HomeMy WebLinkAbout6.2-617LIST OF DRA WINGS
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SHEET f T/TLE SHEET
SHEET 2 LOCAT/ON MAP
SHEET 3 SEWER PLAN &PROFILE—GASTRO LANE TO STA 28+75 j
SHEET 4 SEWER PLAN &PROFILE—STA 28+75 TO STA 38150 Q
SHEET 5 SEWER PLAN &PROFILE—STA 38+50 TO STA 48+25 �
SHEET 6 SEWER PLAN & PROFKE—STA 48+25 TO STA 58125 SEWER REHA BIL I TA TION
SACRAMENTO
SHEET 7 SEWER PLAN &PROFILE—STA 58125 TO SOUTH CHESTER AVF •�
SHEET 8 SEWER PLAN &PROFILE—STA 9+70 TO STA 15+25 sw FxnNcsco MITT V7�3L�MM��3�'II��D W
SHEET 9 SEWER PLAN &PROFILE—STA 15+25 TO STA 24125 MING AVE. FROM. GASTRO LANE TO SOUTH CHESTER AVE FRESNO �
SHEET 10 SEWER PLAN &PROFILE—STA 24+25 TO STA 35+40 BRUNDAGE LANE: FROM 'A' STREET TO CHESTER AVE
SHEET 11 SEWER PLAN & PROFILE—STA 35+40 TO CHESTER AVE
SHEET 12 STANDARD DETAILS
BENCHMARK
SEE SHEET 2
CITY STANDARDS
SW -2, SW -6, ST -12, & ST -13
STATE STANDARDS
NOT APPLICABLE
CONVENTIONAL SYMBOLS
--------EASEMENT
-- -- RIGHT—OF— WA Y
CENTERLINE
RAILROAD TRACKS
X CHAIN LINK FENCE
EX/ST. CURB & GUT7ET
----------------------------- EXIST. A.C. FLOWLINE
-- '�=------- ------- '-=-- EXIST. EDGE OF PA VEMENT
GUARD RAIL
IMPR0VEMEN7S
UTILITY SYMBOLS
W EX/ST WATER UNE
G EX/ST GAS UNE
OH EXIST AER/AL
LINES
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N CABLES
o EX/ST 0/L UNE
M.H.
• EXIST/NG MANHOLE
P.P.
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0 EXISTING MONUMENT
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SHEET f T/TLE SHEET
SHEET 2 LOCAT/ON MAP
SHEET 3 SEWER PLAN &PROFILE—GASTRO LANE TO STA 28+75 j
SHEET 4 SEWER PLAN &PROFILE—STA 28+75 TO STA 38150 Q
SHEET 5 SEWER PLAN &PROFILE—STA 38+50 TO STA 48+25 �
SHEET 6 SEWER PLAN & PROFKE—STA 48+25 TO STA 58125 SEWER REHA BIL I TA TION
SACRAMENTO
SHEET 7 SEWER PLAN &PROFILE—STA 58125 TO SOUTH CHESTER AVF •�
SHEET 8 SEWER PLAN &PROFILE—STA 9+70 TO STA 15+25 sw FxnNcsco MITT V7�3L�MM��3�'II��D W
SHEET 9 SEWER PLAN &PROFILE—STA 15+25 TO STA 24125 MING AVE. FROM. GASTRO LANE TO SOUTH CHESTER AVE FRESNO �
SHEET 10 SEWER PLAN &PROFILE—STA 24+25 TO STA 35+40 BRUNDAGE LANE: FROM 'A' STREET TO CHESTER AVE
SHEET 11 SEWER PLAN & PROFILE—STA 35+40 TO CHESTER AVE
SHEET 12 STANDARD DETAILS
BENCHMARK
SEE SHEET 2
CITY STANDARDS
SW -2, SW -6, ST -12, & ST -13
STATE STANDARDS
NOT APPLICABLE
CONVENTIONAL SYMBOLS
--------EASEMENT
-- -- RIGHT—OF— WA Y
CENTERLINE
RAILROAD TRACKS
X CHAIN LINK FENCE
EX/ST. CURB & GUT7ET
----------------------------- EXIST. A.C. FLOWLINE
-- '�=------- ------- '-=-- EXIST. EDGE OF PA VEMENT
GUARD RAIL
IMPR0VEMEN7S
UTILITY SYMBOLS
W EX/ST WATER UNE
G EX/ST GAS UNE
OH EXIST AER/AL
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N CABLES
o EX/ST 0/L UNE
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P.P.
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- EX/ST STORM DRAIN
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EXIST -UNDERGROUND
PHONE LINE
EX/ST FIBER
BENCHMARK
W
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F.H.
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W.M. M. WATER METER
W.V.
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G.M. .M.
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SCALEBLIC WORKS DIRECTOR Q
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GENERAL NOTES
390 R5 A
390 f. ALL UTILITY LOCA (IONS SHOWN ARE APPROX/MA >F ONLY,
AND REPRESENT THE BEST INFORMATION SUPPUED BY
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385 er$3 8 5 OF VERIMATION & ACCURACY IS E CONTRAC>& ARE PROWDED AS BEST POSSIBLE f7NAL �' BIUIY
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRONTO/NG
A TEMPORARY SEWER DI VERSION DURING MANHOLE
CONSTRUCTION ON MING AVENUE.
3 4. THE CONTRACTOR SHALL VER/FY THE LOCATION OF THE
DAMAGED 27" NYLON PW SUPUNER SEGMENT PRIOR TO
380 380 EXCAVATION AND CUTTING THE E k2S1JNG 30" HOST RCP.
' 5. THE VYLON 27" PVC SLIPUNER LOCATED WITHIN THE
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CITY OF BAKERSFIELD, CALIFORNIA /
Date: 5/5/14 Checked By-- r! GASTRO LANE TO SOUTH CHESTER AVENUE 3 of 12
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SCA AONST TO 6RADE MANHOLE FRAME AND CO
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GENERAL NOTES
390 390
N 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY,
AND REPRESENT THE BEST INFORMATION SUPPLIED BY
THE VARIOUS U77LITY COMPANIES fINAL RESPONSIBILITY
FOR LOCA TING U7IUAES /N THE RELD lS THE CONTRACTOR S
m2. SURVEY POINT ELEVA 110NS SHOWN ARE APPROX/MA IE ANL Y,
385 3 8 5 O AVRFEPROWDED AS RRCA 110V & A CCURACEST Y ISLE E CrVAL ONTRACTOR',�BIUTY
J THE CONTRACTOR SHALL BE RESPONSIBLE FAR PROVIDING
A TEMPORARY SEWER DIVERSION DURING MANHOLE
CONSTRUCT70N ON MING AVENUE.
