HomeMy WebLinkAbout6.2-616LIST OF DRAWINGS
(FILE.- BASE_SEWER_PLAN—E7K103.dwg)
CITY4 OO , TD
SHEET
1
RTLE SHEET
EXIST WA TER LINE
SHEET
2
SEWER
PLANS
MC CUTCHEN
ROAD
SD
SHEET
3
SEWER
PLANS
GOSFORD
RD.
STA. 10+50
TO 17+50
SHEET
4
SEWER
PLANS
GOSFORD
RD.
STA. 17+50
TO 33+50
SHEET
5
SEWER
PLANS
GOSFORD
RD.
STA. 33+50
TO 48+50
SHEET
6
SEWER
PLANS
GOAFORD
RD.
STA 48+50
TO 62+40
SHEET
7
STANDARD DETAILS
•
MANHOLE
o(D.,
BENCHMARK
TOP OF CONCRETE MONUMENT IN LAMP HOLE
INTERSECTION OF McCUTCHEN ROAD & GOSFORD ROAD
ELEV = 347.95, CITY DATUM
CITY STANDARDS
SW -2, SW -6, ST -12, & ST -13
STATE STANDARDS
NOT APPLICABLE
CONVENTIONAL SYMBOLS
---,-----EASEMENT
-- -- RIGHT—OF—WAY
— CENTERLINE
RAILROAD TRACKS
X CHAIN LINK FENCE
. 01101 1 N N M 04UMB II, j "IC
SEWER REHABILITATION
GOSFORD ROAD TRUNK SEWER
EXIST. CURB & GUTTER
----------------------------- EXIST. A.C. FLOWLINE
-- '�=------- '/=------- -- EXIST. EDGE OF PA VEMENT
GUARD RAIL
IMPROVEMENTS
G.V.
STREET LIGHT W/MAST ARM DQ GAS VALVE
QC.o. CLEAN OUT � BENCHMARK
PHASE2
g
g
BERKSH/RE RD
T i
PROJECT
LOCATION
McCIJTCHEN RD ?
D15
UTILITY
SYMBOLS
EXIST WA TER LINE
S
EXIST SEWER LINE
— W
T/IFTHWI'
EXIST GAS LINE
SD
EXIST STORM DRAIN
— G
EXIST AERIAL
E
EXIST UNDERGROUND
— off
LINES
POWER LINE
EXIST UNDERGROUND
T
EXIST UNDERGROUND
— TV
TV CABLES
PHONE LINE
EXIST OIL LINE
FO
EXIST FIBER OPTIC LINE
— OIL
M.H.
F. H.
•
MANHOLE
o(D.,
FIRE HYDRANT
P.
W.M.
-!
POWER POLE
WA TER METER
W.V.
07
EXISTING MONUMENT
M
WATER VALVE
G.M.
❑•
FUTURE MONUMENT
GAS METER
G.V.
STREET LIGHT W/MAST ARM DQ GAS VALVE
QC.o. CLEAN OUT � BENCHMARK
PHASE2
g
g
BERKSH/RE RD
T i
PROJECT
LOCATION
McCIJTCHEN RD ?
D15
W
1
2
0
T/IFTHWI'
ns
LOCATION MAP
NOT TO scare
AVE
Job No.: E7K103
File Path: K: \LDD—ENGINEERING\2008-2009\E7K103 — Sewer Rehabilitation Gosford Rd\dwg
File Name: BASE_SEWER_PLAN—E7K103.dwg
STATE OF CALIFORNIA
NOTE.•
THE CONTRACTOR MUST POSSESS THE FOLLOWING
VALID LICENSE:
CLASS A'
NO TE.•
THE CONTRACTOR SHALL CONTACT THE USA LOCATOR
SERVICE 1-800-642-2444, 48 HOURS PRIOR TO
EXCA VA TION.
PROJECT LENGTH
1.10 MILES
QRpFESS/ONq
pEAN
C/,
w Q G' m
C 46803
*
Exp. 6-30-15
CIV 1
OF CAS\
APPROVED BY:
NICOLAS FIDLER, R.C.E. 61069, EXPIRES 12-31-14
ACTING PUBLIC WORKS DIRECTOR
APPROVAL RECOMMENDED BY:
POSITION CURRENTLY VACANT
ASSISTANT PUBLIC WORKS DIRECTOR
CIVIL ENGINEER IV—,DESIGN,,ENGINEERING
.1
DA
DATE
DATE
CITY RECORD No. TRAFFIC ENGINEERING DATE
SEWER REHABILITATION INO
1
OF
GOSFORD ROAD TRUNK SEWER, PHASE 2 7
SHEETS
0 1 2 3
M
O
W
N
W
Z
W
W
Z)
0
0
z
0
z
0
0
0
Q
J
m
Z
W
W
rrW^
vJ
MATCH LINE—STA 10+50
SEE_ SHEET 5
STA 10+00 WCUTCHEN RD
= STA 10+00 GOSFORD RD
CITY OF BAKERSFIELD, CALIFORNIA
PLAN
PUBLIC WORKS DEPARTMENT
File NameBASE SEWER)
Job No.: E7K103
Date: 4/14/14
Urawn: DP
Engineer: BM
Checked By.�
J
N
2
M
(N0
+
QIP
V)
EXISTING 6010 RCP SEWER UNE
THIS MANHOLE
SEWER PLAN
L -
SCALE
HORIZ 1`40'
REGISTERED CIVIL -ENGINEER
Q�OFESS/ON
pEAN
Lu Q �' m
cl:� C 46803 ;;a
* Exp. 6-30-15 *
CITY OF BAKERSFIELD
1501 TRUXTUN AVENUE qTF civic
BAKERSFIELD, CA 93301 CALIF
REVISIONS
No. DA TE I DESCRIPTION
171 //
471 / /
CONSTRUCT/ON NOTES
0
INSTALL CURED -IN-PLACE PIPE LINER PER THE
SPECIAL PROWSIONS, SEC1101V 7-1.21.
