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908v_rw/ '< SHEET I NDEX (NOT TO SCALE) 0. \DGN\REGHE\REGHE.DGN HECHE CANYON ROAD (2185'+ S'L Y TO 1005'+ N'L Y OF CENTERLINE INTERSECTION OF KEI SSEL ROAD) N. T. S. I /I # T. IS., R, 4W.1 S.B.M. - - T. 2S., R. 4Z S.B.M. - < J F --7-----T----T. - -- -T. 1S.,I 3W., S.B.M. ,- - -- T. 25.,1 R. 3W., S.B.M. � I 'I I It I I -, I .. I ,, n • �I ,A I FAD I PROJF('T � WOODSIDN RD. KEISSEL RD, BFC I -V PROJECT n ! g I It I I -, I .. I ,, n • �I ,A I FAD I PROJF('T � WOODSIDN RD. KEISSEL RD, BFC I -V PROJECT n ! g T. 3S., R. 4W., I S.B.M. i � MERCADANTE LN. I l ARROYO DR. 4 m ! C/i f n �r '< CITY LIMITS I _ ! I t � f Ul t V "i !� O I i Q T.2S., R.4W.jS.B.M_ Lij _ T. 3S., R. 4W., I S.B.M. r T n ( n ANION RD. r, I � C�k VICINITY MAP (NOT TO SCALE) SECTION 18 T.2S., R.3W., S.B.M. LOCUST AVE. KALMIA AVE. JUNIPER AVE. AVE. 0 PROJECT PROXIMITY RIVERSIQE SAN BERNARB+NO 4v' 3,LIRN4R'TV aNT," BEVNONT BANNING ; Pkk SPRINGS INDIO _ _ BLYTHE HEMIT INDIAN COACHELLA -- - - WENS _ - I DF OF SHEF TS I TI TLE SHEET 2 -5 RIGHT -OF -11 --Al- %LAP SURVEYOR'S NOTES: • INDICATES FOUND MONUMENT AS NOTED O INDICATES SET MONUMENT AS NOTED O INDICATES RECORD DATA PER RS 29/37-38 (( )) INDICATES RECORD DATA PER RS 63/75 ((t ))) INDICATES RECORD DATA PER RIV.CO.SUR. MAP 17-C < > INDICATES RECORD DATA PER MB 179/59-62 INDICATES RECORD DATA PER PM 29/6 [ 1 INDICATES RECORD DATA PER iNST. NO. 87635, RECORDED 10-10-1960, IN BOOK 2779, PG. 578 [C 11 INDICATES RECORD DATA PER INST. NO. 62066, RECORDED 4-3-1978 NOTE: ALL DISTANCES SHOWN ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY A COMBINATION FACTOR OF 1.000054473. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY 6 THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON GPS CONTROL STATIONS "FAULT" AND "METZ", EPOCH 1992.9. 1ju - V i � I r T n ( n ANION RD. r, I � C�k VICINITY MAP (NOT TO SCALE) SECTION 18 T.2S., R.3W., S.B.M. LOCUST AVE. KALMIA AVE. JUNIPER AVE. AVE. 0 PROJECT PROXIMITY RIVERSIQE SAN BERNARB+NO 4v' 3,LIRN4R'TV aNT," BEVNONT BANNING ; Pkk SPRINGS INDIO _ _ BLYTHE HEMIT INDIAN COACHELLA -- - - WENS _ - I DF OF SHEF TS I TI TLE SHEET 2 -5 RIGHT -OF -11 --Al- %LAP SURVEYOR'S NOTES: • INDICATES FOUND MONUMENT AS NOTED O INDICATES SET MONUMENT AS NOTED O INDICATES RECORD DATA PER RS 29/37-38 (( )) INDICATES RECORD DATA PER RS 63/75 ((t ))) INDICATES RECORD DATA PER RIV.CO.SUR. MAP 17-C < > INDICATES RECORD DATA PER MB 179/59-62 INDICATES RECORD DATA PER PM 29/6 [ 1 INDICATES RECORD DATA PER iNST. NO. 87635, RECORDED 10-10-1960, IN BOOK 2779, PG. 578 [C 11 INDICATES RECORD DATA PER INST. NO. 62066, RECORDED 4-3-1978 NOTE: ALL DISTANCES SHOWN ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY A COMBINATION FACTOR OF 1.000054473. