HomeMy WebLinkAbout1.2-7044 Ph 1 & 2EXIST. ZONE = R-1
TRACT NO. 6916 UNIT 2
M.B. 61, PER. 109-111
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PARCEL 2 % I
PARCEL MAP NO. 10155
P.M. El 49, PCS. 82-83
STORM , �IU�u. ;
0
W'O a
DRAIN19" STORM
�,
YON.
�■�.
iLYRL.
24" STORM DRAIN
NI T. 30S.s R. 27E.,
s
Sel-m.
C.L
CENTERUNE M.H./MH
PANAMA LANE
REV.
ELEVATION MGM
of a
m
a
g' V o
I BERKSIifRE ROAD
29
C.O.D.
CITY OF BAKERFIRID GATE
STORM DRAIN MANHOLE
6
T.O.M.
5UTLET STRUCTURE
Irl
EX I"CHEN o ROAD °-
__ CONSTRUCT STORM DRAIN PER G.D.B. SID.
T.O.C.
SEWER IM PRO VEM ENT S
iii iii ��i�■
SEWER LINE
S CONSTRUCT SEWER PER G.D.®. STANDARD
INV.
INVERT DIVE
SIDEWALK
8" SEWER LINE
ELfELEV.
ELEVATOR FH
RRE HYDRANT
----...
w -- PROPOSED WATER - SEE CWS PLAN
PAL
PROPERTY UNE D.W.S.
DESIGN WATER SURFACE
STANDARD MANHOLES
E.P.
EDGE OF PAVEMENT DOW
EX. RIGHT-OF-WAY
��IIII'�IIIIIN�
G./EXIST.
EXISTING CWS
CITY WATER SERVICE
*TO 7'
A
lam I
TYR
TVP.
US ANY.
ON DEEP SEWER, SLOPE LATERALS
TO LOT UNE SO THAT THE END OF
LATERAL IS WITHIN REQUIRED
TOLERANCE.
STAMP AN "S" INTO CURD FACE
OVER EACH SEWER LATERAL
III SEWER MAIL:
� IE
b` RApE � WATERLINE
T P. s
FINISHED STREET -'
G
TVP.
0
t%T MIN. 1
`SET LATERAL PROVIDING PROPER \\
CLEARANCE UNDER WATERLINE AND
UTIUTY TRENCHES
INSTALLATIONwal
TYPICAL SEWEi LATERAL INSTALLATION
FOR SHALLOW rSEWER LATERALS FROM
GROSSINGSS
THE SEWER LATERALS MUST CROVER THE WATER OR U71UTY TRENCH.
THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN
OVER THE WATERMAIN.
A SEWER LATERAL GROSSING BO r OF
CONTINUOUS 20' SECTION 0(OR 14 PER AWWA C900) PLASTIC
PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED.
NOTE: CONTRACTOR TO VERIFY THAT WATER
RAN AND SEWER LATERAL CROSSINGS
ARE IN CONFORMANCE WITH CALIFORNIA
HEALTH CODE REQUIREMENTS.
17IIIIIIEAPV11110
D
Y MAPa - DENOTES SHEET NUMBER
SCALE: 1' = 200`
KERNCITY OF BAKERSFIELD
■
SEWER & STORM DRAIN CONSTRUCTION PLANS
i
VE
MCINTOSH & ASSOCIATES
2001 WHEELAN COURT
BAKERSFIELD, CA 93309
CONTACT PERSON - ROGER MCINTOSH
(661) 834-48814
BENCHMYi
NORTHEAST CORNER OF CONCRETE ENCASEMENT AT THE
CENTERUNE INTERSECTION OF PANAMA LANE AND BUENA
VISTA ROAD.
ELEVATION = 348.61' (U.S.C& DATUM)
BASIS_BEARING-
THE BEARING OF N B9'O8'46' W SHOWN FOR INE
EAST -WEST UNE OF SECTION 30, F 30 S., R. 27
E. AS SHOWN ON PARCEL MAP No. 10155
RECORDED IN PARCEL MAP BOOK 49, PAGES 82
AND 83 IN THE OFFICE OF THE KERN COUNTY
RECORDER WAS USED AS THE BASIS OF BEARINGS
SHOWN HEREON.
INDEX OF SHEETS
SH.E=ET _11TI,,,E,
1. COVER SHEET
2. NOTES & SPECIFICATIONS
3, YUKON RIVER AVENUE
4. MARTIAN RIVER STREET AN BREITENBUSH AVENUE
5, LAKE BRACCIANNO AVENUE
6. KOYUK RIVER STREET
7. LAKE GARDA STREET, COW CREEK WAY & SCRIVIA COURT
& CHETCO RIVER STREET & I PUCCINNI STREET
9, SUMP EXHIBIT
10. OFF-SITE IMPROVEMENTS
< IT. OFF-SITE IMPROVEMENTS
NOTE:
PHASE 1 IS 2 ARE TO BE CONSTRUCTED SIMULTANEOUSLY.
NOTE: 1, PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, CITY CONSTRUCTION
INSPECTION DEPARTMENT1
24 HOURS ANYME. TELEPHONE •..R r4:
NO CITY INSPECTIONS
WORK
WTH APPROPRIATE SECURITY AND INSURANCE
HAS BEEN
MATERIALS2, ALL r FOR THIS PRGECT
WILL REQUIRE A CERTIFICATE OF s,,
REQUIREMENTSSTATING THAT THE BOB I
SET FORTH BY THE CITY OF a HAVE it
BEEN MET,
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 AND SUCH CORRECTIONS
SHALL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE
CITY ENGINEER.
Fir
DATE
R.C.E. NO. 61069
F7 REVIEWED BY: STUART J. PATTESON
ASSISTANT PUBLIC WORKS DIRECTOR
2—)1-2D.
LEGEND:
0
W'O a
Pi
�,
YON.
i HARRIS ROAD z
iLYRL.
FLOE RIR
NI T. 30S.s R. 27E.,
s
Sel-m.
C.L
CENTERUNE M.H./MH
PANAMA LANE
REV.
ELEVATION MGM
of a
m
a
g' V o
I BERKSIifRE ROAD
29
C.O.D.
CITY OF BAKERFIRID GATE
STORM DRAIN MANHOLE
6
T.O.M.
TCW OF MANHOLE CB
Irl
EX I"CHEN o ROAD °-
__ CONSTRUCT STORM DRAIN PER G.D.B. SID.
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 AND SUCH CORRECTIONS
SHALL BE REFLECTED ON CORRECTED PLANS SUBMITTED TO THE
CITY ENGINEER.
Fir
DATE
R.C.E. NO. 61069
F7 REVIEWED BY: STUART J. PATTESON
ASSISTANT PUBLIC WORKS DIRECTOR
2—)1-2D.
LEGEND:
LEGEND (COI
ABBREVIATIONS
YON.
iLYRL.
FLOE RIR
RIGHT-OF-WAY
,15f q
TOP MANHOE
C.L
CENTERUNE M.H./MH
MANHOLE
REV.
ELEVATION MGM
SEWER MANHOLE
CENTERUNE
C.O.D.
CITY OF BAKERFIRID GATE
STORM DRAIN MANHOLE
T.O.M.
TCW OF MANHOLE CB
CATCH BASIN
__ CONSTRUCT STORM DRAIN PER G.D.B. SID.
T.O.C.
TOP OF CLEANOUT GB
GRADE BREAK
S CONSTRUCT SEWER PER G.D.®. STANDARD
INV.
INVERT DIVE
SIDEWALK
ELfELEV.
ELEVATOR FH
RRE HYDRANT
----...
w -- PROPOSED WATER - SEE CWS PLAN
PAL
PROPERTY UNE D.W.S.
DESIGN WATER SURFACE
E.P.
EDGE OF PAVEMENT DOW
EX. RIGHT-OF-WAY
TRACT BOUNDARY
G./EXIST.
EXISTING CWS
CITY WATER SERVICE
CfG
CURB & GUTTER STC.
STANDARD
EXISTING SEWER
"
W _. __ EXISTING WATER
(1)
SURVEY MONUMENT
&
M PROPOSED EGATE
PLAN A VALVE
CBS VALVE
—. _—.-.-.--___ .-_ EXISTING STORM DRAIN
SIM DRAIN MANHOLE TYPE 'A"
/. E%15 NG GATE VALVE
EXISTING EDGE OF PAVEMENT
PER GIVE. STANDARD.
airASSEMBLY
CATCH BASIN VAIN 3.5 OPENING
Dl PROPM
FIRE HYDRANT
- SEE CWS PLAN
SM
MM PHASE UNE
PER C.O.B. STANDARD DETAIL Si
UNLESS OIHEREASE NOTED.
