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66929-01
Q9 FOR R THIS ARE SEE SHEET 1 I DIST. COUNTY ROUTE PoST MILE SNOT SHEETS N > 6 6 9 2 8 08 IV :0, 1 12 1 26 r>_ r r. r) r � J r�' " -if1�11 � S � 8 , J\11 � F�S 21}Jb s O O SECTION 29 PARCEL 4 A2 so oo y e[rIc LAND trey '� _ � PARCEL 3. ���' EXIST �? `^ r ho, �_ PARCEL 2 2 10 9S- a, i , , '4 o� W g- AWES JOHN IMBIORSKI A U/ O y�y `'r,, To 's tie l �,, ��s3,, R/W y .s LsE APPROVED' D9 3o-a z of Q! 9 �' A! c� 9.ti0 S 2 'I °• d ° EKp. CV e�°\ tioA ESMT TO CALIF ')B F s`'f �9 9 9 3 i s'� p9 y o rs P. o ' No. 4430 > �� �� `�s ELECT POWER CO 9. 9 is2 S_ F� 9 o a`i \1\' N1 °°Q L'': o RCTC sf �o rc `i PER BK 1963/3 16 OR, ps. 9s`'Sy GB �jO�,• ovrl Gp e, l 3560 UNIVERSITY AVENUE, SUITE 100 4lF OQ� fV r d 2 . s n9/ja \5 3'� OF y\0 OF RIVERSIDE, CA 92501 OF CAL\E PARCEL I iS g,� & RE 8-27-56 °,;' v TST 2 ! e •l Et •'' '( 1 ARCEL IAA? � r 44+14.414 44+43.045 GSFO y2, 0�' ,.1OP��JJ2/� G�`1� }�pOm\'1 lA SC ENGINEERING \�r„ , ,9 s 2 9 �/SA J 'S' l� OU` F V` \� 20' R1E. 1 431 8 CAL I FORN I A AVENUE, SUITE 104 J �L��� s- RL,, 28.470m LT 28.OSIm LT o tiFp to 0 0 �( S \MP PMB 46/72 \ i s� (L IMP RTE 74 (L IMP IT 74 S °6,� 9 y9� A �OPtiE 2\ SA 2$g'11 1 4 0�6 \ V I CTORV I LLE, CA 92392 J \ S54'42 58';E (R) S56'35'46"E (R) e 1 pil p 4• S 0 0' S ��. W 2 1 0 V . ,, L8- 0• OA' 9•U / ASSOCIATED ENGINEERS, INC. F PARCEL 3 I.524m 4+ 2 9 g0y,i pd�(� A I N26 (22 e� m ` 44+1 4.387 28.084m LT ass'sS. 21 p gA A 0 Q 1 ��9'��$m �S� _ 199m 3g3 14 3311 E. SHELBY STREET a i ' 25�1 9 6W 6g A6+0 p R o (5.00') ., , 26.970m LT IMP RTE 74 �'r,, 3 \A 5 2 6 3 \M 1E oNrAR1o, CA 91764 ESMT TO CALIF , IMP RTE 74 L, ELECT POWER CO 9_ 3 Q 9 9 S s '� A y N ER 3 ( \3 > W PER BK 1963/316 OR. i' s . �a. Sys i,�9si 0�' �(. \'� (• yy� o E P R\S + 9. a (3 3 g011/1' w W , y \ 9 A 1 1 a, 00„ 5,1 Z O A6 30� 1 A 62m ) X & REC 8-27-56 1 3528-I s y TICETCE B�i •y,> A A �, q' 1 p. o gG' 2 2�\ °�_ F 21�? G('��� / o N26:° ,7131 A6 �11P R1E R<95512058' (28A.59 (n ,' 3,048m s 13528-2 l9 W O 6m 53 5 �i d,, AD'13" ) 1„ 6 O 9 1 10 ". 38, 1 5y 42m i (I 0.001) N5T• 4.92 \ 12') 66' 8 <31• 62 g6. N 1 i'/ ' �9. v fA 01' 48" 1• °m ( 08.9A') N 4. 6 M 1 C p 52' 50 l32 W PARCEL 4 541m (3 lgzm 6 1 q \2' W ��py1'� ` \ 9°, ?.9� R<69 5.08,) 9A,166m S 1 98. \19�' S0 0° q5+2\.�1E 1 13522-I p.05- N , , IL ESMT TO CALIF ELECT POWER �\ F 1229 955m SAg 0 03' y qm 6"W 1 \ CO PER INST N0. 13047 OR. L'2� 2�'EgOf 2 y2 A A6 �t N z 6`,' `) REC 2-09-62 (UNDISCLOSED WIDTH) ` 9� 23' I B" (95• \A .