HomeMy WebLinkAbout6.9-538381.33FD MON IN WELL 381.53381.48 TC 381.00 FL381.40381.07 FL381.58 TC 381.21FHTELE RISER 381.30WV 381.58 TOP 371.51 INVEX. MH381.34WV381.12 FL381.60 TC380.84380.97381.60UTLITY BOX 381.72 TC 381.23 FL381.93
6'
6
'
6'
SU
M
P
B
O
T
.
3
6
9
.
0
6"
M
I
N
SU
M
P
D
R
Y
W
E
L
L
D
E
T
A
I
L
n
t
s
5'5'
1
1
/
2
"
R
O
C
K
A
R
O
U
N
D
PI
P
E
T
Y
P
.
PE
R
S
O
I
L
S
E
N
G
I
N
E
E
R
'
S
A
L
T
E
R
N
A
T
I
V
E
S
U
M
P
D
E
S
I
G
N
CO
N
E
E
X
T
.
4X
5
P
E
R
F
O
R
A
T
E
D
P
I
P
E
4X
5
P
E
R
F
O
R
A
T
E
D
P
I
P
E
1
1
/
2
"
R
O
C
K
A
R
O
U
N
D
PI
P
E
T
Y
P
.
36' MIN DEPTH
4'4'
18'18'25'
CONC.CONC.
6'
C
O
N
C
.
C
U
R
B
FLUSHFLUSHFLUSH SEE DETAIL SHEET 1
SE
E
D
E
T
A
I
L
SH
E
E
T
1
CITY OF BAKERSFIELD STREET RIGHT OF WAY PER DOC. NO.000215162417 O.R. AND RERECORDED PER DOC. NO. 000215162722 O.R.
12'12'
6'4'18'TYP18'TYP
30'+/-
18'
25'
9'8'382.03UTILITY VAULT381.94 ELEC. BOX382.17382.24381.95381.95UTILITY VAULTSC/L SEABECK AVE.5'9'381.98ELEC BOX382.16PALMS382.29382.28 381.55CONC PAD381.69381.74381.29 TC C/L COB STD ST-3, 30' DRIVE APPROACH W/20' RETURNS & STD. W.C.R.
378.00 FL
374.00 INV.
HIGH WATER LINE
378.0
TOP
3
7
8.0
T
O
P
3 7 8.2 0
F G
1%
1%
3 7 9 .0 0
T P
1.
3
%
1.3%
378.89 TP
1%
1.2%
1.5%
3 7 9 .5 1
T P
1
.
9
%
A
E
1.3%
ST
E
M
W
A
L
L
TO
P
A
T
3
8
0
.
6
0
ST
E
M
W
A
L
L
TO
P
A
T
3
8
0
.
6
0
0.
2
%
0.
2
%
4'
C
O
N
C
.
W
A
L
K
1%
5%4.2%3 8 1 .2 0 T C380.7 0 T P2%381.20 TC380.70 TP1.7%4.6%2%379.32 FL 379.28 FL380.40 T C379.90 T P 380.06 TC 379.56 TP
1%
1%
380.00 TP
GR
A
D
E
B
R
E
A
K
1%1.3 %
3 7 9.6 0
T P
1%1%1%
1%
1%
1%
1%
3
7
9.6
0
T
P
1%
1%
1%
1%
1%1%
380.60 TP
379.62
TP
379.97
T
P
CO
B
S
T
D
S
-
9
O
U
T
L
E
T
ST
R
U
C
T
U
R
E
A
N
D
R
I
P
R
A
P
3 6 9 .5 0
I N V .36
L
F
+
/
-
1
8
"
PV
C
P
I
P
E
378.50
F L0.2%0.2%
0.2%CI
T
Y
S
T
D
S
T
-
1
T
Y
P
E
-
B
CU
R
B
&
G
U
T
T
E
R
CI
T
Y
S
T
D
S
T
-
1
T
Y
P
E
-
B
CU
R
B
&
G
U
T
T
E
R
3
7
9
.
3
0
F
F
378.65
FL
1.
8
%
2%
3
7
9.6
0
T
C
3
7
9.1
0
T
P
379.10
TP 379.60 T C
379.10 TP
3
8
0
.
