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CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
UTILITY EXT,ENaION PLANS
PANAMA LAME WIDENING PROJECT
FROM GOSFORD ROAD TO CATCUS PATCH DRIVE
(STA. 10+00-00 TO 50+00.00)
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N/4 -OR SEC 28-30/27 I
N.W. COR. SEC. 28, 30/27 LOT 17 `\ FD COB CONC MON IN LH -,\
I FD. K.C.S. CONC MON. IN L.H. TRACT No. 5854 PHASE 3 �` \ \ TRACT No. 4901 UNIT D I MARKED REP 4-11-9?
MARKED FOR CORNER. kL BK Q. PQ 36 �\ \ M. BK 36, PQ 33 TRACT No. 4901 LUT C I TRACT No 5864 PHASE 3
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*NOTES:
1. ALL INVERT ELEVATIONS SHOWN ON THESE PLANS
ARE APPROXIMATE BASED ON SILVER CREEK SEWER
DISCHARGE PLANS APPROVED SEPTEMBER 1986.
CONTRACTOR TO VERIFY THE LOCATION AND INVERT OF
EXISTING SEWER AND STORM DRAIN LINES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
2. ALL LOCATIONS AND INVERT ELEVATIONS OF PROPOSED
SEWER STUBS TO BE VERIFIED AND RECORDED BY A
LICENSED SURVEYOR PRIOR TO PLUGGING AND
BACKFILLING.
Know what's b@IOW.
Call before you dig.
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Portion of
PARCEL 1
PER 777LE REPORT
LOT 8
PJAW. No. 06-1654
20.07 OR AQ
FOUND MONUMENT AS DESCRIBED
EXISTING POWER POLE
EXISTING DOWN GUY
EXISTING ELECTRICAL METER
EXISTING TRAFFIC SIGN
EXISTING STREET NAME SIGN
EXISTING IRRIGATION VALVE OR RISER
EXISTING IRRIGATION STANDPIPE
EXISTING WATER VALVE
EXISTING HOSE BIB
EXISTING WATER METER
LIST OF MATERIALS
` Pordoni i
PARCEL1
777LE No
LOT 7 1 PRHLN NARY L AWX
P11,11143. 1654
TAT
KEY MAP
SCALE: 1" = 150'
ITEM
UNIT
TOTAL
8" SEWER LINE
LF
160
18" STORM DRAIN LINE
LF
31
10" CLASS 150 WATERLINE
LF
59
TEMPORARY WHARF HYDRANT f__EA_
PANAMA LANE (CONT.)
1
NOTE: ACCEPTANCE OF THESE PLANS DOES NOT APPROVE THE CONSTRUCTION
OF THE PROPOSED WATER UNE EXTENSION. THE WATER UNE EXTENSION SHALL
BE REVIEWED AND APPROVED BY THE CITY OF BAKERSFIELD WATER
RESOURCES DEPARTMENT.
LEGEND:
EXISTING FIRE HYDRANT
EXISTING WHARF HYDRANT
EXISTING BLOW -OFF ASSEkiBLY
EXISTING SEWER MANHOLE
EXISTING SEWER CLEANOUT
EXISTING STORM DRAIN MAVHOLE
EXISTING GAS VALVE
EXISTING PIPELINE MARKER
EXISTING TELEPHONE PEDE 3TAL
EXISTING TELEPHONE VAUL -
ABBREVIATIONS
EP EDGE OF PAVEMENT
TC TOP OF CURB
FL FLOWLINE
CL CENTERLINE
ELEV ELEVATION
FC FINISH CONCRETE
EXISTING STREET LIGHT
0 EXISTING STREET LIGHT PULL BOX
C W EXSTTNG CABLE T.V. VAULT
EKSTING TREE, DECIDUOUS,
EV=RGREEN, PALM, SHRUB
SURVEY ELEVATION
INDEX
OF SHEETS
SHEET
TITLE
1.
COVER SHEE=T
�:.
NOTES AND SPECIFICATIONS
PANAMA LANE
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(STATION 10+00.00 TO 38+00.00)
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PANAMA LANE (CONT.)
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(STATION 38+00.00 TO 504-00.00)
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PARCEL 3 PARCEL MAP NO. 119N
6-
2SR TTILE REPORT, � (' M. BK 1APQ 74-77
LOT D ZONNQ 0-2 / P.CD.
LLA. No. 06-2270 `L w i `�' >
i46.69 Cit AQ i � Z P .�
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EXISTING SEWER LINE
EXISTING STORM DRAIN UNE
EXISTING WATER UNE
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EXISTING GAS UNE
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EXISTING EDGE OF PAVEMENT
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EXISTING BARB WIRE FENCE
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EXISTING GROUND CONTOUR
�- FLOWUNE
EXISTING CURB AND GUTTER
�— UP
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PROPOSED STORM DRAIN UNE
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TRACT Na 5845 PHASE A TRACT No. 5&.I PHASE B I I I Tf%ACT No. 5845 PHASE B TRACT No. 5845 PHASE D
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S8857 42"E 835.99' _ -•��� - V PANAW 1.,411E S88'57'42'E 479.85'-.'
-------------------------------------------------------------T---
PARCEL 3 PARCEL MAP NO. 119N
6-
2SR TTILE REPORT, � (' M. BK 1APQ 74-77
LOT D ZONNQ 0-2 / P.CD.
LLA. No. 06-2270 `L w i `�' >
i46.69 Cit AQ i � Z P .�
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BENCHMARK:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERLINE INTERSECTION OF RELIANCE DRIVE AND
FIREBAUGH STREET.
ELEVATION = 356.735' (U.S.G.S. DATUM)
PER TRACT NO. 5845 PHASES A -D, MON. ELEV. MAP
BASIS OF BEARINGS:
THE BEARING OF N 88'57'35" E SHOWN FOR THE
NORTH LINE OF THE NORTHWEST QUARTER OF
SECTION 28, T. 30 S., R. 27 E. ON K.C.S. FILED
MAP NO. 7-1 BOOK 6, PAGE 26 WAS USED AS
THE BASIS OF BEARINGS SHOWN HEREON.