� •9\ 1• o W o Q �°FIB i'A0 �� 029.222m s a W �2 43+21.766 L• ) �+ 5y 91 0\' g6cn q m 16 N26A g8 (169.0 ) (95.81' 4B" ` 269 t(� a. A\' IMP RTE 74 L-51.53 A<01' A, 0' S A g p"< 2• 1 8A• cj� \�\,'� 'h� 4, 91m L 52' bi 1 g g' O '� 2 A=04' 12'43" 004m \ 1 p6• L 2 33' - a• / ,.�. A<08'29' L<23.47 ) ,1rj \\5• ,y���1� `\y3' (12 SGp1E _ 6 0 o Ln i' , R/W R=701.041 i\ (75. Q M \ - W f (2300.00' �s 9`\\ \ AA�'9 x At0\1 lA lC{�2G Vie ROE /� sa +99 6 \MPOR�E TCE L=103.761m �ti> 4A 0,0 + (340.42 ) d_'�i\ 6• A6 �• + y y O >s. \p+0 (\e\ \2 W F- 33.1 02m) NIS'39'24"E 28.478m LT 1� y \ 95 �3° ��• ���i\ns. ?3?3 �jvT 3 A5+ �asA I3522-2 y 2o6m F- o a W (1 9. 144m IMP RTE 74 S5 y1m �%;W9 �111C•d�U. 5' 2pAP a1E 1LLI o 13527 I (30.00') S48' 9\ p•20.25'03"111Mey\°W� eu� y\� 21 51 E 5 W `� F a a rn =22-06'32" i 0 � Leg �1 am\y\A �� ° PPS A5 \ F1 TO KE R=74 7blm (2450.00') y�,. 9 y2 1� \21• o'I o D = 336m 1A co ELS ORE L=28 . 157m (945.40') - \N,\ \, \�1\11\0 �2\� �' A05 30• R1E oa 46+4 .860 LLJ co pN0 0• 40 22 5 2 gg 18 \5 54 - 1 3 . `\06 491MP4RTE 74 W _ A1g5:63"l�"�� \1- ' \A• 1 " W rt (n �'- 43 -125.514m (41 I.l `42.3\A� Fp t�(pG. W 42� V3y2 =50.A5 tll6 Rl �•+ \y,6A5m 15 N62.159m311 98 ) g°' 45+84.052 m \= 91 NO E4 05 8 • 5q'p2" 3b" m a_ p' 2g, p1„ 6 Q °05' 18+, R= A') lA� NO R o6 l0 2 N 4' •0 N59' 00.20 4 e 2 l5\' 01' (1 0' , y 49.622m RT -- LLJ - 1523.6 521.85t�. 000 L<4.5� ) N rp=62035m 9.8 F IMP RTE 74 ------ p.O (213.52') w A4+2 -- -------- 51'40" L'65.080m p1.43'33" s w'wd L 41'36" ------- z N-11'44'08" R=767.061m 13133c40') ,,A=0 A= N°' �20 R1E 1A A +13.5g2 a�� 31472°' ------ Q ° _- L•237.438m (778.99') \N 7• "E A=0 61 _-------- L•23.107m a o A 1 041m o rc E- =0T02'12" L= . m ys R/yy A5'1 (15.81') ¢ 21E A lR) s ' o = 30. A L(36.22') e�°�------------ ---- PA - O.30 199.24' 3 _.A=51'05 68" R•174.844m (573.64') ��9 i`b��p9, \\1A5ti1 DRAIN 3m �"-TCE 1MPA'38„W �° J�` 3fmr "` ��°•_ 13521- N6o' 4Q,2�mT� (50 PARCEL 3 N L•155.902m (51.1.49') 62'% B9.2a y 5j,\12 ESMT AI„E- - 13 ) 5 , __-- (132• 45+30. 132 5,029m (16.50') ESMT TO ys �y g' ___�-- 1•Ab' 52 --- _778m R1 ---- &T CO PER BK 424/90 DEEDS A•51'05'18" R=190.083m (623.63') f \6°\'3 N40'01'03"E N321 26510) --p-_ - IMP�T€ fL 6MP0RTE 74 O 21.559m 9• [400'26' I5� l _ L=169.49m (556.07 ) (70.83') (398.95') L-I.097m 9+46.042 /� .49 50'57`' �'� � _N4 0 _- 121.601m 117.176m (581.28') +7 0 1 L-(3.60') \8.898m� RAMSGATE7DRIVE Lt_ m RT aL•1 15.615m (379.31') __0 - 31.445m (103-17' 40"E RT 00 o - N37.42' + g8,189m 62• v N16'22'41"E (R) _41111- �195'38140"T 9 545 m LTORIVE IMP RTE 14(R) 898m ( rA emu'; 8'1 x g _------Z45.758m (806.29') 15RAMSGATE �14•49'48"E \e• 0' n= :LN + Ag5,0 > 43+34. 