HomeMy WebLinkAbout7.9-156CITY OF BAKERSFIELD
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CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT
1- 800 -642 -2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL
POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING.
2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A"
CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE
PLANS AND SPECIFICATIONS.
3. HAZARDOUS WASTE EXCAVATION. IF THE CONTRACTOR ENCOUNTERS
MATERIAL IN EXCAVATION WHICH HE HAS REASON TO BELIEVE MAY BE
HAZARDOUS WASTE, AS DEFINED BY SECTION 25117 OF THE "HEALTH AND
SAFETY CODE", HE SHALL IMMEDIATELY SO NOTIFY THE ENGINEER IN WRITING.
EXCAVATION IN THE IMMEDIATE AREA OF THE SUSPECTED HAZARDOUS
MATERIAL SHALL BE SUSPENDED UNTIL THE ENGINEER AUTHORIZES IT TO BE
RESUMED.
4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS
AS SHOWN ON THESE PLANS AND AS REVEALED BY THE USA LOCATORS PRIOR
TO TRENCHING OPERATION. CONTRACTOR SHALL VERIFY VERTICAL
CLEARANCE BASED ON THE FIELD CUT STAKES AND NOTIFY THE ENGINEER OF
ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE SEWER PIPING
MAY BE REVISED IF NECESSARY PRIOR TO LAYING OF PIPE.
CONVENTIONAL & UTILITY SYMBOLS
ABBREVIATIONS
CL
CENTERLINE
INV
ELEV
ELEVATION
SD
EXIST
EXISTING
MH
FG
FINISHED GRADE
CB
DETAIL DESIGNATION:
DETAIL LETTER
A
2
SHEET WHERE
DETAIL IS SHOWN
INVERT
STORM DRAIN
MANHOLE
CATCH BASIN
SECTION DESIGNATION:
SECTION LETTER
H
SHEET WHERE SECTION IS SHOWN
BENCH MARK
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
INTERSECTION OF CALIFORNIA AVENUE AND "P"
STREET ELEVATION =397.54 CITY DATUM
CITY STANDARDS
THE FOLLOWING CITY STANDARDS DRAWINGS ARE HEREBY
INCORPORATED AS A PART OF THESE PLANS:
C.O.B. STD. MANHOLE TYPE A, SW -4
C.O.B. STD. FRAMES & COVERS FOR MANHOLES & CLEANOUTS, SW -5
C.O.B. STD. 6" CLEANOUT, SW -6
LEGEND
-- -- -- -- PROPERTY LINE / RIGHT -OF -WAY
EXIST. UTILITY TRENCH
s EXIST. SEWER
�- o -- EXIST. 24" STORM DRAIN WITH MANHOLE AND GRATE INLET
EXIST. MASONRY WALL
w EXISTING WATER LINE WITH VALVE
— —
—OH— — — —OH— EXISTING OVERHEAD POWERLINE
EXISTING GAS LINE
- - -- - -- - - -- EXISTING ELECTRICAL CONDUIT
STA. 36 +00 N_ STATIONING LINE WITH STATION
6" SEWER WITH C.O.B STANDARD MANHOLE AND CLEANOUT
E. 6" PVC ELECTRICAL CONDUIT
g
-
�t
BEARING BASIS
THE NORTH LINE OF SECTION 30, T29S, R28E, MDM PER
KERN COUNTY SURVEY INVESTIGATION AND PERPETUATION
MAP MAP NO. 7 -1 BK. 6 PAGE 108. SAID NORTH LINE BEARS
NORTH 89 012'18" WEST.