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY 6 THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83, ZONE 6, BASED LOCALLY ON GPS CONTROL STATIONS "FAULT" AND "METZ", EPOCH 1992.9. 1ju - V 908 -V INST.NO. 185023 FD. 3,/ " i.P. W/RCE 21674 PLAS. PLUG, T� REC. 5-28-1997 i �i i i s �- FL., PER MB 179/59-62, ACCEPTED AS N'LY '� PARCEL �; REALIGNED R/W L _ I I L _ j' COR. PAR. 12!11 APN 471-310-012-1 u, 183 T 30,971 SU T . hV L = 18-46-25 j I 0.711 AC. �_ R = 849.95' C `83-04' 74-59-58 / / f'j L = 278.50' ¢' �� �r ``� ` N 75 W REALIGNED t� , o, , �. �, SLY R/W KEISSEL ROAD - - 33-2 CIL `� / *F� RA r \ /t r 7 / , / r - / � / , i \ \/I i -G 1 / \ A , \A _ V 1 � I 1 L / I / / / / / \ / L _ -� ��L ,A,T r , �� �� "'o APN 471-310-011-0 � T O B. CX 5 7 9 EIS E( D '38 FD- 1'` LP., DN. 1.01, W/LS 2294 TAG AT ` - .02 ' �Gr 14- - c 3 - _ N 14 ♦ i I R/ W FENCE COR. PER RS 63/75 AND MB 179/59-62 5g 58 W 38 04' '5- 5g_58 7� v l� j� MONUMENT LIES N 73-09-07 W, �?' L TRUE POSITION _• /� �� 33-28 ,7 ` _, \�\/\ \ \ A����1 �� I FD. 3/4" I.P. W/RCE 2'674 PLAS. PLUG, -310-010-9 O I APN 471 FL.. PER MB 179/59-62. ACCEPTED AS o \ , \ \ \ C j�.�\ �� o`� o INT. R/W W/S'LY LINE PAR. 12 MONUMENT `ti I ♦ �0,. ° I � LIES N 73-09-07 W, 1.83' OF TRUE POSITION ' . 3. / r- <1 SI >. E . 33. �/ ; n „1�„ - - - - / a ` 30.�� ` \ �'t \ \ �r r� FD. %4" I.P. W/RCE 21674 PLAS. PLUG, z ,' SEE DETAIL (BELOW) �� \ ` =` i FL. PER MB 179/59-62. ACCEPTED AS S'LY 0pr� COR. PAR. 12/11 SEE DETAIL "A" °°' T °0s 4- `'ys'S. (BELOW) soft A4 3 PARCEL �3. INST.N� 343428 � � 0277-006 REC. 7 30-1999 3PLAS. r; FD. /4 I.P. W/RC`E 21674 PLUG, 817 SC�.FT. 7046 28 FL., PFR MB 179/59 6L. H CEFTED AS S'L'r r COR. PAR. 11/10 \ 0.019 AC. � ,� 60' R/W PER OR BOOK 215 200 'r = - 00-32-25 150 7/ 100 R V I\j 50 SCALE: 1" = 50' 40 30 20 10 0 REALIGNED C/L EXISTING R/W�'. ��� 0 PG'S. 275-278, 2-5-35 41�= 33-14-12 X61 'o 70466 r �i� Cr c- �� ` S��S7. �} f L _ / N. T. S. �� R = 799.96 FD. SO. TOP I.P., NO TAU, UP 0.5', �� off ' 1 1 L = 464.05' NO, REF, ACCEPTED AS R/W OF RECHE / CANYON ROAD ti0 ` \ 242,75 - - - N 34_00 _47 E (R) 799.96' R p� \�' �` y; N ?5-33'2 W� 432, EXISTING R/W -��/ o,, o� � �° "0" 4 EXISTING R/W 1 4 D do D APN 471-070-019-7 - o DETAIL "AllFD. 1" SCI- TOP I.P., NO TAG, UP 0.5', NO. REF. ACCEPTED AS R/W OF RECHE ; t 'D (N.T.S.) CANYON ROAD c7l- �� G �\ o l�� L cq o .o `6'0C� v c �L,s t✓ a APN 471-070-035-1 Q:.ri �, } S yt j -I 07 or, '-5,„ 00 Zvi j 1 s Lo U �} � j 3 /i / Lo r A rN n A ©� 30' F< < i/\/ F < I\/I L0 J I \ .