HomeMy WebLinkAbout6.3-478LIST OF DRA WINCS
SHEET 7 Tl TLE SHEET
SHEET 2 CITY STANDARDS AND DETAILS
SHEET 3 STORM DRAIN PLAN &PROFILE
�%l 151 jam
VIA I
MONUMENT IN LAMPHOLE AT THE IN TERSEC TION OF
HOSKING A VENUE A T CAPI TAN DRI VE. ELEV. = ,355.51
BASIS OF BEARINC
AV)
JNW A,
THE CENTERLINE OF HOSKING AVENUE, FROM MONUMENT
A T STA TION 20+00 TO THE MONUMENT A T STA TION 46+4354
SOUTH 890 11' JJ" EAST WAS USED AS THE BASIS OF BEARING.
CONVENTIONAL, SYMBOLS—
EASEM NT
E
— —
RICH T— OF— WA Y
CEN TERL INE
RAILROAD TRA CKS
x CHAIN LINK FENCE
ANS
EXIST CURB & CUTTER
—-------------— EXIST. A. C. FL0WLINE
EXIST. EDGE OF PA VEMEN T
n n n GUARD RAIL
IMPRO VEMEN TS
W
EXIST
WATER LINE
S
EXIST SEDER LINE
G
EXIST
GAS LINE
SD
EXIST STORM DRAIN
OH
EXIS T
AERIAL
E
EXIS T UNDERGROUND
LINES
POWER LINE
TV
EXIS T
UNDERGROUND
T
EXIS T UNDERGROUND
TV CABLES
PHONE L INE
0
EXIST
OIL LINE
FO
EXIST FIBER OPTIC LINE
JEV-
1AVAk m:fi Ij zwk
VIA�z :i r I U
2
;. Ell �ll � 0
NO TE.-
THE
E:THE CON TRA C TOR MUST POSSESS THE FOLL O WING
VALID LI CENSES:
NO TE.-
THE
E:THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR
SERVICE 1-800-642-2444., 48 HOURS PRIOR TO
EXCA VA TION.
0.09 MILES
PANAMA
LAND.
Fo-1
MANHOLE
ti
FIRE H YDRA N T
.�
99
......... ............
FESS/ NICOLAS FIDLER, R.C.E. 610699 EXPIRES 12-31-18 DATE
0�PUBLIC WORKS DIRECTOR
P.P.
LOBATION
.............
H05KlNG
W•M•SiNGN
0
_AVENUE
_
cl, �o F� � APPROVAL RECOMMENDED BY:
FIA A L PA Y""
te UA N TI TIE 453*1Q)
2� f
Ej
EX/ S TING MONUMEN T
uj
....... 3-5
---.6 ....... .
.....
oollslz) r-7
G.M.
N
ESTIMA TED UNIT OF
QUANTITY MEASURE
qi eV 1ASSISTANT PUBLIC WORKS DIRECTOR
DATE
❑
FU TURE MONUMEN T
®
GA S ME TER
1 TRAFFIC S TRIPPINGLF ( DE TAIL
3$A,
OF CAS.
0
TAFT
HIGHWAY
S.L.
S TREE T LIGHT
G.V.
GAS VALVE
1
6
VIA�z :i r I U
2
;. Ell �ll � 0
NO TE.-
THE
E:THE CON TRA C TOR MUST POSSESS THE FOLL O WING
VALID LI CENSES:
NO TE.-
THE
E:THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR
SERVICE 1-800-642-2444., 48 HOURS PRIOR TO
EXCA VA TION.
0.09 MILES
Fo-1
MANHOLE
F.H.fA
FIRE H YDRA N T
.�
FESS/ NICOLAS FIDLER, R.C.E. 610699 EXPIRES 12-31-18 DATE
0�PUBLIC WORKS DIRECTOR
P.P.
QRO
P 0 WER POLE
W•M•SiNGN
0
WATER METER
cl, �o F� � APPROVAL RECOMMENDED BY:
FIA A L PA Y""
te UA N TI TIE 453*1Q)
2� f
Ej
EX/ S TING MONUMEN T
W. V.
WATER VALVE
c� C 80507 ;;o
* Exp. 3-31-19
oollslz) r-7
G.M.
