HomeMy WebLinkAbout6.2-604 Record DrawingLIST OF DRAWINGS
EE T 1 TI TL E SHEE T
EET 2 DETAILS & SECTIONS
EET 3 DETAILS & SECTIONS
EET 4 SEWER- PLAN & PROFILE
BENCHMARK
C ISELED "X"
C TY HALL VENT
E EV= 432.5
BASIS OF BEARING
C N TERL I NE OF H S TREE T
N 36 *34'10 "E
CITY STANDARDS
SW -2, SW -3, SW -6, SW -8
STATE STANDARDS
CITY OO F BA : ERSFIELD
CAL TRANS STANDARD SPECIFICA TIONS, MA Y 2006 EDITION
L - " - ff �- � � v � �1
32ND STREET & H STREET
jf
i,
34TH
I' ifl
L .
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178-
------_
i
s
UXTI NI E
LOCATION MAP
NOT TO SCALE
4
Job No.: EOK210
File Path: K:\LDD—ENGINEERING\2009-2010\EOK210 — Sewer Rehab 32nd & H St\dwg
File Name: BASE.dwg
SACRAMENTO
•
\SAN FRANCISCO
ss
•FRESNO
CITY OO F BA ; ERSFIELD
ANGELES
SAN DIEGO
STATE OF CALIFORNIA
No TE:
THE CON7RACr0�7 SHALL POSSESS THE FOLLOWING
VALID LICENSES:
LASS A
No TE:
THE CONTRACTOR SHALL CONTACT THE USA LOCATOR
SERVICE 7-800-642-2444, 48 HOURS PRIOR TO
EXCA VA TION.
NO TE:
THESE IMPROVE EN TS WERE CONDUCTED UNDER EMERGENCY
PROJECT PROCEDURES
W
PROJECT LENGTH re
QRpFESS/ON
q
F� 'D AN
w C m
C 46803
*
Exp. 6-30-11
��9TF C 1 V o-
OF CA\
440 FEET 'D
Q
ARRf?aVfFn BY,
w
RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE
PUBLIC WORKS DIRECTOR
APPROVAL RECOMMENDED BY:m
M
ll
ASSISTANT PUBLIC WORKS DIRECTOR DATE V
W ~
CIVIL ENGINEER IV — DESIGN ENGINEERING DATE
W
TRAFFIC ENGINEERING DATE
SEWER REPAIR
32ND STREET AND H STREET
OF
4
SHEETS
o 2 3
CONVENTIONAL SYMBOLS
-------------------- EA SEMEN T--------:--:::---------:-----::::::::----------------------------- EXIST. CURB & CUTTER
- RIGH T- OF- WAY - - - - - - ---- -- ------ EXIS T A. C. FL 0WLINE
----------------------------- --
--------------- CENTERLINE �/� ./� �/� EXIST EDGE OF PA VEMEN T
RAILROAD TRACKS GUARD RAIL
CHAIN LINK FENCE IMPRO VEMEN TS
X
UTILITY SYMBOLS
EXIST WA TER LINE -- s EXIST SEWER LINE
W
— EXIST GAS LINE SD — EXIST STORM DRAIN
-- — G
EXIST AERIAL E EXIS T UNDERGROUND
OH
LINES POWER LINE
EXIS T UNDERGROUND T EXIS T UNDERGROUND
Tv
TV CABLES PHONE LINE,
EXIST OIL LINE FO EXIST FIBER OPTIC LINE
o
M.H.
F.H.
MANHOLE FIRE .H YDRAN T
P.P.
-W
W.M.
POWER POLE ID WATER METER
®
EXISTING MONUMENT N W.V.WATER VALVE
0
G.M.
FU TURE MONUMEN T ® GA S ME TER
S.L.
3
G.V.
S TREE T LIGHT GAS VALVE
S TREE T LIGHT W/MAST ARM i� BENCHMARK
C.O.
CLEAN OU T
L - " - ff �- � � v � �1
32ND STREET & H STREET
jf
i,
34TH
I' ifl
L .
r
178-
------_
i
s
UXTI NI E
LOCATION MAP
NOT TO SCALE
4
Job No.: EOK210
File Path: K:\LDD—ENGINEERING\2009-2010\EOK210 — Sewer Rehab 32nd & H St\dwg
File Name: BASE.dwg
SACRAMENTO
•
\SAN FRANCISCO
ss
•FRESNO
CITY OO F BA ; ERSFIELD
ANGELES
SAN DIEGO
STATE OF CALIFORNIA
No TE:
THE CON7RACr0�7 SHALL POSSESS THE FOLLOWING
VALID LICENSES:
LASS A
No TE:
THE CONTRACTOR SHALL CONTACT THE USA LOCATOR
SERVICE 7-800-642-2444, 48 HOURS PRIOR TO
EXCA VA TION.