• Y V ` J L/ I I _ N 86-5 1 5 74 o I qfl 44998,' -- _---- - - - - -- 12-04-13 Al / R = 449.98' ( ! I i� L=94.80` o 00+ �Ji MATCH LINEI le / 0 ' opt o APN 471-070-039-5 f '� �co / y; o z � 0� co SEE SHEET 2 FOR DETAIL 3o' ` ✓ j -' C> 1 i t 30, 1 j I 1f r t i FD. 1" I.P., DN. 0.5' W /PLAS. PLUG, ILLEGIBLE, FOR INT, R/W P.O.C. & PROP. LINE PER RS 63/75 & MB 179/59-62 APN 471-070-015-3 1, -T r" r SEE SHEET 2 87-16-5V E} - - t _---- 84'-95 - ol - - SEE SHEET 2 FOR DETAIL LL = 07-43-102 - R = 849.951 L = 1:14.48' / REALIGNED R/W INST.NO. 479126 REC. 12-31-1997 PARCEL 31,466 SO.FT. 0.722 AC. y_ ti " = 06-33-04 R = 529,97' L = 601.80' FD. 1 ',/4" I.P. W/LS 3035 TAG, FLUSH, PER MB 179/59-62. ACCEPTED AS NLLY AOR. r:I RS 63,/75 M FD 1' I.P , DN. 1.0', W/LS `1294 TAC; AT R/W FENCE COR, PER RS b3/ 75 AND MB '79/59-62 N. T, S, I `MONUMENT LIES PI 73-0'a .;7 W, 1.37' OF TRUE POSITION FD. %4'l I -P. 'W/RCE 21674 PLASPI-1,1101 FL., PER MB 179/59-62 At CEPTED AS INT. R %W W /S'L"y LINE PAR. 12 MONUMENT LIES N 73-0A �7 W, 1.5. OF TRUE POSITION DETAIL "A„ (N.T.S.) J <'5 \ r -24-, � 4 PARCEL 0277-006 1019 Ac . N`T.NO. 343428 REQ 7-3+0-1999 DATA - INDICATES DELTA RADIUS TANGENT LENGTH A 25-41-58 25-42-14 554.971 555.00` ----- ----- 248.93' 248.98' > B 11-02-33 554.97` ----- 106.96' C 14-39-25 55497' ----- 141.97' D 11-17-29 799.96' ----- 157.65' E 11-51-24 499.97' ----- 103.46' INS7. NO. 87635, 16-13-42 (06-14-17 529.97` 530.00' ----- ----- 150.11' 150.21')) M 15-22-07 529.97' ----- 142.16' P 74-31-34 529.97' 403.19' 689.35' 0 58-17-52 ((58-22-37 529.97' 530.00' ----- ----- 539.24' 540.00')) SURVEYOR'S NOTES: • INDICATES FOUND MONUMENT AS NOTED O INDICATES SET MONUMENT AS NOTED {) INDICATES RECORD DATA PER RS 29/37-38 tt )) IND!CATES RECORD DATA PER PS 63,/75 INDICATES RECORD DATA PER RlV.CO.SUR. MAP 17-C < > INDICATES RECORD DATA PER MB 179/59-62 INDICATES RECORD DATA PER PM 29/6 [ 1 INDICATES RECORD DATA PER INS7. NO. 87635, RECORDED 10-10-1960, IN BOOK. 2779, PG. 578 [[ 11 NDICATES RECORD DATA PER INST.. NO. 62066, RECORDED 4-3-1978 ATnrVlV. ALL DISTANCES SHOWN ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRD DISTANCE BY A COMBINATION FACTOR OF 1.000054473. BASIS OF BEARINGS: FOR BASIS OF BEARINGS, SEE SHEET 1 r\ i A r —I— FC. X14" I.P. W/LS 2345 TAG, FL., PER MB 179/59-62, ACCEPTED AS NI/4 COR, SEC. 18 r \ 1 A l L FD. Yq" I.P. W/RCE 21674 PLAS. PLUG, FL., ,� \ PER MB 179/59-62, FOR NW'LY COR. PAR. 1 r /= 239.40' N 89-20-34 W r 3i — — — — — - --- — ---- - — — — — — — — — — — — — — — — — — — — — — < 240.60' � N 89-57-23 W ? I F:✓I..!4" LP. 