ESTIMA TED UNIT OF
QUANTITY MEASURE
qi eV 1ASSISTANT PUBLIC WORKS DIRECTOR
DATE
❑
FU TURE MONUMEN T
®
GA S ME TER
1 TRAFFIC S TRIPPINGLF ( DE TAIL
3$A,
OF CAS.
THERMOPLASTIC WHITE)
S.L.
S TREE T LIGHT
G.V.
GAS VALVE
CIVILENGINEER IV — DESIGN ENGINEERING
DATE
�--
S TREE T LIGHT W/MAST ARM
BENCHMARK
6.3-478
C.O.
CLEAN OUT
AUTO SCOPE
CITY RECORD No. TRAFFIC ENGINEERING
DATE
TORM DRAIN VEMEN TS.- HOSKING Aki
VENUE,
PRE— EMP TION DEVICE
File Path: S: \PROJECTS\2016-2017\E7K214—HOSKING
E 7K 214
STORM DRAIN\AutoCAD Drawings\Production Drawings
BETWEEN W/BLE ROAD AND GRANITE PEAK STREET
OF
3
Fife Name: Hosking—Storm Drain-2.dwg
SHEETS
15 at 6.0 (0.15%) QC. when
See s1d dowing outside diameter of pipe
S1 6 for frame is 2 5' (0.76m) or greater.
& cover details
2:1 Mortar, dry
I I
C_
8
Const. -
0 libbi
_0
O
&0"
(015")
V
PLAN
Std MH. frome and cover
SEC 7701V A - A
cc�"
50' (L,%) max cow
(extension Irbo rewired)
I H
1, All *a* &V/ conform to the aoicaft suctions of the
standard Wdrkolions entitled 'Slondard SpecirkalkIn
Stele of Colifemig DwIment of Trowletion,
0moved currant wilim.
2 All concrete shill be doss "A" unless otherwise
qWowd by the City ingk*w.
I All reinforcing steel shaff be of A round bars and bent
as Sham
4. Monhofe costing shill be to Vwirkalions of SN -6
Manhole cow &W/ how cost 11wew in raised letters
MAW lettering to be 10- (75mm) b h*1 W raised
0.125" (5mm)
FILENAME: D-16REV
i
DATE 6/2/99
STANDARD DRAM icu
CHECKED
JUNCTION BOXSCALE M. SHAW
N. T. S.
APPROVED SHEET NO.
CITY OF BAKERSFIELD D-16
CALIFORNIA
CITY ENGINEER PUBLIC WORKS DEPARTMENT
L_ 2625" (0 67m) - ,O' (u")
0
.4.0 __1% _i�
V) 25.25" (0.64m) - 105* (027m)
075 -(20mm)
-t5 (40mm) 0625 (15mm)
C:
J75ff ion
W (35mm) See Deta# "Am I
0 14
10' (025%) L 0 5 (anm)
Clear Opening
20' (06m) _T 17- (0 0n)
Clear Opening E
32.5" (0.83m)
C
0 =ON A -A
4-0
0
0-
I,-,'
U) 1.5" (40mm) self
draining blind pick
hole
A
SEWER
I %'-
Notch lid to % 0
X
0 rind pick hole
0
j Lo" (25mm) pattern
letters, 0. 125* (Jmm)
z high MANHOLE
ry
r*)
:2 NO TES:
to* (25mm) pattern
letters, 0125" (3nm)
high
20" (56mm) pattern
letters, 0125" (Jmm)
high
A
( --- See note It
1.0' (25mm) pattern
letters, 0.125" (5mm)
high. Location for
country of origin
ry t Al! frames and cows shaff be tested for omrocy
0
of R end shell be marked in sets prior to delivery.
(n
(D 2 The seats of frames and bearing faces of the cows
Z shall be machined for a smooth non -rocking At between
Y the two costings
V)
0 J Castings shell be thoroughly clewed and dipped twice
in a qvkk-dr*g, fat -block ovholtic compound to
provide a protective coating.
