HomeMy WebLinkAbout66936-02 (1 x DIST. COUNTY ROUTE POST MILE SHEET TOTAL C
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u �� R_21 4=3q•0 55+05.881 EC FOR THIS AREA SEE SHEET 1 7 KP 30.5- .9
Iv '� -•�-L_12 8.454m 4'33„ /�/ 24.382m LT 08 RIV s e 26 1
_�`•�.9.923m (716. 71, w CL IMP RTE 74 r /I ` r) \
0) �-- (426.25'' J o �.J o JR zy, AI S rJ � 1lJ �
O ` R� 5gu (83" C 4 SEE RECORDBt�IC LAND -
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29' urn `- CF 55+51.638 SECTION 29 O
8. 1 3548-I 10 24.3 2m LT h�o sGy
54�� 2m 3g_ 89•j pUNO $' 757m (L IMP RTE 74 JAMES JOHN IMBIORSKI`
O d e52.3g, LAKE r pc - ('Sp. 2, 66936
oTO LAKE L 896 R'97g•3 ep '•u QR`S1 C rY pF F C ) DATE APPROVED Exp. 09-30-01 A N
6 0
498m (29q j) '(3 No.J F Rl VFRS p lotNTHCC 6 _ 22g ^` l S R/W RCTC
3560 UNIVERSITY AVENUE, SUITE 100 �f✓Jf 4430 OQ�P rS1
----------- .63,77 Al7 RIVERSIDE, CA 92501 OF CAOt lJ
EkIST seam (7S3 E Bm (S37, 8/Sm (2 12p• l43 97'37„ SC ENGINEERING
23') 3") 29 O$ J m (39 7 J FLDUI" IP PERSTAMPED PMB "LS33698" VICTOR318VALLEORCAA9AVENUE. SUITE 104
2392
N76• ` fklS S8 m N09°04'26"W 0.030m (0. 10')
ASSOCIATED ENGINEERS, INC.
w 74,$33m p0'2gi,E � 55+05.882 EC � T A (7$3 ```�- ,`` F.� +71 7 5 331I E. SHELBY STREET
--- _- TAP-R7E_74-_ _ �y82,17 '`��'T•.� �4 '23') �q, $ 328m 26.345m LT ONTAR I O. CA 91 764
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o _ \�` _ 46,, (�` / \ m�, (/6S, ! rL IMP RTE 74
x C� F / �1 RT`�•_. v to: 21 57+47.358
6jAN73'pq,2 �LL f 7 o / 29.843m T p
657m 4"E F/C' 4 C • 35S N75• IMP RTE 74 6 24
Cr 94 (202,.. 9' O-/ 29'$ rL ha'\P ( 2 m
1S m R� 2 J - of 2!!'N78 4 47, S, 6g• 87g 7q.28 m (243. ` o J a
9 �{� ? OS 3' 6 S07°42' 17"E (R) 9 3 N
'\ o m f 8 _ m ( oafti' a 0
(30 \\� 0 56 (6g2. OTm 226.3l, 71,J 2�`� ��.
9 8 54+ 7 ` 6 $q,J (`?/S, FD BRASS DISK STAMPED "CDOH ) 13
° J 30. 182m RT /60m (2p B 90'J 354+32.74 C/L IMP" DOWN 0.2' S.304m SS/ / wtio 's� 4
} IMP RTE 74 43 NBg. 21, O PER IRS 89/35-39, N81°51'31"W
r / r F-' lrJ 3 5, O 0. 1 58m (0.52') (I 7.40') Z • 0s
1,r1I�r r 1\�lr1J 55+25.490 4207 10' l 6/ n ad �i
Z N10 15 1 -i1 25.027m RT S!n (S/ h \--\` \` N 1.31'28"W (R)
NBg. CL IMP RTE 74 2/, _ 23'/ 57+16.968 BC 0• p�h O F\
PMB 88/94-95 16, ) '---_ W • d CL IMP RTE 4
-09' r' m d=04'07'
rn l3 ?$„ip Q N7j•$6"23' 37 98?•/7 �3 A°u�l '��. 9g' Sld=1 `�jm(o 20"
l l" R=4 0.39' ti M' R=445.01 0.1
S 0 L'8 pp� (I 2gi1 1c (I460.02')
PARCEL 1 0) 14S ?68. 55+ 1 4! 20gm� S. (!g8 E BBm (/4g„f A$ \ 5A9 La77.32- 3.91 980.0
C9 .� m r23 168m 32.885m RT (/35, !8, 4'J ( 13558-I 22.g9 \�S1 ►, S2 °m (253 -'15'3/ J L=32.017m-�
`ry 9 ( IMP RTE 74 J 9. J N `�.,- J (105.04')
3m 98,J 829 CL !9.2 3,97 ,� -----` 82•/7, =00°5
N a �F B, 81, (63 2!m (l3 3, _ �. /,3 46„ L=6.
w � ti r- J co 06') p3"J _`� - 7' 'B2pm E' d=13'S3'p (21.5961n
a 64
W z' N ti PAR G r I I�llrlr' w� 56+28. N7g•29 Q //•6 3�)' L`155.R•640 0 )
Lv - rn N F ( ~ o�P 32.052m RT 27.$6726'E (38 /4/m = " R= °897n (Spy
= s o ^�h 1J , J J I �P`L ^ry !L IMP RTE 74 (9p.4q m 9 J 13S _ • L`12 460.25gm 11 10. 8- -�
lJ) o' ^, PMB 94/73-74 0� ry. J� 5g-I EX/ST 02'J ~_�5
a M (° 2oPt FLUSH, I PER PMB
V� a J R/W `- =`
W PARCEL 1 ^p �� NO3'S6'40"W 0. 149m (0.491) y14 N75 28 36„ 5° 57, ,--_---
N 200 R.