4. THE CONTRACTOR SHALL VERIFY THE LOCATAN OF THE
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5. THE VYLON 27" PVC SLIPUNER LOCATED WITHIN THE
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Date: 515114 Checked By CASTRO LANE TO SOUTH CHESTER AVENUE 4 OF 12
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TO ALL NEW AND LXIS77NG SEWER MANHOLES
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PLAN F5 ADAIST TO GRADE MANHOLE RINGS; FRAME AND COVER
SCA PER CITY OF BAKERSFIEw STANDARD PLAN N0. SW -6.
HARI 40" INSTALL STANDARD SEWER MANHOLE CONCRETE PAD
VERT 11--4' PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW -2.
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GENERAL NOTES
390
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385
OF VERIRCA 77ON do ACCURACY IS THE CONTRACTOR'S
Q-) 5 THE CONTRACTOR SHALL BE RESPONS/QLE FOR PROVIDING
A TEMPORARY SEWER DIVERSION DURING MANHOLE
CONSTRUCTION ON MING A VENUE.
A THE CONIRACTOR SHALL VERIFY THE LXA77ON OF THE
380 DAMAGED 27" VYLON PVC SLIPUNER SEGMENT PRIOR TO
380 EXCAVATION AND CUT77NG THE EAIS77NG JO" HOST RCP.
5. THE VYLON 27" PVC 5LIPLINER LOCATED WfTHIN THE
EXISTING JO" RCP SHALL BE PROTECTED IN PLACE.
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Cl T Y OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT ✓ob No.: EOK205 En gin eer. BM
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64+00
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CITY OF BAKERSFIELD, CALIFORNIA
PROFILE
PUBLIC WORKS DEPARTMENT
File Name: EOK205
Job No.: EOK205
Date: 5/5/14
Drawn: DP
Engineer: BM
Checked By
390
385
375
370
3 /
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CONSTRUCT/ON NOTES
1l REPAIR DAMAGED MON PVC LINER BY CONSTRUCTING NEW
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FilTHIS ITEM DELETED
a TH/S ,TEM DELETED
® APPLY EPDXY MASTIC PRO TEC17VE LINING SYSTEM
TO ALL NEW AND EXISTING SEWER MANHOLES
PER SECTION 7-1.14 OF THE SPECIAL PROVISIONS.
0 ADJUST TO GRADE MANHOLE RINGS FRAME AND COVER
PER CITY OF BAKERSFIELD STANDARD PLAN N0. SW -6.
INSTALL STANDARD SEWER MANHOLE CONCRETE PAD
PER CITY OF BAK£RSRELD STANDARD PLAN NO. SW -2.
GENERAL NOTES
1. ALL U77UTY LOCATIONS SHOWN ARE APPROXIMATE ONLY,
AND REPRESENT THE BEST INFORMA 1701V SUPPUEO BY
THE VARIOUS U77UTY COMPANIES RNAL RESPONSIBILITY
FOR LOCA77NG U77LI77ES /N THE RELD IS THE CONTRACTOR'S
2 SURVEY POINT ELEVA77ONS SHOWN ARE APPROX/MA7E ONLY,
& ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY
OF VERMA7TON & ACCURACY IS THE CONTRACTOR'S
J THE CONTRACTOR SHALL BE RESPONSIBLE FAR PROVIDING
A 7EMPORARY SEWER DI VERSION DURING MANHOLE
C0167RUC770N ON MING A VENUE.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE
DAMAGED 27" MON PIC S'LIPLINER SEGMENT PRIOR TO
EXCAVA77ON AND CUTTING THE EMS77NG 30" HOST RCP.
5. THE MON 2.7" PVC SL/PUNER LOCATED WITHIN THE
EXIS71NG 30" RCP SHALL BE PR07ECTL-D IN PLACE.
SEWER PLAN & PROFILE
SEWER REHABILITATION, MING AVENUE
GASTRO LANE TO SOUTH CHESTER AVENUE
CITY RECORD No.
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-
- ---
------
f\
f\ 1\
------
- ---
------
------
-----
------
------
-----
------
- - - - - -
\
28 LF
EXISTING 27" PVC
IN 30" RCP
I22
LF EXISTI
G 27" PVC IN 30
RCP
0S=
0.119
Ij
0S=-0.11%
�
�
9h
� � 69
9°
��6
9
69� ��
EXISTING42N0
SEWER MAIN
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....... _
_....._......� _ .__...
.� ._...._,.. ..
-,��'� —,��4•
— — — ---
— — ,._.._._...,_.
l
-� _
®— _ ®_
_ ®, ._.. ,._. _..,
6
Z
13 LF EXIS
ING 27" PVC IN
" RCP 0 S=-0.1
0
362 LF EXI
3 TING 30" VCP 0
=-0.11%
213 LF EXIS
NG 30" VCP 0 S
–0.119
- - -
-- - - - - - -
- - - - - -
- - - -
19 LF EXlS71
- - - - - - -
G 27" PVC IN 30
- - - - - - --
RCP
- - - - - -
- - - -
0 S=-0.119
CITY OF BAKERSFIELD, CALIFORNIA
PROFILE
PUBLIC WORKS DEPARTMENT
File Name: EOK205
Job No.: EOK205
Date: 5/5/14
Drawn: DP
Engineer: BM
Checked By
390
385
375
370
3 /
4
CONSTRUCT/ON NOTES
1l REPAIR DAMAGED MON PVC LINER BY CONSTRUCTING NEW
CONCRETE STRUCTURE, TYPE A SEWER MANHOLE PER
SECTION 7-1.13 OF THE SPECIAL PROVISIONS
FilTHIS ITEM DELETED
a TH/S ,TEM DELETED
® APPLY EPDXY MASTIC PRO TEC17VE LINING SYSTEM
TO ALL NEW AND EXISTING SEWER MANHOLES
PER SECTION 7-1.14 OF THE SPECIAL PROVISIONS.
