.32' .. I - 12.00' iN 69-42-59 E - 64.47' R6) it N 89-13-33 W C/L ARCHiBALO AVE. 1 P�Ei_ ti 366 SO.FT. �+ 0.008 AC. rnI ti .o u;gM a _ t9) 0 66.335 SOFT. 1.523 AC. n 347.02' N 89-21-49 W N'LY R/W LINE CLOVERDALE RD (N. T. S. ) N.T.S. I FD. 1 i/4' SOUARE TOPPED IRON PIPE WITH TAG MKD. 'RIVERSIDE COUNTY SURVEYOR'. ON 1.4', IN CAPPED WELL, FOR NORTHWEST SECTION 26. PER CSFB 944. PG 329 AND CSTB 97/188 WJ (N. T. S. ) In If U; U; In ti Ir- C/L CONSTRUCTION C/L R/W 11 PER CSFB 944. PG. 329 2' 1 30' R/W GRANTED TO COUNTY PER OR 832/276-278, 5-7-1947 I r. II 60' d Iz 1 rv. I IMA rlrL IAb1jLU LS 4Ubb, FLUSH. FOR a J i '< CENTER SECTION 26 PER RS 62/39 AND CSFB INDICATES COUNTY SURVEYOR FIELD BOOK. �W it 1 CSTB INDICATES COUNTY SURVEYOR TIE BOOK. o1r- �o CSCR INDICATES COUNTY SURVEYOR CORNER RECORD. aD 3/16' DIA. ROD PER RS 62/39. FLUSH, W Go N I;1 SIN o+. -I WIx Rt RS 52/30 R7 INST.NO. 25215+ REC. 01-15-2002. ^ M I ,n t N.T.S. 1 T, Z�'�I W Wic ,„'1'� I in Ln $ R5 PM 198/74-76 Rtt INST.NO. 48697. REC. 01-29-2002. m`M"�= v a' FD. PK NAIL WITH RIVERSIDE $ 810: COUNTY SURVEYOR TAG. FLUSH, z z 13 1 v OVER 1 1/2' CO'PERCLAD MON., " I ` ON. 0.5` + MKD. 'C/L CST' I J �cj PER CSFB 944. PG 329 3 CSTB I 1 97/186 - 2-00. 1 R17 MB 327/11-15 N 84-21-19 W 2640.31' - - - IN 89-21-35 W 2640.23' R6) FD. 60d NAIL W/RIVERSIDE COUNTY SURVEYOR TAG. FLUSH. OVER 1' Std€ TOPPED IRON PIPE IN CAPPED WELL, ON. 0.5', FOR WEST 1/4 CSR SECTION 26. PER CSFB 944, PG 329 3 CSTB 97/186 WJ (N. T. S. ) In If U; U; In ti Ir- C/L CONSTRUCTION C/L R/W 11 PER CSFB 944. PG. 329 2' 1 30' R/W GRANTED TO COUNTY PER OR 832/276-278, 5-7-1947 I r. II 60' d Cy> ? ij ♦� cn v N 89-21-49 W2579.13' TO INT. W'LY R/W HARRISON AVE. N N T; tA Q co M $ in N 0 6 -0-001 66.335 SO.FT. / 1.523 AC. / N 89-21-49 W 347.02' I CI SECTION 23 !! a GS CSI e 9 W e (! l%l% e 9 `,V- e o• IA'N e APN 134-040-010 INST.NO. 2529, REC. 01-05-1993 N 88-06-05 W 136.18' THE AVERAGE CONVERGENCE ANGLE FOR THIS PROJECT iS - OB -42-52. AT THE INTERSECTION OF CLOYENBAIE R.D. d R A 7 =-00-42-52 SCALE: Y' 40' 160 120 40 30 20 iD 0 N 89-21-49 W 30^touj NOTE a° rv. I IMA rlrL IAb1jLU LS 4Ubb, FLUSH. FOR BEARING DISTANCE • INDICATES FOUND MONUMENT AS NOTED. CENTER SECTION 26 PER RS 62/39 AND CSFB INDICATES COUNTY SURVEYOR FIELD BOOK. �W it ■I, ` CSTB INDICATES COUNTY SURVEYOR TIE BOOK. iN LIEU OF W"'�30' CSCR INDICATES COUNTY SURVEYOR CORNER RECORD. �� 3/16' DIA. ROD PER RS 62/39. FLUSH, W Go N I;1 t° ' Q % 366 SO.FT. Rt RS 52/30 R7 INST.NO. 25215+ REC. 01-15-2002. Q�I o O. DDB AC. Z �01� Z�'�I - N 89-21-19 W R-6- tN 89-2i -35- W- ) -- Cy> ? ij ♦� cn v N 89-21-49 W2579.13' TO INT. W'LY R/W HARRISON AVE. N N T; tA Q co M $ in N 0 6 -0-001 66.335 SO.FT. / 1.523 AC. / N 89-21-49 W 347.02' I CI SECTION 23 !! a GS CSI e 9 W e (! l%l% e 9 `,V- e o• IA'N e APN 134-040-010 INST.NO. 2529, REC. 01-05-1993 N 88-06-05 W 136.18' THE AVERAGE CONVERGENCE ANGLE FOR THIS PROJECT iS - OB -42-52. AT THE INTERSECTION OF CLOYENBAIE R.D. d R A 7 =-00-42-52 SCALE: Y' 40' 160 120 40 30 20 iD 0 N 89-21-49 W 1269.08' TO R/W ANG. PT. In IN 89-21-57 W `. 2639.15' R61 ' N 89-21-49 W69.82 ' 2639.22' TO C/L INT. HARRISON AVE. - Zn b C/L---------------- - - - - -- " - �,- -- - - - - - - C/L-,---------- -- - --- �+ SECTION Ltd --------------------o----------------------------- --.98- - ; o M CLOVERDALE ^ C/L -------- '' -N 89-21-49 W 1319.61' TO NW`.COR NE i/4. NW 1/4 SEC. 26- o ROAD L- - ' _ M a, I ---,- IIN ---N 89-21-49 W - 11.08' o --------------------.--------------•-- - -�" ---------------- II ev r --------------- N 89-21-49 W �; o - - - - J i� N 1 1 945.55 N II 316 S v - z"" I PARCEL OFT. r ---i- 0CD ------ _ - o2s7-o02 0.007 AC.' m r ; n. 55' to. R 4 2 N 45-39-35 E- 48.16' '; 11 4A° I =="- 60' R/W GRANTED TO COUNTY PER OR 1033/66. 12-7-1948 Ao `t A to 1 N ;-r-- 50' R/W GRANTED TO COUNTY PER INST.NO. 36475. REC. 3-11-1965 =�--- R/W EASEMENT GRANTED TO COUNTY PER INST.NO. 12i827. REC. 5-27-1986en v •' N 1 a xI� . WWI , , ' 5 I 'w �11 . --.�-- R/W EASEMENT GRANTED TO COUNTY PER INST.NO. 121827. REC. 5-27-1986 APN 134-050-010 Q oM 'j 1 INST.NO. 85314, REC. 04-15-1986 00 Z a ((L -- 55' I RT � L= `V � � O 11 V L'- @ 4 I I 1 85, � 11 r "i U e (� a 9 �li� a f1 V 1J a 9 e lJ a LI�7t1 30` 1,', 50' ( $ „ 1 z u MEASURED --- NOTE a° rv. I IMA rlrL IAb1jLU LS 4Ubb, FLUSH. FOR BEARING DISTANCE • INDICATES FOUND MONUMENT AS NOTED. CENTER SECTION 26 PER RS 62/39 AND CSFB INDICATES COUNTY SURVEYOR FIELD BOOK. ■I, ` CSTB INDICATES COUNTY SURVEYOR TIE BOOK. iN LIEU OF 40#�� CSCR INDICATES COUNTY SURVEYOR CORNER RECORD. �� 3/16' DIA. ROD PER RS 62/39. FLUSH, (NX) INDICATES RECORD DATA AS NOTED BELOW j; Rt RS 52/30 R7 INST.NO. 25215+ REC. 01-15-2002. NOT ACCEPTED. R2 RS 62/39 RB INST.NO. 48701, REC. 01-29-2002. R3 MB 310/82-89 R9 INST.NO. 48698, REC. 01-29-2002. - N 89-21-19 W R-6- tN 89-2i -35- W- ) -- R4 MB 326/5-12 RIO iNST.NO. 532997. REC. 10-30-2001. % � R5 PM 198/74-76 Rtt INST.NO. 48697. REC. 01-29-2002. R6 RIVERSIDE COUNTY R12 INST.NO. 48696, REC. 01-29-2002. SURVEY MAP, R13 CALTRANS MONUMENTATiON MAP NO. 2 3 3S - 7W 453701 (RIV.CO. MAP 205/126). Rio RiV.CO. MAP 925-0. R15 MB 275/11-18. Rib RS 57/61 R17 MB 327/11-15 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS 83+ ZONE 6, BASED LOCALLY ON GPS STATIONS 'CLAR'. 'CRFP' AND ')LFP'. EPOCH 2000.35. NOTES: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION FACTOR OF 1.000009610. DERIVED AT THE INTERSECTION OF CLOVERDALE ROAD AND HAMNER AVENUE. PARCEL NO. 003 HAS BEEN ELIMINATED FROM THIS PROJECT AND DOES NOT APPEAR IN THIS MAP. 1269.08' TO R/W ANG. PT. In IN 89-21-57 W `. 2639.15' R61 ' N 89-21-49 W69.82 ' 2639.22' TO C/L INT. HARRISON AVE. - Zn b C/L---------------- - - - - -- " - �,- -- - - - - - - C/L-,---------- -- - --- �+ SECTION Ltd --------------------o----------------------------- --.98- - ; o M CLOVERDALE ^ C/L -------- '' -N 89-21-49 W 1319.61' TO NW`.COR NE i/4. NW 1/4 SEC. 26- o ROAD L- - ' _ M a, I ---,- IIN ---N 89-21-49 W - 11.08' o --------------------.--------------•-- - -�" ---------------- II ev r --------------- N 89-21-49 W �; o - - - - J i� N 1 1 945.55 N II 316 S v - z"" I PARCEL OFT. r ---i- 0CD ------ _ - o2s7-o02 0.007 AC.' m r ; n. 55' to. R 4 2 N 45-39-35 E- 48.16' '; 11 4A° I =="- 60' R/W GRANTED TO COUNTY PER OR 1033/66. 12-7-1948 Ao `t A to 1 N ;-r-- 50' R/W GRANTED TO COUNTY PER INST.NO. 36475. REC. 3-11-1965 =�--- R/W EASEMENT GRANTED TO COUNTY PER INST.NO. 12i827. REC. 5-27-1986en v •' N 1 a xI� . WWI , , ' 5 I 'w �11 . --.�-- R/W EASEMENT GRANTED TO COUNTY PER INST.NO. 121827. REC. 5-27-1986 APN 134-050-010 Q oM 'j 1 INST.NO. 85314, REC. 04-15-1986 00 Z a ((L -- 55' I RT � L= `V � � O 11 V L'- @ 4 I I 1 85, � 11 r "i U e (� a 9 �li� a f1 V 1J a 9 e lJ a LI�7t1 30` 1,', 50' ( $ „ 1 z u COUNTY OF RIVERS TRANSPORTATION DEPARTMENT GEORGE A. JOHNSON, DIRECTOR IN THE COUNTY OF RIVERS, STATE OF CALIFORNIA �vMLA-\p PROJECT: CLOVERDALE ROAD LIMITS: ARCHIBALD AVENUE TO HAMMER AVENUE VICINITY: SEC'S. 19 d 30. TOWNSHIP 2 SOUTH. RANGE 6 WEST. S.B.M. SEC'S. 23. 24. 25 d 26. TOWNSHIP 2 SOUTH. RANGE 7 WEST. S.B.M. --- LINE DATA --- MEASURED --- --- RECORD --- rv. I IMA rlrL IAb1jLU LS 4Ubb, FLUSH. FOR BEARING DISTANCE ii CENTER SECTION 26 PER RS 62/39 AND CSTB 98/29 ■I, ` FD. RAILROAD SPIKE WiTH PUNCH MARK. iN LIEU OF 40#�� 3/16' DIA. ROD PER RS 62/39. FLUSH, 0.14' NORTH j; AND 0.05' WEST OF IRON PIPE. SPIKE NOT ACCEPTED. --- - - --.-3i -2-64-0.-23- ♦ - N 89-21-19 W R-6- tN 89-2i -35- W- ) -- % � CN**`MWOETER SECTION 26 COUNTY OF RIVERS TRANSPORTATION DEPARTMENT GEORGE A. JOHNSON, DIRECTOR IN THE COUNTY OF RIVERS, STATE OF CALIFORNIA �vMLA-\p PROJECT: CLOVERDALE ROAD LIMITS: ARCHIBALD AVENUE TO HAMMER AVENUE VICINITY: SEC'S. 19 d 30. TOWNSHIP 2 SOUTH. RANGE 6 WEST. S.B.M. SEC'S. 23. 24. 