_' EXISTING FIRE HYDRANT�,
gam; EASEMENT LEGEND
#
E PROPOSED Y BLOWOFF
�R
CONSTRUCT MANHOLE TYPE `A'
ASSEMBLY - SEE CWS PLAN
SECTIOd LETTER
PER G.D.B. STANDARD DETAIL 5-7.
/—PIPE SIZE
CONSTRUCT SEWER CLEANOUT PER
G'S—UTIUTY:
_
--
C.O.A.STANDARD Etna. S-211_
2
R
{{
Know haft elo
,:.
EXISTING SEWER MANHOLE
C- CAS D -DRAIN
SHOT WHERE SECTION IS SHOWN
.
Call before you dig.
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 811.
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
VE
EXCAVATIONS TO RIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY
RETIE THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER
TO
TO REDESIGN
THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY
THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF
THE AUGNMENT 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 LOCATORS AND ELEVATIONS OF EXISTING SEWER LINES THAT
THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE
0
REPORTEDE T 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 DAYLIGHT@ AND CHECKED FOR GRADE, BY
CONTRACTOR PRIOR TO TRENCHING.
ALL EXISTING IMPROVEMENTS CURB CUTTER SIDEWALK GROSS GUTTER, FENCES,
ETC. THAT ARE REMOVED OR DAMAGED 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 PUBLIC
WORKS DEPARTMENT FOR ANY 'WORK PERFORMED WITHIN EXISTING ACCEPTED STREET
RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVLNT 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
NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS
IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED.
2. STANDARD DETAILS
THE FOLLOWING CITY OF BAKERSFIELD STANDARDS
SHALL BE CONSIDERED PART OF THESE PLANS
D-11, D-14, D-16, 0-18
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 NTH 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
NTH COMPRESSION JOINTS CONFORMING NTH THE CURRENT AS1M SPECIFICATION
C-425.
THE PIPE AND FITTINGS FOR 6', 8', 10", AND 12" SANITARY SEWER MAINS MAY
BE PLAIN -END NTH COMPRESSION COUPLINGS CONFORMING NTH THE CURRENT ASTM
SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS
MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR 'MAINUNE'
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 NTH
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 0-3034 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 PIPEUNES; CUT -IN FITTINGS ARE NOT PERMITTED.
JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL
BE IN ACCORDANCE NTH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE
CONNECTS TO VCP PIPE, USE COUPUNGS APPROVED BY THE CITY OF BAKERSFIELD.
INSTALLATION : PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE NTH
THE CURRENT ASTM SPECIFICATION 0-2321. ONLY CLASS I, 11, AND III EMBEDMENT
MATERIALS WILL BE CONSIDERED SUITABLE
6. REINFORCED CONCRETE PIPE WITH PVC LINING
REINFORCED CONCRETE PIPE NTH PVC UNING SHALL MEET THE FOLLOWING
REQUIREMENTS:
I.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLASS IV
OR CLASS V NTH WALLS 'B" OR V. 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 NTH THE FOLLOWING PARAGRAPHS PIPE
SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL
AND SPIGOT DESIGN NTH A CONTAINED O-RING GASKET.
PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 36W
OF THE PIPE. ALL WORK FOR AND IN CONNECTION WITH THE INSTALLATION OF THE
UNING IN CONCRETE PIPE AND FIELD SEALING AND INNING OF JOINTS SHALL BE DONE
IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND
RECOMMENDATIONS OF THE UNING MANUFACTURER. LINER SHALL MEET THE FOLLOWING
REQUIREMENTS.
I.B. PHYSICAL PROPERTIES OF LINER. ALL PLASTIC UNER PLATE SHEETS. WELDING
STRIPS AND OTHER ACCESSORY NEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES
WHEN TESTED AT 77F t5 (25'C t3 ).
PROPERTY INITIAL (PAR, ILC)
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 71.5
TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM
D412 USING DIE B. WEIGHT CHANCE 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 PLAT SHEET AND WELDING STRIP AT ANY
TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK.
UNER 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 UNER.- 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 35
(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.B) 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
CONCENTRATION
20%"
SODIUM HYDROXIDE
5%
AMMONIUM HYDROXIDE
5%""
NITRIC ACID
1%""
FERRIC CHLORIDE 1%
1%
SOAP
0.1%
DETERGENT
0.1%
(LINEAR ALKYL BENZYL SULFONATE OR LAS
gw
BACTERIOLOGICAL
BOU NOT LESS THAN 700 PPM
"THIS IS TO BE USED AS A PRE-WAUFlCATION 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 UNER SHALL BE INTEGRALLY EXTRUDED WITH THE
SHEET.
I.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 UNING SHALL BE INSTALLED NTH THE LOCKING EXTENSIONS RUNNING PARALLEL
NTH THE LONGITUDINAL AXIS OF THE PIPE.
THE UNING 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 UNING 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 UNING, AND THE RESULTING HOLES CLEARLY MARKED.
ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED ARFAS IN
THE UNING SHALL BE PATCHED. PATCHES MADE ENTIRELY NTH WELDING STRIP SHALL
BE FUSED TO THE LINER OVER THE ENTIRE PATCH AREA LARGER PATCHES MAY
CONSIST OF SMOOTH UNER 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 DONT 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 UNING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE
WORK.
IS APPLICATION TO CONCRETE PIPE - SPECIAL REOUIREMENTS. THE UNING
SHALL BE SET FLUSH NTH 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
T100 MM BEYOND THE OPPOSITE END DEPENDING UPON THE TWE OF LINING JOINT
O BE MADE NTH 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 NTN CLAY UNING OR CLAY PIPE) THE UNING SHALL BE
EXTENDED OVER AND AROUND THE END OF THE PIPE AND BAC( INTO THE STRUCTURE
FOR NOT LESS THAN 4 INCHES (100 MN). THIS PROTECTING CAP MAY BE MOLDED
OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE
INHERE A PIPE LATERAL (NOT OF PLASTIC UNED CONCRETE) IS INSTALLED THROUGH
UNED 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 LINED PIPE
TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED
IN UFTING PIPE ALL HANDLING OPERATION SHALL BE DONE NTH AN EXTERIOR SUNG OR
WITH A SUITABLE FORK UFT.
ON PIPE HAVING A 360' UNER 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 UNING 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 NTH
CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT,
EXTEND INTO THE PIPE BEYOND THE STRAIGHT LINE CONNECTING THE SURFACES OF THE
ADJACENT PIPE SECTIONS.
PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE-
ALL
ADEALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING
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 NTH 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 UNER SHEETS WITH A i -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 NTH A JOINT FLAP NTH LOOKING
EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (100 MM) BEYOND
THE PIPE END. THE JOINT FLAP SHALL OVERLAP THE LINING IN THE ADJACENT PIPE
SECTION A MINIMUM OF 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR
TO WEIDING. THE FIELD JOINT SHALL BE COMPLETED BY WELDING THE FLAP TO THE
UNING 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 MOTH
(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 WEED STRIP TOGETHER TO PROVIDE A
CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE UNER
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 REQORDAENT SHALL APPLY WHEN THE LINER COVERAGE IS
360 DEGREES:
WHEN GROUNDWATER IS ENCOUNTERED THE LINING 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.
NEN WELDING THE DOWNSTREAM SIDE OF A JOINT STRIP OR FLAP, DO NOT WELD
6 TO B INCHES (150 TO 2GO MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF
POTENTIAL FUTURE GROUNDWATER BUILD-UP.
I.H. APPLICATION TO CAST -4N -PLACE CONCRETE STRUCTURES - SPECIAL
REQUIREMENTS UNER 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 UNING 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 BRIO( MANHOLES AND CLAY OR CAST IRON PIPES). THE SAME
PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE OF PROTECTIVE UNING 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 NTH THE
PLASTIC -LINED CONCRETE IF THE UNER CANNOT BE SEALED NTH ADHESIVE BECAUSE
OF THE JOINT AT THE RETURN BEING TW WIDE OR ROUGH OR BECAUSE OF SAFETY
REGULATIONS, THE JOINT SPACE SHALL BE DENSLY CAULKED NTH LEAD WOOL OR OTHER
APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED
NTH A MINIMUM OF 1 INCH 925 MM) OF AN APPROVED CORROSION RESISTANT
MATERIAL
1.1. TFSTING AND REPAIRING DAMAGED SURFACES. AFTER THE PIPE IS
INSTALLED IN THE TRENCH, ALL SURFACES COVERED NTH LINING, INCLUDING WEIRS, SHALL
BE TESTED NTH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR
(TINKER & RASOR MODEL N0. AP -W NTH POWER PACK OR APPROVED EQUAL) WITH
THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS.
