HomeMy WebLinkAbout1.2-6448 11 Record DrawingsSUMMARY QF IMPROVEMENTS
5EMR, IMPR0ffMEbj IS
4" LATERALS TO BE CAPPED & REMOVED
STORM DRAIN IMPROVEMENTS
NEW 18" STORM DRAIN TO BE INSTALLED
EXISTING 18" STORM DRAIN TO BE REMOVED
TYPE "A* CATCH BASINS
JOINT UTILITY
TRENCH
71
TYP.
jJ
4.5" MIN. BO"
TO 7' MAX. 0 0 TYP.
0
1001
17- MIN.
ON DEEP SEWER, SLOPE LATERALS
TO LOT LINE SO THAT THE END OF
LATERAL IS WITHIN REQUIRED
TOLERANCE.
3 EA (111 If)
24 LF
24 LF
3 EA
BENCHMARK:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD
AND CULIACAN AVENUE.
ELEVATION - 356.34 PER CITY BENCHMARK BOOK
FOR TRACT 4708
BASIS OF BEARINGS.
THE BEARING OF N 89*27*59" W SHOWN FOR
THE NORTH LINE OF THE NORTHEAST QUARTER
OF SECTION 3, T.30 S.j R.26 E. AS SHOWN ON
RECORD OF SURVEY, BOOK 17, PAGES 97 & 98
WAS USED AS THE BASIS OF BEARINGS SHOWN
HEREON.
(L SEWER M AIN
Q
5
TYP.
��a
WATERLINE
FINISHED STREET
GRADE
36" TYP.
1% MIN,
III I I I I I I I I I I I I III I I I I I I I I I I I I ... INI 11 -1
S - SET LATERAL PROVIDING PROPER
CLEARANCE UNDER WATERLINE AND
UTILITY TRENCHES
I
N.T.S.
I?_ p
1 4
m
TYPICAL SEWER LATERAL INSTALLATION
FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS,
THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH.
THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN
CROSSING OVER THE WATERMAIN.
A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A
CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC
PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED.
4.5" MIN.
TO 7$ M AX.
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17 18 191 20 21 22
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6448
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36 35 34 33 32
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1 16 17 18 19 1 20 1 21 22
4
10 ji
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ems- go loom I- d
6 Z low
-ORI CT _uNrr 1
-BR' 132-4 m_
MAP Ms. 7
7 8 9 Z4 10 11 12 13 14 15 16
ISM go" -maw 8
I modsmi"400" Offlow
6 4 3 '2'
LS
TRACT Not -UNIT 9 1-0 T -
SMH 131� AP B. lAe-146 cis g
z
ASTER DR_1WExSMH 4 EX SMH 5
tH 1 10
ol
151.
14 1 16 17 18 19 20 21 2 2
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2 5 8
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CCU LOT
ACT No. 6448-UW 2 L z
ME I - I
441 EX
sm 8 EX H 9 EX SMH 10
"'T 6448 SOW LUPINE 0/
L-S-1 im
@5 24 23 22 21 2 0 10 18 !7 16 15 14 13 12 LOT CL
1 4 4
CROSS VALLEY CANAL
�3KEY AP
DENOTES SHEET NUMBER FOR SEWER SCALE: 1 " M 100'
CITY
1= BAKERSFIELD
KERN COUNTY CALIFORNIA
SEWER AND STORM DRAIN
CONSTRUCTION PLAN
PER
5TH SUBSTANTIAL CONFORMANCE
VEST, TENT. TR. 6448 -UNITS 11
E D:
CL
INV
SD
MH
CB
JB
SMH
sco
SDMH
EXIST
ELEV
R/W
s
IS
NOTE-ow 1 PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN
24 HOURS NOTICE, TELEPHONE 326-3049
2* ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS &STANDARDS
SET FORTH BY THE CITY OF BAKERSFIELD HAVE
BEEN MET.
ENGINEER'S STATEMENT
THESE PLANS.- AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA,
AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY
OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
EXP. 6-30-14
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT,
APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECT DATE
R.C.E. 39880 EXP. 12-31-13
� r t3
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE
A15BREM61ION5
CENTERLINE
INVERT
STORM DRAIN
MANHOLE
CATCH BASIN
JUNCTION BOX
SEWER MANHOLE
SEWER CLEANOUT
STORM DRAIN MANHOLE
EXISTING
ELEVATION
RIGHT OF WAY
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
PROPOSED SEWER PER CITY STANDARDS
EXISTING SEWER PER CITY STANDARDS
EXISTING SEWER MANHOLE
TYPE *Am PER C.O.8. STD. SI.
