HomeMy WebLinkAbout10.9-122CITY I FELD
OF 1E 1 E
"Or WORKS DEPAR rF 11 E Nr IDF PUBLIC
LIST OF DRAWINGS
SHEET 1 T/TLE SHEET - GENERAL NOTES
SHEET 2 DRAINAGE AND PAVING PLAN
SHEET J HORIZONTAL CONTROL
BENCHMARK
USGS BRASS CAP. OLD HANGER LOCA770N. PARKING
LOT OF A /RPARK EAST OF UNION AVENUE, USGS l/364.
ELEVAT/0N = 375.56 (U. S. G. S. DATUM)
CONVENTIONAL & UTILITY SYMBOLS
.LEGEND
CENTERLINE AND /OR SECTION LINE
____= EXISTING UNDERGROUND PIPELINES wl SIZE AND TYPE
PAD CONCRETE BUILDING PAD
AC ASPHALT CONCRETE
FL FLOWLINE
INV. PIPE INVERT
TOG TOP OF GRATE
0i ELECTRICAL RISER/ JUNCTION BOX
w HOSE BIB
3� "6P EXISTING GROUND ELEVATION POINT
DESIGN GROUND ELEVATION POINT
2.27* DESIGN SLOPES
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PLANS
CONSTRUCT /ON Of
BAKERSFIELD AIRPARK
DRAINAGE AND P IMPROVEMENTS
LOCATION MAP
NOT TO SCALE
CITY PROJECT No.. P1K007
PROJECT SITE
STATE OF CALIFORNIA
GENERAL NOTES:
1* THE CONTRACTOR MUST POSSESS A CLASS "A LICENSE.
2* THE CONTRACTOR SHALL CONTACT THE USA LOCH �700R
SERVICE AT 1-800-227-2600, 48 HOURS PRIG'R TO
EXCAVATION.
File Name: 1450FDR01 Job No.- 00-1450F
, t q *_ I a PRINT DATE: 02/09/01
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18" (TYP)
L. 6" THICK
CONC. APRON
PRECAST STORM DRAIN
INLET W/ TRAFFIC GRATE
0.35 SLOPE
6" CLASS 11 A.B. OVER
6'* NATIVE MATERIAL 0
18" P.V.C. STORM DRAIN] 95% RELATIVE COMPACTION
A CATCH BASIN DETAIL
N.T.S.
I
EXI,
"V"
EXISTING,
DRAIN INI.
FINISHED GRADE—
NEW ASPHALT CONCRETE
PAVEMENT
E
2-0l 1 2.0'
0.02' TYP.
0.1' TYP.
FINISHED GRADE—
NEW ASPHALT CONCRETE
PAVEMENT
0.5" THICK — CLASS
B CONCRETE WITH FIBERMESHQJ
ADMIXTURE
COMPACT 1.0' DEPTH OF NATIVE MATERIAL
TO 95% RELATIVE COMPACTION.
on"*
B N CONCRETE "V" GUTTER
N.T.S.
N Q)
0-4G Qj
0.25* ASPHALT CONCRETE PAVEMENT
0.331 CLASS 11 AGREGATE BASE
1.009 NATIVE MATERIAL COMPACTED TO 957o.
RELATIVE COMPACTION
TYPICAL PAVING SECTION
N.T.S#.
3? i
'S 07 *mum ... mm� tK' yNs
lb
c6a Cp
�NA
AC
� -17498
DK'QG
�j1/�oQG '��S °� /
tK- -r05
SAWCUT AND MATCH
374--89-0 0 '0000 + EXISTING SURFACE
AC 0- Q • ,or � L.F. OF SAWCUT.
RS v
/ "�
Ix. tx
74.6
374.87 AC
AC 00
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txK
/ `� 374-91
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4.82 PA t�K
tk 7 .82 -1 .6
374-94 O 5
AC \.�X EXISTING ELECTRICAL tK
JJV90, RISER AND HOSE BIB
-v �'~ 9O 9� "'^ TO BE PROTECTED AND
Q$
REMAIN IN PLACE
bK-
374.87
AC 374-7�8 EXISTING
AC HEXAGONAL 23.5' 23.5**
HANGER
�`°Q TYPICAL TYPICAL
374 ;77
11o) PAD' J. z4o
13 4.
