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I . r•1 �<r� KALMIA I AVE. Iv o N. .S. m \AVENUE eLu IRONWOOD SPRUCE AVENUE 64 MORENO TO IMORENO VALLEY I ■ ■ I UmcgmmFg)(D) Q U u�.II Do 1�1RIM `&T�, IEF U I��-_\ i I _ ` PROJECT \ LIMITS `\ f-- I r-,♦ •. _ 1200 / 1 W > LJ 1 \ 1 ! I 900 / \ W crO 0 O W 2 1- 1lv ®■ TO BMAVING / 1 \ 1 600 -f J'------ lFXl STING)" ST / f 2 � � --------------- c — '��. 1" L 300 250 SCALE: 1" = 300' 500 / ♦. 100 I 50 / I 0 - - �' ♦r"_ Y- '. / �� \ y I I V F \ / ' j -------------------- _ _ _ _ _ _I_ _ _ _ _ _ — _ _ _ _ — _ I _ _ _ _ -----—-- —_ — _ — _ _ _ _ _ \ / _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____I____-_ - - -- -- ---1-------- -------- AVENUE E- u) r . --IRONWOOD 1 /I I \/ I I I LL_ 1 � I 1 _ I O I ' ------------------J ' C� I 1--- ' I 1 1 i 1 ' : , 4 I 1 I I -------------------------------------------------- 7-90w ---------- COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT DAVID E. BARNHART, DIRECTOR q.� COUNTY SURVEYOR DIVISION MARK S. BERNAS, COUNTY SURVEYOR DATE: SHEET MAP 90aLEEo l°° o �oo� IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA NOR My- OF-�Q%9 mapQ REVISIONS DRAWN BY: D. DOERS 7 Ilt o U mg'a ADD MONUMENTATION DDD 7-21-99 Q RS 91/21-22, RS 97/63-66 INDICATES FOUND MONUMENT AS NOTED. CHECKED BY K. TEICH RS 99/61-90, RIV.CO. MAP 772 -JJ INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED " R.C.T.D. 1999", W/N&T I'X" WORK ORDER NO A2-0507 TES, FLUSH, AND STATION AS INDICATED, UNLESS OTHERWISE NOTED. VICINITY: SEC'S. 31, 32, T. 2S., R. 2W„ S.B.M., SEC'S. 5, 6, T. 3S., R. 2W., S.B.M., SEC. 36, T. 25., R. 3w,. S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 0.1', UNLESS OTHERWISE NOTED. SURVEY NO.: 6135 ( ) INDICATES RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. (( )) INDICATES RECORD DATA PER R.C.F.B. 2117, S-5392. [ ] INDICATES RECORD DATA PER INST. NO. 018198, REC. 1-17-1997. [[ ]] INDICATES RECORD DATA PER RS 99/61-90. < > INDICATES RECORD DATA PER RS 97/63-66. R. F.B. INDICATES RIVERSIDE COUNTY FIELD BOOK. THIS MAP IS COMPILED FROM RECORD DATA. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, BEING N 86-30-34 E, FROM P.I. NO. 1 TO P.I. NO. 2, PER R.C.F.B. 2117, SUR. NO, 5392, COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT DAVID E. BARNHART, DIRECTOR q.� COUNTY SURVEYOR DIVISION MARK S. BERNAS, COUNTY SURVEYOR DATE: SHEET MAP 90aLEEo l°° o �oo� IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA NOR My- OF-�Q%9 mapQ REVISIONS DRAWN BY: D. DOERS REFERENCES: ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: A. CONTRERAS RS 91/21-22, RS 97/63-66 PROJECT IRONWOOD AVENUE CHECKED BY K. TEICH RS 99/61-90, RIV.CO. MAP 772 -JJ WORK ORDER NO A2-0507 INST. NO. 018198, REC. 1-17-1997 LIMITS: THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL VICINITY: SEC'S. 31, 32, T. 2S., R. 2W„ S.B.M., SEC'S. 5, 6, T. 3S., R. 2W., S.B.M., SEC. 36, T. 25., R. 3w,. S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. FIELD BOOK NO 2189 SURVEY NO.: 6135 RCFB 2117, S - 5392 MK. DESCRIPTIONS INITIAL DATESCALE- 1" = 3001 SHEET 1 OF 8 SHEETS !912 -SS SCALE 1" = 40' 160 120 40 20 10 0 1 F C' \ A I < r \ 2589.86' N 89-33-41 W >- -TO S.I/4 COR, SEC. 31 - - - - - - - - - - - - - - - - - - CC 1354.45' 33 N 89-33-24 W CC N 89-33-51 W 11 TO SE COR. GOVT. LOT 2 SECTION LINE -------------------------------- --------------- -------------------------------------- ----------------------- r I I ( f I I DEED, INST. NO. 018198, REC. 1-17-1997 Q FD. 1" S0. TOP PIPE W/RIV.CO.SUR. TAG, DN. 1. ', PER RCFB 2117, SUR. NO. 5392. SET 2" X 2" W/RIV,CO. SUR. TAG /N&T "X" TIES FLUSH. w 0 Q 0 w x I COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT DAVID E. BARNHART, DIRECTOR COUNTY SURVEYOR DIVISION I MARK S. BERNAS, COUNTY SURVEYOR APPROVED: DATE: IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA CjIT_Op_%TIQV ML�p PROJECT, IRONWOOD AVENUE LIMITS THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL VICINITY SEC'S. 31, 32, T. 2S., R. 2W„ S.B.M., SEC'S. 5, 6, T. 3S., R. 2W., S.B.M., SEC. 36, T. 2S., R. 3W„ S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. I MK. REVISIONS ADD MONUMENTATION DESCRIPTIONS DRAWN BY: DDD 7-21-99 CALCULATED BY. CHECKED BY WORK ORDER NO FIELD BOOK NO INITIAL ! DATE 1 SCALE D. DOERS A. CONTRERAS K. TEICH A2-0507 2189 SURVEY NO.. 6135 1" = 40' N&T "X" 10.1', ED. OD AVENUE, ). 5392. REFERENCES: RS 91/21-22, RS 97/63-66 RS 99/61-90, RIV.CO. MAP 772 -JJ INST. N0. 018198, REC. 1-17-1997 RCFB 2117, S - 5392 SHEET 2 OF 8 SHEETS !912 -SS 160 SCALE: 1" = 40' N 77-p5-45 E 0 31.90' r - - 77.35' _ 66.82' N 89-33-24 W - - - - - - Q = 01-59-07 77-05-45 E 6, R _ 936.3' 5.2 PARCEL 003'(1) - 05PARCE3C bol \\ 3,0O8671 AC. \ = I 49,320 SOFT, \ 1.132 AC. 9�0 5 / Z�s = 36-27-33 R = 856.00' T = 281.93' \ D= 132 5 �2 F - R' Og6� fi L = 544.70' \ ,�4,5 0 R • 24 W R/W N 89-33-24 W rn \ 456 05-45 E \ 1254,46' N 77 N 71-05-45 E Z O E 6. � 1292.11' JO E6' I ' / PARCEL D��QQ� �- 0507-0026 QCt`��lo40�o a 16,845 SOFT. 0.387 AC. D` 2°' 2 49 IZ 1N0 OT - - - --------- - - -N 89- -24 W 45 E 3554 \ N 77-05" 4165 I f C PARCEL 17,121 SOFT, 0.393 AC. 0. r cq l " _ 1 _ 1 N 12-54-15 W - 35.00' -- CURVE DATA -- O DELTA RADIUS TANGENT LENGTH A \ I \ / • 1 1-1%, 1 L _ I I 00-40-57 900.00' - - - < 2589.86' N 89-33-41W >- C 05-19-12 1044.00' - - - 96.94' D 09-18-43 1044.00' - - - SE COR. GOV'T. LOT 2 I CC 1354.46' 944.00' - - - N 89-33-51 W ]] -- - - ----------- 4.--------------------------- - - - - -135- - - - - - 184.29' N 89-33-24 W I • • SECTION LINE i w r, L"LI I U) . ♦ J ♦ J r 1 L_ \ J i - t APN 422-020-001 17,121 SOFT, 0.393 AC. 0. r cq l " _ 1 _ 1 N 12-54-15 W - 35.00' r ASE�EN�aF C � 3- 3" �yvv 1 1 I l/ I I 1 I 1 \ J \ I r 1 L_ \ J i APN 422-020-008 N ?, O5 -45 E TO S.1/4 COR. SEC. 31 J , ^ I , , /1 I , I , \A I /1 I , \ r - /' \ A I - r - J 1 APN 413-140-015 N 12-54-15 W - 44.00' U5U/-UU313 ^I 1,440 SOFT. 1 I 1 -TO S./4 COR. SEC. 31 - - - - 0.033 AC. 1 - �- 1235.25' N 89-33-24 W TO S.1/4 COR. SEC. 31 _225 p0' L N 77'010 49 CC 1235.38 N 89-33-27 W 11 - - - - - - - - - - 220.82' N 89-33-24 W 113.25' N 89-33 "---NW COR. GOVT. LOT 3 114 81 APN 422-030-001 Q PARCEL 1 0507-0028 35.00' N 12-54-15 W o 16,845 SO.FT. _ Al 3I -- CURVE DATA -- O DELTA RADIUS TANGENT LENGTH A 09-26-11 1000.00' - - - 164.70' B 00-40-57 900.00' - - - 136.38' C 05-19-12 1044.00' - - - 96.94' D 09-18-43 1044.00' - - - 169.68' E 0? -21-54 944.00' - - - 55.44' F 11-11-08 944.00' - - - 184.29' G 05-19-12 1094.00' - - - 101.58' r ASE�EN�aF C � 3- 3" �yvv 1 1 I l/ I I 1 I 1 \ J \ I r 1 L_ \ J i APN 422-020-008 N ?, O5 -45 E TO S.1/4 COR. SEC. 31 J , ^ I , , /1 I , I , \A I /1 I , \ r - /' \ A I - r - J 1 APN 413-140-015 N 12-54-15 W - 44.00' U5U/-UU313 ^I 1,440 SOFT. 1 I 1 -TO S./4 COR. SEC. 31 - - - - 0.033 AC. 1 - �- 1235.25' N 89-33-24 W TO S.1/4 COR. SEC. 31 _225 p0' L N 77'010 49 CC 1235.38 N 89-33-27 W 11 - - - - - - - - - - 220.82' N 89-33-24 W 113.25' N 89-33 "---NW COR. GOVT. LOT 3 114 81 APN 422-030-001 Q PARCEL 1 0507-0028 35.00' N 12-54-15 W o 16,845 SO.FT. _ Al 3I APN 422-030-002 PARCEL / 0507-003A(1) -\ 3,086 SOFT. \ PARCEL 0.071 AC. \\ 49,320 SOFT. 01 1.132 AC. \ EXISTING R/W REALIGNED R/W Q 0 �S &tk F C' 'ems '1l� 36 600 131.98' -� ---------------of--- ------ N 89-33-24 W SECTION LINE ''�'Jg'" CDi 26 3 51 D F R = 9Q4PIS EXISTING R/W _ 1 D REALIGNED R/W D" J \ J , , , - ^ J \ J , k A \ A / Y, I_ l A I I 47.12' - N 18-13-27 W (R) L' N I O I OI z I lR} r - r , \ A 0 INDICATES FOUND MONUMENT AS NOTED. REALIGNED R/W �$ I 1 O INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED " R.C.T.D. 1999", W/N&T "X" TIES, FLUSH, AND STATION AS INDICATED, UNLESS OTHERWISE NOTED. F � 0INDICATES SET 1" N.T.S c I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 0.1', ( UNLESS OTHERWISE NOTED. ( ) INDICATES RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. E Q-'-S'16-16-p9 (( )) INDICATES RECORD DATA PER R.C.F.B. 2117, S-5392. 10 E�7_p5"45 E 41.65 ,� `J-1 94-- 14 -rR� [[ ]] INDICATES RECORD DATA PER RS 99/61-90, INDICATES RECORD DATA PER INST, NO.98 REC. 1-17-1997. A25()."6 25 47645 9211 N �7_p5.45 E EXISTING R/W � 12 < > INDICATES RECORD DATA PER RS 97/63-66. R,C,F,B, INDICATES RIVERSIDE COUNTY FIELD BOOK. THIS MAP IS COMPILED FROM RECORD DATA. BASIS OF BEARINGS: Q�lo�o�o D THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, BEING N 86-30-34 E, FROM P.I. N0. 1 TO P.I. NO. 2, PER R.C.F.B. 2117, SUR. NO. 5392. !912 -SS r, J, I A 1 .- r, A r r \. L. I I APN 422-030-002 PARCEL / 0507-003A(1) -\ 3,086 SOFT. \ PARCEL 0.071 AC. \\ 49,320 SOFT. 01 1.132 AC. \ EXISTING R/W REALIGNED R/W Q 0 �S &tk F C' 'ems '1l� 36 600 131.98' -� ---------------of--- ------ N 89-33-24 W SECTION LINE ''�'Jg'" CDi 26 3 51 D F R = 9Q4PIS EXISTING R/W _ 1 D REALIGNED R/W D" J \ J , , , - ^ J \ J , k A \ A / Y, I_ l A I I 47.12' - N 18-13-27 W (R) L' N I O I OI z I lR} r - r , \ A 0 INDICATES FOUND MONUMENT AS NOTED. REALIGNED R/W �$ I 1 O INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED " R.C.T.D. 1999", W/N&T "X" TIES, FLUSH, AND STATION AS INDICATED, UNLESS OTHERWISE NOTED. F � 0INDICATES SET 1" N.T.S c I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 0.1', ( UNLESS OTHERWISE NOTED. ( ) INDICATES RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. E Q-'-S'16-16-p9 (( )) INDICATES RECORD DATA PER R.C.F.B. 2117, S-5392. 10 E�7_p5"45 E 41.65 ,� `J-1 94-- 14 -rR� [[ ]] INDICATES RECORD DATA PER RS 99/61-90, INDICATES RECORD DATA PER INST, NO.98 REC. 1-17-1997. A25()."6 25 47645 9211 N �7_p5.45 E EXISTING R/W � 12 < > INDICATES RECORD DATA PER RS 97/63-66. R,C,F,B, INDICATES RIVERSIDE COUNTY FIELD BOOK. THIS MAP IS COMPILED FROM RECORD DATA. BASIS OF BEARINGS: Q�lo�o�o D THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, BEING N 86-30-34 E, FROM P.I. N0. 1 TO P.I. NO. 2, PER R.C.F.B. 2117, SUR. NO. 5392. !912 -SS FA 'op -- L� �1UL=J V LS U � � � I1LIlJ ll L5�10 O f �J (b 1 ' �h 1000.00' - - - / o° 08-40-57 900.00' - - - 136.38' C 05-19-12 1044.00' - - - 96.94' D 09-18-43 1044.00' - - - ' E 03-21-54 944.00' - - - 55.44' F 11-11-08 10 184.29' G 05-19-12 1094.00' - - - I I CTR. SEC. 31 H 17-05-40 1000.00' - - - 298.36' 1 25-31-46 900.00' - - - 401.02' j 10-44-30 1044.00' - - - 195.72' K 11-08-23 944.00' - - - 183.54' r , - 35.30' M 02-25-43 I / � FC / 1111 � F< I\/I / �/ N L_ 1 / L_ \ / I �J t • 1 / - f` Q f / 73.60 ' P 15-10-39 K<45600'> 120.79' Q < 00 <3.80'> <265.20' ><30-23-23>R 08-15-26 72.06' S 18-29-02 161.30' T 01-24-31 - - - 10.92' U 03-25-08 500.00' - - - 2'9.83' 34-24-26 856.00' Ul -- L� �1UL=J V LS U � � � I1LIlJ ll L5�10 O 9 �J (b 1 ' �h 1000.00' - - - O o° 08-40-57 900.00' - - - 136.38' Ul APN 413-140-015 PARCEL / - 0507-003A(1) PARCEL 0507-003At2) - 468 SOFT. \ 0.011 AC. \ APN 413-140-012 20.00' N 39-26-06 W /A- 59 -73' A59.73' 190.27' N 50-33-54 E -- L� �1UL=J V LS U � � � I1LIlJ ll L5�10 O 9 �J (b 1 ' 4' 1000.00' - - - O B 08-40-57 900.00' - - - 136.38' C 05-19-12 1044.00' - - - 96.94' D 09-18-43 1044.00' - - - ' APN 413-140-015 PARCEL / - 0507-003A(1) PARCEL 0507-003At2) - 468 SOFT. \ 0.011 AC. \ APN 413-140-012 20.00' N 39-26-06 W /A- 59 -73' A59.73' 190.27' N 50-33-54 E ^ 3,086 SOFT. Jv -1 J' -REALIGNED R/W // a 4 = / 0.071 AC. 475.00 N 50-33-54 E 51.61 h, a 24-04-,3,3,' EXISTING R/W ` STA. 19.32. as \/ \\ 0;0� ��`,4 0507 0046 N 39-26-06 W / �' ^� - B•C. /�\ R N 39-26-06 W - 40.00GRANT DEED, PARCEL �o - Zg\ Q = ` 921.00• / INST. NO. 24246, 0507_003C 18,546 SQ.FT. T i �- B' \ 24, / REC. 3-7-1966 v I n , PARCEL o fl.426 AC. 32'44 L 387,01' / 49,320 SOFT. 02-52-02 `�% �,'<,� I ,' ! 