LIST OF DRAWINGS
SHEET 1
COVER AND TITLE SHEET
SHEET 2
SEWER PLAN AND PROFILE
SHEET 3
SEWER DETAILS
SHEET 4
C.O.B. SEWER STANDARDS
s -
VICINITY MAP
SCALE: 1"=40'
KEY MAP
SCALE: 1"=20'
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—OH— — -- —OH —
File Name: COB09003TS.DWG
e
..� Civil Engi
CITY PROJECT NO: P6K117 110 S. Montclair on a St., Ste. 104, Bak
Phone 661- 836 -9834
SUBMITTED BY:
RICHARD MEYER, R.C.E. 281
STATE OF CALIFORNIA
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File Name: COB09003TS.DWG
e
..� Civil Engi
CITY PROJECT NO: P6K117 110 S. Montclair on a St., Ste. 104, Bak
Phone 661- 836 -9834
SUBMITTED BY:
RICHARD MEYER, R.C.E. 281
STATE OF CALIFORNIA
1ss�ga.�,= :.��.a■
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LOCATION MA
�•. 16- /1.67
DATE
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Lg23r/0?,
RAUL ROJAS DATE
PUBLIC WORKS DIRECTOR
APPROVAL RECOMMENDED:
4 i v
BRAD UNDE WO DATE
ASSISTANT PUBLIC WORKS DIRECTOR
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"`
ARNOLD RAMM NG
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CIVIL ENGINEER IV, D
SIGN ENGINEERING
yer CITY OF BAKERSFIELD
neering, Inc. MILL CREEK PHASE 5113 SEWER LIFT STATION
ersfield, CA 93309 CONSTRUCTION PLANS
FAX 661 - 836 -9761
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OF
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SHEETS
PRINT DA-- E:10,'19/09
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EXIST. 3" WATER 1.00' ,
.... INSTALL 45' ELBOW
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4.25' 6.50'
ALLEY R/W INSTALL VALVE VAULT
STA. 36 +15.42N, 12+81.41E
INSTALL WET WELL
STA. 36 +15.42N, 12+87.91E
404
402
400
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SCALE: 1 " =5'
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INVERT 72" DIA. WET WELL
STA. 12+87.91E, ELEV. 384.26
PROFILE B
SCALES 2
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VERT: 1"=2.5'
14 15
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EXISTING
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INVERT 72" DIA. WET WELL
STA. 12+87.91E, ELEV. 384.26
PROFILE B
SCALES 2
HORIZ: 1"=59
VERT: 1"=2.5'
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B
— —
LINKSEAL WATERTIGHT --/
OPENING SEALS, TYP.
TRAP TYPE DRAIN
ASTM CLASS I BACKFILL, --
COMPACT TO 90%
LIMITS OF EXCAVATION
GROUT VOID FOR
PREROTATION BASINS
NOTE: WETWELL, VALVE VAULT, BLOWER VAULT, AND
DOORS ARE PRE - CONSTRUCTED AND TO BE SET IN
PLACE. SEE SPECIFICATIONS.
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4" PVC CLEAN AIR
EXHAUST FROM
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INV. VALVE AND ODOR
` CONTROL VAULT ELEV. 397.26
4" FOUL AIR INTAKE, CONNECT
WITH COMPRESSION COUPLING
TRAP TYPE DRAIN
LINKSEAL WATERTIGHT
OPENING SEALS, TYP.
6" SEWER /
SEWER INVERT ELEV. 389.70
HIGH LEVEL ALARM ELEV. 388.70
I
PUMP #2 ON ELEV. 387.53
PUMP #1 ON ELEV. 386.41
PUMP #1 OFF ELEV. 385.26
INVERT WETWELL ELEV. 384.26
77777'
SECTION A
SEWER LIFT STATION 3
SCALE: 1/2"=l'
2
CO
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10' -9"
10' -9"
Ln
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CONNECT ELECTRICAL
6"
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SEE DETAIL D Q
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OPENING SEALS, TYP.
TRAP TYPE DRAIN
ASTM CLASS I BACKFILL, --
COMPACT TO 90%
LIMITS OF EXCAVATION
GROUT VOID FOR
PREROTATION BASINS
NOTE: WETWELL, VALVE VAULT, BLOWER VAULT, AND
DOORS ARE PRE - CONSTRUCTED AND TO BE SET IN
PLACE. SEE SPECIFICATIONS.