25 d 26. TOWNSHIP 2 SOUTH. RANGE 7 WEST. S.B.M. --- LINE DATA --- MEASURED --- --- RECORD --- NG DISTANCE BEARING DISTANCE >8 E 32.51' 15 E 11.05' REVISIONS DRAFTED BY: D. DOERS __fPREPA: D. RED BYDUDA / D. DOERS CHECKED BY: K. TE 1 CH WORK ORDER NO.: A3-0320 FIELD BOOK NO.: 2210 1 SURVEY NO.: 6287 DATE: JANUARY, 2003 �- DESCRIPTIONS NTIAL DATE SCALE: i • = qp' 928-P N. T. S. ' I I PARCEL ' CLOVERDALE 8.00' -M11* ---- C/L -_ ,�-- .0 - 41.98 --- ' -76.15' --- - 0267-001 0 INDICATES FOUND MONUMENT AS NOTED. N 89-22-51 W 80 SOFT. �' -TO HW COR. I CSTB INDICATES COUNTY SURVEYOR TIE BOOK. 0.002 AC. c o p�p c O o r - � 30' 1 30' C � O M ----- -- - - C/L - - - - - - - - - -- •- 0 0 • N R4 MB 326/5-12 1110 INST.NO. 532997, REC. 10-30-2001. z � z IV) ----- 8.00 N 89� w M4Q(M= ®9 n w (N. T. S. W'LY R/W LINE HARRISON AVE APN 134-040-010 INST.NO. 2529, REC. 01-05-1993 FO 1" IRON PIPE. ON 0.9'. WITH 60d NAIL, NO TAG, S 00-37-09W. 0.40' OF INTERSECTION PER RS 52/30 AND MB 326/5-12 C 23 C��SZ 2aitis6 a1` to Ct'p � N86 � 52g 2 V V Ir� O [M 2 �l W 0 11 o LSV o 9 t1U o (1 � 0 9 � o � ot1V110 °j 0 30' R/W GRANTED TO COUNTY PER OR 3352/160. 3-26-1963 ---_; Z @1111 M l(L%& waw - - S.P AR ` 0 677--001 1� �N r 80 SOFT. 121gZT92'�•,Z9 Ea6� ON i ' CLOVERDALE @mv1@v9w@ f It Cm@o -M11* ---- C/L -_ ,�-- .0 - 41.98 --- ' -76.15' --- - I 0 INDICATES FOUND MONUMENT AS NOTED. I I � �' -TO HW COR. I CSTB INDICATES COUNTY SURVEYOR TIE BOOK. Z' w p�p (R#) INDICATES RECORD DATA AS NOTED BELOW � I LINE: E 1/2. � 30' 1 30' W c I ' ----- -- - - C/L - - - - - - - - - -- L1 M N 1 • N R4 MB 326/5-12 1110 INST.NO. 532997, REC. 10-30-2001. c r- ,- R5 PM 198/74-76 Rll INST.NO. 48697. REC. 01-29-2002. +n R6 RIVERSIDE COUNTY R12 INST.NO. 48696, REC. 01-29-2002. W,� Las 'nc-60' N 89-21-03 W 1295.48' TO 2 & 3S - 7W 453701 (RIV.CO. MAP 205/126). po11 0.002 AC. ppb 0267-001 LJ 66.335 SOFT. 1.523 AC. ; N 45-38-48 E - 52.31' 8, 7 11 60' R/MI GRANTED TO COUNTY PER OR 1033/66. 12-7-1948 ,� 30'� Slow + + M La cn TO R/W ANG. PT. N 89-20-08 E 660.77' N 89-21-49 W c m i + m f.- m 30 1 89.52' M - -- + !- C. I - - + 30' R/W GRANTED TO COUNTY PER OR 3352/217. 3-26-1963 l PARCEL �- 0267-01 252 SO.FT. 0.006 AC. N 89-22-51 W - 9.00' N 00-37-09 E - 28.00' SFO. 1' IRON PIPE. WITH TAG (ILLEGIBLE). ON 2.0', IN CAPPED WELL, FOR SOUTH 1/4 CORNER SECTION 23 PER RS 62/39, CSCR 94/101, AND CSCR 98/31 N 44-21-04 W - 16.99' THE AVERAGE CONVERGENCE ANGLE FOR THIS PROJECT IS - 00-42-52. AT THE INTERSECTION OF CLOVERDALE RD. A HAMER AVE. 7 =-00-42-52 SCALE: Y�'' - 40' I APN 134-040-006 INST.NO. 55258. REC. 06-22-1960 Q267010A -1 37.496 SFT. , O 0.861 AC. 1 1 N 89-21-03 W 1278.49' TO INT. W'LY I R/W CEDAR CREEK RO. M 120 9N 40 30 20 10 0 TO INT. E'LY R/W ARCHIBALD AVE. N 89-21-49 W 2579.13' O e lJ N ww IN 89-21-57 W 2639.15' R6) (- - °- - - N 89-21-03 W 1290.49' TO INT. W'LY R/W CEDAR CREEK RD. (w TO C/L INT. ARCHIBALD AVE. N 89-21-49 W 2639.22' - n N 89-21-03 W 2640.960' IN 89-21-28 W 2640.95' R6) TO C!L INT. SUMMER AVE - - ----------- SECTION LINE in i - -N 89-21-03 W 1320 48' (N 89-54-25 ' ' CLOVERDALE @mv1@v9w@ f It Cm@o -M11* ---- C/L -_ ,�-- .0 - 41.98 --- ' -76.15' --- - - W 1320.42 RI ) TO IMT. ------------I-------------------C/L----------------------------------_-_--- 0 INDICATES FOUND MONUMENT AS NOTED. "� N CSFB INDICATES COUNTY SURVEYOR FIELD BOG(. �' -TO HW COR. HE 1/4. NW t/4 SEC. CSTB INDICATES COUNTY SURVEYOR TIE BOOK. 67.04 CSCR INDICATES COUNTY SURVEYOR CORNER RECORD. p�p (R#) INDICATES RECORD DATA AS NOTED BELOW TO INT. W. LINE: E 1/2. R1 RS 52/30 R7 INST.NO. 25215, REC. 01-15-2002. R2 RS 62/39 R8 INST.NO. 48701, REC. 01-29-2002. ----- -- - - C/L - - - - - - - - - -- L1 R3 MB 310/82-89 R9 INST.NO. 48698, REC. 01-29-2002. NW 1/4 R4 MB 326/5-12 1110 INST.NO. 532997, REC. 10-30-2001. I R5 PM 198/74-76 Rll INST.NO. 48697. REC. 01-29-2002. +n R6 RIVERSIDE COUNTY R12 INST.NO. 48696, REC. 01-29-2002. 31. DO' SURVEY MAP. R13 CALTRANS MONUMENTATION MAP NO. N 89-21-03 W 1295.48' TO 2 & 3S - 7W 453701 (RIV.CO. MAP 205/126). R14 RIV.CO. MAP 925-0. 1¢ I o R15 MB 275/11-18. 1,,_=--50' R16 RS 57/61 R17 MB 327/11-15 46' R/W GRANTED TO COUNTY PER-.--, BASIS OF BEARINGS: Y R/W GRANTED TO COUNTY PER BOOK NO. 267 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA TO COUNTY PER STATE PLANE COORDINATE SYSTEM, CCS 83, ZONE 6. BASED INST.NO. 428790, REC. 6-12-2003 ` LOCALLY ON GPS STATIONS "CLAR". "CRFP" AND "MLFP". EPOCH 2000.35. ; 4. 1 NOTES: '`•� - I� N ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION FACTOR OF ) N W g 1.000009610, DERIVED AT THE INTERSECTION OF CLOVERDALE ROAD AND HAMN€R AVENUE. PARCEL NO. 003 HAS BEEN ELIMINATED FROM THIS PROJECT AND z DOES NOT APPEAR IN THIS MAP. TO INT. E'LY R/W ARCHIBALD AVE. N 89-21-49 W 2579.13' O e lJ N ww IN 89-21-57 W 2639.15' R6) (- - °- - - N 89-21-03 W 1290.49' TO INT. W'LY R/W CEDAR CREEK RD. (w TO C/L INT. ARCHIBALD AVE. N 89-21-49 W 2639.22' - n N 89-21-03 W 2640.960' IN 89-21-28 W 2640.95' R6) TO C!L INT. SUMMER AVE - - ----------- SECTION LINE in i - -N 89-21-03 W 1320 48' (N 89-54-25 ' P -I W N 89-21-03 W ► N 88-31-08 E 699.38' TO R/W ANG. PT. t- 1 , I I i o+ - ! r 50.00' _'-- ' CLOVERDALE ------------------------------------- -M11* ---- C/L -_ ,�-- .0 - 41.98 --- ' -76.15' --- - - W 1320.42 RI ) TO IMT. ------------I-------------------C/L----------------------------------_-_--- S'LY PROLONGATION W'LY R/W CEDAR CREEK RD. - "� N �' -TO HW COR. HE 1/4. NW t/4 SEC. _ 76.15 26 N 89-21-49 W 1319.61 - - 67.04 p�p TO INT. W. LINE: E 1/2. - ' I ' SECTION ROAD SECTION LINE ----- -- - - C/L - - - - - - - - - -- L1 - _ NW 1/4 N 89-21-49 W 1294.62' I +n 31. DO' I I N 89-21-03 W 1295.48' TO INT. W'LY R/W CEDAR CREEK RD. N 44-22-14 W 1¢ I o o 1,,_=--50' Q 46' R/W GRANTED TO COUNTY PER-.--, ( I 1 I o I Y R/W GRANTED TO COUNTY PER BOOK NO. 267 OF DEED'"). PG. 18, 7-13-1908 TO COUNTY PER N I INST.NO. 428790, REC. 6-12-2003 ` ; @ 12U 1 at ; 4. 1 REC. 6-12-2003 '`•� - I� N P -I W N 89-21-03 W ► N 88-31-08 E 699.38' TO R/W ANG. PT. t- 1 , I I i o+ - ! r 50.00' _'-- F0. 1 1/2" IRON PIPE TAGGED LS 4055, ON 0.4'. FOR 1/16 CORNER PER RS 62/3! AND CSTB 98/30 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT - GEORGE A. JOHNSON, DIRECTOR APPROVED: DATE: - Lu 1 PARCEL 1 0267-005 � 35.663 SO FT. 0.819 AC. FD. 1" IRON PIPE TAGGED LS 4055. FLUSH. FOR CENTER SECTION 26 PER RS 62/39 AND CSTB 98/29 FD. RAILROAD SPIKE WITH PUNCH MARK, IN LIEU OF 3/16" DIA. ROD PER RS 62/39, FLUSH. 0.14' NORTH AND 0.05' WEST OF IRON PIPE. SPIKE NOT ACCEPTED. �cCT10N 26 IN THE COUNTY OF RIVERSKE,STATE OF CALFORNIA R0 CF -07 c=,P[ ©%VL uV MLQ[ P D mmommu� 11111 PROJECT: CLOVERDALE ROAD LIMITS: ARCHIBALD AVENUE TO HAMNER AVENUE VICINITY: SEC'S. 19 & 30. TOWNSHIP 2 SOUTH, RANGE 6 HEST. S.B.M. SEC'S. 23. 24. 25 3 26. TOWNSHIP 2 SOUTH. RANGE 7 WEST. S.B.Y. APN 134-060-001 INST.NO. 207936, REC. 05-31-2000 REVISIONS GRAFTED BY: D. DOERS PREPARED BY: D. DUDA / EDOERSCHECKED BY: K. TEICHWORK ORDER NO.: A3-032FIELD BOOK NO.: 2210 SURVEDATE: JANUARY. 2 W. DESCRIPTIONS NTIAL DATE SCALE: 1 " = 40' cHFET �HFETS TO R/W ANG. PT N 89-21-49 W 1243.45' I 31. DO' ^ N 44-22-14 W 1¢ I o W 20 R/W GRANTED TO COUNTY PER N I ti g INST.NO.428790. REC. 6-12-2003 '`•� - I� N ca ) N W g I mo,' cn z I 1 ' 01®� uj W ! r CIS APN 134-050-012 cn Scm o INST.NO. 483271, REC. 08-30-2002 M ' ' `IM z O O z O 20 30' z i I , 75' o ' N' R/W GRANTED TO COUNTY ----_____--- Z 25' o� PER BOOK NO. 267 OF DEEDS. Q PG. 18, REC. 7-13-1908 I `,I U) ' xl I , � F0. 1 1/2" IRON PIPE TAGGED LS 4055, ON 0.4'. FOR 1/16 CORNER PER RS 62/3! AND CSTB 98/30 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT - GEORGE A. JOHNSON, DIRECTOR APPROVED: DATE: - Lu 1 PARCEL 1 0267-005 � 35.663 SO FT. 0.819 AC. FD. 1" IRON PIPE TAGGED LS 4055. FLUSH. FOR CENTER SECTION 26 PER RS 62/39 AND CSTB 98/29 FD. RAILROAD SPIKE WITH PUNCH MARK, IN LIEU OF 3/16" DIA. ROD PER RS 62/39, FLUSH. 0.14' NORTH AND 0.05' WEST OF IRON PIPE. SPIKE NOT ACCEPTED. �cCT10N 26 IN THE COUNTY OF RIVERSKE,STATE OF CALFORNIA R0 CF -07 c=,P[ ©%VL uV MLQ[ P D mmommu� 11111 PROJECT: CLOVERDALE ROAD LIMITS: ARCHIBALD AVENUE TO HAMNER AVENUE VICINITY: SEC'S. 19 & 30. TOWNSHIP 2 SOUTH, RANGE 6 HEST. S.B.M. SEC'S. 23. 24. 25 3 26. TOWNSHIP 2 SOUTH. RANGE 7 WEST. S.B.Y. APN 134-060-001 INST.NO. 207936, REC. 05-31-2000 REVISIONS GRAFTED BY: D. DOERS PREPARED BY: D. DUDA / EDOERSCHECKED BY: K. TEICHWORK ORDER NO.: A3-032FIELD BOOK NO.: 2210 SURVEDATE: JANUARY. 