0507-004A(1) W o " 31 -5th \ 79.80' R - 8560007 1.132 AC. R = 456.00' �; ' ,' o r,, h, L = 03-05-50 I O / 863 SOFT. R = 456.00' 35'15 iSZiNG 9 A ?A \ R / N 50-33-54 E L = 30.66' 25-00-29 T - 98.47' L cv, I 1.t I L =24.65' (13 06 95 12 E < �` _ 19,3 79, L = 22.82 �, ^�' `�' 16.58 EX fl N 39 .3 W 6.00. 1 E C ST S 47-18-41 E (R) N 40-38-1 > _ R - 444.00' 0 02Q AC. 35 E 26- N / '4 23 95.20 ---------------- < $0.2 < N 65-38-21 E > `�' I ( 4 /-_\\ ;R-106 �` 36-27 L 409.55' / ------------- 856'R. 52E> N 65-38-41E - < 17.50'> 2 3 169.40' N 50-33-54 E PARCEL B j \ 0 00 33 109.90' N 50-33-54 E < N 40-37 REALIGNED R/W / REALIGNED R/W ' C / - 340.46 N 50-33-54 E P 0507-002C 4 T = R Q ?631<©_ `T3�g`_ 235.75 L 856.00' V - - 25-00-29 T = 88.71' U U / P 03-38-56 < 135169 -E T = 281.93 L = 544.70 - <�'-----_--_- L` 174 O __ 18 ' 28,948 SOFT. E S7 36- \ = 463,05 - `� 12 E - _� 5- h / 15' E a 27_ a 40-3$" - - - ------ < R - 400.00'> h R = 500.00 cp 33 \ ~- - AVENUE 1 R ' 1044 0 �9�\ 8 -_�_ H_ REaL1GNED _ 0 IRONWOOD L -," <40 31 52 E > -1598.66' N 50-33-54 E TO C/L B.C. - 9 - _� 5 / f 154.55' l !N 3 170.49$ 0.665 AC. 4i \ _ _ _ 't / L - 31.84 - < N 35" 60 ♦ D 0 3\G R = ExlSr11V C/L._ -�- -_--- 112.89'-- -- �N ------------------------------------------------------------ ----REALIGNED C/L--------�------ -- ? \ O, 900 G C/L---------------------- -- ---------- -- REALIGNED C/L- - _�50-33-54 A�\ 00 - -__--_------------_--- 332.87' N 50-33-54 E - _- ---- N E N 50-33-54 E \ r =---------- = 03-54-07 _ - EXISTING -CIL- Y W E G d = 36 F \ \ 246.13' T 296.42'_ I _ 12 E 155 3g, > I R �4� / / 6 R = 04-Q7-55 EX GRIN X18 2>, L 38- < p = 25-00 29 T = 78.95' L = R = 37 0�0 / S C/L CURVE L = 39.23'0 15T�N 5�a5" 3 483.43' L 572.70 > - N 0 23' > °`f S 32-36-44 E (R) 500' R. c 1316 < N 35- 3 A = 01-09-26 40 R = 356.00 7 0'g' 1� srj R= \ v R=1044.00' < 8 E> 1 ��- 9440p 15.51' L =21.09' M 40.37 52 I /--------- 197-31' ------ REALIGNED R/W I \ 115.81 N 50-33-54 E < N REALIGNED R/W I N 50-33-54 E 532.28' N 50-33-54 E � 325.55' I N 50-33-54 E S 50-36-47 E (R) T = 310 91, 22 \ (1� \ ---------- (R- \ K � . L =137.42' +`, ` ,' � `, C ^ �= 21-06-07 R = 544.00' L 200.36 � �-- - I 2j \ L �= 08-20-25 - / -f = 600 7 I N 65-38-41E - < 17.5Q > N r EXISTING R/W \ 8 18, I < N 65-38-21 E > �� PARCEL I \ 0' _ R 944.0 544' R. 0507-004A(2) REALIGNED R/W \ N 38-16-40 W (R) -' S 38-16_-4.0 E (R) S 47 1 4 `' �� s S 51-05-46 E (R) (l( V \\ - - �_ PARCEL �tiv` O� `bas f -OC L --------`R-16.515 SOFT. S38 35 40 E (R) , o �0' R. (2t§) 0507-003At3) �^> Oq, �� (0:54C GRANTDEED, 0.379 AC. \ \ 944'R. S 46-56-05 -�,' O ^�°' O� "9 610,362 SOFT. INST. N0. 24247, M ' \ oo-------E (R) 48,322 SOFT. 4,865 SO.FT. �' 944, R 1.109 AC. 0.112 AC. �; REC. 3-7-1966 (t(� `� s `F 14.Q12 AC. IVJUU 01-09-26 R = 1159.00' L - 23.41' 89'`33 \ 354.69' N 50-33-54 E �y\ SSC 914.06' N 50-33-54 E A /0' \ r • , - , ` %. APN 422-030-002 \ �\�tiF Ta �r it /f F ` `" `" ` - o APN 413-140-014 `� f APN 413-140-01 rN �•� / F{ ♦ A r/7 /' v\ '< v\ v col"- I' 01- O O� 3 ?S 98986 -- L� �1UL=J V LS U � � � I1LIlJ ll L5�10 O 9 �J LENGTH A 4' 1000.00' - - - 1641.69' ^ 3,086 SOFT. Jv -1 J' -REALIGNED R/W // a 4 = / 0.071 AC. 475.00 N 50-33-54 E 51.61 h, a 24-04-,3,3,' EXISTING R/W ` STA. 19.32. as \/ \\ 0;0� ��`,4 0507 0046 N 39-26-06 W / �' ^� - B•C. /�\ R N 39-26-06 W - 40.00GRANT DEED, PARCEL �o - Zg\ Q = ` 921.00• / INST. NO. 24246, 0507_003C 18,546 SQ.FT. T i �- B' \ 24, / REC. 3-7-1966 v I n , PARCEL o fl.426 AC. 32'44 L 387,01' / 49,320 SOFT. 02-52-02 `�% �,'<,� I ,' ! 0507-004A(1) W o " 31 -5th \ 79.80' R - 8560007 1.132 AC. R = 456.00' �; ' ,' o r,, h, L = 03-05-50 I O / 863 SOFT. R = 456.00' 35'15 iSZiNG 9 A ?A \ R / N 50-33-54 E L = 30.66' 25-00-29 T - 98.47' L cv, I 1.t I L =24.65' (13 06 95 12 E < �` _ 19,3 79, L = 22.82 �, ^�' `�' 16.58 EX fl N 39 .3 W 6.00. 1 E C ST S 47-18-41 E (R) N 40-38-1 > _ R - 444.00' 0 02Q AC. 35 E 26- N / '4 23 95.20 ---------------- < $0.2 < N 65-38-21 E > `�' I ( 4 /-_\\ ;R-106 �` 36-27 L 409.55' / ------------- 856'R. 52E> N 65-38-41E - < 17.50'> 2 3 169.40' N 50-33-54 E PARCEL B j \ 0 00 33 109.90' N 50-33-54 E < N 40-37 REALIGNED R/W / REALIGNED R/W ' C / - 340.46 N 50-33-54 E P 0507-002C 4 T = R Q ?631<©_ `T3�g`_ 235.75 L 856.00' V - - 25-00-29 T = 88.71' U U / P 03-38-56 < 135169 -E T = 281.93 L = 544.70 - <�'-----_--_- L` 174 O __ 18 ' 28,948 SOFT. E S7 36- \ = 463,05 - `� 12 E - _� 5- h / 15' E a 27_ a 40-3$" - - - ------ < R - 400.00'> h R = 500.00 cp 33 \ ~- - AVENUE 1 R ' 1044 0 �9�\ 8 -_�_ H_ REaL1GNED _ 0 IRONWOOD L -," <40 31 52 E > -1598.66' N 50-33-54 E TO C/L B.C. - 9 - _� 5 / f 154.55' l !N 3 170.49$ 0.665 AC. 4i \ _ _ _ 't / L - 31.84 - < N 35" 60 ♦ D 0 3\G R = ExlSr11V C/L._ -�- -_--- 112.89'-- -- �N ------------------------------------------------------------ ----REALIGNED C/L--------�------ -- ? \ O, 900 G C/L---------------------- -- ---------- -- REALIGNED C/L- - _�50-33-54 A�\ 00 - -__--_------------_--- 332.87' N 50-33-54 E - _- ---- N E N 50-33-54 E \ r =---------- = 03-54-07 _ - EXISTING -CIL- Y W E G d = 36 F \ \ 246.13' T 296.42'_ I _ 12 E 155 3g, > I R �4� / / 6 R = 04-Q7-55 EX GRIN X18 2>, L 38- < p = 25-00 29 T = 78.95' L = R = 37 0�0 / S C/L CURVE L = 39.23'0 15T�N 5�a5" 3 483.43' L 572.70 > - N 0 23' > °`f S 32-36-44 E (R) 500' R. c 1316 < N 35- 3 A = 01-09-26 40 R = 356.00 7 0'g' 1� srj R= \ v R=1044.00' < 8 E> 1 ��- 9440p 15.51' L =21.09' M 40.37 52 I /--------- 197-31' ------ REALIGNED R/W I \ 115.81 N 50-33-54 E < N REALIGNED R/W I N 50-33-54 E 532.28' N 50-33-54 E � 325.55' I N 50-33-54 E S 50-36-47 E (R) T = 310 91, 22 \ (1� \ ---------- (R- \ K � . L =137.42' +`, ` ,' � `, C ^ �= 21-06-07 R = 544.00' L 200.36 � �-- - I 2j \ L �= 08-20-25 - / -f = 600 7 I N 65-38-41E - < 17.5Q > N r EXISTING R/W \ 8 18, I < N 65-38-21 E > �� PARCEL I \ 0' _ R 944.0 544' R. 0507-004A(2) REALIGNED R/W \ N 38-16-40 W (R) -' S 38-16_-4.0 E (R) S 47 1 4 `' �� s S 51-05-46 E (R) (l( V \\ - - �_ PARCEL �tiv` O� `bas f -OC L --------`R-16.515 SOFT. S38 35 40 E (R) , o �0' R. (2t§) 0507-003At3) �^> Oq, �� (0:54C GRANTDEED, 0.379 AC. \ \ 944'R. S 46-56-05 -�,' O ^�°' O� "9 610,362 SOFT. INST. N0. 24247, M ' \ oo-------E (R) 48,322 SOFT. 4,865 SO.FT. �' 944, R 1.109 AC. 0.112 AC. �; REC. 3-7-1966 (t(� `� s `F 14.Q12 AC. IVJUU 01-09-26 R = 1159.00' L - 23.41' 89'`33 \ 354.69' N 50-33-54 E �y\ SSC 914.06' N 50-33-54 E A /0' \ r • , - , ` %. APN 422-030-002 \ �\�tiF Ta �r it /f F ` `" `" ` - o APN 413-140-014 `� f APN 413-140-01 rN �•� / F{ ♦ A r/7 /' v\ '< v\ v col"- I' 01- O O� 3 ?S 98986 L\ • L�� C� �lv� f L / 8d9. . 1 1 \ \ •9.� s, \ /y 89. -- CURVE DATA -- �1UL=J V LS U � � � I1LIlJ ll L5�10 O DELTA RADIUS TANGENT LENGTH A 09-26-11 1000.00' - - - 1641.69' B 08-40-57 900.00' - - - 136.38' C 05-19-12 1044.00' - - - 96.94' D 09-18-43 1044.00' - - - 169.68' E 03-21-54 944.00' - - - 55.44' F 11-11-08 944.00' - - - 184.29' G 05-19-12 1094.00' - - - 101.58' H 17-05-40 1000.00' - - - 298.36' 1 25-31-46 900.00' - - - 401.02' j 10-44-30 1044.00' - - - 195.72' K 11-08-23 944.00' - - - 183.54' L 02-14-50 35.30' M 02-25-43 40.01 ' N 01-15-14 11.90' Q 09-14-52 73.60 ' P 15-10-39 K<45600'> 120.79' Q < 00 <3.80'> <265.20' ><30-23-23>R 08-15-26 72.06' S 18-29-02 161.30' T 01-24-31 - - - 10.92' U 03-25-08 500.00' - - - 2'9.83' 34-24-26 856.00' L\ • L�� C� �lv� f L / 8d9. . 1 1 \ \ •9.� s, \ /y 89. \ f. 1/4 COR. SEC. 31 -- LINE DATA -- �1UL=J V LS U � � � I1LIlJ ll L5�10 0 DISTANCE BEARING 0 1 2.88' N 18-13-27 W (R) 2 81.34' N 50-33-54 E 3 111.58' N 50-33-54 E 4 12.88' N 01-39-08 E 5 47.57' N 50-33-54 E 6 8.99' N 01-39-08 E 7 13.60' N 50-33-54 E 8 2.89' N 01-39-08 E 9 <17.50'> N 65-38-41 E <N 65-38-21E> \ f. 1/4 COR. SEC. 31 �1UL=J V LS U � � � I1LIlJ ll L5�10 • INDICATES FOUND MONUMENT AS NOTED. 0 INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED "R.C.T.D. 1999", W/N&T "X" TIES, FLUSH, AND STATION AS INDICATED, UNLESS OTHERWISE NOTED. ❑ INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 0.1', UNLESS OTHERWISE NOTED. { } INDICATES RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. {{ }} INDICATES RECORD DATA PER R.C.F.B, 2117, S-5392. [ ] INDICATES RECORD DATA PER INST. NO. 018198, REC. 1-17-1997. [[ ]] INDICATES RECORD DATA PER RS 99/61-90. < INDICATES RECORD DATA PER RS 97/63-66. R.C.F.B. INDICATES RIVERSIDE COUNTY FIELD BOOK. THIS MAP IS COMPILED FROM RECORD DATA. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, BEING N 86-30-34 E, FROM P.I. NO. 1 TO P.I. NO. 2, PER R.C.F B. 2117, SUR. NO. 5392. -- LINE DATA -- -- CURVE DATA -- 1 0, DELTA RADIUS TANGENT LENGTH A <33-29-45 400.00' 120.37' 233.85'> B 03-53-14 400.00' - - - 27.14' C 03-01-28 356.00' - - - 18.79' D 13-54-52 356.00' - - - 86.46' E 14-16-37 356.00' - - - 88.71' F 14-09-23 400.00' - - - 98.83' G 14-31-08 400.00' - - - 101.37' H 14-21-40 444.00' - - - 111.29' 1 14-43-26 444.00' - - - 114.10' j 06-59-44 244.00' - - - 29.79' K 03-45-10 200.00' - - - 13.10' L < 72-14-08 150.00' 109.45' 189.11' > M 02-14-20 150.00' - - - 5.86' N 09-53-27 150.00' - - - 25.89' 0 30-48-30 750.00' 206.64' 403.28' p 04-36-21 750.00' - - - 60.29' 0 04-27-52 750.00' - - - 58.44' R 02-52-09 106.00' - - - 5.31' S 04-47-07 794.00' - - - 66.32' T 01-24-31 444.00' - - - 10.92' U 21-56-24 150.00' - - - 57.44' V 05-00-42 706.00' - - - 61.76' W 07-29-07 644.00' - - - 84.13' X 06-32-38 600.00' - - - 68.53' Y 10-44-31 556.00' - - - 104.24' Z 10-32-48 106.00' - - - 19.51' AA 17-36-21 150.00' - - - 46.09' BB 07-25-15 804.00' - - - 104.13' CC < 36-44-04 400.00' 132.81' 256.46'> DD < 73-20-59 150.00' 111.70' 192.(73' > -- LINE DATA -- 0 1 DISTANCE BEARING 1 < 9.10' > N 32-00-59 E < N 32-00-39 E > 2 45.49' N 87-44-28 E < N 87-44-08 E > 3 9.09' N 87-44-28 E < N 87-44-08 E > 4 < 54.58') N 87-44-28 E < N 87-44-08 E > 5 2.27' N 87-44-28 E < N 87-44-08 E > 6 1.30' N 50-33-54 E 7 < 52.64'> N 15-30-20 E < N 15-30-00 E > 8 35.75' N 15-30-20 E < N 15-30-00 E > 9 16.89' N 15-30-20 E < N 15-30-00 E > 10 15.15' N 15-30-20 E < N 15-30-00 E > 11 44.26' N 16-02-51 W (R) 12 21.38' N 16-02-51 W (R) APN 413-140-012 36.58' N 68-45-03 E < N 68-44-43 E > 248 65 �- �h X00 N.v/j^1 V7 7 4 - 35- 43- W REQ-IGNE-D R/W L 177 .g3 IRONWOOD AVE. 12 N 6-15 73-3 + p= 0-,24 794.40' ------ W _(R) 194'R, - �,1-ZP QU\�Jo�o� iJ -Z- N 39-26-06 W - 103 4�' 0'S 0' �1G R1W N 25-08-11 N 39 26" 1454 54 E F-l_1��, 0 1 ti 2 0h 14 �y\SZ RAF 400'R w-�R) --- \y 5055.81' >�---'-��''� Gv 965' r-- N 68-45-03 E '��-5° E D W 19 54 N 50"3� vallX06 A 10j 0 L -� B < N 68-44-43 E> N o h0" L 400E ''�' 191 A9 ' H T 55.81' >---- 'too' 'too. �� N ZGN�O RI 18$.41' N 68-45-03 E 160, , / ��'� 19158 REpL 35600 1 i �- C < N 68-44-43 E > 4-10 \4hh�h�h$ � / ♦ .19' 1a h / ` 0 72 .RF p\ 50 0s) L 5k /IN; D- Nb i 50 5A E L,! h',hkh$ I \1Q%'I'' 1<�<( / �-54 E h,lhk,h� PARCEL /SO 33- �1 �hhh1 0507-004A(21 - 7 X15 L 16,515 SQ.FT. Z 0.379 AC. 54 L1h . t N 50.53) o/ ,° ��� u� �0 as o v[I 1 lirfi Z� = 00-53-25 R = 194.00' L = 3.02' � 50 X3.54 E . 