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4" PVC CLEAN AIR
EXHAUST FROM
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INV. VALVE AND ODOR
` CONTROL VAULT ELEV. 397.26
4" FOUL AIR INTAKE, CONNECT
WITH COMPRESSION COUPLING
TRAP TYPE DRAIN
LINKSEAL WATERTIGHT
OPENING SEALS, TYP.
6" SEWER /
SEWER INVERT ELEV. 389.70
HIGH LEVEL ALARM ELEV. 388.70
I
PUMP #2 ON ELEV. 387.53
PUMP #1 ON ELEV. 386.41
PUMP #1 OFF ELEV. 385.26
INVERT WETWELL ELEV. 384.26
77777'
SECTION A
SEWER LIFT STATION 3
SCALE: 1/2"=l'
2
CO
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21' -6"
10' -9"
10' -9"
Ln
Ln
N
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CONNECT ELECTRICAL
CONNECT ELECTRICAL
POUR
WEMCO CENTRIFUGAL
FROM CONTROL UNIT TO
FROM CONTROL PANEL
PUMPS, PREINSTALLED
ELECTRICAL COUPLING `
TO BLOWER UNIT
��MND• 1
3" PVC PIPES TO BE
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INSTALLED IN FIELD
6" SELF- CAULKING
CLEANO
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50"
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INSTALLED IN FIELD
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UNLESS DIMENSIONED OTHERWISE
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PEACEMAKER UNIT AND BLOWER
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PEACEMAKER UNIT
FURNISHED AND INSTALLED IN
co
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FIELD, CENTERED INSIDE VAULT
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SECTION
B
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SEWER LIFT STATION
3
SCALE: 1/2"=l'
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6' -6"
6' -6"
4' -3"
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TOP CONCRETE PAN! +
SEE DETAIL D Q
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LINKSEAL WATERTIGHT --/
OPENING SEALS, TYP.
TRAP TYPE DRAIN
ASTM CLASS I BACKFILL, --
COMPACT TO 90%
LIMITS OF EXCAVATION
GROUT VOID FOR
PREROTATION BASINS
NOTE: WETWELL, VALVE VAULT, BLOWER VAULT, AND
DOORS ARE PRE - CONSTRUCTED AND TO BE SET IN
PLACE. SEE SPECIFICATIONS.
J
2 "x2 "x1 /4" ANGLE
S.S. FOR GUIDE RAIL
TOP SUPPORT
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` CONTROL VAULT ELEV. 397.26
4" FOUL AIR INTAKE, CONNECT
WITH COMPRESSION COUPLING
TRAP TYPE DRAIN
LINKSEAL WATERTIGHT
OPENING SEALS, TYP.
6" SEWER /
SEWER INVERT ELEV. 389.70
HIGH LEVEL ALARM ELEV. 388.70
I
PUMP #2 ON ELEV. 387.53
PUMP #1 ON ELEV. 386.41
PUMP #1 OFF ELEV. 385.26
INVERT WETWELL ELEV. 384.26
77777'
SECTION A
SEWER LIFT STATION 3
SCALE: 1/2"=l'
2
CO
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10' -9"
10' -9"
Ln
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SCALE: 1/2"=l'
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I
LL W
W W
by
cc_
W
NOTE. CENTER OF DOORS TO BE PLACED
W �
� Z
ON CENTER OF VAULTS OR WETWELL,
ALHAMB
UNLESS DIMENSIONED OTHERWISE
A -344-
AIR CIR(
O
6"
MQ i
J
LL W
W U) <
<C
w
>
� �
=
DRAIN O
00
`�
U)
>
.
#5 ® 6% TYP.
j
I
o
°-
o
0
cr
- - o
ir
j
o m�o
o °0 o�lzomm cc
o
o
a o Q C-) LL Ov o
O
CIO
Q
0 1, J
♦ 61 ���
It
3" TYP.
