HomeMy WebLinkAbout1.2-6760LEGEND.
CONSTRUCT SEWER PER CITY STANDARDS
ABBREVIATIONS
CL
CENTERLINE
INV
INVERT
SD
STORM DRAIN
MH
MANHOLE
CB
CATCH BASIN
JB
JUNCTION BOX
SMH
SEWER MANHOLE
SCO
SEWER CLEANOUT
SDMH
STORM DRAIN MANHOLE
EXIST
EXISTING
ELEV
ELEVATION
R/W
RIGHT OF WAY
r 0-M- 363 22~_
TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
• s
CONSTRUCT SEWER PER CITY STANDARDS
CONSTRUCT SEWER MANHOLE
TYPE "A" PER C.O.B. STD. S-7.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. S-20.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
CONSTRUCT STORM DRAIN
MANHOLE TYPE "A" PER C.O.B. STD. S-7.
Istr
CONSTRUCT CATCH BASIN
TYPE "A" PER C.O.B. STD. S-12.
W_
WATER LINE SHOWN AT LOCATIONS OF PIPE CROSSINGS
MULTIPLE UTILITY
TRENCH q SEWER MAIN
4' R 5' q
TYP.
JIN
MP AN *S" 5
�; HE CURBTYP.
m ABOVER LETERAL
I sawl
7' MAX. ° TYP.
IWIN
e LATERAL (TYP)
ON DEEP SEWER, SLOPE LATERALS
TO LOT LINE SO THAT THE END OF ~
LATERAL IS WITHIN REQUIRED
TOLERANCE,
q R. 4'
WATERLINE
Y
FINISHED STREET -'
GRADE Al
36" TYP.
1% MIN. ..-
_�------
TSET
LATERAL (TYP)
LATERAL PROVIDING PROPER
CLEARANCE UNDER WATERLINE AND
UTILITY TRENCHES
NOTE:• O. TO VERIFY THAT WATER DETAIL
MAIN AND SEWER LATERAL CROSSINGS TYPICAL
l! SEWER LATERAL
F !. ! ! O
ARE IN CONFORMANCE
.. CALIFORNIA •n+
HEALTH CODE REQUIREMENTS.
FOR SHALLOW INSTALLATIONOF '•
CROSSTHE SEWER LATERALS MUST OVER THE WATER OR UTILITY TRENCH.
THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS MEN
CROSSING
,
ABOVEA SEWER LATERAL CROSSING #
CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC
PIPE OR EQUIVALENT, CENTERED ON THE PIPE •: r i.
BEING
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VICINITY MAP
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
SEWER. & STORM DRAIN PLANS
FOR
T ACT NO.
TRACT No. 5290
UNIT 3
, BK. 56, I'Ga 131
TAFT HIGHWAY
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PROJECT MAP
SCALE: 1 "=200'
SHEET ® INDEX
WA us ' ► ii iii
SHEET TI TLE
1. COVER SHEET
2. NOTES & SPECIFICATIONS
3. KANOSH COBBLE DRIVE
4® AGASSIZ ROCK WAY
SEMS IMPROVEM NTS JQTAL
6" SEWER LINE 941 LF
7 MAX. 8" SEWER LINE 165 LF
4" LATERALS 1266 LF
STANDARD MANHOLE 4 EA
SEWER CLEAN OUT 1 EA
w,! DRAIN LINE 900 LF
DRAINSTORM CATCH B.
NOTE: PRIOR
r• • START • ANY PHASE
CONSTRUCTION, CONSTRUCTION
Ii
INSPEC11ON DEPARTMENT
24 HOURS • • 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
3. NO CITY INSPEC11ONSBE GIVEN FOR THE
WORK IN THIS AREA UNTIL A STREET PERMIT
WITH APPROPRIATE
rir•rr,, SECURITY INSURANCE
HAS BEEN OBTAINED.
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.
ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES,
STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION
SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED
PLANS SUBMITTED TO THE CITY ENGINEER.
BY: GREGG A. BUCKLE R.C.E. 41845
p■► a ai d
APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR
O 61069 EXP. 12-31-18
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TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
EAST END OF AGASSIZ ROCK WAY,
ELEVATION = 347.12' (U.S.G.S. DATUM NAVD 88) (PER
TRACT 6491 MONUMENT ELEVATION MAP)
BASIS QF BEARINGS:
THE BEARING OF N 89'04'29" W SHOWN FOR THE
SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION
34, T. 30 S., R. 27 E. SHOWN ON TRACT NO. 6491
PHASE 3, M. BOOK 58, PAGE 91 WAS USED AS THE
BASIS OF BEARINGS SHOWN HEREON.