2 W. DESCRIPTIONS NTIAL DATE SCALE: 1 " = 40' cHFET �HFETS THE AVERAGE CONVERUNCE ANGLE FOR THiS PROJECT IS - 00-42-52. AT THE ISO INTERSECTION OF CLOKRO LE R VE. 7 =-RO-42-52 4� 120 .�6 AVE IN 69�-AA�29 � j (� �/ �(,� (� (}� N 69 SNS • N so To • 2809 10 W. L I tE • E. 1/2, SEC. 23 ao to 40 APN 134-040-006 1z 4 Q 30 INST.NO. 55258, REC. 06-22-1960 e N SCALE` 1 40' 20 04 a V 10 W 0 s `g ti aD nm �o$ PARCEL $ a � 0267-010 a I a / 37.496 SO FT. o / 0.861 AC. / / TO R/W ANG. PT. N 89-21-03 W 1278.49' / --= 50' R/W GRANTED TO COUNTY PER BOOK NO. 267 OF DEEDS. PG. 18, 7-13-1908 / m „� TO INT. E'Lr R/W HARRISON AVE. , CON N 00-38-06 E - 29.00'-< N 89-21-03 W 1290.49' - - - - TO C/L INT. HARRISON AVE N 89-21-03 W 2640.960' (N 89-21-28 W 2640.95' R6) TO C/L INT. SUMNER AVE - - - TO C/L INT. HARRISON AVE. N 89-21-03 w 1320.48' (N 89-54-25 W 1320.42' Ri) - l'nN ---------------- -- ` �SECTIONLINE-------------------------------------------------------------------------- m------------------ -- N CLOVERDALE in I TO iNT. E'LY R/W HARRISON AVE. N 89-21-03 W 1295.48' to t TO R/W ANG. PT. N 88-31-118 E 699.38 -- f-- N 89-21-03 w ; 486.73` il • INDICATES FOUND MONUMENT AS NOTED. CSFB INDICATES COUNTY SURVEYOR FIELD BOOK. CSTB INDICATES COUNTY SURVEYOR TIE BOOK. CSCR INDICATES COUNTY SURVEYOR CORNER RECORD. (R#) INDICATES RECORD DATA AS NOTED BELOW Ri RS 52/30 R7 iNST.NO. 25215. REC. 01-15-22002. R2 RS 62/39 R8 INST.NO. 48701, REC. 01-29-2002. R3 MB 310/82-89 R9 INST.NO. 48698, REC. 01-29-2002. R4 MB 326/5-12 RIO INST.NO. 532997, REC. 10-30-2001. R5 PM 198/74-76 R11 INST.NO. 48697, REC. 01-29-2002. R6 RIVERSIDE COUNTY R12 1NST.N0. 48696+ REC. 01-29-2002. SURVEY MAP, R13 CALTRANS MOWKNTATION MAP NO. 2 d 3S - TV 453701 (RIV.CO. MAP 205/126). R14 RIV.CO. MAP 925-0. R15 MB 275/11-18. R16 RS 57/61 RiT MB 327/11-15 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLAN COORDINATE SYSTEM, CCS 83, ZONE 6. BASED LOCALLY ON GPS STATIONS 'CLAR', 'CRFP' AND 'MLFP', EPOCH 2000.35. NOTES: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION FACTOR OF 1.000009610, DERIVED AT THE INTERSECTION OF CLOVERDALE ROAD AND HAMMER AVENUE. PARCEL NO. 003 HAS BEEN ELIMINATED FROM THiS PROJECT AND DOES NOT APPEAR iN THIS MAP. APN 134-060-001 INST.NO. 207936. REC. 05-31-2000 N 44-20-57 W - 25.21' 1 � PARCEL - o267-Do5 33.591 SOFT. 0.771 AC. 14 ��}} � UO Z �Go SECTION 26 T 2S R 7W SB:M, FD. 1 1/4' IRON PIPE W/TAG 4055, ON 1.2', PER RS 62/39. ACCEPTED AS BEING ON THE EAST LINE OF SOUTHWEST i/4 OF NORTHEAST 1/4 OF SECTION 26 W m T n N 1,3ns. NA1 �Af29 6 69 N`N 1 I O, N W I i ' W I�1 'h R/W DEDICATED d ACCEPTED PER NB 326/5-12 ,,-�,:__=•--- 1z,- K i W C m j LOTS "C" fn $pp APN 134-040-009 a O 301 i r 03 2 0 5 9 1 LI U LI 4 L� R/W DEDICATED d ACCEPTED -_ n N 44-21-27 w - 40.66' PER MB 326/5-12 (N 45-05-56 W - 40.66' R4) --------- PER MB 326/5-12) ; `+ 1 - L 0 T 11R" ' "' IN 89-54-25 E 1119.36' R4) ` N 89-21-03 W 1119.38' TO R/W ANG. PT. ------------'--------------- 30' R/W GRANTED TO --tt, ----- - - 11- r COUNTY PER BOOK 1% i@ to N0. 275 DEEDS. It! ~ PG. 30. 1-21-1909 1. 41' R/W GRANTED TO COUNTY PER 9 INST.NO. 12122, REC. 2-6-1970 1 ' r• r „ , ----------- ----------------- FD. R.R. SPIKE ON 0.4' ' 1 1 w/ PUNCH MARK PER RS 52/30 o In 1 66.73'_��,_ - - -N 89-21-03 w 1320.48", (N 89-54-25 W 1320.41' Rt) TO C/L iNT. SUMNER AVE. - - --. - _ - � 6--- -�- 1 -----------------------,---- �, ---------------------------------------- SECTION 2 1 1 i r LINE . 'n -- r r p ROAD 1 r r M - - ��--------- ' m 'n , . r ------------- 1.--.-•---- • -----------------------,�-------- l r r 30' R/W RESERVED FOR R/W TO COUNTY PER BOOV -' �J QD LOT "All ' ti NO. 220 OF DEEDS, PG S. 74-75, 1-16-1906 Q ; 30' ' 10 '.- ---~----rN - N 89-21-03 Y 1100.34' TO R/W ANG. PT. *-^- �n U tN 89-54-25 E i100.3i' R3) I N 45-38-13 E - 42.06' -- w --- 44-53-49 E - 42.08' R3) �37-48 E - 50.a4`R/W DEDICATED d ACCEPTED PER MB 310/82-89,6-45 r - 50.24` R3) 30' 1� 38' „C„ Q LOT, = 16-15-37 (p = 16-15-37 R3) 1 �, , = i00.00` tR =100-00' R3) 1 =14.29' (T = 14.29' R3) M ' W = 28.38' (L = 28.38' R3) ' �v Q'_ LA ---N 13-06-35 W (R) t00.�' RAO. �MA-09wIR)R3) tN 73-51---------------- W 1e �` a W n D - 16-15-37 (A= 16-15-37 R3) Fol �j R = 100. �` E R = 100.00 R3 ) ©O U „ ;e UUt1 ! o RD t1 L cyl on ' o T = 14.29' ( T = 14.29 R3 ) 3 ' � T L = 28.38' (L = 28.38' R3) z = g o �.---��__-- R/W DEDICATED d ACCEPTED PER MB 310/82-89 1 ' 60 30 30%- ' ,,•• 1 i I I � J U 1 I --- LINE DATA --- MEASURED --- --- RECORD --- BEARING DISTANCE BEARING DISTANCE 1 N 89-21-03 w 17.81' 2 N 89-21-03 W 30.00' • amvmvuwa Ma' • INDICATES FOUND MONUMENT AS NOTED. CSFB INDICATES COUNTY SURVEYOR FIELD BILA(. CSTB INDICATES COUNTY SURVEYOR TIE Bic. CSCR INDICATES COUNTY SURVEYOR CORNER RECORD. tRul INDICATES RECD DATA AS NOTED BELOW Rt RS 52/30 R7 INST.NO. 25215, REC. 01-15-2002. R2 RS 62/39 R8 INST.NO. 48701. REC. 01-29-2002. R3 MB 310/82-89 R9 INST.NO. 48648, REC. 01-29-2002. R4 MB 326/5-12 R10 INST.NO. 532997, REC. 10-30-2001. R5 PM 198/74-76 Rll INST.NO. 48697, REC. 01-29-2002. R6 RIVERSIDE COUNTY R12 INST.NO. 48696, REC. 01-29-2002. SURVEY MAP, R13 CALTRANS MONUMENTATION MAP NO. 2 t 3S - 7W 453701 (RIV.CO. MAP 205/126). R14 RIV.CO. MAP 925-0. R15 MB 275/11-18. R16 RS 57/61 R17 MB 327/11-15 BASIS Of BEARINGS: THE BASIS IF BEARINGS FOR THIS SURVEY iS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS 83. ZONE 6, BASED LOCALLY ON GPS STATIONS 'CLAR', 'CRFP' AND 'MLFP', EPOCH 2000.35. NOTES: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES DESS SPECIFIED OTHERWISE. GROUND DISTALES MAY BE OBTAINED BY MULTIPLYING GRID DISTALES BY A COMBINATION FACTOR OF 1.000009610, DERIVED AT THE INTERSECTION OF CLOVERDALE ROAD AND HALER AVENUE. PARCEL NO. 003 HAS BEEN ELIMINATED FROM THIS PROJECT AND DOES NOT APPEAR IN THIS MAP. THE AVERA:THIS NVERGENCE ANGLE FOPRO CT iS - 00, AT THE INTERSECTICLOVERDALERD. R AVE. 7 m-00-42-52 Dill 120 i Not; / t • N ikco- '(ON 6g,Ah9�9 � i FD. i' IRON PIPE, WITH PK NAIL, NO TAG. ON 0.5' PER PER RS 52/30 1 �- 112.80'( N 00-05-31 W - 112.84' R4) (N 89-53-44 E 1319.75' R16) _ - - - - -N 89-20-50 W 1319.78' 1/4 COR SEC 2-3/24 --------------- ul Ino .. i I i ! FD. 2' IRON PIPE. TAGGED LS 2529, �� `9 W ` Meg , Q �� Q w FLUSH, FOR EAST i/4 CORNER SECTION 24 BO a,'� I PER RS 52/30 FD 2' IRON PIPE WITH TAG, LS 2529. ON 0.6', WITH 16 IRON PIPE, TAGGED RCE 9876, ON 0.8', '$+ FD. 1 i/4' IRON PIPE, CONCRETE FILLED. i �+ ! Z i FOR THE NORTHEAST CORNER PARCEL 2 PER RS 52/30 NO TAG, FLUSH, PER RS 52/30 0 on 1 y ( AND RS 57/61. MONUMENT LiES S 00-39-42 W. 0.23' $P 1 -jI OF INTERSECTION WITH E -W CENTER SECTION LiN£ ' LOT R •;• ! ,� -- t--- I ♦ INST.NO. 12122, REC. 2-6-1970 " ' 1 (PER MB 326/5-12) IN 89-54-25 E 1119.36` R4) `, I TO R/W ANG. PT. N 89-21-03 W 1119.38 1 ' S0' r I , _____-__ ---_--__i ---------------------------------------------------`------------ -----� h % 30 R/W GRANTED TO COUNTY PER BOOK N0. 275 OF DEEDS, PG. 30, t-21-1909 - •+a ' �, N 89-2i-21 r 1269.32' TOE. LINE. w 1/2. SWI/4 r , (� 30' R/W GRANTED TO COUNTY PER BOOK =c. Q + NO. 766 OF DEEDS, PG'S. 54-55, 5-8-1928 i� 0 -�---------------*--------�� - - ----- ------------'-� I +- - - - - TO C/L INT. HARRISON AVE N 89-21-03 r 2640.960' (N 89-21-28 r 2640.45' R6) - - tN 84-21-43 W 1319.30` R6) ; M "' - TO INT. S'LY PROLIGATlON r`LY R/W CEDAR CREEK RD. N 89-21-03 W i320.48' (N 89-54-25 W 1320.4i' R1) — + -N 89-21-21 r 1319.31` 'TO SE COR. W 1/2. Sr 1/4- - - - - - - - - - - - - - C/L--- +`�+'------------------------------ '�---- 104_37. + SECTION LiNE --------------- C/L-----------r--------------------------- ----- 66.01` i� SECTION LINE --` C/L--- "e`er_ �'�. 122.37' ------- ---- 84.02' ---'��---------------+---C/L-- ;-- Q_ ------------------- CLOV ERDA LE %` � � � � � � N $9-21'21 r 2638.62' tN 89-21-43 w 263$.59';,R6) TO C/L INT. CLEVELAND AVE. '° ' 1 o ----------—on --------------- + FO PK NAIL FLUSH IN PAVEMANT PATCH WITH t' TIES 1 " : z. 30' R/W RESERVED FOR R/W TO COUNTY PER BOOK NO. 220 OF DEEDS, PG'S. 74-75, t-16-1906 "sem, LOT ��A 1� ACCEPTED AS NORTHEAST CORNER SECTION 26. �� 30' R/W GRANTED TO COUNT! PER BOOK NO. 757 �+ c I OF DEEDS. PG'S. 358-359, 4-18-1928 I P L 0 T "A/' 1 ( TO R/W ANG. PT. N 89-21-03 r 1100.34' ; I lw I I •` .