HomeMy WebLinkAbout6.2-605LIST OF DRAWINGS
SHEET
SHEET 2 STANDARD DETAILS
SHEET 3 SEWER- PLAN &PROFILE HOOPER AVE
SHEET 4 SEWER- PLAN &PROFILE HOOPER AVE
SHEET 5 SEWER- PLAN &PROFILE HOOPER AVE
SHEET 6 SEWER- PLAN &PROFILE KIMBERLY AVE
SHEET 7 °SEWER- PLAN &PROFILE KIMBERLY AVE SEWER IMPROVEMENTS-,
SHEET 8 SEWER- PLAN &PROFILE URNER ST
SHEET 9 PAVEMENT REHABILITATION HOOPER AVE
SHEET 10 PAVEMENT REHABILITATION HOOFER AVE/ URNER ST HOOFER AVE, %CIMBERLYAVE,
SHEET 71 PAVEMENT REHABILI TA 7/ON KIMBERLY AVE
BENCHMARK AND URNER STREET
LAMP HOLE MONUMENT AT THE INTERSECTION OF HOOFER AVE. & URNER ST
ELEV= 406.24'
BASIS OF BEARING
HOOPER AVE.: CL WEST MOST MON. TO THE 7 S T MON. TO THE EAST - S89 -11',34"E
KIMBERLY AVE.: CL MON.'S BETWEEN SED WI CK ST & URNER ST. - S89 -15',37"E
URNER ST: CL MON.'S BETWEEN HOOPER AVE. & KIMBERLY AVE. - N00 °42'34 "E
CITY STANDARDS
SW- 7 *, SW -2, SW -3, SW -5, SW -6,
SW -7
WATER LINE
GAS
ST- 72, ST- 73
GAS LINE
OH
EXIST
AERIAL
* INDICA TES REVISED STANDARD
DETAIL
TV
ALL REFERENCES TO CLASS B
CONCRETE
SHALL BE
REPL A CED WITH
CLASS 3
CONCRETE AS DEFINED IN THE
CAL TRANS
STANDARD
SPECIFICATIONS
MAY 2006, ED.
ALL REFERENCES TO CLASS A
CONCRETE
SHALL BE
REPL A CED WITH
CLASS 2
CONCRETE AS DEFINED IN THE
CAL TRANS
STANDARD
SPECIFICATIONS
MAY 2006, ED.
STATE STANDARDS
CAL TRANS STANDARD MAY 2006 EDITION
CONVENTIONAL SYMBOLS
—EASEMENT
- - RIGH T- OF- WA Y
CEN TERL INE
111111111111 RAILROAD TRACKS
X CHAIN LINK FENCE
EXIST CURB & GUTTER
--------------- EXIST. A.C. FLOWLINE
EXIST EDGE OF PA VEMEN T
GUARD RAIL
(MPRO VEMEN TS
UTILITY SYMBOLS.
W
EXIST
WATER LINE
GAS
GAS EXIST
GAS LINE
OH
EXIST
AERIAL
LINES
TV
EXI S T
UNDERGROUND
v �
TV CABLES
0
EXIST
OIL LINE
M. H.
Y A VE j
0
MANHOLE
P.P.
F THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR
HOOPER AVE
-■-
P 0 WER POLE
SERVICE 1-800-642-2444, 48 HOURS PRIOR TO
01 EXISTING MONUMEN T
0
FU TUBE
MONUMEN T
S.L.
��. m..�,p CLASS A
STREET
LIGHT
0 C.O.
�
STREET LIGHT W/MAST ARM
CLEAN OUT
00
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Lu
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SNOW RD
NORRI S RDLuLijCLLu
STATE OF CALIFORNIA
NO TE:
THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING
VALID LICENSES:
S EXIST SEWER LINE
SD EXIST STORM DRAIN
E EX/S T UNDERGROUND
POWER LINE L 0 CA TION MAP_
T EXIST UNDERGROUND
PHONE LINE NOT TO SCALE
FO EXIST FIBER OPTIC LINE
QRpFESS Io1v
F. H.
FIRE HYDRANT C
�° '
Q
C 46803
W. M.
ElWATER METER
* Exp. 6-30-11
J']9T" CIV 1 -
W.V. FINAL PAY QUANTITIES
OF
�Q WATER VALVE cA�
G.M. REMOVE CONCRETE (CROSS GUTTER) 7 LS
® GAS METER INSTALL PAVEMENT MARKINGS (STOP BAR, WHITE) 45 SF
G.V.