ALL WELDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD.
ALL PATCHES OVER HOES OR REPAIRS TO THE UNER WHEREVER DAMAGE HAS
OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE PATH BECTON 7-203(1.E) PARA
6 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. THE FORCE BA WILL BE APPLIED NORMAL TO THE FACE OF
THE STRUCTURE L MEANS OF A SPRING BALANCE. LINER ADJOINING THE WELDING
STRIP WILL BE HELD AGAINST THE CONCRETE DURING APPLICATION O THE FOR THE
A CE
10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WELD FAILURE DEVELOPS, UNTIL NO
FURTHER SEPARATION OCCURS. DEFECTIVE WEIRS 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 PASSED INSPECTION. INSPECTION SHALL BE MADE
WITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING
THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM
EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK.
SHOP DRAWINGS CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION
SHOWING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW
PIPE TRENCH CLASSIFICATION. RCP CLASS IV SHALL BE INSTALLED PER ASTM
TRENCH DESIGNATION V. RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH
DESIGNATION V.
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 477.
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. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S
GUIDELINES, THESE SPECIFICATIONS AND ASTM D 2321 "UNDERGROUND INSTALLATION OF
FLEXIBLE THERMOPLASTIC SEWER PIPE'.
4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE
SPECIFICATIONS AND THE FOLLOWING:
DEFLECTION MEASUREMENT OF PVC PIPE AFTER 30 DAYS OF INSTALLATION THE
CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PUWNG A GO -NO-GO 5% MANDREL
THE MANDREL SHALL BE PULLED THROUGH THE PIPE WITH ROPE BY ONE PERSON
W9THOUT MECHANICAL ADVANTAGE, THE MANDREL SHALL HAVE VANES AT LEAST AS
LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE
NTH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS THE MANDREL
DIAMETER WILL BE CALCULATED USING THE FOLLOWING FORMULA:-
MANDREL
ORMULA:MANDREL DIAMETER = BASE PIPE I.D. Y - 100 X BASE PIPE I.D.
(/ )
INHERE Y = ALLOWABLE DEFLECTION IN % (5%)
BASE I.D. = ACTUAL INSIDE PIPE DIAMETER PROVIDED BY PIPE
MANUFACTURER
THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES NTH 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 PIPE THAT FAILS THE MANDREL TEST SHALL BE
EXCAVATED, RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST
CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED.
PIPE TRENCH OASSFICATION. PVC PIPE SHALL BE INSTALLED PER CITY STANDARD
S-39, AS MODIFIED ON THE CONTRACT PLANS. COMPACTION ABOVE THE PIPE ZONE
SHALL BE AS SHOWN ON THE PLANS.
7. TRENCH EXCAVATION
THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN
OPEN -CUT FROM THE SURFACE OF 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.
8
9
THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH
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 NTH 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 UNES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS.
EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND
REGULATIONS OF THE STATE DIVISION O 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, JUSTIFYING
THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE
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 EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING
BACKFILUNG, THE 80TTOM 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 PLAN, DRAWING THE DESIGN OF SHORING, BRACING,
SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR 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 REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS
PROHIBITED ON THIS PRD,ECT.
TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN
ADVANCE OF PIPE LAVING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR
THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER.
ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD
SPECIFICATIONS DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE
PIPE OPTIONS STORM DRAIN AND UTIUTY CONDUIT INSTALLATIONS SHALL BE IN
ACCORDANCE NTH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LESS
THAN NINETY PERCENT (90%) 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 SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER
AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE.
BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE GF DELETERIOUS MATERIALS
AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND
SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES EACH LAYER
SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A
COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED.
THERE MUST BE AT LEAST ONE FOOT OF DOVER OVER THE PIPE BEFORE COMPACTION
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 PIPE SPRINGUNE, 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.
BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO
THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPUNGS. DURING
BEDDING AND BAOFlLUNG 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 WALL 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 ASIA 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 B0114 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
(:(ONSOIDATFD BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND
COMMENCING OPERATION.EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION
IMPACT
OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
F
RESULTING FROM THE USE � THIS EOUIPMENT. HYDRA -HAMMER WILL NOT BE
PERMITTED.
SUBSEQUENT BAGKFIW ABOVE THE LEVET. OF INITIAL BACKFILL, THE TRENCH MAY BE
BACKFILLED PATH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE
OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NAIVE
MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROVING,
USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER.
WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROWING THE BACKFILL
MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE
DEPTH, FACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROVING
BEFORE SUCCEEDING LAYERS ARE PLACED.
COMPACTION OFSUBSEQUENT 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.BOW. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON
STREETS, THE BACKFILL WTHIN 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 ROWING 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,,ETTING 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 (90%)
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 ENGNEER.
10. xNTK Y1Y[ Irv]IPLLNnIFI
SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE
PRICE PER UNEAL FOOT SHALL INCLUDE BUT NOT BE LIMITED TO EXCAVATION, BEDDING
AND BACKFILL
HANDUNG 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, HAUUNG, UNLOADING, HANDUNG
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 NTH MANUFACTURER'S REODMMENDATONS PIPE LAYING SHALL BEGIN
FROM THE DOWNSTREAM END OF THE TRUNK SEWER OR AS DIRECTED BY THE ENGINEER.
PIPE LAYING SHALL PROCEED NTH EACH PIECE LAID TRUE TO UNE AND GRADE AND IN
SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT NTH THE ADJOINING PIPE
AND TO PREVENT SUDDEN OFFSETS IN THE 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
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 171E 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 NTH 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 PIPELINES"
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 SUPPLIER'S REQUIREMENTS THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24
HOURS PRIOR TO ANY TESTING.
CLEANING PIPE LINES. CARE SHALL BE EXERCISED IN LAYING OF PIPE UNES 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 MANDREUED TO
REMOVE ANY ORT 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 UNE.
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. COMPRESSON
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 SEVER LATERALS WELL BE
PAID AS SEVER FOR THE APPROPRIATE DIAMETERS.
11. SYSTEM TESTING
A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE
IN ACCORDANCE NTH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE
RECOMMENDATIONS OF THE MANUFACTURER.
PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED NTH VIDEO EQUIPMENT DESIGNED
FOR THIS PURPOSE. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN
ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION
SHALL BE WITNESSED BY THE CIMS CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE
CHAIN OF CUSTODY FORM. THE SUED1 MEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS
REVEALED TO BE NOT IN COMPLIANCE NTHTH THE
SHALL IMMEDIATELY
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 CITY 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 TWE AND SHALL BE USED FOR ALL
LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE
HORIZONTAL PLANE RUNNING THROUGH THE CENTERUNE OF THE MAIN.
ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM
OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LINE NTH 30" OF COVER AT FLOW LINE.
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR
RIGHT-OF-WAY UNE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. STD. DET. SW -1.
LATERALS SHALL BE A MINIMUM OF SO DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY UNE OR
RIGHT-OF-WAY UNE AND A MINIMUM OF 2.5' DEEP AT FLOWLINE.
LINED MANHOLES
THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE
DIAMETER OF THE CONNECTING UNE. THE CORED HOE SHALL BE DESIGNED TO CUT A
HOLE NTH MINIMUM DAMAGE TO THE REINFORCING STEL, PIPE OR PLASTIC LINER.
PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION. PLASTIC UNER
AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER
MANUFACTURE'S RECOMMENDATION. THE END OF THE CONNECTING UNE SHALL BE SEALED
TO THE PVC BORT WITH SIKA NJ PRIMER AND SIKA FLEX 1A SEALANT OR AN APPROVED
EQUAL
THE PVC BOOT SHALL BE ORDERED SO IT NLL FIT SNUGGLY 0 THE OUTSIDE WALL OF
THE CONNECTION.
THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER
THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION.
THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE ANBD PLACED SO IT IS
FLUSH WITH THE INSIDE WALL OF THE ROP.
THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL
APPROVED BY THE CITY ENGINEER.
