HomeMy WebLinkAbout100LSM26C/
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3
BASIS OF BEARINGS
7
i
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N
SHEET 2
SHEET INDEX
SURVEYOR'S STATEMENT
1EET 4
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
DIRECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS' ACT
A7 THE REQUEST OF THE CITY OF PITTSBURG IN JANUARY, 1992.
. R
—7
'` TERRENCE T. CONNORS
� :` `- � L. S. N0. 5099
EXPERATION DATE: JUNE 30, 1995
L �
Elm
F9
cn
m
tlio
F9
U)
m
RECORD 0� SL- v Y
A P ORTION OF RANCHO SOS MEDANOS
CITY OF PITTSBURG
CONTRA COSTA COUNTY, CALIFORNIA
SCALE 1" =200' OCTOBER 1990
SANTINA &,THOMPSON, INC.
1355 WILLOW WAY, SUITE 280
CONCORD, CALIFORNIA 94520
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
LAND SURVEYORS' ACT THIS_= !' _ DAY GF MARCH 1992. .
J. MICHAEL WALFORD
--------------------
��, � All COUNTY ROAD COMMISSIONER -SURVEYOR
BY:----------- R.C.E. N0.
DEPUTY COUNTY'k
ROAD COMMISSIONER- EXPIRATION DATE_ � �•__-� C-74 -r
SURVEYOR
RECORDER'S STATEMENT
FILED THIS ��7'1_DAY OF - t 11,992 AT
IN BOOK _16f_OF LAND SURVEY MAPS AT PAGE _�Z(t__,
AT THE REQUEST OF THE CITY OF PITTSBURG.
STEPHEN L. WEIR�1r�•- �I �1 �t f�`.� C UNTY RECORDER
4e
BY:
DEPUTY COUNTY RECORDER
LEGEND:
BASIS OF BEARINGS:@ SET STANDARD MONUMENT STAMPED LS 5099
A LINE BETWEEN A 2" IRON PIPE MONUMENT OF RECO-RD "SUNSET PARK ■ FOUND SURVEY MONUMENT AS NOTED
SUBDIVISION 25 M 851" AND A 1-1/2" IRON PIPE MONUMENT OF RECORD � FOUND IRON PIPE AS NOTED
"RECORD OF SURVEY 18 LSM 11" TAKEN ASN 42'15'10" E. X FOUND CUT CROSS
APN BOOK 86 PAGES 10,12,13,16-18 & BOOK 85 PAGE 20
E J
SHEET 1 OF 4
N
(J(
r
CURVE
RADIUS
LENGTH
DELTA
Cl
53.00'
59.49'
6 4'1 8'5 9"
C2
97.00'
23.78'
14'02'55"
C3
97.00'
9 2.3 8'
5434 02"
C4
97.00'
59.81'
35'19'37"
C5
193.00'
17.13'
05'05 06"
C 6
193.00'
6 2.46'
18@32'34"
C7
193.00'
2 5.14'
07'27'50"
C 8
20. 00'
2 0.8 9
59'51 04"
C 9
54.67'
13.6 6'
14'1 9 07"
C10
601.1 9'
12.06'
0 1'0 8'5 9"
C11
601.19'
128.49'
12'14'46"
C12
138.43'
43.4$'
17°59' 43"
C1 3
5680. 00'
14.6 2'
00'08'51"
C14
42.00'
35.33'
48'12'11"
C15
23.52'
14.3 9'
35'02'40"
C16
5649.65'
49.58'
0 0'3 0'1 0"
LINE
APN
DIRECTION
PITTS.
DISTANCE
L1
N
16°57'44"
E
26.53'
L2
N
16°57'44"
E
0. 85'
L3
N
73003'01
W
3.85'
L4
N
81°03 59
E
27.75'
L5
N
16'44 46
E
24.91'
L6
N
67'15'14
W
7.94
L7
N
22'44 46 ft
E
31.81'
L8
N
6 7'1 5'1 4
W
9.00'
L 9
N
16'41' 20"
E
4.15'
L1 0
N
16'45'00'
E
3.78'
L1 1
S
6 7'0 6'0 8
E
3.87'
L1 2
N
2 2' 5 8'21"
E
20.57'
L13
S
651632t2711
W
26.81'
L1 4
N
67*01'39
W
39.79'
CITY OF PITTSBURG
D
APN
086-180-031
PITTS.
REDEV.