148 v- (62 0 0, p' 65.032m RT 6o W % 43+49.992 + " " 0 � ''DN IMP RTE 74 05'6 D: 20.300m RT 42.000m RT 45.605m RT w 'AN v,�cp a E CL IMP RTE 74 IMP RTE 74 + CL IMP RTE 74 >'w r� NNW .3�? y2 5°„ { 49.627m RT 9+12.327 + � 1M RAMSGATE ��� j 35.489m RT 6 IMP RTE 74 I MPSRTET74 DRIVE �j N NNv 1 (L IMP RTE 74 y wW n O a , S59'36'47"E (R) "tip,�PF 43+79 >�,o 00aDL, � r O O 44. 16I RT C ° ,0 3`�W _m o e��0 C gai° CL IMP RTE 74 PARC.EL JVJAf N0 � 19924 p'� LA Q�� oFe p PMB 122/44-48 - DpOI w Q`3 ^g, F• ,p`` �NW ' STATE OF CALIFORNIA PARCEL 4 BUSINESS.TRANSPORTATION AND HOUSING AGENCY Y Q',• ,.Gp�Q� GR R0 t`' N46'33'26"E N�2'G6 •w l�T' DEPARTMENT OF TRANSPORTATION YI , INST �DAIEU__ RIGHT OF WAY MAP REC,I 2Q.L O.R. -©c.(1(7v..s � 86.BB lm (285.04') O9j•58It,„e 1ycyECP��FOQ To S1rkCaC< 52 7? N58.36 OS 1 I O Op�a10��0 N\fig 9�p61 7p3m (23g S3,1 0 25 METER 50 75 F s a OQ�p�� L L\2 I,R ct _ GR Rc C� --- N 4 G 5 ,�• I E'OT�_UAILU INST DATED G�P�Je L ( Lcx OR.os-nc(9z4� �HEc�t zL OR. o.I', I'I SCALE 1:500 THIS MAP SUPERSEDES 66929-01 RECORDATION PORTIONS OF R/W MAP CoordlnWee and bear Inge ore on CCS 83. Zone VI. Dietonoes and etatlonlng O V/ AREAS O o 0 0 o PARCEL GRANTOR REMARKS NO. 4 13053-6 THRU -8 are grid distances. Multiply by to obtain ground distances. NO. REQUIRED REMAINDER TOTAL EXCESS INSTR DATE 0.R. Grid woe established frm N.G.S. tr l angu l at l on etaiione- g SQ.METERS (SO.FEET) SQ.METERS (SO.FEET) SO.METERS (S0.FEET) SO,METERS (SO.FEET) ROCKY (MWDSC) ESTELLE (CGS) BACHELOR (CGS) O _ 1 21- WHITE ROCK ACQUISITION 833.2 81969 SEE SHEET 10 FOR REMAINDER AND TOTAL AREAS y-O2. - FEE NOTES: Supplementary Information nay be obtained from the Dis+rlo+Offlae. O ' m ' - 13521-4 WHITE ROCK ACQUISITION 1359.8 14,637 DRAIN ESMT Survey Branch or Right o1 Way Engineering Weer ing Branch, 464 W. Fourih S+. (9 13521-5 WHITE ROCK ACQUISITION 7,979.1 85,886 TCE I. ( ) = U.S. SURVEY FOOT San Bernartllno, CA 92401 13522-1 WHITE ROCK ACQUISITION 7,846.3 84,456 20.261.6 218,093 28,107.9 302.549 FEE y 13522-2 WHITE ROCK ACQUISITION 5,844.0 62,904 1 1 TCE 2. m - METERS G) N FBI REW ED YLAK 0 1 2 3 4 5 6 7 8 mi\99138\se0l\rw\maps\fllefenoe\92601012.dgn SOURCE 08-410 CHARGE 08-210 E. A. 464121 lJ ...,M-•._.,a.<,v..m.,.-M.,.�v F."Rev.o-m nev.>,va=v.w-su M10114I1 SCALE iS iN. I I I I I I I 1 1 07 AUG 2002