HomeMy WebLinkAbout6.2-585LIST OF DRA WINCS
SHEE T I TI TL E SHEE T
SHEE T 2 DETAILS & SECTIONS
SHEE T 3 SE WER PLAN & PROFILE
BENCHMARK
ow
KNEW
SEWER I M�PROVEMENTS
MONUMNET
TERRACE
WAY
INTERSECTION OF TERRACE WAY AND DELFINO DRIVE
EXIST WA TER L INE
ELEV= 381.86
EXIST
SEWER LINE
- W
BA SIS OF BEARING
CENTERLINE OF TERRACE WAY
S89 *24',38 "E
CITY STANDARDS
ST -12, SW -2, SW -5
SW -6, SW -7
STATE STANDARDS
CA L TRA NS S TA NDA RD SPECIFICA TIONS, ED. MA Y 2006
CONVENTIONAL SYMBOLS
EA SEMEN T EXIST CURB & CUTTER
RICH T- OF- WA Y - - - - - - - - - - EXIS F A. C FL 0 WL INE
CEN TERL INE EXIS F EDGE OF PA VEMEN T
RAILROAD TRACKS GUA RD RA IL
x CHAIN LINK FENCE IMPRO VEMEN TS
STREET LIGHT WIMAST ARM-'- i� BENCHMARK
C.O. CLEAN OUT
99 HVW TO STEPHENS DRIVE
Ell
LOCATION MAP_
SCALE.- I " = 200'
Ziff1 -1
I ci A 1!1
Ift
Job No.: EOK211
File Pcth: K: \LDD—ENGINEERING\KEN 702— Terrace Way Sewer
File Name: terrace way base.dwg
STATE OF CALIFORNIA
NO TE. -
TO BE BUILT BY CITY FORCES AND ANY NECESSA R Y
SUB - CON TRA C TORS.
THE CONTRACTOR SHALL CONTACT THE USA LOCATOR
SERVICE 1-800-642-2444, 48 HOURS PRIOR TO
EXCA VA TION.
PROJECT LENGTH
E S S
1DEAN
Cl)
C)
FTI
C 46803
Exp. 6-30-11
C/V�\-
OP CA0�
C�
0. 1 MILES
,AFPR1RC>V,iE�D ON":
RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-11
PUBLIC WORKS DIRECTOR
APPROVAL RECOMMENDED BY:
py-(& 11 , I - - Vff--
A�SISTANT PUBLIC WORKS DIRECTOR
CIVIL ENGIN�ER IV
��D SIGN ENGINEERING
SEWER IMPROVEMENTS
TERRACE WAY - 99 HWY TO STEPHENS DRIVE
Z -t
DATE
'11 -
DATE
DATE
NO
OF
3
SHEETS
0 1 2 3
(j)
uj
UTILITY
SYMBOLS
EXIST WA TER L INE
S
EXIST
SEWER LINE
- W
EXIST GAS LINE
SD
EXIST
STORM, DRAIN
— G
EXIST AERIAL
E
EXIS T
UNDERGROUND
— OH
LINES
POWER LINE
Tv
EXIS T UNDERGROUND
T
EXIS T
UNDERGROUND
—
TV CABLES
PHONE L INE
EXIS T OIL LINE
FO
EXIST
FIBER OPTIC LINE
— 0
M.H.
F.H.
MANHOLE
FIRE HYDRA N T
P.P.
W.M.
POWER POLE
WATER METER
W. V.
EXISTING MONUMEN T
><
WATER VALVE
G.M.
Foll
FU TURE MONUMEN T
z
GAS METER'
S.L.
G.v.
STREET LIGHT
N
CA S VAL VE
STREET LIGHT WIMAST ARM-'- i� BENCHMARK
C.O. CLEAN OUT
99 HVW TO STEPHENS DRIVE
Ell
LOCATION MAP_
SCALE.- I " = 200'
Ziff1 -1
I ci A 1!1
Ift
Job No.: EOK211
File Pcth: K: \LDD—ENGINEERING\KEN 702— Terrace Way Sewer
File Name: terrace way base.dwg
STATE OF CALIFORNIA
NO TE. -
TO BE BUILT BY CITY FORCES AND ANY NECESSA R Y
SUB - CON TRA C TORS.
THE CONTRACTOR SHALL CONTACT THE USA LOCATOR
SERVICE 1-800-642-2444, 48 HOURS PRIOR TO
EXCA VA TION.