AGCY
12867
OR
962
S 60'02'24" W (R)
2) APN 086-180-001 PITTS. REDEV. AGCY 14375 OR
571
m
RAILROAD AVENUE
161
cd,
N 16'45'00" E 222.66' �
70.00' N 152.66'
Z J � S 7,51502'07" W (R) C12
\ -Z \CP
Ul cyl
0 14D
CD
\�a.\do,m NC11
N 16'45'00" E 147.83'
' R = 600.00' (TOTAL) . W
L1 � L9 1L3C9C10 L = 99.08' NSZR��j105 �o•gg'31
a I C� g3 83
cO� I 60
N 16'45'34" E ��137111, 11
.' II
CONSTRUCTION
1 ' ' S 7
L5
;u
LOT 1
of
6 0)
N
N) 0)
.CAI N,..J
88
N 16'42 51 E
25.00
25.00'
W
� {, z
� p o
CORNWALL STATION
p n
APN 086-180-029 m
m °)
CA
m
�
� �
a
� I
�
vSANTINA
ol
IO
Cn
m
C
44
m
z
Z)
-1
m
CQ
7m
z/
APN 086--180-033 ?
= L
40
ts.)
cn
CD
m
o
r*i
N
FF
� 16*31)
R = 800.00
23
C).63'
LEGEND:
oQ SET STANDARD MONUMENT STAMPED LS 5099
� FOUND SURVEY MONUMENT AS NOTED
• FOUND IRON PIPE AS NOTED
X FOUND CUT CROSS �
154.00'
N 16'45'00" E
:Wo
Cp 00
moa
A Ln W
y
N 17'037'20 E m
P.I. OFFSET 745.77'
�.._�. MON-MO0)N
z
_0
1 ' ' S 7
L5
;u
LOT 1
o z
z
6 0)
V __
oO
N) 0)
.CAI N,..J
88
267 M
y
F
�1
W
� {, z
� p o
CORNWALL STATION
p n
APN 086-180-029 m
m °)
LS --i o
m �
A CONDOMINIUM SUBDIVISION
APN 86-230-011
�
� �
LEWIS H. WHITE &
y
N
of
vSANTINA
ol
IO
m
C
44
(3)
01
j
CQ
16570 O.R. 567
APN 086--180-033 ?
40
ts.)
PORTION OF RANCHO LOS MEDANOS
Cn
<
0Y
FF
r
00
0
33.24' 1"--
16*47 9 49
CONSTRUCTION
R = 800.00' (TOTAL) � 6O
L = 234,53'
D = 86'12'08"
R = 50.00'
- 7F 07'
N 17'37'20" E
130.92'
100.19'
167.28'
N 16'45'00" E
I Cn
I 1�
0
-�5'
io
i
r
r
N 16'45'0 E
i "r -i 491.05 (TOTAL)
Dr
D = 01,000,01"
R = 5779.65'
i =inn 4i'
C
CD IN)
00
S 17 °3 71201$ VII
6'
462.70'
IJ
D b 03'0132„ i� �II�R
lw� 600-00 cn R ' �v 'l8�-,...�.,Ct6 � � ` , 6�1 3g''�� $� N 16'045'34" E
R = 600.00' J ��U!L p = 16'14'21" �2 �63� D = 01 '01'08" � Ci)
u, Co �`: p � � L ' N 39.47' R = 5679.64' D m
L = 31. 6 8' Co �N R = 70.00' ,L�00 1939 10 16.72' L = 101.01'
N 16'45 00" E
?k-
11111110 m 6? � L= 19.8 4' � 2 V.=' �o. N 16'45 00" E N 16'45 00" E
Z10404� r*� Nl 0`� • �)'b C7 in S 84°48'43" E(R)135.84' �D 100.32' _ (n
111-A /
. 0
cr)
APN 086-180-026 S��iS• � 00562 � �� ,� � D D � C6 Ll 4O o oy _S 21120 16_ W (R)
0 o PITTSBURG REDEV. AGENCN4 � �� = 123*12'06" w� �ht` '� Ll 3 O �`�4'� � w I� o
R = 70.00 �� �, �°� CS ��S?y � APN 086-171-026-7 � -I
12853 OR 185 APN ���.pJ � p� L = 150.52' !�� o � h�` r p R�RAQ�" � VANNI D. DePIERO & �
g 086-180-027 2 / � �, O .? O. BARBARA S. DePIERO v A (�
C2 Ll OLl 1 � ;� � 6' �'j .�'S • M ry p 50'05'31" o ry
N 16'045'00" E 176.61 S ` o � �. p� °) a O 12276 O.R. 485
'Qo �2� cp � ��p• �,�4
`� N. M H R = 42.00' � D
g)��2� `l, � o L = 36.7 2' 18.07' °' z
2 �l FD. 1 1 4" I.P. v
8 0 � 9'- o, 2 � cn Co
APN 086-180-028 11 i i� 9 � 0' � � � ,L� � c" L72 g'�p i co -o 0
ESQUIBELL DANIEL D. �'Si i�L� 3'3g�, ��(R)I ,�5 C4 � V-- � 6.64' i20' R. E... 9622 / o �y
GLORIA & PAULINE A N C3 �s'
� �L6 �� r' A S 22'2038
..
