HomeMy WebLinkAbout66928-03 GIST. COUNTY ROUTE POST MILE SHEET TOTAL O
FOR THIS AREA SEE SHEET 9 KP�• 29.
NO. SHEETS
N 6 6 9 2 a 08 RIV 4 PM 1 2 10 26
O
O
�' - -_""�-� 6'S. c4 \� , , � .�Gb/ _,JAMES JOHN IMBIORSKI
0+74.387 `\ � N a `'
20.300m RT --- ?6'S2„- ------ F y
Z - - NOP�\V� \.��( N1g'bo � - Z IMP RTE 74 F,r� f - X�S DATE APPROVED EXP• 9-30- N
° 1ST .�$4V p6- OF \NOEL N43'49 09"W (R) , /� 65. T ��` Raw r RCTC ffNo. 04430LA
01 v
O rc o�N� � N\9 y \30 R=853,442m (280C.00') L=1 86. 109m (610.59'). N48 10'33 156/„e 19 f 12gn 3560 UNIVERSITY AVENUE, SUITE 100
g \, O3f� Aayp'29`40" , g' RIVERSIDE. CA 92501
BC \ 6 129.423m (424:62'��„ q?') (P OO •�+156 ,q2,J TO P_ ERR I S SC ENGINEERING
6• 40 IMP RTE 74 4 1 1 18.473m (388. Qj 1431 8 CAL I FORN I A AVENUE, SUITE 104
39+0 .7 i VICTORVILLE, CA 92392
22r229m RT + ,' /,� 41+ 4.097 EC 69 ) -�
13520-f
TO LAKE CL IMP RTE 74 C� 26.384 m RT 0.00'22'36° IMP RTE 74 1352 I- 134.9S 42 �� ASSOCIATED ENGINEERS, INC.
w E__SINORE 39+17.988 �i IMP RTE 74 L-5.479m - 41+04.097
F 44' 14'52"W (R) i (17.981) ONT E. SHELBY STREET
a 2 OOm T R/W p=12'29'40" R-833:142m (2733.401) 20. OOm RT /� �qq? �5 £k ONTARIO, CA 91 T64
IMP RTE 74
N54' I9'09°W (R) - L=)81.68m (596.07( ' rE, IMP RTE 74 a R,w sT
91'>_�.____ ___ N48'10'33"E 98. E" A-00. 12'42" 42+42.437
cD l A,JO'3()!q " L=15_2 7 - 00'--
' � _ � 482m (323. 10') L•0.702m 20.300m RT
(2.30') (L IMP RTE 74
A ESMT 13520-2 - A-01'37'04"
m -DRAIN
� \4`1 -- A=09'40'01" L•139.542m (457.81') , L-23,524m
A'10'28'20" R=827.058m (2713.44') L-151.165m (495.95') ghR,� '� A•00'48'19,. N43'2 .33"W (R) ---------------------------- 'S6-5m
N83'01'40"W
4 +i 7. 5 Dry$/ti/i 1 L(38.6q) 6 ) 40+80.000 TICE ( 9TI79rtr- (3/•3g,J
TICE52.632m RT `\ 1352 I- 9b----- ---- --- -------
`L ---_ , 0+ 0 20.300m RT N+ll'49,2� W 083>n
N28� 20o,,) IMP RTE 74 ---<_ cfi _13521-3 26.384m RT CL IMP RTE 74 N48'10'33"E S (623.63, 50'g7„
a \g. p0 1 39+24.01 z 13520- , 8.355m 20.1 I6m �i��J 1IWO 3q 3g 15" ) �•115,61
I 63- 26.`384m.RT , ' --'- IMP RTE 74 (27.41') (6 S, 45' L• 5m.f
a 1 ( , L N45'38'40"E 245.758m (806.29') g�i ?g /8„ 114.91 79,31')-�
^II fL IMP RTE 74 - ---- a i_ 56. !Y (377.