NO TE:
THESE IMPROVE EN TS WERE CONDUCTED UNDER EMERGENCY
PROJECT PROCEDURES
W
PROJECT LENGTH re
QRpFESS/ON
q
F� 'D AN
w C m
C 46803
*
Exp. 6-30-11
��9TF C 1 V o-
OF CA\
440 FEET 'D
Q
ARRf?aVfFn BY,
w
RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-11 DATE
PUBLIC WORKS DIRECTOR
APPROVAL RECOMMENDED BY:m
M
ll
ASSISTANT PUBLIC WORKS DIRECTOR DATE V
W ~
CIVIL ENGINEER IV — DESIGN ENGINEERING DATE
W
TRAFFIC ENGINEERING DATE
SEWER REPAIR
32ND STREET AND H STREET
OF
4
SHEETS
o 2 3
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1. CAST PIPE
CASING PIPE AND JOINTS SHALL BE CAPABLE OF WITHSTANDING THE LOAD OF RAILROAD ROADBED,
TRACK A VD TRAFFIC; ALSO SHALL BE CONSTRUCTED SO AS TO PREVENT LEAKAGE OF ANY MA TIER
FROM T E CASING OR CONDUIT THROUGHOUT ITS LENGTH UNDER TRACK AND RAILROAD RIGHT OF WAY.
THE CAS N G SHALL BE INS TALLED SO AS TO PRE VEN T THE FORMA TION OF A WA TER WA Y UNDER THE
RAILROA .
CASING FHALL BE INSTALLED WITH EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TO ONE
END. CA ING SHALL BE FABRICA TED FROM STEL L. WALL THICKNESS OF THE CASING SHALL BE J/8"
THICK FCR A 18" CASING PIPE.
THE INSI E DIAMETER OF THE CASING SHALL BE NO LESS THAN 2 INCHES GREATER THAN THE LARGEST
OUTSIDE DIAMETER OF CARRIER PIPE, JOINTS OR COUPLINGS.
2. SEAL
THE END5 OF THE CASING SHALL BE SUI TABL Y SEALED TO OUTSIDE OF CARRIER PIPE AGAINST THE
IN TRUSIC V OF FOREIGN MA TERIAL WHICH MIGHT PREVENT READY REMOVAL OF THE CARRIER PIPE.
J. DEP Tf I OF CASING
TOP OF ASING SHALL NOT BE LESS THAN 4.5 FEET BELOW BASE OF RAILROAD RAIL. ON OTHER
PORTIONS OF THE RAILROAD RIGHT OF WAY WHERE CASING IS NOT DIRECTLY BENEATH ANY TRACK THE
DEPTH OM THE SURFACE OF THE GROUND AND FROM BOTTOM OF DITCHES TO TOP OF CASING, SHALL
NOT BE ESS THAN J FEET
4. LENG OF CASING
CASING HALL EXTEND AT LEAST JO FEET OR 2(D) + 20 FEET, (WHERE "D" EQUALS DEPTH OF THE
BOTTOM OF THE CASING BELOW RAILROAD SUBGRADE), WHICHEVER IS GREATER, EACH SIDE FROM
(MEA SUR D A T RIGHT ANGLES TO) CENTERLINE OF OUTSIDE TRACK. THE CASING IS TO EXTEND BEYOND
THE LIMIT OF THE RAILROAD RIGHT OF WAY AS REQUIRED TO OBTAIN THE SPECIFIED LENGTH.
5. JACKI G PI TS
JACKING PITS SHALL BE A MINIMUM OF 30 FEET FROM THE CENTERLINE OF TRACK.
6. LOCA ION
PIPEL INEf SHALL, WHERE PRACTICABLE, BE LOCA TED TO CROSS TRACKS A T APPR OXIMA TEL Y RIGHT
ANGLES FHERETO AND SAID CROSSING SHALL NOT BE CLOSER THAN 50 FEET TO ANY PORTION OF ANY
RAILROAS BRIDGE, BUILDING, OR OTHER IMPORTANT STRUCTURE. PIPELINE AND CASING PIPE SHALL BE
A T LEAS 16 FEET (VER TICALL Y) FROM AERIAL ELECTRIC WIRES AND SHALL BE SUI TA BL Y INSULA TED
FROM UA DERGROUND CONDUITS CARRYING ELECTRIC WIRES ON RAILROAD RIGHT OF WAY.