'A/RCE 21674 PLAS. PLUG, F :_-, _ — — — — — — — ,. PER MB 179/59-62_ ACCEPTED AS CENTERLINE — , f I LLB.C'. KEfSSEl RD 83.99'- N 88-49`1 E _ _----,- <. - 88-1 I I\ 21G. P`L , i I 84.02` N 3-49 E I L _ FD. 3/ ! P. `'A p2E 16 ,4 AS. rJ PL qS ,�.f TC NER MB 1192/1- L 9 9- AEPTEC vtN _P�'NE �� / L _ ♦ i I 1 } ' �� /. = C n i C„ KEISSEL PEI C.0 } oo —1— i n -4 R = 300.00' T = 12.85` ��. ?q,' / i / F < 1 1 1 1 ` r v t �� L/ 1 1 L= `, �'\� � I � l L _ �. � 1 I �. / 1 V I ( 1 ✓ / �,+t' CRC. -.q s APN 471-310-001-1 APN 471-310-002-2 \ \ hyo 2 /Z Lam - 23-38-1”L I � ` �i✓ \ MV SET 1 I '° COPPERCLAD MONUMENT MARKED 2Q c 1� 1 "RIV.CO.TRANS. DEPT. 11+89.30 EC",FLUS R?69.99' IN PAVEMENT. L = 111.38' I 1ct:PLAS. ., F -3 -?6-01 F � WRCE�c ,� 59 6C. ACCEPTED Ac N't � 2 R 270.00' ` PER MB 179/ \ ^v, � �;/ P } SET 1 I/2" COPPERCLAD MONUMENT MARKED —\ j gVQ' = i1� .43 > OR. RAR. 11 N. ` "RIV.CO.TRANS. DEPT. 52*47.59 EC", FLUSH Q3 (Z) APN 471-070-021-8 IN PAVEMENT. f �A v, / / I C-c� ' INST.NO. 185023 1 L \ Q INST.NO. 1865 42 o I � REC. 5-28-1997 / 3 REC. 5-28-1997 0,'r z� Y PARCEL 1 PAL- PARCEL �'' �'+ \ j — — 0277-004 jj ; 0277-0038 Tv APN 471-310-012-1 cc �, 35,524 SOFT o I 1 14,242 SQ.FT. 1 ,' � � Q-) ` / '� "% -1 { 0.816 AC. r 1 0.327 AC. ©�' t z ;� \� i TO PROP. CO ' I i z 20.00' - S 26-31-00 E (R)' H R. 354-24' N 81-05-17 W 1 \ \ �'� i �1� 1 % /2" COPPERCLAD MONUMENT MARKED SET 1 CIL �EALi 1 1 102.86' 1 9 V / �;.' �� .DEPT. 10+%2.20 BC', FLUSH - GNED _ \ 22 RiV.CO. I RANS 4 ,�_�,E %' ��' �L-5. R. T i APN 471-310-011 0 CIL (� Lo N 81-05-17 W 14- \�,' \7 !°'�'' 149.99 IN PAVEMENT. j A— - — L — _ _ 500.66' - ' E. C, 799.96' RAD N _ REALIGNED CIL \LJ 1 3 N 81-05-77 W --- N r '�' \ ;'� , /'\�' F 30.00' - S 24-51-15 W R) 3 io INST.NO. 185023 } 7 2 N 81-0 --- /` J',' REC. 5-28-1997 91. _ _ 29. 5- t7 22.20' 9. c 18 _ 9g�R W {- �__ J ( 792..20,A 7`I -5g_ y 72 - ?5-07 N 15-36-37 E 58 1 2 23 -53 / ` — 3 t `� PARCEL o —� 7s-37.28 �22.��' NN 74-5--; '8 (R)" 30 3��Q . C14 4 30,9 1 SO.F j 26.03 75- 373-28 - ' - - - - - N �5 _ 7&'24. RFgC / 9S, j8 ? \ — 26.03,E w - 0,_53 _ , �4 NFA. R / W s _ . , - 767.32, n ' — , _ 0 a ' �� - rR I R 2� = REALIGNED 17 11 AC k _ N �0 1 33,94'- } 18g , /9 / € CIL ExI < 36� 20' ` 74 _59-58 N 64 36 50 E ll e ``, N 32 25 42 ,g9 R - \ '96+ 8q9 f � � 1 ' - „ " S %(NG N �5 - _ �' 42 f _ 34.07' _ - , `P' C 37 t .19 i } SEE DETAIL a 7328 W 3397'1 .o 1111, / 10 9�' N 32 �,\1 ll , �� I' I 576 g5 ( /` Zz ', - _ 283 0,, N 3 ;� ,s ,i,� . �, S ��.` c�� } i� Old SHEET 3 ` ♦ ��. Ln 242.75 4-59-58 �\ , ✓ ti, , �j FD. 1" I.P. W/PLAS. PLUG RCE 2674, N 74.59 58l C \ k , \ / - FL., FOR CENTERLINE B.C., PER A / FB 309135 & MB 179159-62. MCINUMENT 0 ' - _ _ T _ \ �'� ' f RUE POSITION -38' 02' 0 , r' T LIES N 75-03-06 W, 0.86 OF T OA - FD. 1" i.P., DN. 1.0', W.'c5 X94 TAG A 338.04 N 774_59-58 \ 1 �\ �� //. i R/W FENCE COR. PER RS �3;'?5 AND MB 179'59 62 % , 5-3 - _ '� - B MONUMENT LIES N ? uu-u W, TP, E POSITION 3-28 ` / ♦ 1 FD. 1" I.P. W/PLAS. PLUG RCE 21674, �, l W ` - DN. 2.0'. SET 1" X 2" "X" TIES & ' 7 -- A� A FD.