-+ N 89-21-21 r 2487.64' TO R/W ANG. PT. 1 (N 89-54-25 E 1100.31' 113) ,/y _— I r------ , `s. 1 25' , ! tN 89-54-34 E 2487.71' R5Ly ) ; N 45-32-45 E - 35.42' ` 9 I +------5g------- tN 44-54-t3 E - 35.35' R5) + ', 4' I .i, 74.32' 4 ------------------- 30' I �a===--R/W DEDICATED d ACCEPTED PER PM 198/74-76 -' Q ===_ R/W DEDICATED & ACCEPTED PER MB 310/82-84 _- R/W VARIES w '� .. 1 Wool 29' it Q N59 3 APN 134-650-005 1 1 65) no no La tp PARCEL ; ' o p t1� 11/11 IJ c�J nD o �' 0 h J'n ~ /" 0267-004 o I i _o i' j a 648 SO.FT. N.T.S. i 1�z g 1 CO .. 0.015 AC. W ni p ,nL!"' I o 14 I on fro 00 o (� �/%(�z / �!, 28•9 tl 11, U W,9 S,B,t3t%il,O U30'29' o z' - i 25' N 89-21-21 W 1269.32' I TO E. LINE, r 1/2, SW 1/4 , 1 FD. 1 1/4' IRON PIPE WITH RIVERSIDE COUNTY S 4 wQw SURVEYOR PLASTIC PLUG, ON 1.6', FOR EAST 1 (N. T. S. 1/4 CORNER SECTION 26 PER RS 62/39 AND CSTB 94/74 + — -- 65TH C/L-----�m0----clL STREET------ - N22 40 3o LOT u $ u a Z II Q' , ,-+ .�'" 100' R/W GRANTED TO COUNTY PER iNST.NO. 87081, REC. 10-3-1967 SCALE t" - 40'20 (PER tA8 326/5-12) I N '� ';;._-- •' 0 10 o i D' P- Mem, �� on V® APN 134-040-009 I' N 1 "n °' W 109' NC; in W 134-080-006 9'� 50' in 4 iin to W �' 50' 0 INST.NO. 414058, REC. 09-28-1998 5-12 R/W DEDICATED 3 ACCEPTED PER NO 326/rn --�� on m +' .� o nn � o �' i ��'� � p ARCEL L(W Z j 0<02P67-004 N 45-39-02 E- 64.17' I 1 i ( z o 1 648 SO.FT. 0.015 AC. 41' R/W GRANTED COUNTY PER INST.NO. 12i22. REC. 2-6-1970 t 44-54-35 E - 64.17' R4) 1 - w Z + a -- ! - ��4QQ1� wQw ;0 R/W DEDICATED d ACCEPTED PER MB 326/5-12 --•-.• i 59 1 ____ ♦ � �� ' �� 41' R/W GRANTED TO COUNTY PER ---•;. L ' LOT R •;• ! ,� -- t--- I ♦ INST.NO. 12122, REC. 2-6-1970 " ' 1 (PER MB 326/5-12) IN 89-54-25 E 1119.36` R4) `, I TO R/W ANG. PT. N 89-21-03 W 1119.38 1 ' S0' r I , _____-__ ---_--__i ---------------------------------------------------`------------ -----� h % 30 R/W GRANTED TO COUNTY PER BOOK N0. 275 OF DEEDS, PG. 30, t-21-1909 - •+a ' �, N 89-2i-21 r 1269.32' TOE. LINE. w 1/2. SWI/4 r , (� 30' R/W GRANTED TO COUNTY PER BOOK =c. Q + NO. 766 OF DEEDS, PG'S. 54-55, 5-8-1928 i� 0 -�---------------*--------�� - - ----- ------------'-� I +- - - - - TO C/L INT. HARRISON AVE N 89-21-03 r 2640.960' (N 89-21-28 r 2640.45' R6) - - tN 84-21-43 W 1319.30` R6) ; M "' - TO INT. S'LY PROLIGATlON r`LY R/W CEDAR CREEK RD. N 89-21-03 W i320.48' (N 89-54-25 W 1320.4i' R1) — + -N 89-21-21 r 1319.31` 'TO SE COR. W 1/2. Sr 1/4- - - - - - - - - - - - - - C/L--- +`�+'------------------------------ '�---- 104_37. + SECTION LiNE --------------- C/L-----------r--------------------------- ----- 66.01` i� SECTION LINE --` C/L--- "e`er_ �'�. 122.37' ------- ---- 84.02' ---'��---------------+---C/L-- ;-- Q_ ------------------- CLOV ERDA LE %` � � � � � � N $9-21'21 r 2638.62' tN 89-21-43 w 263$.59';,R6) TO C/L INT. CLEVELAND AVE. '° ' 1 o ----------—on --------------- + FO PK NAIL FLUSH IN PAVEMANT PATCH WITH t' TIES 1 " : z. 30' R/W RESERVED FOR R/W TO COUNTY PER BOOK NO. 220 OF DEEDS, PG'S. 74-75, t-16-1906 "sem, LOT ��A 1� ACCEPTED AS NORTHEAST CORNER SECTION 26. �� 30' R/W GRANTED TO COUNT! PER BOOK NO. 757 �+ c I OF DEEDS. PG'S. 358-359, 4-18-1928 I P L 0 T "A/' 1 ( TO R/W ANG. PT. N 89-21-03 r 1100.34' ; I lw I I •` .-+ N 89-21-21 r 2487.64' TO R/W ANG. PT. 1 (N 89-54-25 E 1100.31' 113) ,/y _— I r------ , `s. 1 25' , ! tN 89-54-34 E 2487.71' R5Ly ) ; N 45-32-45 E - 35.42' ` 9 I +------5g------- tN 44-54-t3 E - 35.35' R5) + ', 4' I .i, 74.32' 4 ------------------- 30' I �a===--R/W DEDICATED d ACCEPTED PER PM 198/74-76 -' Q ===_ R/W DEDICATED & ACCEPTED PER MB 310/82-84 _- R/W VARIES w '� .. 1 Wool 29' it Q N59 3 APN 134-650-005 1 1 65) no no La tp PARCEL ; ' o p t1� 11/11 IJ c�J nD o �' 0 h J'n ~ /" 0267-004 o I i _o i' j a 648 SO.FT. N.T.S. i 1�z g 1 CO .. 0.015 AC. W ni p ,nL!"' I o 14 I on fro 00 o (� �/%(�z / �!, 28•9 tl 11, U W,9 S,B,t3t%il,O U30'29' o z' - i 25' N 89-21-21 W 1269.32' I TO E. LINE, r 1/2, SW 1/4 , 1 FD. 1 1/4' IRON PIPE WITH RIVERSIDE COUNTY S 4 wQw SURVEYOR PLASTIC PLUG, ON 1.6', FOR EAST 1 (N. T. S. 1/4 CORNER SECTION 26 PER RS 62/39 AND CSTB 94/74 + — -- 65TH C/L-----�m0----clL STREET------ - N22 y@ • INDICATES FOUND MONUMENT AS NOTED. CSFB INDICATES COUNTY SURVEYOR FIELD BOIX. CSTB INDICATES COUNTY SURVEYOR TIE BOOK. CSCR INDICATES COUNTY SURVEYOR CORNER RECORD. tR#1 INDICATES RECORD DATA AS NOTED BELOW R1 RS 52/30 R7 INST.NO. 25215, REC. 01-15-2002. R2 RS 62/39 R8 INST.NO. 48701. REC. 01-29-2002. R3 MB 310/82-89 R9 INST.NO. 48698. REC. 01-29-2002. R4 MB 326/5-12 RIO INST.NO. 532997, REC. 10-30-2001. R5 PM 198/74-76 R11 INST.NO. 48697. REC. 01-29-2002. R6 RIVERSIDE COUNTY R12 INST.NO. 48696, REC. 01-29-2002. SURVEY MAP, R13 CALTRANS MONUMENTATION MAP NO. 2 & 3S - 7W 453701 tRIV.CO. NAA 205/1261. R14 RIV.CO. MAP 925-0. R15 MB 275/11-18. R16 RS 57/61 R17 MB 327/11-15 ASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS 83, ZONE 6, BASED LOCALLY ON GPS STATIONS 'CLAR", "CRFP" AND `MLFP'• EPOCH 2000.35. NOTES: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION FACTOR OF 1.000009610, DERIVED AT THE INTERSECTION OF CLOVERDALE ROAD AND HAMNER AVENUE. PARCEL NiO. 003 HAS BEEN ELIMINATED FROM THIS PROJECT AND DOES NOT APPEAR IN THIS MAP. 12R e 6 M ----------C/L-------- 0 M zo e THE AVERAGE MWERGENCE ANGLE FOR THIS PROJECT IS - 00-42-52, AT THE 160 INTERSECTION OF CLOVERDALE RD. 3 HAMMER AVE. 7 =-00-42-52 K4 �? '•\ 80 02606 1%` v-------------------------------------------------------------------------------- •• " SECTION LINE C/L-------------------------'---,------------------------ 19,953 SO.FT. �♦ — 0.458 AC. 40 � o 30 SCALE: 1" % 40' _—_-_- C/L - - 20 V10 TO R/W ANG. PT. -SE COR, \, N 89-21-21 W 346.97' 1 0 FD. 2 1/2' IRON PIPE. TAGGED LS 2529, FLUSH. FOR WEST 1/4 CORNER SECTION 24 PER RS 52/30 SECTION 24 U• Ute- 8 1 9 lRo U ti11J a 9 S•D •I1l'1tl • APN 134-080-006 41' R/W GRANTED TO COUNTY PER INST.NO. 12122, REC. 2-6-1970 - N 89-20-50 W 2638.83' tN 89-21-22 W N 89-20-50 W 1_319.78' _ -------------------- (N 89-53-44 E 1319.75` R161 FD 2" IRON PIPE WITH TAG. LS 2529, ON WITH i' IRON PIPE, TAGGED RCE 9876. ON 0.8'. i FOR THE NORTHEAST CORNER PARCEL 2 PER RS 52/30 AND RS 57/61. MONUMENT LIES S 00-39-42 W, 0.23' OF INTERSECTION WITH E -W CENTER SECTION LIME et TO R/W ANG. PT. N 89-21-21 W 1269.32' 30' R/W GRANTED TO COUNTY PER BOOK NO. 766 OF DEEDS, PG'S. 54-55. 5-8-1928 ---� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - 1 a 2639.02' R6) TO CTR SEC 24 - - r---_ N 89_20-50_W_ 659.53' TO HE CDR P_CL.1 —�.- tN- �NE COR PAR 2 PCL: 1. APN 134-080-003 INST.NO. 255264. REG 7-10-1992 -TO C/L INT. SUMNER AVE. N 89-21-21 V 1319.31'- '•\ « 02606 1%` v-------------------------------------------------------------------------------- •• " SECTION LINE C/L-------------------------'---,------------------------ 19,953 SO.FT. �♦ — 0.458 AC. CLOVERDALE — To C/L INT. SUMMER AVE. N 89-21-21 W 2638.62' tN 89-21-43 W 2638.59' R6l � o N 00-39-42 E - 13.00' ____ %L (N 89-54-00 E : 654.60' R163 _—_-_- C/L - - 1 TO R/W ANG. PT. -SE COR, \, N 89-21-21 W 346.97' 1 --------- 00-39-42E - 33.00' "01 TO E. LINE. W 1/2. E 1/2, SW 11/4 (N 89-54-00 E 659.60' R16) `n N 89-21-21 W 659.69' -TO C/L INT. SUMNER AVE. N 89-21-21 V 1319.31'- '•\ « I ' v-------------------------------------------------------------------------------- •• " SECTION LINE C/L-------------------------'---,------------------------ — 1 TO SE COR.. W 1/2.: E 1/2, SW 1/4' n`�i N_89-21-21 W 659.69' -_ CLOVERDALE — To C/L INT. SUMMER AVE. N 89-21-21 W 2638.62' tN 89-21-43 W 2638.59' R6l TO C/L INT. CLEVELAND AVE. - SECTION LINE _____ ___ v - ____ %L (N 89-54-00 E : 654.60' R163 _—_-_- C/L - - . ROAD -SE COR, \, --------- ,` "01 W 1/2. SW 1/4 \— ----------------.