N GAS VALVE
4$ BENCHMARK
Job No.: EOK2O8 & EOK2O9
File Path: K:\LDD—ENGINEERING\2009-2010\EOK208—EOK209 Sewer Impr — Kimberly & Hooper\dwg
File Name: BASE.dwg
T—
C) 1
��. m..�,p CLASS A
�
v �
OLIVE DRI VE
KIMBERL
Y A VE j
Ryll. � NO TE:
I
F THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR
HOOPER AVE
\
SERVICE 1-800-642-2444, 48 HOURS PRIOR TO
Pl:?O,JEC T �
LOCA TIONS
ExcA VA TION.
Q�
Q
o
w
J
W
0
oHAGEMAN RD
� �
PROJECT LENGTH
1
0.92 MILES
S EXIST SEWER LINE
SD EXIST STORM DRAIN
E EX/S T UNDERGROUND
POWER LINE L 0 CA TION MAP_
T EXIST UNDERGROUND
PHONE LINE NOT TO SCALE
FO EXIST FIBER OPTIC LINE
QRpFESS Io1v
F. H.
FIRE HYDRANT C
�° '
Q
C 46803
W. M.
ElWATER METER
* Exp. 6-30-11
J']9T" CIV 1 -
W.V. FINAL PAY QUANTITIES
OF
�Q WATER VALVE cA�
G.M. REMOVE CONCRETE (CROSS GUTTER) 7 LS
® GAS METER INSTALL PAVEMENT MARKINGS (STOP BAR, WHITE) 45 SF
G.V.
N GAS VALVE
4$ BENCHMARK
Job No.: EOK2O8 & EOK2O9
File Path: K:\LDD—ENGINEERING\2009-2010\EOK208—EOK209 Sewer Impr — Kimberly & Hooper\dwg
File Name: BASE.dwg
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RIGHT-OF-WAY
GROUND
OUTILITY CONDUITS
SEWER LATERAL
0.2' x 0.3' x 2.0' W000 STAKE
(5Omm x 100mm x 0.6m WOOD STAKE)
OR METAL STAKE ACCEPTABLE
?.5' Mw
(a&n MIN•)
PLUG, SOLVENT WELDED
OR RUBBER GASKETED CAP
14 GAGE
WIRE
NO TES:
1. STAMP "S" INTO CURB FACE OVER SEWER LATERAL.
2. ENSURE 5.0' (1.5m) MINIMUM COVER AND 7.0' (21m) MAXIMUM COVER AT
PROPERTY LINE AND 5.3' (1.6m) MINIMUM AT FLOWLINE.
J LATERALS LOCATED SO NOT rO CONFLICT WITH UTILITIES.
2625' (067m)
_
2525" (ate)
letters, 0.125" (3mm)
.
high
Ls" (40mn)
2.0"
2.0" (50mm) pattern
�T
0.125" (3mm)
Concrete Pavement
1.,375"
(gym)
See Detail A"
A
S�wER
city inspector must observe the installation of saddles
Notch fid to
find pick hole
See note 11.
-7-T
T
1.0' (25mm) pattern
letters 0.125" (5mm)
?0•(x6")
high. Location for
Cement Joint
of origin
aw
h
inter main shall
be puggewpoper before
J25" (dein)
provide a protective coating.
bore o/ the pipe and shall be scored on the inside of
SECTION A -A
DETAIL "A"
FILENAME: SW-1REV I
I.O' (a,imJ
las"(a2�n)� it
101
a625" (15"n)
.30' W, E
10" (a2%) as' (f ism►)
1r (a 43n)
SECTION B -B
a5" (1Smm)
note 11.
1.0" (25mm) Did.
center hole
(15mm) pattern
0.125 (3mm)
high
CLEANOUT
1. All frames and covers sholl be tested for accuracy
1.0" (25mm) pattern
IN
letters, 0.125" (3mm)
1.5" (40mm) self
high
draining blind pick
2.0"
2.0" (50mm) pattern
hole
0.125" (3mm)
Concrete Pavement
high !
A
A
S�wER
city inspector must observe the installation of saddles
Notch fid to
find pick hole
See note 11.
1.0" (25mm) pattern
1.0' (25mm) pattern
letters 0.125" (5mm)
letters, 0.125" (3mm)
high MANHOLEcountry
high. Location for
Cement Joint
of origin
NO TES:
Frome,
FILENAME: SW-1REV I
I.O' (a,imJ
las"(a2�n)� it
101
a625" (15"n)
.30' W, E
10" (a2%) as' (f ism►)
1r (a 43n)
SECTION B -B
a5" (1Smm)
note 11.
1.0" (25mm) Did.
center hole
(15mm) pattern
0.125 (3mm)
high
CLEANOUT
1. All frames and covers sholl be tested for accuracy
1/32" (1mmJ
IN
of fit and sholl be marked in sets prior to delivery.
