Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
66928-05
TOTAL Y DIST. COUNTY ROUTE POST MILE NO. SHEETS 9 - - V w' y'\ 08 IV 74 28 6 IIA 26 1 Ly r y 00, PARCEL MAP @trJC R rDR LAND c i�OQ��°�9'� �``` I N O ., 101 -7 f� ?y�o sGy� r0rnn D cj \ g3.�, - JAMS JONN IAIBIORSK1 0 �.5.� Q + p` p PMB 65/29 i�v?lJ'/ Z V Q�F�61J ��-\ 1 1+66..2 1 8 \\ DATE APPROVED Exp. 09-30-01 N O \ Q (L IMP EL TORO q' 'G ©P x \- CUTOFF ROAD / PARCEL 3 Rcrc J No 4430 ! 0) ¢ h�\a YcQpR'F ��• 3560 UNIVERSITY AVENUE, SUITE 100 L5y4p` rOQ r rti r /1 h F-) \ Q SO \ RIVERSIDE, CA 92501 F OF CAS\� D 10 , Jv SECTION1 JAJ 29 V o J D Jill o •� 1 p40115��NOI SON SSMT PER SC EBGCALEFORNIA AVENUE, SUITE 104 ED W/ 8X VICTORVILLE, CA 92392 OT N ASSOCIATED ENGINEERS, INC. �� 9.144m \' 3311 E. SHELBY STREET a CURVE DATA TABLE 9.IA4m ONTARIO, CA 91764 w CURVE DELTA RADIUS LENGTH PARCEL I 30.0 ' 30.0 ' > Q 12' 12'39" 209.311m (686.71') 44.608m (146.351) 9 \ M 61 02 05'42'45" 209.311m (686.71') 20.869m (68.471) c? (TT_ 01' 14'02" 209.31 I m (686.71') 4.508m (14.791) i a cH M PARCEL 4 /03 1NST DATED O 9 98'26'56" 14. 143m (46.40') 23.816m (78. 14') �HEC II O.H.os� kl,zYgQ P N 29'39'33" 50.376m (165.28') 26.077m (85.55') Z F F VIP n ® 02'33'46" 995.661M (3266.60') 44.537m (146. 12') 47+78.478 IMP NORTH FRONTAGE ROA4 lb O CUTOFF N \sic' i 2�. �' IMP ELT M - 10+64.299 IMP N44'56R08"W (R) o� a > CD w > - y ORO CUTOFF 10+46. 66 15.240m FIT ry. \ N ; �� ?9ti�/ y9 `�a', a v Ch N48'55'08"W (R) o c o +53,175 22,250m R7 0 l` "Q3 p /d\ z M w fL IMP EL TORO CUTOFF ryry�� `y. Pr �? •o� 1, 3 ra I +T U ? d - N38'47'15"W (R) G4ih\ P `ti h to • CP 20.662m LT 9 0/• _ 48+11.928 EC �y IMP EL TORO CUTS F c/O3' Z ; IMP NOR H 4n o N�+ - `pp N 1750'00'30"W (R) y/. "•9 S c+ Q(voQ�ry R' L/,'�C4C- ✓ o w FRONTAGE ROAD ?2 h h �• ? �0 4; �ry� CD L PIS /-rry-� r a v s 48+21.857 BC Q<v o RS 24/b1-J . i0 1 /0 ' FD �4' I P STAMPED Q•01'05'22" r �. Moa •3 q 2 F R•233.693m / RM v FRONTAGE ROAD �Qry h `� h WgTER. SrE TO > cr o 22.250m LT (76b.71') eoo�n a 47«96.761 p• L BK p0 & TELE CgllF . \� A "RGE 25183' n ry Its EL TORO CUTOFF l•4.444m / z L o hR 68/505 p�O PF ._ r DO N 0, PER 0'59'54'W (R) (14.58') It IMP RTE 74 0412'� hs " R \ FD I" I P STAMPED o PMB 65/ 9 N64'05'25"W (R) ® 4=0 N33'04'30"W �\ "RCE I8478" F4USH, 566.29' I4E g•06, 2 \ 0.058m (0. 