2
❑
APPLY PR07EC77VF LINING SYSTEM PER THE
SPECIAL PROVISIONS, SEC1101V 7-1.23.
AT ALL MANHOLES NEW do EXISTING
❑3
CONSTRUCT NEW MANHOL&
PER THE SPECIAL PROVISIONS, SE'CON 7-L20.
SEE MANHOLE DETAIL 1 ON SHEET 7.
®
RECONSTRUCT EXISTING MANHOLE
PER THE SPECIAL PRONSIONS, SE'CTTON 7-1.15.
SEE STD. DWG SW' -2 ON SHEET 7.
5❑
THE CON7RAC70R, ALONG WITH THE ENGINEER , SHALL
REVIEW THE CONDITION OF THE EXISTING 42" RCP AFTER
CLEANING AND CCTV VIDEO INSPECTION. IF CONTRACTOR
AND ENGINEEER AGREE THAT A SEGMENT OF THE EXISTING
42" RCP NEEDS TO BE REPLACED, THEN THE CONTRACTOR
SHALL PRF M SUCH WORK THROUGH A CONTRACT CHANGE
OROERCO THE CCO WILL BE PAID FOR ON A TIME AND
MA TFRIALS BASIS PER SECTION 7-1.19 OF THE SPECIAL
PROVISIONS
GENERAL NOTES
1. ALL UTTUTY LOCATIONS SHOWN ARE APPROXIMATF ONLY,
AND REPRESENT THE BEST INFORMATION SUPPUED BY
THE VARIOUS UTTUTY COMPANIES RNAL RESPONSIBILITY
FOR LOCATING UTTUTTES IN THE FIELD IS THE CONTRACTOR'S
2. SURVEY POINT ELEVATIONS SHOWN ARE APPROXIMATE ONLY,
& ARE PROVIDED AS BEST POSSIBLE. RNAL RESP01081UTY
OF VERIRCATTON do ACCURACY IS THE CONTRACTOR'S
,3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
A TEMPORARY SEWER BYPASS SYSTEM PER THE
SPECIAL PROVISyON.S SECON 7-1.22.
4. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVENIENCE
AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF
BYPASS PUMP. NO PUMP SMALL BE WITHIN 10 FEET OF A
PEDESTRIAN PATH OF TRAVEL.
5. BYPASS PIPES CROSSING ARTERIALS, LOCAL STREETS AND
PRI VA TE DRI VFWA YS SMALL BE PLACED IN A SHALLOW TRENCH,
COVERED WITH A STEEL TRAMC PLATE BORDERED WITH
TEMPORARY A.C. PAVING WHICH MUST COMPLY WITH SECTION
7-L22, SUBSECTION "INSTALLATION AND REMOVAL" ANY
DEVIATION fROU THIS MUST BE APPROVED BY
THE CITY ENGINEER.
SEWER REHABILITATION
GOSFORD ROAD TRUNK SEWER PHASE 2
(-P - � -
CITY RECORD No.
G/G
SHEET NO.
2OF7
0 1 2
Q�OFESS/ON
pEAN
O q
REGISTERED CI VIL_17ENGINEER C 46803
a *
Exp. 6-30-15
^� CITY OF BAKERSFIELD "R-
(3) m o Zr 1501 TRUXTUN A VENUE qTF CSV o'
BAKERSFIELD, CA 93301 CF CALF
N c
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0) REVISIONS
WWW
IRRIGATION CANAL No. DATE DESCRIPTION
O �x�n/vc
Q
LO LO
�---
-- -- -- O
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EXlS1TNG 42'0 RCP SEWER UNE 2 2 - ��'¢ Q0 / �-'" ' LO �-
�, I 1 GOSFORD ROAD STREET q 2 4 ,f A, ,/ DIRT ROAD W
7 7 ,� I w 3 //
Q Q J
W (n
= F — �- 1810 - _ — 13'VO = _ �...�. 2®$00 ... £P �1 pp = _ = 2$0 _ = 23}00 _ _ 240 _ _ 2 = I o 4
W —j — T — �-
ZW WO
2
UV) kr4
DIRT ROAD'" r 1 Lli to
Q
IRRIGATION CANAL` o`�� ,��� ,
PLAN
0
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HOR/Z 1 =40'
Q
GENERAL NOTES
1. ALL UAUTY LOCA AONS SHOWN ARE APPROX/MA IF ONLY,
a ❑5 AND REPRESENT THE BEST INFORMA AOW SUPPLIED BY
o J �� � J Q 5❑ THE VARIOUS UAUTY COMPANIES RNAL RESPONS/BIUTY
� FOR LOCA ANG UALIAES IN THE f7ELD IS THE CONTRACTOR'S
N Zh"� o W
CIS
2. SURVEY POINT ELEVA AGNS SHOWN ARE APPROX/MA TE ONL Y,
z � z o o & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPONSIBIUTY
W W OF VERIRCAn01V & ACCURACY /S THE CONTRACTOR'S
_ i�
cr N z N a k J THE C010RACTOR SHALL BE RESPONSIBLE FOR PROVIDING
A TEMPORARY SEWER BYPASS SYSTEM PER THE
W SPECIAL PROVISIONS SECON 7-1.22.
I_
4. THE CONTRACTOR SHALL CONSIDER PUSUC CONVENIENCE
m �_ __ �R/W IRRIGATION CANAL - - p AND SAFETY WHEN SELECNG LOCA AON FOR PLACEMENT OF
- -- -- -- -- -- - -- -- LO � BYPASS PUMP. NO PUMP SHALL BE W WIN 10 FEET OF A
--� --- _� _ _ _® _ _ -_ - -- - -- -- ' + PEDESTRIAN PATH OF IRA Va.