7. RIGHT OF WAY
NO RUB SH, EXCESS MATERIALS, TEMPORARY STRUCTURES AND EQUIPMENT ARE TO BE PLACED IN THE
RAILROA 'S RIGHT OF WAY
C
Class 'A " Portland
Cement Concrete. Color
/ and finish to match
Sowcut j adjacent pavement.
Existing
a ° ' a Portland Cement
.. ° 'd° °
g : Concrete
4
(75mm) .'° ° ° o •
3.0"
Ashpoitic Paint
Binder
Select Material
(if required)
Bockfill
PATCH IN CONCRETE SURFACE
achpoltic Point
Binder
___� Existing Ashpalt
Concrete Pavement
Asphalt Concrete
v v v 12" (03m)
to 901 relative compaction.
0 0 0 Typical each side
Bockfill material within the pipe
O NOTES.•Gloss
lir
I! Aggregate Bose
1. All workmanship and materials shall conform
and J.
O 0 0 to the requirements set forth in the Standard
*+ For public utilities , construction
Specifications, Stole of California, Deportment
requirements as per the Public
III=III=III=III=1 I I -III-_ of Transportation, approved current edition.
Utilities Commission General Orders
I I -I I -I I -III -III -I I -III 2. Sawcuts shall be mode parallel or at right
1.5 (0.45m) wider
both sides
angles to the centerline of the street.
Bockfill
PATCH IN
J. Depth of select moteriol, if required, shall be
ASPHALT CONCRETE SURFACE determined in the field by the engineer.
4. Patches less than 2.0'(06m) from existing patches,
0.4'(0.1m) Ashpaltedges
of poyment, or gutter shall be extended
Concrete Surfocin9
Asphaltic Point Binder to include the intermediate isolated strip of
existing pavement.
sting road
xed surfacing
5. Minimum patch width shall be 20'(0.6m) of its
smallest dimension, unless otherwise allowed by
O O O O the city engineer.
Select Material
(if required)
6. Reference standards ST -13 and ST -14 for
O O O O O
compaction requirements
I I -I I -I I -III -I I -III -I 7. For patch in asphalt concrete unless otherwise
I-1 I I=I I -I I I -I I allowed by the city engineer
-I -I A. local streets minimum 0.4'(0.1m) asphalt
Bockfill concrete over 0.5' (0.15m) Class d aggregate base
B. Arterial and collector streets minimum 0.7' (0.2m)
asphalt concrete over 1.0' (0.3m) Class 1l aggregate base.
PA TCH
iN ROAD MIXED SURFACE
FILENAME: ST-12REV
STANDARD
DATE
99
DRAWN6CU
PAVEMENT PATCHESSCALE
CHECKED
M. SHAW
N. T. S.
APPROVED
SHEET NO.
CITY OF BAKERSFIELD
ST -12
CALIFORNIA
CITY ENGINEER
PUBLIC WORKS DEPARTMENT
OF BAKERSFIELD, CALIFORNIA
SEAL -
STD. DI
I:�
ID LU I,7 ✓IL/. L/ L_ III/L JYY _--U
NO TES:
1. ALL HORIZONTAL DISTANCES TO BE MEASURED AT RIGHT ANGLES FROM CENTERLINE OF TRACK.
RAILROAD CROSSING DETAIL
MINIMUM REQUIREMENTS
NOT TO SCALE
OVERALL SITE PLAN
PUBLIC WORKS DEPARTMENT
File Name.- BASE
Job No.: EOK210
Date: Mar. 22, 10
Ora wn: TMA
Engineer: TMA
Checked By
NOT TO SCALE
QRpFESS/pN9
DEAN R l F
O �
m
REGISTERED CIVIL ENGINEER C 46803
*
Exp. 6-30-11
CITY OF BAKERSFIELD
1507 TRUX TUN AVENUE qTF �IV��
BAKERSFIELD, CA 93301 OF CAS_
REVISIONS
No. DA TE DESCRIP TION
SCALE: 1 " = 20' i
IT, �'"''-lil
Bockfill compacted to 957. relative
compaction in roadway areas from 10'
(0.9m) beyond back of curb, excluding
all but the outer 1.0'(0.3m) of the
medion areas, and in alleys, within
the existing, accepted roadway
improvements.
Backfill compacted to 90% relative ILti
compaction in all other areas.
a
11 i
Backfill in pipe zone compacted
`
to 901 relative compaction.
JCU
Bockfill material within the pipe
TAMPING
zone to conform to notes 1, 2
,
and J.