20 00 N 39 26"06 � PARCEL `- 0507-Q04A(3) I 35 SOFT. 0.001 AC. ol � I � x It �p� vRVE Gid G 160 AF I AF 1r- r- /� /. /A 114"', 9- r N .. v • 1 r r N 6 L_ 369.82' �� 120 1 F r i 1111 F< I v I Z 20-20-18 R 906. V / ,' R = 194.00' Q N 16-02-51 W (R) - 36.36' < L = 68.87' p rN r- /. r7/ r2'x_,13-15 A/ N 21-48-35 W (R) 794' R. _ _ 116.47 < 89 -5i -1g f 80 N 56-53-19 W (R) 150'R. L 63 0 n C/L TOTAL 11 N -2- ---05 Q5 W (R) 88-505 9 RIES MlalrQOLL \ 4z - 33-48-14 u 150' R. \ Q = SC1LE. p, 40 QO / 1 �6 R = 150.00' _ ----�_ N 88 / 40 3° SAE Q4G�i fl� �[ 4 a / c�ti L = 88.50 ' , - N �8 3g 63, 1g £ 20 N 0 33 J PARCEL L -�^ 12 SO 59 > X 5" B 1° , a � f _ y 0507-OQ4A(51 -� // S /�= 13-10-59 R = 794.00' o ~ • a / REAL{GNED R/W L 182.69' o N 81 56.95' ° A3a6' SCC DI�QOL - % 10,161 S0.FT. / L 116.19 22 24 2 vtt o 00 0.233 AC. 0 = 177 93 ` ' A \1 E ( �rn 794 p0, o / �/ 2 4�. 106 00 > N 39 63') N 92.34' QTM0� OC C i D 2� R = �° ����� �� 9 Q p 6 �R ` N 88 01 1g E Y 8122 24 E Sg EV. N 06-00-43 W (R) ` 12"50 106,8 R `� ^obi p 7 p = 12-Oi-49 R - 750.00' L _ ----------------------- \ , D 31E (R�"- j50'R �`'�.� , ---- _ _157.48' PARCEL 200 R. \ 71--5 ; W CR) -- -- REALIGNED C/L -PARCEL- 85 42 1 0507-004D r, N 09-15-17 W (R) \ S - 39 VE I _ AVENUE --8542' - -- - ------- _ 2g-43' Gtr GUR 7 7 Z ------------ 7 _ 0507-004At6) �o N 81-22-24- 244'R.- 85,310 SQ.FT. 023253 5q E N �\j0� `=12gCt�. /, 8 37.49' - N 15-30-20 E ST -443.97 E- 1.958 AC. = 207.52' S0' \ \wJl 2 INFO 18,642 SQ.FT._.14 L N _ 6 9 e8 p�1G S y� < N 15-30-00 E> R = 244 4p 2 y, 1 ♦` D`Q�-�R15000 1`!� �1 N , V 14-52-22 R = 706.00' 0.428 AC. -f C_' R \,` = L = 183.26' `r 44 E j�-69-21 59 R=1fl600\�,\\�G Q. / REALIGNED R/W - 18441 .98 _ N 50 33.54 -1'' SA 13A 60' ./ ,y °� N 81-22-24 E 3 2 D RIW 05 73, L =194.52_) �' 1353 ♦' 3 /' 9� . N 5010 55"2 1p600' ' CPO--"/ 10 �3� SQA SSS9?S N�© 1 1 L. 181.42' - M 15 D` R ,i 156 / 19, 1 REP\\G- 4 �.pJ K------ 505 D�1h$- 150�06�� N x!0.35 5 130 k 4= 60-06-21� R 15�Pa GIL ti� � � 6\J� °6 ` ,p 20 D 5� 33-5 156.00') N L - S O4 29_ 52 E 1 10 G��' 45`29 C = 151.72, > --- r� 4�"3T' 150,R - EX\SON .\ _ , � >>`50�, Lj 87-44 7 4 28 G'/r/i''�3h038 ` \G 0 RIW 4 08 f > <=72-14-08 1 RAW- 54 \ ✓� PARCEL \ 0507-004A(4) -\ 4,833 SQ.FT. 0.111 AC. APN 413-140-013 / EXISTING R/W IRONWOOD AVE. AtO 87- 45'49, '� STA. 39.93.86 B.C. • INDICATES FOUND MONUMENT AS NOTED. N g7-44 � -28 f ��,� 6 O INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED "R.C.T.D. 8 E 1999", W/N&T "X" TIES, FLUSH, AND STATION AS INDICATED, UNLESS .5 '`�4 ' IL , '� 3 OTHERWISE NOTED. �b � �.� � ❑ INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION 1'� S4 REALIGNED C/L PLAS. PLUG, UP 0.1', UNLESS OTHERWISE (NOTED. �/T S /i N 50'55 IRONWOOD AVE. ( ) INDICATES RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. n an pp o uu (( )) INDICATES RECORD DATA PER R.C.F.B. 2117, S-5392. [ ] INDICATES RECORD DATA PER INST. N0, 018198, REC. 1-17-1997. [[ ]] INDICATES RECORD DATA PER RS 99/61-90. < > INDICATES RECORD DATA PER RS 97/63-166, R.C.F.B. INDICATES RIVERSIDE COUNTY FIELD BOOK. THIS MAP IS COMPILED FROM RECORD DATA. COUNTY OF RIVERSIDE BASIS OF BEARINGS: TRANSPORTATION DEPARTMENT DAVID E BARNHART, DIRECTOR THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, BEIM N 86-30-34 E, FROM P.I. NO. 1 TO COUNTY SURVEYOR DIVISION MARK S. BERNAS, COUNTY SURVEYOR P.I. NO. 2, PER R.C.F.B. 2117, SUR. NO. 5392. APPROVED - DATE: -z- PARCEL 0507-004C 610,362 SQ.FT. 14.012 AC. A , I V 1 < r Y m R F' N 50 33"5 34% V Q 22-41-59 R = 494.00' L - 195.72' 202.86' z N 81-22-24 E Aft� Z� - 08-06-31 R = 446.00' 1 L - 63.12' o o, �L UA rn 0 �G��OO Pati. G1 \�4�W tj �O�P�\NC' 1006. N h0/ r 0 00 40 53.44.°l R . 01-00-41 , L = 7.0640. No r�hh \RONX , L -N 54 _35-47 W (R)-- ��' 356'R. v. 118 00-08-55 R = 356.00' L = 0.92' � 1h DCE700L uuZQIm !912 -SS r •. v r- r ► F< I�ile 1 L- J I 1 l L_ f M 1/ L/ 1 I V Q 22-41-59 R = 494.00' L - 195.72' 202.86' z N 81-22-24 E Aft� Z� - 08-06-31 R = 446.00' 1 L - 63.12' o o, �L UA rn 0 �G��OO Pati. G1 \�4�W tj �O�P�\NC' 1006. N h0/ r 0 00 40 53.44.°l R . 01-00-41 , L = 7.0640. No r�hh \RONX , L -N 54 _35-47 W (R)-- ��' 356'R. v. 118 00-08-55 R = 356.00' L = 0.92' � 1h DCE700L uuZQIm !912 -SS SCA"' 1„ ' 40 o� N 88 N 08-37-36 0 < v 39 63 9 E 8' - 37.96, , 8 -- LINE DATA -- -- CURVE DATA -- 1 0 DELTA RADIUS TANGENT LENGTH A < 21-59-17 600.00' 116.56' 230.26'> B 03-30-42 600.00' - - - 36.77' C 10-47-51 600.00' - - - 113.07' D 01-08-06 600.00' - - - 11.89' E 02-08-22 644.00' - - - 24.05' F 01-40-16 1601.00' - - - 46.70' G 02-59-15 1601.00' - - - 83.48' H 02-30-33 1656.00' - - - 72.52' l 02-40-12 1656.00' - - - 77.17' j < 72-21-19 106.00' 77.52' 133.86) K 04-47-52 1700.00' - - - 142.35' L 02-28-22 1700.00' - - - 73.37' M < 72-21-19 150.00' 109.69' 189.43'> N 13-10-59 794.00' - - - 182.69' 0 30-48-30 750.00' - - - 403.28' P 14-52-22 706.00' - - - 183.26' W 07-29-07 644.00' - - - 84.13' X 06-32-38 600.00' - - - 68.53' Y 10-44-31 556.00' - - - 104.24' Z 12-01-49 750.00' - - - 157.48' BB 07-25-15 804.00' - - - 104.13' -- LINE DATA -- 0 DISTANCE BEARING 1 56.95' N 81-22-24 E 2 < 35.73'> N 69-09-24 W < N 69-09-44 W > 3 12.62' N 38-29-17 E 0 ❑ INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 0.1', L S = 194.13' R , 19�S.t\NG R!W Off' p0 LD L = 304.86, > A _ < 76-14-34 > R = < 106.00' > O V E T = < 83.18' > f t T � N /00 A V 1:150.10' L- 235. 72, CA- � 9 yl, 700 106.07' L = 166.57'> N 82 77,29��� N 07-40-18 E < 6.94' > �� R < N 07-39-58 E0 <�= 76-14-34 1- 0p�p�1 f N 2, 0 R 150.00,-- T_ 117 11 8-50-59 Ic 202.90, N 08 37- W N 06_20 26 N 81-22-24 E E (R) <�8850 )V 81-22-24 y, 4 ----_ 644'R t 88-51- 59 E) 24 E _ 0 W4- - _N -O8-54 39 � = 07-54-25 39. 19 E 20 , ' - - - - - E (R) 600' R = 1568.00' 6 91 -- R. L 216.39 4 - N 18-42-14 B X , - _ _ _E (R) 644' R. PARCEL l� APN 413-140-012 ' o, O +/`L VI Op tk , `1 " `b /' < 6.94'> - N 07-40-18 E < N 07-39-58 E > Fr �A r i r� < r♦ v� R 1601 �0 PARCEL 0507-004F ».49w 9W� <d76-14 34 L = 25815' R 194.00' T - 152.23 " 0507-004E N ���` B R r / 00 _60 5-12-54-07 E (R) /' 58,5411.344 AC ` SOFT.:107' 6AA0 /38 29,767 SO.FT. PARCEL 1656' R. F /' G 3-9 63, 0 96, 0.683 AC. �- 0507-004A(7) 0°J' F < N88-50-59 88-57 92 34' N 81-22-24 E \ y� g / S 21-11-32 E (R) 1601 R. I ' 88_ lg, � 114.88' �' \ 5,476 SOFT. � � ,5$-`� /' '---------------------- R t656p0 (0507-004A(8) 50 59 f TOTS �`� REALIGN \ 0.126 AC. L = 04-16-31 N � /'� < �� E ti� - 7- EO R/W 105,602 SOFT. � � ' - _ Z Q Y C�jA'UFC�( ED R/W 73 55' \ f7R - 1656.00' $p`L ��`'�/�p0 �Oo ' 0�" c�1 3 -16-39 REpL1GN - 123.57' 2.424 AC. TOTAL _ __ ar `� 0 22-24 E C/L CURVE- ; 85.42 _ _ 280.76' �� E 2 I N 38- H /' 1 L� A� Cl 31 ST A. 43.9714 - - _ 110.90' 81- 29-17 E -)27,92, _ SE EC. ----� v �= 11-14- ----_ --�\N 22-24 I< N 38 28-57 E -------- t J - EiN P / R c 5,56 00, - __ REALIGNED Ci I EXISTING R/w /�/�/ , ;_ S }8-04_52 E (R) 1656' R. '- _ RE�iGNEO - �O _ _ _ 228.g0 L 109.03' o° �\ 84.45' L - _ /0� 116�� $�� CYC IRONWOOD _ `-R = 170fl.00' L 173419' PARCEL ) /7 184.98' ;N 81-22-24 "`� D 2 `�• 0 -- - r//L N���-ti ----_____-_ �. 41-25 05 = 951.03' 31 0507 004A{6 E - _-_- ---_ -- REALIGN - ' \ '- - --- �------------------- ED R/w � 3 � 18,642 SQ.FT. �� _ _ R = 1700.00 RE(�1GN �tNE SE 0.428 AC. S 95.78, M TOTAL C/L CURVE - g-2 -53 12 -Q=5 6 6 t, 50 E tR) _ " - _ - - J �` N 81- 56'-R22-24 \ `�' EXlSTI ' / + `% �1��4>�'�----------------------- 35-50- S 15-53-50 E (R) 1700' R. _ 58 L N 09-35_ -- 2 E -_ NG C/L - `N 30 E SIA- 46. 05-17-55 R=1744.00' 41-20-57 Q _ a N 42_---- \ f ---_-77-g0 aC L=161.28' O �\ X2'21- 44 99 `� ' � cy N 20-49- 58 E-lR) 556:R \\ 4 = 37 2 fi 194.00' T = 141.87 X42 5T 1T S 15-24-40 E- (R) -1656' R. R = 194.00' PARCEL S 13-25-28 E (R) 1700, R. 0507-004C 0L - - SCC D�7 �5L - = 04-43-07 610.362 SOFT. _ S_ 50-46-50 _E (R) 194'R. R = 1949.00' w 14.012 AC. QO /� DO as VU S 13-55-31 E (R) i744' L = 160.51' o R. - w Run �C�1 LC C4 Mg. ED QO[� &HRIPET MD. ED 202.$6' N 08-37-36 W - 30.00' N 81-22,24 E V 779(), NN gN L - 03-16-21 R = 1926.00' L = 110.01' 9 APN 413-140-013 A : 1z_79 -G7 o - iQ7A M' L = 440.94' T L ` 396 501 R :207 4 04' ap 912 -SS 110 INDICATES FOUND MONUMENT AS NOTED. O INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED "R.C.T.D. 1999", W/N&T "X" TIES, FLUSH, AND STATION AS INDICATED, UNLESS OTHERWISE NOTED - 0 ❑ INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 0.1', UNLESS OTHERWISE NOTED. ( } INDICATES RECORD DATA PER RIV, CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. (( }} INDICATES RECORD DATA PER R.C.F.B. 2117, S-5392. [ ] INDICATES RECORD DATA PER INST. NO. 018198, REC. 1-17-1997. [[ ]) INDICATES RECORD DATA PER RS 99/61-90. < ) INDICATES RECORD DATA PER RS 97/63-66. R.C.F.B. INDICATES RIVERSIDE COUNTY FIELD BOOK. THIS MAP IS COMPILED FROM RECORD DATA. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, BEING N 86-30-34 E, FROM P.I. NO. 1 TO P.I N0, 2, PER R.C.F.B. 2117, SUR. NO. 5392. T L ` 396 501 R :207 4 04' ap 912 -SS ,60 \ r 2 r J Cq�F B� cr,r''\0 J RO r 2 r tk 4- Iro X10 J IRONWOOD -----_—_--- REALIGNED C/► 610,36 S2 Q.FT. 14.012 AC. L = < 76-14-34 > R = < 106.00' > T = ' R-�1R') EXISTING t< " F'AKI:tL 0507-004F APN 413-140-012 - -16-44-14 L-<141.97'> ----- lnrl ro l) cn CT c— / 1 , , t `- S 47-¢8 ig4 - - E IRJ 9R T < 29.58' > - N 81-47-49 W < N 81-48-09 W Q = < 66-33-14 > R = < 106.00' > ` R Rte 2`aii !' p T = < 69.57' > // / X6,45 L = < 123.13' > 4.NIL EXISTING R/W G1- g�5 R 2 cA ----7- Q 0' l ' l � ' t S 55-16-28 ----------- 1744R.op / I I I 00 r � do 912 -SS �*Jl� V LS it OIr15-� I1VL�J U L�iU�a //�� L� 0 INDICATES FOUND MONUMENT AS NOTED. zt O INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED "R.C.T.D. 1999", W/N&T "X" TIES. FLUSH, AND STATION AS INDICATED, UNLESS OTHERWISE NOTED. n ❑ INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 0.11, UNLESS OTHERWISE NOTED. ( ) INDICATES RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. (( )) INDICATES RECORD DATA PER R.C.F.B. 2117, 5-5392. [ ] INDICATES RECORD DATA PER INST. NO. 018198, REC. 1-17-1997. [[ ]] INDICATES RECORD DATA PER RS 99/61-90. < > INDICATES RECORD DATA PER RS 97/63-66, R,C,F.B. INDICATES RIVERSIDE COUNTY FIELD BOOK. THIS MAP IS COMPILED FROM RECORD DATA. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, BEING N 86-30-34 E, FROM P.I. NO. 1 TO P.I. NO. 2, PER R.C.F.B. 2117, SUR. NO. 5392. 912 -SS 7 j�i = 11-14-08 PARCEL R = 556.00' 0507-004A{6) L = 109.03' 18,642 SQ.FT. 0.428 AC. 784.98' REALIGNED RAW 81-22-24 E IRONWOOD AVE. NTs A = 00-00-38 R = 556.00' L = 0.10' NTS 95.78' N 81N 81�24 E EXISTING R/W IRONWOOD AVE. DETAIL (N.T.S. ] [Fk�OM SHEET NO. 6] - S 35 PARCEL � - 05fl7-004A(3) 1 35 SO.FT. 0.001 AC. 1 O RIS �GNE v' 6909 NTs A = < 72-21-19 > R = < 194.00' > PARCEL 0547-004A{8) ` 1 1 105,602 SQ.FT, 2.424 AC. A = 05-17-55 115 R = f744.61-28 0' L = 161.28' , T� _ < 141.87' > K L = < 244.99' > 19& �0 RI\N 2(o R '�x\SZ1NG PROPOSED R/W 1 ` S 50-46-50 S 13-55-31 E- � R)17494_R 4 R. �ry r� 0 �(�2����-� nn 1511V�1o__1�� .g.D nn �S1Ylr-.SOM PLI--LIMmir woo -09-4 REI'1 5 - 3SgTR' 9 F ep) 11550'5 52 55 5,50$ Gni N 5p��i / �0� R.,. D R 35 ��GNFp QVE A5"2-' Q PARCEL 0,55'5 EXISTING R/W N 51Y-� ��' 0`� a F 4,833 SOFT. 0.111 AC. 6 IRON SUNG 0 00� fid` GVR N `� 265 96 -'-ExtRA° cc G _ ` F 55 I� 08-03 1GNE0 R 181Ag��F 555A -__S 0_43-1535 (R) � k?0 - - - - E "cp 9 23 5S L� 4 4 4' R- - H = 444 00, ,P R EXISTING R/W / 5G 55,5 S 35_ 36_37 E (R) 444'R. pg 07 PARCEL �-- 0507-004A(2) QwG=o4�0�04 16,515 SQ.FT. Qr-QOM 9HO T Rgno FM 0.379 AC. COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT DAVID E. BARNHART, DIRECTOR 11 A = 00-43-53 R = 794.00' L = 2.48' A= 41-20-58 R = f744.00' L = 1258.61' SURVEYOR'S fU�TE�S: r �t9 A = 06-57-37 R = 1581.00' L = 192.06' PARCEL A= 22-14-47 R = 194.00' L = 75.33' S 55.2- 31 E tK - 194 R . R = 194.00' L = 75.73' _-S 14- r - 'h� S ,'� cam'"�• , Q'h ' ham, � opo' --S-36-24-34 E (R) 194'R. A = < 00-41-15 > 0 l Iva nn' � 69.57 C N 51"38 3+ / / A = 19-06-45 L = 123.13') / / R = 756.00' EXISTING R/W L,° 83.99 L = 252.18' / L 1.29 L D = 'R 1656 159 < 2?82 ? E 51 38-37 E S 48-59-A2 1501p. X00 D ' A = 17-27-44 R = 194.00' L = 59.13' R 1100,00- TOTAL 70000_TOTAL C/L CURVE p� OQ _ - A = 58-26-53 Gam` A h� c R 1700.00' 4� - T - 951.03' L' - PARCEL - L = 1734.19' 1?4400 105,602 SQ.FT 2.424 AC. 2L • -- CURVE DATA -- AS NOTED. 