THE EAST HALF OF THE WEST HALF OF THE SOUTHWEST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 34,
TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO
MERIDIAN, AS PER THE OFFICIAL PLAT THEREOF ON FILE IN THE
OFFICE OF THE SURVEYOR GENERAL.
EXCEPTING THEREFROM THE WEST 208 FEET OF THE SOUTH
225 FEET OF THE EAST HALF OF THE WEST HALF OF THE
SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 34, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT
DIABLO MERIDIAN, AS PER THE OFFICIAL PLAT THEREOF ON
FILE IN THE OFFICE OF THE SURVEYOR GENERAL.
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UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS
BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600.
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 LINES THAT
THE 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, UNDERCUT OR THAT DO NOT MEET CURRENT
C.O.B. STANDARDS 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 THE CiTY OF BAKERSFIELD STANDARD DRAWING ST -6,
EXCEPT AS NOTED ON PLANS.
STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT—
OF—WAY. UNLESS SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE AND
SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN
THE RIGHT—OF—WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT
COMPACTION TESTS SHALL BE THE RESPONSIBLITY OF THE DEVELOPER/CONTRACTOR.
THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER
2. STANDARD DETAILS
THE FOLLOWING CITY OF BAKERSFIELD STANDARDS
SHALL BE CONSIDERED PART OF THESE PLANS:
D-11, D-14, D-16, D-18
SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11,
ST -6, ST -22
3. VCP INSTAMT10
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.
THE PiPE AND FITTINGS FOR 6", 8", 10", AND 12" SANITARY SEWER MAiNS MAY
BE PLAIN—ENO WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM
SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS
MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINLINE"
BANDSEAL COMPRESSION COUPLING, OR APPROVED EQUAL, SHALL BE REQUIRED.
THE PiPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING
LATERALS MAY BE PLAIN—END WITH COMPRESSION COUPLINGS CONFORMING WITH THE
CURRENT ASTM SPECIFICATION C-425, (STAINLESS STEEL SHEAR RINGS ARE NOT
REQUIRED)
4. ABS PIPE INSTALLATION
MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS
THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER
INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED
IN LiNE ON NEW PIPELINES; CUT—iN FITTINGS ARE NOT PERMITTED.
JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE
IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE
CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH
THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11, AND III EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
5, PVC PIPE INSTALLATION
MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT
ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS
THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER
INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED
IN UNE ON NEW PIPELINES; CUT—IN FITTINGS ARE NOT PERMITTED.
JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL
BE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS WHERE PVC PIPE
CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH
THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, AND III EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
6, REINFORCED CONCRETE PIPE WITH PVC LINING.
REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING
REQUIREMENTS:
1.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV
OR CLASS V WITH WALLS "B' OR "C". RCP SHALL MEET ASTM C 76 FOR STRENGTH,
ASTM C 361 OR AWWA C302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER
GASKETS, AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE
SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL
AND SPIGOT DESIGN WITH A CONTAINED 0—RING GASKET.
PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360'
OF THE PIPE. ALL WOK FOR AND IN CONNECTION LITH THE INSTALLATION OF THE
LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING OF JOINTS SHALL BE DONE
IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND
RECOMMENDATIONS OF THE LINING MANUFACTURER. LINER SHALL MEET THE FOLLOWING
REQUIREMENTS.
1.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC LiNER PLATE SHEETS, WELDING
STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES
MEN
PP��TESTED AT 777 t5 (25-C t3 ). INITIAL 1_C`t
TENSILE STRENGTH 2200 PSI MIN. 2100 PSI MIN.
(15 MPA MIN.) (14.5 MPA MIN.)
ELONGATION AT BREAK 200% MIN. 200% MIN.
SHORE DUROMETER, TYPE D 1—SEC. 50-60 t5
(WITH RESPECT TO INITIAL TEST RESULT) 10—SEC. 35-50 t5
WEIGHT CHANGE i1.5
TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM
D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1—INCH (25—MM) BY
3—INCH (75—MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL
PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY
TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK,
LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A
TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED
PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERF OF ONE MINUTE, WITHOUT
RUPTURE OF THE LOCKING EXTENSIONS OR WITHDRAWAL FROM EMBEDMENT. THIS TEST
SHALL BE MADE AT A TEMPERATURE OF 70' — 80' F(21- — 27' C) INCLUSIVE.
ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT,
CORNER AND WELDING STRIPS SHALL BE FREE OF CRACKS, CLEAVAGES OR OTHER DEFECTS
ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL. THE
ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVED METHODS.
THE LINING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL
HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4—INCH 6 MM SETTLING
CRACKS, WHICH MAY OCCUR IN THE PiPE OR IN THE JOINT AFTER INSTALLATIONS,
WITHOUT DAMAGE TO THE LINING.