0 ADJUST TO GRADE MANHOLE RINGS FRAME AND COVER
PER CITY OF BAKERSFIELD STANDARD PLAN N0. SW -6.
INSTALL STANDARD SEWER MANHOLE CONCRETE PAD
PER CITY OF BAK£RSRELD STANDARD PLAN NO. SW -2.
GENERAL NOTES
1. ALL U77UTY LOCATIONS SHOWN ARE APPROXIMATE ONLY,
AND REPRESENT THE BEST INFORMA 1701V SUPPUEO BY
THE VARIOUS U77UTY COMPANIES RNAL RESPONSIBILITY
FOR LOCA77NG U77LI77ES /N THE RELD IS THE CONTRACTOR'S
2 SURVEY POINT ELEVA77ONS SHOWN ARE APPROX/MA7E ONLY,
& ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY
OF VERMA7TON & ACCURACY IS THE CONTRACTOR'S
J THE CONTRACTOR SHALL BE RESPONSIBLE FAR PROVIDING
A 7EMPORARY SEWER DI VERSION DURING MANHOLE
C0167RUC770N ON MING A VENUE.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF THE
DAMAGED 27" MON PIC S'LIPLINER SEGMENT PRIOR TO
EXCAVA77ON AND CUTTING THE EMS77NG 30" HOST RCP.
5. THE MON 2.7" PVC SL/PUNER LOCATED WITHIN THE
EXIS71NG 30" RCP SHALL BE PR07ECTL-D IN PLACE.
SEWER PLAN & PROFILE
SEWER REHABILITATION, MING AVENUE
GASTRO LANE TO SOUTH CHESTER AVENUE
CITY RECORD No.
0
SHEET NO.
7 OF 12
1 2 3
Q�pFESS/DNS
pEAN
2
u_ j RVILEGISTERED l NGIN ER C 46803
Q W .* Exp.6-30-15
CITY OF BAKERSFIELD s�
Wtz 1501
BAKERSFIELD NCAV 9330/ qTF OFIOA�-�F
__ rn , EXISTING GUTTER
FLowL/NE CQZI C REVISIONS
No. DATE DESCRIPTION
— — ---_ _ ________ �._ -- �- — __ - - -- N
BRUNDAGE LANE 5 +
3L s
. — 10400 4 STREET I 2
•----. __„_„„ „® ,M.H. ----- -
11 0
_ _ 1400 _ 13100 _ 14 00 15 00 Q
-T 07 w
/ G 0 0 I
I= 4 //
000 Ld
-� -- -- r R,W T D w
riwU)
I Q EX/STING 1810 GRCP �i
U �„ SEWER LINE Q Q
0j�
CONSTRUCT/ON NOTES
F—
U) / I �1 NOT USED
Z J/
Q O
V)
I U
Z �2 NOT USED
PLAN SCALE I E N°T USED
' HOR/7 l!-40'
VERT 1 =4 ® APPLY EPDXY MASPC PROTECTIVE LINING SYSTEM
TO EAIS11NG TWFR MANHOLES
PDR SECPON 7-1.14 OF NE SPECIAL PRO WRONS
E5 AD bST TO GRADE MANHOLE R/NG-� FRAME ANO COVER
PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW-6.
INSTALL STANDARD SEWER MANHOLE CONCRETE PAD
PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW-2.
0
6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
N
O
0
GENERAL NOTES
395 395
1. ALL UPUTY LOCA PONS SHOWN ARE APPROX/MA TE ONL Y,
o AND REPRESENT THE BEST /NFORMA PON SUPPLIED BY
THE VARIOUS UAUTY COMPANIES. FlNAL RESPANS/B/UTY
FOR LOCA PNG UPUPES /N 1HE FIELD IS THE COANTRACTOR'S
�I
Q 2 & ARE PRO DED ASSURWY PONT AB ST POSSIBLE. FINAL RESPOIV81UTY'
m 390 390
OF VER/fICAPOYV &ACCURACY /S THE CANTRACTOVT S
0
a
385 385
c
4d...... .... L--/— — —1 — — — —
380
380
Q
.0
0
375 375
w
0
0
w
0
N
I
PROFILE r
N
Q I,17
W �•
SEWER PLAN & PROFILE
z I CITY RECORD No.
oFile Name: BASE_E3K206.dw Drawn: DP SEWER REHABILITATION BRUNDAGE LANE SHEET ��o.
CRY Y OF BA KERSI I L D, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E3K206 En qin eer BM
Date: 5/5/14 Checked By. Afs'k
'A' STREET TO CHESTER AVENUE 8 of '12
0 1 2 3
� = N Z
Q � AP ROX/MA TF EX/S G Q �
��. PA MENT GRADE
oQ Q o )'9
II
,ape
If
II
II
--
o
S=—O.l2q
QROF ESS / oNq
�<c0 DEAN
Q I REGIST ED VIL NG NEE C 46803
I
Q * Exp. 6-30-15
CITY OF BAKERSFIELD C � ��`z-
m o = � I W 1501 TRUX D NCAV NUE/ qTF OFA C�
BAKERSF EL ,
J Cn
- � EX/SANG GUTTER �I N Z REVISIONS
C) Q Q ,� , FL0KLINE Q Q
c� = I `'' `" ' o o � W I J I No. DA TE DESCRIPTION
�' c� cam►
I
�- -- t
LO _ I �� R/WLO SD I N
4 STREET C I N O
Q _ _ 1 0 _ — 1 0 Zx-000 — _ 19-too _ 20 00 21 5 4
V) W s s — —$-- 8 _ X00 _ .�,. 22 00 _ 23 0o_ _ _ 2#00 w
i r I BRUNDAGE LANE s - 4
_zw ___ __ __ _ 0 zW
W-- -- -- -- --' -- -- ! R W LJ L'i
J W --
v � (n
= I � i I I I � r---� -- I v
< � �, m CONSTRUCT/ON NOTES
CIO
I EXISTING 1810 GRCP� � � SEWER LINE 8E
RCP I
10 NOT USED
SEWER LINE
�8E
z M NOT USED
uv Q�
I PLAN CA I El NOT USED
HOR/Z l--40'
VERT 1`4'
4 APPLY EPDXY MASAC PR07EC77VE LIN/NG SYSTEM
TO EXISANG SEWER MANHOLES
PER SECTION 7-1.14 OF THE SPECIAL PROVISIONS.