Qw
w -
tK-
7 4C
374.89 C `3
AC
'IC 74.84
375-_02--* PAD
b A C 5
-51 � + g2 4�" 374,90-o
AC
-53 Ar \a
ot V,3� \
A ,
r
TYPICAL,3,,vi
0.45% 96 7
CONSTRUCTION NOTES
INSTALL PRECAST DRAIN INLET W/ TRAFFIC GRATi-
AND 6* SQ. CONCRETE APRON PER DETAIL. A "\
02 REMOVE EXISTING ELECTRICAL CONDUIT (EMPTY).
03 REMOVE EXISTING ELECTRICAL CONDUIT AND REPLACE
WITH 2 110 L.F. OF NEW V$ SCHEDULE 80 P.V.�#
CONDUITS 24" BELOW EXISTING GROUND. INSTALL 3
#12 WIRES IN ONE, THE OTHER TO REMAIN EMPTY.
STUB OUT AT EXISTING CONDUIT TERMINATION AND
RECONNECT CONDUITS AND WIRING TO JUNCTION BOXES.
INSTALL STORM DRAIN JUNCTION BOX PER
CITY STANDARD SHEET D-17. VERIFY EXISTING
STORM DRAIN INVERT ELEVATION PRIOR TO
CONSTRUCTING NEW STORM DRAIN.
�D INSTALL 85 L.F. OF 18" CLASS 3 RCP STORM DRAIN.
LEGEND
PAD
AC
FL
INV
TOG
oul
bc-
no.
0*401,110
2.2%
4
CONCRETE BUILDING PAD
ASPHALT PAVING
FLOWLINE
PIPE INVERT
TOP OF GRATE
ELECTRICAL RISER / JUNCTION B,
HOSE BIB
EXISTING ELEVATIONS
DESIGN ELEVATIONS
DESIGN SLOPES
N
k
OX
375-05
A EXISTING 30" DI A. ------
4 9r o RCP STORM DRAIN
.
SAWCUT AND PATCH PAVEMENT PER
tK-
SPECIFICATIONS AFTER STORM DRAIN
.0
AND ELECTRICAL LINES ARE INSTALLED.
csj
C
N.,
C /TY O� BAKERSF /ELF, CAL /FORNIA
PUBLIC WORKS DEPARTMENT
1
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1%
NORTH
SCALE: 1 20'
0 1o' 2W 40• QkO p . �.� �� � w
a.
C "A
w m
1AES 6-30-
No. C33448
Prepared By.
POFffER ROBERfT�ON
& summon No.
1200 - 21ST. SIREEll 66 327-M2
Emw
CA. 93301 FAX 681 32T -1065
File Name: 1450FDR02 Drawn.- MC6 BAKERS'Ic /ELD A/RPARK SHEET NO.
Job Na ## 00- -1450F Enginee• A4CR
Date: I I Checked i�y. CITY p�qA /NAGS AND PAVING PLAN IFNI 2 OF 3
I , OL
CONSTRUCT
400 L.F. OF
4'
WIDE V GUTTER PER DETAIL. rB-*"\
CONSTRUCT
18,000 S.F.
OF
PAVEMENT PER DETAIL. /ooc,�
INSTALL STORM DRAIN JUNCTION BOX PER
CITY STANDARD SHEET D-17. VERIFY EXISTING
STORM DRAIN INVERT ELEVATION PRIOR TO
CONSTRUCTING NEW STORM DRAIN.
�D INSTALL 85 L.F. OF 18" CLASS 3 RCP STORM DRAIN.
LEGEND
PAD
AC
FL
INV
TOG
oul
bc-
no.
0*401,110
2.2%
4
CONCRETE BUILDING PAD
ASPHALT PAVING
FLOWLINE
PIPE INVERT
TOP OF GRATE
ELECTRICAL RISER / JUNCTION B,
HOSE BIB
EXISTING ELEVATIONS
DESIGN ELEVATIONS
DESIGN SLOPES
N
k
OX
375-05
A EXISTING 30" DI A. ------
4 9r o RCP STORM DRAIN
.
SAWCUT AND PATCH PAVEMENT PER
tK-
SPECIFICATIONS AFTER STORM DRAIN
.0
AND ELECTRICAL LINES ARE INSTALLED.
csj
C
N.,
C /TY O� BAKERSF /ELF, CAL /FORNIA
PUBLIC WORKS DEPARTMENT
1
_N
1%
NORTH
SCALE: 1 20'
0 1o' 2W 40• QkO p . �.� �� � w
a.
C "A
w m
1AES 6-30-
No. C33448
Prepared By.
POFffER ROBERfT�ON
& summon No.
1200 - 21ST. SIREEll 66 327-M2
Emw
CA. 93301 FAX 681 32T -1065
File Name: 1450FDR02 Drawn.- MC6 BAKERS'Ic /ELD A/RPARK SHEET NO.
Job Na ## 00- -1450F Enginee• A4CR
Date: I I Checked i�y. CITY p�qA /NAGS AND PAVING PLAN IFNI 2 OF 3
I , OL
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