OWNER/SUBDIVIDER:
PANAMA LANE PROPERTIES, LLC
11001 RIVER RUN BLVD, SUITE 102
BAKERSFIELD, CA 93311
CONTACT: TOM DEE
(661) 845-5771
ENGINEER:
McINTOSH & ASSOCIATES
2001 WHEELAN COURT
BAKERSFIELD, CA. 93309
CONTACT -ROGER McINTOSH
(661) 834-4814
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION WITHIN THE CITY RIGHT—OF—WAY,
THE CITY CONSTRUCTION INSPECTION DEPARTMENT
SHALL BE GIVEN 24 HOURS NOTICE.
TELEPHONE 326-3049. NO CITY INSPEC11ONS
WILL BE GIVEN FOR THE WORK IN THIS AREA
UNTIL A STREET PERMIT WITH APPROPRIATE
SECURITY AND INSURANCE HAS BEEN O&TAINED.
2. ANY FACILITY NOT IN THE PUBLIC RfGHT OF WAY
IS TO BE PRIVATELY MAINTAINED
3. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS 8: STANDARDS
SET FORTH BY THE CITY OF BAKERS17IELD 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 RECUIREMENTS
OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATION'S OF
THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED
DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH C)RRECTIONS
REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
APPROVED Y: OGER A. McINTOSH R.C.E. 33322
DATE
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATE AS "PRIVATE"
HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED.
APPROVED BY: NICOLAS FIDLER
R.C.E. NO. 61069
PUBLIC WORKS DIRECTOR
DATE
REVIEWED BY: STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR
R.C.E. NO. 44898
II — _� Ce,r'
CITY RECORDS NO:
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EXISTING SEWER LINE
EXISTING STORM DRAIN UNE
EXISTING WATER UNE
EXISTING TELEPHONE UNE
EXISTING GAS UNE
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EXISTING UTIUTY TRENCH
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EXISTING EDGE OF PAVEMENT
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EXISTING CHAIN UNK FENCE
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EXISTING BARB WIRE FENCE
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EXISTING GROUND CONTOUR
�- FLOWUNE
EXISTING CURB AND GUTTER
�— UP
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PROPOSED SEWER LINE
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PROPOSED WATER UNE
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PROPOSED STORM DRAIN UNE
BENCHMARK:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
CENTERLINE INTERSECTION OF RELIANCE DRIVE AND
FIREBAUGH STREET.
ELEVATION = 356.735' (U.S.G.S. DATUM)
PER TRACT NO. 5845 PHASES A -D, MON. ELEV. MAP
BASIS OF BEARINGS:
THE BEARING OF N 88'57'35" E SHOWN FOR THE
NORTH LINE OF THE NORTHWEST QUARTER OF
SECTION 28, T. 30 S., R. 27 E. ON K.C.S. FILED
MAP NO. 7-1 BOOK 6, PAGE 26 WAS USED AS
THE BASIS OF BEARINGS SHOWN HEREON.
OWNER/SUBDIVIDER:
PANAMA LANE PROPERTIES, LLC
11001 RIVER RUN BLVD, SUITE 102
BAKERSFIELD, CA 93311
CONTACT: TOM DEE
(661) 845-5771
ENGINEER:
McINTOSH & ASSOCIATES
2001 WHEELAN COURT
BAKERSFIELD, CA. 93309
CONTACT -ROGER McINTOSH
(661) 834-4814
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION WITHIN THE CITY RIGHT—OF—WAY,
THE CITY CONSTRUCTION INSPECTION DEPARTMENT
SHALL BE GIVEN 24 HOURS NOTICE.
TELEPHONE 326-3049. NO CITY INSPEC11ONS
WILL BE GIVEN FOR THE WORK IN THIS AREA
UNTIL A STREET PERMIT WITH APPROPRIATE
SECURITY AND INSURANCE HAS BEEN O&TAINED.
2. ANY FACILITY NOT IN THE PUBLIC RfGHT OF WAY
IS TO BE PRIVATELY MAINTAINED
3. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS 8: STANDARDS
SET FORTH BY THE CITY OF BAKERS17IELD 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 RECUIREMENTS
OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD.
I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON
THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATION'S OF
THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED
DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH C)RRECTIONS
REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER.
APPROVED Y: OGER A. McINTOSH R.C.E. 33322
DATE
IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE
IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS INDICATE AS "PRIVATE"
HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED.
APPROVED BY: NICOLAS FIDLER
R.C.E. NO. 61069
PUBLIC WORKS DIRECTOR
DATE
REVIEWED BY: STUART J. PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR
R.C.E. NO. 44898
II — _� Ce,r'
CITY RECORDS NO:
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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 (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 U11UTIES 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.
U11UTIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR
TO TRENCHING. CROSSING UTILITIES SHALL BE DAYUGHTED 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 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 PUBUC
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 RESPONSIBUTY 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 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 CAUFORNIA, 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
WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM SPECIFICATION
C-425.
THE PIPE AND FITTINGS FOR 6", 8", 10", AND 12' SANITARY SEWER MAINS MAY
BE PLAIN -END WITH COMPRESSION COUPUNGS 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, II, 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 LINE 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 MANUFACTURER'S 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 I, II, AND III EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE.
6, REINFORCED CONCRETE PIPE NTH PVC UNING.
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 WORK FOR AND IN CONNECTION WITH 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
WHEN TESTED AT 77-F t5 (25'C t3 ).
PROPERTY INITIAL PAR. 1.0
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 11.5
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 UNER 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 PERIOD 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 UNING.
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 HATH SECTION 7-2.03(1.6) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO
MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE,
THE MATERIAL WILL BE SUBJECT TO REJECTION.
CHEMICAL SOLUTION
SULFURIC ACID
SODIUM HYDROXIDE
AMMONIUM HYDROXIDE
NITRIC ACID
FERRIC CHLORIDE 1%
SOAP
DETERGENT
(LINEAR ALKYL BENZYL SULFONATE OR LAS
BACTERIOLOGICAL
9• g _m
BOD NOT LESS THAN 700 PPM
*THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL
FORMULATIONS ARE CHANGED.
**VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. GRADE REAGENTS.
1.D. DETAILS AND DIMENSIONS OF LINER SHEETS. UNER SHEETS SHALL BE A
MINIMUM OF 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE
SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED WITH THE
SHEET.
1.E. INSTALLATION OF UNING. INSTALLATION OF THE LINING, INCLUDING PREHEATING
OF SHEETS IN COLD WEATHER AND THE WELDING OF ALL JOINTS, SHALL BE DONE IN
ACCORDANCE NTH THE RECOMMENDATIONS OF THE LINER MANUFACTURER.
COVERAGE OF THE LINING SHALL NOT BE LESS THAN THE MINIMUM SHOWN ON
THE PLANS.
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.
LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM)
FROM THE END OF THE INSIDE SURFACE OF THE PIPE SECTION. JOINT FLAPS WHEN
USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE
INSIDE SURFACE.
CONCRETE POURED AGAINST UNING SHALL BE VIBRATED, SPADED OR COMPACTED IN
A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE A DENSE,
HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE
CONCRETE.
IN REMOVING FORMS, CARE SHOULD BE TAKEN TO PROTECT THE UNING FROM
DAMAGE. SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED
SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE UNING SHALL
BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED.
ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN
THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY WITH WELDING STRIP SHALL
BE FUSED TO THE UNER OVER THE ENTIRE PATCH AREA. LARGER PATCHES MAY
CONSIST OF SMOOTH LINER SHEET APPLIED OVER THE DAMAGED AREA WITH ADHESIVE.
ALL EDGES MUST BE COVERED WITH WELDING STRIP FUSED TO THE PATCH AND THE
SOUND UNING ADJOINING THE DAMAGED AREA.
HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED OR APPLIED
TO THE LINING.
THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO
INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE
WORK.
11 APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING
SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL OR SPIGOT END OF A PIPE
SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES
(100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF UNING JOINT
TO BE MADE WITH THE ADJOINING CONCRETE PIPE.
WHEREVER CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES PROTECTED WITH LINING,
JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR
CAST -IN-PLACE STRUCTURES WITH CLAY LINING OR CLAY PIPE), THE LINING SHALL BE
EXTENDED OVER AND AROUND THE END OF THE PIPE AND BACK INTO THE STRUCTURE
FOR NOT LESS THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED
OR FABRICATED FROM THE UNING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE.
WHERE A PIPE LATERAL (NOT OF PLASTIC LINED CONCRETE) IS INSTALLED THROUGH
LINED CONCRETE PIPE, THE SEAL BETWEEN THE LINED PORTION AND THE LATERAL SHALL
BE PER THE MANUFACTURER'S RECOMMENDATIONS.
LINED CONCRETE PIPE MAY BE CURED BY STANDARD CURING METHODS.
CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING UNED PIPE
TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SUNGS SHALL BE USED
IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR
WITH A SUITABLE FORK LIFT.
ON PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE
SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE
SHOP -WELDED JOINTS.
NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN
REPAIRED TO THE SATISFACTION OF THE ENGINEER.
1.G. FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN
SECTIONS OF LINED PIPE SHALL BE PREPARED IN THE FOLLOWING MANNER:
IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH
CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT,
EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES OF THE
ADJACENT PIPE SECTIONS.
PIPE JOINTS MUST BE DRY BEFORE UNING JOINTS ARE MADE.
ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM UNING
SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY.
FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING
DESCRIBED TYPES:
TYPE P-1: THE JOINT SHALL BE MADE WITH A SEPARATE 4 -INCH (100 -MM)
JOINT STRIP AND TWO WELDING STRIPS. THE 4 -INCH (100 -MM) JOINT STRIP SHALL BE
CENTERED OVER THE JOINT, HEAT -SEALED TO THE UNING, THEN WELDED ALONG EACH
EDGE TO ADJACENT LINER SHEETS WITH A 1 -INCH (25 -MM) WELD STRIP. THE 4 -INCH
(100 -MM) JOINT STRIP SHALL LAP OVER EACH SHEET A MINIMUM OF 1/2 INCH (13
MM).
TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING
EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND
THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE UNING IN THE ADJACENT PIPE
SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR
TO WELDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE
LINING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WELD STRIP.
CARE SHALL BE TAKEN TO PROTECT THE FLAP FROM DAMAGE. EXCESSIVE TENSION
AND DISTORTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING
AND JOINT MORTARING SHALL BE AVOIDED. AT TEMPERATURES BELOW 50 F(10 C),
HEATING OF THE LINER MAY BE REQUIRED TO AVOID DAMAGE.
THE JOINT FLAP OR STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH
(MEASURED FROM THE END OF THE SPIGOT) OF APPROXIMATELY 4 INCHES (100 MM)
FOR THE ENTIRE CIRCUMFERENTIAL LENGTH OF THE LINING.
ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE
SPECIFICATIONS AND INSTRUCTIONS OF THE LINING MANUFACTURER.
WELDING SHALL FUSE BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A
CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER
PLATE.
HOT-AIR WELDING TOOLS SHALL PROVIDE EFFLUENT AIR TO THE SHEETS TO BE
JOINED AT A TEMPERATURE BETWEEN 500 AND 600 F (260 AND 316 C).
WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED
BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE
WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE
A SMALL BEAD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT
OF THE WELD STRIP.
THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS
360 DEGREES:
WHEN GROUNDWATER IS ENCOUNTERED THE UNING JOINT SHALL NOT BE MADE UNTIL
PUMPING OF GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND
NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT.
WHEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD
6 TO 8 INCHES (150 TO 200 MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF
POTENTIAL FUTURE GROUNDWATER BUILD-UP.
1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL
REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO
THE INNER FORMS. SHEETS SHALL BE CUT TO FIT CURVED AND WARPED SURFACES
USING A MINIMUM NUMBER OF SEPARATE PIECES.
