HomeMy WebLinkAbout66928-01 DIST. COUNTY ROUTE POST MILE SHEET TOTAL
QQ ° FOR THIS AREA SEE SHEET 7 FOR ADJOINING SHEET I I No. SHEETS
N rc hA ESMT TO GEN TELE CO OF CALIF SEE RECORD MAP M (l 08 IV KP 2°.e=�.D 8 26 1
431- PER INST 48129 OR REC 4-28-75 B G 9 Z 7 ii O
Q q Qp� ; 1 I iP, ;tric
D LAND R LAND� ' EESMT TO CALIF ELECT PARCEL 2 37+99. 115 11 �0 sG O
POwER CO PER INST. N0. 3188 20.540m LT__ O.R. REC 4-28-50 & INST. NQ. p y r IMP RTE 74ESMT TO CALIF WATER 70M944, 0.R., REC 3-10-61 P A S CL .I`�1AP JN0 � 1 1210 � AMES JOHN IMBKRSKI$
��Q�y 14 TELE CO. PER v 13507-01-01 N55'17'33"W (R) t
I Z P = 048m PMB 8 /90 Il 37+ (V
DAT APPROVED Exp. 09-30-01
\P BK 2310/343 0.R. (I 0.00') A
0 \O,. REC 7-31-58 + - cR C�r� I 24.382m LT 13508-I 4430
> \ c 0.305m + S cR Rcv LT NsiS _uA7Eo--N53.70'32"W (RI I IMP RTE 74 `� RGTC slNo. \�
y�00�OQ;p Q 35+94.629 IMP RTE 74 E5 (1 00 ) m L INST Eo E 74 l"E°"z O.R.Q�-ccl g2 N43'45'46"E I N35.40t 53 f22 ) 3560 UNIVERSITY AVENUE, SUITE 100
Q' r- IMP RTE 74 HEc 1 a- o.H. ._OL,.1-t.:"I l I JIB
330m (388 - RIVERSIDE, CA 92501 OF CAS
O pha5�P 10+00.000 a CONARD AVENUE v I c� CL 30.477m M•
O Q P GD FD BRASS D f5K STAMPED 6'16'21"W (99,99') 5C ENGINEER 1 NG
a' 0�Q .F M 1 ° F(C�9;
"' D IP, NO TAG,CDOT CENTRAL CONARD PI F r 8.529m l r- 14318 CALIFORNIA AVENUE, SUITE 104
LS 3315 1980, DOWN 0. I' an '000 1 M a a ��,� 20.4 m L 13505-I N50'50'36"W (R) (27.981) N46'16'21"W I I FLUS10 I N L�ELL-0E-T' V ICTORV ILLE, CA 92392
0 1 .- p 3.880m112.13' 1 ER MB P'ED LS 4104" ASSOCIATED ENGINEERS, INC.
PER R5 92/53 �� ;- I 0 0�ry°j CL IMP RTE 74 __ - ER MB I I I/96-98
35+85.479 - _ 1 �� B;�o,' R/yy PARCEL I , __ }35D7=I e I.42 -' _-��
w 12. 191 m LT I - I 3311 E. SHELBY STREET
a v� 3T.65(ID_�= 1'�2'Y - " 1 ONTARIO, CA 91764 '
° IMP RTE 74 N43'45'45"E 53.SO5m (175.54') =2 '__ - �---"48m + 0
I u --'--'- 13506-I "''-- ALLA{J STREET \5 N19.58 42"E
-------
r o ----------------------------- --- - �--^-- l l I q,\9 m c 3. 2 PERR a Ri 6.107m
o c _..._ - 43'45'46"E
96.583m (316.87') r�q3•q 5"E 153 444 (504.74') FD BASS DISK STA 0 *A� 32imiF Ill LR\ # A (20.04')
7 \e 03° 1 1
w 1 �- "LS 4104", DOWN 0. I' 0.477m Y99.99')� ) 10,064m 32• RTE��c,� \9 4iE o�
(47 .7 E FD I" I P STAMPED-�- PER MB 1 1 1/96-98 (I 2.45' T t33•02') li" \NR \5 301 l
TO LAKE ,y O1 o i u 10.339m (33.92') 36+64.585 C "LS 3698" FLUSH, TA 1 S z + i C) 00 y ,9
IMP RTE 74 NO REF. + 4.959 C 7 4= _- �tw° 5 g9\E iA �•5A\�m\\ (32 \6
ELS I NORE `T I A•OB'04'53" R=853.442m (2800.00 ) L 120.374m (394.93')
�--- `� 69.956m (229.51') 113.501m ..a_.' -- 17 306')) ^-G. �' Z �j 3Q6 � g"
(37 3 ') (955.