• Depth varies depending on the
Machined
�� Existing Ashpolt
permits is considered an approved agent and may core
Surfaces
2. The seats of fromes and bearing faces of the covers
Concrete Pavement
o wye or tee. For pipes 18" (0.46m) or larger, o manhole
shall be machined for o smooth non -rocking fit between
10.5 (0.27m)
3
city inspector must observe the installation of saddles
the two castings.
Toper
I�
Cover
3. Costings shall be thoroughly cleaned and dipped twice
pipe and shall conform for the requirements o/ the West
Cement Joint
Coast Standards of the cloy pipe institute.
in a quick -drying, let -block asphaltic compound to
Frome,
inter main shall
be puggewpoper before
4. Thebell shall be true, circular and concentric with the
provide a protective coating.
bore o/ the pipe and shall be scored on the inside of
I I I- I- I I I
III=III-III=III=III=III=_
DETAIL "A"
4. Alf fromes and covers shall be groy cost iron, free
5. Openings in existing sewer shall be mode only large
from worps, crocks holes, swells and cold -shot, and
enough to admit oll of soddle fitting. Lugs or coffors
shall hove a workmanlike finish. Highway loading should
9. The 2.0" (50mm) pattern letters on the manhole colors
be HS 20-44.
sholl have one of the following designations DRAIN or SEWER
5. Costing shall conform to the provisions of the specifications
10. Assembly sholl be designed for highway loading of HS 20-44.
for gray -iron castings, serial designation ASTM- A-48
Deportment of the City o/ Bakersfield prior to bock6/l.
(latest revision), Class No. 3DB.
11. 2.0" x 1.0' (50mm x 25mm) diamond mat 0.125" (5mm) deep.
5 Minimum patch width sholl be 2.0' (0.6m) of its
FILENAME: SW-6REV
6. The name of the manufacturing company shall be
on the underside of the cover.
7. Manhole /rome sholl weigh not less than 120 lbs.
(54kg) nor more than 250 lbs. (113kg). The cover
Shall weigh not less than 120 lbs. (509) nor more
than 200 lbs. (91kg) APPROVED
8. Manhole covers sholl hove a self draining blind pick
hole unless otherwise opproved by the City Engineer.
CITY ENGINI
�5' (1.4") Iirt - Where incoming and outgoing
sewers in o manhole vary in
size, extend lower halves of
sewers 8.0" (0.2m) beyond
s ( I inside of wall and shape
1 transition channel between
ends of lower halves of pipes
Where incoming and outgoing
Coac�Bte;': sewers in o manhole ore of
the some diameter, the top
L half of pipe shall only be
removed between wolls and
the broken edges sholl be
plastered smooth with
cement mortar.
PLAN AT SURFACE
P.C.C. slob not to be poured until
R=0.5" poving is in place. Slob and lid
(12mm) to be 0.125" to 0.25' (3mm to 6mm)
below new finished poving.
2r Ak 80•
(sJ (T N
o 2.• 1 Mortar, 1.
Dry Pocked sp
ITrt C
cu
2
se
m
of
r
Shell slope is 8.339
'to.Iia
1 41
(2
°�4" ,. Cpncrete
x►►11�►r.'
/I69' I,4,31n
Speciol
Aggregate SECTION
(Calcareous)
PLAN AT BOTTOM
0 TES:
All work sholl conform to the applicable sections of the
ecifications entitled "Standard Specifications, State of
olifornia, Deportment of Transportation", approved
rrent edition.
All unlined monhole pints shall be filled with Kent
at or opproved block mastic equal. Inside of manholes
ust be mortared and really raked or wiped on inside
pipe.
Pre cost reinforced manhole sections shall be constructed
accordance with the provisions of ASTM C-478,
Trent edition.
All sewer manholes /or sewer lines larger than 18' (0.46m)
diameter, shall be lined with "T -Lock" or opproved equal.
Concrete pod shall be cured with a white pigmented
ring compound as per section 90-7.018 of the standard
ecificotions
See stondord drawing SW -6 /or /rome, cover, and
op monhole details
Ail channels sholl be smooth finished with steel trowel. I
self sholl be broom finished for slip resistance.
FILENAME: SW-2REV
CITY OF BAKERSFIELD., CALIFORNIA
ELEVA T/ON
FILENAME: SW-7REV 1
0 A tonaelt OWN
Pavement 60" (a 15u) Art61
4.0' (l•�h
Stondord Tee
Construct Inside Dropi [
Space at equal
Distances
ten• rn reel
Standard Manhole Cover
and collor per city
standard SW -6
Mortar Seal
titer Seal (rubber gasket)
Min. 2 stainless steel strops at max.
