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66928-02
Q0 DIST. COUNTY ROUTE POST MILE SNOT SHEETS / rti r 1 08 RIV 74 w .o 0.2 9 26 0 a \`O SECTION 30 z5 (� �R. / A, �Q �{p'��• �O�Q�• I ES(T _9ATED__. T, ;trio VE LAND y5�18 79 O� �Q }u �2 jj O a 7f3g3'� _ Se P�\L�� C. �'� „ AMES JOHN IMBIORSKI y 1� < r,<-147G+( < z ,•. 90 C7Q aC, 1 '1: fo 1 DATE APPROVED �OD/ Exp. E zs, 2s>� No>. a��o��` ti� >\lJr' TH 5-LS1 J<OR5 TRACT �H t�, r _ 0 oB 3o a (T�f Do 0oM /8q,s9s/n �S 2q'Q \ P�Q\,5, 6. I 'IINtSTfDA7r�1 RCTC J'No. M30 e V W 0'� fS0.0 9'1 0'�y�p p O FD BRASS DISK STAMPED �O 1 c�'f �` ( 1 RSVERS60 INDE. CAT9250ENUE, SUITE 100 qlF OF CAL\V�Q? r-L0 O ) h p��'Q� "LS 4104," DOWN 0. I' i `''' LOT 3 ��N q/ O h 5 QOQ Op PER MB 1I1/96-98 �l FD I" IP STAMPED "LS 4343" SC ENGINEERING (/3q.99m .` Q\ NO 17')42"E 0,052m '"6' a92 565*26'52"W 030m (0. 1 0') V I CTORV' PER PMB 46/72 14318 AI LLE, CALIF A92392UE, SUITE 104 N W ++95 OFp�p FD I" IP STAMPED "LS 4343" �S , SECTION 29 ASSOCIATED ENGINEERS, INC. w W �` 4 G 9 d jSrt 0) U'1 S �09 FLUSH PER PMB 46/72 i BLOCK 24 GR (zr-rr ,� 3311 E. SHELBY STREET ° _ M 3� '9� S'• 565'26'52"W 0.O61m (0.20') '� r I IINST_ o pnT(I�__ �� ONTARIO, CA 91764 u N o NM 5ID-1� OR (Zc� ��j� FD 2x2 HUB STAMPED "LS 4343" 9J �93 L--JHWI1 OF., b v NST_-0) DAI;U �i 9 0,, FLUSH PER PMB 46/72 IO S� �-\`� .'�0 WI DE ESMT TO CALIF ELECT POWER CO LL >� w I1J M _ NEc ,/a�!s o,H,ou�c.1"c lK �j99 N82' 19'24"W 0.040m (0. 13') `��J ,'c,5' 6 PER BK 1 963/316 OR,REC 8-27-56 s a W �� "-` 1 09� FD BRASS DISK STAMPED FD I" IP STAMPED ,t'Lh �- r r ti8 PARCEL 2 + N N a E -E C Iti A-04'29' 16" LS3698," FLUSH 1 ��I�CLL �JJA.P O 9• 42 36.992 > N O R=106.554m "LS 4104," DOWN 0. 1' PER RS 61/93 0a � \r 3 y p4` ' : o Q 6-98 °� z1° 9. 144m (30.00') ESMT L38.39'm g q0 8mW N©B''06'31R MB I'W90.052m i'O�A� i1PMB 46/72 � v,� ss � IMP RTE 74 }� PARCEL o - FOR HIGHWAY PURPOSES p6 y3 ,\ . '6p 1• ?f�% FD I" IP/°TAMPED; ` 3 Li •r PER I HST N0. 237417 OR (27 38') \34 42 OZ,W (0. 17'> ti�`� h p W rn o lq •32' ,,,F �� "LS 434�' FLUSH a p`( �( W � - REC 7-17-89 N64 EX 1$j ti „y PARCEL I \802 PER PMB-06/72 °� 42+38.321 W rn RiW s a•o• .� ti. z 554m (349.59') L-76, �\ ,'Q 6� , o P, 25. 187m LT 24+382m8LT o pR=106. A=40'58'54" 214m'f250.p ) �8)� h h 4 + 3.8 8 hrL IMP RTE 74N co N 5' ,o 4 I+ 26.954m LT � 0042+50.721IMPRTE 74 39+45,m 0 !__ ,' 4.456m LT CL IMP RTE 74 4I+ i0 �• Ct� 24.623m LTW24.382m LT 411m (319.59') qB, 5• 2 ,h�•1 ,�IMP RTE 74 q 304m // �s' ,1?Q`�+r�•p0: IMP RTE 74 Ltl R=97. L=7�7•`'�.,. / 2 , � IMP RTE 74 26.5 6 . s o F- -E W52'27'QOwW (R) $�'1 Zs,\O„ Un f?S3.gp £k m f/S?"f ��. I+7 7 4 TICE IMP RTE T4 `�, 4 + 0. 