�5 AD,#VST TO GRADE MANHOLE R/NG5� FRAME AND COVER
PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW-6.
INSTALL STANDARD SEWER MANHOLE CONCRETE PAD
oa PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW-2.
0
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
N
0
O
GENERAL NOTES
Ix
395 395
1. ALL UALITY LOCA AGNS SHOWN ARE APPROXIMATE ONLY,
o AND REPRESENT THE BEST INFORMA 110N SUPPLIED BY
THE VARIOUS UALITY COMPANIES RNAL RESPONS/BIUTY
FOR LOCA ANG UAUAES /N THE RELD IS THE CONTRACTOR'S
W�
2. SURVEY POINT ELEVA AONS SHOWN ARE APPROX/MA TE ONLY,
m'390 & ARE PROVIDED AS BEST POSSIBLE. RNAL RESPANSIBIUTY
390 OF VFRIMA AAN do ACCURACY IS THE CONTRACTOR'S
0
a.>
a
385 385
J
c
m
� 380 380
Q
c23
375 375
w
0
0
w
0
N
0
PROFILE
N
Z
W♦ r y
SEWER PLAN & PROFILE
CITY RECORD No.
o File Name: BASE-EJK206.dw Drawn: DP SEWER REHABILITATION BRUNDAGE LANE SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E3K206 Engineer. BM
Date: 5/5/14 Checked By.• /t%J`,�
'A' STREET TO CHESTER AVENUE 9 OF 12
0 1 2 3
A � N
Q�
��� APPROX/M TE EX/S71NG
W ,��'�• � � PAVEMENT GRADE �u
0
-- ------ ----- ------ ----- ----- ------ ------ -- -- ------ ------ ----- COQ
II — —
II �1
II II
II II
I II
I! I W
1 I
II o� it W o�
466 LF XISTING 18" GRCP
®S=-0.07%
310 LF
ISTING 21 " GRCP
S=-0.069'
0
0
0
0
�a
m
Vs
i
< ..
o=
LI�u' 1
PLAN -
W
Q1LO
SCALE
HORIZ 1`40'
i
Z VERT 1'=4'
CN
+
SD
Q0)
5
F-4
V)~
W5
I
00 — 2401
-
=
W
zW
J LLJ
— �—
Gi
I
Q
I
I
c�
395
385
375
25+00 26+00 27+00
s
R
I �R/w
---_-
SO —
ANE
-00
28+00
29+00
30+00
31+00
32+00
r
i
Q ,0FESS/ONq
OF -AN
• OF
REGIS FREDl�LNGINE RC 46803
* Exp.6-30-15
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE qT OF CA1-�F�
F C1�
BAKERSFIELD, CA 93301 F
J
REVISIONS
j No. DA TE DESCR/P TT ON
I
- SCS m E•- � 3 / /
V) W
3--00 — —I I �
s W
zW
0 J W
-- -1 U
F -
i CONSTRUCT/ON NOTES
EINOT USED
I
�2 NOT USED
a NOT USED
® APPLY EPDXY MASTIC PROTECTIVE UN/NG SYSTEM
TO EXISTING SEWER MANHOLES
PER SECTION 7-114 OF THE SPECIAL PROVISIONS
0 ADJJST TO GRADE MANHOLE R/NG-� FRAME AND COVER
PER GTY OF BAKERsgaD STANDARD PLAN N0. SW -6.
INSTALL STANDARD SEWER MANHOLE CONCRETE PAD
PER CITY OF BAKERSFlELO STANDARD PLAN NO. SW' -2
33+00
< ..
LI�u' 1
PLAN -
SCALE
HORIZ 1`40'
Z VERT 1'=4'
28+00
29+00
30+00
31+00
32+00
r
i
Q ,0FESS/ONq
OF -AN
• OF
REGIS FREDl�LNGINE RC 46803
* Exp.6-30-15
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE qT OF CA1-�F�
F C1�
BAKERSFIELD, CA 93301 F
J
REVISIONS
j No. DA TE DESCR/P TT ON
I
- SCS m E•- � 3 / /
V) W
3--00 — —I I �
s W
zW
0 J W
-- -1 U
F -
i CONSTRUCT/ON NOTES
EINOT USED
I
�2 NOT USED
a NOT USED
® APPLY EPDXY MASTIC PROTECTIVE UN/NG SYSTEM
TO EXISTING SEWER MANHOLES
PER SECTION 7-114 OF THE SPECIAL PROVISIONS
0 ADJJST TO GRADE MANHOLE R/NG-� FRAME AND COVER
PER GTY OF BAKERsgaD STANDARD PLAN N0. SW -6.
INSTALL STANDARD SEWER MANHOLE CONCRETE PAD
PER CITY OF BAKERSFlELO STANDARD PLAN NO. SW' -2
33+00
CITY OF BAKERSFIELD, CALIFORNIA
PROFILE
PUBLIC WORKS DEPARTMENT
File Name: BASE-EJK206.
Job No.: EJK206
Date: 5/5/14
Drawn: DP
Engineer: BM
Checked By
395
390
385
375
GENERAL NOTES
1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY,
AND REPRESENT THE BEST INFORMATION SUPPLIED BY
THE VARIOUs U11UTY COMPAN/ES. FlNAL RESPONS/BIUTY
FOR LOCA TING UTIUTIES /N THE FlELD IS THE CONTRACTOR'S
2. SURVEY POINT ELEVA TIONS SHOWN ARE APPROX/MA 7E7 Olt Y,
& ARE PROVIDED AS BEST POSSIBLE. RNAL RESPONSIBILITY
OF VERIFlCA TION & ACCURACY IS THE CONTRACTOR'S
SEWER PLAN & PROFILE
SEWER REHABILITATION BRUNDAGE LANE
'A' STREET TO CHESTER AVENUE
I C) - 617
CITY RECORD No.
SHEET N0.