#5 TO SURROUND WETWELL,
I _ VAULTS, AND DOORS TO
ANCHOR SLABS TOGETHER
DOOR DRAINAGE, TYP POLYSTYRENE PROTECTION
SECTION E TO SURROUND WETWELL
CONCRETE PAD 3 AND VAULTS, TYP. �....a
SCALE: 1 /2 " =1' SEE DETAIL 3
VARIES PER STRUCTURE 2" TYP. SILICONE BASED
a.
r a_ 2�— TYP- �K!
j") N
SECTION F
VALVE VAULT AND WET WELL 3
SCALE: 1/2"=l'
14 15 16 1 " 18 19 20 21
2" TYP
SECTION G
ODOR CONTROL VAULT 3
SCALE: 1/2"= 1'
22 23 24
~I CAULKING, IMMERSIBLE
a � �
i 4
/ii
�� SHEET NO.
DETAIL POLYSTYRENE H
CAULKING AND POLYSTYRENE 3 OF
N.T.S. ��' (� 4
29 3o
4' -0" CLEAR L
LLu i
i <
<
LL W
W W
W
cc_
W
W �
� Z
Z
in O
O
MQ i
I-
LL W
W U) <
<C
O Q
Q ~
~
DRAIN O
= U
U)
FOR Q
LATION > L
U w
LL
w —
—j
Z
#5 TO BE PLACED U
U
2'x2' TO ANCHOR _
_I
°o S
SLABS TOGETHER J
J
o 7
75
It
3" TYP.
#5 TO SURROUND WETWELL,
I _ VAULTS, AND DOORS TO
ANCHOR SLABS TOGETHER
DOOR DRAINAGE, TYP POLYSTYRENE PROTECTION
SECTION E TO SURROUND WETWELL
CONCRETE PAD 3 AND VAULTS, TYP. �....a
SCALE: 1 /2 " =1' SEE DETAIL 3
VARIES PER STRUCTURE 2" TYP. SILICONE BASED
a.
r a_ 2�— TYP- �K!
j") N
SECTION F
VALVE VAULT AND WET WELL 3
SCALE: 1/2"=l'
14 15 16 1 " 18 19 20 21
2" TYP
SECTION G
ODOR CONTROL VAULT 3
SCALE: 1/2"= 1'
22 23 24
~I CAULKING, IMMERSIBLE
a � �
i 4
/ii
�� SHEET NO.
DETAIL POLYSTYRENE H
CAULKING AND POLYSTYRENE 3 OF
N.T.S. ��' (� 4
29 3o
r
r.
AM: P. CC slob not to be pared
211 Aibrtar, dry potted
SECTION ---
1SLr..
i
1 I
i
OUTLET { ;
t
VI,
I ► � � She /f
61;� J11
SECTION
f{ I
r� 1
6ENERX NOTES.-
All work shall conforir to the applicable
sections of the specifications entitled
"Standard Specifications State of
California, Department of Transportation -,
current edition.
Joints shall be filled with mortar and neatly
raked or toped on inside of pipe.
Whenever the vertical distance between the
inverts of sewer line connections exceeds
thirty (38) inches, a drop connection shall
be constructed as shorn.
Precast reinforced manhole sections shall be
constructed in accordance with the provisions
of ASTM C -4784 current edition.
Use Drop Manhole "tee" where!
pipr diameter is 6 "or i9`
' JUL ;ti!
'.' STANDARD
�I MANHOLE .w..wT.iIA
T rPE "Ace
"ate" SHOWING DROP CONNECTION «' vonr
CITY OF BAKERSFIELD
CALIFORNIA S-7
ss
irw.` wru ENGINEERING DEPARTAtFNT
RW- a
PCC Siao not 00 be
ooured ✓nr., oovrng .s
in ,brace
.' ?'X2' Concrete Slob
Sowcut,
B finish r R r SOWcura
--Surface of Streef ! flirts* jr R.