3.0' (1.2m) spacing attached to manhole
shaft with stainless hardware
9to" (2.3")
INSIDE DROP
- Pavement
Standard Manhole
- Cover and Collor
per Std. SW -6
Mortor Seal
-
Standard ree
Woter Seal
(rubber gasket)
41
6
?dord 90' Elbow
udss n Concrete
NO TES:
1. All work shall conform to the oppficable
sections of the specifications entitled
Standard Specifications, State of Colifornio,
Department of Transportation' adopted
current edition.
2. Drop manholes will only be allowed with
the approval of the City Engineer.
3. All manholes shall conform to Sec. 3.2.3
of the manual text.
4. Drop monhole is only allowed if drop distance
is 30' (0.76m) or greater.
R Maximum slope allowed inside monhole
FILENAME: SW-3REV
AO"(0?.imJ J doss A Concrete -
Standard 90` Elbow
OUTSIDE DROP
Class A" Portland
/// Cement Concrete. Color
/ and finish to match
Sowcut / odpcent pavement.
Existing
A d' Portland Cement
.. O .dp A
g . ° ..A : f Concrete
4.
3.0" "
(75mm) ° ° A
(75mm) O O O O O
Select Material
(if required)
Bockhll
PATCH /N CONCRETE SURFACE
Ashpoltic Point Sowcut
Binder
NO TES:
IN
1. For pipes 6.0" (0.15m) to 1.0' (0.3m) in diameter, o
• Depth varies depending on the
licensed contractor who has the proper equipment and
�� Existing Ashpolt
permits is considered an approved agent and may core
in the citys lines or remove o section aril construct
Concrete Pavement
o wye or tee. For pipes 18" (0.46m) or larger, o manhole
O O O O 06 12"
must be constructed where corings are mode. The
3
city inspector must observe the installation of saddles
each side
to cores.
I�
2. Irtrilied cloy pipe saddles sholl be extra strength cloy
1
1
pipe and shall conform for the requirements o/ the West
Cement Joint
Coast Standards of the cloy pipe institute.
uneven hole cut
Co7existing
3. VCP saddles may hove either lugs or collars.
inter main shall
be puggewpoper before
4. Thebell shall be true, circular and concentric with the
cementing. Do not use ookun.
bore o/ the pipe and shall be scored on the inside of
I I I- I- I I I
III=III-III=III=III=III=_
its entire depth.
PLAN VIEW
5. Openings in existing sewer shall be mode only large
2. Sowcats sholl be mode parol%l or of right
enough to admit oll of soddle fitting. Lugs or coffors
angles to the centerline of the street.
not resting on pipe shall be blocked up and sealed
Bocknl in pipe zone compostedto 909 relative compaction.
with epoxy glue.
0.4' (0.1m) Ashpolt
6. Ail installations shall be inspected by the Public Works
Concrete SurfacingAsphaltic Point Binder
Deportment of the City o/ Bakersfield prior to bock6/l.
Existing rood
mixed surfocing
7. For PVC and ABS pipe, fittings sholl be infection molded
5 Minimum patch width sholl be 2.0' (0.6m) of its
and shall be installed in line on new pipelines, • cut -in
fittings ore not permitted on new subdivisions or new
O O O O
new main lines.
the city engineer.
8. PVC or ABS saddles sholl be rubber gosketed and
2i,
sholl be fastened by stainless steel bonds.
45• ma
"Y" must not extend into
III -I I=I I-I-� I -I
sewer main.
7 For patch in asphalt concrete unless otherwise
CITY OF BAKERSFIELD., CALIFORNIA
ELEVA T/ON
FILENAME: SW-7REV 1
0 A tonaelt OWN
Pavement 60" (a 15u) Art61
4.0' (l•�h
Stondord Tee
Construct Inside Dropi [
Space at equal
Distances
ten• rn reel
Standard Manhole Cover
and collor per city
standard SW -6
Mortar Seal
titer Seal (rubber gasket)
Min. 2 stainless steel strops at max.
3.0' (1.2m) spacing attached to manhole
shaft with stainless hardware
9to" (2.3")
INSIDE DROP
- Pavement
Standard Manhole
- Cover and Collor
per Std. SW -6
Mortor Seal
-
Standard ree
Woter Seal
(rubber gasket)
41
6
?dord 90' Elbow
udss n Concrete
NO TES:
1. All work shall conform to the oppficable
sections of the specifications entitled
Standard Specifications, State of Colifornio,
Department of Transportation' adopted
current edition.
2. Drop manholes will only be allowed with
the approval of the City Engineer.
3. All manholes shall conform to Sec. 3.2.3
of the manual text.