�4' P� W'RCE 216 T PLAS. PLUG., V.CO.SUR. TAG. FL. \ _ \ �\ t �.' ,�� L �c I I FL , PER MB 179/59-6� AC- _C 2 X 2 HUB W/RI �, Ep?F i AS DIN. - 2. MONUMENT i \ ��— tS�` p IN WASH, PER MB 179/59 6 �- a� I ��c; o INT. R/W W! S _Y LINE AR. It �\ N 75-30-24 W, 0.85' OF TRUE POSITION '\ j MONUMENT LIES N 72 5C- ` A, 1.63' OF TRUE P JSITIC>N LIES < s "All - - - - - / Q� ,\ E , 3.� V , ' FD. �14�, I.P. wIRCL 216?4 p` As. PLu� . l �+ IL SEE DETA f� . ,�150 :'� �' } L., PER MB 179.5 62. A���EPTEC AS S'L'R' 4�. l;OR. PAR. 12,1111 FD. 3/4" i.P. W1RCE 21674 TAG, FL. ACCEPTED �r j �8. �r' \ �� , Q. 00, [ AS CENTERLINE INTER PER MB 179/59-62 l a �\ \ :\ 1 2 �9 '�_ ;' \ 3 FD.q" I.P. WfiR�E 21674 PIAS. PLUG, TOTAL REALIGNED �� ,G \ � < ,� ACCEPTED PER MB 1 q ,9-6L. AC -EP -D AS ��--- SET 1 I/21' COPPERCLAD MONUMENT MARKED 1 CURVE DATA �sU1-96>`�� ` �� `"'� 54 07 C/` INT" FLUSH C L ��s - S vCIR. PAR. ,1'10 "RIV.CO.TRANS. DEPT. 51+ IN PAVEMENT, FOR CIL INTERSECTION OF p = 91-31-26 ' oma, �� � s '\ ,�, J. 104628 ` ` — �r KEISSEL RC. AND REGHE CANYON ROAD. R = 799.96' ' NOTES:,�,`. �'.?, MONUMENT T 821.52' 3 L - 1277.85. INST.NO. 343428 FD. 3%q" I.P. W1RCE 21674 PLAS. PLUG, FL., PER MB 179/59-62 "� ] X'� �s�9 '.y> r ` 19 �'' � _ RE- -30-1999 C'46.i;6 ` 9� st 817 SQ.FT. N 3 " CE 21674 PLAS. PLUG, FL, PEP MB 179159 62 FD. /q I.P. W/R O.Q19 AC. " I.P. W/RCE 21674 PLAS. PLUG, FL. ACCEPTED AS CENTERLINE 0 FD. �/q B.C. KEISSEL ROAD PER MB 179/59-62 G FL? MB 179159-62' EXISTING R/W \ \'` ' r ! v 1674 PLAS. PLUG, , PER 1 r 4 /RCE 2 t� y`�� ���� �� r� y \ FD. �/q" i.P. W MONUMENT LIES S 41-39-36 E, 0.31' OF TRUE POSITION 3 674 PLAS. PLUG, FL., PER MB 179/59-62 APN 471-070-035-1 FD. 1" SO. TOP i.P., NO TAG, OF 0.5', `� \ 6�� '� \ 60' R/W PER OR, BOOK 215, a FD. /q I.P. W/RCE 21 NO. REF. ACCEPTED AS R/W OF RE' ��6,�i ��` '\ ;>',, �� PG'S. 275-278, 2-5-35 MONUMENT LIES S 48-38-46 E, 0.32 OF TRUE POSITION ' o "' CANYON ROAD ' © FD. Yq" I.P. W/RCE 21674 PLAS. PLUG, FL. ACCEPTED AS CENTERLINE \ �� o �� -019-7PER MB 179/59-62 J \ ' t 7 - 7 0 E.C. KEISSEL ROAD �,, ��, s� APN 4 . I oo` -po REALIGNED,/ AV�1 C/L \ `� ✓ REVISIONS IN THE COUNTY OF RIVERSIDE. STATE OF CALIFO RNIA /,� COUNTY OF RIVERSIDE �g� OF R,�,�� L�ilI.�O� �cL� REG''ISED LATA TRANSPORTATION DEPARTMENT ,;�\� Lam`] ADDED MONUMENTATION DAVID E. BARNHART, DIRECTOR v SURVEYOR * * PROJECT: RECHE C_�?