6
0
F
F
380.60 FF
3
7
8.0
T
O
P
37
8.5
T
O
P
378.0 TOP
136.33'INSTALL COB STD SW-4 MH AT EX.SEWER LAT.373.00+/- INV.PROPOSED SEWER LAT.PROPOSED SEWER LAT.EX. CONC. ISLAND EX. CONC. ISLANDPARABOLIC CURVEPARABOLIC CURVE TANGENT 90' 10' x 90' BAY TAPER 381.20 FL381.40 FC 380.95 FL381.15 FC 25'TYP.18'
TR
E
E
W
E
L
L
T
Y
P
.
9
'
TY
P
.
9'TYP.
9
'
TY
P
.
9
'
TY
P
.
3
0
'
TYP.
25'
25
'
18
'
6"
C
U
R
B
T
Y
P
.
6"
C
U
R
B
T
Y
P
.
6"
C
U
R
B
T
Y
P
.
6"
C
U
R
B
T
Y
P
.
6" CURB TYP.6" CURB TYP.5' CONC WALK 5' CONC WALKCONC WALK
5'
C
O
N
C
W
A
L
K
CO
N
C
5'
C
O
N
C
W
A
L
K
1 %LI
G
H
T
T
Y
P
.
LI
G
H
T
T
Y
P
.
LI
G
H
T
T
Y
P
.
LI
G
H
T
T
Y
P
.
LIGHT TYP.LIGHT TYP.
LI
G
H
T
T
Y
P
.
LI
G
H
T
T
Y
P
.
LIGHT TYP.
1%
1%
1%
2%
FL
U
S
H
W
/
A
C
8.3%8.3%8.3%8.3%
1%
1%
1%
1
%
1%
2%
2%
1%
1
%
1%
1%1%
1%2%1%2%2%1%
2%
2%
2
%
2%
CO
B
S
T
D
T
R
A
S
H
E
N
C
L
2%
2%
381.30 FL 381.20 FL 1.2%3 8 1 .0 5 T P379.55 FL 1 %1 %
10
'
P
A
C
I
F
I
C
G
A
S
&
E
L
E
C
T
R
I
C
C
O
.
E
A
S
E
M
E
N
T
PE
R
B
K
.
1
5
4
2
,
P
G
.
2
8
6
O
.
R
.
10'
10
'
P
A
C
I
F
I
C
G
A
S
&
E
L
E
C
T
R
I
C
E
A
S
E
M
E
N
T
PE
R
B
K
.
1
3
9
6
,
P
G
.
2
6
4
O
.
R
.
10'30'
G A T E
1%
1%
3 7 8.2 0
F G
CH
R
I
S
T
Y
U
5
2
C
A
T
C
H
B
A
S
I
N
W/
T
R
A
F
F
I
C
R
A
T
E
D
G
R
A
T
E
D
T
O
P
OR
A
P
P
R
O
V
E
D
E
Q
U
I
V
A
L
E
N
T
1
%
1 %
378.55
T
P
379.10
T P
2
%
1%1%4' CONC. "V"GUTTER
4' CONC. "V" GUTTER
4' CONC. "V" GUTTER
4' CONC. "V" GUTTER
FF
-
3
8
0
.
6
0
,
P
A
D
-
3
8
0
.
0
0
5
"
C
O
N
C
&
2
"
S
A
N
D
1%
379.47 FL379.5 7 F L 1%1%1% 9'TYP.
9
'
TY
P
.
9
'
TY
P
.
3' TRUNCATED DOMES TYP.4'4'5' CONC WALK2%2%2% 9'TYP.25'18'
9'
TYP.
9'
TYP.
381.10 TP381.39 TC380.83 TP381.70 FC382.17 TC 382.32 382.10 381.94381.52WV381.81 TC 381.38 FL381.79 MH381.45 FL381.63 381.49CONC 381.41 TC 380.88 FL381.03380.01 ELEC. TOWER 380.55381.36 DOWN GUYS381.30381.32 380.82 FL381.32 TC 381.16381.38PP SIGNAL BOX381.26381.16381.16 TC 380.68 FL383.87379.80379.91379.76380.49381.23 379.77380.87380.94 TC 380.44 FL 380.29 380.28380.05LIGHT379.76379.79 TC 379.34 FL 379.31
379.14
379.18
379.05
LIGHT
379.77
TREES
379.22 TC
378.74 FL
378.36 FL
378.77 TC
378.67
378.56
LIGHT
378.84
378.51
379.18
378.48
1%
378.32 TC
377.90 FL
5'
18
'
25
'
3
7
8
.