4. Drop monhole is only allowed if drop distance
is 30' (0.76m) or greater.
R Maximum slope allowed inside monhole
FILENAME: SW-3REV
AO"(0?.imJ J doss A Concrete -
Standard 90` Elbow
OUTSIDE DROP
Class A" Portland
/// Cement Concrete. Color
/ and finish to match
Sowcut / odpcent pavement.
Existing
A d' Portland Cement
.. O .dp A
g . ° ..A : f Concrete
4.
3.0" "
(75mm) ° ° A
(75mm) O O O O O
Select Material
(if required)
Bockhll
PATCH /N CONCRETE SURFACE
Ashpoltic Point Sowcut
Binder
Ashpaltic Point
IN
Binder
• Depth varies depending on the
TAMPING
�� Existing Ashpolt
street's Traffic Index (TI). See
OR SLURRY
Concrete Pavement
Asphalt Concrete
O O O O 06 12"
(03m)
compaction in roadway areas from 3.0'
O O O O O T)prcol
each side
1.0.( •3m) wider
O O 0
NO TES:
Class 11 Aggregate Bose
3.0 - 5.0 1.2' (03m)
I. All workmonshyo and moterio/s sholl conform
!
O O O O O
to the requirements set forth in the Stondord
�+
-I -I -I -III
Specifications State o/ California, Deportment
I I I- I- I I I
III=III-III=III=III=III=_
o/ Transportation", opproved current edition.
I I=I I I=I I I=III=1 I EE I I -III
I I I I -I I I -I I
2. Sowcats sholl be mode parol%l or of right
-I -I
Bockhll
angles to the centerline of the street.
3 Depth of select moteriol, if required, sholl be
PATCH IN ASPHALT CONCRETE SURFACE determined in the field by the engineer.
Bocknl in pipe zone compostedto 909 relative compaction.
4. Potches less than 2.0' (0.6m) from existing potches
0.4' (0.1m) Ashpolt
edges o/ poyment, or gutter shall be extended
Concrete SurfacingAsphaltic Point Binder
to he/ude the intermediote isolated strip of
existing povement.
Existing rood
mixed surfocing
vIve
5 Minimum patch width sholl be 2.0' (0.6m) of its
smallest dimension, unless otherwise allowed by
O O O O
,
the city engineer.
Select Material
(if required) O O O O O
lain end pipe.
6. Reference standards ST -73 and ST -14 for
4t
compaction requirements
III -I I=I I-I-� I -I
7 For patch in asphalt concrete unless otherwise
-III
I-III-III=III-III-� I -III
allowed by the city engineer:
III=III=III=III=III=III=1
A. loco/ streets minimum 0.4 O lm asphalt
( ) �
Bockfill
concrete over 0.5' (0.15m) Class It aggregate base
Bedding moteriol fo
8. Arterio/ and collector streets minimum 0.7'(0.2m)
Class It aggregate bas
asphalt concrete over 1.0' (0.3m) Ce.
PATCH IN ROAD MIXED SURFACE
ASTM D
tests listed in Section 6-3.01 of the Standard Specifications,
FILENAME: ST-12REV
File Name: BASE Dro wn: TMA
Job No.: EOK208 & 209 Engineer: TMA
PUBLIC WORKS DEPARTMENT
Date: Feb. 75, 71 Checked By
Sowcut & Finish
.0.5' (15mm) Rod.
Grovel
2.0' s 2.0' (0&n x 060) VmWe raw &AW
L L
6.0" (0.15m) Riser Pipe
Standard 1/8 Bend
CLEANOUT SECTION
NO TES:
1. All work sholl conform to the applicable sections of
the specifications entitled "Standard Specifications
State of Colifornio, Business and Transportation Agency,
Department of Transportation" approved current edition.
2. Pipe material shall meet 1.4.1
3. All concrete shall be Class A'
4. Cleanout frame and cover shall conform to the City
of Bokersfie/d standard SW -6.
5. Concrete sholl have no additives unless prior written
opprovol is obtained from the City Engineer
6. Concrete shall be cured with o white pigmented curing
compound per Sec. 90-7.018 of the standard specs
7. Top of slob sholl be troweled smooth and given a
light broom finish.
8. 95X relative compaction is required per city std. ST -13.
P. CC slab not to be poured
until poving is in place
- Sowcut & Finish
.0.5" (15mm) Rod.
Limits of 959
compaction Limits o/ 959
per ST -13 compaction
per ST -13
I
I
I
I
COMPACTION DETAIL
9. Building paper or plastic shall be placed between the
0.5' (0.15m) concrete foundation and 4.5' (0.12m) slob.