++ a,
*+ For public utilities , construction
-
requirements as per the Public
6.0" (0.15m) wider
I both sides
Utilities Commission General Orders
or more
1.5 (0.45m) wider
both sides
6.0" (0.15m)
Bedding Mofteriol /or -
Flexible Pipe os per
ASTM D 7321
NO TES:
1. Backfill for Rigid Pipe.
Backfill material within the pipe zone shall be free of
deleterious material and shall hove a Sand Equivalent of not
less than 20 and shall conform to the following grading:
Sieve Size Percentage passing
3/4' (20mm) 100
No. 4 35-100
No. 30 20-100
This bockfill material shall be placed in not to exceed one
foot (1.0' loose)(0.3m) layers, simultaneously on each side of the
pipe in such a manner as not to damage or disturb the pipe on
its alignment and grade. Each layer shall be thoroughly comp-
acted by mechanical tomping. Bockfill moteriol shall be
properly compacted to springline prior to proceeding.
2. Backfill for flexible pipe.
Pipe and fittings shall be installed in accordance with the
current ASTM specification D-2321. Only Class I and 11
embedment materials within the pipe zone will be considered
suitable. Within the pipe zone, water flooding and jetting shall
not be used for backfill compaction for flexible pipe. The
bedding and hounching shall be hand placed to the Spring line
of the pipe and properly compacted. For sewer mains, Class I
bedding is required for bedding and hounching. Core shall be
token not to dislocate the pipe. The remaining backfill in the
pipe zone shall be hand placed and compacted in lifts not to
exceed 6.0" (0.15m) thickness. Bockfill material shall be
properly compacted to springline prior to proceeding.
3. Bockfill material above the pipe zone shall be free
of deleterious material and lumps or stones exceeding
4.0" (75mm) in greatest dimension and shall be
placed in not to exceed one foot (1.0' loose) (0.3m)
layers and each layer shall be thoroughly compacted
by mechanical tomping.
371 / /
471 / /
finish Crode
+ Depth varies depending on the
street's Traffic Index (T.1.). See
Table B" below
f +Street
Zone TABLE B"
I� TRAFFIC INDEX DEPTH
3.0 - 5.0 1.2' (0.3m)
5.5 - 6.5 1.5' (0.45m)
7.0 -80 2.0' (0.6m)
8.5 OR MORE 2.5' (0.75m)
Backfill compacted to 90%
II� relative compaction
i Upper limit of pipe zone shall be LO' (03m)
above top of pipe bell or the outside diameter
of plain end pipe.
- Hounching
Pipe or conduit
4. Testing of backfill materials shall be in accordance with the
tests listed in Section 6-3.01 of the Standard Specifications,
(or ASTM 01557, Method C') for trench width greater than 1.0' (0.3m).
if trench width is less than 1.0' (0.3m), backfill with 2 sock slurry.
5. Compaction tests will be required and shall be the respons-
ibility of the Developer / Subdivider / Contractor. The number
and location of the tests shall be determined by the City .
Engineer. The tests shall be in accordance with the tests
listed in Section 6-301 of the Standard Specifications, (or
ASTM D1557, Method 'C").
6. Each layer of backfill material shall meet the compaction,
sond equivalent and gradation requirements before the next
layer is placed.
7. For pavement patches within paved areas, see standard
drawing ST -12 in this design manual.
ABLE "A"
The tdlowinq shot/ qpply q/yfor trench widths:
PIPE
W/
JCU
IN GREATEST
/MENSION
TAMPING
aASS I BEDDING
OR SLURRY
L0yo. 3m) or Iess
1.0'(0-1m) wider
both sides
4.0" (75mm) wider
both sides
I.QJla
to
3m) up
27 0'UU 00
1,0'(0.3m) wider
both sides
6.0" (0.15m) wider
I both sides
Z.0*(O.bm)
or more
1.5 (0.45m) wider
both sides
1.0'(0.3m) wider
both sides
APPROVED
SEWER REPAIR
32ND STREET AND H STREET
FILENAME: ST-13REV
- 0� - 14", 1) V
11
SHEE T NO.
2 OF 4
1 2 3
STANDARDDRAWN
TRENCH BACKFILL
AND COMPACTIONM.
REQUIREMENTS
DATE 6/2799
JCU
CHECKED
SHAH
SCALE
N.T.S.
SHEET N0.
ST -13
CITY OF BAKERSFIELD
CALIFORNIA
PUBLIC WORKS DEPARTMENT
ENGINEER
- 0� - 14", 1) V
11
SHEE T NO.