EXISTING SEWER CLEANOUT
PER C.O.B. STD. SW-8.
PROPOSED SEWER MANHOLE
TYPE *A* PER C.O.B. STD. SW-4.
7 -i7 -Id
DIG T
Call: TOLL FREE
1-800-227-m-2600
AT LEAST M DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
L OF SOUTHERN CALIFORNIA
0')
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VICINITY MAP
INDEX OF SHEETS
SHEET
THE LORDS AVENUE
1,
'W
2*
NOTES & SPECIFlCAiIONS
AEARRAL
ON DRIVE S
4.
YELLOW LUPINE DRIVE
5*
WHIiE ADLER AVENUE
AVENU
AVENUE VEST
VE
VE NNYBANK AVENUE
U
c4"W♦
low
AVENUE--
A
07 W
co Z
cz
Lu 0
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AVENUE
< -nATA AVENUE
04
00
Z
p
z
w
z
low
-.STOCK ALE HWY
Ix
PROJEC
SITE
BENCHMARK:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD
AND CULIACAN AVENUE.
ELEVATION - 356.34 PER CITY BENCHMARK BOOK
FOR TRACT 4708
BASIS OF BEARINGS.
THE BEARING OF N 89*27*59" W SHOWN FOR
THE NORTH LINE OF THE NORTHEAST QUARTER
OF SECTION 3, T.30 S.j R.26 E. AS SHOWN ON
RECORD OF SURVEY, BOOK 17, PAGES 97 & 98
WAS USED AS THE BASIS OF BEARINGS SHOWN
HEREON.
(L SEWER M AIN
Q
5
TYP.
��a
WATERLINE
FINISHED STREET
GRADE
36" TYP.
1% MIN,
III I I I I I I I I I I I I III I I I I I I I I I I I I ... INI 11 -1
S - SET LATERAL PROVIDING PROPER
CLEARANCE UNDER WATERLINE AND
UTILITY TRENCHES
I
N.T.S.
I?_ p
1 4
m
TYPICAL SEWER LATERAL INSTALLATION
FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS,
THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH.
THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN
CROSSING OVER THE WATERMAIN.
A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A
CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC
PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED.
4.5" MIN.
TO 7$ M AX.
STGGKDALE-
_mmw_qmff__1W1� Wit. mft_�
w*_m IIIm Mvi 1w UMII� Rim-wo-m
t 7 1 6
5 4
8 3 2
9
10
I /f3741
35 36
37
12 6*W
iR U N I T
13 33 32 31 30
14
15
16
17 18 191 20 21 22
'm a- awn vommam-wo
j
42 41
40 39 38
3
4
5
11 fF';�,df .34 35 16 37
6
1A]
C(DOIFF)RIWAME
6448
pjjlll�1111��jj
:�� ! r r
imi ANMAL
4TH Qr-%UB!"���`iT4
CON FORMANCE on
TRACT 6448
mommIIII. y jsLy
GRADED
F
8
u 3 1 4 5 6 7
2 1 9
9
r(
RAIPT No. 6448-UNT 3%.
10 28
15 i 14 12 29
24 .23 22 21 20 19 18 1 1 7 1 10
13
ir 30 1
L —.1
7
28 27 26 1 2 3 4 5 b
8
1 31
9
32
AmtvL
3 24 25
36 35 34 33 32
1 j I I
ICL i I 1 33 0)1 1
I TRACT N16. 64M-U co
mm-m *-am am-IN 0 mm ; _Q
T2
'i-mAp*. J'A PGSL 1 11 1 < 9w
5 26 27 1 1 28 29 30 31 T3 0 34 CL
ZA
L 14
35k'
15
TRLWfMF_ — LACE� M
L 16 36F -(<Ll 1
24 23 22 21 20 19 18 17
2
37
7
6 5 4 3 3
2 1 1 1 CT Ng.
