HomeMy WebLinkAbout8.01 1069 WESTRIDGE SURVEYALL PLANS ARE PRELIMINARY AND NOT FOR CONSTRUCTION UNLESS SIGNED AND STAMPED BY THE ENGINEER AND REVIEWING AGENCY.
0
158.36
TREE/39-
--x-Ts-0.10
G
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f
f
175.65
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5.45
R 34
X 166.34
G
179.73 j
G
i
X 174 -----
G G
182.16
CONC AP
182.45 x 182.14
G E/C
184.83
G
186.48
i
X 157.33
G
168.20
1684W
G
/ 180.22
CONC AP
/ 180.28
E/C
0.28
CONC AP
170.9
TZW-EGD
171.02
168.30
IB/W 168.26
---/-B/W
T/W EN D
W 169.48
B/STEP
X 173.36
1 23.60
EX
STEPS
178.62,
T/STEP
EX CONC 180.52
180.41 PATIO B/STEP AP
CONC AP
180.60 182.04
182.15 B/STEP ENT/STEP AP
CONC AP 182•
POOH W/L
,- 182.1
- T/STEP END•
2.15
POOL W/1 ('nP
\
183.56
182.13 T /W END
B/W
185.`i
T/W
T/W A•
182.1
B/W
188.8
GRAPHIC SCALE
10 0 5 10
2g).1' \.
\
EX
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X 182.
982
LAND AP
crcr..
182.16 \
1?00L W/L COR -1 V' 83.70183.T�
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173.90
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EX POOL 75.7.3
EQUIP /. j °:78.08
175.80 \ /W EN
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T/WEN x'5.6
178.713713(03-'‹
78.73 177 �%V� AP
T/STEP
178.05
18
C
G CO
168.01
X16643
G
B/W 167.21
168.59 B/W
98
L170•45 T/W 169.67
T/W AP T/W
WALL
EX 2•\�0.9
173.76
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1
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X 149.29
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EX PAVED
DRIVEWAY
138.41
EP- T0E
NN NNNI: 2 ', \\\ :14-5:6 \'\,,
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169.58
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166.02
173.20
BLDG COR
1.64.17
CP SET
169.92
T/W
HUB+T
170.76
BLDG COR %
\
760
145.90
NEK- G/T0E
137.81
X 132.60
G
\132.29
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29.48
\
EX JP
POLE
\
EX
BERM
EX EBMUD
BOX 99.71
EX SSMH
100.28
t,
\
0
X 159.41
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V ��C165.86
N
NNN
\ \
BW
167.99
99 \ \ \
170.54 /
T/W
EX CONC
PATIO
N
\ \
\ \ X 163.41\
\ 0
182.20
3.'0
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11.
0
x1
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183.72 ND AP
EX
RESIDENCE
i>
171.43
BLDG COR
1 5.81
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149.422-
EPf�/TOE
171 51
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BLDG CC
170.75
T/W END
168.40
AN
X 186.97
190.76
193.36
193.74
FNC-WIRE END
20
( IN FEET )
1 inch = 10 ft.
184.42
rX 184.51
Tv WALL
187.67 4.98
187.87
T/W-ROC AP
192.14
X 18z
EP
BAAI 184.18
182.26
16
X 18T/"Pd
18211
184.97
B/W -EP AP
X 184.42
EX
CONC
X 184.1 7 EP
18,
183
BLDG C
184.1
EP
G-\ \\\ \ I
6.03 195.09 184.39
202.04
FNC-WIRE INTERSECT
39
195.813,
173.50
71.91
183.20
183.1MG COR
/183. BRICK-E/C
B/W
EX
BRICK
84.01
END
183.69
BRICK AP
173.49
TREE/10
EX CONC
AREA
EX PAVED
DRIVEWAY
182.61
CP SET MAG
T/W-ROCK
17
BLDG
172.94
EX CONC --x 1 2//Q --.v \
06
WALK
182.81
182.40
EX
CURB
TFCI AP
178.38
FNC-WIRE
/ BLDG COR
175.16
EP
174.77
B/W -EP AP
17
175.40
EP
173.56
17
174.44
R CK END
X 0.30
EP
171.96
B/W EP
168.23
EP
9.99
171.21
B/W EP
73.18
19.13
<; EP
157.5
EP
X 158.59
P SET MAG
EX PAVED
DRIVEWAY
174.36
G-\
176.52 174.64
T/W Fv4w6
176.59
17
BS T
X 173.93
EX WALL
174.52
175.66
X 176.46
X 140.63
13!82
G
139.7G�` 136.95
FNC
EX
FENCE
j
o.
0
0
164.31 92.4'
N
1
68.06
171.66
0.43
X 1561
173.49
174.13
B/W
17
174.27
B/W
FNC-WIRE
173.7
FNC- WIRE
163.65
157.99
X 159.2
EX WIRE /
FENCE
X 154.1
155.76
159.63
SITE PLAN
1" = 50'
NOTE
THIS SURVEY SHOWS ALL EASEMENTS OF RECORD PER THE
PRELIMINARY TITLE REPORT PREPARED BY DOMA TITLE OF
CALIFORNIA, ORDER NO. 54708-21-00309,
DATED FEBRUARY 09, 2022.
EX WIRE/WOOD \_151.56
FNC INTERSECT- WIRE/WOOD
•
FENCE
LEGEND
PROPERTY BOUNDARY LINE
- - - - EASEMENT LINE
AC
TFC
FL
LIP
CB/DI
FNC
INT
GB
SSMH
MH
WM
CONC
FF
T/W
B/W
- STRUCTURE
ASPHALT CONCRETE
TOP FACE OF CURB
FLOW LINE
LIP OF GUTTER
CATCH BASIN / DRAIN INLET
FENCE
INTERSECTION
GROUND
GRADE BREAK
SANITARY SEWER MANHOLE
MANHOLE
WATER METER
CONCRETE
FINISH FLOOR
TOP WALL
BOTTOM WALL
DANVILLE
1069 WESTRIDGE AVENUE
CONTRA COSTA COUNTY
CALIFORNIA
RENEWAL DATE: 12/31/25 (PE) 03/31/23 (PLS)
REVISIONS
DATE
:gob' CIEBOLT
50 + YEARS
CIVIL ENGINEERING
(925) 837-3780 1 OFFICE@DEBOLTCIVIL.COM
480 SAN RAMON VALLEY BLVD UNIT L, DANVILLE, CA 94526
11/16/22
Scale:
By:
EM
Job No.:
22310