EXISANG 42"0 RCP SEWER UNE GOSFORD ROAD 3 SA?EET 1 2 � W 5. BYPASS PIPES CROSSING ARTERIALS, LOCAL S7REFTS AND
2 W
� 2 I PR/NATE DRIVEWAYS SHALL BE PLACED IN A SHALLOW TRENCH,
F- ' 7 7 Q = COVERED WI TH A STEEL AAMC PLA TE BORDERED Wl TH
C to ®------_� __� �_-�� j TEMPORARY A.0PA AONNNG WICY MUST
AND EMOVAN ANY OW
10- _ 2 $00 .___,,,, = _ 2T — — 28$00 EP — 2 0 _ 30 00 31 00 _ 32 00 _ 33 00 I � DEVIATION fROM THIS MUST BE APPROVED BY
o w o W J THE C/TY ENGINEER.
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SEWER PLAN
CITY RECORD No.
C:)
File Name9ASE_SEWER�LAN-E7K10 Drawn: DP SEWER REHABILITATION SHEET N0.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K 103 En gln eer.• BM
Date: 4/14/14 Checked By A GOSFORD ROAD TRUNK SEWER PHASE 2 4 OF 7
0 1 2 3
CONSTRUCT/ON NOTES
1❑ INSTALL CURED-IN--PLACE PIPE LINER PER 1HE
SPECIAL PROVIS/ON� SECAON 7-1.2f.
2❑ APPLY PROIFCAVF LINING SYSTEM PER THE
SPECIAL PRONSIOWS, SECAON 7-1.23.
AT ALL MANHOLES NEW dt EXISANG.
�3 CONSTRUCT NEW MANHOLE,
PER THE SPECIAL PROVISIONS, SECAON 7-1.20.
SEE MANHOLE DETAIL 1 ON SHEET 7.
®RECONSTRUCT EXISANG MANHOLE
PER THE SPECIAL PRONSIONS, SECAON 7-1.15.
SEE SID. DWG SW'-2 ON SHEET 7.
Q5 THE CONTRACTOR, ALONG WITH THE ENGINEER , SHALL
REVIEW THE CONDIAON OF THE ExISANG 42" RCP AF1E'R
CLEAN/NG AND CCTV VIDEO INSPECnON. if CONTRACTOR
AND ENG/NEFER AGREE 1HAT A SEI�IENT OF THE EXISANG
42" RCP NEEDS 10 BE REPLACED, THEN THE CONTRACTOR
SHALL PERFORM SUCH WgRK THROUGH
A CONTRACT CHANGE
ORDER CC0 . THE CCO WILL BE PAID FAR ON A AME AND
MATERIALS BASS PER SECAON 7-1.19 OF THE SPEGYAL
PROVISIONS
i
Q,pFESS /0N�
���0 O OF -AN
R ISTERED CIVIL, ! ENGINEER uj Q C 46803
n
I i -""" - .. .. ._......... _.___ .®.- _-...._.... .�._ �J..—... — * Exp. 6-30-15
*,
Cl TY OF BAKERSFIELD `req CIVIL
IRRIGATION CANAL Q Q 1501 TRUXTUN A VENUE e-
BAKERSFIELD, - o BAKERSFIELD, CA 93301 OF CAQF
�
REVISIONS
P i �k�� °o- No. DA TE DESCRIPTION
GNox o�
I pil "' WEXE NG
O
P
EXISANG 42"� RCP SEW? R UNE 2 4 2 1 ^ GOSFORD ROAD sTREEr 2 2 `�" L
I h �- a 7 7 w 3 //
Q F—
F- �
I 7
_ _ "®_ s ______ __ �_ _ W..___M.._�._ ____ _®_ ____________M.._______-------------------------- __-------- 131i
_-®_®.___________�._----- ___-----------------
34
__-_M..,�_a..__.�___
F 34$00 3 — 36 370 — — 38100 EP — — — 0 00 — 4� I 0
H
W
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ZO Zm
� PP.IL . 1[_ . � IL —OIL —OIL—, -OIL----! —
0 0 0 0 0 = w
3:0
O co W
C)m — _µ ---- - - Q WELL cn
W I -- �—R/W EXISTING -- -- -- --�
EXISTIN
I IRRIGATIO,
Q PON
Q�
PLAN
N
SCALE
HOR/Z l`-40'
Q GENERAL NOTES
1 ALL UAUTY LOCA AGNS SHOWN ARE APPROXIMA TF ONL Y,
AND REPRESENT THE BEST /NFORMA AOYV SUPPUED BY
THE VARIOUS UAUTY COMPANIES RNAL RESPONSIB/UTY
❑ FAR LOCA ANG UAUAES IN THE RELD IS AVE CONTRACTOR'S
W o 2. SURVEY POINT ELEVA AOVS SHOWN ARE APPROXIMA TF ONL Y,
m °; �., m & ARE PROVIDED AS BEST POSSIBLE. FINAL RESPO�IS 81UTY
o ^ a OF VERIFlCA AAN & ACCURACY /S THE CONTRACTOR S
� � n
o 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROND/NG
A TEMPORARY SEWER BYPASS SYSTEM PER AVE
W ± W + z ° W SPECIAL PROWSIONSy SECAAN 7-122.
LO
EXISANG Q I 4. THE CONTRACTOR SHALL CONSIDER PUBUC CONVFN/ENCE
O v pQ ��jy O AND SAFETY WHEN SELECANG LOCA A0V FOR PLACEMENT OF
m O �-- - -' -- -- -- -- -- -- -- -- - -- -- -I LO c0 BYPASS PUMP. NO PUMP SHALL BE WITHIN 10 FEET OF A
+ ~� - 0 � -- - + PEDESTI?IAN PATH OF TRAVEL.
_ !00
-.
21, 3 2 EXISANG 42"0 RCP SEWER UNE GOSFORD ROAD 2 1 STREET C I W 5. BYPASS PIPES CROSSING ARTERIALS, LOCAL STREETS AND
7 , — *� = PRI VA TF DRI WWA YS SHALL BE PLACED IN A SHALLOW TRENCH,
�' *� 7 h V) COVERED NTH A STEEL TRAMC PLA 7F BORDERED WITH
_ 1FMPORARY A. C. PA WNG WHICH MUST COMPLY NAV SECAON
o _ -_� _® _ _�®_�__ _m _ __� -�-- EP 45 00 46 00 47 00 48 00 2 7-122, SUBSE'CAON '/NSTALLAAON AND REMOVAL'. ANY
4200 — 430 — — 44t00 — — _t — —� — I U DEVIAAAN fROM THIS MUST BE APPROVED BY
O �- — THE CITY ENGINEER.