19') 511 1188.44') R-233. L=3?" NS8R) FD J IP STAMPED NO REFERENCE \�l• \, 431m + / (R•76 693m I Og• „ �q 57T 49'O8"E 0 018m W q 55" 6.71' L• 64M 33„ 48+47.934 EC RCE 18478" FLUSH, i fy5 4.O / 121, 20 2 f 48+62.165' (0.0&') p.\ 93') (6g, 65m fL IMP NOR H NO REFERENCE •A`5 �3 N�\ ZO" R/W f 5 ' /6„ /3'1 FRONTAGE ROAD 20.300m IT N89•g6'18"W 0.067m •} o (0.22'> O� �I-A2g3M (\,1 E aF�ouN?v _ 6.3g RTE 74 \ ` \ \. D\.S\2 61' \1b6• Y FR�N pCiE (2p 88) N58' N49"05'03"W w A \O RTH L=33.450m (I (8'4 m 3 E P A R C L �� 52 e�` \ m 5a N0 OF 9 7q' 3, 51 Z" 6 OF CIT 3,) 08'46'2 X/ST 1 83gq fl lAp/m CT Y 0.680m p y 50� 0, 53 1Y1Ap J\J� � '� 6r D,\ 90 R om \6. 1 UNOAR O „ 3.B4 g9.g Rr q � \- g\• \6° 99 l� 69� BO ''�.. ' �(!•2. �h� 3/. 74. 1 03 113 A'w\09• p55m6� 1 \ 4� R/W 0 ! 53)m f1 35 N58.Og, PMB 48/42 �2oe + $ \ D R.2\B15166.99�m \ • �X,5209.311mL�48%402m - o + 9129 25"E 3 /' N3l'S0• 03.9Tj /52g1m f/� 6 61 .0 6 m �.\ 9\' lP' �\ �'158.8 2� 19" _o (30.49 N s.0 3? .... NS /8' 33„ f2.3bgm52� f5/, 8 1 PARCEL 2 /si N, AIGERROAD \\5� `\ A6 \1b\ �5„ 9m \q6y\ w ` 1 \ ( \3• g6g6 N8 9 6Tf5 )� p "r �03 31 39 , ?> (/pyS4 ) 8 Og, Z8� (59.9g 1 076 EC A� D§ S sqS .\q23\6A\A OZ„8 Y N6q 3\ l31 12,46" ,n °° .� ' R•284.T60m 2ySs / 32,E �/�2 N58.0g,3 _•� 988m 1160.12'J + $5 1 y D \ t1 0' 00 +Z 1 USOFF p•04' am w l9 4.2`p') 9 /s (6/, 2"E 48. l 0�`y.,IMP N 22'A 92 0 2 \ 6q 2 l)U 0 240m�SOPO G R�3fb•2AOm vrm ^ L.( 5 m sF s gg > r NITAGE ROAD \1 '� \S N gym \\ EL lk1 11034.25' o-1 O r (52.07/ 99'1 t�36 1 '09"E q6" \' \ \NR 0"1 119m `?`Mv, in c I. •'�,.`�'"' rc T G b' 2j' b6 1 ,\ (G� 1.56'2 L.23.5,) oo• ;n -a �1.31'42 - .76-797• q + 0.000 BC 9 \\ l6 6\ Z 53 \ (16.0 J ro 13523-2 R/W T6 ?. 39 D` \ D+ yo g2• �r\ q1+3 LS �a o Y, 9.74 L.g8.234m (289.48') 2.pq 03 F1 Awfi` \\ 20.30rTE l4 (�\ l31 yq 661m (3266.60') L 48+29.947 (531. (53 (483. RONTAGE ROAD 5 1 s P q0• m-+N 1w 8 W o p5'04'39" R.995 o %\ 42 2 „ b„W >o n ^_ Q __ 519 \\32 63 9" n \ w o\ fi 2 • _ 48+09. IMP RTE 74TO g9iPN e+\� N5 N09 133.65'\ 0 0.001m LT IMP ROUTE 74 5-5251m 14,Oq„ 1 _ 20. RT N77'00'51"E (R) � \ \0• 02' 39' 74 65,2� 060 NO EO \\ N58' \ 15 1m (121. b N IMP 42 z: g9 / l\ 6,0 ,\ \O• \ \P \.