10 q I 1 38
IT I
13K. 54,
7 1 39
............ 6
r /40
MACT No. 6448 )1 .1 __T
8
9 4
11 48 47
kp %54,
0 kisL 104-105
4— -CMACAtt
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-AWNUE-
12
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13 =a
14 1
L4
15
UNFT
MAP'BK 59,
T 3
CGS, 11
-M
5 6
1 16 17 18 19 1 20 1 21 22
4
10 ji
5 4 3 2 1 15 14 1 13 1 12 1 5
ems- go loom I- d
6 Z low
-ORI CT _uNrr 1
-BR' 132-4 m_
MAP Ms. 7
7 8 9 Z4 10 11 12 13 14 15 16
ISM go" -maw 8
I modsmi"400" Offlow
6 4 3 '2'
LS
TRACT Not -UNIT 9 1-0 T -
SMH 131� AP B. lAe-146 cis g
z
ASTER DR_1WExSMH 4 EX SMH 5
tH 1 10
ol
151.
14 1 16 17 18 19 20 21 2 2
LOT :31
Go
1114 74 /23/ 14 1 ML'01 2 -7 a i
2 5 8
4 6 9 10 LS.
CCU LOT
ACT No. 6448-UW 2 L z
ME I - I
441 EX
sm 8 EX H 9 EX SMH 10
"'T 6448 SOW LUPINE 0/
L-S-1 im
@5 24 23 22 21 2 0 10 18 !7 16 15 14 13 12 LOT CL
1 4 4
CROSS VALLEY CANAL
�3KEY AP
DENOTES SHEET NUMBER FOR SEWER SCALE: 1 " M 100'
CITY
1= BAKERSFIELD
KERN COUNTY CALIFORNIA
SEWER AND STORM DRAIN
CONSTRUCTION PLAN
PER
5TH SUBSTANTIAL CONFORMANCE
VEST, TENT. TR. 6448 -UNITS 11
E D:
CL
INV
SD
MH
CB
JB
SMH
sco
SDMH
EXIST
ELEV
R/W
s
IS
NOTE-ow 1 PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN
24 HOURS NOTICE, TELEPHONE 326-3049
2* ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS &STANDARDS
SET FORTH BY THE CITY OF BAKERSFIELD HAVE
BEEN MET.
ENGINEER'S STATEMENT
THESE PLANS.- AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA,
AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY
OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
EXP. 6-30-14
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT,
APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECT DATE
R.C.E. 39880 EXP. 12-31-13
� r t3
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE
A15BREM61ION5
CENTERLINE
INVERT
STORM DRAIN
MANHOLE
CATCH BASIN
JUNCTION BOX
SEWER MANHOLE
SEWER CLEANOUT
STORM DRAIN MANHOLE
EXISTING
ELEVATION
RIGHT OF WAY
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
PROPOSED SEWER PER CITY STANDARDS
EXISTING SEWER PER CITY STANDARDS
EXISTING SEWER MANHOLE
TYPE *Am PER C.O.8. STD. SI.
EXISTING SEWER CLEANOUT
PER C.O.B. STD. SW-8.
PROPOSED SEWER MANHOLE
TYPE *A* PER C.O.B. STD. SW-4.
7 -i7 -Id
DIG T
Call: TOLL FREE
1-800-227-m-2600
AT LEAST M DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
L OF SOUTHERN CALIFORNIA
0')
0
to
0 z 00
0
z u-
uj
ui
(D
0
C:) U- 0 (.0
W
Y.
m
0
co
to
0
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4 J
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n roe)
>
0
`'
cx"
w
191�
wjg
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0
V)
5;
W`
w
co cd
VICINITY MAP
INDEX OF SHEETS
SHEET
13M,
1,
T1TLE SHEET
2*
NOTES & SPECIFlCAiIONS
3,
BEACH ASTER DRIVE
4.
YELLOW LUPINE DRIVE
5*
WHIiE ADLER AVENUE
BENCHMARK:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD
AND CULIACAN AVENUE.
ELEVATION - 356.34 PER CITY BENCHMARK BOOK
FOR TRACT 4708
BASIS OF BEARINGS.
THE BEARING OF N 89*27*59" W SHOWN FOR
THE NORTH LINE OF THE NORTHEAST QUARTER
OF SECTION 3, T.30 S.j R.26 E. AS SHOWN ON
RECORD OF SURVEY, BOOK 17, PAGES 97 & 98
WAS USED AS THE BASIS OF BEARINGS SHOWN
HEREON.
(L SEWER M AIN
Q
5
TYP.