Lv W
Z
J w !L !L _ OIL S IL � .-011-�� J
C 0 0 0 of _0 ����C O 0 0 0 0
U
F- ' H W
Q I--R/I�N EXISANG _ Q �
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SEWER
7 TY RECORD No.
File Ncme9ASE_SEWER_'LAN-E7K10 Drawn: DP
CITY OF BAKERSFIELD CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: E7K103 Engineer: BM SEWER REHABILITAT/ON SHEET N0.
Date: 4/14/14 Checked By �/��s
GOSFORD ROAD TRUNK SEWER PHASE 2 5 OF 7
7
0 1 2 3
CONSTRUCT/ON NOTES
1❑ INSTALL CURED -IN --PLACE PIPE LINER PER THE
SPECIAL PROVISyANS, SECAON 7-f.2f.
APPLY PROIFCAVF UN/NG SYSTEM PER THE
SPECIAL PROVISIONS, SECAOV 7-f.23.
A T ALL MANHOLES NEW & EXISANG.
Q3 CONSA?UCT NEW MANHOLE;
PER THE SPECIAL PROVISIONS, SECAOV 7-f.20.
SEE MANHOLE DETAIL 1 ON SHEET 7.
®RECONSTRUCT EXISANG MANHOLE
PER THE SPECIAL PROVISIANSs SE'CAONV 7-L 15.
SEE S1D. DWG SW' -2 ON SHEET 7.
❑5 THE CONTRACTOR, ALONG WITH THE ENGlNE1�R , SHALL
REVIEW THE CONDI AAN Or THE ExISANG 42" RCP AFTER
CLEAN/NG AND CCTV VIDEO INSPEC1IOfV. lF CONTRACTOR
AND ENGlNE1�ER AGREE THAT A SEGMENT OF THE E7�lSANG
42' RCP NEEDS TO BE REPLACED, THEN THE CONTRACTOR
SHALL P�ERFQRM SUCH WORK THROUGH A COWTRACT CHANGE
ORDER CC0. THE CCO WILL BE PAID FAR ON A AME AND
MATER/ALS BASIS PER SE'CAON 7-119 OF
THE SPECIAL
PROVISyANS
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WWW
WWW
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1❑
INSTALL CURED -IN-PLACE PIPE UN& PER THE
m
1
APPL Y PRO TECTT VE UNING SYSTEM PER THE
91 I
SPECIAL PROVISIONS, SECTION 7-1.23
AT ALL MANHOLES NEW & EXISANG.
❑3
2
PER THE SPECIAL PROVISIONS, SECTION 7-1.20.
o.Q�
SEE MANHOLE DETAIL 1 ON SHEET 7.
®
RECONSTRUCT EXISTING MANHOLE
W
00
.v;
I h [2) h Z
Q Q
� j-RIIW EXISTING � � � p
CITY OF BAKERSFIELD, CALIFORNIA
O
PLAN
m —
SCALE
HORIZ 1"=40'
GOSFORD ROAD : 4
n
PLAN
PUBLIC WORKS DEPARTMENT
m
I
Job No.: E7K103
Date: 4/14/14
r
Drawn: DP
Engineer: BM
Checked By
NEXT MH. STA 69+54
RIM ELEV.=356.34
INV. ELEV.=340.96
- 1�--RIIW
-£P -____.
--OIL
S
6400_
EXISTING CURB & GUTTFR
65t00 _ _
SEWER PLAN
QROFESS/ON
4� pEAN q�
REGIST RED CLV/L jENGINEER C 46803
* Exp.6-30-15
CITY OF BAKERSFIELD
1501 TRUXTUN A VENUE 1A cm�
BAKERSFIELD, CA 93301 of CA1-�F
REVISIONS
No. DA TE DESCRIP TION
Al
371
471 / /
CONSTRUCT/ON NOTES
1❑
INSTALL CURED -IN-PLACE PIPE UN& PER THE
SPECIAL PROVISIONS SECTION 7-1.21.
1
APPL Y PRO TECTT VE UNING SYSTEM PER THE
91 I
Drawn: DP
Engineer: BM
Checked By
NEXT MH. STA 69+54
RIM ELEV.=356.34
INV. ELEV.=340.96
- 1�--RIIW
-£P -____.
--OIL
S
6400_
EXISTING CURB & GUTTFR
65t00 _ _
SEWER PLAN
QROFESS/ON
4� pEAN q�
REGIST RED CLV/L jENGINEER C 46803
* Exp.6-30-15
CITY OF BAKERSFIELD
1501 TRUXTUN A VENUE 1A cm�
BAKERSFIELD, CA 93301 of CA1-�F
REVISIONS
No. DA TE DESCRIP TION
Al
371
471 / /
CONSTRUCT/ON NOTES
1❑
INSTALL CURED -IN-PLACE PIPE UN& PER THE
SPECIAL PROVISIONS SECTION 7-1.21.
❑2
APPL Y PRO TECTT VE UNING SYSTEM PER THE
SPECIAL PROVISIONS, SECTION 7-1.23
AT ALL MANHOLES NEW & EXISANG.
❑3
CONSTRUCT NEW MANHOLE,
PER THE SPECIAL PROVISIONS, SECTION 7-1.20.
SEE MANHOLE DETAIL 1 ON SHEET 7.
®
RECONSTRUCT EXISTING MANHOLE
PER THE SPECIAL PROVISIONS SECTION 7-1.15.
SEE STD. DWG SW -2 ON SHEET 7.