N43'46'42"E 405.303m E (1329.73') FD NAIL STAMPED "LS 4104", IN CONIC Q=10'45'34 �_'4 6 In (I19. T, �g o p \0 p5 33 2 Am 1112.42 �I\
N IMP RTE 74 37 WALL FOOTING, IN LIEU OF I" IP 13518-I 38+16.647 5. 6m RT ,n 130 ^' �' E 52.55 (200. -
N43'45'45"E 183.457m (601.89') STAMPED "LS 4104" PER MB Il I/96-98 IMP RTE 74.N54'00'41"W(R)- � i 1•g0'Sl"
z In 4.000m I 81 m 8 r 9 I N3 5"
N N ,� S36' 10'52"E 0. 104m (0.34') (13.12') (50. _A•07-46'26" 39 922m \9' • 13 15 0
ST R/W R•306.408m (1005.27'I ?,. + 6 ll') p06 6. N? ym
> N43'46'49"F 1351 i=L �- it , l22• 29,5SL, I ro�
w - 12 - -- 4 5408 U 30 4 _
37I.7soln (1 219.ea ) - N43'45'45"E 16ti.669m (5 - /W 2 3
24.842m 19.765m 20.004rrt 30.409m 30.470m 28.947m 27.423m - A=07 1' 0,1
(81.50 ) (64.85' Ji M 65.63') (99.77') (99.97') (94.97'j (89.97') 14. 37m 2 R=307,911m110f0.22' - o. w i a coo DRAIN ESM B
pAo FD BRASS DISK STAMPED
y + w II Ih (46.7k') L.40.941mU34.34' nFO � o �w� ; w Jew 4 ti "'LS 4104" FLUSH M O
N43'45'45"E b o h 1 ao �\ tip? �yh PER MB III/96-98 N
hqF� 3 ice' + 1.416 m ^ag la m 18.237m (59.83') *16.012 \ a •) o M o\o N59't 3'56"W 0.186m 4
+77. 91 OyoE° - c r�OO IMP RTE 74 p@ �� Nc� Ih� 2�\`y'�' 2 Tk� +
N �� W �' ,`� 15.2 9m RT 2 - ao _,� d 0- + IMP RTE 74 h y ya I (0.6'I') - co
, 24.136m:RT N53'S3'4 I"W 2�� o� 8.
M ~ 15.239 RT 0`�\O h' v o W 96 Ov,fL IMP RTE 74 -4 lI p 1 , a a ♦-
0) wW IMP TE T4� �� M 9 + 7 44 v - �%� =OS'29'32"� _ �`0• 1 a - W C\I
ED a rL ti�- Z) F r T 1' f -vv dv fL IMP RTE'74 IRI N y gi 31.I24m 11 RTE 74 J
(p ° 35+8 SI -E (? + 7 5 J F�t1 J 10 1 1 J IMP RTE 74 Es o vz II - + 7 8 ; m ;a I yo' IMP RTE 74 +. �p
I. o + 3,5 6 R•82.288m n _ W
`O,I El".I- 22.622m �j 2 (269.97') F - _ _
x N 22,242m FIT' ID� > 22.257m RT MB 111/96-98 Cg l - v = ' + w (0
W IMP RTE 74 v IMP RTE 74 / M - IMP RTE 74' :_:4_ �� �+= N-o 00 1 19.023m R 32.8 m R I IMP RTE 14 L=T.888m -r ;o (n
Q CL d o 9.315�m IMP RTE 74 I
y a w W 3" ;°D ;0 20 ° - ;N - N43'42'16"f+64.O16m (210.03') � o $V (30.5 ) AL
STREET p
(" p ;e0 �� N N43 42' 939m (to9.9 ) W
W �� oM mC)1.: - 3� 1 �' ' W
�W �� MN (DO NEO Ol O m � i0� Z M
_ Ev (�. 2 L N n v m Q 9+44.325 ,c N
_ o A3' .M O 9+55.980 BC C IMP ALLAN STREET za z - ?{ ALLAN STREET M
o M M E -E O - N v N N V (O Av"�°' o FD BRASS DISK STAMPED D h F T rS- m Q