��a
WATERLINE
FINISHED STREET
GRADE
36" TYP.
1% MIN,
III I I I I I I I I I I I I III I I I I I I I I I I I I ... INI 11 -1
S - SET LATERAL PROVIDING PROPER
CLEARANCE UNDER WATERLINE AND
UTILITY TRENCHES
I
N.T.S.
I?_ p
1 4
m
TYPICAL SEWER LATERAL INSTALLATION
FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS,
THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH.
THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN
CROSSING OVER THE WATERMAIN.
A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A
CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC
PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED.
4.5" MIN.
TO 7$ M AX.
STGGKDALE-
_mmw_qmff__1W1� Wit. mft_�
w*_m IIIm Mvi 1w UMII� Rim-wo-m
t 7 1 6
5 4
8 3 2
9
10
I /f3741
35 36
37
12 6*W
iR U N I T
13 33 32 31 30
14
15
16
17 18 191 20 21 22
'm a- awn vommam-wo
j
42 41
40 39 38
3
4
5
11 fF';�,df .34 35 16 37
6
1A]
C(DOIFF)RIWAME
6448
pjjlll�1111��jj
:�� ! r r
imi ANMAL
4TH Qr-%UB!"���`iT4
CON FORMANCE on
TRACT 6448
mommIIII. y jsLy
GRADED
F
8
u 3 1 4 5 6 7
2 1 9
9
r(
RAIPT No. 6448-UNT 3%.
10 28
15 i 14 12 29
24 .23 22 21 20 19 18 1 1 7 1 10
13
ir 30 1
L —.1
7
28 27 26 1 2 3 4 5 b
8
1 31
9
32
AmtvL
3 24 25
36 35 34 33 32
1 j I I
ICL i I 1 33 0)1 1
I TRACT N16. 64M-U co
mm-m *-am am-IN 0 mm ; _Q
T2
'i-mAp*. J'A PGSL 1 11 1 < 9w
5 26 27 1 1 28 29 30 31 T3 0 34 CL
ZA
L 14
35k'
15
TRLWfMF_ — LACE� M
L 16 36F -(<Ll 1
24 23 22 21 20 19 18 17
2
37
7
6 5 4 3 3
2 1 1 1 CT Ng.
10 q I 1 38
IT I
13K. 54,
7 1 39
............ 6
r /40
MACT No. 6448 )1 .1 __T
8
9 4
11 48 47
kp %54,
0 kisL 104-105
4— -CMACAtt
_D
-AWNUE-
12
-al 9-m- owo
49
13 =a
14 1
L4
15
UNFT
MAP'BK 59,
T 3
CGS, 11
-M
5 6
1 16 17 18 19 1 20 1 21 22
4
10 ji
5 4 3 2 1 15 14 1 13 1 12 1 5
ems- go loom I- d
6 Z low
-ORI CT _uNrr 1
-BR' 132-4 m_
MAP Ms. 7
7 8 9 Z4 10 11 12 13 14 15 16
ISM go" -maw 8
I modsmi"400" Offlow
6 4 3 '2'
LS
TRACT Not -UNIT 9 1-0 T -
SMH 131� AP B. lAe-146 cis g
z
ASTER DR_1WExSMH 4 EX SMH 5
tH 1 10
ol
151.
14 1 16 17 18 19 20 21 2 2
LOT :31
Go
1114 74 /23/ 14 1 ML'01 2 -7 a i
2 5 8
4 6 9 10 LS.
CCU LOT
ACT No. 6448-UW 2 L z
ME I - I
441 EX
sm 8 EX H 9 EX SMH 10
"'T 6448 SOW LUPINE 0/
L-S-1 im
@5 24 23 22 21 2 0 10 18 !7 16 15 14 13 12 LOT CL
1 4 4
CROSS VALLEY CANAL
�3KEY AP
DENOTES SHEET NUMBER FOR SEWER SCALE: 1 " M 100'
CITY
1= BAKERSFIELD
KERN COUNTY CALIFORNIA
SEWER AND STORM DRAIN
CONSTRUCTION PLAN
PER
5TH SUBSTANTIAL CONFORMANCE
VEST, TENT. TR. 6448 -UNITS 11
E D:
CL
INV
SD
MH
CB
JB
SMH
sco
SDMH
EXIST
ELEV
R/W
s
IS
NOTE-ow 1 PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN
24 HOURS NOTICE, TELEPHONE 326-3049
2* ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS &STANDARDS
SET FORTH BY THE CITY OF BAKERSFIELD HAVE
BEEN MET.