PROJECT LENGTH
E S S
1DEAN
Cl)
C)
FTI
C 46803
Exp. 6-30-11
C/V�\-
OP CA0�
C�
0. 1 MILES
,AFPR1RC>V,iE�D ON":
RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-11
PUBLIC WORKS DIRECTOR
APPROVAL RECOMMENDED BY:
py-(& 11 , I - - Vff--
A�SISTANT PUBLIC WORKS DIRECTOR
CIVIL ENGIN�ER IV
��D SIGN ENGINEERING
SEWER IMPROVEMENTS
TERRACE WAY - 99 HWY TO STEPHENS DRIVE
Z -t
DATE
'11 -
DATE
DATE
NO
OF
3
SHEETS
0 1 2 3
(j)
uj
<
z
ry
III
M
<
ry
0
<
M
Li
0
n
0
00
-4:1-
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0
CN
0
_D
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0
-0
U)
Q)
C_
-0
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Q)
(n
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0
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0)
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LLJ
CY
III
LLJ
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Class 2 Portland
Cement Concrete. Color
and finish to match
adjacent pavement.
Sowct -
Portland Cement
44. 4 4-
40
Concrete
4,
4 4 4.:
a 0.
0"
3.0"
Select Material
(if required)
Bockrill
PA TCH IN CONCRE TE SURFA
Ashpattic Point
Binder
Sowcut
Ashpoltic Point
2525- (064n) -
1.5- (40mm) self
Binder
draining blind pick
. . . . .. . . .
fx;M�g Ashpalt
le
letters, 0.125'(3mm)
'e
. . . . . .
Concrete Pavement
Asphalt Concrete
0�(y 0 0
C 12'
0 0(30 0 0 (
T)picol each side
SEWER
on C
0 0 0 C
NO TES.
Class # Aggregate Bose
C
1. A# workmanship and moteriols sholl conform
letters, 0. 125 (Jmm)
high MAAWaE,
0
to the requirements set forth in the *Standard
country of origin
1=1
=,E]
Specifications, State of Coliibrob, Deportment
transition channel between
I 1= I 1EI I =i
t I Ed
of Tronsportotion, opproved current edition.
1=1 I IEEI I =1 I Mi 1= 1 1
I I - r�,z
2. Sawcuts shall be mode parallel or at right
CkW 002V
ITT .11 , 'L .
...
Backfill
angles to the centerline of the street
I Depth of select material if required shall be
PA TCH IN A SPHAL r CONCRETE SURFACE determined in the Aeld by the engineer.
not resting on pipe shall be blocked up and sealed
4. Patches less thon 2.0' train existing patches,
0.4'Ashpolt
6 Aff installations shall be inspected by the Public Works
edges of poynent, or gutter shall be extended
Concrete Surfacing
Asphaltic Point Binder
to include the intermediate isolated stro of
existing pavement.
Existing rood
mixed surfocin
and shall be installed in line on new pipelines, cut -in
tkss
5. Minimum patch width sholf be 2.0' at its
Mere incoming and outgoing
smallest dhnension, unless otherwise allowed by
M:
0 0 0
45' ma
I - I
the city engineer.
ct Moteriat
(if required)
0 0 0
sewer main.
6. Reference standards ST -IJ and ST -14 for
half of pipe shall only be
compoction requirement&
removed between walls and
HE 11 11
7. far patch in asphalt concrete unless otherwise
the broken edges shall be
El I 1=1 I 5d I I I I 1=
allowed by the city engineff:
plastered smooth with
11111 1 111-]
A. local streets minimum 0.4' aspholl concrete
Bocklill
over 05' Class # aggregate base.
PCC slob not to be poured until
8 Arterial and collector streets minimum 0)'
asphalt concrete over 1.0' Class IF aggregate base.
PA TCH IN ROAD MIXED SURFACE
rQX"W: ST-12mv
26L25* (06hn) -
_n%
I
2525- (064n) -
1.5- (40mm) self
high
draining blind pick
2
2.0" (50mm) pattern
IX MUM)
le
letters, 0.125'(3mm)
'e
ht
high
gh
A
A
4
SEWER
sewers 80- (0.2m) beyond
Notch lid to
find pick hole
See note 11.
1.0" (25mm) pattern
pattern
"
See Detail "A'
letters, 0. 125 (Jmm)
high MAAWaE,
high. Location for
7.
country of origin
I VCP saddles may hove either lugs or collars.
into existing sewer main shall
be plugged with poper before
transition channel between
cementing. Do not use ookun.
bore of the pipe and shall be scored on the inside of
its entire depth.