Q5
THE CONTRACTOR, ALONG WITH THE ENGINEER , SHALL
REVIEW THE CONDITION OF THE EXISTING 42" RCP AF1FR
CLEANING AND CCTV VIDEO INSOECTTOYV. IF CONTRACTOR
AND ENGINEEER AGREE THAT A SEGMENT OF THE EXISTING
42" RCP NEEDS TO BE REPLACED, THEN THE CONTRACTOR
SHALL PERFORM SUCH NVRK THROUGH A CONTRACT CHANGE
ORDER (CCO). THE CCO WILL BE PAID FOR ON A TIME AND
MATERIALS BASIS PER SECTION 7-1.19 OF THE SPECIAL
PROVISIONS
GENERAL NOTES
1. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY,
AND REPRESENT THE BEST INFORMATION SUPPLIED BY
THE VARIOUS UTILITY COMPANIES FINAL RESDOV-981UTY
FOR LOCATING UTTLITTES IN THE RELO IS THE CONTRACTOR'S
2. SURVEY POINT ELEVATIONS SHOWN ARE APPROXIMATE- ONLY,
& ARE PROVIDED AS BEST POSSIBLE. RNAL RESPONSIBILITY
OF VERIRCATTON & ACCURACY IS THE CONTRACTOR'S
.3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRONDING
A TEMPORARY SEWER BYPASS SYSTEM PER THE
SPECIAL PROVISIONS, SECTION 7-1.22.
4. THE CONTRACTOR SHALL CONSIDER PUBLIC CONVENIENCE
AND SAFETY WHEN SELECTING LOCATION FOR PLACEMENT OF
BYPASS PUMP. NO PUMP SHALL BE WITHIN 10 FEET OF A
PEDESTRIAN PAIN OF TRAVEL
5. BYPASS PIPES CROSSING ARTFRIAL.J LOCAL STREETS AND
PRIVATF DRIVEWAYS SHALL BE PLACED IN A SHALLOW TRDVCH,
COVERED WITH A STEEL TRAFFIC PLA 7F BORDERED WITH
TEMPORARY A.C. PAVING WHICH MUST COMPLY WITH SECTION
7-1.22, SUBSECTION "INSTALLATION AND REMOVAL". ANY
DEVIATION FROM THIS MUST BE APPROVED BY
THE CITY ENGINEER.
SEWER REHAB/LITH TION
GOSFORD ROAD TRUNK SEWER PHASE 2
(0" C2 - 6 /
CITY RECORD No.
SHEET NO.
6of7
0 1 2 3
MANHOLE CONC. PAD
AT PAVED AREAS
48" CONE
060"X48"
=
TRANSITION RING --i
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W
Q)
0
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24 DIA.
48 DIA.
� I
60" Rl5ff SHAFTS
___--ADJUST MANHOLE FRAME & COVER
TO GRADE AS REQUIRED
-SEE C.O.B. STANDARD DETAIL SW -2
FOR MANHOLE FRAME & COVER
APPLY AIR -PLACED CONCRETE
& POLYURETHANE PROTECT/VE
LINING SYSTEM ON INSIDE FACE
MANHOLE TO BE LINED W/TH
T -LOCK OR APPROVED EQUAL
MANHOLE TO BE LINED WITH
T -LOCK OR APPROVED EQUAL
6"
60 DIA. I 1I-
1
rf---r
I
,4.5' (1.4m) Maxi r--�
6" f
I I
12"
;j
8.337. SHELF SLOPE
I I4
:4•�r
transition channel between
z
APPLY A/R -PLACED CONCRETE
-
I
& POLYURETHANE PROTECTIVE
incoming and outgoing
_ 4
LINING SYSTEM ON INS/DE FACE
4
,.
OF MANHOLE CHANNEL
high. Location for
/
country of origin
NO TES:
10. Assembly shall be designed for highway loading of HS 20-44.
CONTRACTOR TO SCORE EXISTING
of fit and shall be marked in sets prior to
delivery.
MAIN LINE SEWER A T SPRING LINE
4 x.
. 'I 1
FORE POURING BASE. REMOVAL
3 Depth of select mat", if required, shd/ be
SURFACE determkhed M the field by the engbeer.
EX/ST. 42" D/A.
UPPER
PART OF OFSEWER
0.4'(0.1m) Ashpolt
edges of r1nent or gutter shill be extended
SHALL BE DONE AFTER CONCRETE BASE
to hhdude the intermedrote hdoted strip of
axisting pavement
RCP REWER
HAS CURED FOR A MIN/MUM OF 48 HRS.
..r
-
CIPP LINED (PROPOSED MANHOLES
smallest unless otherwise to by
O O O O
SHALL BE CONSTRUCTED PRIOR
yy�� ••wA
con to
tti Reference standads ST -13 and ST -14 for
TO LINING OPERA TION
compaction ropken is
I = =1 =�11
III -III -III -I 1-I 11-111=1
7. For patch in osphdt concrete unless otherwise
dlowy the dty
IM_
4
PLACE TEMPORARY
x
o,
PCC BLOCKS FOR
a*hdt canaete oar 1.0' (03m) Gass N aggregate base
PIPE SUPPORT DURING
ASTM D 2321
tests listed /n Section 6-J.01 of the Standard Specifications,
EXCA VA TION FOR MANHOLE
(or ASTM D1557, Method 'C') for trench width greater than 1.0' (0.3m).
7.0'
BASE & PCC PLACEMENT
STANDARD
MANHOLE DETAIL
7
NOT
TO SCALE
BACKFILLED SEWER TRENCH
A T UNPA VED SHOULDER
SEE ST -13
FINISH GROUND GRADE
GRADING PLANE
5' 0"
VAR/ABLE Z
J
NEW AGGREGA TE BASE
0
NEW AC PA VING v
�s
BACKFILL COMPACTED
TO 957,, RELA TI VE COMPACTION
2 PAVEMENT PATCH DETAIL
7 NOT TO SCALE
TO BE CONSTRUCTED A T ALL MANHOLES (NEW & EX/ST/NG)
TO BE CONSTRUCTED AT "REMOVE AND REPLACE" PIPE AREAS
CITY OF BAKERSFIELD, CALIFORNIA
L____t half of pipe shall only be
I I removed between walls and
1 I the broken edges shall be
plastered smooth with
PLAN AT SURFACE'cement mortar.