13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG SOLVENT WELDED
14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE NTH 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 NTH THE CITY
OF BAKERSFIELD STANDARD DRAWING S-20.
MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TWE "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 'LAING SIPHON AND PRESSURE
PIPE', OF THE STANDARD SPECIFICATIONS WLL 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 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
RESUENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING
WAIN 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 WTH EACH PIECE WD 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 CASED.
WITH BELIED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
FACILITATE THE JOINT OPERATIONS. AND SHALL BE ONLY OF SJFFICIE14T 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 OF CUTTING PIPE AND
SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION O THE
WORK. ALL PIPE SHALL BE WT TO FIT ACCURATELY, NTH SMOOTH EDGES AND FACES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
ADDITIONAL COMPENSATION WELL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
OR INCORRECTLY CUT.
T : A; N X73
17
18
CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE
INSTALLED. IT SHALL HAVE EVEN SEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE
TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED NTH
SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE
CASING ALSO SHALL BE BACKFILLED NTH GROUT OR SAND. THE ENDS OF SPACE
BETWEEN THE CASING AND THE PIPE SHALL BE SEALED NTH 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 NTH SUCH PRECISION THAT WILL
ALLOW THE REPLACEMENT OF THE PIPEUNE 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 VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION
SHALL BE COMPLETELY FILLED NTH 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 BRFASTBOARDING AND/OR FACE CLOSURE NTH
SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE
THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER NTH A
DETAILED PLAN OF PRECEDING WITH THE NRK, 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 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 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, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SEF
PLUMB.
SURVEY MONUMENT AND FRAME AND COVER NTH ENCASEMENTS SHALL BE ADJUSTED OR
INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN
ACCORDANCE NTH 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.
93
Know whars below.
Call before you dig.
■
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it
6 < ICU INTERSECTION 5
A,d I STA 10+00.00 C.L YUKON RIVER AVENUE q
'TSTA. 16+05.00 C.L. KOYUK RIVER STREET
I
I J
LL zl ! 4 I li
50' 25'
SCALE:
O'
1"
= 50'
50'
100'
STA. 19+20.00 aL YUKON RIVER AVENUE _
328
rt
328
1
RNISHi GROUND
3561— J 356
354 a
352
350
348
346
344
342
340
338
336
334
332
i
_
11+00
L1
STA 10+00.00
C.L. CHETCO RIVER STREET
STA. 19+20.00 aL YUKON RIVER AVENUE _
328
rt
328
1
RNISHi GROUND
RI#IT-OF-WAY
o�
���
iPIPE_II-
I
CENTERLINE M.H./MH
I
I
a 1
— _ — ;--
i 1
Y
Ij
A
SECTION A
74
3
L ._
PVC -
3 i
I
INSTALL 0
�I.
IOFF 1,B- RCP I
-
J i
I
i
m
-Mjy
i
0 I
• 11 w�^
354
352
350
348
346
344
342
340
338
336
334
332
330
330
11+00
L1
STA 10+00.00
C.L. CHETCO RIVER STREET
STA. 19+20.00 aL YUKON RIVER AVENUE _
328
��er
328
1
-
FL `
- `RW
RI#IT-OF-WAY
326
W
326
CENTERLINE M.H./MH
j
SCRIVIA
324
— _ — ;--
_J 324
A
SECTION A
74
3
SCALE: HORZ. 1" = 50'
SHEET 7)
I
VERT. 1" = 5'
�I.
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
10
STA. 10+00.00 C.L. SCRIVIA COURT
11+00
L1
STA 10+00.00
C.L. CHETCO RIVER STREET
STA. 19+20.00 aL YUKON RIVER AVENUE _
1
r
STA 13+00.00 C.L. LAGO PUCCIN STREET
1
-
FL `
- `RW
RI#IT-OF-WAY
�
351 TOP OF MANHOLE
T
CENTERLINE M.H./MH
j
SCRIVIA
COURT
o
poo
0
p
74
C.O.B.
i
SHEET 7)
I
- ni
�I.
�d30w
4Ei(SEE
N
i
g
i
o
m
i
g
INV.
I
O
17
1
12' 1831
18' 12'
RI
r
s 13
o++im
N
~ S
..;ii
16.p-�I
E.P.
_9_
L
2$dd
NN
Q
TRACT BOUNDARY
NEW WATER MAIN PER
I `WATER PLANS (TYP)
EXISTING CWS
CITY WATER SERVICE
�
C/G
CURB & GUTTER SID.
STANDARD._.__.______
; ______-__ EXISTING SEWER
_v� `RWI �m
Y
m
®
I
)4 PROPOSED GATE VALVE & VALVE
BOX - SEE CWS PLAN
m
11+00
L1
I tL' 12+00 to
175 W LF GF 6' SS SFt911-T51"E
ad
STA. 19+20.00 aL YUKON RIVER AVENUE _
1
L2
STA 13+00.00 C.L. LAGO PUCCIN STREET
1
-
FL `
- `RW
RI#IT-OF-WAY
S89' 11' 51"E
351 TOP OF MANHOLE
T
CENTERLINE M.H./MH
MANHOLE
37.01
I
o
poo
0
19 i 18
74
C.O.B.
i
X73
I
- ni
J
-jn
TOP OF MANHOLE co
CATCH BASIN
N
i
g
i
o
m
i
g
INV.
I
O
hr
YYWY
N
9
25
II
EL/ELEV.
RI
H
+a24
<
o++im
N
~ S
DESIGN WATER SURFACE
..;ii
-
E.P.
_9_
L
2$dd
NN
Q
TRACT BOUNDARY
NEW WATER MAIN PER
I `WATER PLANS (TYP)
EXISTING CWS
CITY WATER SERVICE
�
C/G
CURB & GUTTER SID.
STANDARD._.__.______
; ______-__ EXISTING SEWER
5
Y
m
EXISTING WATER
®
1100 L2 14+00
13000 LF OF 8 SS S697P IT
rc
X72 i � 71 Iir ,e
s I
g O COW CREI
r m (SEE SH
o f
d
a � �
M
LINE #
GL INTERSECTION
LEGEND (CONT.h
L1
STA. 19+20.00 aL YUKON RIVER AVENUE _
1
L2
STA 13+00.00 C.L. LAGO PUCCIN STREET
1
FLOWLINE RJW
RI#IT-OF-WAY
S89' 11' 51"E
351 TOP OF MANHOLE
C.L.
CENTERLINE M.H./MH
MANHOLE
37.01
I
o
poo
0
I
mH
A n
C.O.B.
vi
T
I
- ni
J
-jn
TOP OF MANHOLE co
CATCH BASIN
JJ
(5<
tivwi
GRADE BREAK
La, >
CONSTRUCT SEWER PER C.O.B. STANDARD
INV.
I
O
hr
YYWY
N
9
25
II
EL/ELEV.
ELEVATION PH
FRE HYDRANT
+a24
w PROPOSED WATER - SEE CWS PIAN
o++im
PROPERTY LINE D-W.S.
DESIGN WATER SURFACE
..;ii
-
E.P.
_9_
L
2$dd
Ica
vi Yn z p
TRACT BOUNDARY
NEW WATER MAIN PER
I `WATER PLANS (TYP)
2227 lF OU 18° SD N89'11H_51°W OI I� iB" SD 17+00 Lq `�'
8 1I_+00
__—m _
—tt
70.06 LF 1 SS 118911'51"W
15+00 1 I 175.OP LF OF 6' SSiW to
RW
F F
Kp rc ¢ � � 0 30.00•
P p H
70 i 69 ( 68 i i 67- 66 w i 65 i 64
g l 1 gg I
gg g
W fV o 1 'n n
S ^ _��
Q Q �
A N N N O F N
\C.L INTERACTION N
STA. 14+30.00 C.L YUKON RIVER AVENUE _
STA. 13+00.00 C.L. COW CREEK WAY
LEGEND:
LINE #
LENGTH
LEGEND (CONT.h
L1
ABBREVIATIONS
N89' 11' 51'W
L2
130.00
FL/F.L
FLOWLINE RJW
RI#IT-OF-WAY
S89' 11' 51"E
351 TOP OF MANHOLE
C.L.
CENTERLINE M.H./MH
MANHOLE
37.01
S3T 38' 56'E
ELEV.
ELEVATION SMH
SEWER MANHOLE
-
— - — - — CENTERLINE
C.O.B.
CITY OF BAKERFlEID SDMH
STORM DRAIN MANHOLE
V
T.O.M.