> I ------------- DRAIN ESMT T0'1 l / 01')
on oAI m q4.N58N5�'�3 53"W (R1 �,23"06, 46 947m NS 3q 10 10"E N35'39'35„E 59.648m 1195. + _ �. _ ; g. -�
�� w� g57m (1q5 E N\g\ \g\• ��,/ 3p•417rt1 (99.79') rL IMP20 ORTET74 DD Nth --- ------------N
w(°'i,� e6'y N45'28'58" 23'35 \(0a�^ 42+22.570 IMPT-
0 ---
oil - Z. 30.730m (100.82') h I 0+00.000 IMP "A" STREET __- ------ _ ~
0+ + % 40+35. II 40+67 467 41+28.293 ___T q + W
--- W
w 'II 43.233m RT ,' 55.611 RT 60.223 RT __----- o
48.027m RT 31.780m R7
a III ( IMP RTE 74 / CE IMP RTE 74 IMP RTE 74 IL IMP RTE 74 (L IMP RTE 74 N
° °Dd 59+896m RT 39+90.288 , 31.645m RT 3 f-
u II 9+04.791 63. 137m RT , W rn
t- IMP RTE 74 CL IMP RTE 74 IMP RTE 74 W 42+32.628
U I 28. 33m R ESMT TO SO CALIF EDISON CO. c0 LLJ
PER INST. NO. 115377 O.R. 40.OOOm RT
CL IMP RTE 74 REC II-30-66 & INST. NO. 265747 O.R. 42+12.512 v f- W
00 � REC I I-30-66 40.OOOm RT _ V) IMP RTE 74 N
(E IMP RTE 74 z
!_ FD BRASS DISK STAMPED ,' 3.048m w Q
W N "LS 4104", FLUSH (10.00') Q N Q W
LLJ PER MB 111/96-98 9+ 0.000
= S46'20'02"E 0.079m (E IMP "A" STREET
i Q
(0.26') �' A=00'48' 19" z
N SECTION 29 R-103.622m - o _
//I (339.97') o e N
W \ o J`V o t� o ��1��� o �! ry o �\JJ o L-1.456m a 2
N i'�ti�h (4.78') o
�T
SECTION 30 ,� d� p
Lu- �'3 / igOg hh\. r'!AR L I\J�A.P NID 1 9-92 } N66' 13'39"E (R)
Q (`- i' TO h r r ^1 10.003m (32.82') O
Q
PMB 122/44-48 o W
aM In
�
' hN
cn T .�ti \�� PARCEL 4 h� N61•q
= co-'0 'Qo\ N46'33'-26"E 86.881m (285.041) Ills 4 ~ z ?Og 3?qm y2�06
16g3.q8,
M N�1m
LL
IN3T DATED N^I�h`^
INST DATED 0n of
REC 11 O.R.°Ss-cX 14�.`I(.+ REC 11 IG O.R.ok-O6151.�(' M� 100 PQ
,. 10.5'\cEc C�.� -� 7
o /,�. >, `.,,�a To'S-F� C P�sCI25z1-31(35��_.( OIO�MN
�135z1r1� 13.Szz 1�135z3-h ��L �.a n� `a��Q�\o�°��
m LSSZ-3-31 135ZN-3� d Q ,Z, O
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STATE OF CALIFORNIA
w BUSINESS,TRANSPORTATION AND HOUSING AGENCY
\Q
p (3SZL1 v-eu..a�� p i DEPARTMENT OF TRANSPORTATION
• N45'48'06"E 163.533m (536.53') hho�ati tiP \�� INSTL'�L���w. E o
� 6�"0� REC5-� o,_ RIGHT OF WAY MAP
'lb*h 'LQ'\OQ A T. Rc TL
\ h
10 FD 2" IP STAMPED "LS 4104" 0 25 METER 50 75
= IN LIEU OF I" I P STAMPED
C0 ° "LS 4104" PER PMB 1 1 1/96-98 tio�o�hJQ
N46' 1 8'53"W 0.098m (0.32' ) c,sOP THIS MAP SUPERSEDES SCALE 1:500 66928-03 1
N �' PORTIONS OF R/W MAP 3 O=L'n\N\ RECORDATION Coordinates and bearings are on CCS 83. Zane VI. Distances and station ln0
v AREAS
O o o PARCEL GRANTOR REMARKS N�• 4 13053-5 & -6 are grid oln+anoae. Multiply by 1.00009192 to obtain ground dl stances.
REQUIRED REMAINDER TOTAL EXCESS Gr ld was estabI Isheo from N.G.S. tr l onpu l at l on statlons-
INSTR DATE 0. R.
SO. METERS (SO. FEET) SO. METERS (SO. FEET) 50. METERS (SO. FEET) SO. METERS ISO. FEET) ROCKY (MWDSG ESTELLE (CGS) BACHELOR (C051 O
_ 13520-1 WHITE ROCK ACQUISITION 6.246.9 67,241 11,881.8 127,894 18.128.7 195,135 ..a;C_-Q .3_.c'1.5�/, FEE NOTES: S"pplementary Iniormot ion my De oDtainetl frpn the Dl strict Office,oa,
O ' i m ' 13520-2 WHITE ROCK ACQUISITION 994.6 10,706 DRAIN ESMT SUrVey Branch or Right of Way En0lneerin0 Branch. 464 W. Fourth St.
13520-3 WHITE ROCK ACOUISITION 7,979.4 42,834 TCE San Bernardino, CA 92401 c '
• ( ) - U.S. SURVEY FOOT l V
I g t 3521-1 WHITE ROCK ACOUI SITION 2,691.9 28.975 69.605.0 749,219 73,130.1 767,163 FEE
DRAIN ESMT 2. R1 METERS
8 13521-3 WHITE ROCK ACOUISITION 52.0 560 m
O _ 1352 - SEE SHEET 12 v
FM R ED VLN 0 1 2 3 4 5 6 1 B M.\99138\segl\rw\Raps\ft lefence\92601010.dpn SOURCE 08-410 CHARGE 08-210 E. A. 464121
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