\ lR) \ 3g•62 10+08.53 5409' 194.350M (637.63') 0 269 105 g5 ��� uN0 \ \' •Z P PLO N60'40'50"wa3'19" ) �' El T OAD �•1 1'25'01„ L. w F i \ F OwN I,-\Y 5 ` q C32, l9g'\7 362m (3200-00') '�A` / �J•O�I \ 16F E 2�,5,/\� \` L~29•92 \I. N55'27'21"w (1) 52'39 896.g98(R STATE•(2941.26') BUSINESS.TRANS PORTATION CALIFORNIA HOUSING AGENCY (28.01' 483 PMe ko. 536m DEPARTMENT OF TRANSPORTATION P�i CI �l0 q6 \\B5.a4 RAW 8• (413.g7 ) 41+ �J 5 op p 26°'yyri� S� 0• o-I- n 13266 60r\ c'\ \ o \( 39" L.144.315m 1► E 1TORo RIGHT OF WAY M A P v�'� A•F 3A„ r0ro 60,1 S Y p 08'2g, 10+oa0 AID EL ROAD 062m 13133.40') w s \2E°g'S 0 0 �,3 �G 03•\ R.995•\g46• y �`� 13523-f 3g'53„ .955. -� Q !\\A2 30 a IA Dp.\q•50\525s 0g3m `A\�E I \` \ \\ 4� R/W �•37• L•621.5 12058.90') _- 0 25 METER 50 75 LO -_ \MP `/ ��SINoa`� `/ \ 66928 'THIS MAP SUPERSEDES SCALE 1:500 6692$-05 I T o:�M �� FOR TH I � A A SEE SHEETS 11 13 66929 PORTIONS OF R/W MAP O lJ T 3 f M"`� '�i AREAS RECORDATION Coordinates mtl bearings are on CCS 83. Zone VI. Distances and stationing O -o 0 6 PARCEL GRANTOR NO. 41 3053-6 & -7 are grid dlstwoee. Multiply by 1.00009192 to obtain ground distances. NO. REQUIRED REMAINDER TOTAL EXCESS INSTR DATE 0.R. REMARKS _ S M TERS (SO.FEET) S0.METERS (SO.FEET) SO.METERS (S0.FEET) SO.METERS (SO.FEET) .�(126-(G � Grid was sat ROCKY lehstl from N.G.S. tri (CGS) ion BACHELOR nI 'D 13523-1 SEE SHEET 14 G _ r' ' NOTES: ROCKY (MWDSC) ESTELLE obtained BACHELOR ICGS) O � ) f SuDDl ementory IMormai lan may be obtainetl tram the Dl strict Off loe, O 4 a 13523-2 SEE SHEET 14 Survey Branch or Right of Way Engineering Bronoh, 464 W. Fourth St. QO 18039-1 HENRY M. ROWELL ET AL 40.9 440 12,027.6 129.464 12,068.5 129,904 FEE ( ) U.S. SURVEY FOOT San Bernardino, CA 92401 CV 2. in • METERS FOR s[sucEOPLANS 0 1 2 3 4 5 6 7 8 m,\99138\segl\rw\maps\fllefence\92601011a.agn SOURCE 08-410 CHARGE 08-210 E. A. 464121 Drasl oca-a-rr Eay.vT•en-wT.a osv.,-En•Ev.a-Es aev.S-roazv.lwsa ONIOI AL WALE IS IN ON I I I 1 I 1 I I 06 AUG 2002