TOP OF MANHOLE co
CATCH BASIN
0--- CONSTRUCT STORM DRAIN PER C.O.B. STD.
T.O.C.
TOP OF CLEANOUT GB
GRADE BREAK
--s—
CONSTRUCT SEWER PER C.O.B. STANDARD
INV.
INVERT S/W
SIDEWALK
N
7 a �
EL/ELEV.
ELEVATION PH
FRE HYDRANT
w PROPOSED WATER - SEE CWS PIAN
PA
PROPERTY LINE D-W.S.
DESIGN WATER SURFACE
3
J Q d -
E.P.
EDGE OF PAVEMENT XRW
IX. RIGHT-OF-WAY
----------
TRACT BOUNDARY
EX./EAST.
EXISTING CWS
CITY WATER SERVICE
�
C/G
CURB & GUTTER SID.
STANDARD._.__.______
; ______-__ EXISTING SEWER
5
Y
m
EXISTING WATER
®
SURVEY MONUMENT
)4 PROPOSED GATE VALVE & VALVE
BOX - SEE CWS PLAN
--
_-- EXISTING STORM DRAIN
®
STORM DRAIN MANHOLE TYPE "A"EXISTING
GATE VALVE
/r.... / _-.-_ - EXISTING EDGE OF PAVEMENT
PER C.O.B. STANDARD.
Mg"PFTR
CATCH BASIN WITH 3.5. OPENING
Y PROPOSED FRE HYDRANT
ASSEMBLY - SFE CWS PLAN
J
s s PHASE UNE
�F
C.0.8. STANDARD DETAIL 5-12,
B. ST
s EXISTING FIRE HYDRANT
® EASEMENT LEGEND
UNLESS OTHERWISE NOTED.
a PROPOSED Z•BLOWOPF
®
CONSTRUCT SEWER MANHOLE TYPE "A"
ASSEMBLY SEE CWS PLAN
SECTION LETTER
PER C.O.B. STANDARD DETAIL S-7.
SIZE
®
CONSTRUCT SEWER/—PIPECLEANOUT PER
8'S—URUTY:
-�
C.O.B. STANDARD DETAIL S-20.
W -WATER S -SEWER
2
0
EXISTING SEWER MANHOLE
G -GAS 0-DRAIN
SHEET WHERE BECKON IS SHWIM
CONSTRUCTION NOTES
OSNB & PLUG STORM DRAW/SEWER.
EXTEND WITH FUTURE DEVELOPMENT.
CONTRACTOR TO HAVE UCENSED
SURVEYOR VERIFY LOCATION AND
ELEVATION OF INVERT PRIOR TO
BACKPILL
Q CONSTRUCT PIPE SADDLE PER
C.O.B. SM 0-9 AT LOCATIONS OF
CROSSING PIPES WITH CLEARANCE
LESS THAN 12'
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
00
36
37
38
LINE TABLE
LINE #
LENGTH
BEARING
L1
300.00
N89' 11' 51'W
L2
130.00
S89. 11' 51'E
L3
170.00
S89' 11' 51"E
L4
320.00
S89' 11' 51"E
LS
37.01
S3T 38' 56'E
0
I�L;--/0Li� Pyr i i2 -
CITY RECORDS NO:
42'
.A o
v / o
w
®
z
Vw
r
_Z
V
N
7 a �
O
N
80f
0
Q J I
=
9
3
J Q d -
w ro
wm
�
w
5
Y
m
8
�Y
J
�F
u/
m
z
0
N
6
W
Z
W
W
9 N
Z
O b
p
w
M
7
I
27.43'
T
7' m
53 ('
52
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
9+50
1
I
ON
S30N00
II
B-AFHNG
PHASE 1
m _
_
L2
26.41
D40
'._3
STA. ii . C.L INYEIINBUSH
SSIi
w
AVENUE _
j 44 1 48
a I 47'
O
W46
N14' 39' AVA
it
Eg
STY. 10+00.DO C.L COW CREEK WAY
STORM DRAIN MANHOLE
TA.M.
®
I A F P'
0
#h
P' '$
42
ui
W
x a:
NIS CY
i f ui I
OS
PHASE
�ri
M
1
ui
q
'm6'
ELEVATION
FH
CREEK WAY
PA
PROPERTY LINE
D.W.S.
DESIGN WATER SURFACE
E.P.
EDGE OF PAVEMENT
XRW
EX. RIGHT-OF-WAY
L;
SHEET 7
CWS
CITY WATER SERVICE
C/G
n
STD.
o
BREITENBUSH
AVENUE
I r
N GATE & VALVE
f(
10+00,00 C.L. TO 16+20.00
C.L.
NPRROPOSEED PVALVE LAN
- SEE CASSTORM
DRAIN MANHOLE TYPE
"A'IXS
SCALE: i" = 50' HORIZONTAL
PER C.D.B. STANDARD.
�'
1" = 5' VERTICAL
SSI
N4 �'
4r PROPOSED FIRE HYDRANT
EXISTING STORM ORAN
s+iI
825
12'
PER C.O.S. STANDARD DE'iA4.
58
�= EXISTING FIRE HYDRANT
UNLESS OTHERYSE NOTED.
!1111 ie! E
61
®�taw w
�
PROPOCONSTRUCT
2" TPLAN
EASEMENT LEGEND
SEWER MANHOLE
TYPE "A"
ASSEMBLY
I
PER C.O.B. STANDARD DETAIL
I
_
m
/—PIPE SIZE
CONSTRUCT SEWER CiEANOUT
PER
8 S--U'aLITC
+-F���
C.D.B. STANDARD DETAIL S-20.
I
u Wi
T
EXISTING SEWER MANHOLE
G -GAS D -DRAIN
I3
n -<*CM
n
(N
pjj
uqi a I
v`ns
k
:'- i
rm.
c -V
in In z o= t
r
w
m \
i
N
WN<
N
V
+✓4�w T
-
4 i.�s ",.���.���� 4 IIIIIIIIII 111111 �IA
a
24S01 LF 8"
14+ 1
207511.E
o
I 0,
II
B-AFHNG
io' S0'
m _
18 18' iV
L2
26.41
D40
'._3
130.00
SSIi
w
5D n V's
j 44 1 48
a I 47'
I ttj)
W46
N14' 39' AVA
it
Eg
02
STORM DRAIN MANHOLE
TA.M.
®
I A F P'
0
#h
P' '$
42
ui
W
x a:
NIS CY
i f ui I
OS
PHASE
�ri
M
1
ui
q
'm6'
ELEVATION
FH
ARE HYDRANT
PA
PROPERTY LINE
D.W.S.
DESIGN WATER SURFACE
E.P.
EDGE OF PAVEMENT
XRW
EX. RIGHT-OF-WAY
EX./EWST.
EXISTING
CWS
CITY WATER SERVICE
C/G
n
STD.
o
BREITENBUSH
AVENUE
I r
N GATE & VALVE
STA.
10+00,00 C.L. TO 16+20.00
C.L.
NPRROPOSEED PVALVE LAN
- SEE CASSTORM
DRAIN MANHOLE TYPE
"A'IXS
SCALE: i" = 50' HORIZONTAL
PER C.D.B. STANDARD.
EXISTING WATER
1" = 5' VERTICAL
N4 �'
4r PROPOSED FIRE HYDRANT
hx!
A
P
N
R
OWE
PUCCINI STREET
?E SHEET 81
LINE 5
II
B-AFHNG
io' S0'
m _
18 18' iV
L2
26.41
D40
'._3
130.00
SAW ii' S1".-
da
490.09
M
I ttj)
1 50.16
N14' 39' AVA
Y,
¢
Eg
02
STORM DRAIN MANHOLE
TA.M.
I
_
y
#h
#3
42
ro
INV.
45
i
SIDEWALK
ELAELEV.
ELEVATION
FH
ARE HYDRANT
PA
PROPERTY LINE
D.W.S.
DESIGN WATER SURFACE
E.P.
EDGE OF PAVEMENT
XRW
EX. RIGHT-OF-WAY
EX./EWST.
EXISTING
CWS
CITY WATER SERVICE
C/G
n
STD.
o
ci6s�
�
I r
N GATE & VALVE
$Ym
NPRROPOSEED PVALVE LAN
- SEE CASSTORM
DRAIN MANHOLE TYPE
"A'IXS
WG GATE VA LVE
PER C.D.B. STANDARD.