1.C. CHEMICAL RESISTANCE OF LINER.* AFTER CONDITIONING TO CONSTANT
WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL
BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD OF 112 DAYS AT 77' F t5
(25' C t3 ).
AT 28—DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS
SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN
ACCORDANCE WITH SECTION 7-2.03(1.8) PARA. 2 ABOVE. iF ANY SPECIMEN FAILS TO
MEET THE 112—DAY REQUIREMENTS BEFORE COMPLETION OF THE 1 i 2—DAY EXPOSURE,
THE MATERIAL WILL BE SUBJECT TO REJECTION.
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*THIS IS TO BE USED AS A PRE—QUALIFICATION TEST AND WHEN MATERIAL
FORMULATIONS ARE CHANGED.
**VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS®
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THE LiNING SHALL BE INSTALLED WITH THE LOCKING EXTENSIONS RUNNING PARALLEL
WITH THE LONGITUDINAL AXiS OF THE PIPE.
THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS.
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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 (90%) RELATIVE
COMPACTION.
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IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET.
WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON—STREET AREAS.
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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
AND BACKFILL.
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
NTH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE
REJECTED.
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11. SYSTEM TESTING
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SURFACE MARKERS FOR .SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT—OF—
WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1.
LATERALS SHALL BE A MINIMUM OF 5<0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR
RiGHT—OF—WAY LINE AND A MiNIMUM OF 2.5' DEEP AT FLOWUNE.
13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED.
14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE 41111TH THE CITY OF BAKERSFIELD
STANDARD DRAWINGS S-7, S-8, AND S--21 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 S-20.
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.
15. NORM DRAIN PIPE
STORM DRAiN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS Ill WITH RUBBER
GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE
CONTRACT PLANS.
REINFORCED CONCRETE PiPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE
PROVISIONS IN SECTION 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.
PiPE LAYING. NO PiPE SHALL BE LAID UNTiL THE ENGINEER INSPECTS AND APPROVES
THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS
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
WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE
WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND
DEBRIS OF EVERY DESCRIPTION. PiPE SHALL NOT BE LAID WREN THE CONDITION OF THE
TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK iS NOT iN PROGRESS,
OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED.
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
PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN
SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS.
THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM
BEING FLUSHED INTO AN EXISTING STORM DRAiN LINE.
CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK RK OF CUTTING PIPE AND
SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE
WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
OR INCORRECTLY CUT.
CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE
INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHAH. SLOPE
TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH
SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE
CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE
BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH
OF PiPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL
LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS
SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF
BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING.
BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER,
CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE
PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL
ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON
THE PLANS.
UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE
PIPELINE TO GRADE, THE VOD BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION
SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR—BLOWING
SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS
APPROVAL.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL
TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR
UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF
WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR
SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH
SUFFICIENT JACKS TO AND THE SLOUGHING INHIBIT OR CLOSING THE WORK FACE.
H /
THE CONTRACTOR, BEFORE 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 WILL BE CONSIDERED AS INCLUDED iN THE BID
PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE.
MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES MALL
CONFORM, iN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF
SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL
PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS
S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD
STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE
PLANS.
THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE
STRENGTH REQUIREMENT OF ASTM. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL
BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A
WATERTIGHT JOiNT, SHAM BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET
PLUMB.
SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR
INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN
ACCORDANCE LITH THESE SPECIAL PROVISIONS, AND CiTY STANDARD S-29.
THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A
MINIMUM OF THREE DAYS.
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
PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO
A MINIMUM OF ONE DAY.
THE MONUMENT WiLL BE SET BY OTHERS. THE OWNER WILL PROVIDE SURVEYS.
CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED.
ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HiS OPERATIONS
SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER.
��IIIIIIII
SEWER
'�mm
LINE TABLE
LINE
SIZE
BEARING
DISTANCE
L5
4"
N 1412'28* W
67.28'
L6
e
N 62*30'08*
E
48.85'
L7
S 62*34!12*
E
SEWER
LATERAL
LINE TABLE
LINE
SIZE
BEARING
DISTANCE
L5
4"
N 1412'28* W
67.28'
L6
e
N 62*30'08*
E
48.85'
L7
S 62*34!12*
E
62.10'
L8
4-
S 10-46'45-
E
54.76
L9
e
N 34-0920"
E
52.39
Llo
4*
S 70'41'20"
W
51.93'
L11
4"
S 381 0'43"
W
61.74!
352
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(NOT A PART)
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NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A"
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2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
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SHEET WERE SECTION IS SHOIAW—
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S11119H DOGNATION:
SECTION LETTER
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SHEET WHERE SECTION IS SHOWN
*NOTE CONTRACTOR TO REMOVE PLUG IN EXISTING
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