4. All frames and cows shell be gray cost iron, free
V from worP4 croeft holes, swells end cold -shot, and
rl- shell how a ovkmonlke fintsh Hqhwoy loading should
be HS 20-44.
0 5 Costing shell conform to the provisions of the veciricolions
for groy-iron costings, serial designation ASTM: A-48
(latest revision), Gloss Na joi
co
V.-
0 6 The name of the manufacturing company shell be
on the underside of the cover
7 Manhole frame sholl weigh not less than 120 ft
(50g) nor more then 250 lbs (Wkg) the cover
LLJ shell weigh not less than 120 lbs (509) nor more
0 than 200 lbs (91kg) APPROVED
ry
n 8 /Manhole cows shall how a self dreh7ing blind pick
1__*1 hole unless otherwise approved by the City Engineer,
0i
0,5" (ov"M)
note 11.
to- (25mm) Dia.
center hole
(15mm) pattern
0.125" t TMM)
- I
QEAN high
1132" (Imm) -,-i �-
10.5' (0.27m,
Toper
Frame
Machined
Surfaces
TAIL "Aa ##
9. The 20" (50mm) pattern letters on the monhole covers
sholl how one of the following designations: DRAIN or SWR
10 Assembly sholl be designed for highwoy loading of HS 20-44.
11. 2.0" z t 0' (50mm x 25mm) diamond mot 0125" (5mm) deep.
FILENAME: SW-6REV
DATE 6/2/99
STANDARD DRAM icu
FRAMES AND CHECKED
COVERS FOR SCALE M. SHAH
MANHOLES & CLEANOUTS N.T.S.
SHEET NO.
CITY OF BAKERSFIELD SW -6
CALIFORNIA
CITY ENGINEER PUBLIC WORKS DEPARTMENT
Class "A" Portland
Cement Concrete. Color
and finish to match
sowcut adjacent pavement
Existing
Portland Cement Concrete
Select Materiol
(if required)
BockRI
PATCH INCONCRE Tf SVRFA CE
Ashoallic Point sowcut Ashpoltic Point
Binder. Binder
Existing Ashpalt
Concrete Pavement
rryX,zp,
Asphalt Concrete
�
X X Or r Ir (din) M& too sr*
" 5`1
=../'a4,
rOEE�r
r
NO TES.
5"Y' -AD, `-As)
Gloss # Aggregate Bose g0r "r"f ,, - ,
I All workmanship and moteriols sholl conform
w")
to the requirements set forth in the "Stwolerd
-J� ,2 9Q. Specirkotions, Stele of Colifornih, Deportment
of Transportation". opproved current edition.
I I E -E 111 2 Saoculs shall be mode parallel or at right
backfil angles to the centerline of the street.
Depth of select moteriol, if required, sholl be
PA NH IN A SPHA L T - CONCRETE SURFACE Idetermined in the meld by the engineer.
4. Potches less than 2.0' (0 6m) from existing patches,
0.4' (0= 1m) Ashpolt edges of payment, or gutter sholl be extended
Concrete SurfacingAspholtic Point Binder to indude the intermediote Woted strip of
existing powment.
Existing road
mixed surfocin5 Mhiimum patch width shelf be 2.0' (0 6m) at its
g
smallest dimension, unless otherwise allowed by
the City engineer.
Select Material
'06
(if required) 11Reference standards ST -13 and ST -14 for
YJ NA , , , v
U11 J IIIIJ561"".
,
compaction requirements
7 For patch in asphalt concrete unless otherwise
I IFEI I 17L-1 I IFE-1 I I
ollowed by the city engineer. -
A. locol streets minimum 04 (0 im) ospholt
concrete over 05(0. 15m) Class IF ag
gregotebase
8 Arteriot end collector streets minimum 07' (0.2m)
PA LCH IN ROAD MIXED SURFACE oVholt concrete over 1.0(0,3m) Class I! aggregate base.
FILENAME: ST-12REV
DATE 6/2/99
STANDARD, DRAYN icu
CHECKED
PAVEMENT PATCHESSCALE M. SHAH
da� N.T,S.
APPROVED SHEET NO.