EXISTING WATER
N4 �'
4r PROPOSED FIRE HYDRANT
EXISTING STORM ORAN
N
- SEE CWS PLAN
PUCCINI STREET
?E SHEET 81
EINE TABLE
LINE 5
II
B-AFHNG
io' S0'
m _
18 18' iV
L2
26.41
D40
'._3
130.00
SAW ii' S1".-
da
490.09
qm
L5
1 50.16
N14' 39' AVA
+ +
CITY OF BAKERAELD
02
STORM DRAIN MANHOLE
TA.M.
I
ON
y
T.O.C.
TOP OF CLEANOUT
GB
ro
INV.
INVERT
S/W
SIDEWALK
ELAELEV.
EINE TABLE
LINE 5
LENGTH
B-AFHNG
11
159.54
NCO' 48' 09'E
L2
26.41
S3Z 59' 00'E
'._3
130.00
SAW ii' S1".-
L4
490.09
SW 11' NTE
L5
1 50.16
N14' 39' AVA
41
hINTER NO
A 16+20.00 C.L
STA. 10+00.00 C.L
Ate+
Ye- q
STORM DRAIN TO SUMP
(SEE SHEET 9)
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
LEGEND:
(CONT.):
NOTES:
AIMMMAR26
50'
FL/F.L
FLOUNE
RAW
RIGHT-OF-WAY
C.L.
CENTERLINE
MN./MH
MANHOLE
FLEA.
ELEVATION
SMH
SEWER MANHOLE
MR,
CITY OF BAKERAELD
SOMN
STORM DRAIN MANHOLE
TA.M.
TOP OF MANHOLE
ON
CATCH BASIN
T.O.C.
TOP OF CLEANOUT
GB
GRADE BREAK
INV.
INVERT
S/W
SIDEWALK
ELAELEV.
ELEVATION
FH
ARE HYDRANT
PA
PROPERTY LINE
D.W.S.
DESIGN WATER SURFACE
E.P.
EDGE OF PAVEMENT
XRW
EX. RIGHT-OF-WAY
EX./EWST.
EXISTING
CWS
CITY WATER SERVICE
C/G
CURB IN CUTTER
STD.
STANDARD
Q
SURVEY MONUMENT
PIPES MAN CLEARANCE
N GATE & VALVE
NPRROPOSEED PVALVE LAN
- SEE CASSTORM
DRAIN MANHOLE TYPE
"A'IXS
WG GATE VA LVE
PER C.D.B. STANDARD.
EXISTING WATER
4r PROPOSED FIRE HYDRANT
EXISTING STORM ORAN
CATC14 BASIN INTO 3.5' OPENING
- SEE CWS PLAN
PER C.O.S. STANDARD DE'iA4.
5-12,ASSEMBLY
�= EXISTING FIRE HYDRANT
UNLESS OTHERYSE NOTED.
!1111 ie! E
PHASE`. LINE
�
PROPOCONSTRUCT
2" TPLAN
EASEMENT LEGEND
SEWER MANHOLE
TYPE "A"
ASSEMBLY
PER C.O.B. STANDARD DETAIL
S-7.
_
/—PIPE SIZE
CONSTRUCT SEWER CiEANOUT
PER
8 S--U'aLITC
SHEET WHERE SECTION IS SHOWN
C.D.B. STANDARD DETAIL S-20.
W -WATER S -SEWER
T
EXISTING SEWER MANHOLE
G -GAS D -DRAIN
SCALE:
(CONT.):
NOTES:
LEGEND
50'
100'
/C^O�`NSTRUCTiON€
V
& PLUG TURE
r,§51
TOP OF MANHOLE
EXTEND WITH FUSTAN
DEVELOPMENT,
CONTRACTOR TO HAVE
CENTERLINE
SURVEYOR VE IFI' LCrA PONNN D
R{ INVERT PRIOR 10
ELEVIL
_._.._
�p-__.-.—.-__—
CONSTRUC? DRAIN PER C.O.B. STD.
TILL
—
5--
CONSTRUCT SEWER PER C.O.D. STANDARD
PROPOSED WATER - SEE CWS PLAN
CONSTRUCT PIPE PER
G.0.8, SNAT LOC. D-8 AT LDCADONS OF
------
--®®
TRACT BOUNDARY
PIPES MAN CLEARANCE
LESS
LESS THAN 12"
EXISTING SENOR
EXISTING WATER
EXISTING STORM ORAN
EXISTING EDGE OF PAMOMENT
MR om
!1111 ie! E
PHASE`. LINE
4
EASEMENT LEGEND
SECTION LETTER
_
2
SHEET WHERE SECTION IS SHOWN
SCALE:
1"
=- 50'
50' 25' O'
50'
100'
360 360 360
358 358 -- 358
356 356 m T 358
Elmm p�a�,w
354 354 > _ - m m— 354
qC [M S
352 352 Ivr ;ry 4 m - .� •� : 352
tryq ..3
q
350 350 + — 1 350
348 348 8 j 348
I
348 346 -- — 346
-a
344 344 344
APPROXIMATE FG
342 342 ( _ = r— 342
340 340 340
338 338 338
336 336 336
INV. 8 INSTALL 13.00 LF OF
334 334 j — 334 18` RG.1-RCP 0 1-00%
I
332 332 332
INSTALL 23,00 LF -
330
330 330 1 n
OF 18" .00% P 1 330
m"z
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328 328328
ca,
1 q ii •O �.
326 326 M 326
rvi�0�
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322 322 , - + 322
320 320 - --- Thi 320
318 318— 318
316 318 - - --i- 316
17+75
A SECTION_ VIEW = STA. 14+05.00 _
4 SCiiLE: HORY. 1"' =
VERT. 1" = 5'
54
i
1 ray
25 P7 11 i6 q5 11 H'+nm zo
t
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9
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SCALE: 1 " = 50' A5 A, IL
50' 25' 0' 50' Too' PHASE2
u" w
LAKE BRACCIANNO AVENUE
� � •.��- ,'� Yui
rod
STA. 10+00.00 C.L. TO 18+55.00 C.L. m
SCALE: 1" = 50' HORIZONTAL
1" = 5' VERTICAL
Ail
Lo
. 11+59.54
C.L MARTIAN RIVER STREET
358
INST
_ _, ALL 2Bs.05
_
INTERSECTION
J
356
9 INTERSECTION
�
354
-1
gmo ,
SIA. 1O+OD.OQ C.L. LAKE BRACCIANNO AVENUE _
Ys°
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I O ih N
42
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ET
=Q
INSTALL 259.25 �#
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336 -
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;
KOYUK RIVER STREET
�J®
LAKE GARDA STREET
12+00 13+00
L.EGEND._.
334 IF- -
--�—
LEGEND (CONT.):
SEE SWEET 6
ABBREVIATIONS
SEE SWEET 7
TIJ`R6.
FLJF.L
+m
RLGHT-#-WAY
9U TO' #MANHOLE
C.L.
CENTEREYNE M.N. JMIT
MANHOLE
as a
El+
ELEVATOR SERA
,*G
._--__..- _-_ -_ _-_ _ . CENTERELINE
C.0.6.
CITY OF RAKFRFELD SOWN
STORM DRAIN MANHOLE
TA.M.
N
CATCH BASIN
54
i
1 ray
25 P7 11 i6 q5 11 H'+nm zo
t
+ o a 31 a Q
o + -i-.- n 29 1 30 9'- 31 9f 32vs
WATER MAIN PER =' rmn -�
WATER PLANS (1YP)
vc'i m w RW z.
A ..
� I
.. 25925 LF 18 -AD S8911'51 -E 18® SO 6475 LE 24 SD Iii 51 E i
5 11+00 D' -L1 12+00 D Y!
S S—}— S S
29 65 LP S' S8 11'51'E 237.31 LF 8" SEWER SBS'
mWAT
� m a m
n t i rma t oma 1 47 n 1 ry I .y I g
r it
'
51 " 50 49 48 �46 45 j `i 44
'a
g "ae''i t >r i I + 1 1 -4 I I E a
tiN o m
9
t o �
3 ± _++ m m
o� a a r Y gg IS a 4
_2G! N a N y N N Nt47,4 {R N om" 6�A
« NNN N g'ten
SCALE: 1 " = 50' A5 A, IL
50' 25' 0' 50' Too' PHASE2
u" w
LAKE BRACCIANNO AVENUE
� � •.��- ,'� Yui
rod
STA. 10+00.00 C.L. TO 18+55.00 C.L. m
SCALE: 1" = 50' HORIZONTAL
1" = 5' VERTICAL
1
I U+41.Al
360
'
. 11+59.54
C.L MARTIAN RIVER STREET
358
INST
_ _, ALL 2Bs.05
_
4y a' Pvc YcIWETt � azsx
LF T-
J
356
I
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354
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ry .