PLAN 14E
CkW 002V
ends of lower halves of pipes.
zi
32 5'
not resting on pipe shall be blocked up and sealed
SECTION A -A
NO TES.
1. A# frames and covers shall be tested for accuracy
of fit and shall be marked in sets prior to delivery.
2 The seats of frames and bearing faces of the covers
shall be machined for a smooth non -rocking fit between
the two costings.
J Castings shall be thoroughly cleaned and dipped twice
in a quick-orying, *t -block asphaltic compound to
propide a protective cooting.
4. A# frames and covers shall be gray cost iron, free
from warps, cracks, holes, swells and cold -shot, and
shall have a workmanlike finish. Highway loading should
be HS 20-44.
5 Costing shall conform to the provisions of ffie specifications
for gray -iron castings, seriol designation ASTY: A-48
(latest revision), Class No. 308.
6. The name of the manufacturing company shall be
on the underside of ffie cover.
7 Manhole frame shall weigh not less than 120 lbs
(54ky) nor more than 250 lbs. (113kq). The cover
shall weigh not less than 120 lbs (54kg) nor more
than 200 lbs. (91k9).
8. Manhole covers shall hove a self draining blind pick
hole unless otherwise opproved by the City Engineer.
0 75 (20m)
ITW
om)
IN4- -
a 5* (IJM)
vow Q"
SEC77ON B-9
ar (15,M)
-1 �_
- note 11.
1. 0 - (25mm) Dia.
center hole
'15mm) pattern
0
125" (Jmm)
high
CLEANOU T
(law
1/2 ) --I �-
10. 5 - (0.27m,
Toper
Frame
DE rA IL wA
Machined
surfaces
9. 7he 2.0* (50mm) pattern letters on the manhole covers
shall have one of the following designations.- DRAIN or SEHER
10. Assembly shall be designed for highway loading of HS 20-44.
11. 2. 0" x 1. 0' (56mm x 25mm) diamond mot 0 125" (5mm) deep.
FUNAW:
I
1.0" (25mm) pattern
I
letters, 0.125'(Jmm)
1.5- (40mm) self
high
draining blind pick
2
2.0" (50mm) pattern
hole
le
letters, 0.125'(3mm)
'e
ht
high
gh
A
A
4
SEWER
sewers 80- (0.2m) beyond
Notch lid to
find pick hole
See note 11.
1.0" (25mm) pattern
pattern
"
1.0" (25mm) pattern
letters, 0. 125" (5mm)
letters, 0. 125 (Jmm)
high MAAWaE,
high. Location for
Coast Standards of the cloy pipe institute.
country of origin
NO TES.
1. A# frames and covers shall be tested for accuracy
of fit and shall be marked in sets prior to delivery.
2 The seats of frames and bearing faces of the covers
shall be machined for a smooth non -rocking fit between
the two costings.
J Castings shall be thoroughly cleaned and dipped twice
in a quick-orying, *t -block asphaltic compound to
propide a protective cooting.
4. A# frames and covers shall be gray cost iron, free
from warps, cracks, holes, swells and cold -shot, and
shall have a workmanlike finish. Highway loading should
be HS 20-44.
5 Costing shall conform to the provisions of ffie specifications
for gray -iron castings, seriol designation ASTY: A-48
(latest revision), Class No. 308.
6. The name of the manufacturing company shall be
on the underside of ffie cover.
7 Manhole frame shall weigh not less than 120 lbs
(54ky) nor more than 250 lbs. (113kq). The cover
shall weigh not less than 120 lbs (54kg) nor more
than 200 lbs. (91k9).
8. Manhole covers shall hove a self draining blind pick
hole unless otherwise opproved by the City Engineer.
0 75 (20m)
ITW
om)
IN4- -
a 5* (IJM)
vow Q"
SEC77ON B-9
ar (15,M)
-1 �_
- note 11.
1. 0 - (25mm) Dia.
center hole
'15mm) pattern
0
125" (Jmm)
high
CLEANOU T
(law
1/2 ) --I �-
10. 5 - (0.27m,
Toper
Frame
DE rA IL wA
Machined
surfaces
9. 7he 2.0* (50mm) pattern letters on the manhole covers
shall have one of the following designations.- DRAIN or SEHER
10. Assembly shall be designed for highway loading of HS 20-44.
11. 2. 0" x 1. 0' (56mm x 25mm) diamond mot 0 125" (5mm) deep.