10. Fill cavity between pipe and collar with grovel to within
0.5" (15mm) of top of pipe. Caulk remaining 0.5' (15mm)
with approved mastic to top of pipe for water tight seal.
11. Collor shall be VCP, ABS or PVC pipe.
12. Finished PCC slob to be 0.125' (3mm) min. and 0.25"
(6mm) mox. below finished poving surface.
FILENAME: SW-5REV
Pulman/
FiwiSA aodt
IN
• Depth varies depending on the
TAMPING
aASS I BEDDING
street's Traffic Index (TI). See
OR SLURRY
Table B" below
Backrill compacted to 959 relative
0 (75mmJ wider
compaction in roadway areas from 3.0'
•Street TABLE B'
Zone
(0.9m) beyond back o/ curb, excluding !
1.0.( •3m) wider
TRAFFIC INDEX DEPTH
all but the outer 1.0' (0.3m) of the I€
?j
-
3.0 - 5.0 1.2' (03m)
medion areas, and in alleys, within
!
5.5 - 6.5 1.5' (0 45m)
the existing, accepted roadway
�+
7.0 - 8.0 2.0' (0.6m)
improvements _
8.5 OR MORE 2.5' (0.75m)
Backfill compacted to 909 relative Z
in
compaction oll other areas. o,Bockfill
compacted to 909relative
compocfion
Bocknl in pipe zone compostedto 909 relative compaction.
iter limit of pipe zone shall be 1.0' (0.3m)
toppo
Bock/ill material within the pipe
vIve
top o/ pipe bell or the outside diometer
zone to conform to notes i, 2
,
lain end pipe.
and 3. •'
4t
•+ For public utilities , construction
f Hounching
requirements as per the PublicT
Utilities Commission General Orders
Pipe or conduit
6.0" (0. ism)
Bedding moteriol fo
F/exib/e Pipe os per
NO
4. Testing o/ bock/ill materials shall be in accordance with the
ASTM D
tests listed in Section 6-3.01 of the Standard Specifications,
(or ASTM D1557, Method "C) for trench width greater than 1.0' (0.3m).
NO TES:
1f trench width is less thon 1.0' (0.3m), backfill with 2 sock slurry.
I. Backfill /or Rigid Pipe.
5. Compaction tests will be required and shall be the respons-
Bockfill moteriol within the pipe zone sholl be free of
ibility of the Developer / Subdivider / Contractor. The number
deleterious moteriol and sholl have o Sond Equivalent of not
and location o/ the tests shall be determined by the City
less than 20 and shall conform to the following grading. •
Engineer. The tests shall be in accordance with the tests
Sieve Size Percentage passing
listed in Section 6-3.01 of the Standard Specifications, (or
3/4" (20mm) 100
ASTM D1557, Method C
No. 4 35-100
No. 30 20-100
6. Each layer of bockfAl moteriol shall meet the compaction,
This bock/ill material shall be placed in not to exceed one
sand equivalent and gradation requirements before the next
foot (1.0' loose)(0.3m) layers simultaneously on each side of the
/oyer is placed.
pipe in such o manner as not to damage or disturb the pipe on
its alignment and grade. Each layer sholl be thoroughly camp-
7. For pavement patches within paved areas, see standard
acted by mechanical Comping. Bockfill materia/ shall be
drawing ST -12 in this design manual.
properly compacted to springline prior to proceeding.
2. Backfill /or flexible pipe.
TABLE "A"
Pipe and fittings shall be installed in accordance with the
current ASTM specification D-2321. Only Class 1 and 1f
embedment materials within the pipe zone will be considered
suitable. Within the pipe zone, water flooding and jetting shall
not be used for bock/ill compaction for flexible pipe. The
bedding and haunching sholl be hand placed to the Spring line
of the pipe and properly compacted. For sewer mains, Class I
bedding is required for bedding and haunching. Care shall be
token not to dislocate the pipe. The remaining bockfill in the
pipe zone sholl be hand placed and compacted in lifts not to
exceed 6.0" (0. 15m) thickness. BockMl moteriol shall be
ro ed tom acted to Tin line prior to proceeding
The /d/owin shill Ior irenth widths:
IN
AV WA TEST
TAMPING
aASS I BEDDING
DFMEN90N
OR SLURRY
I.0 (a3m) less
L0'(QJm) kW
0 (75mmJ wider
skin
both 26ft
))or
0�0�d16rn up
1.0.( •3m) wider
60" (0.1 �) wider
tI. oboth
h sift
both
2.0'(a6mJ or more
1.5 (a45m) wider
LO'(a•3m) wider
both sides
both sides
P P y P sP 9
FILENAME: ST-13REV
3. Bockfill moteriol above the pipe zone shall be free DATE 5/2/e9
of deleterious moteriol and lumps or stones exceeding STANDARD 4.0' (75mm) in greatest dimension and shall be DRAWN ACU
placed in not to exceed one foot (1.0'loose) (0.3m) TRENCH BACKFILL CHECKED
lovers and each /oyer shall be thoroughly compacted AND COMPACTION SCALE M. SHAW
by mechanical tomping. REQUIREMENTS NTS.