ENGINEER'S STATEMENT
THESE PLANS.- AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY
DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH
CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA,
AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY
OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS
AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION.
EXP. 6-30-14
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT,
APPROVED BY: RAUL M. ROJAS PUBLIC WORKS DIRECT DATE
R.C.E. 39880 EXP. 12-31-13
� r t3
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE
A15BREM61ION5
CENTERLINE
INVERT
STORM DRAIN
MANHOLE
CATCH BASIN
JUNCTION BOX
SEWER MANHOLE
SEWER CLEANOUT
STORM DRAIN MANHOLE
EXISTING
ELEVATION
RIGHT OF WAY
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
PROPOSED SEWER PER CITY STANDARDS
EXISTING SEWER PER CITY STANDARDS
EXISTING SEWER MANHOLE
TYPE *Am PER C.O.8. STD. SI.
EXISTING SEWER CLEANOUT
PER C.O.B. STD. SW-8.
PROPOSED SEWER MANHOLE
TYPE *A* PER C.O.B. STD. SW-4.
7 -i7 -Id
DIG T
Call: TOLL FREE
1-800-227-m-2600
AT LEAST M DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
L OF SOUTHERN CALIFORNIA
0')
0
to
0 z 00
0
z u-
uj
ui
(D
0
C:) U- 0 (.0
W
Y.
m
0
co
to
0
45
4 J
wj
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191�
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STANDARD NOTES
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11.
WYE FITTINGS SHALL BE INJECTION MOLDED IN- -LINE TYPE AND SHALL BE USED FOR ALL
1.
GENERAL
IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS
LATERAL CONNEC11ONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE
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BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE
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HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN.
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CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND
DISPOSAL OF THE CONTRACTOR.
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SUPERVISION NECESSARY TO COMPLETE INSTALLATION.
ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING, A
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THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF
MINIMUM OF 4' BEYOND THE PROPERTY LINE WITH 30" OF COVER AT FLOW LINE.
UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS
IN --SITU MATERIALS.
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BEFORE CONSTRUCTION. TELEPHONE 1- -$00- 227 -2500
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SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE
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ACHtEVII�IG FIRM , BEDDING BELQWN, PtPE SPRINGLIN CONTRACTOR SHALL PROVIDE "FIRM
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AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1.
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CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS
BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT
OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL.
THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE
LATERALS SHALL BE A MINIMUM OF 4.5' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY
AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY
SPECIFICATIONS.
LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. REFER TO SEWER LATERAL DETAIL ON SHEET 1.
EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY
UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER
BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO
12.
ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED.
TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY
THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING
THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF
BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS
13.
ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR
AND COUPLINGS SHALL BE AVOIDED.
STANDARD DRAWINGS SIN --4, SW -5, AND D-18 AND SECTIONS 70-1.02H AND 71 -1.07 OF THE
SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE
STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION,
CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR.
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CONTRACTOR SHALL SHOVEL-SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS
CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY
THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS.
OF BAKERSFIELD STANDARD DRAWING SW --63.
SHOVEL - -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT
CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM
UP TO THE QUARTER PAINT OF THE PIPE.
MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 4$" IN DIAMETER AND TYPE "B" FOR
DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES
SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE
INITIAL. BACKF{L.1.. BEDDING MATERIAL AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED
PIPES 48" IN (DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE
MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR
IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID
BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON
KENT -SEAL, IN A GROOVED FOUNDATION.
PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE,
AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES ,AND OVER THE
BY CONTRACTOR PRIOR TO TRENCHING.
PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH
14.
STORM DIN PIPS
SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL
ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES,
ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED
BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND
STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS Ili WITH RUBBER
MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO
GASKET JOINTS, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS.
AS DIRECTED BY THE CITY ENGINEER:.
COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION
OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE
ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -- HAMMER WILL NOT BE
PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE ", OF THE STANDARD
REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6,
PERMITTED.
SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
EXCEPT AS NOTED ON PLANS.
SUj35EQUENNOACKEILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE
EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE
2.