0 DELTA RADIUS TANGENT LENGTH D 13-54-52 356.00' - - - 86.46' E 14-16-37 356.00' - - - 88.71' F 14-09-23 400.00' - - - 98.83' G 14-31-08 400.00' - - - 101.37' H 14-21-40 444.00' - - - 111.29' INDICATES 14-43-26 444.00' 114.10' COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT DAVID E. BARNHART, DIRECTOR 11 A = 00-43-53 R = 794.00' L = 2.48' A= 41-20-58 R = f744.00' L = 1258.61' SURVEYOR'S fU�TE�S: r �t9 A = 06-57-37 R = 1581.00' L = 192.06' PARCEL A= 22-14-47 R = 194.00' L = 75.33' S 55.2- 31 E tK - 194 R . R = 194.00' L = 75.73' _-S 14- r - 'h� S ,'� cam'"�• , Q'h ' ham, � opo' --S-36-24-34 E (R) 194'R. A = < 00-41-15 > 0 l Iva nn' � 69.57 C N 51"38 3+ / / A = 19-06-45 L = 123.13') / / R = 756.00' EXISTING R/W L,° 83.99 L = 252.18' / L 1.29 L D = 'R 1656 159 < 2?82 ? E 51 38-37 E S 48-59-A2 1501p. X00 D ' A = 17-27-44 R = 194.00' L = 59.13' R 1100,00- TOTAL 70000_TOTAL C/L CURVE p� OQ _ - A = 58-26-53 Gam` A h� c R 1700.00' 4� - T - 951.03' L' - PARCEL - L = 1734.19' 1?4400 105,602 SQ.FT 2.424 AC. 2L • INDICATES FOUND MONUMENT AS NOTED. ,10 INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED "R.C.T.D. 1999", W/N&T "X" GENT Tt98-45' TIES, FLUSH, AND STATION AS INDICATED, UNLESS OTHERWISE NOTED. 110 INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 0.11, B UNLESS OTHERWISE NOTED. - - - ( ) INDICATES RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. (( )) INDICATES RECORD DATA PER R.C.F,B. 2117, S-5392. [ ] INDICATES RECORD DATA PER INST NO. 018198, REC. 1-17-1997. [[ ]] INDICATES RECORD DATA PER RS 99/61-90. ) INDICATES RECORD DATA PER RS 97/63-66, R,C,F,B, INDICATES RIVERSIDE COUNTY FIELD BOOK. - - - THIS MAP IS COMPILED FROM RECORD DATA. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, - - - BEING N 86-30-34 E, FROM P.I. NO. 1 TO P.I. NO. 2, PER R.C.F.B. 2117, SUR. N0. 5392, COUNTY SURVEYOR DIVISION MARK S. BERNAS, COUNTY SURVEYOR DATE: IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA QOoluL_j_ulcT_O[F_%wQy mna PROJECT: IRONWOOD AVENUE LIMITS THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL VICINITY: SEC'S. 31, 32, T. 2S., R. 2W„ S.B.M., SEC'S. 5, 6, T. 3S., ROA S.B.M., SEC. 36, T. 2S., R. 3W„ S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. MK. � R - , r_n �n 1 D=,P cr,o < 29.58'> N 81-47-49 W < N 81-48-09 W > ll:? N,, `I 00 ovc;�w Ls '' `" �'',� ar�Qor►�I �c�r�� woo �a : 1 ,1 .o 1. REVISIONS DRAWN BY: D. DOERS REFERENCES: ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: A. CONTRERAS RS 91/21-22, RS 97/63-66 CHECKED BY K. TEICH RS 99/61-90, RIV.CO. MAP 772 -JJ WORK ORDER NO A2-0507 INST. NO. 018198, REC. 1-17-1997 FIELD BOOK NO. 2189 SURVEY NO.: 6135 RCFB 2117, S - 5392 DESCRIPTIONS INITIAL DATE SCALE: NOT TO SCALE SHEET 8 OF 8 SHEETS -- CURVE DATA -- 0 DELTA RADIUS GENT Tt98-45' LENGTH A < 66-33-14 150.00' 174.24' > B 01-41-05 150.00' - - - 4.41' C 10-45-23 150.00' - - - 28.16' D 10-29-29 150.00' - - - 27.47' E 09-21-50 150.00' - - - 24.52' F 06-17-12 106.00' - - - 11.63' G 04-28-44 194.00' - - - 15.17' H 01-48-01 1581.00' 1 01-54-32 1581.00' - - - 52.67' j 02-02-25 1656.00' - - - 58.97' K 00-53-13 1656.00' - - - 25.63' L 01-17-55 1656.00' - - - 37.53' m1,59' 1700.00' - - - 21.59' N 14-52-03 106.00' - - - 27.51' REVISIONS DRAWN BY: D. DOERS REFERENCES: ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: A. CONTRERAS RS 91/21-22, RS 97/63-66 CHECKED BY K. TEICH RS 99/61-90, RIV.CO. MAP 772 -JJ WORK ORDER NO A2-0507 INST. NO. 018198, REC. 1-17-1997 FIELD BOOK NO. 2189 SURVEY NO.: 6135 RCFB 2117, S - 5392 DESCRIPTIONS INITIAL DATE SCALE: NOT TO SCALE SHEET 8 OF 8 SHEETS SPRUCE AVENUE WALLEY � I1 1 L4_ r , • r- ra raw f. , ra r ` Li` r ' I I I pNppOp � *�� —.41 PROJECT -- LIMITS -� _ ♦ tea, e• rrl LEY I �l I vj 60 TO BANNAVG J UV _ — — — — - - - ui I VICINITY MAP 77 T T�CALEJ 1 • INDICATES FOUND MONUMENT AS NOTED. r• r- ra a r• SET COPPERWELD MONUMENT, FLUSH, STAMPED "R.C.T.D. 1999", W/N&T "X" yoby 44 INDICATED, UNLESS OTHERWISE NOTED. 1 ❑ INDICATES _.... , �o NOTED. 1 � \ KALMIA AVE. RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. (( )} INDICATES RECORD DATA PER R.C.FB. 2117, S-5392. [ ] INDICATES RECORD DATA PER INIST. NO. 018198, REC. 1-17-1997. 4.T.S. [[ ]] INDICATES RECORD DATA PER RS 99/61-90. < > INDICATES \AVEN�UE RS 97/63-66. \ R.C.F.B. INDICATES RIVERSIDE COUNTY F'tELD BOOK. THIS MAP IS COMPILED FROM RECORD DATA, BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR IRON SPRUCE AVENUE WALLEY � I1 1 L4_ r , • r- ra raw f. , ra r ` Li` r ' I I I pNppOp � *�� —.41 PROJECT -- LIMITS -� _ ♦ tea, e• rrl LEY I �l I vj 60 TO BANNAVG J UV _ — — — — - - - ui I VICINITY MAP 77 T T�CALEJ 1-30—" r- r- ra . r• V, [THE0 mL7RE STREET EASTERLY TO BADLANO= SANITARY LANDFILL) 1200 A 1 • INDICATES FOUND MONUMENT AS NOTED. is O INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED "R.C.T.D. 1999", W/N&T "X" TIES, FLUSH, AND STATION AS INDICATED, UNLESS OTHERWISE NOTED. 1 ❑ INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 0.11, , UNLESS OTHERWISE NOTED. 1 � \ ( ) INDICATES RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. (( )} INDICATES RECORD DATA PER R.C.FB. 2117, S-5392. [ ] INDICATES RECORD DATA PER INIST. NO. 018198, REC. 1-17-1997. [[ ]] INDICATES RECORD DATA PER RS 99/61-90. < > INDICATES RECORD DATA PER RS 97/63-66. \ R.C.F.B. INDICATES RIVERSIDE COUNTY F'tELD BOOK. THIS MAP IS COMPILED FROM RECORD DATA, BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, BEING N 86-30-34 E, FROM P.I. NO. 1 TO P.I. NO. 2, PER R.C.F.B. 2117, SUR, NO. 5392. 1-30—" r- r- ra . r• V, [THE0 mL7RE STREET EASTERLY TO BADLANO= SANITARY LANDFILL) 1200 A 1 ' t 1 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT DAVID E. BARNHART, DIRECTOR COUNTY SURVEYOR DIVISION I MARK S. BERNAS, COUNTY SURVEYOR APPROVED: ll"U\V�' -3 • P DATE: )4.i2r^►I 30 1 qQg I r• r- /a s- . Of�`�1DDL�B3 �G;IC�1�4 Gu�iGQp IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA poRLT=ij m`ap PROJECT: IRONWOOD AVENUE LIMITS THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL VICINITY: SEC'S. 31, 32, T. 25., R. 2W„ S.B.M., SEC'S. 5, 6, T. 3S., R. 2W., S.B.M., SEC- 36, T. 25., R. 3W„ S.B.M., & SEC. 1, T. 35., R. 3W., S.B.M. I MK, REVISIONS DRAWN BY: ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: CHECKED BY WORK ORDER N0_ FIELD BOOK NO. DESCRIPTIONS INITIAL DATE SCALE: I I r*„ r- r- ra r• D. DOERS REFERENCES: A.CONTRERAS RS 91/21-22, RS 97/63-66 K. TEICH RS 99/61-90, RIV.CO. MAP 772 -JJ A2-0507 INST. NO. 018198, REC. 1-17-1997 2189 SURVEY NO.: 6135 RCFB 2117, S - 5392 r = 300' ISHFFT 1 OF $ SHEETS 912 -SS 1 •a t r.. ,a . , 1 � \ 1 , \ 1 \ / t i' 1 ' t 1 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT DAVID E. BARNHART, DIRECTOR COUNTY SURVEYOR DIVISION I MARK S. BERNAS, COUNTY SURVEYOR APPROVED: ll"U\V�' -3 • P DATE: )4.i2r^►I 30 1 qQg I r• r- /a s- . Of�`�1DDL�B3 �G;IC�1�4 Gu�iGQp IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA poRLT=ij m`ap PROJECT: IRONWOOD AVENUE LIMITS THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL VICINITY: SEC'S. 31, 32, T. 25., R. 2W„ S.B.M., SEC'S. 5, 6, T. 3S., R. 2W., S.B.M., SEC- 36, T. 25., R. 3W„ S.B.M., & SEC. 1, T. 35., R. 3W., S.B.M. I MK, REVISIONS DRAWN BY: ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: CHECKED BY WORK ORDER N0_ FIELD BOOK NO. DESCRIPTIONS INITIAL DATE SCALE: I I r*„ r- r- ra r• D. DOERS REFERENCES: A.CONTRERAS RS 91/21-22, RS 97/63-66 K. TEICH RS 99/61-90, RIV.CO. MAP 772 -JJ A2-0507 INST. NO. 018198, REC. 1-17-1997 2189 SURVEY NO.: 6135 RCFB 2117, S - 5392 r = 300' ISHFFT 1 OF $ SHEETS 912 -SS SCALE 1" - 160 120 E 20 10 0 lk - - 1 / - hr / % I I I hi I w I h ! \ A I A r I - < 2589.86' N 89-33-41 W >- -TO S.1/4 COR. SEC. 31 - CC 1354.45'11 N 89-33-24 W CC N 89-33-51 W JJ TO SE COR. GOV T. LOT 2 --------------------------------------------------------- SEC I TION LINE ---------------- ' I I I I I I I I I DEED, INST. NO, 018198, REC. 1-17-1997 Q FD. 1" SC. TOP PIPE W/RIV.CO.SUR. TAG, DN. 1.6', PER RCFB 2117,SUR. NO. 5392 SET 2" X 2" W/RIV.CO. SUR, TAG W/N&T "X" TIES FLUSH. w P4 C) Q 0 w x COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT DAVID E. BARNHART, DIRECTOR COUNTY SURVEYOR DIVISION MARK S. BERNAS, COUNTY SURVEYOR APPROVED: DATE: IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA QG� PROJECT: IRONWOOD AVENUE LIMITS: THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL VICINITY: SEC'S. 31, 32, T. 25., R. 2W„ S.B.M., SEC'S. 5, 6, T. 35., R. 2W., S.B.M., SEC. 36, T. 25., R. 3W„ S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. I MK. REVISIONS IDRAWN BY: D. DOERS ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: A.CONTRERAS CHECKED BY: K. TEICH WORK ORDER NO. A2-0507 FIELD BOOK NO: 218-9 SURVEY NO: 6135 DESCRIPTIONS INITIAL DATE SCALE: 1" = 40' r it N&T "X" 0.1', .D. )D AVENUE, . 5392. REFERENCES RS 91/21-22, RS 97/63-66 RS 99/61-90, RIV.CO. MAP 772 -JJ INST. NO. 018198, REC. 1-17-1997 RCFB 2117, S - 5392 SHEET 2 OF 8 SHEETS !912 -SS SCALE= 1" = 40' 160 120 vIV N.T.S 80 1 - -----7,35' - N 89-33-24 W 40 30 N 71-05'45 E rn 20 f� 75 25 11.05 45 E N()0 Z 66.82' A = 01-59-07 R - 956.00' L - 33.13' PARCEL 0507-003A(1) - 0507003C KOC \\ 3,086 SQ.FT. \ / 0.071 AC. 49,320 SQ.FT. 00 / \ 1.132 AC. q40 5 �36-27-33/ \ < a R = 856.00' T = 281.93' L 544.70' - D, 243 2 Ag _ N EX15Z\NC R/W % N 89-33-24 W % 6 11' 45 - - - -N 89-33-24 W �-55 54 \ N 17-p5- g165 \I r % r, ,. 4 , 1-r \A I r r I r r 0 PARCEL 0507-003A(1) - \ 3,086 SQ.FT. \ PARCEL 0.071 AC. \\ ZZ000001 /I 10 a, \\ 456.88 N 71-OS"45 E E [ PARCEL - . - 1 < I C=Z0507-003C \ \ 250.4 6' 71 _p5-45 0 1 0507-002A �u1 49,320 SQ.FT. �O \ C• \ 1292.11 7 SQ.FT. APN 413-140-015 Q X 1.132 AC.0 \ \ /�\ ��� I 3 EXISTING R/W �10� \� Oq�6 / �- �. M 0 REALIGNED R/W4 16.845 SQ.FT. 71 �. TO S.1/4 COR. SEC. 31 N, O - 10 5 , I- z 0 o 1 1 1 i I I I I I r > I N 12-54-15 W- 44.00 Z D - 261• �- �' i' p �• ' "I 0507 0036 I �5 C,I� 1.440 SO.FT. '1 '� �\ \ 32-44 $560 -. - - - - < 2589.86' N 89-33-41 W >- TO S.1/4 COR. SEC. 31 - - _ _ 0.033 AC. 45 ., ., SE COR. GOV'T, LOT 2 I 1235.25' N 89-33-24 W TO S.� L N 11'05 19' I 00 [[ 1354.46' N 89-33-51 W 7] /a COR. SEC. 37 .2�5 p0' ` 110• �, ,�� 2 �O _ - - - - -135- - - - - - N 89-33-24 W I C[ 1235.38' N 89-33-27 W 7] 26.15' 0 / � � 1 D= R = ��� � \ \ = 600. --------------- ----------- LuI i; SECTION LINE ------------ 131.98 �L= Z I 220.82' N 89-33-24 W - 113.25' N 89-33-24 W 25'---- --------- ----- �-- \ ------------- -- 15. N 89-33-24 W 17.85 45 SECTION LINE _ I NW COR. GOV T. LOT 3 1 i v r, r- .� .� , .� n 1111.. { 1 0 - tr �A\A r r, I_ \A1 1 114.8 �j705' ` /� 51-5 \J I APN 422-03(3-00i PARCE - - --�-� v` 7-6- A A ='meg W I I "' 1 0507-0028 , �' _ - 1044 ' 00 .1111 1 A -1- .1 , T 01 35.00' a PARCEL I o 16,845 SQ.FT 0507-002A Q - gyp= 36 q44. EXISTING R/W I, I 1 % 1 1 1 I I I 06 1 0 N 12-54-15 W 1 00 I z 0.387 AC. p 7 SQ.FT. 5 APN 422-020-001 I - 1 456.88 ! I _ _ 41.65 'r D 26.31 1 D F R -� �'� � REALIGNED R/W �j E n �2117:1 1Q 1 �T= � lv _ � ` � A.19 G D E 47.12' - N 18-13-27 W (R) 45 E 61' _• �_ 41'��i f1� 17,121 SQ.FT, 21 51 W _ N0. 