P.C.C. stab not to be poured until
R=0.5" pawng is in place. Slab and lid
(12mm) to be 0.125' to 0.25' (3mm to 6mm)
below new finished pawng.
2.0' Min. 8.0' Min.
(50mm) NJ
(0.2m)
NO TES:
ho
0 2.1 Mortar, 1.4 1. All work sholl conform to the applicable sections of the
Dry Packed specifications entitled 'Standard Specifications, State of
2.0 Min.
a'0.6m
• I
PLAN AT BOT70M
Special - r
Aggregate
(Calcareous)
4.0' Dia.
slope is
;;140'Min.
(0.1)
:oncFete
469' (1. 45m)
SEC77ON
26.25' (0.67m)
E A 25.25' (0.64m)
15' (40mm)
� N
h
`* 1.375'
(gym) See Detail A'
2.0'(0.6m)
Gear Opening
32.5' (0.83m) `�
SEC77ON A -A
Where incoming and outgoing
rf---r
sewers in a manhole vary in
,4.5' (1.4m) Maxi r--�
size, extend lower halves of
draining blind pick
sewers 8.0' (0.2m) beyond
;j
inside of wall and shape
:4•�r
transition channel between
A
ends of lower halves of pipes
.*•1.
•" "
SEWER
jWhere
incoming and outgoing
i
sewers in o manhole are of
jthe
I�
letters, 0.125' (3mm)
high. Location for
4
country of origin
NO TES:
10. Assembly shall be designed for highway loading of HS 20-44.
1. All 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
�1�1Fi�m0esto
Badkfl
FILENAME: SW-6REV
PATCH IN ASPHALT CONCRETE
3 Depth of select mat", if required, shd/ be
SURFACE determkhed M the field by the engbeer.
4 Patches less than 20' (0.6m) from existing patches,
0.4'(0.1m) Ashpolt
edges of r1nent or gutter shill be extended
Concrete Surfacing Asphaltic Paint Binder
to hhdude the intermedrote hdoted strip of
axisting pavement
Existing road
mixed surfacing
zone to conform to notes 1, 2
5 Minimum patch width shill be 20'(48m)of its
dimension,
-
smallest unless otherwise to by
O O O O
I
yy�� ••wA
con to
L____t half of pipe shall only be
I I removed between walls and
1 I the broken edges shall be
plastered smooth with
PLAN AT SURFACE'cement mortar.
P.C.C. stab not to be poured until
R=0.5" pawng is in place. Slab and lid
(12mm) to be 0.125' to 0.25' (3mm to 6mm)
below new finished pawng.
2.0' Min. 8.0' Min.
(50mm) NJ
(0.2m)
NO TES:
ho
0 2.1 Mortar, 1.4 1. All work sholl conform to the applicable sections of the
Dry Packed specifications entitled 'Standard Specifications, State of
2.0 Min.
a'0.6m
• I
PLAN AT BOT70M
Special - r
Aggregate
(Calcareous)
4.0' Dia.
slope is
;;140'Min.
(0.1)
:oncFete
469' (1. 45m)
SEC77ON
26.25' (0.67m)
E A 25.25' (0.64m)
15' (40mm)
� N
h
`* 1.375'
(gym) See Detail A'
2.0'(0.6m)
Gear Opening
32.5' (0.83m) `�
SEC77ON A -A
Where incoming and outgoing
I
sewers in a manhole vary in
I
size, extend lower halves of
draining blind pick
sewers 8.0' (0.2m) beyond
;j
inside of wall and shape
12 03m
transition channel between
A
ends of lower halves of pipes
/i
r
SEWER
jWhere
incoming and outgoing
Notch lid to
And pick hole
sewers in o manhole are of
jthe
some diameter, the top
L____t half of pipe shall only be
I I removed between walls and
1 I the broken edges shall be
plastered smooth with
PLAN AT SURFACE'cement mortar.
P.C.C. stab not to be poured until
R=0.5" pawng is in place. Slab and lid
(12mm) to be 0.125' to 0.25' (3mm to 6mm)
below new finished pawng.
2.0' Min. 8.0' Min.
(50mm) NJ
(0.2m)
NO TES:
ho
0 2.1 Mortar, 1.4 1. All work sholl conform to the applicable sections of the
Dry Packed specifications entitled 'Standard Specifications, State of
2.0 Min.
a'0.6m
• I
PLAN AT BOT70M
Special - r
Aggregate
(Calcareous)
4.0' Dia.
slope is
;;140'Min.
(0.1)
:oncFete
469' (1. 45m)
SEC77ON
26.25' (0.67m)
E A 25.25' (0.64m)
15' (40mm)
� N
h
`* 1.375'
(gym) See Detail A'
2.0'(0.6m)
Gear Opening
32.5' (0.83m) `�
SEC77ON A -A
California, Department of Transportation ; approved
cu?ent edition.
2. All unlined manhole joints shall be fled 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 C-478,
current edition.
4. All sewer manhole for sewer lines larger than 18' (0.46m)
in diameter, shall be lined with 'T -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. All channels shall be smooth finished with steel trowel I
Shelf shall be broom finished for slip resistance
FILENAME: SW-2REV I
LO' (0.3m)
10.5' (0.27m) 0.75' (20mm)
0.625' (15mm)
�3.0' `n
(75mm) " o
10' (0.25m)
Gear Opening 0.5(13mm)
17' (0.43m)
SEC7ION B -B
0.5' (5nm)
note 11.
1.0' (25mm) Dia.
center hole
(15mm) pattern
0.125' (3mm)
high
CLEANOUT
1/32' (lmm) -� {
Machined
Surfaces
shall be machined for a smooth non -rocking fit between
1.0' (25mm) pattern
WD 1H
letters, 0.125' (3mm)
1.5" (40mm) self
high
draining blind pick
2.0' (50mm) pattern
hole
letters, a 125' (3mm)
12 03m
high
A
A
Zone
SEWER
provide a protective coating.