\ ROAD ADDED INSTRUMENT NUMBER COUNTY SURVEYOR DIVISION GERALD A. STAYNLR. COUNT. �U �\ 006 q � LIMITS' `185`± S'LV TO 1005`± N`LY OF C/L INT. KEISSEL RD• 4 ADDED PARCEL N= . �I�, APPROVED: �r4710N VICINITY SEC.18, TOWNSHIP 2 ,OUT H, RANGE 3 WEST' S.B.M. MK. DESCRIPTIONS DATE: r•o SCALE: 1" = 50' u Ire, REALIGNED C/L LL= 25-06-08 S R = 799.96' L = 350.48' -N --- 34-00-47 E (R) 799.96' -R.--- ------------------ 2,7Z.34l N ?4 s \ i' 58 Iy ` 4G. 32 DETAIL (N.T.S.) EXISTING R/W SURVEYOR'S NOTES: • INDICATES FOUND MONUMENT AS NOTED O INDICATES SET MONUMENT AS NOTED () INDICATES RECORD DATA PER RS 29/37-38 (( )? INDICATES RECORD DATA PER RS 63/75 2185 INDICATES RECORD DATA PER RIV.CO.SUR. MAP 17-C < > INDICATES RECORD DATA PER MB 179/59-62 « > INDICATES RECORD DATA PER PM 29/6 C ] INDICATES RECORD DATA PER INST. N0, 87635, RECORDED 10-10-1960, IN BOOK 2779, PG. 578 t[ ]] INDICATES RECORD DATA PER INST. NO. 62066, RECORDED 4-3-1978 A��mr" AL' L DISTANCES SHOWN ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY A COMBINATION FACTOR OF 1.000054473, BASIS OF BEARINGS: FOR BASIS OF BEARINGS, SEE SHEET 1 DRAWN BY: D. DOERS/A. CONTRERAS L>DL; g,f20r97 CHECKED BY: K.D.T. jr-IJ 8/7/98 WORK ORDER NO.: A6-0277 JCU 9122/98 FIELD BOOK NO.: 2185 DDD 1 7-13-99 SURVEY NO.: 6051 INITIALI DATE SCALE: 1` = 50 REFERENCES: RS 29,'37-38, RS 63'75 MB 179/59-62, PM 29/6 FB 309;37 SHEET 4 OF 5 SHEETS i Y = - 00-32-25 1 R SCALE: 1" = 50' 200 50 40 30 20 10 c r A A / \ , \ / / H I\!I ! \ A ! V N rn rte. , F !_\ H <` / 1 I 1 1 L_ APN 471-070-033-9 A = 06-04-03 FD, 3/4" I.P. W/LS R = 1054.94' - 3035 PLAS. PLUG, L = 111,72' FL., PER PM 29/6 l «LL = 06-04-28 f « R = 1055.00' >;> FD. Y4" I.P. W/LS 3035 PLAS. PLUG, --\ « L = 111.85' FL., PER PM 29/6 \ 178.49' << 178.49'» r- / v -1- 1 / v n I r 7 - I I I I r I v I / D. 1" I.P. W:'RCE 21674 PLAS, SLUG, F., P'E�- MB '79,,"D9-62, FOR NW''L r' COR. PAF. X A I l r\ R A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FD. ) '' I.P. W/LS 3035 PLAS. PLUG, DN. 0.5', PER PM 29/6 FD. 1" I.P. VV/LS 2722 TAG, DN. 0.7', TOP 5" BENT W'LY, PER PM 29/6 1� N, T,S. I 40.32; N 69 32 190 5 18764 36 E�} 1 - _ - 90 0,0 77 \ TOTAL C/L CURVE (REALIGNED) � = 11-32-41 R = 1599.911 T = 161.74 L = 322.38' D. Y4" I.P, W /LS 2345 TAG, FL., PER MB 17/9/59-62), ACCEPTED AS NV4 COR, SEC. 18 r 7 239.40' N 89-2x-34 W 240.60'- N 89-57-23 W - - - t' If fj (� 83.99' - N 88-49-31 E N 88-13-49 E > f' iI ,`E I III a, SET 1 COPPERCLAD MONUMENT MARKEDA2 � L= 00-25-55 "PIV.00.7PANS, DEPT. 57+4.8.25 BC", FLUSH R = 1599.91' IN PAVEMENT. = 1207' � � I CIL REALIGNED - s�cr.