UNLESS OTHERWISE SHOWN ON THE PLANS„ THE LINING SHALL BE RETURNED AT
LEAST 3 INCHES (75 MM) AT THE SURFACES OF CONTACT BETWEEN THE CONCRETE
STRUCTURE AND ITEMS NOT OF CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES,
CLAY PIPE OR BRICK MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME
PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE LINING IS
CHANGED OR THE NEW WORK IS BUILT TO JOIN EXISTING UNLINED CONCRETE. AT EACH
RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT WITH THE
PLASTIC -LINED CONCRETE. IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE
OF THE JOINT AT THE RETURN BEING TOO WIDE OR ROUGH OR BECAUSE OF SAFETY
REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED WITH LEAD WOOL OR OTHER
APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED
WITH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT
MATERIAL.
1.1. TESTING AND REPAIRING )AMAGED SURFACES. AFTER THE PIPE IS
INSTALLED IN THE TRENCH, ALL SLRFACES COVERED WITH LINING, INCLUDING WELDS, SHALL
BE TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR
(TINKER & RASOR MODEL NO. AP -W WITH POWER PACK OR APPROVED EQUAL) METH
THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS.
ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD.
ALL PATCHES OVER HOLES, OR RE'AIRS TO THE LINER WHEREVER DAMAGE HAS
OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(1.E) PARA.
8 ABOVE.
EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER
WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2
INCHES (50 MM) BELOW THE LINER TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL
WILL BE APPLIED TO EACH TAB. 'HE FORCE WILL BE APPLIED NORMAL TO THE FACE OF
THE STRUCTURE BY MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING
STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE
10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO
FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WILL BE RETESTED AFTER REPAIRS HAVE
BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER
AFTER THE WELDING STRIP HAS P{,SSED INSPECTION. INSP-CTION SHALL BE MACE
WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT "FARING
THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE UNER FROM
EQUIPMENT AND MATERIALS USED 'N OR TAKEN THROUGH THE WORK.
SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION
SHOWING DIMENSIONAL„ MATERIAL ,kND JOINT CRITERIA TO 1HE ENGINEER FOR REVIEW.
PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL E,E INSTALLED PER ASTM
TRENCH DESIGNATION "C". RCP C _ASS V SHALL BE INSTALLED PER ASTM TRENCH
DESIGNATION "D".
PVC FOR PIPE SIZES 18" AND LESS. POLY VINYL CHLORIDE PIPE SHALL MEET
THE FOLLOWING REQUIREMENTS:
1. MATERIAL PVC PIPE SHALL MEET OR EXCEED ALL REQUIREMENTS SET FORTH
IN ASTM D 3034 WITH SDR OF 35 ELASTOMERIC SEALS AND JOINTS SHALL CONFORM
TO ASTM D 3212 AND ASTM F 47-'.
2. TESTING. MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM
F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE
ENGINEER.
3. INSTALLATION. INSTALLA11ON OF PIPE SHALL FOLLOW MANUFACTURER'S
GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 'UNDERGROUND INSTALLAT ON OF
FLEXIBLE THERMOPLASTIC SEWER FIPE.".
4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE
SPECIFICATIONS AND THE FOLLOWING:
DEFLECTION MEASUREMENT OF PVC PIPE. AFTER 30 CAYS OF INSTALLATION THE
CONTRACTOR SHALL MEASURE PIP[: DEFLECTION BY PUWNG A GO -NO-GO 5% MANDREL.
THE MANDREL SHALL BE PULLED-HROUGH THE PIPE WITH ROPE BY ONE PERSON
WITHOUT MECHANICAL ADVANTAGE, THE MANDREL SHALL HAVE VANES AT LEAST AS
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LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE
WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL
DIAMETER WILL BE CALCULATED U.ING THE FOLLOWING FORMULA:
MANDREL DIAMETER = Bi.SE PIPE I.D. -(Y/100 X BASE PIPE I.D.)
WHERE Y = ALLOWAB'I DEFLECTION IN % (5%)
BASE I.D. = ACTUAL NSIDE PIPE DIAMETER (PROVIDED BY PIPE
MANUFACTURER)
THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7)
MINIMUM.
THE MINIMUM LENGTH OF THE CIRCULAR PORTION OF THE MANDREL SHALL BE
EQUAL TO THE NOMINAL DIAMETER OF THE PIPE.
ANY SECTION OF INSTALLED FIPE THAT FAILS THE MANDREL TEST SHALL BE
EXCAVATED, RE -BACKFILLED, RECC)MPACTED AND RETESTED UNTIL THE MANDREL TEST
CAN BE PASSED. RE -ROUNDING 'ILL NOT BE ALLOWED.
PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD
S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZINE
SHALL BE AS SHOWN ON THE PLANS.
7. TRENCH EXCAVATION
THE EXCAVATION OF TRENCHES FCR PIPING LAID IN THE GROUND SHALL BE IN
OPEN -CUT FROM THE SURFACE 01' THE GROUND EXCEPT WHERE BORING IS REQUIRED.
THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED
SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION.
THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WID`IH
PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF
THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE.
CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE MTH THE DETAILED SECTIONS
PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE
TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTIUTY CONDUIT
INSTALLATIONS SHALL MEET CITY STANDARD S-39.
TRENCH LINES SHALL MEET ALL FI:DERAL AND STATE SAFETY REQUIREMENTS.
8. BRACING AND SHORING
EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND
REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR
DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A
REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUS'IFYING
THE ALTERNATE PROCEDURES TO 3E USED. FAILURE TO COMPLY WITH ANY OF ;HESE
RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION
TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE
CONTRACTOR BY SUCH AN EMERG=NCY SUSPENSION SHALL NOT BE ALLOWED. CURING
BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE
BACKFILL AT ALL TIMES.
SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT
TO THE ENGINEER A DETAILED PUA DRAWING THE DESIGN OF SHORING, BRACING,
SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CON-"RACTOR FOR THE PURPOSE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF
SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE
CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A
REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE
LESS EFFECTIVE THEN THOSE REQJIRED BY THE CONSTRUCTION SAFETY ORDERS IS
PROHIBITED ON THIS PROJECT.