C.G- a ip o �" 6E.vERAL NC T =S
o �„ s• •. �. t 4� All work shot/ conform to me. opo/rcob/e
Aggregate^ : o e . a o ` • , . _ a sect. ans of the specifications entirled
"= ondard Specificorons, State of
" California, Business and Transportanon Agency '
6" Department of Tronspartation, Latest Edition,
&a /ding POW ,, and these Genera/ Notes.
< .;~
t Vitrl ed C/o proe sho // be extra serer. Eb
conforming tome specifications of 4.STM,
Grahel� �, fk,T" Designation C700- 78
Pipe Collor
All Concre. , a shall be Class 'A" 6 sack(PcC)
2X2' Canrrefe Faerndation C /eonout frame Ind cover shotl conform
to *he Gry of BarersfreeStataard $ -B,
i
VCP Concrete she// have no additives unless prior
wriNen oApro►ol is obtoined from the City
i Engineer.
Concrete shall be cured with o wMtrA69mented
cura►g cooWwod per Sec 90- 471B of the
Starabrd Specifications
/ Standard //& bend Top of s/a ru she // be trowr/ed smooth and yvrcm a
/ 11911t broom f.%nish.
or this construction, sholibe obtained
/ from the City of Bakerslieta; oepwhywt of
;'taada•d Wye Public works.
90% Relative compaction is required for all
bock fill with,0 24w of the riser pipe.
'Removable V.CP. Bbt%Ldmg paper shall be olaCed be/weln the
' nc
p /u9 6 "carrtr tarmaofion and 4 canticle sip
F111 cavity behrer7 pipe Lndcaller with gravel to
within Jig -of tapafPM. Coa/k• retnaning l/2"
with intwegnated ookum to top at pipr to
orate a water fight sea /.
Collor shall be A CP, A83 pipe or VCP.
Finished pod to be i mop. below finished
poring surface.
The removable p!ag shall be V.GP• unless
prior written approval is obtained fn"
the City Engineer.
COMPACTION
,Limits at soy. i.imas of _V?i �1
1 Carrpactfon Compocron -- DETAIL
I I
f 1
I I
REVISE[) JUL 19
e.++ eeuwe.<
STANDARD 7 .01980
JANUAPY /5. ,.9/ 6fi .••••«
CLEAN -- OUT
........ hors+
CITY OF BAKERSFIELD
�r CALIFORNIA
<.•• . ".. .. ENGINEERING DEPARTMENT S-20
15 16 7
cW•- R
I So
2" Pattern
Lofton. i w High-
it Sew oroiaing �X
Blind Pick Hot* '
i" pattern Letters,
s- High
SECTION A- A
MANHOLE,
,1" iiettern Letters,
High
l
fn - 2 "x i" Dim
�7! mot pattern
{' deep
-1" Patlera Letters.
C High
Location for Country of Origin
k 12' f
SECTION 8-8
Iw
-� Machined
f Surfaces
10-j* (Cover
Toper
Fr
DETAIL A
GENERAL NOTES,
All Fromes and Caen sholl be tough. gray cast iron, fns
from warps, pocks, hotel. swells and Cold -shot, and
*hail have a workmanlike finish.
Castings shelf conform to the provisions of the
specifications for Groy - iron Coatings, Serial Designation
ASTM: A480otest revisionl.Close No. 308.
Ail Frames and Covers Mail be tested for oeeurat:y of
fit and shall be married in sets prior to delivery.
The seats of frames and bearing faces of the Cover*
shell be machined for a smooth non - rocking tit
between the two castings.
Castings shall be thoroughly clecasd std dipped twice
in a quick - drying, let -blocs asphaltic compound to
provide a protoctive Costing.
MIIOIId
�9
Iw
Pattern
Lefers, i.
High
CLEANOUT
The name of manufacturing cofflOwy shat l be on the under
side of the cover.
Manhole from shall weigh not less two 120 pounds or
morn that 270 cowed*, The cover +hall weigh not lase than
120 pounds or more than 200 pounds.
Manhole -c rs snail have a self draining mina pick We of ao.•rtr
type unless otherwise aoaroved by the City Engineer.