��\�r� 8' s_7 �V I a R/W (EXISTING) cc DEVIL "A" ti 1N.T.S.a APN 471-070-021-8 ti � I W A3 v N 89-49-13 W << N 89-36-20 W >> -------- -- I.P., DN. 05', VV/NO TAG, iNST.NO. 205565 FD. i4" I.P. W/LS « 25.03'» 25.03' N 06-15-3E(R)__1029,94' R._ FD1 i/4" z ------ r� PER FB 309/34 PEC. 6-11-1997 �n 3035 PLAS. PLUG, -\ n N 05-40-20 E f - `" FL,, PER PM 29/6 - ( _ - PARCEL 14-11.52 1 20.00' - N 20-27-24 E M oo I ------- 178.49' « 178.49'» ---- - ---�- RE+ CII o - X029.94, \ i\ 1jE t / IN 89-49-13 W << N 89-36-20 W >>---------__ FD. 3t4" I.P. W/LS o o Z = 20-16-37_A 3035 PLAS. PLUG, 178:49' (t{= 20-12-00 R = 999.04' = FL., PER PM 29/6 = 20-16-37 = 1000.80' T N 89-49-13 W n R = 909.94' 178 13t 17-21-24 }� = 969.94' T = 173.44' l 352 5 , _ 293.83 26 -- C~ DcATA - 1 1 i l� DELTA RAD}US TANGENT !13) A 05-27-22 [[ 05-25-00 1969.89' 93.87' 187.59' 188.24'11 B 05-27-22 ((( 05-25-00 ICN 95.30' 94.61' !z C i� 2029.89' 96.73' I D 11-06-46 1599.91' ----- 310.31' �I 11-32-41 1549.91' 156.58' o, E E E I` � 1 i O ' 1 I ----- 176.15' , � I G , z ' • 1 V, r- / v -1- 1 / v n I r 7 - I I I I r I v I / D. 1" I.P. W:'RCE 21674 PLAS, SLUG, F., P'E�- MB '79,,"D9-62, FOR NW''L r' COR. PAF. X A I l r\ R A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FD. ) '' I.P. W/LS 3035 PLAS. PLUG, DN. 0.5', PER PM 29/6 FD. 1" I.P. VV/LS 2722 TAG, DN. 0.7', TOP 5" BENT W'LY, PER PM 29/6 1� N, T,S. I 40.32; N 69 32 190 5 18764 36 E�} 1 - _ - 90 0,0 77 \ TOTAL C/L CURVE (REALIGNED) � = 11-32-41 R = 1599.911 T = 161.74 L = 322.38' D. Y4" I.P, W /LS 2345 TAG, FL., PER MB 17/9/59-62), ACCEPTED AS NV4 COR, SEC. 18 r 7 239.40' N 89-2x-34 W 240.60'- N 89-57-23 W - - - t' If fj (� 83.99' - N 88-49-31 E N 88-13-49 E > f' iI ,`E I III a, SET 1 COPPERCLAD MONUMENT MARKEDA2 � L= 00-25-55 "PIV.00.7PANS, DEPT. 57+4.8.25 BC", FLUSH R = 1599.91' IN PAVEMENT. = 1207' � � I CIL REALIGNED - s�cr.��\�r� 8' s_7 �V I a R/W (EXISTING) cc DEVIL "A" ti 1N.T.S.a APN 471-070-021-8 ti � I W A3 v N 89-49-13 W << N 89-36-20 W >> -------- -- I.P., DN. 05', VV/NO TAG, iNST.NO. 205565 FD. i4" I.P. W/LS « 25.03'» 25.03' N 06-15-3E(R)__1029,94' R._ FD1 i/4" z ------ r� PER FB 309/34 PEC. 6-11-1997 �n 3035 PLAS. PLUG, -\ n N 05-40-20 E f - `" FL,, PER PM 29/6 - ( _ - PARCEL 14-11.52 1 20.00' - N 20-27-24 E M oo I ------- 178.49' « 178.49'» ---- - ---�- RE+ CII o - X029.94, \ i\ 1jE t / IN 89-49-13 W << N 89-36-20 W >>---------__ FD. 3t4" I.P. W/LS o o Z = 20-16-37_A 3035 PLAS. PLUG, 178:49' (t{= 20-12-00 R = 999.04' = FL., PER PM 29/6 = 20-16-37 = 1000.80' T N 89-49-13 W n R = 909.94' 178 13t 17-21-24 }� = 969.94' T = 173.44' l 352 5 , _ 293.83 26 -- C~ DcATA - FD.3%4'' I.P. DELTA RAD}US TANGENT LENGTH A 05-27-22 [[ 05-25-00 1969.89' 93.87' 187.59' 188.24'11 B 05-27-22 ((( 05-25-00 1999.89' 2000.00' 95.30' 94.61' 190.45' 189.08' ))) C 05-27-22 2029.89' 