-------------------------------------- • • , M------------------1-•------------ \ \\ L 0 T �� A �� \ 3o R/W GRANTED TO COUNTY PER BOOK NO. 757 OF DEEDS. PG'S. 358-359. 4-18-1928 -•` 25' R/W GRANTED TO COUNTY a PER BOOK NO. 267 OF DEEDS. � PG- 18, 7-13-1908 TO R/W ANG. PT. N 89-21-21 W 2487.64' IN 89-54-34 E 2487.71' R5) TO R/W ANG. PT. \ \ •�°{- R/W DEDICATED a ACCEPTED PER PM 198/74-76 PM 1 • : % 74-76 SECTION 25 Irl 2VS• 9 IN • 7 UV * 9 SODOM* 928-P THE AVERAGE CONVERGENCE ANGLE FOR fHiS PRQ�CT IS - 0i1-42-52. AT THE INTERSECTION OF CLOVERDALE R All. 7 =-00-42-52 SCALE* 1" = 40' V A APN 134-080-003 INST.NO. 255264, FEC. 7-10-1992 TO E. LINE, w i/2, Sw 1/4 -�--- N 89-21-21 W 346.97' I i+y I M ITO E. LiNE.,W 1/2, SW 1 N 89-20-50 w A 659.53' IN 89-53-44 E 659.87' Ri6i ---------- NE COR PAR 2 FD 2' IRON PIPE WITH TAG, LS 2529, ON 0.6', WITH i" IRON PIPE, TAGGED RCE 9876. ON 0.8', FOR THE NORTHEAST CSR PARCEL 2 PER RS 52/30 AND RS 57/61. MONUMENT LIES S 00-39-42 We 0.23' OF INTERSECTION WITH E -w CENTER SECTION LINE VU. � APN 134-080-004 INST.NO. 255264, REC. 7-10-1992 02606 19,953 SOFT. 0.458 AC. N 00-38-39 E - 7.00' RS N 00-39-29 E - 15-31' I N 89-21-21 W 155.28'/ N 88-55-33 E 157.51' N N 00-39-29 E - 30.72' N 89-21-21 If 1 659.69' (N 89-54-W E 659.60' R16) - N 89-23-29 W - 1319.87' (N 89-23-14 W - 1319.97' R6) - TO W. 1/4 COR SEC 24 N 89-20-50 w 2638.83' (N 89-21-22 W 2639.02' 116) - ------------------------ N 89-20-50 W - 659.52' IN 89-53-44 E 659.88' R16) ------------------------------- N' I N 00-39-29 E- 25 00' I N 00-39-29 E 21.00' u-C�L �LS LJ 11 �nn OUV �S4 U • . 9 UU • M9 s e 0 s lIt7L! • APN 134-080-005 INST.NO. 30747. REC. 01-31-1995 N 89-21-21 W N 89-21-21 W 590.54' 659.62' IN 89-54-00 E SEARCHED. FD. NOTHING. POINT ESTABLISHED BY LEAST SOUARES METHOD FROM PT # 136, 152 d 248 ON RIVERSIDE COUNTY RAMP MAP 2 d 3 S - TW FD 2' IRON PIPE. WITH TAG LS 3258. ON 1.5'. UNDER FENCE POST. MONUMENT LIES S 89-20-38 E. 0.12' OF EAST LINE PCL. 2 PER RS 57/61 <0.2p^ ..9 1 15.474 SOFT. 1 1 0.355 AC. 1 N 89-20-38 W - 39.06' N 45-39-25 E - 42.46' 1 ,-s".25' R/W GRANTED TO COUNTY PER BOOK l NO. 267 OF DEEDS. PG. 18, 7-13-1908 1 . 1 1 • , 659.60' R16) N � Q 4.93 tr a TO SE COR.. W 1/2, SW 114 N 89_21-21 W 659.69' (N 89-54-00 E 659.60' R16) I - N - N 89-21-21 W 659.62' IN 89-54-00 E 659.60' Ri6) - ,'. N I S.1/4 COR SEC 24-7 ----------C/L---- ---------------- C/L _ n SECTI�ILINE--------------------------------------------------------- ------ �-\ M "CLOVERDALE - TO C/L INT. SUMMER AVE. N 89-21-21 W 2638,.62' (N 89-21-43 w 2638.59' R6) - �,� SECTION LINE , CIL - - - - - ----�9_0$� ROAD N 66.97' - - - - - - - - - - - - - - - - - - - - - - - - . O N e zo -f ♦ - - - - - - - - - - - - - - I ti . .--•----- -,-- 1r 6 z I Q c W 00 C; ) u u 30' R/W GRANTED TO COUNTY PER BOOK �: '� SEARCHED AND FD. NOTHING- SET 2'X 2` HLA � R/W DEDICATED d ACCEPTED PER PM 198/74-76 --�=_ ' L 0 T A - N0. 757 OF DEEDS, PG'S. 358-359, 4-18-1928 a WITH TACK, ON 0.3', PER CSCR 94/160 FOR ec o+ SOUTH 1/4 CORNER SECTION 24 cn TO R/W ANG. PT.,,' N 89-21-21 W 2487.64' (N 89-54-34 E 2487.71' RS) 00 PM 19: / 74-76 ( i 4w ,o 7 2mauyi►'yi V Ul`JUZ'�10 cc M I • cy N co N I '- BASIS OF BEARINGS: ,O �WN INDICATES COUNTY W I \ W FIELD BOOK. cp 1 `- c" W N N CSTB I W ,O SURVEYOR cn. T .A 'n in I PLANE COORDINATE SYSTEM. CCS 83, ZONE 6, BASED I LL v 0 1 � ••� O zlzo I; I z I ` I CSCR 1 I I I FO 2` IRON PiPE. WITH TAG LS 3258, ON I 0.8'. FOR POINT ON W. LiKE PCL. 1 PER (RO) RS 57/61 N 00-39-2S E - 9.72' AS NOTED BELOW (N 00-04-56 E - 71.00' R16) N' I N 00-39-29 E- 25 00' I N 00-39-29 E 21.00' u-C�L �LS LJ 11 �nn OUV �S4 U • . 9 UU • M9 s e 0 s lIt7L! • APN 134-080-005 INST.NO. 30747. REC. 01-31-1995 N 89-21-21 W N 89-21-21 W 590.54' 659.62' IN 89-54-00 E SEARCHED. FD. NOTHING. POINT ESTABLISHED BY LEAST SOUARES METHOD FROM PT # 136, 152 d 248 ON RIVERSIDE COUNTY RAMP MAP 2 d 3 S - TW FD 2' IRON PIPE. WITH TAG LS 3258. ON 1.5'. UNDER FENCE POST. MONUMENT LIES S 89-20-38 E. 0.12' OF EAST LINE PCL. 2 PER RS 57/61 <0.2p^ ..9 1 15.474 SOFT. 1 1 0.355 AC. 1 N 89-20-38 W - 39.06' N 45-39-25 E - 42.46' 1 ,-s".25' R/W GRANTED TO COUNTY PER BOOK l NO. 267 OF DEEDS. PG. 18, 7-13-1908 1 . 1 1 • , 659.60' R16) N � Q 4.93 tr a TO SE COR.. W 1/2, SW 114 N 89_21-21 W 659.69' (N 89-54-00 E 659.60' R16) I - N - N 89-21-21 W 659.62' IN 89-54-00 E 659.60' Ri6) - ,'. N I S.1/4 COR SEC 24-7 ----------C/L---- ---------------- C/L _ n SECTI�ILINE--------------------------------------------------------- ------ �-\ M "CLOVERDALE - TO C/L INT. SUMMER AVE. N 89-21-21 W 2638,.62' (N 89-21-43 w 2638.59' R6) - �,� SECTION LINE , CIL - - - - - ----�9_0$� ROAD N 66.97' - - - - - - - - - - - - - - - - - - - - - - - - . O N e zo -f ♦ - - - - - - - - - - - - - - I ti . .--•----- -,-- 1r 6 z I Q c W 00 C; ) u u 30' R/W GRANTED TO COUNTY PER BOOK �: '� SEARCHED AND FD. NOTHING- SET 2'X 2` HLA � R/W DEDICATED d ACCEPTED PER PM 198/74-76 --�=_ ' L 0 T A - N0. 757 OF DEEDS, PG'S. 358-359, 4-18-1928 a WITH TACK, ON 0.3', PER CSCR 94/160 FOR ec o+ SOUTH 1/4 CORNER SECTION 24 cn TO R/W ANG. PT.,,' N 89-21-21 W 2487.64' (N 89-54-34 E 2487.71' RS) 00 PM 19: / 74-76 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT GEORGE & J HiNSON, DOCTOR APPROVED: DATE: _ 7 2mauyi►'yi V Ul`JUZ'�10 • INDICATES FOM MONUMENT AS NOTED. BASIS OF BEARINGS: CSFB INDICATES COUNTY SURVEYOR FIELD BOOK. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA CSTB INDICATES COMITY SURVEYOR TIE BOOK. PLANE COORDINATE SYSTEM. CCS 83, ZONE 6, BASED LOCALLY LOCALLY ON GPS STATIONS 'CLAR'. 'CRFP' AND 'MLFP'. CSCR INDICATES COMITY SURVEYOR CORNER RECORD. EPOCH 2000.35. (RO) INDICATES RECORD DATA AS NOTED BELOW NOTES: Rt RS 52/30 R7 INST.NO. 25215. REC. 01-15-2002. ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS R2 RS 62/39 R8 INST.NO. 48701, REC. 01-29-2002. SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY R3 MB 310/82-89 R9 INST.NO. 48698, REC. 01-29-2002. MULTIPLYING GRID DISTANCES BY A COMBINATION FACTOR OF R4 MB 326/5-12 RIO INST.NO. 532997. REC. 10-30-2001. 1.000009610, DERIVED AT THE INTERSECTION OF CLOVERDALE ROAD R5 PM 198/74-76 Rii INST.NO. 48697. REC. 01-29-2002. AND HAMMER AVENUE. R6 RIVERSIDE COUNTY R12 INST.NO. 48696, REC. 01-29-2002. SURVEY MAP. R13 CALTRANS MON(MENTATION MAP NO. PARCEL NO. 003 HAS BEEN ELIMINATED FROM THiS PROJECT AND 2 d 3S - 7W 453701 (RIV.CO. MAP 205/126). DOES NOT APPEAR IN THIS MAP. R14 RIV.CO. MAP 925-0. M R15 MB 275/11-18. on R16 RS 57/61 3 R17 MB 327/11-15 J M COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT GEORGE & J HiNSON, DOCTOR APPROVED: DATE: _ YI THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA G3aC�[��'©65-RIF Baa SECT: CLOVERDALE ROAD LNTS: ARCHIBALD AVENUE TO HAMNER AVENUE VICINITY: SEC'S. 19 d 30. TOWNSHIP 2 SOUTH. RADE 6 WEST, S.B.M. SEC'S. 23. 24. 25 d 26. TOWNSHIP 2 SOUTH. RANGE 7 HEST. S.B.M. REVISIONS DRAFTED BY: D. DOERS PREPARED BY: D. QUDA / D. DOER$ CHECKED BY: K. TEICH WORK ORDER NO.: A3-0320 FIELD BOOK NO.: 2210 1 SURVEY NO.: 6287 DATE: JANUARY- 2003 NK. DESCRIPTIONS INITIAL DATE SCALE: i " = 40' •�ZAIVAOM ji 7 50' N 49-53-25 W - 22.02' w (N 50-37-44 W - 22.02' R5) W M R/W DEDICATED d ACCEPTED PER PM 198/74-76 CENTERLINE CLEVELAND AVE. ESTABLISHED BY 11 VL! �J RECORD ANGLE PER MB 327/11-15 tR'N w M on © A 3 O J M z �1 w g '' z ' w YI THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA G3aC�[��'©65-RIF Baa SECT: CLOVERDALE ROAD LNTS: ARCHIBALD AVENUE TO HAMNER AVENUE VICINITY: SEC'S. 19 d 30. TOWNSHIP 2 SOUTH. RADE 6 WEST, S.B.M. SEC'S. 23. 24. 25 d 26. TOWNSHIP 2 SOUTH. RANGE 7 HEST. S.B.M. REVISIONS DRAFTED BY: D. DOERS PREPARED BY: D. QUDA / D. DOER$ CHECKED BY: K. TEICH WORK ORDER NO.: A3-0320 FIELD BOOK NO.: 2210 1 SURVEY NO.: 6287 DATE: JANUARY- 2003 NK. DESCRIPTIONS INITIAL DATE SCALE: i " = 40' •�ZAIVAOM ji I W TO W. 1/4 COR SEC 24 N 84-20-50 w 2638.83' (N 89-21-22 r 2639 02' R6) ' ---------------- --- N 89-20-50 w 659.52' (N 89-53-44 E 659.88' R16) / CTR SEC 24 M z I Izi I (sa > �— N 89-23-29 W 2639.74'' Q (N 89723-14 W 2639.93' R6) SEARCHED, F0. NOTHING. POINT ESTABLISHED BY LEAST SQUARES METHOD FROM PT # 136. 