The 2" POttorn Letters on the manhole covers Mall have
on of the failowing designations QRAUj or AJ'%FW9fR,
ADDED STANDARDS APPLICABLE
TO 1MPORTEQ COVERS
1. Imported .avers and frame$ shall conform to Section 207 of the
Trade and Toriff Act of 1984.
2. The name of the country if other then The United States of
Americo, must be designated upside down and located on
the outside edge of the lid.
3. H a monhoie lid is imported, the none of the COmpony who re-
ceives the product must be designated on the underside of
the cover.
0
q -
>3
7 R l SG
; �
r
%�
-
U
mm
t 4' -p
�' =
cD
wiwr rrcatmoo, and outgang
-�
t-'- -- _- }•-- r--��, - 3 - -�-�
a
sewers nn ma'abo/0 vary in
site, erfsnd Lower haves
W
N
(D
c
a
a, sewers B" beyond Inside
{
W
O
{
of w0/1 and shape trvaSNran
{
O
Um
C�
cbeww between ends of
'fir
�
yF ��
U
iz ,I
O
2
f
ADOW lwvrs of pipes.
O O
,I
iJ
`I
m
W
ate.
Q
i
v�
W
tar Fiobra std
cc
jr-"
�,
Corr+► $deft/*
W
�
z
Q
i
m
I
where i!icankv and avtgang
I
C/a$S -a
w
w
.
srrilrS 47 nXWb k ore Of
j
Gorlcrrte
m
}
W stir aiafrAr hee
o
�
r' sho//
U
W
U
i
rcniared Pftuovm waft and
the broken edge$ sho // be
W
p/oswed smooth with
PLAN
AM: P. CC slob not to be pared
211 Aibrtar, dry potted
SECTION ---
1SLr..
i
1 I
i
OUTLET { ;
t
VI,
I ► � � She /f
61;� J11
SECTION
f{ I
r� 1
6ENERX NOTES.-
All work shall conforir to the applicable
sections of the specifications entitled
"Standard Specifications State of
California, Department of Transportation -,
current edition.
Joints shall be filled with mortar and neatly
raked or toped on inside of pipe.
Whenever the vertical distance between the
inverts of sewer line connections exceeds
thirty (38) inches, a drop connection shall
be constructed as shorn.
Precast reinforced manhole sections shall be
constructed in accordance with the provisions
of ASTM C -4784 current edition.
Use Drop Manhole "tee" where!
pipr diameter is 6 "or i9`
' JUL ;ti!
'.' STANDARD
�I MANHOLE .w..wT.iIA
T rPE "Ace
"ate" SHOWING DROP CONNECTION «' vonr
CITY OF BAKERSFIELD
CALIFORNIA S-7
ss
irw.` wru ENGINEERING DEPARTAtFNT
RW- a
PCC Siao not 00 be
ooured ✓nr., oovrng .s
in ,brace
.' ?'X2' Concrete Slob
Sowcut,
B finish r R r SOWcura
--Surface of Streef ! flirts* jr R.
C.G- a ip o �" 6E.vERAL NC T =S
o �„ s• •. �. t 4� All work shot/ conform to me. opo/rcob/e
Aggregate^ : o e . a o ` • , . _ a sect. ans of the specifications entirled
"= ondard Specificorons, State of
" California, Business and Transportanon Agency '
6" Department of Tronspartation, Latest Edition,
&a /ding POW ,, and these Genera/ Notes.
< .;~
t Vitrl ed C/o proe sho // be extra serer. Eb
conforming tome specifications of 4.STM,
Grahel� �, fk,T" Designation C700- 78
Pipe Collor
All Concre. , a shall be Class 'A" 6 sack(PcC)
2X2' Canrrefe Faerndation C /eonout frame Ind cover shotl conform
to *he Gry of BarersfreeStataard $ -B,
i
VCP Concrete she// have no additives unless prior
wriNen oApro►ol is obtoined from the City
i Engineer.
