HomeMy WebLinkAbout1.2-6448 11KERN COUNTY CALIFORNIA
SEWER AND STORM DRAIN
CONSTRUCTIO.N PLAN
S,UMMARY Ol IMPROVEMENTS PER
SEWE[2 IMPROVEMEN_ S UNIT__11
4" LATERALS 70 BE CAPPED &REMOVED 3 EA (111 If)
STORM DRAIN IMPROVEMENTS TIAL CONFORMANCE
NEW 18" STORM DRAIN TO BE INSTALLED 24 LF 5TH SUBSTAN
EXISTING 18" STORM DRAIN TO BE REMOVED 24 LF
TYPE "A" CATCH BASINS 3 EA
r UNITS 11
91 TENT. TR. 6448
11 VEST
VICINITY MAP,
INDEX OF SHEETS
SHEET
IlIi�
i.
FORD$ AVENUE
2.
W
APARRAL
A U
BEACH ASTER DRIVE
WIVE VWE U BANK AUE
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g,
WHITE ADLER AVENUE
CENTERLINE
INVERT
0
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STORM DRAIN
' W
Z
SON ROAD
W
MANHOLE
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2
ot
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JUNCTION BOX
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04
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AVENUE
"IT{ATA AVENUE
0
STORM DRAIN MANHOLE
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EXISTING
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ELEVATION
w
t.
RIGHT OF WAY
35.
TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION
_ 1z
N-
SIQ ALE HWY
PROPOSED SEWER PER CITY STANDARDS
bo
1 §I-0,
PROJEC
SITE
VICINITY MAP,
BENCHMARK:_
TOP OF CONCRETE MONUMENT IN LAMPHbLE AT THE
CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD
AND GULIACAN 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., R.26 E. AS SHOYM ON
RECORD OF SURVEY, BOOK 17, PAGES 97 & 98
WAS USED AS THE BASIS OF BEARINGS SHOWN
HEREON,
JOINT UTILITY
TRENCH Q SEWER M AIN
4 7' TYP. �'
WATERLINE
�Ic TYP.
FINISHED STREET
GRADE m 3c:
B0» 36" TYP. 4.5' MIN.
4.5 MIN. 0 TO 7' MAX.
TO MAX. r000 TYP.
Wool
EP SEDER SLOPE LATERALS
-- -e. SET LATERAL PROVIDING PROPER
ON DE CLEARANCE UNDER WATERLINE AND
TO LOT LINE SO? THAT THE END OF -�.
LATERAL IS WITHIN REQUIRED UTILITY TRENCHES
TOLERANCE.
DETAIL
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 WATERMAN.
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.
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11 16 ( 19 24 $ TA T No. 6448 1
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SUBSTAN11AL 3 § 4
CONF<)RUIAWE 13 21 22 10
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km& 104-105
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TRACT UM
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GRAMD
CROSS VALLEY CANAL
KEY MAP ,
3 DENOTES SHEET NUMBER FOR SEWER SCALE: t =200
N OTE: 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.
EX P. 6— 30 ---1
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT*
• M. RO�JAS PUBLIC WORKS DIRECT R DATE
APPROVED BY. RAUL M
R.C.E. 30880 EXP. 12-31-13
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INDEX OF SHEETS
SHEET
IlIi�
i.
11TLE SHEET
2.
NOTES & SPECIFICA11ONS
3,
BEACH ASTER DRIVE
4.
YELLOW LUPINE DRIVE
g,
WHITE ADLER AVENUE
BENCHMARK:_
TOP OF CONCRETE MONUMENT IN LAMPHbLE AT THE
CENTERLINE INTERSECTION OF SOUTH RENFRO ROAD
AND GULIACAN 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., R.26 E. AS SHOYM ON
RECORD OF SURVEY, BOOK 17, PAGES 97 & 98
WAS USED AS THE BASIS OF BEARINGS SHOWN
HEREON,
JOINT UTILITY
TRENCH Q SEWER M AIN
4 7' TYP. �'
WATERLINE
�Ic TYP.