152 d 248 FD. i' IRON PIPE WITH TAG LS 2386, ON RIVERSIDE COUNTY RAMP MAP 2 3 3 S - 7W u ON 0.6', ACCEPTED AS EAST 1/4 CORNER i SECTION 24 PER RS 57/61 I� .W Z I� U I� I 1 g ,n ce , p a, N 89-22-10 W - 44.00' N 44-21-09 W - 32.54' �- FO 2' IRON PIPE, WITH TAG LS 3258. ON 1.5', UNDER FENCE POST. MONUMENT LIES S 89-20-38 E. 0.12' OF EAST LINE 718.9S2 PCL. 2 PER RS 57/61 N 89-21-40 W 149.00' ' N l vS E G`T O(0H 2 4 28.9 H, MOW e9 M ome APN 134-080-008 INST.NO. 40699. REC. 02-28-1995 F< 267-008 PARCEL I 27.806 SO FT. 0.638 AC. E :KR CONVERGENCE HIS PROJECT -52. AT THE OF CLOVERDALE AVE. 'T =-00-42-52 SCALE: r V 40' 25' R/W GRANTED TO COUNTY PER BOOT( NO. 267 OF DEEDS. PG. 18. 7-13-1908 -- �,, t M 120 40 30 20 10 0 I • INDICATES FOIA MONUMENT AS NOTED. CSFB INDICATES COUNTY SURVEYOR FIELD Bim(. CSTB INDICATES COUNTY SURVEYOR TIE BOO(. CSCR INDICATES COUNTY SURVEYOR CORNER RECORD. (Rai) INDICATES RECORD DATA AS NOTED BELOW RI RS 52/30 R7 INST.NO. 25215, REG 01-15-2002. R2 RS 62/39 R8 INST.NO. 48701, REC. 01-29-2002. R3 MB 310/82-89 R9 INST.NO. 48698, REC. 01-29-2002. R4 MB 326/5-12 RIO INST.NO. 532997. REC. 10-30-2001. R5 PM 198/74-76 R11 INST.NO. 48697, REC. 01-29-2002. R6 RIVERSIDE COUNTY R12 INST.NO. 48696. REC. 01-29-2002. SURVEY MAP, R13 CALTRANS MONUMENTATION MAP NO. 2 d 3S — 7W 453701 (RIV.CO. MAP 205/126). R14 RIV.CO. MAP 925-0. R15 MB 275/11-18. R16 RS 57/61 R17 MB 327/11-15 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIF OtNIA STATE PLANE COORDINATE SYSTEM, CCS 83, ZONE 6. BASED LOCALLY ON GPS STATIONS 'CLAR'. 'CRFP' AND ')LFP'. EPOCH 2000.35. NOTES: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION FACTOR OF 1.000009610, DERIVED AT THE INTERSECTION OF CLOVERDALE ROAD AND HAMNER AVER. PARCEL NO. 003 HAS BEEN ELIMINATED FROM THIS PROJECT AND DOES NOT APPEAR IN THIS MAP. APN 134-080-009 N 89-2140 W 481.20' t �ti `I W • ~ , M o e p N � M p e e d N8921140W SEARCHED AND F0. NOTHING. SET 2'X 2' HUB WITH TACK, ON 0.3', PER CSCR 94/160 FOR FOR SOUTH 1/4 CORNER SECTION 24 I U a CENTERLINE CLEVELAND AVE. ESTABLISHED BY RECORD ANKLE PER MB 327/11-15 ,---THIS POINT WAS ESTABLISHED BY HOLDING % RECORD ANGLE OF 89-59-09 PER MAP BOOK 327/ 11-15 % i N 88-30-42 E 592.70' 1 � PARCEL — 0267-009 43.598 SOFT. 0.1.001 AC. APN. 134-090-013 INST.NO. 398449, REC. 11-14-1989 SE TION 25 ir. 28.9 [R* 7W.9 8029mo r-- -- 1 N 89-2140 w 30' R/W GRANTED TO COUNTY PER BOOK NO. 757 OF DEEDS, PG'S. 358-359. 4-18-1928 L L A 3947 PCL 2 760.72' TO R/W ANG. PT. t WI O I N , I M o' z I E. LINE PCL. 2 OF LLA 3947. PER i INST.NO. 21076. REG 1-21-1948 I T I i r 1 2 INN 928-P 9-30—Sq A, N 89-21-40 w 536.05 TO No LINE. E 1/2, SE 1/4 ; ti iv v • N 00-39-22 E — 42.00' ; 27.00 ' N 89-21-40 W 838.49' 67' ROAD EASEMENT TO COUNTY PER-- -�' ' INST.NO. 25216. REC. 1-15-2002 1 m —_ in - -N 89-2140 w 2639.37' ( N 89-2143 w 2639.34' R6) TO ME COR. SEC 25 - - �, 1 % - 67 03 Q - N 89-21-40 w 838.44'- �, N _ ( - - N 89-21-40 w 481.20'- ;- ------- M ----------C/L---------------------------------------------------------------- " --j-- a+ SECTION LINE C/L--------------------.-----SECTION -------------- N 89-21-40 W -------------------------C/L-- 227.34' CLOVERDALE LINE ' --- -----`' M - N 89-21-40 W 2.310.06' TO C/L BC - �� ROAD N 89-21-40 W �1712-92' TO R/W ANG. PT. ; I M t �ti `I W • ~ , M o e p N � M p e e d N8921140W SEARCHED AND F0. NOTHING. SET 2'X 2' HUB WITH TACK, ON 0.3', PER CSCR 94/160 FOR FOR SOUTH 1/4 CORNER SECTION 24 I U a CENTERLINE CLEVELAND AVE. ESTABLISHED BY RECORD ANKLE PER MB 327/11-15 ,---THIS POINT WAS ESTABLISHED BY HOLDING % RECORD ANGLE OF 89-59-09 PER MAP BOOK 327/ 11-15 % i N 88-30-42 E 592.70' 1 � PARCEL — 0267-009 43.598 SOFT. 0.1.001 AC. APN. 134-090-013 INST.NO. 398449, REC. 11-14-1989 SE TION 25 ir. 28.9 [R* 7W.9 8029mo r-- -- 1 N 89-2140 w 30' R/W GRANTED TO COUNTY PER BOOK NO. 757 OF DEEDS, PG'S. 358-359. 4-18-1928 L L A 3947 PCL 2 760.72' TO R/W ANG. PT. t WI O I N , I M o' z I E. LINE PCL. 2 OF LLA 3947. PER i INST.NO. 21076. REG 1-21-1948 I T I i r 1 2 INN 928-P _ _ _ _ _ _ _N_89-23-29 W 2639. _ 74 CTR SEC 24 --------N 89-23-29 W 13/9.87' -------- (N 89-23-14 W 1319.97' R6) SEARCHED, FD. NOTHING. POINT ESTABLISHED BY �I LEAST SQUARES METHOD FROM PT # 136. 152 .R 248 ON RIVERSIDE COUNTY RAMP MAP 2 E. 3 S - 7W I I I t I 1 t .I N) r o+) N I APN 134-080-009 W I MI 09 ( MI SI z I I QI �I NI .I N �9 W I W I Z J I z No I U e TO E. LIN€ OF W 838.50' OF SE 1/4 N 89-21-40 W 481.20' w 67' ROAD EASEMENT TO COUNTY PER-- INST.NO. 25216, REC. 1-15-2002 + N . - N 89-21-40 W 481.20'- ' - N 89_21_40 W 227.34'--------- , - CLOVERDALE TO C/L INT. zn TO R/W ANG. PT. N 89-21-40 W 760.72' I I t i I I WI W. LINE PCL. 1 OF LLA 3947, PER dl INST.NO. 21076. REC. 1-21-1998 NI aD M O) dI Z. APN 134-080-013 mi N 89-21-40 W 990.35' 30' R/W GRANTED TO COUNTY PER BOOK N0. 757 OF DEEDS. PG'S. 358-359. 4-18-1928 �.�`,� ;r ROAD EASEMENT TO COMITY PER ---c, 30 R/W GRANTED TO COUNTY PER THE AVERAGE CONVERG€NCE FOR THIS PAT THE a. �%my @ N0. 757 OF DEEDS. PG`S. 358-359. 4-18-1928 `:`. tO TO N. i/4 CDR SEC 25 N 89-21-40 W 2639.37' (N 89-21-43 W 2639.34' R6) TO NE COR. SEC 25 - - IS - 00-42-52. 160 _ _ _ ------------.-----------------------C/L-•------• ----------------SECTION INTERSECTION OF CLOVERDALE N 89-21-40 W 990.38' • INDICATES FOIA MOMAIENT AS NOTED. W - ----------------------- RD. d "MR AYE. ----- --- TO C/L INT. CLEVELAND AVE. c �I ROAD s£C71�1 LINE :LAND AVE. N 89-21-40 W 1742.92'uj M - CSFB INDICATES COUNTY SURVEYORFIELD BOOK. N 3 !!/ 7 =-00-42-52 W� F0. i' IRON PIPE WiTH TAG LS 2386. - - - - - - - - - - - - - - - - - - - - - - - > CSTB INDICATES CITY SURVEYOR TIE BOOK. N 88-19-10 W � ON 0.6'. ACCEPTED AS EAST 1/4 CORNER 120 CSCR INDICATES COUNTY SURVEYOR CORNER RECORD. d SECTION 24 PER RS 57/61 NM COR, NEI/4, SEi/4, SEC 24 (R#) INDICATES RECORD DATA AS NOTED BELOW (N 89-23-14 W 2639.93' R6) I R1 RS 52/30 R7 INST.NO. 25215, REC. 01-15-2002. -------------''�'------------R2 N 89-23-29 W 1319.87 RS 62/39 R8 INST.NO. 48701, REC. 01-29-2002. (N 89-23-14 W i319.97 R6) J � r 80 R3 MB 310/82-89 R9 INST.NO. 48698, REC. 01-29-2002. � R4 MB 326/5-12 RiO INST.NO. 532997. REC. 10-30-2001. I RS PM 198/74-76 R11 INST.NO. 48697, REC. 01-29-2002. W R6 RIVERSIDE COUNTY R12 INST.NO. 48696. REC. 01-29-2002. Z SURVEY MAP. Rt3 CALTRANS MONUMENTATION MAP NO. 2 & 3S - 7W 453701 (RIV.CO. MAP 205/126). Q I 40 R14 RIV.CO. MAP 925-U. x ( 30 R15 MB 275/11-18. SCALE. 1" 40' 20 Rib RS 57/61 V10R17 MB 327/11-15 0 BASIS OF BEARINGS: CT 0 21909 R 7 GU 0 O i r 4 9 �Q ON • THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS 83, ZONE 6, BASED LOCALLY ON GPS STATIONS 'CLAR', 'CRFP' AND "MLFP". EPOCH 2000.35. NOTES: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYiNG GRID DISTANCES BY A COMBINATION FACTOR OF 1.000009610. DERIVED AT THE INTERSECTION OF CLOVERDALE ROAD AND HAMNER AVENUE. PARCEL NO. 003 HAS BEEN ELIMINATED FROM THIS PROJECT AND DOES NOT APPEAR IN THIS MAP. --------------- APN 134-080-013 mi N 89-21-40 W 990.35' 30' R/W GRANTED TO COUNTY PER BOOK N0. 757 OF DEEDS. PG'S. 358-359. 4-18-1928 �.�`,� ;r ROAD EASEMENT TO COMITY PER ---c, 30 R/W GRANTED TO COUNTY PER BOOK--t=_�. a. INST.NO. 025215. REC. 1-15-2002 N0. 757 OF DEEDS. PG`S. 358-359. 4-18-1928 `:`. tO TO N. i/4 CDR SEC 25 N 89-21-40 W 2639.37' (N 89-21-43 W 2639.34' R6) TO NE COR. SEC 25 - - _ _ _ ------------.-----------------------C/L-•------• ----------------SECTION '. ------------------------------------- N 89-21-40 W 990.38' Li18 SW CDR SEi/4 SEi/4% - ----------------------- ----------------- ----- --- TO C/L INT. CLEVELAND AVE. c N 89-21-40 W 2310.06' — ROAD s£C71�1 LINE :LAND AVE. N 89-21-40 W 1742.92'uj M - N 3 !!/ ---------------- - - - - - - - - - - - - - - - - - - - - - - - - > / N 88-19-10 W - 439.38' ------ N 7---,= ---.--- 7D R/w PCL . 