131386, _ 6 - V^� , 0.393 AC. _ 725 p0 s Op } C,� 1 I GR REC. up6 51 W 05' 45 p8 I 45 E UP 0.4' kA 11-05- - 71_05-45 71 p5-45 E `� ` 11_p5-45 E N ()()_21' I 1250 46 IT VA 476.45' N 0507002C ' 10 E��" SO EC -793.5VQ 0- Y� Q0 i J 28,948 665 SQ FT. �t (� 1 1V _ �'!E 1 11_05-4 5 //��\\ fftt O 45 E N 71,05-45 E &IEEE ��-rG oL. � 017 - - I 0 0 22148, N C 125().46' 11. N 11-05 481.51' t wSS. N0. ��0 E 1282 cA I EpSEME�ISO RECED' 3'1966 E.C. cq o N pp -21"51W APN 422-030-002 71 p5 45 E 418 31` N N 112-54-15 W - 35.00' PARC EL 0507-0018 N 17_p5-45 E 26,253 SQ.FT. 344 58' J� 0.603 AC. 0 LIP, -- CURVE DATA -- 0 01 DELTA 0 RADIUS TANGENT LENGTH A 09-M-11 -I- J\ r r� .♦ II r� r1 t A 08-40-57 zl 900.00' - - - 136.38' C 05-3-12 t I I / L l'. I 1 0 PARCEL 0507-003A(1) - \ 3,086 SQ.FT. \ PARCEL 0.071 AC. \\ ZZ000001 /I 10 a, \\ 456.88 N 71-OS"45 E E [ PARCEL - . - 1 < I C=Z0507-003C \ \ 250.4 6' 71 _p5-45 0 1 0507-002A �u1 49,320 SQ.FT. �O \ C• \ 1292.11 7 SQ.FT. APN 413-140-015 Q X 1.132 AC.0 \ \ /�\ ��� I 3 EXISTING R/W �10� \� Oq�6 / �- �. M 0 REALIGNED R/W4 16.845 SQ.FT. 71 �. TO S.1/4 COR. SEC. 31 N, O - 10 5 , I- z 0 o 1 1 1 i I I I I I r > I N 12-54-15 W- 44.00 Z D - 261• �- �' i' p �• ' "I 0507 0036 I �5 C,I� 1.440 SO.FT. '1 '� �\ \ 32-44 $560 -. - - - - < 2589.86' N 89-33-41 W >- TO S.1/4 COR. SEC. 31 - - _ _ 0.033 AC. 45 ., ., SE COR. GOV'T, LOT 2 I 1235.25' N 89-33-24 W TO S.� L N 11'05 19' I 00 [[ 1354.46' N 89-33-51 W 7] /a COR. SEC. 37 .2�5 p0' ` 110• �, ,�� 2 �O _ - - - - -135- - - - - - N 89-33-24 W I C[ 1235.38' N 89-33-27 W 7] 26.15' 0 / � � 1 D= R = ��� � \ \ = 600. --------------- ----------- LuI i; SECTION LINE ------------ 131.98 �L= Z I 220.82' N 89-33-24 W - 113.25' N 89-33-24 W 25'---- --------- ----- �-- \ ------------- -- 15. N 89-33-24 W 17.85 45 SECTION LINE _ I NW COR. GOV T. LOT 3 1 i v r, r- .� .� , .� n 1111.. { 1 0 - tr �A\A r r, I_ \A1 1 114.8 �j705' ` /� 51-5 \J I APN 422-03(3-00i PARCE - - --�-� v` 7-6- A A ='meg W I I "' 1 0507-0028 , �' _ - 1044 ' 00 .1111 1 A -1- .1 , T 01 35.00' a PARCEL I o 16,845 SQ.FT 0507-002A Q - gyp= 36 q44. EXISTING R/W I, I 1 % 1 1 1 I I I 06 1 0 N 12-54-15 W 1 00 I z 0.387 AC. p 7 SQ.FT. 5 APN 422-020-001 I - 1 456.88 ! I _ _ 41.65 'r D 26.31 1 D F R -� �'� � REALIGNED R/W �j E n �2117:1 1Q 1 �T= � lv _ � ` � A.19 G D E 47.12' - N 18-13-27 W (R) 45 E 61' _• �_ 41'��i f1� 17,121 SQ.FT, 21 51 W _ N0. 131386, _ 6 - V^� , 0.393 AC. _ 725 p0 s Op } C,� 1 I GR REC. up6 51 W 05' 45 p8 I 45 E UP 0.4' kA 11-05- - 71_05-45 71 p5-45 E `� ` 11_p5-45 E N ()()_21' I 1250 46 IT VA 476.45' N 0507002C ' 10 E��" SO EC -793.5VQ 0- Y� Q0 i J 28,948 665 SQ FT. �t (� 1 1V _ �'!E 1 11_05-4 5 //��\\ fftt O 45 E N 71,05-45 E &IEEE ��-rG oL. � 017 - - I 0 0 22148, N C 125().46' 11. N 11-05 481.51' t wSS. N0. ��0 E 1282 cA I EpSEME�ISO RECED' 3'1966 E.C. cq o N pp -21"51W APN 422-030-002 71 p5 45 E 418 31` N N 112-54-15 W - 35.00' PARC EL 0507-0018 N 17_p5-45 E 26,253 SQ.FT. 344 58' J� 0.603 AC. 0 APN 422-020-008 IZE 31 LIP, -- CURVE DATA -- 0 01 DELTA 0 RADIUS TANGENT LENGTH A 09-M-11 MONUMENT, FLUSH, STAMPED "R.C.T.D. 1999", W/N&T "X" 1000.00' - - - 164.70' B 08-40-57 zl 900.00' - - - 136.38' C 05-3-12 UNLESS OTHERWISE NOTED. 1044.00' - - - 96.94' D 09-11-43 (( )} 1044.00' - - - 169.68' E I o3-'1-54 INST, NO. 018198, REC. 1-17-1997. 944.00' - - - 55.44' F 11-1 -08 44.00' - - - 184.29' G 05-i -12 E11094.00'- - - 101.58' APN 422-020-008 IZE 31 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT DAVID E. BARNHART, DIRECTOR COUNTY SURVEYOR DIVISION MARK S. BERNAS, COUNTY SURVEYOR APPROVFD DATE: r, r , 1 I\ / I IN /1 I, I, J F r\ A \ A / Y 1 I l A I 1 11 1 \ I I 1 1 1 I \/ \/ Y 1 L_ \ J 1 LIP, OLORW VOR99 UJ04mg-. 0 �1 0 INDICATES FOUND MONUMENT of O INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED "R.C.T.D. 1999", W/N&T "X" C31 TIES, FLUSH, AND STATION AS INDICATED, UNLESS OTHERWISE NOTED. zl ❑ INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 0.11, UNLESS OTHERWISE NOTED. ( } INDICATES RECORD DATA PER RIV, CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. (( )} INDICATES RECORD DATA PER R.C.F.B, 2117, S-5392. [ ] INDICATES RECORD DATA PER INST, NO. 018198, REC. 1-17-1997. H 11 INDICATES RECORD DATA PER RS 99/61-90. 1 r F RS 97/63-66. INDICATES RIVERSIDE COUNTY I THIS MAP IS COMPILED FROM COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT DAVID E. BARNHART, DIRECTOR COUNTY SURVEYOR DIVISION MARK S. BERNAS, COUNTY SURVEYOR APPROVFD DATE: r, r , 1 I\ / I IN /1 I, I, J F r\ A \ A / Y 1 I l A I 1 11 1 \ I I 1 1 1 I \/ \/ Y 1 L_ \ J 1 IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ROMIL-1.1 ��LQ� U LQp PROJECT: IRONWOOD AVENUE LIMITS: THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL VICINITY: SEC'S. 31, 32, T. 2S., R. 2W„ S.B.M., SEC'S. 5, 6, T. 3S., R. 2W., S.B.M., SEC. 36, T. 2S., R. 3W„ S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. tmK (� REALIGNED R/W VfV N.I.S. � r 10 C. _05-45 E 416'5 N 1.2513-4ro476.45 129211 N 71.05 45 E EXISTING R/W I� TO E.0 10)[EUJ UL `R'm / N 1`b-13'21 W 2 N � S lg 76 Oy E �R1 944'k J , REVISIONS IDRAWN BY: D. DOERS REFERENCES: ADD MONUMENTATION DDD 7-21-99 CALCULATED BY A. CONTRERAS RS 91/21-22, RS 97/63-66 CHECKED BY K. TEICH RS 99/61-90, RIV.CO. MAP 772 -JJ WORK ORDER NO, A2-0507 INST, NO. 018198, REC. 1-17-1997 FIELD BOOK NO 2189SURVEY NO.. G135 RCFB 2117, S - 5392 DESCRIPTIONS INITIAL DATE SCALE: 1" = 40' SHEET 3 OF 8 SHEETS OLORW VOR99 UJ04mg-. 0 0 INDICATES FOUND MONUMENT AS NOTED. O INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED "R.C.T.D. 1999", W/N&T "X" TIES, FLUSH, AND STATION AS INDICATED, UNLESS OTHERWISE NOTED. ❑ INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 0.11, UNLESS OTHERWISE NOTED. ( } INDICATES RECORD DATA PER RIV, CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. (( )} INDICATES RECORD DATA PER R.C.F.B, 2117, S-5392. [ ] INDICATES RECORD DATA PER INST, NO. 018198, REC. 1-17-1997. H 11 INDICATES RECORD DATA PER RS 99/61-90. ) INDICATES RECORD DATA PER RS 97/63-66. R.C.F.B. INDICATES RIVERSIDE COUNTY FIELD BOOK. THIS MAP IS COMPILED FROM RECORD DATA. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, BEING N 86-30-34 E, FROM P.I. NO. 1 TO P.I. NO. 2, PER R.C.F.B. 2117, SUR. N0, 5392. IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA ROMIL-1.1 ��LQ� U LQp PROJECT: IRONWOOD AVENUE LIMITS: THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL VICINITY: SEC'S. 31, 32, T. 2S., R. 2W„ S.B.M., SEC'S. 5, 6, T. 3S., R. 2W., S.B.M., SEC. 36, T. 2S., R. 3W„ S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. tmK (� REALIGNED R/W VfV N.I.S. � r 10 C. _05-45 E 416'5 N 1.2513-4ro476.45 129211 N 71.05 45 E EXISTING R/W I� TO E.0 10)[EUJ UL `R'm / N 1`b-13'21 W 2 N � S lg 76 Oy E �R1 944'k J , REVISIONS IDRAWN BY: D. DOERS REFERENCES: ADD MONUMENTATION DDD 7-21-99 CALCULATED BY A. CONTRERAS RS 91/21-22, RS 97/63-66 CHECKED BY K. TEICH RS 99/61-90, RIV.CO. MAP 772 -JJ WORK ORDER NO, A2-0507 INST, NO. 018198, REC. 1-17-1997 FIELD BOOK NO 2189SURVEY NO.. G135 RCFB 2117, S - 5392 DESCRIPTIONS INITIAL DATE SCALE: 1" = 40' SHEET 3 OF 8 SHEETS APN 413-140-015 f J I 1 / / V' Al �a t 0 REALIGNED R/W 3,086 SQ.FT. EXISTING R/W / 0.071 AC. 9`321 - B.C` ;9\ 4. ; - R 921.0 // N 39-26-06 W - 44.00' C 8 \ 24_J2-44 0 INST. ?6.3j�89\ 32 44 ,' L - 387.01' RE 79.80' N 50-33-54 E A -Z� ly\ R 956.00' / E.C. STA.S 47-18-41 E (R) 'z�.� / -_-------23`95.20 ---------------- 1000 Q - 36-2>- L 409.55' / - - - - - - - _ PARCEL C B 00 33 109.90' N 50-33-54 E 0507-002C Q . �r T 235,75- R 856.00' V 31- 4 x 28,948 SQ.FT. E S� 36-2 \ H L 463,05, _ �, T 281.93' L = 544.70' - 0.665 AC. 1 7.33 \ _ - _ (L IRONWOOD 104 4.0p 92� \�� R - E qL 1GIVE0 C/L� _ - = 1 - \ D ���60 900,00, X1STlNG C/L- _ _- - - - - - - - - - - - - - = - J - \ T ----------------------- 4 < 36. F \ \ 246.13' T 296.42' I _ 0 2/'33 L 483 43' - L - 572.70'>- 1 ��2, R - 944 00 15.51' -- It L - 21.09' 01090 A, \ 115 81' N 50-33-54 E / / CTR. SEC. 31 7 -- Fwrrl 9 PARCEL Q) APN 413-140-012 O 0507-003At2) - 20.00' - N 39-26-06 W <' / 468 SQ.FT \ /^� 0011 AC. \\ 59.73' / 190.27' N 50-33-54 E \ N 50-33-54 E ^�� 475.00' N 50-33-54 E 51.61' \ p� ��. PARCEL N 39-26-06 W SANT DEED, PARCEL 'S°' NO. 24246, 0507-003C �/;� �,' �. a O� L '�`O 3-7-1966 `n �, 42 `� �, 18,546 SQ.FT. T 49,320 SQ.FT. d - 02-52-02 �; %o ° �' PARCELS - 0.426 AC. ,L = 02-03-07 <o,h ! v / 0507 004A(1) -R = 856.00' 1.132 AC. R = 456.00' ^�,' `ti ti,' 0=03-05-50 18 E Rj\N L = 30.66' 25-00 29 T 98.47' L = 22.82' :,' �`�' I �Q,' 863 SQ.FT. R = 456.00' 35-15-9 > �x�Sj1Np 4 39' VA 40- 08212>E - < �- R = 444.00' L 193.78 > ry' ' �,' �`ti 0.020 AC. L = 24.65' < 4 58 E > E N 39326.06 W < 8 3 E> < N 65-38-21 E> 4 < N y - < 40-37-51 REALIGNED R/W N 65-38-41 E - < 17.50' > 2 1 -� 3 169.40' N 50-33-54 E----- 340.46' 340.46' N 50-33-54 E 1 REALIGNED R/W 25-00-29---T -88.71' �� C / P < 13169 > L_ 174 o D = 03 38 56 E L N <08 37 5,� E > -___K__ < R = 400.00' > - - 59 ? _ - - Rh`? / R = 500.00' -N 35-11 188 'L > AVENUE L =31.84 <14 35 <40 -1598.66 N 50-33-54 E TO C/L B.C. - 5 N _ _____ _ _ _ _ g / 154.55' �" i 170.49' w" --- ------ -- REALIGNED C/L-------------- ---------------------------- =--- REALIGNED C/L-------- 1.100-111, ---- -- 332.87' N 50-33-54 E - N 50-33-54 E N 50-33-54 E - 03-54-07 R -~ ---- - EXISTING - C/L- - 12 E <p= 25-00-29 T = 78.95' L - 155_ R = 544.00' // ' T -cs R = 04-07-55 p G R!W 15.18 E ^� 6 \ S R = 544.00 �X`S31N N 35" > N 40-38 3 > R = 356.00' 38 > L = 37.05 7 �, / > 58 I < 80 2 1 � ,� �,Q� TOTAL G/L CURVE r �' L = 39.23' E / �S 3�--36-44- E (R)500'_R. C 13 N 3 I ---------------- T \ M t N 44-37 5 REALIGNED R/W 1 / 197.31' REALIGNED f8,�3 31.91' \ \ 325.55' N 50-33-54 E N 50-33-54 E 532.28' N 50-33-54 E ?> \ K p 08-20-25 L=137.42 1 p, I L 200.36 S 50-36-47 600.7 , ' _ I N 65-38-41 E - < 17.50' > N 8 21-06 07 R 544.00 ----_ - E (R) . 1 EXISTING R/W \ 0 - - R = 944.00 - p� < N 65-38-21 E > �� ,' PARCEL I \ $.19' I / 544' R. REALIGNED R/W \ \ N 38-16-40 W (R) S 38-16-4p E (R) S 47 08- I ` w J _ S 51-05 46 E (R) 0507-004A(2) \ 1044' R - _S_47-08-58 - - - 58 E (R) PARCEL I PARCEL i`O Oq' �� r'9 p�ARCE\ - - ........... - - -500' R - - \ S 38-35-40 E (R) ,' - - h 0 16,515 SQ.FT. nnnnnn \ \ 944' R. 900'R. 0507 1(1 L - 0507-003A(3) `' >�' w 0507-004C u - S 4 4� 5� o GRANT DEED, 0.379 AC. \ co ---_6_56-05 E (R) 48,322 SQ.FT- `�,' Q O~ 9 INST. NO. 24247, - 4,865 SQ.FT. 0 �' `> 610,362 SQ.FT. �J 944'f?. 1.109 AC. 0.112 AC. 14.012 AC REC. 3-7-1966} U�1 01-09-26 1159.00' j co• 23.41' 9 , 9�3 \ 354.69' N 50-33-54 E l°kJ 914.06' N 50-33-54 E \ Tip fe w w r \ 1 \ r ` - - " " APN 422-030-002 \ . \ . _ , i 1 l \lo S APN 413-140-014 �LA3 c APN 413-140-013 S 1 1 ti l - l / / \ I \ / ♦ I \ / 99]B6 0` �F,�O �N11;M7 0 0 (nJ01?CC��o -- CURVE DATA , 4� DELTA RADIUS TANGENT LENGTH / `I'/ - { "I' \ 'U ,33 '1 '99 Ij ��/ zt • INDICATES FOUND MONUMENT AS NOTED. INDICATES EO A 09-26-11 1000.00 - - - 164.69 1 1 \ �9.