9. TRENCH BACKFILL
TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN
ADVANCE OF PIPE LAYING OPERA -IONS OR TWO HUNDRED (200) FEET TO THE REAR
THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER.
ALL WORK SHALL CONFORM TO T11E APPLICABLE SECTIONS OF THE STANDARD
SPECIFICATIONS, DATED JULY, 1932. BEDDING CLASS SHALL BE AS SPECIFIED 1.4 THE
PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN
ACCORDANCE WITH CITY STANDAR) ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS
THAN NINETY PERCENT (907.) UP TO THIRTY INCHES (30") FROM FINISHED GRADE:.
BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED
TWELVE (12) INCHES SIMULTANEOt SLY, ON EACH SIDE OF 'THE PIPE, IN SUCH A 'VIANNER
AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE.
BACKFILL MATERIAL ABOVE THE PPE ZONE SHALL BE FREE OF DELETERIOUS MA_ERIALS
AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND
SHALL BE PLACED IN LAYERS NO" EXCEEDING EIGHTEEN (18) INCHES. EACH LA"ER
SHALL BE THOROUGHLY COMPACT:=D BY VIBRATORY OR MECHANICAL TAMPING, Oft BY A.
COMBINATION OF THESE METHODS FLOODING AND JETTING SHALL NOT BE ALLOWED.
THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE: PIPE BEFORE COMPA',TION
ABOVE THE PIPE ZONE WILL BE ALLOWED.
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 BEDDING BELOW 'IPE SPRINGUNE. CONTRACTOR SHALL PROVIDE: "FIRM
BEDDING" SUPPORT FOR THE PIPE: BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT
THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE
SPECIFICATIONS.
BELL 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 BACKFILUNG, CONS )UDATION OF MATERIAL ,AROUND AND UNDER BELLS
AND COUPLINGS SHALL BE AVOIDED.
CONTRACTOR SHALL SHOVEL-SUCE 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 BACKFILL. "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 SHAD_ 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 AU OWED 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.
T 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 ACCOMPUSHED BY TAMPING AND/OR
ROLUNG 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.
SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM
STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE
MATTER, OR OTHER UNSATISFACTORY MATERIALS.
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.
BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION
SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3,
"TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF
PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL
MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE
NEXT LAYER IS PLACED.
EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE
COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39
AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE
ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (907.)
RELATIVE COMPACTION FOR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY
CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE
OF THE FOLLOWING D2922 OR D1556.
IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE
SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED.
COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND
LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
10. SEWER 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
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
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 TRUNK SEWER OR AS DIRECTED BY THE ENGINEER.
PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO UNE 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 WHEN 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.
CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK 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.
PIPELINE TESTING. ALL SEWERS SHALL BE TESTED FOR TIGHTNESS WHEN COMPLETED
AND READY FOR SERVICE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH THE
UNIFORM PLUMBING CODE AIR TEST METHOD UPC SEC. 318-6(4), OR THE WATER
EXFILTRATION TEST OR AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPEUNES'
OF THE 1994 EDITIONS, "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION,
AND CHAPTER 1.3 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL, AND THE
PIPE SUPPUER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24
HOURS PRIOR TO ANY TESTING.
CLEANING PIPE UNES. CARE SHALL BE EXERCISED IN LAYING OF PIPE LINES TO
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
BEFORE PLACING INTO SERVICE, ALL LINES SHALL BE FLUSHED AND MANDRELLED TO
REMOVE ANY DIRT OR FOREIGN MATERIALS WHICH WOULD CLOG PUMPS, EQUIPMENT,
SPRAY HEADS, ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING
FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING SEWER LINE.
SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD.
EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO
AND EXTENDED OR RECONSTRUCTED ACCORDING TO THE PLANS. COMPRESSION
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
THE PLANS. SEWER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE WITH
THE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE
PAID AS SEWER FOR THE APPROPRIATE DIAMETERS.
11. SYSTEM TESTING
A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE
IN ACCORDANCE WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE
RECOMMENDATIONS OF THE MANUFACTURER.
PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT
DESIGNED FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF R(i "ATING
360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. TH: VIDEO
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 CI fY OF
ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED
VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES
THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS)
OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY THE CIT ( ENGINEER
PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF
THE CITY.
12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE 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 UNE OR RIGHT-OF-WAY LINE WITH 30" OF COVER AT FLOW LINE.
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY UNE 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 L114E 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 WITH TIH= 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. STORM DRAIN PIPE
STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III 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 65-1.068, '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 PROPEF EQUIPMENT AND
APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAUUNG, UNLOADING, HANDLING
AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
RESIUENT 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 INSFE:CTS 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 -HE FLOW UNE. 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 WHEN 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
FACIUTATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUF= CIENT SIZE FOR THAT
PURPOSE. ':N ORDER THAT BELL HOLES MAY BE PROPERLY LOCP`ED, NOT MORE THAN
SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LA)TNG, 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.
CUTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK 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.
16. BORED/JACKED PIPE
CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED FIPE SHALL BE
INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE
TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHA__ 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 A JD 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 UNE AND GRADE AS INDICATED ON
THE PLANS.
UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE
PIPEUNE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION
SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE LSE 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 INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE.
THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A
DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW IND APPROVAL.
ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID
PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE.
17. MINOR STRUCTURES
MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUGTURES SHALL
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 3AKERSFIELD
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, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET
PLUMB.
18. ADJUST SURVEY MONUMENT ENCASEMENTS
SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR
INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON "HE PLANS, IN
ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29.
THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUEUC TRAFFIC FOR A
MINIMUM OF THREE DAYS.
AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAIN PIG A MINIMUM OF
SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND T}IE 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 PROVDE SURVEYS.
CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SJRVEYS 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.