c Z r c N ,n• N o `� '� , 9.143m RT 2 I
do
Q
W c� 4l vm 42 U '�pc 43 1-v 44 ,rE E M 3° ~�� o M� LS 4104", FLUSH PER MB ri D p a
a zn zN �� cl� E vt° 45 tom 2<° \ �CWQ o' I I I/96-98 N46'20'02"W r�.o Fy94 FD BRASS DISK STAMPED ^ W
w ti = z (� zE^ tOI` zv zM 46 of o`b m�Q �' 0.040m (0. 13°) 5 I s 2 yBry4 LS 4104", FLUSH E (Y
w = Q r cN Ao ti C PER MB III/96-98 cn
c ,•' 0 In N z'n r` .. ri ^ rn�' ~o-o `' N56.2 A-12 45'01" r/F S46'20'02"E 0.079m GD o C>Q
(n 9.143m 9.143m oLn, n 47 N ~o,o 6'Og'•E L-18.312m I 'A'08.03' ,ts (0,26') o
_ E a (0 72: (60.08') R Ip0, 17" N r�N
a - 0 9.135 m6 NO2'36'33"E (30')- (30') N84'37'07 E rEm MAN 2N 4 8 o h o 13.364m 033m f�3g C=14.139m (329.9T) M c-
_ (30.68'> 6.027m 6.050m o_ Q-,o ^, (43.85') 33-j; WS (46.39 ) 2 _
119.77') (I 9.85') OD O;1 1I 2'38'
A I1'320'S211 O I1 JJ O I 56"E 62, 3t-
R=82.288m 10'27 ^ A=OS'
d•13' vF �� a 33, �0 3 N 9+ 3. 4 n• 942m f206. n
(369.97') L=23.17, ,- r 23.060m L'23-323m d= °pn .''� �j. I ALLA STREET m,�/ AnW_ -- ) ��
o L=16.297m ) In (75.66')' 0g• 92, 50
(75.81' L'(78.52') C=21 06 IS" o�'� nn F� 2 ,�n� �� m n�o. \4-A �R c C
LL (53.47') 30 Inc N43'42'16"E C• 43g28m a +u` p 3'• �� q p b� I x.�1d/5T E uAlEo aQ
w 03" - (j' v `V f
A'IB• 9l') 28.937m ALLAN E "'` 0. / v amS N y� F hoF pp
a 1329. 42.651m (94.94') ^D a avi � v e ti ^ HONN '
° R.100.515m (Ior. 55') (139.93') TREET v p o�v `� o 69 ova' ao^ \ap "teat/ qEc to , DR.rn ^ z
- `3 Re2 Q v"" MA 8q h a1V 14 19 ho�� rn
/: 36' N43'42' 16"E C< q0 2`3?•S q- )i n
0 w 18 34, 56.2o5m (184.40') __ /38,' )� q 37„ rd ti 3 " a �s t l w
a �_ 29� R.(2 ?e v.� �� •PP GR ccc �co �w
_ �2297') �� C./ 89 g 4. - 9S, w\ ' H6S• NST Dnreo
9,644m ^I R=23 d=3 q53•' 3'J O11 „ 38' R
v (97.26') ^ + "LSFD I FLUSHSK AMPED C=/33.O rn 9\ \, �4(30.S?3,0 pis 49 /y 9 Be2/,, e� /S„F '3.S ¢GoR oa «1w7 )-c �w
0 9 07.054 CONARD AVENUE PER MB III/96-98 fg36 93./ /S 23 9'• rs�•36.5 �' P� ' 8 m,/ o� 4Y
4 FD BRASS D 1 SK STAMPED oM I c0 _ /
LS 4104," FLUSH, a+ o+ FD I" i P MPED S0, 6 6 29 9,,
LS 4104", FLUSH r Ly r J 1 J /, of �J
I� PER MB I 1 I/96-98 m,n 3 J f���Ci J 1 0 1 t .� /-/ y� N3T 33'32"E v��\ q 9
^ o„,' - -_ PER-MB III/96-98 \ 6-� 9.593m o V4� 4-/ rn Im