�� S, 9�3 sr, app O j /��` \ /i o� O TIES FLUSH, ST MONUMENT, AT QN AS INDICATED, UNLESSSOTHERWISE NOTED.PED D. 1999", W/N&T "X" B 08-410-57 900.00 - - - 136.38'sr / /o; C 05-1 -12 1044.00' - - - 96.94' \ \ 6`9'3 y J ��/ � ❑ INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 0.11 , D 09-1 -43 1044.00' - - - 169.68' - - LINE DATA - - \ \ �� 3�Q \ �p�/\o L _ \ , No UNLESS OTHERWISE NOTED. E 03- 1-54 944.00' - - - 55.44' O DISTANCE BEARING \ \ / / i 1 INDICATES RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED, E 11-1 -08 944.00' - 184.29" i ` r \ / , . • I = ` r \ ► A j 2.88' N 18-13-27 W tR) \ \ 1 / - 1- r / %1%1 1- < 1 \/ i / �'y�. � 1 L _ � � I L _ INDICATES RECORD DATA PER R.C.F.B. 2117, 5-5392, G 05- -12 1094.00' - - - 101.58' 2 81.34' N 50-33-54 E \ \ ! ) [ ] INDICATES RECORD DATA PER INST, NO. 018198, REC. 1-17-1997. H 17-05-40 1000.00' - - - 298.36' 3 111.58' N 50-33-54 E \ / / INDICATES RECORD DATA PER RS 99/61-90. 1 25-21-46 900.00' - - - 401.02' 4 12.88' N 01-39-08 E j 10-4 -30 1044.00' - - - 195.72' 5 47.57' N 50-33-54 E \ \ / / S.1/4 COR. SEC. 31 < INDICATES RECORD DATA PER RS 97/63-66. K 11-08-23 944.00' - - - 183.54' 6 8.99' N 01-39-08 E \ / R.C.F.B. INDICATES RIVERSIDE COUNTY FIELD BOOK, L 02-1 -50 900.00' - - - 35.30' 7 13.60' N 50-33-54 E - - - 40.01' / \ � THIS MAP IS COMPILED FROM RECORD DATA. M 02-25-43 944.00' 8 2.89' N 01-39-08 E / \ \ BASIS OF BEARINGS: N 01-15-14 544.00' - - - 11.90' 9 <17.50'> N 65-38-41 E / \ 0 09-11-52 <456.00'> - - - 73.60" <N 65-38-21E> / \ THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, P 15-10-39 <456.00'> - - - 120.79' / \ BEING N 86-30-34 E, FROM P.I. NO, 1 TO P.I. NO. 2, PER R.C.F.B. 2117, SUR. NO. 5392. 0 <30-23-23> <500.00'> <135.80'> <265.20'> R 08-15-26 <500.00'> - - - 72.06' S 18-2)-02 <500.00'> - - - 161.30' T 01-24-31 444.00' - - - 10.92' COUNTY OF RIVERSIDE IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA REVISIONS DRAWN BY: D. DOERS REFERENCES U 03- 5-08 500.00' - - - 29.83' TRANSPORTATION DEPARTMENT �� R�Y`�pr pg(gU Lr-�] U ny_gpoWMQp LL ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: A. CONTRERAS RS 91/21-22, RS 97/63-66 34- 4-26 856.00' - - - 514.04' DAVID E. BARNHART, DIRECTOR c c a w CHECKED BY K. TEICH RS 99/61-90, RIV.CO, MAP 772 -JJ COUNTY SURVEYOR DIVISION MARK S. BERNAS, COUNTY SURVEYOR; PRoJECT: IRONWOOD AVENUE WORK ORDER N0: A2-0547 INST. N0. 018198, REC. 1-17-1997 LIMITS: THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL APPROVED: VICINITY: SEC'S. 31, 32, T. 2S., R. 2W„ S.B.M., SEC'S. 5, 6, T. 3S., R. 2W., S.B.M., FIELD BOOK NO 2189 SURVEY NO.: 613-9 RCFB 2117, S - 5392 +Q DATE: SEC. 36, T. 25., R. 3W„ S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. MK. DESCRIPTIONS INITIAL DATE SCALE: 1" 40' SHEET 4 OF 8 SHEETS 912 -SS V L_ 1/ L_ ♦/ 1 �� t t BO r- r- s APN 413-140-015 f J I 1 / / V' Al �a t 0 REALIGNED R/W 3,086 SQ.FT. EXISTING R/W / 0.071 AC. 9`321 - B.C` ;9\ 4. ; - R 921.0 // N 39-26-06 W - 44.00' C 8 \ 24_J2-44 0 INST. ?6.3j�89\ 32 44 ,' L - 387.01' RE 79.80' N 50-33-54 E A -Z� ly\ R 956.00' / E.C. STA.S 47-18-41 E (R) 'z�.� / -_-------23`95.20 ---------------- 1000 Q - 36-2>- L 409.55' / - - - - - - - _ PARCEL C B 00 33 109.90' N 50-33-54 E 0507-002C Q . �r T 235,75- R 856.00' V 31- 4 x 28,948 SQ.FT. E S� 36-2 \ H L 463,05, _ �, T 281.93' L = 544.70' - 0.665 AC. 1 7.33 \ _ - _ (L IRONWOOD 104 4.0p 92� \�� R - E qL 1GIVE0 C/L� _ - = 1 - \ D ���60 900,00, X1STlNG C/L- _ _- - - - - - - - - - - - - - = - J - \ T ----------------------- 4 < 36. F \ \ 246.13' T 296.42' I _ 0 2/'33 L 483 43' - L - 572.70'>- 1 ��2, R - 944 00 15.51' -- It L - 21.09' 01090 A, \ 115 81' N 50-33-54 E / / CTR. SEC. 31 7 -- Fwrrl 9 PARCEL Q) APN 413-140-012 O 0507-003At2) - 20.00' - N 39-26-06 W <' / 468 SQ.FT \ /^� 0011 AC. \\ 59.73' / 190.27' N 50-33-54 E \ N 50-33-54 E ^�� 475.00' N 50-33-54 E 51.61' \ p� ��. PARCEL N 39-26-06 W SANT DEED, PARCEL 'S°' NO. 24246, 0507-003C �/;� �,' �. a O� L '�`O 3-7-1966 `n �, 42 `� �, 18,546 SQ.FT. T 49,320 SQ.FT. d - 02-52-02 �; %o ° �' PARCELS - 0.426 AC. ,L = 02-03-07 <o,h ! v / 0507 004A(1) -R = 856.00' 1.132 AC. R = 456.00' ^�,' `ti ti,' 0=03-05-50 18 E Rj\N L = 30.66' 25-00 29 T 98.47' L = 22.82' :,' �`�' I �Q,' 863 SQ.FT. R = 456.00' 35-15-9 > �x�Sj1Np 4 39' VA 40- 08212>E - < �- R = 444.00' L 193.78 > ry' ' �,' �`ti 0.020 AC. L = 24.65' < 4 58 E > E N 39326.06 W < 8 3 E> < N 65-38-21 E> 4 < N y - < 40-37-51 REALIGNED R/W N 65-38-41 E - < 17.50' > 2 1 -� 3 169.40' N 50-33-54 E----- 340.46' 340.46' N 50-33-54 E 1 REALIGNED R/W 25-00-29---T -88.71' �� C / P < 13169 > L_ 174 o D = 03 38 56 E L N <08 37 5,� E > -___K__ < R = 400.00' > - - 59 ? _ - - Rh`? / R = 500.00' -N 35-11 188 'L > AVENUE L =31.84 <14 35 <40 -1598.66 N 50-33-54 E TO C/L B.C. - 5 N _ _____ _ _ _ _ g / 154.55' �" i 170.49' w" --- ------ -- REALIGNED C/L-------------- ---------------------------- =--- REALIGNED C/L-------- 1.100-111, ---- -- 332.87' N 50-33-54 E - N 50-33-54 E N 50-33-54 E - 03-54-07 R -~ ---- - EXISTING - C/L- - 12 E <p= 25-00-29 T = 78.95' L - 155_ R = 544.00' // ' T -cs R = 04-07-55 p G R!W 15.18 E ^� 6 \ S R = 544.00 �X`S31N N 35" > N 40-38 3 > R = 356.00' 38 > L = 37.05 7 �, / > 58 I < 80 2 1 � ,� �,Q� TOTAL G/L CURVE r �' L = 39.23' E / �S 3�--36-44- E (R)500'_R. C 13 N 3 I ---------------- T \ M t N 44-37 5 REALIGNED R/W 1 / 197.31' REALIGNED f8,�3 31.91' \ \ 325.55' N 50-33-54 E N 50-33-54 E 532.28' N 50-33-54 E ?> \ K p 08-20-25 L=137.42 1 p, I L 200.36 S 50-36-47 600.7 , ' _ I N 65-38-41 E - < 17.50' > N 8 21-06 07 R 544.00 ----_ - E (R) . 1 EXISTING R/W \ 0 - - R = 944.00 - p� < N 65-38-21 E > �� ,' PARCEL I \ $.19' I / 544' R. REALIGNED R/W \ \ N 38-16-40 W (R) S 38-16-4p E (R) S 47 08- I ` w J _ S 51-05 46 E (R) 0507-004A(2) \ 1044' R - _S_47-08-58 - - - 58 E (R) PARCEL I PARCEL i`O Oq' �� r'9 p�ARCE\ - - ........... - - -500' R - - \ S 38-35-40 E (R) ,' - - h 0 16,515 SQ.FT. nnnnnn \ \ 944' R. 900'R. 0507 1(1 L - 0507-003A(3) `' >�' w 0507-004C u - S 4 4� 5� o GRANT DEED, 0.379 AC. \ co ---_6_56-05 E (R) 48,322 SQ.FT- `�,' Q O~ 9 INST. NO. 24247, - 4,865 SQ.FT. 0 �' `> 610,362 SQ.FT. �J 944'f?. 1.109 AC. 0.112 AC. 14.012 AC REC. 3-7-1966} U�1 01-09-26 1159.00' j co• 23.41' 9 , 9�3 \ 354.69' N 50-33-54 E l°kJ 914.06' N 50-33-54 E \ Tip fe w w r \ 1 \ r ` - - " " APN 422-030-002 \ . \ . _ , i 1 l \lo S APN 413-140-014 �LA3 c APN 413-140-013 S 1 1 ti l - l / / \ I \ / ♦ I \ / 99]B6 0` �F,�O �N11;M7 0 0 (nJ01?CC��o -- CURVE DATA , 4� DELTA RADIUS TANGENT LENGTH / `I'/ - { "I' \ 'U ,33 '1 '99 Ij ��/ zt • INDICATES FOUND MONUMENT AS NOTED. INDICATES EO A 09-26-11 1000.00 - - - 164.69 1 1 \ �9.�� S, 9�3 sr, app O j /��` \ /i o� O TIES FLUSH, ST MONUMENT, AT QN AS INDICATED, UNLESSSOTHERWISE NOTED.PED D. 1999", W/N&T "X" B 08-410-57 900.00 - - - 136.38'sr / /o; C 05-1 -12 1044.00' - - - 96.94' \ \ 6`9'3 y J ��/ � ❑ INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 0.11 , D 09-1 -43 1044.00' - - - 169.68' - - LINE DATA - - \ \ �� 3�Q \ �p�/\o L _ \ , No UNLESS OTHERWISE NOTED. E 03- 1-54 944.00' - - - 55.44' O DISTANCE BEARING \ \ / / i 1 INDICATES RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED, E 11-1 -08 944.00' - 184.29" i ` r \ / , . • I = ` r \ ► A j 2.88' N 18-13-27 W tR) \ \ 1 / - 1- r / %1%1 1- < 1 \/ i / �'y�. � 1 L _ � � I L _ INDICATES RECORD DATA PER R.C.F.B. 2117, 5-5392, G 05- -12 1094.00' - - - 101.58' 2 81.34' N 50-33-54 E \ \ ! ) [ ] INDICATES RECORD DATA PER INST, NO. 018198, REC. 1-17-1997. H 17-05-40 1000.00' - - - 298.36' 3 111.58' N 50-33-54 E \ / / INDICATES RECORD DATA PER RS 99/61-90. 1 25-21-46 900.00' - - - 401.02' 4 12.88' N 01-39-08 E j 10-4 -30 1044.00' - - - 195.72' 5 47.57' N 50-33-54 E \ \ / / S.1/4 COR. SEC. 31 < INDICATES RECORD DATA PER RS 97/63-66. K 11-08-23 944.00' - - - 183.54' 6 8.99' N 01-39-08 E \ / R.C.F.B. INDICATES RIVERSIDE COUNTY FIELD BOOK, L 02-1 -50 900.00' - - - 35.30' 7 13.60' N 50-33-54 E - - - 40.01' / \ � THIS MAP IS COMPILED FROM RECORD DATA. M 02-25-43 944.00' 8 2.89' N 01-39-08 E / \ \ BASIS OF BEARINGS: N 01-15-14 544.00' - - - 11.90' 9 <17.50'> N 65-38-41 E / \ 0 09-11-52 <456.00'> - - - 73.60" <N 65-38-21E> / \ THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, P 15-10-39 <456.00'> - - - 120.79' / \ BEING N 86-30-34 E, FROM P.I. NO, 1 TO P.I. NO. 2, PER R.C.F.B. 2117, SUR. NO. 5392. 0 <30-23-23> <500.00'> <135.80'> <265.20'> R 08-15-26 <500.00'> - - - 72.06' S 18-2)-02 <500.00'> - - - 161.30' T 01-24-31 444.00' - - - 10.92' COUNTY OF RIVERSIDE IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA REVISIONS DRAWN BY: D. DOERS REFERENCES U 03- 5-08 500.00' - - - 29.83' TRANSPORTATION DEPARTMENT �� R�Y`�pr pg(gU Lr-�] U ny_gpoWMQp LL ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: A. CONTRERAS RS 91/21-22, RS 97/63-66 34- 4-26 856.00' - - - 514.04' DAVID E. BARNHART, DIRECTOR c c a w CHECKED BY K. TEICH RS 99/61-90, RIV.CO, MAP 772 -JJ COUNTY SURVEYOR DIVISION MARK S. BERNAS, COUNTY SURVEYOR; PRoJECT: IRONWOOD AVENUE WORK ORDER N0: A2-0547 INST. N0. 018198, REC. 1-17-1997 LIMITS: THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL APPROVED: VICINITY: SEC'S. 31, 32, T. 2S., R. 2W„ S.B.M., SEC'S. 5, 6, T. 3S., R. 2W., S.B.M., FIELD BOOK NO 2189 SURVEY NO.: 613-9 RCFB 2117, S - 5392 +Q DATE: SEC. 36, T. 25., R. 3W„ S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. MK. DESCRIPTIONS INITIAL DATE SCALE: 1" 40' SHEET 4 OF 8 SHEETS 912 -SS 160 -- CURVE DATA -- O DELTA RADIUS TANGENT LENGTH -- LINE DATA -- q� r - ' ` ' ` ^ b • i < i �¢ 0 DISTANCE BEARING ��6� '/ `- ' ' A <33-29-45 400.00' 120.37' 233.85'> �� B 03-53-14 400.00' - - - 27.14' 1 < 9.10' > N 32-00-59 E = . r �� 1� (? < N 32-00-39 E> �`'� a0� X20 i i- f r i i i r r< i v L 369.82' b�, ' U C 0 -Oi-28 356.00' - - - 18.79' 01, t _ >' 1 , • t _ , . / • L . ��, Q = 20-20-18 0 N ) 1 R : 9p6.00' R = 194.00' 1 45.49' N 87-44-28 E --_?6-35- g, " N 16-02-51 W (R) - 36.36' ,' L = 68.87' D 13-54-52 356.00 - - - 86.46 2 - - h E 14-16-37 356.00' - - - 88.71' < N 87-44-08 E > /VIj S 94'R ' - - lRJ © S r - r s i . - i . CA - F 14 09-23 4x0.00' --- 98.83' 3 9.09' N 87-44-28 E - _ t r r i r i_ r r 23 2 15 3 G 14 31-08 400.00' - - - 101.37' D` N 21-48-35- W (R) 794' R.--- �� < N 87-44-08 E > RE R/W 80 H 14-21-40 444.00' - - - 111.29' 4 < 54.58') N 87-44-28 E C = 177.93' pONWpQO AVE. N 56-53-19 W (R) 150'R. 116 88'51- - - _ < N 87-44-08 E > =12 50-24 _ _ N 73-36_ �0 C/L OCURVE N 23-0-5-05 C 88-50-,59 9 E W 1 14-43-26 444.00 114.E 4 794.00 _ _ _ 15 W fR) ��� D - 1g 11 W tR) E J 06-59-44 244.00' - - - 29.79' 5 2,27' N 87-44-28 E R - - - � < N 87-44-08 E > J�` 194' R SC gu 00 \ Q = 33-48-14 150' R. IL K 0 -45-10 200.00' - - - 13.10' Q L < 72-14-08 150.00' 109.45' 189.17'> 6 1.30' N 50-33-54 E c�d0 1„ 0, 0 ------- �E' 4 � � x'16 R = 150.00' N 88-57 M o -1a-2a 150.00' - - - 5.86' 7 < 52.64' > N 15-30-20 E ��a `" Q = 00-53-25 / 4 30 E Q`I�[�1�� �[n][ C4n / �tio L = 88.50' _ _ 39, f N 0 -53-27 150.00' - - - 25.89' < N 15 30 00 E >}����� Oryo� R 3 0204 20 N 50 53 5A `sem PARCEL �' �'' 12 B N 88 SQ 5g Q 30-48-30 750.00' 206.64' 403.28 8 35.75 N 15-30-20 E 0 10 ' P 04-36-21 750.00 - - - 60.29 /� n < N 15-30-00 E > � '` 0 6' S ', �i Q = 13-10-59 R = 794.00' � L 182,69, 56.95' Q 0 27-52 750.00' --- 58.44' 9 16.89' N 15-30-20 E ? 