CITY OF BAKERSFIELD ST -12
CALIFORNIA
CITY ENGINEER PUBLIC WORKS DEPARTMENT
ft" wo - WSW- 10
Ali"CoaptingTjpt i -"-
Coupling 01JR) I
1AIL Existing sewer
Existing sewer pipe
pipe
New pipe with mechanical
compression
joints (t)p.)
Original Ground yy..................
Standard trench
backfill per city
..........
.............
standard ST_ 1J.
........ ....... .
............
Storm
Drain i;:;,
2 sock sand-'
as cement slurry
a
z, x
used in place
compacting soil to soringline.
Slurry sholl be vibrated.
"ZZ71"IN
..� L, T-7 �717
CONDUIT
WD
Depth varies depending on the
(also)
SPRINGLINE
Bockrill compacted to 95% refoliw
Table "B" below
Conduit
*Street ME 12"
(0.9m) beyond back of curb, excluding
Zone TRAFFIC INDEX DEPTH
oll but e outer .0(0.3n) of the
.......... 7
Jo - 50 1.2'(03n
..............
1.0'(0 JM) UP
55-6.5 1. 5' (045m))
Loose Sond
.............
Existing utility pipe
improvements
backrill compacted to 90% reloliw
85 OR MORE 2.5' (075m)
J
1.0'(0, Jm) wider
4
PIPO.D. relative compaction
,45.
Backfill in pipe zone compacted
All A
to 90% relative compaction.
�w we
Exist
Sm [a* "A
utility pipe
Bocknil moteriol within the pipe
To be used where "K* equals 1.O' (0.3m) or less
obow top of pipe bell or the outside diameter
Minimum IK" equals 1.0" (25mm)
r;
of ploin end pipe.
end I ssQ
0 IL Pi 91t =12 1 14, M M
ss For public utNties construction
,
requirements as per the Public...........
VINNes Commission 60nerol Orders
W 0
6.0" 0 11/
Bedding Material for
X
Ffn
lble� P s
ISIper
4. Testing of bockrdl materials sholl be in accordance with the
AST? D
tests listed in Section 6-3.01 of the Stwoord Specificetions;
(or ASTM D1557, Method "C*) for trench width greater then 10, (03m).
NO TES.
if trench width is less than to' (oim), bocktill with 2 sock slurry.
t Backfill for Rigid Poe.
5 Compaction tests will be required and shell be the respons-
Bockrill material within the pipe zone shell be free of
ibility of the Developer / Sidb6iber / Contractor. The number
defeteribus moteriol and sholl hove a Send Equivalent of not
and location of the tests shell be determined by the City
less than 20 and shall conform to the following grading,
Engineer The tests sholl be in occardence with the tests
Sieve Size Percentage passing
listed in Section 6-3.01 of the Standard Specfficotion4 (or
3/4" (20mm) 100
ASTM 01557, Method `C*).
No. 4 35-100
No. JO 20-100
6. Each lo)w of backfill moteriol sholl meet the compaction,
This bocknil moteriol sholl be placed in not to exceed one
send equivalent and grodotion requirements before the next
foot (101bose)(03n) 16)ws, simultaneousfy on each side of the
low is placed
pipe in such a mono as not to domoge or disturb the pipe on
its alignment end grade Each loyer shall be thoroughly comp-
7 For pavement patches within paved areas, see stondard
acted by mechanical tamping, Backfill moteriol sholl be
droving ST -12 in this design manual
properly compacted to springline prior to proceeding.
2 Backfin for flexible pipe.
TA BL E "A
E W
WAWWAI.
15 at 6.0 (0.15%) QC. when
See s1d dowing outside diameter of pipe
S1 6 for frame is 2 5' (0.76m) or greater.
& cover details
2:1 Mortar, dry
I I
C_
8
Const. -
0 libbi
_0
O
&0"
(015")
V
PLAN
Std MH. frome and cover
SEC 7701V A - A
cc�"
50' (L,%) max cow
(extension Irbo rewired)
I H
1, All *a* &V/ conform to the aoicaft suctions of the
standard Wdrkolions entitled 'Slondard SpecirkalkIn
Stele of Colifemig DwIment of Trowletion,
0moved currant wilim.