5
8
F
L
3
7
8.7
0
F
L
37
8.75
F
L
GB
378.16
FL
H
377.72 FL
378.34 TC
378.60 TC
378.31 378.52 378.59
379.04
379.13
385.21 TW
CONSTRUCTION ENTRANCE8.3%
379.88379.79
379.21
379.61378.93
380.13 380.81 380.22 379.62 380.60380.81
379.11
378.54
378.51 TP
378.47
379.07 TC
379.08 TC
378.58 TC
378.08 TP
378.21
378.26378.34 TC
377.86 TP
378.36 TC
377.62 FC
377.62 FC
378.11 TC
377.15
377.03 TC
377.14 TC
376.70 FL
377.17 TC
376.65 FL
376.54 FL
377.18 TC
376.57 CB
377.18
377.62
383.84 TW
378.00
378.34
378.48
378.46
378.54
385.05 TW
378.43
TRASH
ENCL.
TRASH
ENCL.
CONC.
25'
18'
9'
TYP. 9'
TYP.
6' CONC WALK 379.98 380.01 379.84HC RAMP EX. CURB & GUTTER GRASS
EX. AC PAVING
EX. AC PAVING
TER
E
D
P
R
OFESSIONA L E N G I
EX
.
A
C
P
A
V
I
N
G
EX
.
A
C
P
A
V
I
N
G
EX
.
A
C
P
A
V
I
N
G
EX. AC PAVING
NEER
S T ATEOF
CAL
I
F
O
R
N
IA
JER
R
Y
HENDRIC K S
L
.CI
1.3%
379.30
TP
3 7 9.3 0
T P
379.07
T P
379.10
TP
1.
2
%
379.17 TP
3 7 9 .1 7
T P
1.
8
%
2%
378.91
TP
1.6%
1%1%382.35 TC 381.85 TP382.17 TC 381.67 TP 381.90 TC 381.40 TP381.1 2 T C380.6 2 T P4%2%2%
VI
L
N
O
.
3
4
7
8
9
EX
P
.
9
/
3
0
/
1
7
PAD ONLY - 382.1
FF
-
3
7
9
.
3
0
,
P
A
D
-
3
7
8
.
7
0
5
"
C
O
N
C
&
2
"
S
A
N
D
0.5%379.95 TC 379.45 TP
3 8 0 .2 8 T C
3 7 9 .7 8 T P
3 8 0 .2 8 T C
3 7 9 .7 8 T P
378.20
F
G
1%
3' TRUNCATED DOMES TYP.
3'
T
R
U
N
C
A
T
E
D
DO
M
E
S
T
Y
P
.
6"
C
U
R
B
T
Y
P
.
379.41 FL
0.
2
5
%
379.26 FL
379.00 FL
0.2%0 .2 %
0.
3
3
%
378.20 FG
30'30'30'
1%
1%1%1%1%
BA
S
I
N
C
A
L
C
U
L
A
T
I
O
N
S
RE
Q
U
I
R
E
D
:
V
=
0
.
1
5
(
C
X
A
)
V
=
(
0
.
1
5
)
(
0
.
9
0
)
(
3
.
6
8
A
C
)
=
0
.
5
0
A
C
F
T
.
PR
O
V
I
D
E
D
(2
7
5
3
S
F
)
(
8
'
)
43
,
5
6
0
=
0
.
5
1
A
C
F
T
2:1 SLOPE TYP.
2:1 SLOPE TYP.
1.1%
CO
N
C
CO
N
C
0.5%
25'
18'
18'
1.
3
%
379.80 TP
1.6%
379.90 TP
379.10 FL
378.91 FL
379.03 FL
3 7 9.1 6
F L
3 7 9.2 2 F L WWWWWWWCITY SEWER EASEMENT PER BK. 6550, PG. 133 O.R.SSSSSSSSEX. WATER LINE EX. SEWER LINES 0°06'37" E 20.52'S 15°03'06" W 29.69'S 0°12'44" E 93.13'S 0°09'03" E 47.03'S 44°59'54" W26.87'S 0°00'00" E 6.41'S 2 2 °5 9 '2 1 " E27.1 6 'CITY OF BAKERSFIELD STREET RIGHT OF WAY PER DOC. NO. 0208191476 O.R.
C
C-
1
C-
2
B
E
F
G
CC-1C-2
B
E
F
G
3 7 8 .0
3 7 9 .0
379.0
380.0N 00°06'37" W 365.46' BASIS OF BEARINGS47.47'
S
8
9
°
5
7
'
1
4
"
W
342.47'
N 0°05'39" W 140.00'
N
8
9
°
5
7
'
1
4
"
E
2
1
4
.