32+468m02 ry 3 ° 4m f/ lop 143m L 12q.892m 993M �O
-- -----
2� r2 (f3n' (L IMP RTE 74 ` 56+65.557 i (323 5S') (409. (!7S 1560. (V
40 6 o^3F�o 31.880m RT R/W- -�
g Q O 4J Op 17, CL IMP RTE 74 % N68°40106"E
,a F- FD 1/2" REBAR STAMPED "RCE 1 1092" �� co �t �� FD I" IP, NO TAG, 84.794m ---�W
> P• UP 0. 1' PER PMB 88/94-95 ° �t F4S UP 0. 1', IN LIEU (278. 19") _
a �_ �coo N89°44'32"W 0.027m (0.091) SF h 'o ^ h F <
N � "�o NJp�l � OF I" I P STAMPED
pp0 � rV
Ab 9�o Fry^o SFC phF�a / PMB 97/3" PER ] Po, W N
~ 0) o 213 co 29 57+63.546 "7p ti W
FD I" IP STAMPED "LS 3698", o m
�F UP 0. 1' PER PMB 55/36-37 V. 27.965m RT o. `� -
<vho N36°4t'43"W 0. 113m (0.37') ^co IMP RTE 74
O _
w LJ- 0=90°03'43" o�Cb FD I" I P STAMPED / GR 1'.c UA h3��4 h Q oar
R=1 5.239m Ai Nsr�h _uAleu Q v a
a LS 3698" UP 0. I', ti.,l.v i 1 vi Q Q
o (50.00') PARCEL 2 PER PMB 55/36-37 ---- REG„ o.R <..s r ,. Q,�v Lv W
L=23.953m o 9. 143m 538°54'44"W, 0.015m (� ,t.t, r. t,'t V,
78.59') 20 (30.00') (0.05') !�v 1 �J�� 22�"OO o' Q
S2 089°?3,1 �h `� Pti 9S �89. O�OP-��o• _
r189 k (140.IOOm h� ��� 16m 16?$„ i h olhv o f-
9g,) ^Oh� ^F ^7�,` 19g
OO PF ��00^7 99 ) / ipO �C7eP O
ti
2 9• b'rV tr7• V n' tiG0 Li
i 119 N8 Occ
0 PARCEL 3 ? v ryo �9p? NB9•
� 90 W FD I" I P STAMPED 301 . 3m 16 STATE OF CALIFORNIA
?") "LS 3698", UP 0.8' >S°� r�39.k BUSINESS. T OF TRANSPORTATI
ON
AGENCY
PER IRSDEPARTMEN
S 89/35-39 r 9 9 g9)
9) RIGHT OF WAY MAP
0 25 METER 50 75
N X c-rc. THIS MAP SUPERSEDES SCALE 1:500 66936-02
0) o S PORTIONS OF R/W MAP Q
`" AREAS RECORDATION Coordinates and bearings are on CCS 83. Zone V1. Dl6tancee and 6tatlonln0
O --0 0 `P PARCEL REMARKS NO. 4 1 3053- 1 0 THRU - 12 are 9rld dlstonca.. Multiply by 1.00010079 to obtain ground distance.. -
g NO. GRANTOR REQUIRED REMAINDER TOTAL EXCESS
INSTR DATE 0.R. Grid was established from N.G.S. triangulation atatlona-
SQ.METERS (SO.FEET) SQ.METERS (SO.FEET) SO.METERS (SO.FEET) S0.METERS (SQ.FEET) ROCKY (MWDSC) ESTELLE (CGS) BACHELOR (CGS) O
,j 13548-1 SEE SHEET 17 NOTES: Supplementary Informgtlon may be obtained from the District Office,
?m Z 13550-1 SEE SHEET 17 _C1Cl L,CJ3 Survey Branch or Right of Way Engineering Bronchi 464 W. Fourth St.
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Y -13551-1 SEE SHEET 17 - ,U` - ( ) U.S. SURVEY FOOT San Bernardino, CA 92401
1 3557-I 1 ESTATE OF RICHARD DONOVAN BRECHTEL 6 628.0 71.342 6,819.7 73.407 13,447.7 144,749 t
13558-1 NI G140LA5 L KATHRYN J. ABOOD 604.8 6,510 12 809.8 144.393 11 O 2. m = METERS m
y y $ 1559-I SEE SHEET 20 v,
(DOt FM II-ED Pees 0 1 2 3 4 5 6 7 8 m:\99138\segl\rw\maps\filefence\92601018.dgn SOURCE 08-410 CHARGE 08-210 E. A. 464121
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