HomeMy WebLinkAbout12.5-179NOTE:
FOR COMPLETE R/W DATA, SEE
R/W RECORD MAPS AT CITY OFFICE.
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B TYP
2
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grade break of pipe. See _
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profile sheets for details.
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P repored Far:
CITY OF BAKERSFIELD
1600 TRUXTUN AVENUE
BAKERSFIELD CALIFORNIA 9]]01
Preparedw by:
AS BUILT
CONTRACT No.? 9 Wl:"6 C .
C.0:A.DATE moi-
R.E. NAME/*. ".
LtRignature fo finopprovaluilt information
601 09 04 80 808 BD 826
DRAINAGE PLAN
SCALE: ["= 50' D-2
WESTS/DE PARKWAY - PHASE 6C
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT 12.5-1.7-9—
--------------------------------
I
67.00' L{ 123+]1.00 "A" GGU No. U22 - Sheet / at 24
GRATE 340.26 SYSTEM No: 601 Saaas
IDENTICAL POINT
64.00'3+ 122+66.00 "A" - SEE SHEET DP 2 0 GD1 INLET W/2x24-12 GRATES, H-5.5' PE,R DID -7.
o�ssv°
GRATE 341.69 GRATE
R{ 12 3171338.50
00 A -6°�59
c FL Elev 338 OG e { - 90°. g 60 ,O OSA LF RCP
___ rOG _ � a. crva
` ___FG ___ _ - .029"INLET W/24 12 GRATE, H=5.5'
350 __________ _ _____
FG
340 1.0 LF RCP
330 0 GCP INLET W/36R GRATE, 11 5.5'
11 .3�%. - _ 2� 0 17%0 FL 333.02 FL 332.8 2 - - - - R1I1.L11P aRWLIIIPF 'S'A" PLANS APPROVi DATE
000NCRETE APRON PER _QP Prepared for:
320 36.19 b FL 334 76 FC 334.]6 g 9 Og 24"X 80.3 LF RCP CITY OF BAKERSFIELD
FL 3
90° - - 1600 TRUXTUN AVENUE
- -- IDENTICAL BAKERSFIELD CALIFORNIA 93301
SYSTEM No. 611 Prepared by:
DRAINAGE SYSTEM No. 80 -
as 36" A
X 300.0 LF RCP /'S
INLET W/2 x24-12 G' '„ H=I 1 AWP_' "-
-_ ab
Go INL OD -7
Nta
'oE
FG rOG
JJ____.
76.00'R+
179+00.00 "A"
350
-- -__
F __
SYSTEM No. 60 b
340
GRATE 35].43
SEE
60 e -
-. ----.
G1 INLET W/24-12 GRATE, H=5.5'
330
OG
' - - FL 341.35
b
FL 3,
320
SYSTEM No.. 604 GO Inlet w/ Trash Rack
Oa INLET WA! 1-2 GRATE,
H=5.5'
360
24X-12
vi
-
Ob 24" x 71.8 LF RCP
GO Inletw/Trash Rack-
Oc 62 INLET W/24-42RATE,
H=6.4'
24" x 68.0 LF RCP
24 RCP
024" x 226.5
350
GO Inlet w/ Trash Rack
0.62 INLET Wf24-}P GRATE,
H=5.7'
r EO
24X -12 -
Of 24" x 17.0 LF RCP
Q
Og GDO INLET W/TRASH RACK
& 2x24 -LR GRATE,
HZ'
- -
24X-12
0 24" x RCP
GIN Inletnlet w/ Trash Rack
Oi 92 -INLET W/EdGRATE,
H=5.7'
w
24X4X- 12
Dr 10%-
Nta
34
90°
1" 21+62.94 C
.T
024" x 109.4 LF RCP CONTRACT No. E
24" x6.2 LF ROP C.C.A. DATE
Ci0 Inlet w/ Trash Rack
(D i INLET W/24 -I GRATE, H=5.5' R.E. NAME
24X-12
Om 24"x 17.0 LF RCP 1 FL
0 GDO INLET W/TRASH RACK & 2x24-{2'GRATE,
24X-17
Oo 29" x 17Inlet
RCP -
GOlnletw/Trash Rack
R.E. Signaturefor Inc
O'fii INLET W/Y4-a2 GRATE, H=5.5'
24X-12 of AS -Built information
SED PER RFI .29
P-2_ __ EXIST. 6"
TOPOFP.
)0 L+ STA "A' 21+84.06
TE 348.96
343.30 0.97% r- tl
DRAINAGE SYSTEM No. 04
THIS PLAN ACCURATE FOR DRAINAGE. WORK ONLY.
]r.
FL 345.50 b FL 346.50
90°
04 BOfi 80. fi11
DRAINAGE PROFILES
eor;z - 1"= 20' DP -6
SCALE: Vert - 'I" = 20,
WESTSIDE PARKWAY - PHASE SC
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
350
340
330
360
350
340
330
12.5-1
I
I
I
I
'oE
76.00'R+
179+00.00 "A"
SYSTEM No. 60 b
P,a
GRATE 35].43
SEE
60 e -
-. ----.
G1 INLET W/24-12 GRATE, H=5.5'
- Z O
�W
OG
ob
624
d 'SHEET
`EC----
DP -11
360
vi
-
---------
24" x 68.0 LF RCP
350
r EO
Oc GCP, INLET W/36R GRATE, H 5.5'
MEw62
w
Dr 10%-
a
340
0']%
N
FL 346.02
a CONCRETE
O CRETE APRON PER DD 10
°O
330
52
340.38
24 "
O x 03.6 LF RCP
-
DRAINAGE SYSTEM No.
871
90°
-
IDENTICAL
9I°FL
SEE
SHEET
DP -11
_ D T AL
_ _.
IDENTICAL POINT
SEE SHEET DP -2
'..
34
90°
1" 21+62.94 C
.T
024" x 109.4 LF RCP CONTRACT No. E
24" x6.2 LF ROP C.C.A. DATE
Ci0 Inlet w/ Trash Rack
(D i INLET W/24 -I GRATE, H=5.5' R.E. NAME
24X-12
Om 24"x 17.0 LF RCP 1 FL
0 GDO INLET W/TRASH RACK & 2x24-{2'GRATE,
24X-17
Oo 29" x 17Inlet
RCP -
GOlnletw/Trash Rack
R.E. Signaturefor Inc
O'fii INLET W/Y4-a2 GRATE, H=5.5'
24X-12 of AS -Built information
SED PER RFI .29
P-2_ __ EXIST. 6"
TOPOFP.
)0 L+ STA "A' 21+84.06
TE 348.96
343.30 0.97% r- tl
DRAINAGE SYSTEM No. 04
THIS PLAN ACCURATE FOR DRAINAGE. WORK ONLY.
]r.
FL 345.50 b FL 346.50
90°
04 BOfi 80. fi11
DRAINAGE PROFILES
eor;z - 1"= 20' DP -6
SCALE: Vert - 'I" = 20,
WESTSIDE PARKWAY - PHASE SC
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
350
340
330
360
350
340
330
12.5-1
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