QRpF E S S / O,l
IDEAN RCO
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W rn
REGISTEREQ_Cl 11. ENGINEER � C 46803 70
*
Exp. 6-30-11
CITY OF BAKERSFIELD q CIVIL ��P
1509 TRUXTUN A VENUE
BAKERSFIELD, CA 93301 F OF C�
REVISIONS
Na. DA TE DESCRIP TION
1 / /
2 / /
3 / /
APPROVED CITY OF BAKERSFIELD•�
CALIFORNIA $T-13 D C
• JCITY ENGINEER PUBLIC WORKS DEPARTMENT °
SEWER IMPROVEMENTS HOOPER AVE. KIMBERLY A VE AND URNER ST SHEET NO.
STANDARD DETAILS 2 OF II
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GENERAL NOTES
1 STA TION/NG IS BASED ON THE SANI TARY SEWER LINE.
2 ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY, AND
REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS
UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING
UTILITIES IN THE FIELD IS THE CONTRACTOR'S
3 ALL UTILITIES SHALL BE PROTECTED IN PLACE BY THE
CONTRACTOR.
4 CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM
THE COUNTY OF KERN.
p ld1
WA
406
402
398
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0
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LEGEND:
SANITARY SEWER LINE
•K
SANITARY SEWER MANHOLE
UTILITY CROSSING, PROTECT IN PLACE
9+62* LA TERAL STA TION IS THE PROJECTION OF
SEWER CL PERPENDICULAR TO THE END
OF THE LA TERAL STUB
I
CONSTRUCTION NOTES:
0 REMOVE & REPLACE CROSS -GUTTER
❑2 BEARING & DISTANCE CHECK TO MONUMENT
FOR REFERENCE ONLY
Im -
SCALE
HORIZ I" = 40'
VERT I"= 4'
O w N
w w w w
COFFEE RD. SEDW/CK ST.
10 11
I
4BOLE SE
12
1
KIMBERLY AVENUE
REVISIONS
No. DA TE DESCRIP TION
1 07/08/2011 SEWER PIPE REVISIONS
2T 07/18/2011 SEWER PIPE REVISIONS II
3Z / /
,47
QRpFESS/ON
DEAN
REGIS RED CI VIL ENGINES C 46803
*
Exp. 6 -30 -
is
CITY OF BAKERSFIELD `t�q CIVjL
7507 TRUX TUN A VENUEl
BAKERSFIELD, CA 93307 F OF CA��F�
I
13 14 15 16 17 18 19 20 21
EX. E
EX. 6" A.C. W14TER,
1
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SANITARY SEWER PROFILE
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File NOme'BASE-Re vision 11 Drawn: TMA SEWER IMPROVEMENTS HOOPER AVE, KIMBERLY AVE AND URNER ST SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: EOK208 & 209 Engineer: TMA
Date: Jul. 20, 11 Checked By. SEWER PLAN AND PROF/LE KIMBERLY AVE 6 OF I 1
0 1 2 3
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LEGEND
COLD PLANE IN AREAS INDICATED ON PLANS.
TYPE "B" ASPHALT CONCRETE TO BE PLACED.
S YMB OLS
M.H.
0 ADJUST MANHOLE TO FINISH GRADE.
O ADJUST MONUMENT TO FINISH GRADE.
W.V.
m ADJUST WATER VALVE TO FINISH GRADE, BY OTHERS
00 SS/pN\
F� pEAN
PL CL PL
30' 30' REGI S TE ED (-,1VGI NEER C 46803
18' * Exp. 6-30-11
f— 16' CITY OF BAKERSFIELD s�T
J L 1501 TRUX TUN A VENUE q CAVIL r`
F OF CA��FO
BAKERSFIELD, CA 93301
L z
REVISIONS
0 o No. DA TE DESCRIP TION
J J .
SCALE. l " - 40 '
59
MAX I VARIES
0.2' AC OVERLAY
HOOPER AVENUE CROSS SECT/ON
NO TE.
COLD PLANE SHALL GRIND 0.2' AT CURB & GUTTER LIP.
CONTRACTOR SHALL OVERLAY ENTIRE STREET LIP TO LIP.