2 All concrete shill be doss "A" unless otherwise
qWowd by the City ingk*w.
I All reinforcing steel shaff be of A round bars and bent
as Sham
4. Monhofe costing shill be to Vwirkalions of SN -6
Manhole cow &W/ how cost 11wew in raised letters
MAW lettering to be 10- (75mm) b h*1 W raised
0.125" (5mm)
FILENAME: D-16REV
i
DATE 6/2/99
STANDARD DRAM icu
CHECKED
JUNCTION BOXSCALE M. SHAW
N. T. S.
APPROVED SHEET NO.
CITY OF BAKERSFIELD D-16
CALIFORNIA
CITY ENGINEER PUBLIC WORKS DEPARTMENT
L_ 2625" (0 67m) - ,O' (u")
0
.4.0 __1% _i�
V) 25.25" (0.64m) - 105* (027m)
075 -(20mm)
-t5 (40mm) 0625 (15mm)
C:
J75ff ion
W (35mm) See Deta# "Am I
0 14
10' (025%) L 0 5 (anm)
Clear Opening
20' (06m) _T 17- (0 0n)
Clear Opening E
32.5" (0.83m)
C
0 =ON A -A
4-0
0
0-
I,-,'
U) 1.5" (40mm) self
draining blind pick
hole
A
SEWER
I %'-
Notch lid to % 0
X
0 rind pick hole
0
j Lo" (25mm) pattern
letters, 0. 125* (Jmm)
z high MANHOLE
ry
r*)
:2 NO TES:
to* (25mm) pattern
letters, 0125" (3nm)
high
20" (56mm) pattern
letters, 0125" (Jmm)
high
A
( --- See note It
1.0' (25mm) pattern
letters, 0.125" (5mm)
high. Location for
country of origin
ry t Al! frames and cows shaff be tested for omrocy
0
of R end shell be marked in sets prior to delivery.
(n
(D 2 The seats of frames and bearing faces of the cows
Z shall be machined for a smooth non -rocking At between
Y the two costings
V)
0 J Castings shell be thoroughly clewed and dipped twice
in a qvkk-dr*g, fat -block ovholtic compound to
provide a protective coating.
4. All frames and cows shell be gray cost iron, free
V from worP4 croeft holes, swells end cold -shot, and
rl- shell how a ovkmonlke fintsh Hqhwoy loading should
be HS 20-44.
0 5 Costing shell conform to the provisions of the veciricolions
for groy-iron costings, serial designation ASTM: A-48
(latest revision), Gloss Na joi
co
V.-
0 6 The name of the manufacturing company shell be
on the underside of the cover
7 Manhole frame sholl weigh not less than 120 ft
(50g) nor more then 250 lbs (Wkg) the cover
LLJ shell weigh not less than 120 lbs (509) nor more
0 than 200 lbs (91kg) APPROVED
ry
n 8 /Manhole cows shall how a self dreh7ing blind pick
1__*1 hole unless otherwise approved by the City Engineer,
0i
0,5" (ov"M)
note 11.
to- (25mm) Dia.
center hole
(15mm) pattern
0.125" t TMM)
- I
QEAN high
1132" (Imm) -,-i �-
10.5' (0.27m,
Toper
Frame
Machined
Surfaces
TAIL "Aa ##
9. The 20" (50mm) pattern letters on the monhole covers
sholl how one of the following designations: DRAIN or SWR
10 Assembly sholl be designed for highwoy loading of HS 20-44.
11. 2.0" z t 0' (50mm x 25mm) diamond mot 0125" (5mm) deep.
FILENAME: SW-6REV
DATE 6/2/99
STANDARD DRAM icu
FRAMES AND CHECKED
COVERS FOR SCALE M. SHAH
MANHOLES & CLEANOUTS N.T.S.
SHEET NO.
CITY OF BAKERSFIELD SW -6
CALIFORNIA
CITY ENGINEER PUBLIC WORKS DEPARTMENT
Class "A" Portland
Cement Concrete. Color
and finish to match
sowcut adjacent pavement
Existing
Portland Cement Concrete
Select Materiol
(if required)
BockRI
PATCH INCONCRE Tf SVRFA CE
Ashoallic Point sowcut Ashpoltic Point
Binder. Binder
Existing Ashpalt
Concrete Pavement
rryX,zp,
Asphalt Concrete
�
X X Or r Ir (din) M& too sr*
" 5`1
=../'a4,
rOEE�r
r
NO TES.