10 OF 12
0 1 2 3
W
W 6�
W ���
W
N��
°�
AP
ROX/MA TE EX/S n
qG
��1
pQ OQ
�Q �F
OF
OF
pQ
-
----Z
I
�Q
-----
------
------
-----
------
-----
h
OQ
-----
PA
- - - - -
MENT GRADE
------
-----------
1
I
�pQ
----
II
-- -�-
II
---- z
II
-----
-----
II
fl
fl
II
I
li
II
II
it
II
I
II
II
II
II
II
11
I
II
II
II
II
II
II
II
7
II
II
II
� Z
I
II
II
II
t—"�W
6
11 4�11
I I
o
g5
—
S--0.059
310
F EXISTING 21" G
CP 0 S=-0.019
20
LF EXISTI
G 21"
GRCP 0 S=-0.15
109 LF EX/
T. 21" GRCP
61 EXIST. 21
' GRCP 6—LF EX1
T. 21'" GRCP
—
®
— — — — . _
._. — .-..-.. _
..._...�..�...�.._
_.._ ...� ._......_.._
_.... —
—
- _ _ _ _ —
_ ®o
—
_ _ - _
®0 S
-0.149
0 S=-0.1
0 0 S
-0.13q
S
0.189
�
_
_
_ — — _ -
— ® _
o
z
CITY OF BAKERSFIELD, CALIFORNIA
PROFILE
PUBLIC WORKS DEPARTMENT
File Name: BASE-EJK206.
Job No.: EJK206
Date: 5/5/14
Drawn: DP
Engineer: BM
Checked By
395
390
385
375
GENERAL NOTES
1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY,
AND REPRESENT THE BEST INFORMATION SUPPLIED BY
THE VARIOUs U11UTY COMPAN/ES. FlNAL RESPONS/BIUTY
FOR LOCA TING UTIUTIES /N THE FlELD IS THE CONTRACTOR'S
2. SURVEY POINT ELEVA TIONS SHOWN ARE APPROX/MA 7E7 Olt Y,
& ARE PROVIDED AS BEST POSSIBLE. RNAL RESPONSIBILITY
OF VERIFlCA TION & ACCURACY IS THE CONTRACTOR'S
SEWER PLAN & PROFILE
SEWER REHABILITATION BRUNDAGE LANE
'A' STREET TO CHESTER AVENUE
I C) - 617
CITY RECORD No.
SHEET N0.
10 OF 12
0 1 2 3
QROFESS Io
DEAN R,y�t01G'
/~GINw m I I I REGIS RED C/ VlL N EE C 46803
i W Z * Exp.6-30-15
CITY OF BAKERSFIELD
U 1501 TRUXTUN AVENUE qTF 0m\-
=) I I BAKERSFIELD, CA 93301 OF CPU\F
l . 41 + w M
cnREVISIONS
QzEXIS77NG GUTTER
0QzFLOKINE No. DA TE DESCRIPTION
(h o 0 0 0 �� o �� I— ,
Z
a 0 I — BRUNDAGE LANE �...R
3
` SD STREET C
LTJ 35 0 _ 36 0 _ SO
�_~— — — — �s
w V) 4 — —
z w s ;" 5 4 M.�. M,�.
r - -- -�
I
---
o W CONSTRUCT/ON NOTES
o
NOT USED
EXISTING 2110 GRCP W
SEWER LINE j 20 NOT USED
PLAN NOT USED
� 0
SCALE Z
"— ' I� 4 APPLY EPDXY MASTIC PROTECAVE UN/NG SYMM
HOR/Z 1 —40 TO EXISANG SEWER MANHOLES
VERT 1 —4 Z) PER SEC7701V 7-1.14 OF THE SPECIAL PROVISIONS
0
ADJUST TO GRADE MANHOLE RINGS, FRAME AND COVER
PER CITY OF BAKERSFIELD STANDARD PLAN NO. SW' -6.
o AD
PER CITY OF BAK SFIELD STANDARD PLAN NO. PSW-2.
0
34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00
N
O
O
GENERAL NOTES
395 395
N 1. ALL UTILITY LOCATIONS SHOWN ARE APPROXNMATF ONLY,
AND REPRESENT THE BEST INFORMATION SUPPLIED BY
THE VARIOUS UTIUTY COMPANIES. RNAL RESPONSIBIUTY
FOR LOCATING UTILITIES IN THE FIELD /S THE CONTRACTOR'S.
W
m 2. SURVEY POINT ELEVA T ]ONS SHOWN ARE APPROANA 7F ONL Y,
& ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBILITY
390 390 OF VERIRCA 7101V do ACCURACY IS THE CONTRACTOR'S
J
385--
385
QJ
C
m
380 380
Q
c
0
w
375 375
0
0
W
0
N
I
0
PROFILE
N
Z
7
SEWER PLAN & PROFILE
- 1
CITY RECORD No.
File Name: BASE-EJK206.dw Drawn: DP SHEET NO.
CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E3K206 En gin e er: BM SEWER REHAB/LI TH TION BRUNDAGE LANE
Date: 5/5/14 Checked By //V" 'A' STREET TO CHESTER AVENUE 11 OF 12
0 1 2 3
QCT QCT
,COQ APPROX/M 1F EXISTING � 0�
------ ----- ------ ------ ----- ------ ------ ----- — ---- ------ ---- -- PAVEMENT GRADE --- ----- --- COQ
I I
II II I
�I
I #
II I
I EXlS71NG � I
� JO" RCP �_ I
g I i
5 3 LF EXISTING 21 " GRCP ®S=-0.18 — — �' — � "-` — — `� �""" ® �` °-- -�- --- -- ..W...
— �..- --- — -...... ® .-- — -- --- — --- --- — _...-....._. ,..,....,�... ®—
—'
,._., .._.
®,,,.._.., ..�... ®.-..
._._.
358
EXlST1NG 21 p G
P � S=- 0.319
j
��
Class A' Portland
///--- Cement Concrete. Color
and finish to match
Sawcut / adjacent pavement.
Existing
Gement
° .:• • . $ : e. • ° :.° : a < `� •� Concrete
° 4
.ao• ° .
Select Material
(if required)
PATCH IN CONCRETE SURFACE
Ashpaltic Point
Binder
Sawcut
Ashpoltic Paint
AN GM 7W
001011tsm
s Depth wries depending on the
Binder
Where incoming and outgoing -
oRAwN
�- Existing Ashpalt
':�•? •.. :::.: ;,:.
I
sewers in o manhole wry in
Concrete Pavement
Asphalt Concrete
0 0 0 0 it
(0.3m)
size, extend lower halves of
0 0 0 0 0 Typical
each stale
•
O 0 O
NOTES•
Goss 11 Aggregate Base
SW -2
L Afl radmansho and materfds Aof ccnArm
�;. "'
O O O 0 O
to rhe reQure tr set forth in the 'Standard
inside of wall and shape
- - - -I -I
Denf
compaction in all other areas o
I i I I I I
�Stote��
ofr'm
�.