STANQARD.,[ TAI S
BACKFILLED NTH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE
SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE
THE FOLLOWING CITY OF BAKERSFIELD STANDARDS
OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE
PLANS OR SPECIFICATIONS FOR STANDARD JOINTS.
MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING,
SHALL BE CONSIDERED PART OF THESE PLANS:
SW-1, SW -4, SW-5, D -14, D---1 f>
USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER.
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HYDROSTATIC TESTS SPECIFIED BY SECTION 55- -1.08 LAYING SIPHON AND PRESSURE
D -18, ST -6, ST -22,
WHEN THE CONTRACTOR COMPACTS BY TAMPING ROLLING, AND/OR BACKFILL
TH
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PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED.
3.
VCP INSTALLATION
MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE
REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO
DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING
SECTION 55- 1.068, "RUBBER GASKETED JOINTS ", OF THE , STANDARD SPECIFICATIONS.
MATERIALS THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY
BEFORE SUCCEEDING LAYERS ARE PLACED.
CONFORMING TO CURRENT ASTM SPECIFICATION C -700 AND SHALL BE INSTALLED IN
HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE
CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS
COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF
CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND
OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION
FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR
APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING
AND THE CURRENT ASTM SPECIFICATIONS C -12.
ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON
AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
STREETS, THE BACKFILL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF FINISHED
RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING
JOINTS THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END
PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (905ro) RELATIVE
WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE
WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION
COMPACTION.
REJECTED.
C -425,
SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM
LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
FITTINGS " " ,� ,.
THE PIPE AND F17INGS FQR 6 , 8% 10 *% AND 12 SANITARY SEWER MAINS MAY
STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE
THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM
MATTER, OR OTHER UNSATISFACTORY MATERIALS.
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
SPECIFICATION C -425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS
MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR OMAINLINE"
IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET.
RIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS
BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED.
WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON- STREET AREAS.
DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE
TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT
THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING
BACKFILL TESTING AND QPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION
WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE
LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE
SHALL BE IN ACCORDANCE WITH SECTION 19 "EARTHWORK" AND SECTION 6 -3
WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND
DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE
CURRENT ASTM SPECIFICATION C-- 425. (STAINLESS STEEL SHEAR RINGS ARE NOT
"TESTING ", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF
TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS,
REQUIRED)
PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL
OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED.
MEET THE COMPACTION, SAND EQUIVALENT AND GRADATION REQUIREMENTS BEFORE THE
4.
ABS PIPE INSTALLATION
NEXT LAYER IS PLACED.
WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT
MATERIALS PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE
PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN
ASTM SPECIFICATIONS D -2680 AND D- -2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS
COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39
SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF
THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER
AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS.
INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED
ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (907)
IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED.
RELATIVE COMPACTION FOR THE TOP FINISHED 30 ", AND SHALL BE DETERMINED BY
THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM
JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE
CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE
BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE.
IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE
OF THE FOLLOWING D2922 OR D1556.
CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD,
CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND
IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE
SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE
INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH
SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE- EXCAVATED AND RE- COMPACTED.
WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES.
THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS 1, It, AND II! EMBEDMENT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
MATERIALS WILL BE CONSIDERED SUITABLE.
9. SEWER PIPE IN5TALLATIQN
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
OR INCORRECTLY CUT.
5.
PVC PIPE INSTALLATION
SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE
PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING
15.
BGR /JACKED EIRE
MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
AND BACKFILL.
ASTM SPECIFICATION D -3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS
CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE
THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS (� OTHER
HANDLING OF MATERIALS. A PIP FITTINGS, SPECIALS
L ALL E, I NGS, S EC ALS AND CASTINGS MUST BE
INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE
INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED
CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND
TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH
IN LINE ON NEW PIPELINES; CUT -1N FITT'INGS ARE NOT PERMITTED.
APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING
SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE
JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL
AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE
BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE
RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING
BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH
CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
NTH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE
OF PIPE. DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL
REJECTED.
REJECTED.
LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING /JACKING OPERATIONS
INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE.
THE CURRENT ASTM SPECIFICATION D -2321. ONLY CLASS 1, lit AND {II EMBEDMENT
THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
MATERIALS WILL BE CONSIDERED SUITABLE.
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF
6.
TRENt�_H E,XCAVAT�
FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER.