5"Y' -AD, `-As)
Gloss # Aggregate Bose g0r "r"f ,, - ,
I All workmanship and moteriols sholl conform
w")
to the requirements set forth in the "Stwolerd
-J� ,2 9Q. Specirkotions, Stele of Colifornih, Deportment
of Transportation". opproved current edition.
I I E -E 111 2 Saoculs shall be mode parallel or at right
backfil angles to the centerline of the street.
Depth of select moteriol, if required, sholl be
PA NH IN A SPHA L T - CONCRETE SURFACE Idetermined in the meld by the engineer.
4. Potches less than 2.0' (0 6m) from existing patches,
0.4' (0= 1m) Ashpolt edges of payment, or gutter sholl be extended
Concrete SurfacingAspholtic Point Binder to indude the intermediote Woted strip of
existing powment.
Existing road
mixed surfocin5 Mhiimum patch width shelf be 2.0' (0 6m) at its
g
smallest dimension, unless otherwise allowed by
the City engineer.
Select Material
'06
(if required) 11Reference standards ST -13 and ST -14 for
YJ NA , , , v
U11 J IIIIJ561"".
,
compaction requirements
7 For patch in asphalt concrete unless otherwise
I IFEI I 17L-1 I IFE-1 I I
ollowed by the city engineer. -
A. locol streets minimum 04 (0 im) ospholt
concrete over 05(0. 15m) Class IF ag
gregotebase
8 Arteriot end collector streets minimum 07' (0.2m)
PA LCH IN ROAD MIXED SURFACE oVholt concrete over 1.0(0,3m) Class I! aggregate base.
FILENAME: ST-12REV
DATE 6/2/99
STANDARD, DRAYN icu
CHECKED
PAVEMENT PATCHESSCALE M. SHAH
da� N.T,S.
APPROVED SHEET NO.
CITY OF BAKERSFIELD ST -12
CALIFORNIA
CITY ENGINEER PUBLIC WORKS DEPARTMENT
ft" wo - WSW- 10
Ali"CoaptingTjpt i -"-
Coupling 01JR) I
1AIL Existing sewer
Existing sewer pipe
pipe
New pipe with mechanical
compression
joints (t)p.)
Original Ground yy..................
Standard trench
backfill per city
..........
.............
standard ST_ 1J.
........ ....... .
............
Storm
Drain i;:;,
2 sock sand-'
as cement slurry
a
z, x
used in place
compacting soil to soringline.
Slurry sholl be vibrated.
"ZZ71"IN
..� L, T-7 �717
CITY OF -BAKERSFIELD, CALIFORNIA
Pavement
CONDUIT
WD
Depth varies depending on the
(also)
SPRINGLINE
Bockrill compacted to 95% refoliw
Table "B" below
Conduit
*Street ME 12"
(0.9m) beyond back of curb, excluding
Zone TRAFFIC INDEX DEPTH
oll but e outer .0(0.3n) of the
.......... 7
Jo - 50 1.2'(03n
..............
1.0'(0 JM) UP
55-6.5 1. 5' (045m))
Loose Sond
.............
Existing utility pipe
improvements
backrill compacted to 90% reloliw
85 OR MORE 2.5' (075m)
J
1.0'(0, Jm) wider
4
PIPO.D. relative compaction
,45.
Backfill in pipe zone compacted
All A
to 90% relative compaction.