Class 11 Aggregate Base
Notch lid to
And pick hole
See note 11.
1.0' (25mm) pattern
LO' (25mm) pattern
letters, 0.125' (Smm)
letters, 0.125' (3mm)
high. Location for
high MANHOLE
country of origin
NO TES:
10. Assembly shall be designed for highway loading of HS 20-44.
1. All 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
California, Department of Transportation ; approved
cu?ent edition.
2. All unlined manhole joints shall be fled 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 C-478,
current edition.
4. All sewer manhole for sewer lines larger than 18' (0.46m)
in diameter, shall be lined with 'T -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. All channels shall be smooth finished with steel trowel I
Shelf shall be broom finished for slip resistance
FILENAME: SW-2REV I
LO' (0.3m)
10.5' (0.27m) 0.75' (20mm)
0.625' (15mm)
�3.0' `n
(75mm) " o
10' (0.25m)
Gear Opening 0.5(13mm)
17' (0.43m)
SEC7ION B -B
0.5' (5nm)
note 11.
1.0' (25mm) Dia.
center hole
(15mm) pattern
0.125' (3mm)
high
CLEANOUT
1/32' (lmm) -� {
Machined
Surfaces
shall be machined for a smooth non -rocking fit between
10.5' (0.27m) -�
WD 1H
Binder
the two castings.
Taper
L0 a3m **f r �0 Srnm rlabr
both AWON both awn
Cover
3. Castings shall be thoroughly cleaned and dipped twice
O O O O O
12 03m
compaction in roadway areas from 3.0'
In a quick -drying, vt-black asphaltic compound to
Frame
Zone
O O O
provide a protective coating.
Class 11 Aggregate Base
4. Alf frames and covers shall be gray cast iron, free
DETAIL "A"
from warp4 crock:4 holes, swells and cold -shot and
O O O O O
shall have a workmanlike finish. Highway loading should
9. The 2.0' (50mm) pattern letters on the manhole covers
be HS 20-44.
shall have one of the following designations DRAIN or SEWER
5. Casting shall conform to the provisions of the specifications
10. Assembly shall be designed for highway loading of HS 20-44.
for gray -iron castings serial designation ASTM: A-48
(latest revision), Gass No. 308.
11. 2.0' x 1.0' (501nm x 25mm) diamond mat 0.125' (5mm) deep.
�1�1Fi�m0esto
Badkfl
FILENAME: SW-6REV
6. The name of the manufacturing company shall be
on the underside of the cover.
7. Manhole frame shall weigh not less than 120 lbs
(54g) nor more than 250 lbs (113kg). The cover
shall weigh not less than 120 lbs (54g) nor more
than 200 lbs (91kg). APPROVED
8. Manhole covers shall have a self draining blind pick
hole unless otherwise approved by the City Engineer.
CITY ENGINE
PUBLIC WORKS DEPARTMENT
File NcmeRASE SEWER)
Job No.: E7K103
Date: 4/14/14
Closs A' Portland
Concrete. Color
and finish to match
Sawcut/Cement
adjacent pavement.
Existing
° d a Portland Cement
g : ° : Concrete
4-
J-0
.JO
Select Material
(if required)
Backfill
PATCH IN CONCRETE SURFACE
Ashpoltic Point Sawcut
Binder
Ashpalfic Paint
WD 1H
Binder
s Depth varies depending on the
r� Existing Ashpolt
L0 a3m **f r �0 Srnm rlabr
both AWON both awn
Concrete Pavement
Asphalt Concrete
O O O O O
12 03m
compaction in roadway areas from 3.0'
O O O O O
Typical 000 side
Zone
O O O
NO TES.
Class 11 Aggregate Base
7PAf}7C INDEX DLPTH
3.0 - 5.0 1. 2' (0.3m)
L Alf waftmahip and moterids shdl conform
,�`
O O O O O
to the reyurements set fadh An the 'Standard
7.0 - 8.0 1..0' (0.45)
SPecifii kns, State of Cahfomiq, Department
8.5 OR MORE 2.5' (0.75m)
III-) I 1=1 I I -III �I I-1 I I-
of TiwVo tatiar , gvproved current edition.
111=1 I I -I I MI I M11=1 I IM1 I
1�1 I�I 1�It�t1�1
2 5%mts std/ be mode padld or at ri�it
�1�1Fi�m0esto
Badkfl
the oenteheofMestreet
PATCH IN ASPHALT CONCRETE
3 Depth of select mat", if required, shd/ be
SURFACE determkhed M the field by the engbeer.
4 Patches less than 20' (0.6m) from existing patches,
0.4'(0.1m) Ashpolt
edges of r1nent or gutter shill be extended
Concrete Surfacing Asphaltic Paint Binder
to hhdude the intermedrote hdoted strip of
axisting pavement
Existing road
mixed surfacing
zone to conform to notes 1, 2
5 Minimum patch width shill be 20'(48m)of its
dimension,
-
smallest unless otherwise to by
O O O O
the dty mgheer.
Sect Material
(if requited) O O O O O
tti Reference standads ST -13 and ST -14 for
compaction ropken is
I = =1 =�11
III -III -III -I 1-I 11-111=1
7. For patch in osphdt concrete unless otherwise
dlowy the dty
IM_
engneer
III=1 I I -I 11=1 11=1 I I -III -I
A. lord suets minimum 4' O.lm holt
( )�
concrete over 0.5 (0.15m�Gass N
aggregate
S. Arterid and collector sheets minimum 07' 0.2m)
a*hdt canaete oar 1.0' (03m) Gass N aggregate base
PATCH IN ROAD MIXED SURFACE
ASTM D 2321
tests listed /n Section 6-J.01 of the Standard Specifications,
FILENAME: ST-12REV
(or ASTM D1557, Method 'C') for trench width greater than 1.0' (0.3m).
NO TES:
If trench width is less than 1.0'(0.3n), backfill with 2 sack slurry.