6
9
'
S
0
°
0
0
'
0
0
"
W
10
.
0
9
'
N
9
0
°
0
0
'
0
0
"
E
11
3
.
5
2
'
N
0
°
0
0
'
0
0
"
E
10
.
1
7
'
A
BB
380.50 TP381.2 0 T P2%3 7 9.8 0 T P380.10 TP2%
0.2%
0.2%FUTURE BUILDING 0.2%
EX
.
W
A
T
E
R
L
I
N
E
S
LS
LS
LS
LS
LS
LS
LSLS
LS
LS LS LS LSLS LS LSLS LS
LS
LS
LS
LS
LS
LS
LSLSLSLS
LS
LS
LS
LS
LS
LS LS
LS
LS
8'
W
A
T
E
R
D
E
P
T
H
HI
G
H
W
A
T
E
R
L
E
V
E
L
-
3
7
7
.
0
BO
T
T
O
M
-
3
6
9
.
0
1
2
'
1 5 % R A M P
P/
L
P/
L
EE EE
E
E
E
E
EEEX. 6' BLOCK WALL
6" CONC. CURB
12
/
1
5
CC
D
E
FG381.22 ELEC BOX 381.41PPEX. CURB & GUTTER EX. CURB, GUTTER & SIDEWALKC/L CALLOWAY DR.ELEC BOXEX. DRIVE 0.2%EX. DRIVE
EX. 6' BLOCK WALL
EX. 6' BLOCK WALL
EX. 6' BLOCK WALL
EX. 6' CL. FENCE
SIGN
3 7 8 .8 0
T P
379.75 TP
1.4%
378.21
FL378.2 6
F L
0.
2
%
378.36 FL
2%
1.
K
E
R
N
C
O
U
N
T
Y
L
A
N
D
C
O
.
E
A
S
E
M
E
N
T
P
E
R
B
K
.
8
0
,
P
G
.
3
7
3
O
F
D
E
E
D
S
O
V
E
R
T
H
E
N
O
R
T
H
1
3
0
'
O
F
T
H
E
S
I
T
E
EA
S
E
M
E
N
T
S
;
WV
0.18%EX. CURB & GUTTER S 0°06'37" E66.64'
LS
LS7'
+
/
-
CONC
GRADING PLAN FOR THE FIREHOUSE
RESTAURANT ON CALLOWAY DR.
CIVIL ENGINEERING & LAND SURVEYING
1"
=
2
0
'
D
FG
2003 20th STREET - BAKERSFIELD CA. 93301
( 661 ) 328-9838
FRANK A. SLINKARD
54
3
-
1
5
-
5
5
JE
R
R
Y
L
.
H
E
N
D
R
I
C
K
S
R
C
E
3
4
7
8
9
EX
P
.
9
/
3
0
/
1
7
REGIS
LS 380.34 TP3.5%
DA
T
E
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
JO
B
N
O
.
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
_
CONC.
OV
E
R
H
E
A
D
PO
W
E
R
L
I
N
E
S
S
8
9
°
5
9
'
3
5
"
W
S
8
9
°
5
9
'
3
5
"
W
40
0
.
0
0
'
S 0°06'37" E 225.00'
3 8 0.0381.0 381.0
27
0
.
7
2
'
VAUGHN WATER CO. EASEMENT PER BK. 4418, PG. 784 O.R. AND BK. 4438, PG. 945 O.R.VAUGHN WATER CO. EASEMENT PER BK. 4729, PG. 601 & 605 O.R.
PA
C
I
F
I
C
G
A
S
&
E
L
E
C
T
R
I
C
C
O
.
E
A
S
E
M
E
N
T
PE
R
B
K
.
5
2
6
8
,
P
G
.
1
5
3
2
O
.
R
.
AL
L
O
F
T
H
I
S
P
A
R
C
E
L
12
'
18
'
18
18
'
12'
HC RAMP PER CAL TRANS STD A88A & COB ST-10 TYP.FL RADIUS 20' TYP.11'63'45'381.36 F LMAT. E X.2%380.83 FL MAT. EX.0.18%WWWW
W
W
W
2"
A
C
O
V
E
R
4
"
A
B
OV
E
R
1
2
"
C
O
M
P
O
G
2"
A
C
O
V
E
R
4
"
A
B
OV
E
R
1
2
"
C
O
M
P
O
G
2"
A
C
O
V
E
R
4
"
A
B
OV
E
R
1
2
"
C
O
M
P
O
G
2"
A
C
O
V
E
R
4
"
A
B
OV
E
R
1
2
"
C
O
M
P
O
G
2"
A
C
O
V
E
R
4
"
A
B
OV
E
R
1
2
"
C
O
M
P
O
G
380.16 TP 380.47 TP380.43 TP1.7%3 8 0.7 4 T PGB
1.