BORING /JACKING
JACKING OPERATIONS PRIOR TO BORING OR JACKING.
PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN
SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE
BORING /JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER,
THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN
AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE
CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE
OPEN --CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED.
INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY
PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL
THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S -39 AND DETAILED
SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION.
DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE
ALLOW TIME REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON
WEATHER IS UNSUITABLE, AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF
THE PLANS.
THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH
PIPE AND FITTINGS SHALL BE CLOSED.
UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE
PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF
THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE.
WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION
SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR- BLOWING
FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT
PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN
SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS
CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS
PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE
SIX (5} HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF
APPROVAL.
TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT
THE VARIATIONS 1N JOINT CONSTRUCTION OPERATIONS.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES.
INSTALLATIONS SHALL MEET CITY STANDARD ST -22. PIPE INSTALLATION FOR THE BUENA
VISTA TRUNK SEWER, PHASE I SHALL MEET REQUIREMENTS AS OUTLINED IN THE PIPE
CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND
SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE
OPTIONS, BUT IN NO CASE SHALL BE LESS THAN ASTM CLASS D TRENCH REQUIREMENTS.
SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE
SLOUGHING OF EACH MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR
THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH
WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY WITH SMOOTH EDGES AND FACES.
TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
ANb INSTALL BREASTBOARDING AND /QR FACE CLOSURE WITH SUFFICIENT JACKS TO
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
INHIBIT THE SLOUGHING AND /OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE
7,
BEACINQ AND SjjQRING
OR INCORRECTLY CUT.
RESUMING WORK, SHALL FURNISH THE ENGINEER. WITH A DETAILED PLAN OF PRECEDING
WITH THE WORK., FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE
EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND
PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED
WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION
REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR
AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE
WILL BE MADE THEREFORE.
DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A
UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318- -6(4 ), OR THE WATER
"TESTING
16.
MINOR STRUCTURES
REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING
EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4;, PIPELINES"
THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE
OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION,
MINOR STRUCTURES. PORTLAND EVENT
C CONCRETE M {NOR STRUCTURES SHALL
RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION
AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE
CONFORM, IN DESIGN MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF
TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE
PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24
,
SECTIONS 70 -1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING
BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE
HOURS PRIOR TO ANY TESTING.
PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS
BACKFILL AT ALL TIMES.
CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO
SW -4 AND SW -5, DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD
STANDARD D ---14. TEMPORARY INLETS GRATED SHALL CONFORM TO DETAILS ON THE
EXCLUDE DIRT` AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED,
PLANS.
SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT
AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND
TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING,
BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO
THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE
SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT,
SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING
STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL
"KENT
EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF
FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE.
BE SET ON A BED OF PORTLAND CEMENT GROUT OR SEAL" TO MAKE A
SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE
WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE AND SHALL BE SET
CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A
SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD.
PLUMB,
REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE
EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO
17.
A
LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS
AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION
PROHIBITED ON THIS PROJECT.
COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE
SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR
8.
TRENCH BACKFILL
TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON
INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS IN
THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH
ACCORDANCE WITH THESE SPECIAL PROVISIONS AND CITY STANDARD S -29.
THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE
TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN
PAID AS SEWER FOR THE APPROPRIATE DIAMETERS.
THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A
ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR
MINIMUM OF THREE DAYS.
THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER.
10. SYSTEM TESTING
A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE
AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF
ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD
IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE
SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND TIME' TIME REQUIRED FOR
SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE
RECQMMENDATi0N5 OF THE MANUFACTURER.
PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO
PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN
A MINIMUM OF ONE DAY.
ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS
PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT
THAN NINETY PERCENT (907") UP TO THIRTY INCHES (301*) FROM FINISHED GRADE.
DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING
TIME MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS.
360 °, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO
CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED.
BACKFILL MATERIAL IN
S THE PIPE SHALL 8E PLACED IN LAYERS NOT TO EXCEED
INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL
TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER
AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF
ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS
AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE.
ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED
SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.
VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES
BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS
LETE S
THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS)
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD
AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND
OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CITY ENGINEER
PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET
SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER
PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF
RIGHT -OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A► .DEPOSIT
SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A
THE CITY.
BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE
COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED.
RIGHT- OF- -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE
THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION
PERMIT.