STANDARD
DATE
DRAWIN 99
Backfill material within the pipe zone shall be free of
hbility of the Developer / Subdiwder / Contractor. The number
deleterious material and shall have a Sand Equivalent of not
and location of the tests shall be determined by the City
less than 20 and shall conform to the following grading. •
Engineer. the tests shall be /n accordance with the tests
Sieve Size Percentage passing
listed in Section 6-3.01 of the Standard Spedfications, (or
PAVEMENT PATCHES
CHECKED. SHAW
No. 4 35-100
No. 30 20-100
6. Each layer of backfl materia/ shall meet the compaction,
SCALE
N.T.S.
sand equivalent and gradation requirements before the next
APPROVED
layer is placed.
SHEET N0.
its alignment and grade. Each layer shall be thoroughly comp-
7. For pavement patches within paced areas, see standard
CITY OF BAKERSFIELD
ST -12
properly compacted to springline prior to proceeding.
2. Backfill for flexible pipe
CALIFORNIA
CITY ENGINEER
PUBUC WORKS DEPARTMENT
��
ii,611 anile
WD 1H
AV GWAIM
DAWENSOV
s Depth varies depending on the
1O'(a3n) Cr km
L0 a3m **f r �0 Srnm rlabr
both AWON both awn
streets Traffic Index (TI.). See
Backfl compacted to 95% relative
I
Table 'B" below
compaction in roadway areas from 3.0'
*Street TABLE 7
(0.9m) beyond back of curb, excluding '°
Zone
all but the outer 1.0' (0.3m) of the
7PAf}7C INDEX DLPTH
3.0 - 5.0 1. 2' (0.3m)
median areas, and in alleys wifhin
,�`
5.5-6.5 l.5' (0.45m)
the existing, accepted roadway
7.0 - 8.0 1..0' (0.45)
improvements
Backfill compacted to 90% relative
8.5 OR MORE 2.5' (0.75m)
compaction in all other areas c
Backfill compacted to 90%
ya
relative compaction
Backfl in pipe zone compacted
to 90% relative compaction.
Backfl materia/ within the pipe
„
.
3e Tho
Upper limit of pipe zone shall be 0'(0.3n)
above top of pipe bell or the outside diameter
zone to conform to notes 1, 2
43 -
-
of plain end pipe.
and J.
At-
-
For public utilities , construction
Haunching
requirements as per the Public
_79711=
IM_
Utilities Commission General Orders
Pipe or conduit
6.0" (0.15"
Bedding Mo erfd Rx
2(e
fie Pie as per
4. Testing of backfl materials shill be in accordance with the
ASTM D 2321
tests listed /n Section 6-J.01 of the Standard Specifications,
(or ASTM D1557, Method 'C') for trench width greater than 1.0' (0.3m).
NO TES:
If trench width is less than 1.0'(0.3n), backfill with 2 sack slurry.
1. Backfill for Rigid Pipe.
5. Compaction tests will be required and shill be the respons-
Backfill material within the pipe zone shall be free of
hbility of the Developer / Subdiwder / Contractor. The number
deleterious material and shall have a Sand Equivalent of not
and location of the tests shall be determined by the City
less than 20 and shall conform to the following grading. •
Engineer. the tests shall be /n accordance with the tests
Sieve Size Percentage passing
listed in Section 6-3.01 of the Standard Spedfications, (or
3/4' (20mm) 100
ASTM D1557, Method 'C').
No. 4 35-100
No. 30 20-100
6. Each layer of backfl materia/ shall meet the compaction,
This backfill material shall be placed in not to exceed one
sand equivalent and gradation requirements before the next
foot (1.0' loose)(0.3m) layr✓s, simultaneously on each side of the
layer is placed.
pipe /n such a manner as not to damage or disturb the pipe on
its alignment and grade. Each layer shall be thoroughly comp-
7. For pavement patches within paced areas, see standard
acted by mechanical tamping. Backfill material shall be
drawing ST -12 in this design manual.
properly 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 Gass / and If
embedment materials within the pipe zone will be considered
suitable. Within the pipe zone, water flooding and jetting shill
not be used for backfill compaction for flexible p0a the
bedding and haunching shall be hand placed to the Spring line
of the p/pe and properly compacted. For sewer main4 Gass l
bedding is required for bedding and haunching. Care shall be
taken not to dislocate the pipe. The remaining backfl in the
pipe zone shall be hand placed and compacted in Afts not to
exceed 6.0' (0.15m) thickness Backfill materia/ shall be
properly compacted to springline prior to proceeding.
the fdlowha alhal/ aWy for frond/ wAmx
PPE
WD 1H
AV GWAIM
DAWENSOV
CLASS l BEDDM
TAWM OR SURRY
1O'(a3n) Cr km
L0 a3m **f r �0 Srnm rlabr
both AWON both awn
f.0 a3Tm up
to 0' .t=in
-
f.0'(a�rn) rider �.0' a fSrn) wA r
zo'(a&n) or mono
'•5' a45m Lo' aan wider
both awn both aWn
FILENAME: ST-13REV
J. Bac011 material above the pipe zone shalt be free DAA s/z/ss
of deleterious material and lumps or stones exceeding STANDARD
4.0' (7-%m) in greatest dimension and shall be DRAY" ,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 COMPACTIONM. SHAW
by mechanical tamping. PP_n1 IIRFAAFNTC SCALE N.T.S.
Drawn: DP
Engineer: BM
Checked By
QROF ESS I O/V
��c0 pEAN R �.
o �
REGIS FRED' C/V/L NGINEER C 46803
y * EXP. 6-30-15
Cl TY OF BAKERSFIELD
1501 TRUXTUN AVENUE qTF �M�
BAKERSFIELD, CA 93301 OF CA1-�F
REVISIONS
No. DA TE DESCRIPTION
1 / /
2 / /
l4(
J_I STANDARD DETAILS
SEWER REHAB/CITATION
GOSFORD ROAD TRUNK SEWER PHASE 2
TY RECORD No.
SHEET NO.
7OF7