15752 OR 564 n`L/ /.�� .,. ,.. _. C13 n
943.91'
103.19'
o
1 ' ' S 7
L5
22'4446 E ClC14
LOT 1
o z
z
6 0)
V __
oO
N) 0)
.CAI N,..J
88
267 M
y
� �
W
� {, z
� p o
CORNWALL STATION
p n
APN 086-180-029 m
m °)
LS --i o
m �
A CONDOMINIUM SUBDIVISION
APN 86-230-011
�
� �
LEWIS H. WHITE &
y
N
of
vSANTINA
ol
IO
RECORD OF SURVEY
A R. WHITE
N 16'44 46 E 112.30'ELM
CONCORD, CALIFORNIA 94520
16570 O.R. 567
APN 086--180-033 ?
FD. TAG
PORTION OF RANCHO LOS MEDANOS
y r -
rf y
r
s
25.00
161@ ol R/W
S 16`4 �" 1I11
A.P.E3K.-6 PGS- _ 1 Otl 7 c 18
M. rvni ia
ELMA RUTH WHITE
APN 86-180-002
�
1 �-_ R.E. y(i'LL
�i
CITY OF PITTSBURG
11743 O.R. 189
TONY STRUZAS
�
m
CONTRA COSTA COUNTY, CALIFORNIA
8424 O.R. 363
N
m GRAPHIC SCALE
-; v
OCTOBER, 1990 SCALE 1"=40'
20.00'
00 40 0 20 40 80
160
& THOMPSON, INC.
NORTON
STREET6
N
of
vSANTINA
ol
IO
1355 WILLOW WAY, SUITE 280
CONCORD, CALIFORNIA 94520
IN DELI
405.03' 1 inch 40 fto
SHEET 2 OF 4
4
42
v
wo
N Duo0ul s 4z$1 p A Pk/q I F)�
0c R = 400. 00'
= L = 56.05'
CURVE
RADIUS
LENGTH
DELTA
cl
30.00'
46.6 6'
8 9'0 7'0 6"
C2
1398.08'
68.35'
02'48'03"
C3
375.71'
68.17'
10'23'44"
LANE 61
LOT 50
25M851
LOCUST DRIVE
V CITY OF PITTSBURG FD. 2" 1. P.
� � 4750 OR 481 SET IN CONC.
� J NO TAG
D N o
vZi {' HOOEY
01 GRIDLEY GRIDLEY TORRES. LUCAS 1495D7
�� � ;;u c/)11020 11020 9022 15190 000 OR
� � a, � r � OR OR OR 259
o I� � m N 427 427 823
Z � �N 150.50'
050.58'
60.05' 50.00' 50.00' 50.00' (50.00' 50.00' 50.50')ir
r ^� N 1 5�00"" E 491.05D
zxD
{ 11 II ZS = 04'47'51"
v o R = 400. 00'
� L = 33.49'
r- Cri
II � W O
CD
� W
c"• m
� fTl N 17637'2033% E 456.70'
S 20'15'29" W JR) CONSTRUCTION �
u u o=
cn o �p rn
V N T
cn cn -i D = 93'13 51"
As R = 60.00'
L = 9 7.6 3'
iv 6'
S 16' 4 5'3 4" W 394.88'
---------------------------------
- - - - - - - - - -
N � CONSTRUCTION N 16'45 00 E
z n �20�'J�S
%-IJ
7 Jjv
o m �7
1• O
103.19 (50.00` 50^00') 50.OOT 50;00^ (50.00' 50.00' 22.95) 3g.gg' � 40.10'
21115'3o" QRZ 100.00
122.95
y UHLT dC. tiHKUJLtT
tUKKtJI
MHIVNINIi
'. JIIIVU
DISTANCE
.� D 14271 QR 561
RO.96'
39.04
chi
D n
Mw now WI
OR
OR
W
o 0
_ cf)�M c
805
360
W
z
mC::
M
S
72'22'06"
E
Z
z n z
c 1
17'37' 54"
E
fel D
IUD
cn
ti
10'02'11"
E
' 1
7-7
1• O
103.19 (50.00` 50^00') 50.OOT 50;00^ (50.00' 50.00' 22.95) 3g.gg' � 40.10'