3
%
3 7 9.3 5
T P379.2 8
T P
378.73
FL
3 7 8.7 0
F L
0.6 %
3
7
8.1
8
F
L
G
B
0.
3
3
%
3
7
8
.
9
6
F
L
3
7
8
.
8
5
F
L
378.82 FL
3
8
0.1
5
T
P
38
0.30
T
P
3
7
9.6
0
T
P
3
8
0
.
2
4
T
C
3
7
9
.
7
4
T
P
2
.
5
%
380.10 TC 379.60 TP PROPOSED RIGHT TURN LANE SHEET 2 OF 3 SHEETS
NO
T
E
;
BE
S
T
M
A
N
G
E
M
E
N
T
P
R
A
C
T
I
C
E
S
S
Y
M
B
O
L
S
SE
E
G
R
A
D
I
N
G
M
A
P
F
O
R
L
O
C
A
T
I
O
N
O
F
V
A
R
I
O
U
S
MA
N
A
G
E
M
E
N
T
P
R
A
C
T
I
C
E
S
A
N
D
D
E
T
A
I
L
S
O
N
SH
E
E
T
3
NO
T
E
;
P
R
I
V
A
T
E
B
A
S
I
N
T
O
B
E
P
R
I
V
A
T
E
L
Y
M
A
I
N
T
A
I
N
E
D
PA
V
E
D
P
A
R
K
I
N
G
WHEEL BLOCKS TYP.29'+/-NOTE;SEE CALLOWAY STREET PLANS FOR IMPROVEMENTS WITHIN CITY R/W
37
8
.
0
8
F
L
H
5'
6'
C
.
L
.
F
E
N
C
E
W
/
R
E
D
W
O
O
D
SL
A
T
S
A
R
O
U
N
D
B
A
S
I
N
PE
R
C
O
B
S
T
D
.
D
-
1
2
&
D
-
1
3
20'
8.3%8.3%4'18'29'+/-7'S 0°00'00" E42.84'S 45°00'00" E 22.87'WHEEL BLOCKS TYP.
WH
E
E
L
B
L
O
C
K
S
T
Y
P
.
5'
6'
4
D
R
Y
W
E
L
L
S
SE
E
D
E
T
A
I
L
B
E
L
O
W
FR
A
M
E
A
N
D
G
R
A
T
E
6
"
-
1
'
A
B
O
V
E
S
U
M
P
B
O
T
.
TO
R
E
D
U
C
E
S
E
D
I
M
E
N
T
A
T
I
O
N
S
I
N
F
I
L
T
R
A
T
I
O
N
2'
6'
P
E
R
F
O
R
A
T
E
D
P
I
P
E
26'
3'
33
3
.
0
M
I
N
.
E
L
E
V
.
OP
E
R
A
T
I
O
N
A
N
D
M
A
I
N
T
E
N
A
N
C
E
O
F
P
R
I
V
A
T
E
S
U
M
P
1)
D
R
Y
W
E
L
L
S
T
O
B
E
I
N
S
T
A
L
L
E
D
I
N
A
M
A
N
N
E
R
T
H
A
T
P
R
E
V
E
N
T
S
D
E
B
R
I
S
A
N
D
A
N
I
M
A
L
S
F
R
O
M
E
N
T
E
R
I
N
G
C
A
S
I
N
G
2)
E
V
E
R
Y
2
M
O
N
T
H
S
O
R
A
F
T
E
R
A
N
Y
S
E
V
E
R
E
R
A
I
N
E
V
E
N
T
T
H
E
S
U
M
P
S
H
O
U
L
D
B
E
I
N
S
P
E
C
T
E
D
A
N
D
C
L
E
A
R
E
D
S
O
D
R
Y
W
E
L
L
S
W
O
R
K
P
R
O
P
E
R
L
Y
.
3)
O
N
C
E
A
Y
E
A
R
T
H
E
S
U
M
P
S
H
O
U
L
D
B
E
C
L
E
A
R
E
D
O
F
A
N
Y
D
E
B
R
I
S
A
N
D
S
E
D
I
M
E
N
T
.