1 .$d (00374')51"E 0.226m co MB III/96-98 \ (31.47'),h�.\ j 4
0 a
4q1 FD BRASS DISK STAMPED -E EASEMENT DESCRIPTION TABLE
w R "LS 4104." PER �� a �h STATE OF CALIFORNIA
0 a BUSINESS.TRANSPORTATION AND HOUSING AGENCY
MB III/96-98 zQ I 0.914m (3.00') WIDE ESMT TO GEN TELE CO. OF CALIF PER N�6• hr�`,� \O
N43.42'16"E 0.460m O 3 3 O)AO\ (7 a DEPARTMENT OF TRANSPORTATION
T INST N0. 159996, REC. 9-03-BO r O 6- q ro h
(I.51') 199.546m on FD BRASS DISK STAMPED /O'89 S9•. O o; �� Q�e RIGHT O F WAY M A P
FD III I P STAMPED (654.68') 2 1.219m (4.00') & 1.829m (6.00') ALONG HWY & STREET R/W'S LS 4104", FLUSH \'9 Ski F �O�\O `��'
RCE 19937", FLUSH PER MB 1 I I/96-88 FD BRASS DISK 6 Qp `0 ( TO
PER PMB 171/90-91 ESMT TO SO CALIF EDISON CO. PER INST. NO. 139503,
N76'36'S4"W 0.046m STAMPED "LS 4104', QO Qa�\hY?�O� 0 P5 METER 50 75
w 0.R., REC. 8-I-80 (0. I5') R B I)/96-98 c} \�ti°r
° PARCEL AREAS RECORDATION REMARKS ��OO \ SCALE I:500
N ---- NO GRANTOR REQUIRED REMAINDER TOTAL EXCESS INSTR DATE O.R. 1
0 0 0 o SO.METERS (SO.FEET) SO.METERS (SO.FEET) SO.METERS (SO.FEET) SO.METERS (SO.FEET) THIS S MAP SUPERSEDES 66928-01
a N - q o(- c.t PORTIONS OF R/W MAP
Ijy05-1 SEE SHEET 7 Coordinates and bearings are an CCS 83. Zone VI. Distances and station lnp
O o 0 0 o M 13506-1_- SEE SHEET 7 9 v NO. 413053-4 & -5 are grid distances. Multiply by 1.00008970 to obtain ground distanoes.
13506-2 SEE SHEET 7 Grid was established from N.G.S. triangulation stations-
- N I3507-I SEE SHEET 7 ,(il a 6 NOTES: ROCKY (MWDSC) ESTELLE (CGS) BACHELOR (CGS) O
13507-01-01 SEE SHEET 7 Supplementary Informot ion may be oDig lned from the Dlatr tot Off loe.
O ' m WJ, - 13508-1 SEE SHEET 7 G 'O Survey Branch or Right of Way Engl nsering Branch, 464 W. Fourth St.
TCE San Bernardino, CA 92401
I Q I35I7-I ELISEO R. ROJAS 6.0 65 I. ( ) L).S. SURVEY FOOT N
[ 13518-1 JOHN KELLY ET. UX. 98.7 1.062 TCE
M B 13519=1 WILLIAM T. GAFFEY 261.9 2,819 4 30.605 3.105.2 33.424 II L - FEE 2. m METERS rTl
�J✓ WILLIAM T. GAFFEY 023.5 11.017 11 L o1 O I-Gyc I DRAIN ESMT v
{3{ yap Foot Rol-EorLA 0 1 2 3 4 5 6 7 8 m,\99138\segl\rw\maps\filefence\92601008.dgn SOURCE 08-410 CHARGE 08-210 E. A. 464121
O F w ,�-- ,--�- -•- ,,,,�•,mow� ,-�„�,•�,,� Oe1011U SCALE Is Is a ILI I I I I 1 1 06 AUG 2002