1 N 89-53-28 W ' 216-16' N 88-55-29 W 466.461 N G•221s87'�� N 79-23-22 W - 61.01' N 89-21-37 W - 44.60' 1 PARCEL .', N 86-49-15 W - 45.12' 0267-009 ROAD EASEMENT TO COUNTY PER 43,598 50.FT. iNST.NO. 048701. REC. 1-29-2002 1.001 AC. N 79-23-22 W - 160.86' Q APN 134-090-011 INST.NO. 398449. REC. i1-14-1989 SECTION 25 ire 2209 ilii• U W09 89 2 4HO �zsv-joom :j THE AVERAGE CONVERGENCE AMBLE FOR THIS PTBIECT IS - 00-42-52. AT THE INTERSECTION OF CLOVERDALE ' d ISR A 7 =-00.42-52 SCALE: T" 40' 0 M M., 40 30 20 10 0 M1s 0 z dw RIGHT OF WAY INFiiii TION (N 00-03-13 E - 124.51' R7) Z t1}}R 145' 1 30' I 60' N 47-48-23 E - 46.96' 1 I-135' O (N 47-04-23 E- 47.01' RI) I 1 w N 41-50-09 W - 59.90' I I Z+ ( (N 42-33-13 W - 59.90' R9) 3066.97' --- N 04-45_03r I ----------------- IN 85-03-13 W - 40.15' RIO) E lR) , Q - (N 00-03-13 W RIO) N 84-19-13 W - 40.16 N 00-39-51 E- 9.08' 3 F IN 00-03-13 W R10) «� 1 N 00-39-51 E - 9.09' i TOTAL C/L I b I. I rN 85-03-13 1, Efl- - - - "" I N 84-tg-1 109'95 R9) N 84-19-13 W - 31.67' o` o -----------�- „ CURVE I M m!M 1 I ��_; 3 W 109.95' (N 85-03-13 W - 32.71' R9) m0 --------- `° _ ; o A j 1" I ; (90-35* i $ _ I � 90335 R9 (N 89-21-43 W 2639.34' R6) ( I L -7 - - 1 ) - - TO N. 1/4 CDR SEC 25 N 89-21-40 W 2639.37' - - '))� (O� ;,--- - - - -- - - - - -g N 79- V I , y --- ---- 1 ----- (M 79..58_-26 ivSECTION LINE N 89-21-40 W 329.30'' cQ1 I ; 1� 1 A - 26 M R9 j - - - - - - - - WCLOVERDA --B ___ - N'== _ 2 1 n22 -- _ i ----, --------- -----------SECTIO+ LINE----------------- _ ' , LE ROAD D 65.97• -' �_ _ = 94.26` _ �+ - N 87-38-55 W 1245.29' tN 88-22-39 W -------------- --, -- ----T---- ----- -T 1 124.fi6%�,'_� --- --------------------------EXiSTt(� C/L---to - an Ir TO _ _ _ " 1 ; �- - - - An aj© I B ! ' -" N 84-19-13 W 491.89' } IN ------ C/L---------- -. _ R�Ip ANG. PT. I '_+ \� ! I 1 ( 85-03-13 W 491.15' R79}- PER RIV.CO. MAP 925-0---__- 1 a � ) --- fsp.8fi, 3 -i j NIM i t LIMONITE - N 79-23-22 W % L -- ------J 1246.71' R14) TO C/L BC - @LBAv@v9A9@o • INDICATES FOUND MONUMENT AS NOTED. CSFB INDICATES COUNTY SURVEYOR FIELD BOOK. CSTB INDICATES COUNTY SURVEYOR TIE BOOK. CSCR INDICATES COUNTY SURVEYOR CORNER RECORD. (110) INDICATES RECORD DATA AS NOTED BELOW R1 RS 52/30 R7 INST.NO. 25215. REC. 01-15-2002. R2 RS 62/39 R8 INST.NO. 48701, REC. 01-29-2002. R3 )B 310/82-89 R9 INST.NO. 48698. REC. 01-29-2002. R4 MB 326/5-12 R10 INST.NO. 532997, REC. 10-30-2001. R5 PM 198/74-76 R11 INST.NO. 48697, REC. 01-29-2002. R6 RIVERSIDE COUNTY R12 INST.NO. 48696. REC. 01-29-2002. SURVEY MAP, R13 CALTRANS MONUMENTATION MAP NO. 2 d 3S - 7W 453701 (RIV.CO. MAP 205/126). R14 RIV.CO. MAP 925-0. R15 MB 275/11-18. R16 RS 57/61 R17 MB 327/11-15 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS 83, ZONE 6. BASED LOCALLY ON GPS STATIONS "CLAR", "CRFP" AND "MLFP". EPOCH 2000.35. NOTES: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS SPECIFIED OTHERWISE. GRAND DISTANCES MAYBE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION( FACTOR OF 1.000009610, DERIVED AT THE INTERSECTION OF CLOVERDALE ROAD AND HAMMER AVENUE. PARCEL NO. 003 HAS BEEN ELIMINATED FROM THIS PROJECT AND DOES NOT APPEAR IN THIS MAP. ------ SECTION LINE ------ I�' J �= 05-19-58 R = 3 , --------------------- _ p _05_20,24 D yOO T = 139.71' L = 279.22' R14) -_R *7-- _ T_- 139.40' L = 27-- - R = 2999.97' --------- •E AVENUE ----------- i I +"� 11 _-_ -------------------------- 4,'% - N 05 -OT -34 E iRt --1' I i -------------- 2924.9? ----------- I 67') (,� i / / , N 87-34-51 W 397.79' (N 88-18-42 W 396.76' Rff} 1__--_---r y ----I ( N 84-19-13 W - 18.29' IN 85-03-13 W R11) Q o� I I < ------------,---L---� ---- N 02-25-18 E - 20.04' (N 01-41-18 W - 20.03' R12) �q Z% N 41-59-35 W- 49.40' 1 ® II r [' o IN 42-43-35 W - 49.41' R8) I' 37' 30' I N 84-19-13 W - 30.07' (85-03-13 W - 30.07' R12) gam, I ( 1 ( I I N 48-09-35 E - 29.20' (N 47-25-44 E - 29.20' R12) CN40' ) I ! ' I --- ROAD EASEMENT TO COUNTY PER r' ! Go M M 112 I ��--- INST.NO. 048696, REC. 01-29-2002O �O 30' CONVEYED TO STATE PER INST.NO. 396. -►___- 1 ( I I O Q REC. 01-8-1943 IN BK. 569, PG. 86 OR 162' N 00-38-32 E - 127.15' `.t1 67' N 1 w 3 60 1 15 1 Y0 • • 9 • 0 • 9 • • a ` • (N GO -05-I9 W - 127.15' Rt2} ` lig N c" .o '- "; !� M o I I---.==�-' 60' EASEMENT CONVEYED TO STATE I� c $ I I PER DEED REC. 12-01-1942 IN ~' �. 1',� z 'F- I I ,,- BK. 562, PG. 332 OR n %`.I IwZ- 1 I. U o LS � 0 9 U ll• U� e 9 �• IJ a tllJtl • O I `� I '' MONUMENT DESCH01piro(ON IN. ® FD. FLARED IRON PIPE WITH PLASTIC PLUG. ILLEGIBLE. ON 1.8'. IN CAPPED WELL, ACCEPTED AS SECTION CORNER PER MB 275/11-18 AND RS 52/30 © FD. 1 1/2" COPPERCLAD MONLI ENT WITH PUNCH MARK, ON 0.1'. FOR C/L INTERSECTION OF LIMONITE AVE. WITH HAM1tER AVENUE. PER MB 275/11-18 3 ❑3 `) ( ' N 10-24-50 E - 90.09' IN 09-40-59 E - 90.09' R12) c .31 1 30• !f R/W VARIES I I If FD 1" IRON PIPE. WITH PLASTIC PLUG ? I ( MARKED LS 5529, FOR C/L INTERSECTION I 1 OF HAMNER AVENUE WITH OAKDALE STREET I I 1 PER MB 275/11-18 ( I ' 60' I OAKDALE STREET I I I - •---------- I --- LINE DATA --- --- MEASURED --- --- RECORD --- SE COR, NEI/4, SEI/4 DISTANCE BEARING DISTANCE 1 N 79-23-22 W 221.87' (N 80-07-22 W 221.87' R8) 2 N 00-38-32 E 17.40' (N 00-05-19 W 1 17.40' R14) RADIUS TANGENT LENGTH DELTA 1 LENGTH 1❑ ROAD EASEMENT TO COUNTY PER INST.NO. 025215. REC. 01-15-2002 FD. 1' IRON PIPE WITH TAG LS 2386. 2999.97' ----- ! ' ' ROAD EASEMENT TO COUNTY PER INST.NO. 552204, REC. 12-21-1998 ON 0.6'. ACCEPTED AS EAST 1/4 CORNER ti I I 67' 1 F_3� ROAD EASEMENT TO COUNTY PER INST.NO. G48701, REC. 01-29-2002 SECTION 24 PER RS 57/61 138.38' R8) o: w 04-06-43 I 1 220.11' 1 (04-06-43 3067.00' - - - - 220.11' RB) G 00-48-27 1 2932.97' ----- 1 41.34' (00-51-18 2933.00' - - - - 43.77' R9) Q ROAD EASEMENT TO COUNTY PER INST.NO. 552203. REC. 12-21-1998 S at pn 37'-+J 30' ' 60' Q ROAD EASEMENT TO COUNTY PER INST.NO. 023702, REC. 1-22-1991 O(�� E CT�r 21 4o z 127' ® ROAD R/W GRANTED TO COUNTY PER INST.NO. 088652. REC. 7-6-1973 nn inn (� �� nn z I w - __--- 60' EASEMENT CONVEYED TO STATE PER ''- Q7 ROAD EASEMENT TO COUNTY PER INST.NO. 552206, REC. 12-21-1998 u . .s, w . w • • .Uwe OR 563/110, REC. 12-01-1942 i ,,-'�� ® ROAD EASEMENT TO COUNTY PER INST.NO. 048698. REC. 1-29-2002 II Q ROAD EASEMENT TO COUNTY PER INST.NO. 532997, REC. 10-30-2001 R/W VARIES N 08-20-25 E - 59.89' I 1 '1O M ' ROAD R/W GRANTED TO COUNTY PER INST.NO. 069713- REC. 9-27-1957 (N 07-37-21 E - 59.89' 117) �.'"'�' • II �' ROAD EASEMENT TO COUNTY PER INST.NO. 552205, REC. 12-21-1998 I .o 0 I M N+ 1 2 ROAD EASEMENT TO COUNTY PER INST.NO. 048697. REC. 01-29-2002 to I I n' ' °' cn 13 ROAD EASEMENT TO COMITY PER INST.NO. 048696, REC. 01-29-2002 30' CONVEYED TO STATE PER INST.NO. 396. -- -�c,_� w REC. 01-8-1943 IN BK. 569. PG. 86 ORI' rn a, 10 z o W = I C� �i ©I it g ., VI,A N00-39-51 E - 124.51' (N 00-03-13 E - 124.51' R7) Z t1}}R 145' 1 30' I 60' N 47-48-23 E - 46.96' 1 I-135' O (N 47-04-23 E- 47.01' RI) I 1 w N 41-50-09 W - 59.90' I I Z+ ( (N 42-33-13 W - 59.90' R9) 3066.97' --- N 04-45_03r I ----------------- IN 85-03-13 W - 40.15' RIO) E lR) , Q - (N 00-03-13 W RIO) N 84-19-13 W - 40.16 N 00-39-51 E- 9.08' 3 F IN 00-03-13 W R10) «� 1 N 00-39-51 E - 9.09' i TOTAL C/L I b I. I rN 85-03-13 1, Efl- - - - "" I N 84-tg-1 109'95 R9) N 84-19-13 W - 31.67' o` o -----------�- „ CURVE I M m!M 1 I ��_; 3 W 109.95' (N 85-03-13 W - 32.71' R9) m0 --------- `° _ ; o A j 1" I ; (90-35* i $ _ I � 90335 R9 (N 89-21-43 W 2639.34' R6) ( I L -7 - - 1 ) - - TO N. 1/4 CDR SEC 25 N 89-21-40 W 2639.37' - - '))� (O� ;,--- - - - -- - - - - -g N 79- V I , y --- ---- 1 ----- (M 79..58_-26 ivSECTION LINE N 89-21-40 W 329.30'' cQ1 I ; 1� 1 A - 26 M R9 j - - - - - - - - WCLOVERDA --B ___ - N'== _ 2 1 n22 -- _ i ----, --------- -----------SECTIO+ LINE----------------- _ ' , LE ROAD D 65.97• -' �_ _ = 94.26` _ �+ - N 87-38-55 W 1245.29' tN 88-22-39 W -------------- --, -- ----T---- ----- -T 1 124.fi6%�,'_� --- --------------------------EXiSTt(� C/L---to - an Ir TO _ _ _ " 1 ; �- - - - An aj© I B ! ' -" N 84-19-13 W 491.89' } IN ------ C/L---------- -. _ R�Ip ANG. PT. I '_+ \� ! I 1 ( 85-03-13 W 491.15' R79}- PER RIV.CO. MAP 925-0---__- 1 a � ) --- fsp.8fi, 3 -i j NIM i t LIMONITE - N 79-23-22 W % L -- ------J 1246.71' R14) TO C/L BC - @LBAv@v9A9@o • INDICATES FOUND MONUMENT AS NOTED. CSFB