FINISHED STREET
GRADE m 3c:
B0» 36" TYP. 4.5' MIN.
4.5 MIN. 0 TO 7' MAX.
TO MAX. r000 TYP.
Wool
EP SEDER SLOPE LATERALS
-- -e. SET LATERAL PROVIDING PROPER
ON DE CLEARANCE UNDER WATERLINE AND
TO LOT LINE SO? THAT THE END OF -�.
LATERAL IS WITHIN REQUIRED UTILITY TRENCHES
TOLERANCE.
DETAIL
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 WATERMAN.
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.
00
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i
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i+
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•
0
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u 1
- , a� Vol a
mij
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t $ 1 { { 3{ 2{ 1 { 1 { { 5{ f { 7{ f
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m- `- P 64.
r 15 14 i 12 29
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11 1 36 37 38 24 23 22 21 20 19 18 17 { 16 { 1 -
F t { { 13 1
3 ,
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13 33 { 32 t 31 30 29 28 27 26 1 2 3 4 5 6 8 1 { 31
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- - -, -
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15 10
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16 { F 1 17 18 19 20 21 22 23 24 25 ' �.1 11 33 {
ILI TRACT No. -UN _ � • t
{ t j 12 01- -
1 E T3.� , 34 .
1 25 26 27 28 29 31 W-
2 1 ' 43 42 41 40 39 38 30 ► 1 i
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17 18 25 1 7 ' , `° 6
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{ 15 20 1 { 1 4 tt 48 47
SUBSTAN11AL 3 § 4
CONF<)RUIAWE 13 21 22 10
y 54, A
km& 104-105
am
TRACT UM
1 29 20 { Ld 19 11 r
1 1 { 1
_
�
_71— -AVE"—
- AVE "-
) 8 12 28 �
49 #
il!!IDED 17 13
111a 64M I 1 1
3 s 1
_� i � { 1 1 1{ l
�-- U N If, 1
� 3 1 2
� � 6r 4 �
4 3
1
4 1 1
5 25 { - 24 15 15 . 2 1
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1 ► _ ___ _ - �-�AI� SIC. 5 ; ; 3
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13 14 17 18 19 1 20 1 21 22 2 3 5 6
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TRACT 8 1 1
{ N I Ti
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Ex SMH 1 s C 4 R LOCC I ' �� T ' CT_Vc,�.. _ 11 _�T 1 -- - ' 331
10 D } !
or z A Ilia
5TH SU , AT N
of
Ex SMH $ _ E SOH x Sr i � 0
YELLOW LUPINE DR .aC 0
7 1 23 41 191 1 17 1 15 14 13 i _ �" 1
.t 24 1
GRAMD
CROSS VALLEY CANAL
KEY MAP ,
3 DENOTES SHEET NUMBER FOR SEWER SCALE: t =200
N OTE: 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.
EX P. 6— 30 ---1
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT*
• M. RO�JAS PUBLIC WORKS DIRECT R DATE
APPROVED BY. RAUL M
R.C.E. 30880 EXP. 12-31-13
W,
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PROPOSED SEWER PER CITY STANDARDS
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REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR
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STORM DRAIN MANHOLE
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_ 1z
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PROPOSED SEWER PER CITY STANDARDS
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EXISTING SEWER PER CITY STANDARDS
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�
EXISTING SEWER CLEaNOUT
Call: TOLL FREE
PER C.O.B. STD. SW -6.
'
AT LEAST TWO DAYS
PROPOSED SEWER MANHOLE
BEFORE YOU [11G
TYPE "A* PER G.O.B. STD. SW -4.
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
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STANDARD NOTES
1. GENERAL
CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND
SUPERVISION NECESSARY TO COMPLETE INSTALLATION.
UNDERGROUND SERVICE ALERT (11SA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS
BEFORE CONSTRUCTION. TELEPHONE 1 -$00- 227 -2600
CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS
OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL
AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY
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
TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY
THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF
THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR
SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE
CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR.
CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM
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
MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR
PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE,
BY CONTRACTOR PRIOR TO TRENCHING.
ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES,
ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED
AS DIRECTED BY THE CITY ENGINEER.
ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE WITH TIME CITY OF BAKERSFIELD STANDARD DRAWING ST -6,
EXCEPT AS NOTED ON PLANS.
2. STANDARD. „ DETr.AI LS
THE FOLLOWING CITY OF BAKERSFIELD STANDARDS
SHALL BE CONSIDERED PART OF THESE PLANS:
SW--1, SW-4, SW--5, D-14, D -18
D -189 ST -6, ST -22,
3. VCP INSTALLATION
MATERIALS : THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY
CONFORMING TO CURRENT ASTM SPECIFICATION C -700 AND SHALL BE INSTALLED IN
CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS
OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION
AND THE CURRENT ASTM SPECIFICATIONS C -12.
JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END
[W��ITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION
V -425.
IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS
BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE
DISPOSAL OF THE CONTRACTOR.
THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF
IN --SITU MATERIALS.
ACHIEVING FIRM ,RECITING , BELOW PIPE SPR,.IL4GUN„E., CONTRACTOR SHALL PROVIDE "FIRM
BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT
THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE
SPECIFICATIONS.
DELL. OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO
THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING
BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS
AND COUPLINGS SHALL BE AVOIDED.
CONTRACTOR SHALL SHOVEL - -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS
THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS.
SHOVEL - SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT
UP TO THE QUARTER POINT OF THE PIPE.
INITIAL BACKF1 L. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED
IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID
AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE
PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH
SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL
BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND
MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO
COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION
OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA - HAMMER WILL NOT BE
PERMITTED.
SU135E,QUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE
BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE
OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE
MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND /OR ROLLING,
USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER.
WHEN THE CONTRACTOR COMPACTS BY TAMPING AND /OR ROLLING, THE BACKFILL
MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE
DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR ROLLING
BEFORE SUCCEEDING LAYERS ARE PLACED.
COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE -HALF (2 -1/2) FEET OF
FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND /OR
ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON
STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2 -1/2) FEET OF FINISHED
PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907o) RELATIVE
COMPACTION.
11. WYE FITTINGS SHALL BE INJECTION MOLDED IN -LINE TYPE AND SHALL BE USED FOR ALL
LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE
HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN.
ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A
MINIMUM OF 4' BEYOND THE PROPERTY LINE WITH 30" OF COVER AT FLOW LINE.
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE
AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1.
LATERALS SHALL BE A MINIMUM OF 4.5' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY
LINE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE. REFER TO SEWER LATERAL DETAIL ON 'SHEET 1.
12. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED.
13. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD
STANDARD DRAWINGS SW -4, SW -5, AND D--18 AND SECTIONS 70 -1.02H AND 71 -1.07 OF THE
STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION,
CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY
OF BAKERSFIELD STANDARD DRAWING SW--6.
MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR
PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE
BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON
KENT -SEAL, IN A GROOVED FOUNDATION.
14. STORM 121N P,IP_L,
STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER
GASKET JOINTS, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS.
REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE
PROVISIONS IN SEC11ON 65, "REINFORCED CONCRETE PIPE ", OF THE STANDARD
SPECIFICATIONS AND THESE SPECIAL PROVISIONS.
EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE
SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE
PLANS OR SPECIFICATIONS FOR STANDARD JOINTS.
HYDROSTATIC TESTS SPECIFIED BY SECTION 65 -1,08 "LAYING SIPHON AND PRESSURE
PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED.
REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO
SECTION 65- 1.06B, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS.
HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE
CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND
APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING
AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING
WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE
REJECTED.
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SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
THE PIPE AND FITTINGS FOR 6 ", S ", 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 MANUFACTURERS RECOMMENDATIONS.
SPECIFICATION C --425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS
MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR MAINLINE"
IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET.
PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM( DRAIN OR AS
BANDSf #AL 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 GRACE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT
THE PIPE AND FIT`'1NGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING
BACKFILL TENG AND CPACTION. 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
CURRENT ASTM SPECIFICATION C -425. (STAINLESS STEEL SHEAR RINGS ARE NOT
REQUIRED)
"TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF
PUBLIC
DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE
TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT !N PROGRESS,
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.
ASS PIPE INSTALLATION
NEXT LAYER IS PLACED.
WITH BELLED END PIPE BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
MATERIALS PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE
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
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 5-39
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 ASS 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, I4 AND III EMBEDMENT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF GUTTING AND NO
MATERIALS WILL BE CONSIDERED SUITABLE.
9. SLWE�_PIPE Ibj.5jALLAT1QN
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. PIPE
MATERIALS PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
AND BACKFILL.
,BMEDZJACKED
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 OR OTHER
HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS 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 -IN FITTINGS 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.
WITH 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.
LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING /JACKING OPERATIONS
INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH
THIS CURRENT ASTM SPECIFICATION D °2321. ONLY CLASS I, II, AND III EMBEDMENT
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE.
MATERIALS WILL BE CONSIDERED SUITABLE.
THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
S C
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. PIPE LAYING SHALL BEGIN
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF
6.
TRENCLI EXCAVATION
FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER.
BORING /JACKING OPERATIONS PRIOR TO BORING OR JACKING.
THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN
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 CONDUCTS IN A SAFE N
/ [� AND EFFICIENT MANNER,
OPEN -CUT FROM THE SURFACE OF THE GROUND? EXCEPT WHERE BORING IS REQUIRED.
AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESS ES' THE
INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY
CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE
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 THE REPLACEMENT OF THE PIPELINE T 0 THE LINE AND GRADE AS INDICATED ON
WEATHER IS UNSUITABLE, AT TIMES WHEN WORK IS NOT IN PR OGRESS, 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 L 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 EXCAVATE AT EACH JOINT T
D 0 0
PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION
FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT
SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR- BLOWING
CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS
PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN
SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER P
NEE UPON HIS
APPROVAL.
PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE
SIX HA
X (6 } HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF
TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A AF P
S E OPERATION AT ALL TIMES.
INSTALLATIONS SHALL MEET CITY STANDARD ST -22. PIPE INSTALLATION FOR THE BUENA
VISTA TRUNK SEWER, PHASE 1 SHALL MEET REQUIREMENTS AS OUTLINED IN THE PIPE
CUTTING PIPE. THE
E G ONTRA T C OR 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
E E OF WORKERS OR
WORK, ALL PIP E SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES.
THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH
TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
AND INSTALL BREASTBOARDING AND /OR 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,
BRACING AND SHQR,ING
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
REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING
EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306 -1.4, "TESTING PIPELINES"
16. MINOR STRUQTU RES
THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE
OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION,
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
MINOR STRUCTURES.
G ES . PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL
TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE
PIPE SUPPLIER'S REQUIREMENTS., THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24
CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF
CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED, DURING
HOURS PRIOR TO ANY TESTING.
SECTIONS 70 - -1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE
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
SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRED THE CONTRACTOR TO SUBMIT
EXCLUDE DIRT AND ANY OTHER FOREIGN MATERIAL. WHEN PIPE LAYING IS INTERRUPTED,
AS AT NIGHT, THE PIPE ENDS SHALL BE SUITABLY CLOSED. UPON COMPLETION, AND
PLANS.
TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING,
SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE
BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANQRELLED TO
REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT,
THE PRECAST CYLINDER, TAPER, AN
IiE � E � D ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE.
OF WORKER PROTECTION, FROM THE HAZARD OF CAVING GROUND DURING THE
SPRAY HEADS ETC THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING
STRENGTH REQUIREMENT OF ASST. C -478. EACH SUCCESSIVE MANHOLE SECTION SHALL
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 "KENT SEAL" 70 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
LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS
AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION
17. ADJUST SI�I�VE,Y OIUU T.�,E�ICAS, �
PROHIBITED ON THIS PROJECT.
COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE GRADE
TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON
SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR
8.
TRENCH BACKFILL
THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH
INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN
THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE
ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S -29.
TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN
PAID AS SEWER FOR THE APPROPRIATE DIAMETERS.
ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR
THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A
THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER.
10. SYSTEM TESTING
MINIMUM OF THREE DAYS.
ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD
A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE
IN ACCORDANCE NTH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE
AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF
SEVEN SACKS OF CEMENT PER. CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR
SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED !N THE
PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN
RECOMMENDATIONS OF THE MANUFACTURER.
PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO
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
A MINIMUM OF ONE DAY.
THAN NINETY PERCENT (907') UP TO THIRTY INCHES (30) FROM FINISHED GRADE.
DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING
THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS.
BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO
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.
.EXCEED
TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER
INSPECTION SHALL BE WITNESSED BY THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL
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.
BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL 8E FREE OF DELETERIOUS MATERIALS
VIDEO CASSET'T'E, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES
AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST (DIMENSION AND
THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS)
AN OPEN STREET PERMIT SHAD. BE OBTAINED FROM THE CITY OF BAKERSFIELD
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.
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ABBSEVIATIONS
CL CENTERLINE JOINT UTILITY
INV INVERT TRENCH SEWER MAIN
SD STORM DRAIN
MH MANHOLE 7*
CB CATCH BASIN 4 Typ.
J13 JUNCTION BOX 51 4'
SMH SEWER MANHOLE TYP. WATERLINE
sco SEWER CLEANOUT 0 -4 FINISHED STREET
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EXISTING SEWER EXISTING SEWER LATERAL
PROPOSED SEWER PER CITY STANDARDS LATERAL TO REMAIN CUT CAP EXISTING SEWER PORTION TO BE REMOVED
S EXISTING SEWER PER CITY STANDARDS LATERAL 1' PAST WYE UNLESS OTHERWISE NOTED.
EXISTING SEWER MANHOLE
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*100,0
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Call: TOLL FREE
1 mm800- 227--w2600
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SEE SEPARATE APPROVED PLANS
330 330
10 11 12 13 14 15 16 17 18
FN o
ABBSEVIATIONS
CL CENTERLINE JOINT UTILITY
INV INVERT TRENCH SEWER MAIN
SD STORM DRAIN
MH MANHOLE 7*
CB CATCH BASIN 4 Typ.
J13 JUNCTION BOX 51 4'
SMH SEWER MANHOLE TYP. WATERLINE
sco SEWER CLEANOUT 0 -4 FINISHED STREET
1< < (> _j
SDMH STORM DRAIN MANHOLE GRADE <
EXIST EXISTING
ELEV UVA11ON 36" TYP.
R/W RIGHT OF WAY 4.5' MIN. 0 60m
TO 71 MAX. TYP.
q T.O.M• TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
1% MIN.
EXISTING SEWER EXISTING SEWER LATERAL
PROPOSED SEWER PER CITY STANDARDS LATERAL TO REMAIN CUT CAP EXISTING SEWER PORTION TO BE REMOVED
S EXISTING SEWER PER CITY STANDARDS LATERAL 1' PAST WYE UNLESS OTHERWISE NOTED.
EXISTING SEWER MANHOLE
TYPE "A" PER C.O.B. STD. SW-4, DETAIL
EXISTING SEWER CLEANOUT SEWER LATERAL CAP & REMOVAL
PER C.O.B. STD. SW-6.
*100,0
PROPOSED SEWER MANHOLE
TYPE # A # PER C.O.B. STD. SW-4.
NOTE:
1) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
4.5' MIN.
TO 7" MAX.
D►I�'r T
Call: TOLL FREE
1 mm800- 227--w2600
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
OF SOUTHERN CALIFORNIA
Iw Iwv t - w w