Concrete shall be cured with o wMtrA69mented
cura►g cooWwod per Sec 90- 471B of the
Starabrd Specifications
/ Standard //& bend Top of s/a ru she // be trowr/ed smooth and yvrcm a
/ 11911t broom f.%nish.
or this construction, sholibe obtained
/ from the City of Bakerslieta; oepwhywt of
;'taada•d Wye Public works.
90% Relative compaction is required for all
bock fill with,0 24w of the riser pipe.
'Removable V.CP. Bbt%Ldmg paper shall be olaCed be/weln the
' nc
p /u9 6 "carrtr tarmaofion and 4 canticle sip
F111 cavity behrer7 pipe Lndcaller with gravel to
within Jig -of tapafPM. Coa/k• retnaning l/2"
with intwegnated ookum to top at pipr to
orate a water fight sea /.
Collor shall be A CP, A83 pipe or VCP.
Finished pod to be i mop. below finished
poring surface.
The removable p!ag shall be V.GP• unless
prior written approval is obtained fn"
the City Engineer.
COMPACTION
,Limits at soy. i.imas of _V?i �1
1 Carrpactfon Compocron -- DETAIL
I I
f 1
I I
REVISE[) JUL 19
e.++ eeuwe.<
STANDARD 7 .01980
JANUAPY /5. ,.9/ 6fi .••••«
CLEAN -- OUT
........ hors+
CITY OF BAKERSFIELD
�r CALIFORNIA
<.•• . ".. .. ENGINEERING DEPARTMENT S-20
15 16 7
cW•- R
I So
2" Pattern
Lofton. i w High-
it Sew oroiaing �X
Blind Pick Hot* '
i" pattern Letters,
s- High
SECTION A- A
MANHOLE,
,1" iiettern Letters,
High
l
fn - 2 "x i" Dim
�7! mot pattern
{' deep
-1" Patlera Letters.
C High
Location for Country of Origin
k 12' f
SECTION 8-8
Iw
-� Machined
f Surfaces
10-j* (Cover
Toper
Fr
DETAIL A
GENERAL NOTES,
All Fromes and Caen sholl be tough. gray cast iron, fns
from warps, pocks, hotel. swells and Cold -shot, and
*hail have a workmanlike finish.
Castings shelf conform to the provisions of the
specifications for Groy - iron Coatings, Serial Designation
ASTM: A480otest revisionl.Close No. 308.
Ail Frames and Covers Mail be tested for oeeurat:y of
fit and shall be married in sets prior to delivery.
The seats of frames and bearing faces of the Cover*
shell be machined for a smooth non - rocking tit
between the two castings.
Castings shall be thoroughly clecasd std dipped twice
in a quick - drying, let -blocs asphaltic compound to
provide a protoctive Costing.
MIIOIId
�9
Iw
Pattern
Lefers, i.
High
CLEANOUT
The name of manufacturing cofflOwy shat l be on the under
side of the cover.
Manhole from shall weigh not less two 120 pounds or
morn that 270 cowed*, The cover +hall weigh not lase than
120 pounds or more than 200 pounds.
Manhole -c rs snail have a self draining mina pick We of ao.•rtr
type unless otherwise aoaroved by the City Engineer.
The 2" POttorn Letters on the manhole covers Mall have
on of the failowing designations QRAUj or AJ'%FW9fR,
ADDED STANDARDS APPLICABLE
TO 1MPORTEQ COVERS
1. Imported .avers and frame$ shall conform to Section 207 of the
Trade and Toriff Act of 1984.
2. The name of the country if other then The United States of
Americo, must be designated upside down and located on
the outside edge of the lid.
3. H a monhoie lid is imported, the none of the COmpony who re-
ceives the product must be designated on the underside of
the cover.
0
q -
>3
7 R l SG
i
1 0
I i �
ai
0
o
I 1 1
j
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N
w
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U
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cam -
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SHEET NO.
`-u'
OF
4