371 / /
471 / /
IT
0
Q
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WESTPA RK ST_
SEOW/CK STREET
HOOPER AVENUE
SEE SHEET 10
HOOPER AVENUE
1
BROOKS CT. I
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2
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20' 20' y
I
0File Nome: BASE Drawn: TMA SEWER IMPROVEMENTS HOOPER AVE, KIMBERLY AVE AND URNER ST SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: EOK208 & 209 Engineer: TMA
Date: Feb. 15, 11 Checked By. RgB PAVEMENT REHABILITATION HOOPER AVE 9 OF 11
0 1 2 3
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LEGEND
COLD PLANE IN AREAS INDICA TED ON PLANS.
TYPE "B" ASPHALT CONCRETE TO BE PLACED.
SYMBOLS
M.H.
0 ADJUST MANHOLE TO FINISH GRADE.
O ADJUST MONUMENT TO FINISH GRADE.
W.V.
m ADJUST WA TER VA VE TO FINISH GRADE, BY OTHERS
HOOPER AVENUE
N WAY
PL CL PL
30' 30'
18'
-�— 16'
I z I z I
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a
0 0
C-11
o o a
I �5'�
59
MAX VARIES
`-0.2' AC OVERLAY
URNER STREET CROSS SECT/ON
NOTE:
COLD PLANE SHALL GRIND 0.2' AT CURB & GUTTER LIP,
CONTRACTOR SHALL 0VERLA Y ENTIRE STREET LIP TO LIP.
Q�pFESS/ON
�<c� pEAN
REGISTERED <-CLLVIL ENGINEER
� � 0 46803 c
yF
Exp. 6-30-11
CITY OF BAKERSFIELD
1501 TRUX TUN A VENUE qTF Cl OF C L
L
BAKERSFIELD, CA 93301 CAF
REVISIONS
No. DA TE DESCRIP TION
SCALE: 7" = 40'
471
HOOPER AVE.
URNER STREET
PEMBROKE AVE_
0
OLIVE DR.
File Nome: BASE Drawn: TMA SEWER IMPROVEMENTS HOOPER AVE, KIMBERLY AVE AND URNER ST SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: EOK208 & 209 Engineer. TMA
Dote: Feb. 15, 11 Checked By.- gee PA VEMENT REHABILITA TION HOOPER A VE/ URNER ST 10 OF 1 I
0 1 2 3
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LEGEND
COLD PLANE /N AREAS INDICATED ON PLANS.
TYPE "B" ASPHALT CONCRETE TO BE PLACED.
SYMBOLS
M.H.
0 ADJUST MANHOLE TO FINISH GRADE,
O ADJUST MONUMENT TO FINISH GRADE.
W.V.
m ADJUST WA TER VA VE TO FINISH GRADE, BY OTHERS
Q�,pFESS/ON
pEAN R q� <1'
PL CL PL
2
30' 30' REGIS TERED l VlL NGINEER 0 46803 c
18' * Exp. 6-30-11
F— 16' CITY OF BAKERSFIELD s�T
J J 150/ TRUXTUN AVENUE q CIVIL r`
BAKERSFIELD, CA 93301 F OF CA��F�
REVISIONS
0 o No. DA TE OESCRIP TION
�'
��j
5 11 SCALE: I " = 40'
MAX VARIES
0.2' AC OVERLAY
KIMBERLYAVENUE CROSS SECT/ON 4
NO TE.
COLD PLANE SHALL GRIND 0.2' A T CURB & GUTTER LIP.
CONTRACTOR SHALL OVERLAY ENTIRE STREET LIP TO LIP.
I
I
COFFEE RD.
CITY OF BA KERSDIEL D, CALIFORNIA
SEDWICK ST.
KIMBERLY AVENUE
'V� FLOW LlP—
URNER ST.
SEE SHEET 10
KIMBERL Y A VENUE
PUBLIC WORKS DEPARTMENT
File Nome: BASE Drown: TMA
Job No.: EOK208 & 209 Engineer: TMA
Date: Feb. 15, 11 Checked By
hl
J
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V
20 END OF CURVE 5
(*) IN SOME CONDITIONS, COLPLANE AND
RESURFACING ONL Y GO UP TO THE RETURN
(SEE PLANS)
COLDPLANE
& 0 VERL A Y
END OF
RESURFACING
L5'
OVERLAY ONL Y 0VERLA Y ONLY COLDPLANE F20'
& O VERL A Y
CROSS
GUTTER
END OF CURB
TYPICAL COLDPLANE PLAN VIEW
NOT TO SCALE
SEWER IMPROVEMENTS HOOPER AVE, KIMBERLY AVE AND URNER ST SHEET NO.
PA VEMENT REHAB/LITH TION KIMBERL Y A VE 1 11 OF I I
I