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343.12 INV. 18" E -W
348.20 INV. 8" N
343.79 INV. 8" S
fi7 LF OF EXISTING - S 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY
FUTURE MEDIAN I 8" SS 0 0.35% EASEMENT BY ORDER OF THE BOARS OF
03'01'W SUPERVISORS OF KERNCOUNTYPER VOi_ 1,
11+00
(Sol ) PG. 27 & VOL. 5, PG. 579 OF T`HE MINUTE BOOKS
N 88'5T35" 1a2 i 13+00 ------------------------- I ---
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RELOCATE EXISTING AT&T CABINET
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EXST. SERVICE POLE TO
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BE REMOVED BY PG&E.
Q �
L.L.A. NO. 14-0228
PER CERTIFICATE OF COMPLIANCE RECORDED
SEPTEMBER 23, 2014 AS DOC. NO. 0214115743, O.R.
EXST. 8" SS STUB
345.46 INV. 8' N
TRACT No. 4901 UNIT D 45 LF OF EXSTING
M. BK. 36, PG. 33 TRACT No. 4901 UNIT C 8" SS 0 0.35%
(NO2'36'51 "E)
M. BK. 36, PG. 30 EXST. SSMH NO.4
W ±355.7 RIM
5C' OF E<ST• EXST. CATCH BASIN C 344.61 INV. 18" E -W
> 8" SS 0 0.35% TYPE "A" W/ 5' OPENING 345.30 INV. 8" N -S
(N18'45'41"E) . 350.59 INV. 18" N
FUTURE EDGE OF PAVEMENTI I
PER C.O.B. STREET WIDENING PROJECT
15' WIDE PACIFIC GAS & ELEG (RIC '
COMPANY PIPELINE EASEMENT PER
BK. 1656, PG. 46 O.R. '
EXST. 8" SS STUB & '
347.39 INV. 8" S '
- 25 LF OF EXISTING
8" SS ® 0.35%
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AEXST. DROP SSMH NO. 2 O
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PROPOSED 8' SS STUB W/ PLUG_
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PER CERTIFICATE OF COMPLIANCE RECORDED
Y`-
P.M.W. No. 06-1654
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11 1
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SEPTEMBER 23, 2014 AS DOC. NO. 0214115743, O.R.
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20.0.7 I. AC,
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TRACT No. 5664 PHASE 3
M. BK. 43, PG. 39
( ) XST. SSMH Nd. - "±65.51 LF OF EXST. 18' RCP ---- S 30' VADE COUNTY OF KERN PU3LIC HIGHWAY
FUTURE MEDIAN * 67 LI OF EXST. 8`SS 1356.9 RIM 0.36% (SO'55'28'W) 1 A 67 LF OF EXISTING EASEMENT BY ORDER OF THE BOARD OF
',' ®0.35% 50103'01'W - 344.19 !NV. 18" E -W � PANAMA LANE 8" SS @ 0.35% SUPERVISORS OF KERN COUNT`.' PER VOL. 1,
W _. _ _ _ -_ _ _ _ _ _ 344.8' 8" NE -S (SOI `)3'01 "W) PG. 27 & VOL 5, PG. 579 OF THE MINUTE
v j 2300 ------- -24+00 ------250(x-------- -- FifTURE MEDIAN
------26300----------------- ---------------- - - ----BOOKS-----------------------
22+00------- -- #---------_-
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--- -----
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-- -----PPROX._ _ _ _EXST. 8"G STA. 28+17.27 C.L 17.39 R . - ---------_----_-____ _
U 24.70 LF OF 8` SS STA. 2 58. C.L. 30.30 RT. FUTURE CURB & 356.51 TOP GRATE _ -
GUTTER (APPROX) C.L PACIFIC GAS & ELECTRIC
Q � ®0.35% (S01'03'01'w) 345.1 8" S ULTIMATE R -O -W FUTURE �� � 350.83 INV. 18" N -
PER DOC. No. 0206208460 COMPANY ANCHOR EASEMENT
PROPOSED . SS STUB W PLUG PAVEMENT PER C.O.B. RELOCATED EXST. 4'� DRAIN PER BK. 5926 PG. 2408 O.R.
1 STA. 24+58.48 C.L. 55.00 RT. STREET WIDENING PROJECT INLET AND EXTEND 18" RCP ' Portion of
345.20 INV. 8' S 30.61 LF ®0.36% SO'S5'2$"W) � � EX .SEWER STUB W PLUG c
( STA. 8+33.84 C.L. 30.39 RT. PAR EL 1
' 15' E PACIFIC GAS & ELEC C PROPOSED 4'0 DRAIN INLET 345.5 NV. 8" S
j5'MWIDE PACIFIC GAS & ELECTRIC U COMPA Y PIPELINE EASEMEN PER STA. 28+17.33 C.L. 48.00 RT.OPANY PIPELINE EASEMENT PER COMP 6, Pc. 4s o.R. 'ER T/TL REPO)
DOC. No. 0203276260 O.R. 350.94 INV. L
CRs
A P.M.W. N .06-1654
20.02 . AC.
I
*NOTES.'
1. ALL INVERT ELEVATIONS SHOWN ON THESE PLANS
ARE APPROXIMA TE BASED ON SILVER CREEK SEWER
DISCHARGE PLANS APPROVED SEPTEMBER 1986.
CONTRACTOR TO VERIFY THE LOCATION AND INVERT OF
EXISTING SEWER AND STORM DRAIN LINES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
2. ALL LOCATIONS AND INVERT ELEVA77ONS OF PROPOSED
SEWER STUBS TO BE VERIFIED AND RECORDED BY A
LICENSED SURVEYOR PRIOR TO PLUGGING AND
BACKFILLING.