96.73' 193.31' D 11-06-46 1599.91' ----- 310.31' E 11-32-41 1549.91' 156.58' 312.29' E 05-01-58 1549.91' ----- 136.14' G 06-30-43 1549.91' ----- 176.15' SURVEYOR'S NOTES: 0 INDICATES FOUND MONUMENT AS NOTED O INDICATES SET MONUMENT AS NOTED {) INDICATES RECORD DATA PER RS 29/37-38 (( )) INDICATES RECORD DATA PER RS 63/75 ({( ))) INDICATES RECORD DATA PER RIV.CO.SUR. MAP 17-C < > INDICATES RECORD DATA PER MB 179/59-62 K >> INDICATES RECORD DATA PER PM 29/6 ! [) INDICATES RECORD DATA PER INST. NO. 87635, I{ RECORDED 10-10-1960, IN BOOK 2779, PG. 578 [[ �) INDICATES RECORD DATA PER INST. NO. 62066, RECORDED 4-3-1978 NOTE: i ALL DISTANCES SHOWN ARE GRID DISTANCES. GROUND DISTANCES MAY BE OBTAINED BY MULTIPLYING THE GRID DISTANCE BY A COMBINATION FACTOR OF 1.000054473. { BASIS OF BEARINGS: I FOR BASIS OF BEARINGS, SEE SHEET 1 A2 FD. 1" !.P. W/PLAS. PLUG, ILLEGIBLE, FL., - NO REFERENCE. MONUMENT DESTROYED BY CONSTRUCTION. RESET 11/,," COPPERCLAD MONUMENT MARKED "RIV.CO.TRANS. DEPT. 61+59.55" FLUSH IN PAVEMENT. APN 471-070-008 MONUMENT NOTES: ® FD.3%4'' I.P. W/RCE 21674 PLAS, PLUG, FL., PER MB 179/59-62 MONUMENT LIES S 41-39-36 E, 0.31' OF TRUE POSITION O FD.3/4" LP: W/RCE 21674 PLAS. PLUG, FL., PER MB 179/59-62 MONUMENT LIES S 48-38-46 E, 0.32' OF TRUE POSITION � 0277-005 x,649 SO.FT. 0.107 AC. g, r -7 / \ / r - / \ / I , \ I ! A 1 \\ A _ V / I f . 'I- I I I I L - \ / I Ns$. 9S' � f Z 89- R` INST.N0. 185023 REC. 5-28-1997 �>; � I � _ 1`� � , � N 6 �- - - - SEE DETAIL "A„ _ PARCEL T 0277-0038' 5 E r (ABOVE)A3 E)d ; \ \ I~ 14,242 SOFT. IN rdC� 18654 \ \\ PFC S R 199? \ U.32? AC. ZZ G � \\ � _ PARCEL T �' .71.3 I 4�. > 1599 ,� �2 - 9, T 60.00. I \ 1 �t 4r 3 76 �4. 354.24 35,524 .>r.FT. \ X829, T�3, \y22 ?�. - 1 '` �^ 5 \ ' \ \ _ CIL REAL IG \ 3fi % NE ` 30 - - _ I 101.86' q7 9` i A SET 1/�" COPPERCLAD MONUMENT MARKED 2 ----__ 81 'L+��-�� \ ® ,1 Ih' TC "RIV.CO.TRANS. DEPT. 60.70.63 EC", FLUSH (�� A L. F \ IN PAVEMENT.79 FD. 1" I.P. W/PLAS. B PLUG, ILLEGIBLE, FL.\ �'- 7,921'0`1122 NO REFERENCE. MONUMENT /' _ , �� ��, `L 3, N �4- LIES S 69-32-36 E, 0.80' C `� - 2 12.28 �`` 59 �8 W` OF TRUE POSITION 307 2E. Q.?� 3 -28 _ . 32, : _ X26 �- FD. 1 114 �.P DN. 2.0', A �V ? _ - O3) > ) APN 471-070-035-1 W,r�c TAG DFR FB 3C9;'34 J� 5 i i 1 -36-50 E _ ` 0 c 02;2 - \ = � 61-49-41 E 34.01' IV -7 _' � t�rT 33.97= FD, 1" P. W,`PLAS. PLUG RC`E 21674, 4s DN. L O`. SE I :X 2' 'X' TIE 2" 'x 2" HUB 'W/RIV.CO.SUR. TAG, FL., FD, 1'' !.P. W /PLAS. PLUG RCE 21674, !N WASH, PER MB 179/59-62. MONUMENT FL.. FOR CENTERLINE B � PER LIES N 75-30-24 W, 0.85' OF R E POS.TION FB 309/35 & MB 179/ 5 6 MONUMENT LIES N ,�3-06 W, 8E jr TPUE POS k -'N 0 190 111 10 11 LVA