243$ RIRIE IGHTLUL� REALIGNED R/W N 81-22 _ � 10,161 SOFT. � = 116.19 `r R 0 52-09 106.00' - - - 5.31' < N 15-30-00 E > o i ; w 0.233 AC. = 177.93' A L 24 E - S a -47-07 794.00' - - - 66.32' 10 15.15' N 15-30-20 E �r-��j� //��\\ njj C ��, A p4. -, o ./l 2 x8.11 146.00 > N 39.63') 92.34' < N 15-30-00 E > L'--'JL��L�Q�LS ��� rmog &HlmlmvD % 4 R - 7g �� oo �� �/ D`6 tR ' H 88 5j_1g N 81 -?2-24 E T 0 -24-31 444.00' - - - 10.92' , 12-50-2 6, R - - �rV o ? P 9 Q 88,50 -19 E Y U 2 56-24 150.00' - - - 57.44' 11 44.26' N 16-02-51 W (R) Q�4o�o� 50 5. PARCEL \ 200'R, ------------------------ 6 W (R) / , D 7 lR� -10 - - R ` "� h / p = 12-01- - R = 750.00' E V 0 -00-42 706.00' --- 61.76' 12 21.38' N 16-02-51 W (R)31E 1 754 R �`'� _-_---------------_--- L__157_.48' Q 0507 0040 N 09-15-17 W (R) \� S ��-43:39 W cR CURvE L , - REALIGNED C/L W 0 -29-07 644.00' - - - 84.13' p0 `� PARCEL ac> 85.42` _ 154 244'R------------ 32 E N 2g ZPL C+� 37, - 7 / Z AVENUE 24 E X 0 -32-38 600.00 - - - 68.53' 40 85,310 SOFT. 62• 54 \ G ZO=128• g 0507-004A(6) S 81-22- Y 1 -44-31 55fi.00' - - - 104.24' 20. 1.958 AC. 5�. 1 0 iE C+\-' / 37.49' - N 15-30-20 E - A. 43 92606 W 44 p0, L 207.52' N 50' \y _ 6 4g. a8 REp�IG0�4 �ti���,� V < N 15-30-00 E > 180 428 ACT .y�'14 E.C. Z 1 -32-48 106.00' --- 19.51' N 3 R, 2 2 1♦ D- R=754 N /� Q= 14-52-22 R= 706.00' L 183.26' AA 1 -36-21 150.00' - - - 46.09' N 39-26-06 W - 20.00' BB 0 -25-15 804.00' - - - 104.13' 4A J 1' 10644 �1NG '� REALIGNED R/W - 1 _ �S' Sk E �- Q=69-21 59 R= E�1S �` / 2 84 98' DD < 3-20-59 50.00 111. 01 192.03'> APN 413-140-012 33.54 E Ds a$ N 54 �� �'1� / �5-5A :134 60` tit �6� ,o� N 81-22-24 E 50' I.H L - 194.52' > �- X355 �. 3 i N 50 55-25 p N PARCEL Nip R 10573 _------- 15g1'' , 10' 146. �. 10 120 r- 0507-0044(3) 1 R�p�\G 2g' 1;0008-1. 472'm 4 M D R \�� `�'� y sr 959 J>� �r 35 SOFT. 5hi�� 54.55i� � 11�G� �. \ RJE �� S6 ��pJ 1 0.001 AC. obi-�.�8 N �..5-5� K ��--------- -EX15 1540 Gv �� ti 4 5 5 $66 i'Sp-5 41 R Cl �p 2�, `3B A , >30 �� SO �� I �� g56 159 ,�' N 5 15 5c. 4= 60-06-21 4\P\ 30, �(�\ ,moi i E 2 �i D C+� C �29 R • 156.00'> N 54-35 ' _ S 04-29_52 E (R) L RIS 56 ��7 vU�0 �S" L 151.72 > 5231,-'--- 11NG 1aN' 0� I - 55' 1, N 150' R a 1g/' �' '', ` D•� ` g2 4 \ f N 8 j .44 2g E 19� 40, >p6 f' o ' � 08 36.58' N 68-45-03 E D ♦ �' �'� 1 RE 0'35 5 \\ (j(�p < N 68-44-43 E> = 2Ag.65' 102865q ` 1 PARCEL \\ �AA C 0507-004A(4) v G11 R , a4R+w N 39.26-06 W - 22.804 �� �N 50 ♦ CC �. 265 4,833 SOFT. PARCEL 1A j\S�\NG _ N 25_08_11 W (R) 7�� p 53'5 F-r�i'� �p�vR`iF 0.111 AC. 0507-004C 1' h; 52 5' vRAE400'R- --- N `� < 55.81 >�%� -- `�� CIL C 0 E \ G - 45-03 E �' S 610,362 SOFT. 19 5A 2, p G1 65' _ _ N 68- 3' �p1 e 199 < N 68 44-43 E > N 50 22 14.012 AC. 1 g0"6'O6 Ao4o 1'^�-� B Ii149 � - �------��L� DC�`�C��C� ,� +`- �� 18 H °Q�D o0 22-41-59 R 494.00 L = 195.72` 20 T g ' y1s 5b K-� 5� g0 �� N 54-3�-RIw ' < 55.81` > ti Ql "CRL4 (I�I�a Q a 2.86 �� �$ �/' 1g1 �$ RF P11GN�� 44. 1 = 188�1'�< N 68-44-43 E > �' D = 08-06-31 N 81-22-24 E ; 6 C R = 446.00' ,�� �0 k `4, % R ' 35 L = 63.12' n L �`� c�� , G+1'A F o ul �h1K � `� �g'22 .RE�`1G1,�4-3'003.50 N R!� � 4i� 169 44 ` �0 22 RE i4 F r . .. r7 kA r r r l < _ r� r� GJ��OO ��14 aha�1 1 o y h,N5 X2.2 1 �61P� ��, 1g9 �� PARCEL -�I coir N �0 -555'54 1 4 �S3'�4 1 l ,SSR%�0�05 5 6 5h \ 0507 0044(2) Itk 16,515 SOFT. Z; 9 �' 0.379 AC. 5� E r, a, � 191 5 RC CCS �Im7Z%0I� N 54.53" APN 413-140-013 , 34386 V �O w vr1 Q Q ' 01-00-41 o 979=110 �C�1GG4 D g1a E 16g A0 54-53 . R = 400.00'. 1R , / N L = 7.06' 1' Sh6�0 _ -1- f - r .. i i - r s�`b� R��wO D PIF • Db 50'��N 54- 53. EXISTING R/ W i �n j' IRONWOOD AVE. .��� t _ L i . 1 ' L�� 1R .��1862 N T S 1 4g, �" STA. 39.93.86 B.C. �N 54-35-47 W (R) t NDICATES FOUND MONUMENT AS NOTED. N 8,-44- 2 '��--------------- 44 ., 8 E '� 6 ���------------356' R.--- 0 O NDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED " R.C.T.D. E ) :� a%514 E 999", W/N&T "X" TIES, FLUSH, AND STATION AS INDICATED, UNLESS +� ECSy-5A '� �� 35" Q = 00-08-55 THERWISE NOTED. �4 5�:� 3 ���' N 50,$��/ R _30592' A ❑ INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION 15 $ �3 5 1~ 9 6' I �' S E REALIGNED C/L LAS. PLUG, UP 0.1', UNLESS OTHERWISE NOTED. At r,S N r,0'S5 IRONWOOD AVE. ( ) NDICATES RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS / THERWISE NOTED. (( )) NDICATES RECORD DATA PER R.C.F.B. 2117, S-5392. [ ] NDICATES RECORD DATA PER INST. NO. 018198, REC. 1-17-1997- QG�o�lo�oa [[ ]] NDICATES RECORD DATA PER RS 99/61-90. < > NDICATES RECORD DATA PER RS 97/63-66. R.C.F.B. INDICATES RIVERSIDE COUNTY FIELD BOOK_ HIS MAP IS COMPILED FROM RECORD DATA. COUNTY OF RIVERSIDE IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA REVISIONS DRAWN BY. D. DOERS REFERENCES: BASIS OF BEARINGS: TRANSPORTATION DEPARTMENT °� R/���. 1 ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: A. CONTRERAS RS 91/21-22, RS 97/63-66 DAVID E. BARNHART, DIRECTOR s CHECKED BY K. TEICH RS 99/61-90, RIV.CO. MAP 772- HE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE JJ MARK S. BERNAS, COUNTY SURVEYOR f PROJECT: IRONWOOD AVENUE COUNTY SURVEYOR DIVISION F IRONWOOD AVENUE, BEING N 86-30-34 E, FROM P.I. N0. 1 TO � WORK ORDER NO A2-0507 INST. NO, 018198, RLC. 1-17-1997 I. NO. 2, PER R.C.F.B. 2117, SUR. NO. 5392. LIMITS: THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL APPROVED: '' FIELD BOOK N0. 2189 SURVEY NO.: 6135 RCFB 2117, 5 - 5392 �'+>�oM VICINITY SEC'S. 31, 32, T. 2S., R. 2W„ S.B.M., SEC'S. 5, 6, T. 3S., R. 2W., S.B.M., DATE: SEC. 36, T. 2S., R. 3W„ S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. MK. DESCRIPTIONS INITIAL DATE SCALE: 1" = 40' SHEET 5 OF 8 SHEETS 160 no g , ry f, N 8 Al 0g-3>- o C�C3g-639E 36 K 329 z $$ 6' -- LINE DATA -- -- CURVE DATA -- 1 O DELTA RADIUS TANGENT LENGTH A < 21-59-17 600.00' 116.56' 230.26' > B 03-30-42 600.00' - - - 36.77' C 10-47-51 600.00' - - - 113.07' D of -o8 -a6 600.00' - - - 11.89' E 02-08-22 644.00' - - - 24.05' F 01-40-16 1601.00' - - - 46.70' G 02-59-15 1601.00' - - - 83.48' H 02-30-33 1656.00' - - - 72.52' 1 02-40-12 1656.00' - - - 77.17' j < 72-21-19 106.00' 77.52' 133.86' > K 04-47-52 1700.00' - - - 142.35' L 02-28-22 1700.00' - - - 73.37' M < 72-21-19 150.00' 109.69' 189.43'> N 13-10-59 794.00' - - - 182.69' 0 30-48-30 750.00' - - - 403.28' P 14-52-22 706.00' - - - 183.26' W 07-29-07 644.00' - - - 84.13' X 06-32-38 600.00' - - - 68.53' Y 10-44-31 556.00' - - - 104.24' Z 12-01-49 750.00' - - - 157.48' BB 07-25-15 804.00' - - - 104.13' -- LINE DATA -- 0 DISTANCE BEARING 1 56.95' N 81-22-24 E 2 < 35.73'> N 69-09-24 W < N 69-09-44 W > 3 12.62' N 38-29-17 E A L Off, �O N 07-40-18 E - < 6.94' > L� < N 07-39-58 E > J -1- Fr �rtr F< ' 1 II I.```� p• co• � rL '50-59 202.90' E� N -36 W Q6, 20 26 N 81-22-24IV E At B$ 50 S9H $' 22 4 W 40 0 _ f lR) 644' R, - �-` 396-19 E _ 20914 --_08_54-39 E_(R) 600'R d ' 07-54-25 R 1568.00' L = 4. N 18-42-14 216.39' B - X 2j ``-- "`E rR) 644'R PARCEL N as -32 Oi w (R) - 11.29' 48 --, 05o7-oa4E h � �o �`,�• / 00 APN 413-140-012 CV�e�h e5r LVi/� rr �v Q . Do 25-15-11 j = 194.13' L = 304.86' > d = < 76-14-34 > R = < 106.00'> t 00 150.10' L 235.72, N 8< >> 4,�3 82>>49w / �1,�,1SNGC1� 9� co 1,100 C = 106 07 >L 166.5 7' > ° H 4 9 w \ \ �R=106 9k 76-14-34_ L =19 96 1 N 0`/4 150.00' o��8 �� z. 4 9 w \ 9 < 6.94'> - N 07-40-18 E < N 07-39-58 E > r l / , r 7 I 1` / ♦ " / ` R 9 160100, PARCEL 0507-004F lY � -11 C4_ -76-14 Q=76-14 34 L = 25815' > C R = 194.00' T = 152,23 11 N ����,'B '� , 6 (a S 12-54_07 E (R7 /ice/�� "I 1- , 58,541 SOFT. C 3g 1 440 X38 29,767 SO.FT. PARCEL 1656'R. - -- 11 1 F �� Cr 1.344 AC. N 63-� �� N 0' 96 0.683 AC. �- 0507-004A(7) ��,' 1 F L5' - S 21-11-32 E (R) 1601 R, R 0507-004At8) c 888-51 1g 92.34' �� t4 2-24 E \ 5�' �`� 8`.50.89 E TD -� •88' \ 5,476 SOFT. 0 ----------------------- 165600' PARCEL , E Y �+ c T9( �� EALIGIVCD \ 0.126 AC. D = 04-16-31 N� ,�-7 F R/W /R/W 73.55, \ R = 1656.00' pt t 6g0.Op �1� �.�1 1 k 16-39 REALtGNEO TO AL ao �, A \`\ Al 81-22-24 E L = 123.57 1L�' / °�� 5�0 1��$$��� D 37 �TE� 10526424 02 SAC. T.000 tzv C/L URVE -85 42 _ 280.76' ��' E 2 I N 38- H V 3� -'~ Sl A. 43.97.14 - 110.90'38-28 29-t577EE_>27 92" - E. ---------- TI -14-08 - _ �� N 81-22-24 E iC N 38 28- / i Cj10N 00 ` � �\ts�. SE P / L 1(356.00' 1 REALIGNED-C/L EXVSTING R/W Oa��' ��'------------------------ RE?� 122B.g0 0 EC. - 5 18-04-52 E (R) 1656' R. 1GKEp CSL 10 E'�Y 03' , - - ___ �D _ 1 ONW - ,--PARCEL / 184.98, : ` D �. _ K .�� ��' .`L __-__ - 419' -r_r 84.45, 1�� 11 �9.�1 IR 0507- 04Al6> / N 87-22-24 2 �. `� ------ �L N �$--------�41-25-05 = 951.03` R E - ------ -- ��------------------ d P j 1W N 31 18,64 SOFT. EALIGNED R/w ♦ ��` _ 3 ---------- R = 1700.00' RE�IGNE9 R �1NE SECZ10 0.4 8 AC. { 95.78- - �� � TOTAL C/L CURVE �-� ', '� 58-26-53 jp ELS 556: R. _ - ♦ N 81`22- `� < `� ,�' � � `11;5 05 ` S 15-53-50 E (R) 1700' R. 1258 61 R ,' 50 E !Rl 24 E EXISTING C/L - / 1�$ L N a9 35 - ---------- E <Rl 600'R. STq 4 y S5 / ---- R 1744.00' _ 4 05-17- ; N 4-2-30 _ _ - \ \ _ _ 6- 77 90R=1744.00' L =161.28' , !� = 41 -20-57 \ 8.C. o 556_' R _ �' �2-21- �9 244 99 � ', '� 58 (R) _ - <v N 20 _49- - E- - ,� 4 71 37 R S 194.00' T 141.8` S 15-24-40 E (R) 1656' R. - R = 194.00'PARCEL / S 13- - - E (R) 1700' - 0507-004C Qo� - - - - 610,362 SOFT. o�� ul QO ,E QO o � --- S 50-46-50 E (R) 194' R. 14.012 AC. S-13-5-5---3-1-E-(R)-1744'R, -- RUM RMINNY M(9- ED QOM NMNN T N(D. ED 1 0 202.86, N 08-37-36 W - 30.00' 77.90' N 81-22-2, N 81-22-24 E U Q M LS - 03-16-21 R = 1926.00' L - 110.01' w COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT DAVID E. BARNHART, DIRECTOR COUNTY SURVEYOR DIVISION MARK S. BERNAS, COUNTY SURVEYOR APPROVFiT DATE: - 13-28-53 R . 1874.00' L = 440.94' APN 413-140-013 r _ , -1 A AS NOTED. zt O INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED "R.CT.D. 1999", W/N&T "X" TIES, FLUSH, AND STATION AS INDICATED, UNLESS OTHERWISE NOTED. A EJ INDICATES SET 1" I,P, W/RIVERSIDE COUNTY TRANSPORTATION PLAS, PLUG, UP 0.1', UNLESS OTHERWISE NOTED. ( ) INDICATES RECORD DATA PER 1 % L- f t I J L/ f 1, COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT DAVID E. BARNHART, DIRECTOR COUNTY SURVEYOR DIVISION MARK S. BERNAS, COUNTY SURVEYOR APPROVFiT DATE: - 13-28-53 R . 1874.00' L = 440.94' IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA G oNLF-IJ Ol �t /Q� MLQp z PROJECT: IRONWOOD AVENUE LIMITS THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL VICINITY: SEC'S. 31, 32, T. 2S., R. 2W„ S.B.M., SEC'S. 5, 6, T. 3S., R. 2W., S.B.M., SEC. 36, T. 2S., R. 3W„ S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. MK. R_20_ = 10-5 REVISIONS IDRAWN BY, D. DOERS ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: A.CONTRERAS CHECKED BY K. TEICH WORK ORDER NO A2-0507 FIELD BOOK NO.: 2189 SURVEY NO.: 6135 DESCRIPTIONS INITIAL DATE SCALE: 1" - 40' 000 i ,n� = 04-43-07 R = 1949.00' L = 160.51' Z rl op REFERENCES: RS 91/21-22, RS 97/63-66 RS 99/61-90, RIV.CO. MAP 772 -JJ INST. NO. 018198, REC. 1-17-1997 RCFB 2117, S - 5392 SHEET 6 OF 8 SHFFTS 912 -SS @3&=g S V R V f g IJVLJ� rL�LJc 0 • INDICATES FOUND MONUMENT AS NOTED. zt O INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED "R.CT.D. 1999", W/N&T "X" TIES, FLUSH, AND STATION AS INDICATED, UNLESS OTHERWISE NOTED. A EJ INDICATES SET 1" I,P, W/RIVERSIDE COUNTY TRANSPORTATION PLAS, PLUG, UP 0.1', UNLESS OTHERWISE NOTED. ( ) INDICATES RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. (( )) INDICATES RECORD DATA PER R.C.F.B. 2117, S-5392. [ ] INDICATES RECORD DATA PER INST. NO. 018198, REC. 1-17-1997. [[ ]] INDICATES RECORD DATA PER RS 99/61-90. <) INDICATES RECORD DATA PER RS 97/63-66. R,C,F,B, INDICATES RIVERSIDE COUNTY FIELD BOOK. THIS MAP IS COMPILED FROM RECORD DATA. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, BEING N 86-30-34 E, FROM P.1, NO. 1 TO P.I. NO, 2, PER R.C.F.B. 2117, SUR. NO. 5392. 