2 OF 4
1 2 3
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removed between walls and Inlet
the broken edges shall be
plastered smooth with
PLAN AT SURFACE cement mortar.PLAN AT BOTTOM
P.C.C. slab not to be poured until
R=0.5" paving is in place. Slob and lid
(l2mmJ to be 0.125" to 0.25" (Jmm to 6mm)
below new finished poving.
(h,J i eFmin.
(a2m)
0
NO TES:
h�
2.1 Mortar, t All work shat/ conform to the applicable sections of the
Dry Packed specifications entitled Standard Specifications, Stot of
20• Sam California, Department of Transportation ; approved
current edition.
i
i 2. All unlined monhole joints shall be filled with Ken
seol or approved block mostic equal. Inside of mol holes
i must be mortared and neatly raked or wiped on in de
i of pipe.
40 Dia
(t1 ")
Shelf slope is
I.0"�Iri►t • 4
i �•e
i .
:iGhirnJ."
Special
Aggregate SECTION
(Calcareous)
3 Pre cost reinforced manhole sections sholl be co structed
in accordance with the provisions of ASTM C-478,
current edition.
4. All sewer manholes, for sewer lines larger than 1 " (0.46m)
in diameter, shall be lined with "T --Lock" or opprov d equal.
5. Concrete pod shall be cured with a white pigmen ed
curing compound as per section 90-7.01B of the s ondard
specifications
6. See standard drawing SW -6 for frome, cover, on
drop manhole details
7 All channels shall be smooth finished with steel I rowel.
Shelf shall be broom finished for slip resistance.
STANDARD
MANHOLE
TYPE "A"
APPROVED CITY OF BAKERSFIELD
CALIFORNIA
CITY ENGINEER PUBLIC WORKS DEPARTMENT
SW-2REV
6/2/99
a JC
E
M. SHAW
N..
NO.
U-2
Pavement
a A covele c*W
60-(1215M) Mit
Standard Manhole Cover
and collar per city
standard SW -6
40• 2m) _ Mortar S901
andard Tee
Construct Inside Drop
Space at equal
Distances
'-PS1
40•
' '•, ter Seat (rubber gasket)
Min. 2 stainless steel straps at max.
J.0' (1.2m) spacing attached to manhole
Shaft with stainless hardware
77 .VA
tondard 90 Elbow
�s• r .
�(Xtn) Class 'A" Concrete
INSIDE DROP
- Pavement
Standard Manhole
Cover and Collor
per Std. SW -6
Mortar Seal
- Standard Tee
Woter Seol
(rubber gasket)
he
W`
NO TES:
1. All work shall conform to the applicable
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 opprovol of the City Engineer.
J. All manholes shall conform to Sec. 3.2.3
of the manual text.
4. Drop manhole is only allowed if drop dish
is JO" (0.76m) or greater.
• Maximum slope allowed inside manhole
STANDARD
Ila
90' al Gloss 'A" Concrete MANHOLE TYPE "A"
INSIDE AND
Standard 90° Elbow OUTSIDE DROP
APPROVED
OUTSIDE DROP CITY OF BAKERSFIELD
CALIFORNIA
CITY ENGINEER PUBLIC WORKS _ DEPARTMENT
SW-3REV
6/2/99
JC..
NO.
V-3
2625" (d 67m)
2.25" (4 64m)
h
•• .� 1..i75"
(J See Detail
i
SECTION A -A
Outlet
+.5• (t __ I 1 tmJ yt Where incoming and outgoing
.' sewers in a manhole vary in
1.0" (25mm) pattern
I(15MM)
letters, 0.125" (Jmm)
1.5" (40mm) self high
See note 11.
size, extend lower halves of
draining blind pick
hole 2.0" (50mm) pattern
1.0" (25
m) Did.
° sewers 8.0" (0.2m) beyond
1e
ii
B
inside of wall and shape o
M. SHAW
-----
PIPE CASING
...' i transition channel between Shelf
0•
APPROVED
SHEET NO.
- -
--------
-L .._._. ends of lower halves of pipes. -•---•- . - --_
(t1mJ
AN
•�' i '.:• :'" i Shelf
SW_ 8
CITY ENGINEER
PUBLIC WORKS _ DEPARTMENT
Clvss ° 9•` .' :;.:..,.: :. ; s .f. " Where incoming and outgoing
CdriirPfe ; : sewers in a manhole are of
1.0" (25mm) pattern 1.0" (25mm) pattern
t
the same diameter, the top °
0.625 (15mm) i
ottem
letters, 0.125" (Jmm) letters, 0.125" (5mm)
half of pipe shall only be
removed between walls and Inlet
the broken edges shall be
plastered smooth with
PLAN AT SURFACE cement mortar.PLAN AT BOTTOM
P.C.C. slab not to be poured until
R=0.5" paving is in place. Slob and lid
(l2mmJ to be 0.125" to 0.25" (Jmm to 6mm)
below new finished poving.