FUNAW:
I
I %.7 (1.qM1 OWL-T-
I
Pere inc ing and outgoing
licensed contractor who has the proper equipment and
sebvers in a manhole vory In
...;' . - -
size, extend lower halves of
must be constructed where carings ore mode. The
city inspector must observe the installation of saddles
sewers 80- (0.2m) beyond
to cores
2 Vitrirled cloy pipe saddles shall be extra strength cloy
inside of wall and shope
Cement Joint
Coast Standards of the cloy pipe institute.
Gaps formed by uneven hole cut
70
I VCP saddles may hove either lugs or collars.
into existing sewer main shall
be plugged with poper before
transition channel between
cementing. Do not use ookun.
bore of the pipe and shall be scored on the inside of
its entire depth.
PLAN 14E
5. Openings in existing sewer shall be mode only large
ends of lower halves of pipes.
zi
not resting on pipe shall be blocked up and sealed
with epoxy glue
6 Aff installations shall be inspected by the Public Works
Department of the City of Bakersfield prior to bockrill
7. For PVC and ABS pipe, fittings shall be in)ectian molded
and shall be installed in line on new pipelines, cut -in
tkss
fiffings are not permitted on new subdivisions or new
Mere incoming and outgoing
8 PVC or ABS saddles shall be rubber gosketed and
M:
sewers in b manhole are of
45' ma
I - I
"Y' must not extend into
the some diameter, the top
sewer main.
half of pipe shall only be
removed between walls and
the broken edges shall be
plastered smooth with
cement mortor.
PLAN AT SURFACE
PCC slob not to be poured until
R=O. 5" poving is in place. Slob and lid
(12mm) to be 0. 125' to 0.25" (Jmm to 6mm)
below new finished poving
20'Ak 80,
2:1 Mortor
Q, U7 -
Dry Packed
FAmL\
(law)
Special -J
Aggregate
(COICOreOUS)
SEC77ON
PLAN AT BOTTOM
NO TES:
1. A# work shall conform to the applicable sections of the
speciricotions entitled 'Standard Specifications, State of
California, Deportment of Transportation" approved
current edition.
2. Alf unlined manhole jbints shall be filled with Kent
seat or opproved block mastic equal. Inside of manholes
must be mortared and neatly raked or wiped on inside
of pipe.
J Pre cost reinforced manhole sections shall be constructed
in accordance with the provisions of ASIM C-478,
current edition.
4. Aff sewer monholes� for sewer lines larger than 18 * (0 46m)
in diometef, shall be lined with "T -Lock' or opproved equal.
5 Concrete pod shall be cured with a white pigmented
curing compound as per section 90- 7 016 of the standard
specifications
6. See standard drawing SW -6 for frame, cover, and
drop manhole details
7 Ah' channels shall be smooth Anished with steel trowel.
Shelf shall be broom Anished for slip resistar
rUNNX. SN�2rgv 1
FORNIA
CITY OF BAKERSFIELD., r""'ALI
EL E VA
rXCRAW: so-mv 1
PUBLIC WORKS DEPARTMENT
Sowcut & finish
.05' (15mm) RO�.
GrG V61
20' S 20' Mft 46M) comewe ra*WbAgn
A, h
6. 0' (0. 15m) Riser Pipe
Standard 118 Band
CLEANOUT SEC
NO TES:
1. All work shall conform to the opplicable sections of
the specifications entitled Standard Speciricotions;
State of Cofifornio, Business and Transportation Agency,
Deportment of Transportation' approved current edition.
2 Pipe material shall meet t 4.2
.3. A# concrete shall be Class V
4. Cleanout frame and cover shall conform to the City
of BakersAeld standard SW -6
5 Concrete shall hove no additives unless prior written
opprovol is obtained from the City Engineer.
6. Concrete shall be cured with a white pigmented curing
compound per Sec. 90- 7 018 of the standard specs.
7 Top of slob shall be troweled smooth and given a
light broom finish.
8 95Z relative compaction is required per city std. ST -IJ
File ftme: rerrace way bose
Job No.: EOK211
I
Dote: don. 12, 11
P. CC slob not to be poured
until poving, is in place
Sawcut & Finish
(15mm) Rod.
.0.5
Limits of 9
compaction
per ST -13
Limits of 957.
compaction
per ST -IJ
E
COMPACTION DETAIL
9. Building poper or plastic shall be placed between the
0. 5' (0. 15m) concrete foundation and 4.5 * (0. 12m) slab.