LEGEND:
FOUND MONUMENT AS DESCRIBED
EXISTING POWER POLE
EXISTING DOWN GUY
EXISTING ELECTRICAL METER
EXISTING TRAFFIC SIGN
EXISTING STREET NAME SIGN
EXISTING IRRIGATION VALVE OR RISER
EXISTING IRRIGATION STANDPIPE
EXISTING WATER VALVE
EXISTING HOSE BIB
EXISTING WATER METER
EXISTING FIRE HYDRANT
EXISTING WHARF HYDRANT
EXISTING BLOW -OFF ASSEMBLY
EXISTING SEWER M ANHOLE
EXISTING SEWER CEANOUT
EXISTING STORM D ?AIN MANHOLE
EXISTING GAS VAUIE
EXISTING PIPELINE MARKER
EXISTING TELEPH% E PEDESTAL
EXISTING TELEPHOt• E VAULT
P
30.0
S
ABBREVIATIONS
EP
EDGE OF PAVEMENT
TC
TOP OF CURB
FL
FLOWUNE
CL
CENTERLINE
ELEV
ELEVATION
FC
FINISH CONCRETE
'262
LA)
EXISTING STREET LIGHT
D EXISTING STREET UGH PULL BOX
C W EXISTING CABLE T.V. VAULT
EXISTING TREE, DECIDUOUS,
EVERGREEN, PALM, SHRUB
SURVEY ELEVATION
345.84 INV. 8' N
35 LF OF EXISTING
8" SS @ 0.35%
(N01'03'01"E)
±356.6 RIM
345.06 INV. 18" E -W
345.72 INV. 8" N -S
67 LF OF EXISTING
8" SS -09.36% S
(S01'03'01 "W)
7-.-----------------------
33+00 ------
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SLI TRACT No..5845 PHASE A
r M. BK. 43, PG. 86
I
EXST. SSMH NO. 6
I ±358.0 RIM
345.50 INV. 18" W v�
I 345.60 INV. 18" N L
I 346.17 INV. 8" S
N/4 COR SEC 28-30/27 I DLII
FD COB CONC MON IN LH i
MARKED REP 4-11-97 I T T,
s-
FXST. TRAFFIC SIGNAL TO BE
UPGRADED AND RELOCATED PER EXS--. TRAFFIC SIGNAL TO BE 11"ILI
C.O.B. PANAMA LANE STREET PLANS % 67 LF OF EXISTING UPG24DED AND RELOCATED TO LLI
--------------------------------------I (S SS ®0.35% ULTIMATE LOCATION
34 00 35+00 - -- -- - 36+00 i (Sot 02'25"W) 37+00 38+00
- - -- -
_____
- ---------------------
LLI
FUTURE EDGE OF PAVEMENT
eee���ee�
PER C.O.B. STREET WIDENING PROJECT EXST- 10" WATER STUB �_T• ---------------------- ______._�______-_--____ T
------ 1.
STA. 35+88.86 C.L. 18.47 RT.- ------------------------
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ULTIMATE R -O -W _-APPROX. 58.53 LF OF _-�� � IJ Q
PROPOSED 10' CL It NEW 1PAFFIC SIGNAL
PER DOC. No. 0206208460 150 WATER UNE �� 1i1 III STA. -57+24.44 C.L. 62.00 RT.
II i*EXST. 8' SS STUB W/ PLUG
(SO4'45'26'W) I �I STA. 36+42.53 C.L. 30.13 RT. '
URNISH AND I ITALL I 11 III 346.40 INV. 8" S
NOTE: ACCEPTANCE OF THESE PLANS DOES NOT
APPROVE THE CONSTRUCTION OF THE PROPOSED
WATER UNE EXTENSION. THE WATER LINE EXTENSION
SHALL BE REVIEWED AND APPROVED BY THE CITY
OF BAKERSFIELD WATER RESOURCES DEPARTMENT.
EXISTING SEWER LINE
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r M. BK. 43, PG. 86
I
EXST. SSMH NO. 6
I ±358.0 RIM
345.50 INV. 18" W v�
I 345.60 INV. 18" N L
I 346.17 INV. 8" S
N/4 COR SEC 28-30/27 I DLII
FD COB CONC MON IN LH i
MARKED REP 4-11-97 I T T,
s-
FXST. TRAFFIC SIGNAL TO BE
UPGRADED AND RELOCATED PER EXS--. TRAFFIC SIGNAL TO BE 11"ILI
C.O.B. PANAMA LANE STREET PLANS % 67 LF OF EXISTING UPG24DED AND RELOCATED TO LLI
--------------------------------------I (S SS ®0.35% ULTIMATE LOCATION
34 00 35+00 - -- -- - 36+00 i (Sot 02'25"W) 37+00 38+00
- - -- -
_____
- ---------------------
LLI
FUTURE EDGE OF PAVEMENT
eee���ee�
PER C.O.B. STREET WIDENING PROJECT EXST- 10" WATER STUB �_T• ---------------------- ______._�______-_--____ T
------ 1.
STA. 35+88.86 C.L. 18.47 RT.- ------------------------
r r
ri69GA:P41 OF
�.
ULTIMATE R -O -W _-APPROX. 58.53 LF OF _-�� � IJ Q
PROPOSED 10' CL It NEW 1PAFFIC SIGNAL
PER DOC. No. 0206208460 150 WATER UNE �� 1i1 III STA. -57+24.44 C.L. 62.00 RT.
II i*EXST. 8' SS STUB W/ PLUG
(SO4'45'26'W) I �I STA. 36+42.53 C.L. 30.13 RT. '
URNISH AND I ITALL I 11 III 346.40 INV. 8" S
NOTE: ACCEPTANCE OF THESE PLANS DOES NOT
APPROVE THE CONSTRUCTION OF THE PROPOSED
WATER UNE EXTENSION. THE WATER LINE EXTENSION
SHALL BE REVIEWED AND APPROVED BY THE CITY
OF BAKERSFIELD WATER RESOURCES DEPARTMENT.
TEMP. WHARF I YDRANT I li it i EXTEND ANC PLUG
STA. 35+89.15 C.L. 77.00 RT, I Ii III APPROX. 65 (17 LF OF 8' SS '
1 11 III
PROPOSED LOCA PION OF TRAFFIC I I S W d I I I
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I II II iPROPOSED 8' SS STUB W/ PLUG '
STREET WIDENING PLANS i 11
STA. 36+42.62 C.L. 95.20 RT.
III 346.63 INV. 8" S
1 11 it i '
SCA3-E: = 50'
50' 25' Q' 50' 100'
K now what's below.
Call before you dig.