7 N ti CO �2• D"4$ ir) q /$j' 18q, 24.875m LT 41+95,7 2 ,' 22. 127m LT z (� o'oao (n\ l2 \,1 NZV o ^c.' >4 '28'1 D f"Oq l� CL IMP RTE 74 13525-2 24.06 m LT , O bay 13510�1 \5 6 0 C� o R>8 172 ( 69.59') C 4,3g 09j q3 7 TF � rL IMP RTE 7 TCE IMP RTE 74 W o K N54' 10'57"W (R) s5 20 OF DOE F o L-65. II 13.95') / 2m 6 0 1 9 42+76 492 o a L.L II a1 \� R� FRS �� p Ma R LT 33in fib l8f 9 ? 9 N39 N50• `oe�v 13526-2 w a, AZ` 19 NOAP\� c\ > 0. 7, 2„ Tf riq q0!n -Li -ld9m 2.500 S,IW 1200022 E N39' -✓ 20.300m LT Q o •y8 6Z g0\>pF O4 NpP R/W L>162.7 3 ( 34. 10'1 �q 3./S' �, (8. m Om 58' W 'moo a 43'57" N\9 X.\S\ 1 20') (39-37'> 2.500rr51, 4ryso•�,1 h^ I 1MP RTE 74 a \yOP�E A-12'29'40" R> 7 8 3m (2879.99') R/W 13,OOIm ) Q a 50' 1� o L>26.545m OV p( L=I91,4 6m (6 8.04') (8.20' A>00'31'49" I6. ygti ��� / X2.000)n IE M39'57' N ,�� (42.65' 06"W - _._- ml 9,�Alp' I A2�20 �o? �L�4.887m8 L(2 50�m f 3/s 16 (55 662 m 0 66.N47'45 O7''E 3 ) N6S. J 7 (30344gm�i �e^a' i ) (8 20, ----I 3 m 6 F 3?3 �8 ?4 4 `-NZ4 93' 8„w 36"S ( N 82', 391, p, 2 66 J 0 // /.q Og Ng ?. / f/ ?0 ? ? l N 7 8 g3. 0 01 E N37.02' 7„ 06m) 6 6 \3 y0 g3 w q:-" 0, S i 25,243m 33,839m (23.31 N\9 Lo_ tf`2� "RCE 23713" PER PMB 57/18 f3q~�. 9 2 m f qq, 0 (3 (8I 02') Im \ l3 2. 0 (3 67' ) 104 22" '9, v A=1 2'29'40" R=853.442m (2800.0 ') S24'44'03"W 0.049m (0. 16') /�`h Ek/$ ? ? 9\•g5 �g03m y6am L%6. I09m (610.59') N $C \\6' \\O. , T R/ f sf"f '7) __ S�.77- „ (43 625 j 0\l "I ,h LN_ 7 ,� 1 9 w q2'� N48'10'33"E �� 3525-1 �6, S . o (�4;g,20 39+17 40 CE IMP RTE 74 ' ql _ 129.423m (424.62') fS3 03m ' 118-473m (388, Iv � 69') .f3q 8 > m o 13520-1 / e��` S STAMPED �� 3' TO PERR I S TO LAKE L, h To 41+ 4.097 EC 13521-1 /m fqq PER PM83� 2 ELS I NORE ti`��, Lb FLUSH q ? �S, 46/72 -- A>10'30'00" R-833. 142m (2733.40') FD I" IP STAMPED /35 9San A g5-03^26� L=152.679m (500,9") ' PMB 46/72 N65'26'S2SE4343," PER d I:gm_(q ` FLUSH P f?s qS 83 7 �'�6 8f'Sp„ R142.3460CWR0(52-�`3 N48'10'33° 0.015m (0.05') A3.64' DRAIN ESN�T - --- ---�--�- -- • --• --, R/W E 98.482m (323. I01) W 9S'1 1 ) F /i r- r_ I3520-2 ESMT TO SO CALIF EDISON CO. '/ L.I d>S%'0_�� FLS14343,STADOOWW'ND0.8' o y - 39+17. 88 PER INST. NO. 115377 O.R. ' 41+04.097 42+22.570 IMP RTE 74 L:ASS. /g„`�_• PER PMB 46/72 REC I I-30-66 & INST. NO. 265747 O.R. , 20.300m RT 10+00.000 � "A" STREET span 5j174• 44- N26'44'14"E 20.300m RT , _ 1.49 (673.6 CL IMP RTE 74 TCE A•07 02 12" L• u I 12.405m CL IMP RTE 74 TCE ' 835�079m W 94.204m (309.07') -� (40.70') / - 42+0 5 9 (49.47') Q'3 w 3 i 13521-5 20.3 Om RT q. 17'44'08" R>767 061m (2516.60') ' N SO' L 237.438m(778.99') h 13520_3 1 3521-3 q IMP RTE 74 111,% !S• 57 R.