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Ftt{ISN-tAY0U�4 PROFILE •-MCENT`tRIJNE
352. _
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—
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340 aI
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n4
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338
a
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it
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334
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332 ---
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344
330
344
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328
I
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326
342
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324
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318 _.{
INSTALL 259.25 �#
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336 -
316
i
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9+50 10+00 11+00
12+00 13+00
L.EGEND._.
334 IF- -
--�—
LEGEND (CONT.):
v S
ABBREVIATIONS
8" SEWER
j
TIJ`R6.
FLJF.L
FLOWllNE R%W
RLGHT-#-WAY
9U TO' #MANHOLE
C.L.
CENTEREYNE M.N. JMIT
MANHOLE
as a
ELEV.
ELEVATOR SERA
SEWER MANHOLE
._--__..- _-_ -_ _-_ _ . CENTERELINE
C.0.6.
CITY OF RAKFRFELD SOWN
STORM DRAIN MANHOLE
TA.M.
TOP OF MANHOLE CB
CATCH BASIN
a --^^^-^^ CONSTRUCT STORM DRAIN PER C.O.B. STD.
T.O.C.
TOP OF CLEANOUT G9
GRADE BREAK
.,�. _ g CONSTRUCT SEWER PER C.OA STANDARD
INV.
INVERT S/W
SIDEWALK
326
EL/ELEV,
ELEVATION FH
FIRE HYDRANT
PROPOSED WATER - SEE CWS PLAN
PA
PROPERTY LINE D.W.S.
DE"S" WATER SURFACE
322
E.P.
EDGE OF PAVEMENT MRM
EX. RIGHT-OF-WAY
TRACT BOUNDARY
EX./EXIST.
EXISTING CWS
CITY WATER SERVICE
_....
- -'-' ------ EXI5TFNO SEWER
C/G
CURB k GUTTER SIO.
STANDARD
320
ry
I
318'-
I
—I
----. --_�..-------_ EXISTING WATER
(6
SURVEY MONUMENT
N PROPOSED GATE VALVE kVALVE
BOX - EDSEE CWS PLAN
-.__ __ - --_. EXISTING STORM BRAIN
STORM DRAIN MANHOLE TYPE "A'
V, EASRNG GATE VALVE
EXISTING EDGE #PAVEMENT
PER C.O.B. STANDARD.
FIRE
CATCH BASIN WITH 3.5' OPENING
PROPOSED HYDRANT
ASSEMBLY - SE CWS PLANMM
00 PHASE LINE
PER CAN. STANDARD DETAIL S-12,
.-;" EUGENIC FIRE HYDRANT
O EASEMENT LEGEND
UNLESS OTHERWSE NOTED.
6 PROPOSED 2' BLkW#F
CONSTRUCT SEWER MANHOLE TYPE 'A"
ASSEMBLY - SEE CWS PLAN
SECTION LETTER
PER C.O.B. STANDARD DETAIL S-7.
/—PIPE SIZE
I
CONSTRUCT SEWER CLEANCUT PER
8"S--uRi
—44:s
C.O.B. STANDARD DETAIL S-20.
W -WATER S -SEWER
2
L-)
EXISTING SEWER MANHOLE
G -GAS D -DRAIN
SHEET WHERE SECTION IS SHOW
1
I U+41.Al
U:L. i MAWANNU AVWUL =
. 11+59.54
C.L MARTIAN RIVER STREET
J
sa
n
n
Ys°
i
usm`
M
J
42
O ma
41 i 40
m
354
354
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g
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# 18" R69 ROP
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346
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344
a
344
m
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342
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340 --
3
12
PHASE 2
PR#ktE 4
12
M1
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TRACT "WRY
RY
see SD S$IE31"E 17+40 b
is SO 317.8 LF 6" SEWER N89'iJ W -
!4
37 m
�7
Im
STORM DRAIN TO SUMP
(SEE SHEET 9)
Is
INF TABLE.
LINEA ENCI' BEARING
L1 3OO DO S89' 11' 51'E
L2 24..1.31 Si ii' 51"E
L3 307,69 SXA 19 51'E
i 9 58 71 N55.46 4WE-
14+00 i..!
CONSTRUCTION NOTES:
10 STUB & PLUG OR r", E"
EXTEND NTH FUTURE DEVELOPMENT.
CONTRACTOR r HAW UCENSED
SURVEYOR VERIFY LOCATION
ELEVATION OF INVEST PRIOR TO
CONSTRUCT PIPE SADDLE ER
GETS. STIL D-9 AT LOCATIONS OFCROSSING PIPES VAIN CLEARANCELESS TdAV 12'
�It
360 ' - 1360
43
3588�m'
sa
n
n
Ys°
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356
42
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41 i 40
m
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354
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g
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�IN'aTALL
# 18" R69 ROP
346Aid
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d
(p
d
N
d
N
346
� M
344
`
a4.1
344
� u
342 ---j-
342
340 --
FINISH REGAIN
340
PHASE 2
PR#ktE 4
338
338
c
ET
a�
C
M
336 -
-
336
I
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rx ,
334 IF- -
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m m
v S
I-
8" SEWER
j
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m
--
332
w <
I
as a
w c
330
330
L
328
�'>rT
328
a 1A
a m mi
Im
STORM DRAIN TO SUMP
(SEE SHEET 9)
Is
INF TABLE.
LINEA ENCI' BEARING
L1 3OO DO S89' 11' 51'E
L2 24..1.31 Si ii' 51"E
L3 307,69 SXA 19 51'E
i 9 58 71 N55.46 4WE-
14+00 i..!
CONSTRUCTION NOTES:
10 STUB & PLUG OR r", E"
EXTEND NTH FUTURE DEVELOPMENT.
CONTRACTOR r HAW UCENSED
SURVEYOR VERIFY LOCATION
ELEVATION OF INVEST PRIOR TO
CONSTRUCT PIPE SADDLE ER
GETS. STIL D-9 AT LOCATIONS OFCROSSING PIPES VAIN CLEARANCELESS TdAV 12'
�It
360 ' - 1360
3588�m'
z
�T � .+� �, �
358
356
> I
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354
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359INSTALL 1304 Lf....
2684 LF -I
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OF T8 CP
�IN'aTALL
# 18" R69 ROP
346Aid
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348
346 I--
346
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344
`
a4.1
344
342 ---j-
342
340 --
FINISH REGAIN
340
PR#ktE 4
338
338
c
C
M
336 -
-
336
c
rx ,
334 IF- -
--�—
334
v S
I-
8" SEWER
j
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330
330
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328
a 1A
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326
324
324
322
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322
6
320 --
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320
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318
316
316
A SECTION VIEW — STA. 12+54.25 C.L. t B t SECTION VIEW — STA,. 15+15.00 C.L.
rJ SCALE: T. I' 7 54'-- cJ SCALE: PAGES, P = 50'
VERT. " -- 5' VERT. 1" - 5'
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
3.1 r
SECTION VIEW
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
STA. 15+93..06 C.L.
f SCALE: HORZ. 1" = SO'
5f VERT. 1" = 5'
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
1
(MIND)
1
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'
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KOYUK RIVER STREET
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SCALE: 1" = 50' HORIZONTAL
i
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LEGEND:
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ABB3E.MAIlO'HL4
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FL/F1,
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RIGHT-OF-WAY
5°
C.L.
CENTERLINE
M.H./MH
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SAN
SEWER MANHOLE
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CITY OF BAKERFELD
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STORM DRAIN MANHOLE
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EX. RICHT-OF-WAY
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EX./EXIST.
EXISTING
CWS
CITY WATER SERVICE
COG
CURB & GUTTER
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------- --® TRACT BOUNDARY
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360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
20+50
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V
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2
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NOTES:
FL/F.L
ABBR€NA710N3
FLOWONE
AAT
RIGHT-OF-WAY
$51.Q T.O.Q.
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TOP ' MANHOLE
�,'�
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F.
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M.H,AMH
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D
CONNVTR TO HAVE I-CiNSED
TO NAVE
ELEA
ELEVATION
SEAT
SEWER MANHOLE
_ — _ —.. _ __.___.