1 11 IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA G oNLF-IJ Ol �t /Q� MLQp z PROJECT: IRONWOOD AVENUE LIMITS THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL VICINITY: SEC'S. 31, 32, T. 2S., R. 2W„ S.B.M., SEC'S. 5, 6, T. 3S., R. 2W., S.B.M., SEC. 36, T. 2S., R. 3W„ S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. MK. R_20_ = 10-5 REVISIONS IDRAWN BY, D. DOERS ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: A.CONTRERAS CHECKED BY K. TEICH WORK ORDER NO A2-0507 FIELD BOOK NO.: 2189 SURVEY NO.: 6135 DESCRIPTIONS INITIAL DATE SCALE: 1" - 40' 000 i ,n� = 04-43-07 R = 1949.00' L = 160.51' Z rl op REFERENCES: RS 91/21-22, RS 97/63-66 RS 99/61-90, RIV.CO. MAP 772 -JJ INST. NO. 018198, REC. 1-17-1997 RCFB 2117, S - 5392 SHEET 6 OF 8 SHFFTS 912 -SS \ A ! / r % < r \ Y \ = 207207 IRONWOOD REALIGNED r/i 610,36 S2 Q.FT. 14.012 AC. A= < 76-14-34 > R = < 1106.00'> T = ! Ri 1R' 1 EXISTING n/ " NAKC:tL 0507-004F APN 413-140-012 4.00' L=<141.97'> _�-� �-� •nr rnn r� rt O� `� ' O� G�\O � c3 OBD ��ti L �= 02 42 56 L • 92.38' ' R = 1949.00' / / 4'--4,9-46 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT DAVID E. BARNHART, DIRECTOR COUNTY SURVEYOR DIVISION I MARK S. BERNAS, COUNTY SURVEYOR APPROVED: DATE: 1 / r \ \ A J L \ vp" / --< 29.58' > - N 81-47-49 W `♦ / 2h2 /' < N 81-48-09 W > p = < 66-33-14 > ♦ / X60 .S�ti � / R = < 106.00' > T = < 69.57' 6 " L = < 123.13' > Q 49i F, go 0p' P ro �9 ' EX1SFlWG R/W / 2� 25 ' i-� SZ �,l01 >T 'R T // p• O, -moi .,9 4g-t� - iii �,' "S,cG ,A� NUE ^_— _-_� i p s - ,--r— 114A':0 i f I I ol S 55-16-28 E (R) -------- 1744'R- opI i -_SCC DCS ILI (7Of1 (7 �f, rI�1,.J �7 r117O0 o r, -1- 1 \ r : r \ , \ \ A 1 r : r \ • A Ill] IUI1\VJI IU=U1 ILO ILII IIIJJI\� `V 771 L1( I / i ! F < { 1I 1 IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PROJECT: IRONWOOD AVENUE LIMITS: THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL VICINITY: SEC'S. 31, 32, T. 2S., R. 2W„ S.B.M., SEC'S. 5.6. T. 3S., R. 2W., S.B.M., SEC. 36, T. 2S., R. 3W„ S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. I MK. mimWEVOR00 H07001. 0 • INDICATES FOUND MONUMENT AS NOTED. O INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED "R.C.T.D. 1999", W/N&T "X" TIES, FLUSH, AND STATION AS INDICATED, UNLESS OTHERWISE NOTED. ❑ INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 01, 1 ( ) INDICATES RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. (( )) INDICATES RECORD DATA PER R.C.F.B. 2117, S-5392. / r \ \ A J L \ vp" / --< 29.58' > - N 81-47-49 W `♦ / 2h2 /' < N 81-48-09 W > p = < 66-33-14 > ♦ / X60 .S�ti � / R = < 106.00' > T = < 69.57' 6 " L = < 123.13' > Q 49i F, go 0p' P ro �9 ' EX1SFlWG R/W / 2� 25 ' i-� SZ �,l01 >T 'R T // p• O, -moi .,9 4g-t� - iii �,' "S,cG ,A� NUE ^_— _-_� i p s - ,--r— 114A':0 i f I I ol S 55-16-28 E (R) -------- 1744'R- opI i -_SCC DCS ILI (7Of1 (7 �f, rI�1,.J �7 r117O0 o r, -1- 1 \ r : r \ , \ \ A 1 r : r \ • A Ill] IUI1\VJI IU=U1 ILO ILII IIIJJI\� `V 771 L1( I / i ! F < { 1I 1 IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PROJECT: IRONWOOD AVENUE LIMITS: THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL VICINITY: SEC'S. 31, 32, T. 2S., R. 2W„ S.B.M., SEC'S. 5.6. T. 3S., R. 2W., S.B.M., SEC. 36, T. 2S., R. 3W„ S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. I MK. REVISIONS IDRAWN BY: D. DOERS ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: A.CONTRERAS CHECKED BY: K. TEICH WORK ORDER NO. A2-0507 FIELD BOOK NO.: 21$9 SURVEY NO.: 6135 DESCRIPTIONS INITIAL DATE SCALE: 1" = 40' REFERENCES: RS 91/21-22, RS 97/63-66 RS 99/61-90, RIV.CO. MAP 772 -JJ INST. NO. 018198, REC, 1-17-1997 RCFB 2117, S - 5392 SHEET 7 OF 8 SHEETS 912 -SS mimWEVOR00 H07001. 0 • INDICATES FOUND MONUMENT AS NOTED. O INDICATES SET COPPERWELD MONUMENT, FLUSH, STAMPED "R.C.T.D. 1999", W/N&T "X" TIES, FLUSH, AND STATION AS INDICATED, UNLESS OTHERWISE NOTED. ❑ INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 01, UNLESS OTHERWISE NOTED. ( ) INDICATES RECORD DATA PER RIV. CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. (( )) INDICATES RECORD DATA PER R.C.F.B. 2117, S-5392. [ 1 INDICATES RECORD DATA PER INST_ NO. 018198, REC. 1-17-1997. [[ 11 INDICATES RECORD DATA PER RS 99/61-90. < j INDICATES RECORD DATA PER RS 97/63-66, R.C,F.B, INDICATES RIVERSIDE COUNTY FIELD BOOK. THIS MAP IS COMPILED FROM RECORD DATA. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, BEING N 86-30-34 E, FROM P.I. NO. 1 TO P,I. NO. 2. PER R.C.F.B. 2117• SUR. NO. 5392. REVISIONS IDRAWN BY: D. DOERS ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: A.CONTRERAS CHECKED BY: K. TEICH WORK ORDER NO. A2-0507 FIELD BOOK NO.: 21$9 SURVEY NO.: 6135 DESCRIPTIONS INITIAL DATE SCALE: 1" = 40' REFERENCES: RS 91/21-22, RS 97/63-66 RS 99/61-90, RIV.CO. MAP 772 -JJ INST. NO. 018198, REC, 1-17-1997 RCFB 2117, S - 5392 SHEET 7 OF 8 SHEETS 912 -SS 18,642 SQ.FT. 0.425 AC. ftft"184.98' N S RE 81-22-24 IGNEp R/W 4 E IRONWOOD Ab,. 20-' �.• A = 11-14-08 R = 556.00' L = 109.03' Z� - 00-00-38 R - 556.00' L = 0.10' N r' S. 95,78, N 81 2`` DETAIL "A" [FROM SHEET NO. 6] EXISTING R/W IRONWOOD AVE. p PARCEL 72-21-19 / � R 0507-OQ4A(8) ` 1�' 194.00'> LENGTH D 13-54-52 �c6 NA Q ❑ E 105,602 SQ.FT. y4S UNLESS OTHERWISE F 2.424 AC. ( ) INDICATES N. T.S \ p = 00-43-53 / p - 05-17-55 1N. R = 194.00' R - (744.00' RECORD DATA PER L = 2.48' L = 161.28' RECORD DATA PER RS 99/61-90. < > INDICATES RECORD DATA PER RS 97/63-66. A- 41-20-58 --J7L / / R = (2' = 1258.6158.61' p = < 72-21-19 > R < 194.00'> LENGTH T- _ < 141.87' > L = < 244.99' > i D X1.3'►' PROPOSED R/W 2A9. S 50-46-50 3 13 55.31 E (R) 194'R E [0) [E M z IL WI Q[rRONA �NHWRIT ma. (0 11 Rte' PARCEL a� 1 35 SQ.FT. E 0.001 AC. N 245 65 0 RIS � S 35.09 Ib ti 49 � fR) ,1 R N 50-3 3 � E � 53 pS 32 55 ��p16 G�/ D X600' SIL R 35 REoo1 66 S, 2166 IRON 1 a Ile - 1fl 3-5A EXISTING R/W 5p.33� i,1) E 4,833 SO.FT. 50.5 N� PAy - h6 I 33 hA /� 0.111 AC. 562�� N�OOD GI 10(W 1R EX1s�1N4o o CC G I� 265 F moi' QD -3 R W 03-3 R( R 4 E- �8� -nh E N 160 33,16 - - _S 43 _15-35 E (R) 'Do -3 19 444'R. CD R. - ao H 444 00 � R EXISTING R/W � 532 28 A E / N 50-33.5 S 35_ 36-37 E (R) --- ��\\ nn 444'R, [MMUh Q9 D00 PARCEL � - - 0507-004A(2) 9Gvla4o0oa 16,515 SQ.FT. apingw gmEWT Memo 921 0.379 AC. COUNTY OF RIVERSIDE p = 06-57-37 R = 1581.00' L = 192.06' I N 53-24:1 W lR1 1581 R . N<8N gt-48-09 W > OHO,' � ti - / '�0 u'),c�no `� < 00-41-15 > o,' O� / Gi{` ' ' O I R = < 756.00') w ; �, ; L - < 9.0 7' > (n; �� \\a '` 099 \ d I N,7 M N ; o° � u' R. 9 / F 4, 19-06-45 H .\ 4S_?3,55 T ` 69.57' L = 123.13') C N 31 3 / / R = 756.00' EXISTING R/W L,= 83.99` �_% , L = 252.18' TOTAL C/L �oC\ CURVE Lp x- LIZ /Ohm _ 216.49�� �cor,/ � 4 L 16 / 07 -29 5 i ipo Ny, R = 150.00' I/'NOf L = 89.69' n A = 22-14-47 R 194.00' PARCEL L = 75.33' 0507-004F 58,541 SQ.FT. 1.344 AC, D R!W RE Pd 1GNE ` . 1071.42` �6 .37.16 39 31-38- _ / E K D- ,�">/� S 36-24-34 E (R) hi�A^� 26� 169 ------------------- 194'R. /R 1700 00' G 5 , FXI ST )NG Rely / p= 1656 R. p = 22-21-58 R = 194.00' - - S - - 02 36 E tRl 194' R L = 75.73' 17-27-44 a / R = 194.00' 1228 a9 //, M L = 59.13' R 1700.00,- 'WOOD AVENUE 5 IRON p1GNED C)L RE TOTAL C/L CURVE _ p = 58-26-53 c,\ _ - - - - R = 1700.00' PARCEL L = 97340.19' 0507-004A(8) a 11.48 105,602 SO.FT.16-28 E - 2.424 AC. S_5�= ------- �• , <n �' ', it < 29.58'> N 81-47-49 W < N 81-48-09 W > 1744' DR7L;�OL� ED RIW o0 00 REN 1GNL - 1258 61 j �,', (e4o�oa R 17 4 4 p0' Q�QI &GgCe4 m9D. �7 a �`4A"20-5-7 voPi , L 40f L A • -- CURVE DATA -- AS NOTED. Q DELTA RADIUS TANGENT LENGTH D 13-54-52 356.00' Q ❑ E 14-16-37 356.00' UNLESS OTHERWISE F 14-09-23 ( ) INDICATES G 14-31-08 400.00' INDICATES H 1 14-21-40 444.00' - - - 111.29' RECORD DATA PER 14-43-26 1 444.00' 114.10' COUNTY OF RIVERSIDE p = 06-57-37 R = 1581.00' L = 192.06' I N 53-24:1 W lR1 1581 R . N<8N gt-48-09 W > OHO,' � ti - / '�0 u'),c�no `� < 00-41-15 > o,' O� / Gi{` ' ' O I R = < 756.00') w ; �, ; L - < 9.0 7' > (n; �� \\a '` 099 \ d I N,7 M N ; o° � u' R. 9 / F 4, 19-06-45 H .\ 4S_?3,55 T ` 69.57' L = 123.13') C N 31 3 / / R = 756.00' EXISTING R/W L,= 83.99` �_% , L = 252.18' TOTAL C/L �oC\ CURVE Lp x- LIZ /Ohm _ 216.49�� �cor,/ � 4 L 16 / 07 -29 5 i ipo Ny, R = 150.00' I/'NOf L = 89.69' n A = 22-14-47 R 194.00' PARCEL L = 75.33' 0507-004F 58,541 SQ.FT. 1.344 AC, D R!W RE Pd 1GNE ` . 1071.42` �6 .37.16 39 31-38- _ / E K D- ,�">/� S 36-24-34 E (R) hi�A^� 26� 169 ------------------- 194'R. /R 1700 00' G 5 , FXI ST )NG Rely / p= 1656 R. p = 22-21-58 R = 194.00' - - S - - 02 36 E tRl 194' R L = 75.73' 17-27-44 a / R = 194.00' 1228 a9 //, M L = 59.13' R 1700.00,- 'WOOD AVENUE 5 IRON p1GNED C)L RE TOTAL C/L CURVE _ p = 58-26-53 c,\ _ - - - - R = 1700.00' PARCEL L = 97340.19' 0507-004A(8) a 11.48 105,602 SO.FT.16-28 E - 2.424 AC. S_5�= ------- �• , <n �' ', it < 29.58'> N 81-47-49 W < N 81-48-09 W > 1744' DR7L;�OL� ED RIW o0 00 REN 1GNL - 1258 61 j �,', (e4o�oa R 17 4 4 p0' Q�QI &GgCe4 m9D. �7 a �`4A"20-5-7 voPi , L 40f L A • INDICATES FOUND MONUMENT AS NOTED. O INDICATES ST 05T LAS FLUSH, SOTTHHERWISE DED99g W/N&T "X" INDICATED, A FLUSH, AND STATION NOTPED UNLESSONUMENT, Q ❑ INDICATES SET 1" I.P. W/RIVERSIDE COUNTY TRANSPORTATION PLAS. PLUG, UP 01, 150.00' - - - UNLESS OTHERWISE NOTED. 10-45-23 ( ) INDICATES RECORD DATA PER RIV, CO. MAP 772 -JJ, UNLESS OTHERWISE NOTED. (( )) INDICATES RECORD DATA PER R.C.F.B. 2117, S-5392. j ] INDICATES RECORD DATA PER INST, NO. 018198, REC. 1-17-1997. [[ ]] INDICATES RECORD DATA PER RS 99/61-90. < > INDICATES RECORD DATA PER RS 97/63-66. R-C.F.B. INDICATES RIVERSIDE COUNTY FIELD BOOK. 1581.00' - - - THIS MAP IS COMPILED FROM RECORD DATA, BASIS OF BEARINGS: 58.97' K THE BASIS OF BEARINGS FOR THIS PROJECT IS THE CENTERLINE OF IRONWOOD AVENUE, L BEING N 86-30-34 E, FROM P.I. NO. 1 TO P.I. N0, 2, PER R.C.F.B. 2117, SUR, NO. 5392. TRANSPORTATION DEPARTMENT DAVID E. BARNHART, DIRECTOR COUNTY SURVEYOR DIVISION MARK S.BERNAS, COUNTY SURVEYOR APPROVED: IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA PROJECT: IRONWOOD AVENUE LIMITS THEODORE STREET EASTERLY TO BADLANDS SANITARY LANDFILL VICINITY SEC'S. 31, 32, T. 2S., R. 2W„ S.B.M., SEC'S. 5, 6, T. 3S., R. 2W., S.B.M., SEC. 36, T. 2S., R. 3W„ S.B.M., & SEC. 1, T. 3S., R. 3W., S.B.M. MK. REVISIONS DRAWN BY: D. DOERS REFERENCES: ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: A. CONTRERAS RS 91/21-22, RS 97/63-66 CHECKED BY: K. TEICH RS 99/61-90, RIV.CO. MAP 772 -JJ WORK ORDER NO.. A2-0507 INST. NO. 018198, REC. 1-17-1997 FIELD BOOK NO.: 2189 SURVEY NO.: 6135 RCFB 2117, S - 5392 DESCRIPTIONS INITIAL DATE I SCALE: 1" = 40' SHEET 8 OF 8 SHEETS -- CURVE DATA -- O DELTA RADIUS TANGENT LENGTH A < 66-33-14 150.00' 98.45' 174.24' > B 01-41-05 150.00' - - - 4,41' C 10-45-23 150.00' - - - 28.16' D --i-o- 29-29 ---- 150,00' - - - 27.47' E 09-21-50 150.00' - - - 24.52' F 06-17-12 106.00' - - - 11.63' G 04-28-44 194.00' - - - 15.17' H 01-48-01 1581.00' - - - 49.68' 1 01-54-32 1581.00' - - - 52.67' j 02-02-25 1656.00' - - - 58.97' K 00-53-13 1656.00' - - - 25.63' L 01-17-55 1656.00' - - - 37.53' M 00-43-39 1700.00' - - - 21.59' N 14-52-03 106.00' - - - 27.51' REVISIONS DRAWN BY: D. DOERS REFERENCES: ADD MONUMENTATION DDD 7-21-99 CALCULATED BY: A. CONTRERAS RS 91/21-22, RS 97/63-66 CHECKED BY: K. TEICH RS 99/61-90, RIV.CO. MAP 772 -JJ WORK ORDER NO.. A2-0507 INST. NO. 018198, REC. 1-17-1997 FIELD BOOK NO.: 2189 SURVEY NO.: 6135 RCFB 2117, S - 5392 DESCRIPTIONS INITIAL DATE I SCALE: 1" = 40' SHEET 8 OF 8 SHEETS