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EXISTING STORM DRAIN LINE
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EXISTING TELEPHONE LINE
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EXISTING GAS LINE
EXISTING UTILITY TRENCH
EXISTING EDGE OF PAVEMENT
EXISTING CHAIN LINK FENCE
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EXISTING BARB WIRE FENCE
EXISTING GROUND CONTOUR
/-- FLOWLINE
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PROPOSED WATER LINE
- -
PROPOSED STORM DRAIN UNE
TEMP. WHARF I YDRANT I li it i EXTEND ANC PLUG
STA. 35+89.15 C.L. 77.00 RT, I Ii III APPROX. 65 (17 LF OF 8' SS '
1 11 III
PROPOSED LOCA PION OF TRAFFIC I I S W d I I I
SGNAL PER C.O.. PANAMA LANE ®0.35% (S01'02'25'W)
I II II iPROPOSED 8' SS STUB W/ PLUG '
STREET WIDENING PLANS i 11
STA. 36+42.62 C.L. 95.20 RT.
III 346.63 INV. 8" S
1 11 it i '
SCA3-E: = 50'
50' 25' Q' 50' 100'
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r M. BK. 43, PG. 86
' I
� EXST. SSMH N0. 6
±358.0 RIM
345.50 INV. 18" W
345.60 INV. 18" N
346.17 INV. 8" S
W'LH I
W97 I
co 67 LF OF EXISTING
W' I 8" SS O 0.35%
WI (S01 V2'25"W) 37+00
co - -
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EXST. TRAFFIC SIGNAL TO BE
UPGRADED AND RELOCATED TO
ULTIMATE LOCATION
38+00
FUTURE MEDIAN
- - —
--f-- — — -I----------------
—
TRACT No. 5845 PHASE B
M. BK. 43, PG. 118
TGTVV
TRACT No. 5845 PHASE El
M. BK. 43, PG. 118
'2 PANAMA LANE
D 45+00 46+00 47+00
-------- ---}-- -- - -1--- - 1
EXST. STRAIN POLE
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1. ALL INVERT ELEVATIONS SHOWN ON THESE PLANS
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NEW TRAFFIC SIGNAL
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�I
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ULTIMATE R -O -W
PER DOC. No. 0206208460
��I(APROX. LOCATION - PG PLANS)
--_
FL
FLOWUNE
i STA. 36+42.63 C.L. 30.13 RT.
EXISTING WATER LINE
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356
346.40 INV. 8 S
CENTERLINE
PROPOSED R -O -W DEDICATION
328
DISCHARGE PLANS APPROVED SEPTEMBER 1986.
it EXTEND AND PLUG
=XISTING SEWER MANHOLE
ELEV
ELEVATION
324
APPROX. 65.07 LF OF 8" SS
PARCEL_ 3
EXISTING TRAFFIC SIGN
0 0.35% (SO1.02 25 W)
346.63 INV. 8" S
PER TITLE REPORT
LOT D
L.L.A. No. 06-2270
48.69 Com. AC.
LEGEND:
FUTURE CURB,
GUTTER & SIDEWALK
360 t3�s8
MONUMENT AS DESCRIBED
!-XISTING FIRE HYDRANT
ABBREVIATIONS
356
EXISTING SEWER LINE
*
No TES. -FOUND
—
EXISTING POWER POLE
=XISTING WHARF HYDRANT
EP
EDGE OF PAVEMENT
348
EXISTING STORM DRAIN LINE
1. ALL INVERT ELEVATIONS SHOWN ON THESE PLANS
344
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FLOWUNE
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EXISTING WATER LINE
ARE APPROXIMA TE BASED ON SILVER CREEK SEWER
356
CL
CENTERLINE
332
328
DISCHARGE PLANS APPROVED SEPTEMBER 1986.
EXISTING ELECTRICAL METER
=XISTING SEWER MANHOLE
ELEV
ELEVATION
324
EXISTING TELEPHONE LINE
CONTRACTOR TO VERIFY THE LOCATION AND INVERT OF
EXISTING TRAFFIC SIGN
=XISTING SEWER CLEANOUT
FC
FINISH CONCRETE
4 SCALE: 1" = 50' HORIZ.
EXISTING GAS LINE
EXISTING SEWER AND STORM DRAIN LINES PRIOR TO
EXISTING STREET NAME SIGN
-XISTING STORM DRAIN MANHOLE
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EXISTING STREET LIGHT
LJ
EXISTING UTILITY TRENCH
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EXISTING IRRIGATION VALVE OR RISER
EXISTING GAS VALVE
D
EXISTING STREET LIGHT PULL BOX
IL
EXISTING EDGE OF PAVEMENT
ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
EXISTING IRRIGATION STANDPIPE
L"XISTING PIPELINE MARKER
C
W EXISTING CABLE T.V. VAULT
-
EXISTING CHAIN LINK FENCE
2. ALL LOCATIONS AND INVERT ELEVATIONS OF PROPOSED
EXISTING WATER VALVE
EXISTING TELEPHONE PEDESTAL
340340
EXISTING TREE, DECIDUOUS,
EXISTING BARB WIRE FENCE
340
EVERGREEN, PALM, SHRUB
SEWER STUBS TO BE VERIFIED AND RECORDED BY A
EXISTING HOSE BIB
:XISTING TELEPHONE VAULT
SURVEY ELEVATION
336
EXISTING GROUND CONTOUR
LICENSED SURVEYOR PRIOR TO PLUGGING ANDEXISTING
WATER METER
336
336
FL WLINE
EXISTING CURB AND GUTTER
up
332
BACKFILLING.
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PROPOSED SEWER UNE
PROPOSED WATER LINE
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mm
---
A SECTION
352
4 SCALE: 1" = 50' HORIZ.
1" = 10' VERT.
360
356
352
348
344
340
336
332
328
324
B SECTION
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1" = 10' VERT.
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D SECTION
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1" = 10' VERT.
360
356
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348
344
340
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332
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324
360
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48+00
49`00
------------
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360
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344
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PARCEL MAP NO. 11779
P.M. BK. 59, PG. 74-77
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SCALE: 1 " = 50'
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