ABOVE THE PIPE ZONE WILL BE ALLOWED.
7"Wl 7 40 / q
DIG ALERT
Call: TOLL FREE
1 -$00 -227 -2600
At LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
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BEACH ASTER DRIVE
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SCALE: 1" = 50' HORIZONTAL
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CENTERLINE OF 20* WIDE
PUBLIC UTILITY EASEMENT
TO BE DEDICATED BY
SEPARATE INSTRUMENT
PALE LILAC LANE
SEE SEPARATE
APPROVED PLANS
INSTALL NEW 23.48 LF OF
364
364
EXISTING 32.17 _F OF
18" RGJ-RCP @ 0.19
:z
362
362
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ALL EXISTING SEWER MANHOLES ARE TO
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TR. o^448 IVINIT 11
BEACH ASTER DRIVE
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SCALE: 1" = 50' HORIZONTAL
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CENTERLINE OF 20* WIDE
PUBLIC UTILITY EASEMENT
TO BE DEDICATED BY
SEPARATE INSTRUMENT
PALE LILAC LANE
SEE SEPARATE
APPROVED PLANS
INSTALL NEW 23.48 LF OF
364
364
EXISTING 32.17 _F OF
18" RGJ-RCP @ 0.19
:z
362
362
C..3
<
ALL EXISTING SEWER MANHOLES ARE TO
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360
358
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352
350
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342
340
SECTION A
SCALE.- 1" = 56 HORIZ.
1' = 5' PERT.
3
364
362
360
3,58
356
354
352
350
348
346
344
342
340
LEGEN.Q. 41
CL
IN
SD
MH
CB
J13
SMH
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SDMH
EXIST
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.O.M.
S
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ABBREVIATIONS
CENTERLINE
INVERT
STORM DRAIN
MANHOLE
CATCH BASIN
JUNCTION BOX
SEWER MANHOLE
SEWER CLEANOUT
STORM DRAIN MANHOLE
EXISTING
ELEVATION
RIGHT OF WAY
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
EXISTING SEWER PER CITY STANDARDS
EXISTING SEWER MANHOLE
TYPE "A" PER C.O.B. STD. SW-4.
EXISTING SEWER CLEANOUT
PER C.O.B. STD. SW-6.
EXISTING STORM DRAIN PER CITY STANDARDS
EXISTING STORM DRAIN
MANHOLE TYPE *A* PER C.O.B. STD. SW-4
CONSTRUCT CATCH BASIN
TYPE "'e PER C.O.B. STD. D-14.
SECTION DESIGNATION:
SEC11ON LETTER
L. son nomemommmouna � lallllim
SHEET WHERE SECTION IS SHOWN
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "An
WITH 3.5" OPENINGS PER C.O.B. STD. D-14.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
we
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M. BK.39, PG,, 98
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SECTION A
SCALE.- 1" = 56 HORIZ.
1' = 5' PERT.
3
364
362
360
3,58
356
354
352
350
348
346
344
342
340
LEGEN.Q. 41
CL
IN
SD
MH
CB
J13
SMH
SCO
SDMH
EXIST
El EV
R/W
�9T�
.O.M.
S
0
ABBREVIATIONS
CENTERLINE
INVERT
STORM DRAIN
MANHOLE
CATCH BASIN
JUNCTION BOX
SEWER MANHOLE
SEWER CLEANOUT
STORM DRAIN MANHOLE
EXISTING
ELEVATION
RIGHT OF WAY
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
EXISTING SEWER PER CITY STANDARDS
EXISTING SEWER MANHOLE
TYPE "A" PER C.O.B. STD. SW-4.
EXISTING SEWER CLEANOUT
PER C.O.B. STD. SW-6.
EXISTING STORM DRAIN PER CITY STANDARDS
EXISTING STORM DRAIN
MANHOLE TYPE *A* PER C.O.B. STD. SW-4
CONSTRUCT CATCH BASIN
TYPE "'e PER C.O.B. STD. D-14.
SECTION DESIGNATION:
SEC11ON LETTER
L. son nomemommmouna � lallllim
SHEET WHERE SECTION IS SHOWN
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "An
WITH 3.5" OPENINGS PER C.O.B. STD. D-14.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
we
cn
9
CDC> -c;j— CD
0000
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10
T 1.
RAT O. 5444
M. BK.39, PG,, 98
1
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