I -I I 1==TIS T7=TI I=III-III
2 SowDuts shay be made pard/et or at rot
Backfill k pipe zone compacted
Bads J
angles to the cmtathe of the sheet
PATCH IN
ASPHALT CONCRETE SURFACE
3 Depth of select m01e64; N fWikec( shah be
detarmbw in the fwd by me wghw.
zone to conform to notes 1, 2
-
4 Patches fess than 20' (aft) ham existing parte&
0.4' (0.1m) Ashpoltedges
of pa ant or gutter sh41 be extended
Concrete Surfacing
Asphaltic Point Binder
a isolated Ar of
Existing rood
mixed surfacing
+
5 Minimum patch r1dHn shall be 20'(04n) of its
smd/est dam=, unless otherwn avowed by
Where incoming and outgoing
0 0 0 0
the city mgkee:
Select Material
(if required)
0 0 0 0 0
6. Reference standards ST -13 and ST -14 for
flex�/e P' as per
conpantim requirements
j
I I -I I I=1 1=I I I -I I -I I -I
7. Ford► ie asphdt canemle unless otherrzne
(or ASTM D1557, Method 'C9 for trench width greater than 1.0' (0.3m).
1 J
I -III -III -III
allowed y the dty mghw
L Badkfill for Rigid Pipe,
I-III=1 I -III
T=1 11= -fl -ITI--III-111-1 1
A. lord streets mkinum e,4' (a 1m) asphalt
Wity of the Developer / Subdiwder / Contractor. The number
the broken edges shall be
concrete over a5'(0.15n) pass Aaggregate
less than 20 and shall conform to the following grading
plastered smooth with
B. Arterial and cof�ctor streets meinum a7' Sn)
listed in Section 6-3.01 of the Standard Spec fcati^ (or
cement mortar.
Whdt concrete over 1.0' (a,in) aria l/ aggregate base.
PATCH IN ROAD A41XED SURFACE
R=0.5'
R=0.5'
P. slob not to be poured until
FILENAME: ST-12REV
2rm At AMI.
(5ftJaa►►
T
2.• 1 Mortar,
.4 Dry Packed
= 4
.]""" (CAO
Shelf slope is 8.339
•^j,:.'1 (a IAF 1 � �.:i .:+•
°• r • v a .ar ° •... :Clete '
4it9' ,43m
Special
Aggregate
(Calcareous)
CITY OF BAKERSFIELD, CALIFORNIA
APPROVED
SECTION
Shelf
NO TES.
Shelf
j In/et j
I
1
PLAN AT BOTTOM
1. All work shill conform to the applicable sections of the
specifications entitled 'Standard Specifications, State of
California, Department of Transportation, approved
current edition.
2. All unlined manhole pints shd/ be filed with Kent
sed or approved black mastic equal Inside of manholes
must be mortared and neatly raked or wiped on inside
of pipe.
J. Pre cast reinforced manhole sections shall be constructed
in accordance with the provisions of ASTM 0-478,
current edition.
4. All sewer manholes for sewer lines larger than 18' (0.46m)
le diameter, shall be /ked with 7 --Lock' or approved equal
5 Concrete pad shall be cured with a white pigmented
curing compound as per section 90-7.018 of the standard
specifications.
6. See standard drawing SW -6 for frame, cover, and
drop manhole details
7. Alf channels shall be smooth fn/shed with stew trowel. I
Shelf shall be broom rkished far sly resistance
i d h111�1
NrD 1H
AN GM 7W
001011tsm
s Depth wries depending on the
STANDARD
Where incoming and outgoing -
oRAwN
1
':�•? •.. :::.: ;,:.
I
sewers in o manhole wry in
'
1
•. , ;�`:.::.;:
I
size, extend lower halves of
TYPE "A"
median area,; and in olleA within
•
���
1
sewers 8.0'(0.2m) beyvnd
SW -2
CALIFORNIA
�;. "'
;
11
inside of wall and shape
Bockrrll compacted to 90Z relative
AND COMPACTIONSDAtE
compaction in all other areas o
®
by mechanical tamping.
�.
i
transition channel between
ends of lower halves of pipes.
Backfill k pipe zone compacted
N.T.S.
to 909 relative compaction.
Backfill material within the pipe
Upper limit of pipe zone shall be 1.0' (0.3m)
above top of pipe bell or the outside diameter
zone to conform to notes 1, 2
-
of plain end pip&
and J.
40 For public utilities , construction
`
Hounching
•, r�.:.:`::..
+
;
Where incoming and outgoing
Utilities Commission General Orders
1
•:::.�`::..::
6.0' 0.15m
kg M &rid for
sewers in a manhole are of
flex�/e P' as per
ConcrBf@'�: •' .'••" •.s.': •;•
j
the some diameter, the top -
L____
(or ASTM D1557, Method 'C9 for trench width greater than 1.0' (0.3m).
half of pipe shall only be
If trench width is less than 1.0' (O,3n), backhfl with 2 sack slurry.
L Badkfill for Rigid Pipe,
removed between walls and
Backfill materia/ within the pipe zone shall be free of
Wity of the Developer / Subdiwder / Contractor. The number
the broken edges shall be
and location of the tests shd/ be determhed by the City
less than 20 and shall conform to the following grading
plastered smooth with
Sieve Size Percentage passing
listed in Section 6-3.01 of the Standard Spec fcati^ (or
cement mortar.
ASTM 01557, Method Ci
PLAN AT SURFACE
R=0.5'
R=0.5'
P. slob not to be poured until
(12mm)
powng is in place Slob and lid
to be 0.125' to 0.15' (Jmm to 6mm)
below new finished powng.
2rm At AMI.
(5ftJaa►►
T
2.• 1 Mortar,
.4 Dry Packed
= 4
.]""" (CAO
Shelf slope is 8.339
•^j,:.'1 (a IAF 1 � �.:i .:+•
°• r • v a .ar ° •... :Clete '
4it9' ,43m
Special
Aggregate
(Calcareous)
CITY OF BAKERSFIELD, CALIFORNIA
APPROVED
SECTION
Shelf
NO TES.