(h,J i eFmin.
(a2m)
0
NO TES:
h�
2.1 Mortar, t All work shat/ conform to the applicable sections of the
Dry Packed specifications entitled Standard Specifications, Stot of
20• Sam California, Department of Transportation ; approved
current edition.
i
i 2. All unlined monhole joints shall be filled with Ken
seol or approved block mostic equal. Inside of mol holes
i must be mortared and neatly raked or wiped on in de
i of pipe.
40 Dia
(t1 ")
Shelf slope is
I.0"�Iri►t • 4
i �•e
i .
:iGhirnJ."
Special
Aggregate SECTION
(Calcareous)
3 Pre cost reinforced manhole sections sholl be co structed
in accordance with the provisions of ASTM C-478,
current edition.
4. All sewer manholes, for sewer lines larger than 1 " (0.46m)
in diameter, shall be lined with "T --Lock" or opprov d equal.
5. Concrete pod shall be cured with a white pigmen ed
curing compound as per section 90-7.01B of the s ondard
specifications
6. See standard drawing SW -6 for frome, cover, on
drop manhole details
7 All channels shall be smooth finished with steel I rowel.
Shelf shall be broom finished for slip resistance.
STANDARD
MANHOLE
TYPE "A"
APPROVED CITY OF BAKERSFIELD
CALIFORNIA
CITY ENGINEER PUBLIC WORKS DEPARTMENT
SW-2REV
6/2/99
a JC
E
M. SHAW
N..
NO.
U-2
Pavement
a A covele c*W
60-(1215M) Mit
Standard Manhole Cover
and collar per city
standard SW -6
40• 2m) _ Mortar S901
andard Tee
Construct Inside Drop
Space at equal
Distances
'-PS1
40•
' '•, ter Seat (rubber gasket)
Min. 2 stainless steel straps at max.
J.0' (1.2m) spacing attached to manhole
Shaft with stainless hardware
77 .VA
tondard 90 Elbow
�s• r .
�(Xtn) Class 'A" Concrete
INSIDE DROP
- Pavement
Standard Manhole
Cover and Collor
per Std. SW -6
Mortar Seal
- Standard Tee
Woter Seol
(rubber gasket)
he
W`
NO TES:
1. All work shall conform to the applicable
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 opprovol of the City Engineer.
J. All manholes shall conform to Sec. 3.2.3
of the manual text.
4. Drop manhole is only allowed if drop dish
is JO" (0.76m) or greater.
• Maximum slope allowed inside manhole
STANDARD
Ila
90' al Gloss 'A" Concrete MANHOLE TYPE "A"
INSIDE AND
Standard 90° Elbow OUTSIDE DROP
APPROVED
OUTSIDE DROP CITY OF BAKERSFIELD
CALIFORNIA
CITY ENGINEER PUBLIC WORKS _ DEPARTMENT
SW-3REV
6/2/99
JC..
NO.
V-3
2625" (d 67m)
2.25" (4 64m)
h
•• .� 1..i75"
(J See Detail
i
SECTION A -A
Rq
■
SCALE: 1 " = 20'
Redwood
Skids
TION A -A
CA SING
QRpFESS/pN
pEAN
q
REGISTERED CIVIL ENGINEER C 46803
y�
Exp. 6-30-11
CITY OF BAKERSFIELD
1501 TRUXTUN A VENUE qTF CI
BAKERSFIELD, CA 93301 OF-
REVISIONS
FREVISIONS
No. DA TE DESCRIP TION
1 / /
SJ4'-t7F-/
2 / /
Steel Casing Pipe, see opproved
plans for size and thickness
High density polyethylene plastic pipe insulator with
skids to clear pipe bells (Copico Model P or equivalent)
or redwood skids stropped with stainless steel.
Steel Casing Diameter
is Pipe Bell O.D. Pipe Joint
Sewer Line / Redwood Skids
• Storm Droin Line
Pipeline
! la0•Yox ! 2.5' ?.5• /a0•/A
i 0Iffl) i (a 1 lam►) ! (.tImJ
-�
SECTION DETAIL
PIPE BORING
NO TES:
1. Casing shall be installed by the bore, jack,
and/or tunnel method.