�w we
Exist
Sm [a* "A
utility pipe
Bocknil moteriol within the pipe
To be used where "K* equals 1.O' (0.3m) or less
obow top of pipe bell or the outside diameter
Minimum IK" equals 1.0" (25mm)
CITY OF -BAKERSFIELD, CALIFORNIA
Pavement
Finish Grade
WD
Depth varies depending on the
IN GREA TEST
streetsTrafrrc Index (T•%) See
Bockrill compacted to 95% refoliw
Table "B" below
compaction in roadway areas from 30'
*Street ME 12"
(0.9m) beyond back of curb, excluding
Zone TRAFFIC INDEX DEPTH
oll but e outer .0(0.3n) of the
Jo - 50 1.2'(03n
median orea4 end in olle)% within
1.0'(0 JM) UP
55-6.5 1. 5' (045m))
the existing, accepted roodwey
to 2. 0' 06m
70-80 2 0' (06m)
improvements
backrill compacted to 90% reloliw
85 OR MORE 2.5' (075m)
Compaction in all other areas.
1.0'(0, Jm) wider
8ockni I compacted to YOX
PIPO.D. relative compaction
,45.
Backfill in pipe zone compacted
to 90% relative compaction.
�w we
Sm [a* "A
Upper limit of pipe zone shell be 1.0' (0_�n)
Bocknil moteriol within the pipe
I
obow top of pipe bell or the outside diameter
zone to conform to notes 1, 2
of ploin end pipe.
end I ssQ
ss For public utNties construction
hounching
requirements as per the Public...........
VINNes Commission 60nerol Orders
Pipe or conduit
6.0" 0 11/
Bedding Material for
Ffn
lble� P s
ISIper
4. Testing of bockrdl materials sholl be in accordance with the
AST? D
tests listed in Section 6-3.01 of the Stwoord Specificetions;
(or ASTM D1557, Method "C*) for trench width greater then 10, (03m).
NO TES.
if trench width is less than to' (oim), bocktill with 2 sock slurry.
t Backfill for Rigid Poe.
5 Compaction tests will be required and shell be the respons-
Bockrill material within the pipe zone shell be free of
ibility of the Developer / Sidb6iber / Contractor. The number
defeteribus moteriol and sholl hove a Send Equivalent of not
and location of the tests shell be determined by the City
less than 20 and shall conform to the following grading,
Engineer The tests sholl be in occardence with the tests
Sieve Size Percentage passing
listed in Section 6-3.01 of the Standard Specfficotion4 (or
3/4" (20mm) 100
ASTM 01557, Method `C*).
No. 4 35-100
No. JO 20-100
6. Each lo)w of backfill moteriol sholl meet the compaction,
This bocknil moteriol sholl be placed in not to exceed one
send equivalent and grodotion requirements before the next
foot (101bose)(03n) 16)ws, simultaneousfy on each side of the
low is placed
pipe in such a mono as not to domoge or disturb the pipe on
its alignment end grade Each loyer shall be thoroughly comp-
7 For pavement patches within paved areas, see stondard
acted by mechanical tamping, Backfill moteriol sholl be
droving ST -12 in this design manual
properly compacted to springline prior to proceeding.
2 Backfin for flexible pipe.
TA BL E "A
Pipe and fillings shoo be installed in accordance wan the
current ASTM Veciricotion D-221. Only Class / and #
embedment materials within the pipe zone will be considered
suitable. Wthin the pipe zone, water flooding and letting shall
not be used for bockR1 compaction for flexible pipe. The
bedding and hounching shalt be hoed placed to the Spring line
of the pipe and properly compacted For sewer mains, Class
bedding is required for bedding and hounching Core sholl be
taken not to dislocate the pipe. The remaining backfill in the
pipe zone sholl be hand placed end compacted in lifts not to
exceed 6.0" (0 15m) thickness, Backfill material sholl be
=Dedlt COMDW/ed to SDfinDline prior to proceeding
The folio sholl 2g& for trench widths.
PIPE
WD
TH
IN GREA TEST
TAMPING
CLASS / BEDDING
DIMENSION
DESCRIP TION
OR SL URR Y
1.01(0.3m) or less
1.0(0.3m) wider
4.0- (75mm) wider
both sides
both sides
1.0'(0 JM) UP
1.0'(0, Jm) wider
6.0" (0.15m) wider
to 2. 0' 06m
both sides
both sides
2,0'(0.6m) or more
1. 5(0. 45m) wider
1.0'(0, Jm) wider
I both sides
both sides
FILENAME: ST-13REV
3 Bocknil materiel obow the pipe zone sholl be free DATE 6/2/99
of deleterious moteriol and lumps or stones exceeding STANDARD DRAVIN
4.0' (75mm) in greatest dimension and sholl be icu
placed in not to exceed one foot (LO' loose) (O.Jm) TRENCH BACKFILL CHECKED
fa M. SHAW
layers end each 1d)w sholl be thoroughly compacted AND COMPACTION SCALE
by mechanical Comping, REQUIREMENTS N.T.S.