10 Fill cavity between pipe and collor with grovel to within
05" (15mm) of top of pipe. Caulk remaining 0.5' (15mm)
with opproved mastic to top of pipe for water tight seol.
11. Collor shall be VCP, ABS, or PVC pipe.
12. Finished PCC slob to be 0. 125' (3mm) min. and 0.25'
(6mm) max. below finished paping surface.
Drown: TMA
Engineer: TMA
Checked By
ravoix- SO-5KV
Y?
'(JIF E S S
DEAN
4-
0
- - C') C)
z-
( -D 1�z (�'
LLj
W C 46803
El -MVIL ENGINEER
-30-11
Exp. 6
Cl TY OF BAKERSFIELD
M
1507 TRUXTUN A VENUE
C
BAKERSFIELD, CA 93301 OF' C
REVISIONS
No. DA TE OESCRIP TION
Sjl\;7
271
371
59A rij
SEWER IMPROVEMENTS
TERRACE WAY - 99 HKIY TO STEPHENS DRIVE
L
SHEE T NO.
2 OF 3
TES:
F17NO
1. For pipes 6.0' (0. 15m) to 1.0' (O.Jm) in diamete; a
licensed contractor who has the proper equipment and
permits is considered an opproved agent and may core
into the city's lines or remove a section and construct
a wye or tee. For pipes 18" (0. 46m) or larger, a manhole
must be constructed where carings ore mode. The
city inspector must observe the installation of saddles
to cores
2 Vitrirled cloy pipe saddles shall be extra strength cloy
pipe and shall conform to the requirements of the West
Cement Joint
Coast Standards of the cloy pipe institute.
Gaps formed by uneven hole cut
70
I VCP saddles may hove either lugs or collars.
into existing sewer main shall
be plugged with poper before
4. 7he bell shall be true, circular and concentric with the
cementing. Do not use ookun.
bore of the pipe and shall be scored on the inside of
its entire depth.
PLAN 14E
5. Openings in existing sewer shall be mode only large
enough to admit all of saddle fitting. Lugs or collars
not resting on pipe shall be blocked up and sealed
with epoxy glue
6 Aff installations shall be inspected by the Public Works
Department of the City of Bakersfield prior to bockrill
7. For PVC and ABS pipe, fittings shall be in)ectian molded
and shall be installed in line on new pipelines, cut -in
fiffings are not permitted on new subdivisions or new
new main lines.
8 PVC or ABS saddles shall be rubber gosketed and
M:
shall be fastened by stainless steel bonds.
45' ma
I - I
"Y' must not extend into
sewer main.
FORNIA
CITY OF BAKERSFIELD., r""'ALI
EL E VA
rXCRAW: so-mv 1
PUBLIC WORKS DEPARTMENT
Sowcut & finish
.05' (15mm) RO�.
GrG V61
20' S 20' Mft 46M) comewe ra*WbAgn
A, h
6. 0' (0. 15m) Riser Pipe
Standard 118 Band
CLEANOUT SEC
NO TES:
1. All work shall conform to the opplicable sections of
the specifications entitled Standard Speciricotions;
State of Cofifornio, Business and Transportation Agency,
Deportment of Transportation' approved current edition.
2 Pipe material shall meet t 4.2
.3. A# concrete shall be Class V
4. Cleanout frame and cover shall conform to the City
of BakersAeld standard SW -6
5 Concrete shall hove no additives unless prior written
opprovol is obtained from the City Engineer.
6. Concrete shall be cured with a white pigmented curing
compound per Sec. 90- 7 018 of the standard specs.
7 Top of slob shall be troweled smooth and given a
light broom finish.
8 95Z relative compaction is required per city std. ST -IJ
File ftme: rerrace way bose
Job No.: EOK211
I
Dote: don. 12, 11
P. CC slob not to be poured
until poving, is in place
Sawcut & Finish
(15mm) Rod.
.0.5
Limits of 9
compaction
per ST -13
Limits of 957.
compaction
per ST -IJ
E
COMPACTION DETAIL
9. Building poper or plastic shall be placed between the
0. 5' (0. 15m) concrete foundation and 4.5 * (0. 12m) slab.
10 Fill cavity between pipe and collor with grovel to within
05" (15mm) of top of pipe. Caulk remaining 0.5' (15mm)
with opproved mastic to top of pipe for water tight seol.