2. Installotion shall be as recommended by the
pipe manufacturer.
J. A# cosing sections shall be joined by continuous
process
4. Fill void between carrier pipe and casing with
sand slurry. If sand is used, compact by use of
air blowing sond equipment or as directed by
the City Engineer.
5. Redwood skids shatl be construction grade
Casing End Seal. Strop to pipe
and casing with stainless steel
clamps.
Grout
6. Redwood skids shall be veed to fit contour of pipe.
7. Redwood skids shat/ be stropped to the pipe with
1.0" (25mm) pattern
I(15MM)
letters, 0.125" (Jmm)
1.5" (40mm) self high
See note 11.
DATE 6/z/99
DRAWN
draining blind pick
hole 2.0" (50mm) pattern
1.0" (25
m) Did.
center h
letters, 0.125' (Jmm)
1e
A high
A
B
B
M. SHAW
-----
PIPE CASING
SEWER
APPROVED
SHEET NO.
AN
Notch lid to
SW_ 8
CITY ENGINEER
PUBLIC WORKS _ DEPARTMENT
find pick hole See note 11.
1.0" (25mm) pattern 1.0" (25mm) pattern
0.625 (15mm) i
ottem
letters, 0.125" (Jmm) letters, 0.125" (5mm)
letters, 0.125" (
m)
high MANHOLE high. Location for
country of origin
high
CLEANOUT
NO TES:
1. All fromes and covers shall be tested for accuracy
1132* (jJ
of fit and shall be marked in sets prior to delivery.
��
Mocl fred
2. The seats of fromes and bearing faces of the covers
Surf
ces
shall be machined for a smooth non -rocking fit between
10.5" (0.27m)
the two castings.
Taper
Cover
J. Costings shall be thoroughly cleaned and dipped twice
in aquick -drying, jet -block asphaltic compound to
Frame
provide a protective coating.
4. All frames and covers shall be gray cast iron, free
DETAIL A
from warps, crocks, holes, swells and cold -shot, and
sholl have a workmanlike finish. Highway loading should
be NS 20-44.
9 The 2.50mm (0" )pattern letters on the manhole covers
shall hove one of the following designations.- DRAIN or SE
5. Costing shall conform to the provisions of the specifications
for groy-iron castings, serial designation ASTM-• A-48
10. Assembly shall be designed for highway loading of HS 2 7-44.
(latest revision), Class No. JOB.
1/. 2.0" x 1.0" (50mm x 25mm) diamond mat 0125" (5m )
deep.
6. The name of the manufacturing company shall be
FILENAME
SW-6REV
on the underside of the cover.
STANDARD
DA
DR
6/2/99
7• Manhole frome shall weigh not less than 120 lbs
(54kg) nor more than 250 lbs 113k The cover
(
FRAMES AND
A NN
CHI KED
JCU
M.
Shall weigh not less than 120 lbs (54kg) nor more
4k
COVERS FOR
sc E
SHAW
than 200 lbs 91k 9).
MANHOLES & CLEANOUTS
N.T.S.
APPROVED
SH T
NO.
8. Manhole covers shall have o self draining blind pick
CITY OF BAKERSFIELD
W-6
hole unless otherwise approved by the City Engineer.
CALIFORNIA
CITY ENGINEER
PUBLIC WORKS DEPARTMENT
Rq
■
SCALE: 1 " = 20'
Redwood
Skids
TION A -A
CA SING
QRpFESS/pN
pEAN
q
REGISTERED CIVIL ENGINEER C 46803
y�
Exp. 6-30-11
CITY OF BAKERSFIELD
1501 TRUXTUN A VENUE qTF CI
BAKERSFIELD, CA 93301 OF-
REVISIONS
FREVISIONS
No. DA TE DESCRIP TION
1 / /
SJ4'-t7F-/
2 / /
Steel Casing Pipe, see opproved
plans for size and thickness
High density polyethylene plastic pipe insulator with
skids to clear pipe bells (Copico Model P or equivalent)
or redwood skids stropped with stainless steel.
Steel Casing Diameter
is Pipe Bell O.D. Pipe Joint
Sewer Line / Redwood Skids
• Storm Droin Line
Pipeline
! la0•Yox ! 2.5' ?.5• /a0•/A
i 0Iffl) i (a 1 lam►) ! (.tImJ
-�
SECTION DETAIL
PIPE BORING
NO TES:
1. Casing shall be installed by the bore, jack,
and/or tunnel method.
2. Installotion shall be as recommended by the
pipe manufacturer.