> 22.229m7RT / DRAIN ESMT N418.355m � ?9 ,Swf 15 683M (623. ) ?tM CL IMP RTE 74 ' 0 9, L>11 m 61' _ (27.41') N48'10'33" N41'49'27"W 7 9.31'j M 20.1 16m E 8.220m 6.97') 42+33.520 BC (66.Do') 42+3' 628 42+32 628 4 +42.437 IMP RTE 74 m > h a0v / � 40.000m RT 1.980m RT 20.3QOTa.RT o $ 4 .9 q IMP RTE 74 CL IMP RTE 74 -q- RTE 74 m I eth 42+12.512 w i ZN 3.048m FD 2x2 HUB, NO TAG 31.645m RT d g I C4 ,' FLUSH, IN LIEU OF (L IMP_RTE 7_y_---- STATE of CALIFORNIA �p 1I �,� EASEMENT DESCRIPTION TABLE 2x2 HUB STAMPED ____-- BUSINESS,TRANSPORTATION AND HOUSING AGENCY 3 1 3,048m (10.00') ESMT TO SO CALIF EDISON CO ����/// "LS 1825" PER - DEPARTMENT OFTRANSPORTATION ST PER INST NO. 115377 OR, REC II-30-66 & I Z ESMT TO CALIF ELECT POWER CO PER INST RS 24/68, 42+12 9.12 RIGHT O 1 W A Y M A P ji INST NO. 265747 OR, REC 11-30-66 / O NO. 13047 O.R., REC 2-09-62 (UNDISCLOSED WIDTH) S65'25'52"W i� , 0.024m (0.08') rE IMPORTET74 w s =' PARCEL 4 ' 0 P5 METER 50 75 FD 74" IP STAMPED ' ° "LS 4104," FLUSH, N o 6 0 o PER MB 1 1 1/96-98 ' FOR THIS AREA SEE SHEET 10 66928 THIS MAP SUPERSEDES SCALE 1:500 66928-02�,� i� Rc1c. 1 PORTIONS OF R/W MAP O v' AREAS RECORDATION Coordinates and bearings we on CCS 83. Zone VI. Distances and stationing O o 0 0 o PARCEL GRANTOR REWIRED REMAINDER TOTAL EXCESS REMARKS NO. 4 13053-5 are Grid was established from N.G.S. trigrid dlstcnoes. Multiply by 1.00008970 to obtain ground distances. INSTR DATE 0. R. ongulatl on stations- o SO. METERS (S0. FEET) SO. METERS (SO. FEET) SO. METERS (SO. FEET) SO. METERS (SO. FEET) ROCKY (MWDSC) ESTELLE (CGS) BACHELOR (CGS) O �_ 10-I' PETER&VASO LEMBESIS 106.8 I,150 5,525.6 59,477 5 632.4 60,627 g U 2.- 1 FEE NOTES: Suposmentory Informtlon my be obtained from the District Office, 3 5- RONALD&KATHLEEN WALKER,ETAL 403.9 4,347 4,237.6 46.613 4,641.5 49.980 -lE O 01' ` FEE Survey Branch or Right of Woy Eng lnesr ln0 Branch, 464 W. Fourth St. 13525-2 RONALD&KATHLEEN WALKER,ETAL 30.0 323 TCE I. ( ) - U.S. SURVEY FOOT San Bernardino. CA 92401 /'� ' 1 [ - BILL E. &RAE JEAN LONG I,006.5 10,834 4,526.9 48,727 5,577.4 59.561 la z O l-- -7 S'0 8 FEE `\I (f1 8 13526-2 BILL E. &RAE JEAN LONG 31.5 339 TCE 2, in METERS m $ 100REWCEDKANS 0 1 2 3 4 5 6 7 8 ms\99138\segl\rw\maps\filefence\92601009.dgn SOURCE 08-410 CHARGE 08-210 E. A. 464121 33 ,� � �v.vie l,n RiT.M OiV.,•TaEV.PYI�IEY.NLUFY.I-0-MI DRIDINAL SCALE Is IN W I I I I I I I 1 1 06 AUG 2002