INDICATES COUNTY SURVEYOR FIELD BOOK. CSTB INDICATES COUNTY SURVEYOR TIE BOOK. CSCR INDICATES COUNTY SURVEYOR CORNER RECORD. (110) INDICATES RECORD DATA AS NOTED BELOW R1 RS 52/30 R7 INST.NO. 25215. REC. 01-15-2002. R2 RS 62/39 R8 INST.NO. 48701, REC. 01-29-2002. R3 )B 310/82-89 R9 INST.NO. 48698. REC. 01-29-2002. R4 MB 326/5-12 R10 INST.NO. 532997, REC. 10-30-2001. R5 PM 198/74-76 R11 INST.NO. 48697, REC. 01-29-2002. R6 RIVERSIDE COUNTY R12 INST.NO. 48696. REC. 01-29-2002. SURVEY MAP, R13 CALTRANS MONUMENTATION MAP NO. 2 d 3S - 7W 453701 (RIV.CO. MAP 205/126). R14 RIV.CO. MAP 925-0. R15 MB 275/11-18. R16 RS 57/61 R17 MB 327/11-15 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS 83, ZONE 6. BASED LOCALLY ON GPS STATIONS "CLAR", "CRFP" AND "MLFP". EPOCH 2000.35. NOTES: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS SPECIFIED OTHERWISE. GRAND DISTANCES MAYBE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION( FACTOR OF 1.000009610, DERIVED AT THE INTERSECTION OF CLOVERDALE ROAD AND HAMMER AVENUE. PARCEL NO. 003 HAS BEEN ELIMINATED FROM THIS PROJECT AND DOES NOT APPEAR IN THIS MAP. ------ SECTION LINE ------ I�' J �= 05-19-58 R = 3 , --------------------- _ p _05_20,24 D yOO T = 139.71' L = 279.22' R14) -_R *7-- _ T_- 139.40' L = 27-- - R = 2999.97' --------- •E AVENUE ----------- i I +"� 11 _-_ -------------------------- 4,'% - N 05 -OT -34 E iRt --1' I i -------------- 2924.9? ----------- I 67') (,� i / / , N 87-34-51 W 397.79' (N 88-18-42 W 396.76' Rff} 1__--_---r y ----I ( N 84-19-13 W - 18.29' IN 85-03-13 W R11) Q o� I I < ------------,---L---� ---- N 02-25-18 E - 20.04' (N 01-41-18 W - 20.03' R12) �q Z% N 41-59-35 W- 49.40' 1 ® II r [' o IN 42-43-35 W - 49.41' R8) I' 37' 30' I N 84-19-13 W - 30.07' (85-03-13 W - 30.07' R12) gam, I ( 1 ( I I N 48-09-35 E - 29.20' (N 47-25-44 E - 29.20' R12) CN40' ) I ! ' I --- ROAD EASEMENT TO COUNTY PER r' ! Go M M 112 I ��--- INST.NO. 048696, REC. 01-29-2002O �O 30' CONVEYED TO STATE PER INST.NO. 396. -►___- 1 ( I I O Q REC. 01-8-1943 IN BK. 569, PG. 86 OR 162' N 00-38-32 E - 127.15' `.t1 67' N 1 w 3 60 1 15 1 Y0 • • 9 • 0 • 9 • • a ` • (N GO -05-I9 W - 127.15' Rt2} ` lig N c" .o '- "; !� M o I I---.==�-' 60' EASEMENT CONVEYED TO STATE I� c $ I I PER DEED REC. 12-01-1942 IN ~' �. 1',� z 'F- I I ,,- BK. 562, PG. 332 OR n %`.I IwZ- 1 I. U o LS � 0 9 U ll• U� e 9 �• IJ a tllJtl • O I `� I '' MONUMENT DESCH01piro(ON IN. ® FD. FLARED IRON PIPE WITH PLASTIC PLUG. ILLEGIBLE. ON 1.8'. IN CAPPED WELL, ACCEPTED AS SECTION CORNER PER MB 275/11-18 AND RS 52/30 © FD. 1 1/2" COPPERCLAD MONLI ENT WITH PUNCH MARK, ON 0.1'. FOR C/L INTERSECTION OF LIMONITE AVE. WITH HAM1tER AVENUE. PER MB 275/11-18 3 ❑3 `) ( ' N 10-24-50 E - 90.09' IN 09-40-59 E - 90.09' R12) c .31 1 30• !f R/W VARIES I I If FD 1" IRON PIPE. WITH PLASTIC PLUG ? I ( MARKED LS 5529, FOR C/L INTERSECTION I 1 OF HAMNER AVENUE WITH OAKDALE STREET I I 1 PER MB 275/11-18 ( I ' 60' I OAKDALE STREET I I I - •---------- I --- LINE DATA --- --- MEASURED --- --- RECORD --- BEARING I DISTANCE BEARING DISTANCE 1 N 79-23-22 W 221.87' (N 80-07-22 W 221.87' R8) 2 N 00-38-32 E 17.40' (N 00-05-19 W 1 17.40' R14) ------------------- N 89-39-35 E 155.86' (N 88-55-44 E 155.86' R11) T U F a r 0 z --- CURVE DATA --- --- MEASURED --- --- RECORD --- DELTA RADIUS TANGENT LENGTH DELTA RADIUS TANGENT LENGTH A 05-02-27 2999.97' 132.05' 263.93' (11-30-00 1500.00' 151.03' 301.07' R9) B 04-29-14 2999.97' ----- 234.94' C 00-55-44 2999.97' ----- 48.64' D 00-33-13 2999.97' ----- 28.99' E 02-42-38 2924.97' ----- 138.37' (02-42-38 2925.00' - - - - 138.38' R8) F 04-06-43 3066.97' ----- 1 220.11' 1 (04-06-43 3067.00' - - - - 220.11' RB) G 00-48-27 1 2932.97' ----- 1 41.34' (00-51-18 2933.00' - - - - 43.77' R9) 0 INDICATES FOUND MONUMENT AS NOTED. CSFB INDICATES COUNTY SURVEYOR FIELD BOOK. CSTB INDICATES COUNTY SURVEYOR TIE BOOK. CSCR INDICATES COUNTY SURVEYOR CORNER RECORD. (R#) INDICATES RECORD DATA AS NOTED BELOW Rt RS 52/30 R7 INST.NO. 25215. REC. 01-15-2002. R2 RS 62/39 R8 INST.NO. 48701, REC. 01-29-2002. R3 MB 310/82-89 R9 INST.NO. 48698, REC. 01-29-2002. R4 MB 326/5-t2 RIO INST.NO. 532997, REC. 10-30-2001. R5 PM 198/74-76 R11 INST.NO. 48697, REC. 01-29-2002. R6 RIVERSIDE COUNTY R12 INST.NO. 48696, REC. 01-29-2002. SURVEY MAP, R13 CALTRANS MDUUMENTATION YAP NO. 2 d 3S - 7W 453701 (RIV.CO. YAP 205/126). R14 RIV.CO. MAP 925-0. R15 MB 275/11-18. R16 RS 57/61 R17 MB 327/11-15 BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM!, CCS 83, YDtE 6, BASED LOCALLY ON GPS STATIONS 'CLAR'. 'CRFP' AND 'MLFP'. EPOCH 2000.35. NOTES: ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES UNLESS SPECIFIED OTHERWISE. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING GRID DISTANCES BY A COMBINATION FACTOR OF 1.000009610. DERIVED AT THE INTERSECTION OF CLOVERDALE ROAD AND HAMNER AVENUE. PARCEL NO. 003 HAS KEN ELIMINATED FROM THIS PROJECT AND DOES NOT APPEAR IN THIS MAP. quo SECTION 1` tl o 2869 fi l O W 0 9 r9• B •ll a THE AVERAGE CONVERGENCE ANILE FOR THIS PROJECT IS - OD -42-52. AT THE INTERSECTION OF CLOVERDALE RD. d HAMER AVE. 1 =-00-42-52 SCALE; r - 40' FD. 2' DIA. BRASS CAP FL. SET IN CONCRETE, STAMPED 'CALIF. DEPT. OF TRANSPORTATION, CL LIMONITE 1008+24 +/- B.C.' V/PUNCH MI C. ON. 0.15' PER N.T.S. RIVERSIDE COUNTY SURVEY MAP 205/126-127 TO C/L INT. HAMNER AVE 87-38_-55_IY_ 1245.29' EXISTING C/L ------ - L I ICON I TE AVENUE 0.47' DD Cg4Ql= 'yaw (N. T. S. ) — N 89-39-38 W 1050.32' IN 89-36-49 ,4*osxmr•o,, FD. 60d SPIKE d BRASS TAG ON. 0.2'. STAMPED "COUNTY SLRVEYOR'. PER RIVERSIDE COUNTY SURVEY WAP 205/126-127. IN LIEU OF i' IP W/CO(N(TY SURVEYOR TAG. DN. 0.1' PER CSFB 1025. PG. 64 0 = 02-00-43 R = 14.499.86' T = 254.61' L = 509.16' / SECTION LINE / SECTION LIME — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — •- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —/ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - FD. 2' DIA. BRASS CAP FL. SET IN CONCRETE. STAMPED 'CALIF. / DEPT. OF TRANSPORTATION, CL LIMONITE IODB+24 +/- B.C.' / LIMONITE W/PI�H MARK, ON. 0.15' PER RIVERSIDE COUNTY SURVEY MAP _ — TO C/L INT. 205/126-127 �10 so Wa �, ------------------- HAMNER AVE N 87-38-55 W 1245.29' IN 88-22-39 W AVENUE -----EXISTING C/L--------------------------------------------------- 1246.71' Rio) — _ _ ------ _ _ -- _ tL�= 02-�-32 R 14.500.00' T = 254.22' L = 508.40' R13) — - � ----- ----*- ------------------------PROPOSED C/L---------------------------------------------------------- (,--------- -------------- -- --a----------------------------__ 0 = 02-00-43 R = 14.499.86' ------ =_____ ---.,..��M_.._MM_.._�,,_ - T - 254.61` ' L - 509. f6 —.._� 795.71' (796.80' R14) ♦ 254.61' (254.22' R13I �! FD. 2' DIA. BRASS CAP FL. SET IN CONCRETE, STAMPED 'CALIF. DEPT. OF TRANSPORTATION, CL LIMONITE 1008+24 +/- B.C.' V/PUNCH MI C. ON. 0.15' PER N.T.S. RIVERSIDE COUNTY SURVEY MAP 205/126-127 TO C/L INT. HAMNER AVE 87-38_-55_IY_ 1245.29' EXISTING C/L ------ - L I ICON I TE AVENUE 0.47' DD Cg4Ql= 'yaw (N. T. S. ) — N 89-39-38 W 1050.32' IN 89-36-49 ,4*osxmr•o,, FD. 60d SPIKE d BRASS TAG ON. 0.2'. STAMPED "COUNTY SLRVEYOR'. PER RIVERSIDE COUNTY SURVEY WAP 205/126-127. IN LIEU OF i' IP W/CO(N(TY SURVEYOR TAG. DN. 0.1' PER CSFB 1025. PG. 64 0 = 02-00-43 R = 14.499.86' T = 254.61' L = 509.16' ---t------------ - N 87-38-55 V - 1.93' 1051.02' R14) — FO. 60d SPIKE & BRASS TAG ON. 0.2'. STAMPED 'COUNTY SURVEYOR'. PER RIVERSIDE COUNTY SURVEY MAP 205/126-127, IN LIEU OF 1' IP W/COUNTY SURVEYOR TAG, ON. 0.1' PER CSFB 1025, PG. 64 SECTION 30 To 2819 12e M9 09 so m •111711• FO. 2' BRASS CAP FL. SET IN CONCRETE. STAMPED 'CALIF. DEPT. OF TRANSPORTATION. CL LIMONITE 1013+33.01 E.C.' PER RIVERSIDE COUNTY SURVEY MAP 2D5/126-127. MONUMENT LIES N 89-39-38 W. 0.33' OF TRUE POSITION all 120 Ull 40 30 20 t0 0 mss. i • 1 L L J I . 1 L1J ,fb0 Vi. 1 . Ll. N 89-_39-38 W -�11_27.04' -35 W 112699 )------_N89-39 ------ FD- 2 1/2 "DIA. BRASS CAP SET FL. — IN CONCRETE BRIDGE DECK STAMPED , "CALIF. DEPT. OF TRANSPORTATION' PER RIVERSIDE COUNTY SURVEY MAP 205/126-127 1 I 1 I 1 tn i � �