Shelf
j In/et j
I
1
PLAN AT BOTTOM
1. All work shill conform to the applicable sections of the
specifications entitled 'Standard Specifications, State of
California, Department of Transportation, approved
current edition.
2. All unlined manhole pints shd/ be filed with Kent
sed or approved black mastic equal Inside of manholes
must be mortared and neatly raked or wiped on inside
of pipe.
J. Pre cast reinforced manhole sections shall be constructed
in accordance with the provisions of ASTM 0-478,
current edition.
4. All sewer manholes for sewer lines larger than 18' (0.46m)
le diameter, shall be /ked with 7 --Lock' or approved equal
5 Concrete pad shall be cured with a white pigmented
curing compound as per section 90-7.018 of the standard
specifications.
6. See standard drawing SW -6 for frame, cover, and
drop manhole details
7. Alf channels shall be smooth fn/shed with stew trowel. I
Shelf shall be broom rkished far sly resistance
PUBLIC WORKS DEPARTMENT
File Name: EOK205
Job No. EOK205 & E
Date: 5/5/14
pbMrns/f
FILENAME: SW-2REV
NrD 1H
AN GM 7W
001011tsm
s Depth wries depending on the
STANDARD
hider
1.0 aim wider 4,0 both &Wm both sklm
oRAwN
Backfill compacted to 959 relative
20'(Qitrn) or mos
JCAJ99
compaction in roadway areas from 3.0'
'
SCE•
MANHOLE
all but the outer 1.0' (D kn) of the
SHAW
SCALE
TYPE "A"
median area,; and in olleA within
N.T.S.
SHEET NO.
CITY OF BAKERSFIELD
SW -2
CALIFORNIA
inprovenents
CHECKED
PUBUC WORKS DEPARTMENT
8.5 OR MORE 2.5' (0.75m)
PUBLIC WORKS DEPARTMENT
File Name: EOK205
Job No. EOK205 & E
Date: 5/5/14
pbMrns/f
fhib Sade
NrD 1H
AN GM 7W
001011tsm
s Depth wries depending on the
10(a.Tm) or Am
hider
1.0 aim wider 4,0 both &Wm both sklm
streets Traffic Index (TI..). See
Backfill compacted to 959 relative
20'(Qitrn) or mos
Table 'B' below
compaction in roadway areas from 3.0'
'
(0.9m) beyond back of curb, excluding
Zone TRAFFIC
TRAFFIC INDEX DEP1H
all but the outer 1.0' (D kn) of the
- 5.0 1.2'(0.3n)
median area,; and in olleA within
55- 6.5 1.5' (0.
5.5 45m
the existing, accepted roadway
J:
7.0 - 80 2.0' (0.6m)
6m)
inprovenents
CHECKED
layers and each layer shall be thoroughly compacted
8.5 OR MORE 2.5' (0.75m)
Bockrrll compacted to 90Z relative
AND COMPACTIONSDAtE
compaction in all other areas o
®
by mechanical tamping.
Backfill compacted to 909
relative compaction
Backfill k pipe zone compacted
N.T.S.
to 909 relative compaction.
Backfill material within the pipe
Upper limit of pipe zone shall be 1.0' (0.3m)
above top of pipe bell or the outside diameter
zone to conform to notes 1, 2
-
of plain end pip&
and J.
40 For public utilities , construction
`
Hounching
requirements as per the Public
Utilities Commission General Orders
Pipe of conduit
6.0' 0.15m
kg M &rid for
flex�/e P' as per
4. Testing of baclkhTl materials shall be in accordance with the
ASTM D 2321
tests listed in Section 6-3.01 of the Standard Specifications,
(or ASTM D1557, Method 'C9 for trench width greater than 1.0' (0.3m).
NOTES.'
If trench width is less than 1.0' (O,3n), backhfl with 2 sack slurry.
L Badkfill for Rigid Pipe,
5 Compaction tests wd/ be required and shall be the respons-
Backfill materia/ within the pipe zone shall be free of
Wity of the Developer / Subdiwder / Contractor. The number
deleterious material and shall have a Sand Equivalent of not
and location of the tests shd/ be determhed 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 Spec fcati^ (or
3/4' (20mm) 100
ASTM 01557, Method Ci
No. 4 35-100
No. 30 20-100
6. Each layer of backfill material shall meet the compaction,
This backfill material shall be placed le not to exceed one
sand equiva/ent and gradation requ/renents before the next
foot (1.0' loose)(0.3m) layers, simultaneously on each side of the
/oyer is placed
pipe in such a manner as not to damage or disturb the pgoe on
its alignment and grade. Each layer shall be thoroughly comp-
7. For pavement patches within paved aeon see standard
acted by mechanical tamping. Backfill materiel shall be
drawing ST -12 in this design manuat
propefy compacted to springline prior to proceeding.
2. Backfill for flexible pipe,
TABLE 'A ~
Pipe and fittings shall be installed in accordance with the
current ASTM specification D-2321. Only Goss l 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 hounohing shall be hand placed to the Spring line
of the pipe and properly compacted For sewer mains, Class /
bedding is required for bedding and hounching. Care shall be
taken not to dislocate the pipe, The remaining backfill M the
pipe zone shall be hand placed and compacted in lifts not to
exceed 6.0' (0.15m) thickness Backfill material shall be
property compacted to wrinaline prior to proceeding
The lfalforina shah amly for trench r/dthe:
WE
NrD 1H
AN GM 7W
001011tsm
TAAAPdV(s' CLASS I aEWM
OR SLURRY
10(a.Tm) or Am
hider
1.0 aim wider 4,0 both &Wm both sklm
1.0 Qom up
to 0' emOth
1.0'(aam) *falai d.0' a 1Sim) wAier
Ado
20'(Qitrn) or mos
1.5 Q45m LO a.3m w dw
both acorea both &ides
1 ?,Sidi' (Qty) _
F)
I
ass' (aenl�-
SECTION A -A
rhx:
(�J
-See Detail A'J L . a
-;- 10' (a 25m) as' (loan)
1r (AW
cn01V B -B
LO' (25mm) pattern
letters, 0:125' (3mm)
1.5' (40mm) self high
draining blind pick 2.0' (50mm) pattern
hole letters, 0.125' (3mm)
high
A A
SEWERNotch lid to
find pick hole See note 11.