J. A# cosing sections shall be joined by continuous
process
4. Fill void between carrier pipe and casing with
sand slurry. If sand is used, compact by use of
air blowing sond equipment or as directed by
the City Engineer.
5. Redwood skids shatl be construction grade
Casing End Seal. Strop to pipe
and casing with stainless steel
clamps.
Grout
6. Redwood skids shall be veed to fit contour of pipe.
7. Redwood skids shat/ be stropped to the pipe with
stropping or approved wire bonds.
FILENAME: SW-8REV
STANDARD
DATE 6/z/99
DRAWN
JCU
CHECKED
SEWER LINE IN
M. SHAW
PIPE CASING
SCALE
N. T. S.
APPROVED
SHEET NO.
CITY OF BAKERSFIELD
CALIFORNIA
SW_ 8
CITY ENGINEER
PUBLIC WORKS _ DEPARTMENT
CITY OF BA KERSFIEL D CAFile Name: BASE Dra wn: TMA/ 1 • lj �%
LIFORNIA PUBLIC WORKS DEPARTMENT Job No.: EOK210 En ineer: TMA
g SEWER REHABILITATION sHEE r NO.
Date: Mar. 19, 10 Checked By
32ND STREET AND H STREET 3 OF 4
0 2
I
3
w
U)
Q
404
F_
_
402
N
pEAN R 9l F
°
400
wQ� G'
REGISTERED CIVIL ENGINEER m
C 46803 rn
L
N
* Exp, 6-30-11
20'
CITY
OF BAKERSFIELD �P
1
398
O
N
Y
O
CA 93301 CVm_
Li
1-11
3
396
0
N
No.
O
O
DA TE
N
394
z
w
w
z
z
392
0
i
EX.
LIF
6XWM V 0 �
®MEN
24 " STEEL CASING TO EXTEND 5 FEET PAST THE UPRR RW.
3 V_0�" STEEL CASING 3 Q�
113`-l**Y' -" ykFFL "SIOLI7.
p0�
12 13 #y
14 f P�Q�� �o��AE;� z� �D;�n Ex 15
- r
P
11
C/Tyj' OF BAKERSFIELD, CALIFORNIA
_mm
®- ■%►1
File Name: BASE Drawn: TMA
PUBLIC WORKS DEPARTMENT Job No.: EOK210 Engineer: TMA
Date: Mar. 22, 10 Checked By.•
0
MIN (COVER
1t•°o
0
z K,
SEWER REHABILITATION
32ND STREET AND H STREET
406
404
402
400
398
396
SHEET NO.
4 OF 4
0 1 2
3
ORpFESS/0N
pEAN R 9l F
wQ� G'
REGISTERED CIVIL ENGINEER m
C 46803 rn
* Exp, 6-30-11
20'
CITY
OF BAKERSFIELD �P
1501
TRUXTUN AVENUE 9TF OCA�F �F
BAKERSFIELD,
CA 93301 CVm_
REVISIONS
No.
DA TE
DESCRIP TION
LDING
CONS TRuc TION NOTES:
Q
CONSTRUCT SSMH PER C.O.B. STD. SW -2
l
Q
CONSTRUCT SSMH PER C.O.B. STD. SW -3
EX. 66"" SS
g
CONSTRUCT 8 "SS
®
ABANDON EXISTING 6" SEWER LINE PER SPECIFICATIONS
Q
2THICK STEEL CASING
GENERAL
NOTES:
10
PROFILE ROTATED FOR SCHEMATIC PURPOSES ONLY
COORDINATE ABANDONMENT OF 6" SEWER LINE WITH CITY
FIELD REPRESENTA TI VE. NOTIFY 48 HRS IN ADVANCE OF
WORK IN ORDER TO ACCESS MANHOLE IN THE TOWER HOTEL
PROPERTY.
6XWM V 0 �
®MEN
24 " STEEL CASING TO EXTEND 5 FEET PAST THE UPRR RW.
3 V_0�" STEEL CASING 3 Q�
113`-l**Y' -" ykFFL "SIOLI7.
p0�
12 13 #y
14 f P�Q�� �o��AE;� z� �D;�n Ex 15
- r
P
11
C/Tyj' OF BAKERSFIELD, CALIFORNIA
_mm
®- ■%►1
File Name: BASE Drawn: TMA
PUBLIC WORKS DEPARTMENT Job No.: EOK210 Engineer: TMA
Date: Mar. 22, 10 Checked By.•
0
MIN (COVER
1t•°o
0
z K,
SEWER REHABILITATION
32ND STREET AND H STREET
406
404
402
400
398
396
SHEET NO.
4 OF 4
0 1 2
3