APPROVED SHEET NO.
CITY OF BAKERSFIELD ST -13
CALIFORNIA
CITY ENGINEER PUBLIC WORKS DEPARTMENT
Dail
STANDARD OR"
exam
PIPE SADDLE DETAIL Wfte a 9"m
Ky.&
CITY OF BAKERSFIELD D-18
CALIFORNIA
Cift4WOM PUBLIC WORKS DEPARTMENT
File Name., Hoskin -Storm Droin-2 Drawn: S. LOWE
PUBLIko.'.1 WORKS DEPARTMENT
Job No.: E7K214 Engineer. A. NIEL SEN
Date: Mar. 29, 17 Checked By.•Lr
I NG/,/
_77/ �1/1
REGISTERED L ENGINEER C 80507
Exp. 3-31-19
CITY OF BAKERSTEL DC/
1501 TRUX TUN AVENUE --
BAKERSFIELD, CA 93301 of
REVISIONS
No.
DA TE
DESCRIP TION
3
4
6.3-478
CITY OrANPA9_00 AIVL..l DET -z -i LO
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HOSKING AVENUE, BETWEEN WIBLE ROAD AND GRANITE PEAK STREET
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r
REGISTERED CIVIL ENGINEER C 80507
Exp. 3-31-19
CITY OF BA KER SFI EL D�T
C V'�
1501 TRUX TUN AVENUE F 0kz
BA KERSFI EEL D, CA 93301 OF c��- �F
REVISIONS
No.
DA TE
DESCRIP TION
2
3
14T
I ALL UTILITY LOCATIONS SHOWN ON PLANS . •
APPROXIMATE ONLY, AND
REPRESENT
.. • •
SUPPLIED
•! VARIOUS
w• COMPANIES.
• •w•r
CONCRETEASSUMES ALL RESPONSIBILITY FOR LOCATING UTILITIES BOTH
HORIZONTALLY AND VERTICALLY IN THE FIELD PRIOR TO ANY
EXCAVATION BEING PERFORMED WITHIN THE PROJECT ZONE.
• •RM WITH THE STATE OF
CALIFORNIA STANDARD SPECIFICATIONS SECTION 73.
CONTRACTOR r•i FOR
REPLACING STRIPING
DAMAGED DURING CONSTRUCTIONNOT ! i UNDER
CONSTRUCTION •, / NO ADDITIONAL COST TO THE CITY.
ORIZ: 99 _
H —
0 Z® 1 4 09
9 9
VE R T: 79 =4
III Ail"If
El CONTRACTOR
r ♦r SHALL CONSTRUCT
r JUNCTION BOX • r'
EXISTING STORM
DRAIN PIPE
r r • JUNCTION r
OX DETAIL
ON SHEET 2.
CONTRACTOR
• DEMOLISH EXISTING STORM
DRAIN
MANHOLE
• ♦ CONSTRUCT JUNCTION BOX
PLACE PER JUNCTION BOX DETAIL ON SHEET 2.
It CONTRACTOR CONSTRUCT PIPE
r DD • s
EXISTING UTILITY LINES WITHIN VOF PIPE ALIGNMENT
PER
PIPE
r , iD DETAIL ON
CONTRACTOR
SHALL REPLACE
r: A wr PER
CAL-TRANS
i
DETAIL 38A.
6.3-478
0_1 u t IN PLAN ANP PROFILEi
I i WE
STORM DRAIN IMPROVEMENTS:CITY iA. NIEL SENJob No.: E7K214
OF D, WORKS
Date: Mar. !,
BE, 17 Checked HOSKING
TW
AVENUE,EEN
Ii GRANITE PEAK
STREET
SHEET N0.
3 OF 3
1 2 3