11. Collor shall be VCP, ABS, or PVC pipe.
12. Finished PCC slob to be 0. 125' (3mm) min. and 0.25'
(6mm) max. below finished paping surface.
Drown: TMA
Engineer: TMA
Checked By
ravoix- SO-5KV
Y?
'(JIF E S S
DEAN
4-
0
- - C') C)
z-
( -D 1�z (�'
LLj
W C 46803
El -MVIL ENGINEER
-30-11
Exp. 6
Cl TY OF BAKERSFIELD
M
1507 TRUXTUN A VENUE
C
BAKERSFIELD, CA 93301 OF' C
REVISIONS
No. DA TE OESCRIP TION
Sjl\;7
271
371
59A rij
SEWER IMPROVEMENTS
TERRACE WAY - 99 HKIY TO STEPHENS DRIVE
L
SHEE T NO.
2 OF 3
ry
LLJ
m
ry
0
m
0
-j
a
6
00
0
W I
0. OLIVE OTREEr
go mHol rl
Cn
Q)
"' 1 387
384
381
Q)
3: --
Q)
cn
378
Q)
Q)
375
0
372
Li
10
CIN
TUI�E) 120.2 L F 6 SDR — j5 —S= 0. j5-7
INSTAL�. SOLVENT WELDED—
CAP UH HUHHH
GA SKE TED CA P
i
PH
m
SCALE
HORIZ I" = 30'
VERT I"= I'
PELFINO LANE OMPHEhIO 01KIEU
E S S /
OFAN
Cl)
REGIS T)FPFf)--ClY1L
--__AENGINEER C 46803
Exp. 6-30-1
RHVISIONS
-GHNHRAL NOTHS:
THE 4 HOUSES BEING PRO V
IDED SANITARY SEWER SERVICE
HA VE ANNEXED IN TO THE Cl TY THE 0 THER HOUSE AD,1A CEN T
TO THE SEWER LINE THAT ARE NOT RECEIVING SEWER SERVICE
ARE STILL LOCATED IN THE COUNTY
No.
DA TE
DESCRIP TION
2 ALL U TILI TY L OCA TIONS SHOWN ARE APPROXIMA TE ONLY, AND
Cl TY OF BAKERSFIELD
7507 TRUXTUN AVENUE
BAKERSFIELD, CA 93301 OFF C
C"4
CN
REPRESENT THE BEST INFORMA TION SUPPLIED BY THE VARIOUS
UTILITY COMPANIES. FINAL RESPONSIBILITY FOR LOCATING
UTILITIES IN THE FIELD IS THE CONTRACTOR'S
390
0. OLIVE OTREEr
go mHol rl
Cn
Q)
"' 1 387
384
381
Q)
3: --
Q)
cn
378
Q)
Q)
375
0
372
Li
10
CIN
TUI�E) 120.2 L F 6 SDR — j5 —S= 0. j5-7
INSTAL�. SOLVENT WELDED—
CAP UH HUHHH
GA SKE TED CA P
i
PH
m
SCALE
HORIZ I" = 30'
VERT I"= I'
PELFINO LANE OMPHEhIO 01KIEU
-0EWEIZ PLAN - rEgRACE WAY
12 14 15 16 17
C"4
CN
390
387
A PPR6
XIMA TE PA VEMEN T GRA D�.
7 ABOVE SEWER
APPROX)VATE
PAVEMENT GRADE
4BOVE SEWER
384
"Al
'too
LLJ
Ln
CN
Q�)
C\4
381
A
Z
CN
9 7n 7
...................................
378
�—�JJJ.5 LF 8'1
SDR—J5
A
CITY OF BAKERSFIELD, CALIFORNIA
W I TFRI /NF M-,
R� -.-L 0 CA TED BY
OFHERS
5EWE9 PROFILE - 7-EKKACE WAY
File NGme.- Terroce way bcse Dro wn: TMA
PUBLIC WORKS DEPARTMENT Job No.: EOK211 Engineer: TMA
Do te: Jon. 12, 11 Checked By.-
mLmuvt tx. /Z �)IU5 z
& CONSTRUCT NEW C-4
8 " SEWER LINE
WA TERLINE TO BE
RELOCA TEO BY
SEWER IMPROVEMENTS
TERRACE WAY - 99 HWY TO STEPHENS DRIVE
EX. 24'1 SS
(N C'14 rC,"4
375
372
SHEE T NO.
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