1.0' (25mm) pattern
1.0' (25mm) pattem letters, 0.125' (5mm)
letter, 0.125" (3mm) high. Location for
high MANHOLE country of origin
NOTES:
1. All frames and covers shall be tested for accuracy
of fit and shaft 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 At between
the two castings
J. Castings shall be thoroughly cleaned and dipped twice
in a quick -drying, jet-black asphaltic compound to
provide a protective coating.
-r`asftsml
113r
10.5"(0.2,
Taper
Frei
note 1L
1.0" (25mm) Dia.
center hole
r
(15mm) patter
_.
a125' (3mm)
high
CLEANOUT
Machined
Surfaces
4. All frames and cows shall be gray cast iron free DETAIL "A0
from warps, crocks, holes, swells and cold -shot and
shall hate a workmanlike finish. Highway loading should 9. The 2.0' (50mm) pattern letters on the manhole cows
be HS 20-44. shall hate one of the following designatknns• DRAIN or aW£R
5. Casting shall conform to the provisions of the specifications f0. Assembly shall be designed for highway loading of HS 20-44
for gray -iron castings, serial designation ASTM. A-48
(latest rewsion), Class No. 308. 11. 2.0'x 1.0' (50mm x 25mm) diamond mat 0.125' (Smm) dev.
FILENAME: SW-6REV
6. The name of the manufacturing company shall be DATE 6/2/99
or the underside of the cover. STANDARD DRAVIIH dcu
7. Manhole frame shall weigh not less than 120 lbs FRAMES AND CHECKED
54k nor more than 250 lbs 113k The cover M. SHAW
( 9) ( 9% COVERS FOR
shall weigh not less than 120 lbs (54kg) nor more MANHOLES & CLEANOUTS SCBE N.T.S.
than 200 lbs (91kg)• APPROVED SHEET NO.
8. Manhole covers shall haw a self draining blind pick CITY OF BAKERSFIELD SW -6
hole unless otherwise approved by the City Engineer. CALIFORNIA
CITY ENGINEER PUBLIC WORKS DEPARTMENT
Drawn: DP
Engineer: BM
Checked By
QRpFESS/ONq
0 A R
WQ G r�r1
REGISTERED CI VlL ENGINEER C 46803
,�. Exp.6-30-15
CITY OF BAKERSFIELD �P
Clvl�
9501 TRUXTUN AVENUE qTF
BAKERSFIELD, CA 93301 OF CN_\F
REVISIONS
No. DA TE DESCR/P TION
1 / /
2 / /
4\A
STANDARD DETAILS
SEWER REHABILITATION
MING AVENUE AND BRUNDAGE LAME
. C�- �/7
CITY RECORD No.
SHEET NO.
12 OF 12
FILENAME: ST-13REV
J. fiddifill material above the pipe zone shall be free
DATE
of deleterious material and lumps or stones exceeding
/2/99 6'2'99
D"A"N
4.0' (75mm) in greatest dimension and shall be
ecu
placed in not to exceed one foot (1.0'loose) (0.3m)
TRENCH BACKFILL
CHECKED
layers and each layer shall be thoroughly compacted
AND COMPACTIONSDAtE
M SHAW
by mechanical tamping.
RFOI]IRFMFNTS
N.T.S.
1 ?,Sidi' (Qty) _
F)
I
ass' (aenl�-
SECTION A -A
rhx:
(�J
-See Detail A'J L . a
-;- 10' (a 25m) as' (loan)
1r (AW
cn01V B -B
LO' (25mm) pattern
letters, 0:125' (3mm)
1.5' (40mm) self high
draining blind pick 2.0' (50mm) pattern
hole letters, 0.125' (3mm)
high
A A
SEWERNotch lid to
find pick hole See note 11.
1.0' (25mm) pattern
1.0' (25mm) pattem letters, 0.125' (5mm)
letter, 0.125" (3mm) high. Location for
high MANHOLE country of origin
NOTES:
1. All frames and covers shall be tested for accuracy
of fit and shaft 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 At between
the two castings
J. Castings shall be thoroughly cleaned and dipped twice
in a quick -drying, jet-black asphaltic compound to
provide a protective coating.
-r`asftsml
113r
10.5"(0.2,
Taper
Frei
note 1L
1.0" (25mm) Dia.
center hole
r
(15mm) patter
_.
a125' (3mm)
high
CLEANOUT
Machined
Surfaces
4. All frames and cows shall be gray cast iron free DETAIL "A0
from warps, crocks, holes, swells and cold -shot and
shall hate a workmanlike finish. Highway loading should 9. The 2.0' (50mm) pattern letters on the manhole cows
be HS 20-44. shall hate one of the following designatknns• DRAIN or aW£R
5. Casting shall conform to the provisions of the specifications f0. Assembly shall be designed for highway loading of HS 20-44
for gray -iron castings, serial designation ASTM. A-48
(latest rewsion), Class No. 308. 11. 2.0'x 1.0' (50mm x 25mm) diamond mat 0.125' (Smm) dev.
FILENAME: SW-6REV
6. The name of the manufacturing company shall be DATE 6/2/99
or the underside of the cover. STANDARD DRAVIIH dcu
7. Manhole frame shall weigh not less than 120 lbs FRAMES AND CHECKED
54k nor more than 250 lbs 113k The cover M. SHAW
( 9) ( 9% COVERS FOR
shall weigh not less than 120 lbs (54kg) nor more MANHOLES & CLEANOUTS SCBE N.T.S.
than 200 lbs (91kg)• APPROVED SHEET NO.
8. Manhole covers shall haw a self draining blind pick CITY OF BAKERSFIELD SW -6
hole unless otherwise approved by the City Engineer. CALIFORNIA
CITY ENGINEER PUBLIC WORKS DEPARTMENT
Drawn: DP
Engineer: BM
Checked By
QRpFESS/ONq
0 A R
WQ G r�r1
REGISTERED CI VlL ENGINEER C 46803
,�. Exp.6-30-15
CITY OF BAKERSFIELD �P
Clvl�
9501 TRUXTUN AVENUE qTF
BAKERSFIELD, CA 93301 OF CN_\F
REVISIONS
No. DA TE DESCR/P TION
1 / /
2 / /
4\A
STANDARD DETAILS
SEWER REHABILITATION
MING AVENUE AND BRUNDAGE LAME
. C�- �/7
CITY RECORD No.
SHEET NO.
12 OF 12