21115'3o" QRZ 100.00
122.95
y UHLT dC. tiHKUJLtT
tUKKtJI
MHIVNINIi
'. JIIIVU
DISTANCE
.� D 14271 QR 561
14145
13026
0-369
D n
Z cn
OR
OR
W
� fTl
_ cf)�M c
805
360
W
z
mC::
0
S
72'22'06"
E
Z
z n z
N
17'37' 54"
E
fel D
L6
N
10'02'11"
E
52.11'
7-7
N
79'657'47"
W
4.81'
0 n
0 -TI
In
z
LINE
DIRECTION
DISTANCE
L1
N
17'37'54"
E
28.57'
L2
N
72'22' 06"
W
5.00'
L3
S
17'37'54"
W
3.00'
L4
S
72'22'06"
E
5.00'
L5
N
17'37' 54"
E
29.33'
L6
N
10'02'11"
E
52.11'
L7
N
79'657'47"
W
4.81'
LS
S
10'02'13"
W
65.32''-
L9
N
79'57'47"
W
4.29'
L10
N
1 0'02' 13"
E
28.19'
A.P. BK. 86 PGS.' 12,13&16
Lt g
REDEVELOPMENT AGENCY
OF THE
CITY OF PITTSBURG
13913 OR 846
L2\ L3 L4
i�L5
L1
C3
L6
L9 L10
L8 �.
mama
L7
N 17'37'20' E 564.29' (TOTAL)
cn
I
RAILROAD AVENUE
N 16645'.34" 319.70sLn
�Yli� �Rlglr vow-
934.901
RAILROAD LANE
GRAPHIC SCALE LEGEND:
40 0 20 40 80 160 OO SET STANDARD MONUMENT STAMPED LS 5099
� FOUND SURVEY MONUMENT AS NOTED
( IN FEET) • FOUND IRON PIPE AS NOTED
1 inch = 40 ft. X FOUND CUT CROSS
�cn
25.38'
99.59'
ENRICO
15672
OR
307
RECORD OF SURVEY
PORTION OF RANCHO LOS MEDANOS
CITY OF PITTSBURG
CONTRA COSTA COUNTY, CALIFORNIA
OCTOBER, 1990 SCALE 1"=40'
SANTINA & THOMPSON, INC.
1355 WILLOW WAY, SUITE 280
CONCORD, CALIFORNIA 94520
SHEET 3 OF 4
l'
::F
Ij
LIM
LINE
DIRECTION
DISTANCE
L6
N
10'02 11'
E
52.11'
L7
N
79'57'47"
W
4.81'
L8
S
10'02'13"
W
65.32'
L9
N
79'57' 47
W
4.29'
L70
N
70'0 2'13
E
28. 19'
L1 1
N
16'45'00
E
67.09'
Ll 2
S
89'29'11
W
23.98'
L1 3
S
2734 41
W
39.67'
L1 4
N
27'34 41
E
6.72'
L15
N
19'0 7'10
E
50.41'
L1 6
S
26'25'23"
W
24. 81'
L1 7
N
42'14'08"
E
18.44'
A.P. BK. 86 PGS. 72&13, BK. 85 PG 20
N 16'45'00" E �.
123.36'
GRAPHIC SCALE
0 20 40 SO
( IN FEET )
1 inch = 40 ft.
N 6' 5' " F
415.00'
CONSTR
UCTION
N 16'45"00" E 408.40'
CUMBERLAND STREET
LEGEND:
@ SET STANDARD MONUMENT STAMPED LS 5099
� FOUND SURVEY MONUMENT AS NOTED
• FOUND IRON PIPE AS NOTED
)( FOUND CUT CROSS
4�1, iJ4.72 P I
of CA
f
X8.38' + 41.62'
�z
N J
O W
W U?
� O
0
CONSTRUCTION
1�
RECORD OF SURVEY
PORTION OF RANCHO LOS MEDANOS
CITY OF PITTSBURG
CONTRA COSTA COUNTY, CALIFORNIA
OCTOBER, 1990 SCALE 1'1=401
SANTINA & THOMPSON, INC.
1355 WILLOW WAY, SUITE 280
CONCORD, CALIFORNIA 94520
SHEET 4 OF 4