CENTERLINE
TION A
SURVEYOR V AND
SURVEYOR VERIFY
C.O.N.
CITY BANHOLE O
SDMN
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RT PRION
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F
TOP OF MANHOLE
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SACKFILL.
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TOP OF CLEANOUT
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SAW
GRADE BREAK
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ELEVATION
IN
EIRE. HYDRANT
—.. w
WATER - SEE CWS
PLAN
(D
L'1
CONSTRUCT PIPE SADDLE PER
C.O.B. STD, D-9 AT LOCATIONS OF
PA
E.P.
PROPERTY UNE
EDGE OF PAVEMENT
REI&
MW
DESIGN WATER SURFACE
FX. RIGHT-OF-WAY
TRACT BOUNDARY
CROSSING PIPES NTH CLEARANCE
LESS THAN 12'
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
9+50
10+00 11+00 12+00 13+00
STA. 10+00.00 CL TO 13+50,00 C.L.
SCALE: 1" = 50' HORIZONTAL
1' = 5' VERTICAL
360
358
356
354
352
350
346
346
344
342
340
338
336
334
332
330
328
326
324
322
324
318
Sir
14+00
I
GIVECITY
WA NCE
__--_--; __. EXISTING SEWER
CIG
CURB I: GUTTER STD,
STANDARD
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161
SURVEY MONUMENT
H PROPOSED G V A VALVE
EXISTING STORM M DRA N
STORM DRAIN MANHOLE TYPE *A`
,, EASTERN GATE VALID
.. EXISTING EDGE OF PAVEMENT
PER C.CB. STANDARD.
CATCH BASIN WITH 3.5' ENING
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Q EASEMENT LEGEND
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CONSTRUCT SEWER MANHOLE TYPE 'A°
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CONSTRUCT SEWER CLEANOUT PER
8"S U
_ _ v _ _
C.O.B. STANDARD DETAIL S-20,
TLTY:
2
W -WATER S -SEWER
_.
EXCHING SEWER MANHOLE
G -OAS DAIN
SH SET WHERE SECTION IS SHOWN
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
9+50
10+00 11+00 12+00 13+00
STA. 10+00.00 CL TO 13+50,00 C.L.
SCALE: 1" = 50' HORIZONTAL
1' = 5' VERTICAL
360
358
356
354
352
350
346
346
344
342
340
338
336
334
332
330
328
326
324
322
324
318
Sir
14+00
I
rsr5
360
356
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
9+50
CHETCO RIVER STREET
STA. 10+00.00 C.L, TO 14+67.74 C.L.
SCALE: 1" = 50' HORIZONTAL
1" = 5' VERTICAL
10+00 11+00 12+00 13+00 14+00
LNE TABLE
LINE 0
LSI....,
LENGTH
5552
B hRING
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2
S7t' 29 06"W
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INTERSECTION
332 332
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8 INTII2SECHON
328 328
STA. 10+00.00
326 326 J > >
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IT AX R 0
4 324
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15+00
15+50
s47ww
10+00
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STA. 14+67.74
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C.L
CENTERLINE M.H./MH
MANHOLE
IN FV.
ELEVATION SMH
F �
C.O.B.
CITY OF SAKERFIRA WMR
STORM DRAIN MANHOLE
T.O.M.
� 210,
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C.L
BERKSHIRE ROAD
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360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
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ABBREVIATIONS
CSI
C2
705.00` 38.42'
83.04`y 79.50'W96.15•
FLJF.L
FLOWUNE
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INCE OF -WAY
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M.H NN
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CITY OF BAKERFIELD
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ELEVATION
AH
FIRE HYDRANT
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DESIGN WATER SURFACE
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CJG
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3)
SURVEY MONUMENT
111
W PROPOSED A VALVE
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26'
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08.91'W
L15
L16
13.00
6618
PROPOSED FIRE HYDRANT
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25
EATON BASIN NTH 3.5' OPENING
L77
ASSEMBLY - SEE CWS PLAN
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UNLESS OTHERNSE NOTED.
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CONSTRUCT SEWER MANHOLE
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—.—a— CONSTRUCT SEWER PER C.O.B. STANDARD
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sm am SM EM IM PHASE UNE
g EASEMENT LEGEND
SECTION LETTER
2 SHEET WHERE SECTION IS MOWN
CONSTRUCTION NOTES:
CURVE 1ABLE
CURVE
RADIUS LENGTH
TANGENT
DELTA
CSI
C2
705.00` 38.42'
83.04`y 79.50'W96.15•
IORP
21131$34'
85°09'24'
C3
136.77' 22.55
11.30'^
9'26'48'
CO-
92,31' MOO
28.37'
1 34MO2Y
BACKFILL PER SOIL_-- "�fJ SUMP OVEREXCAVATION : 308:00'
ABSORPTION EVALUATION . ' - ...... ..... ...... .
QC1,117100'
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30' 15` 0' 30' 60'
ammm Em
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LINE
TABLE
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LENGTH
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Li
216,41
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MY
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12
2057
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2377
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5910'W
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4580
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15'
1372'*
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2.29.43
NO'
34'
06S4"E
L6
95.62
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27'
57A3'E
U
23.18
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08'
17.47'E
LB
2.66
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37'
47.92"E
L9
62.13
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13'
28.01
L70
1011
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50'
50.22'W
111
97.36
40'
23'
41.57"E
L12
84.02
N6'
37'
48.59'E
L13
L14
19.67
79.35
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SO'
15'
26'
13.72'W
08.91'W
L15
L16
13.00
6618
1489'
SO'
52'
25
25.99"W
11.39"W
L77
30.80
53'
25'
48.24"W
BACKFILL PER SOIL_-- "�fJ SUMP OVEREXCAVATION : 308:00'
ABSORPTION EVALUATION . ' - ...... ..... ...... .
QC1,117100'
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30' 15` 0' 30' 60'
ammm Em
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1+00 2+00 3+00
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
314
312
310
3+60
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352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
314
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354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
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320
318
316
314
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352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
314
0+50
1+00 2+00 3+00 4+00 5+00 6+00
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
314
7+00
LEGEND: LEGEND CON-.}_ CONSTRUCTION NOTES:
ARRREHARONS (V.I.F.) VERIFY IN FIELD r0 M
STUB & PLUG STORM HL/Fl. FLOWJNE R/W RIGHT-OF-WAY 351 TOP OF MANHOLE A-`-1 EXTEND WITH FUTURE DE
FL DEVELOPMENT.IMPROVEMENTS
TENTS TOy CONSTRUCTED IH PHASE
Rp�^ pp,� 9
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NEV. ELEVATION SON SEWER MANHA_E _ _ _ _ _ _ CENTERHIME
SURVEYS OF INV LOCARtN AND
C.O.B. CIN OF BANHOLEl.D SDMH STORMCATCH DRAIN MANHOLE C— CONSTRUCT STORM DRAIN PER C,0.6. STD, ELEVATION OF INVERT PRIOR TO
T.QM. TOP SIE MANHOLE CD CATCH BASIN - 6AG16}tL..
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INV. INVERT S/W SIDEWALK s CONSTRUCT SEVER PER 0.0.9. STANDARD ��--,;;��
EL/011VELEVATION Al FIRE HYDRANT _—.. ___.__..___._.,N...._...,,...._"....._ D WATER - SEE CBS PLAN V CONSTRUCT PIPE SADDLE PER
P/L PROPERTY LINE D.W.S. DESIGN WATER SURFACE QO.B. SID. D-9 AT LOCATIONS OF
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350
348
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344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
0+50
1+00 2+00 3+00 4+00
SCALE: 1" = 50' HORIZONTAL
1" = 5' VERTICAL
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
318
316
4+50
FUTURE STREET 'O°
SEE LEFT FOR CONNNUATION
1
I
360
358
356
3.54
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
0+50
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Im LAKE BRACCIANNO AVENUE
SEE SHEETS
h
N
Ws.
SCALE: 1" = 50'
50° 25' O' 50' 100'
Emom an
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
SCALE: I' = 50' HORIZONTAL
1" = 5' VERTICAL
LEGEND:
LEGEND CONT.:
CONSTRUCTION NOTLS:
FL/F.L
9MISISI60
OPERATE R/W
MGHT-OF-WAY
51 ftp OF MANHOLE
�
STUB & PLUG STORM
EXTEND WITH FUTURE DEAVELOPMENT.
g�,g
�e °'� '@, CONSTRUCTED
F— IMPROVEMENTS O `� D PHASE E 1
C.L.
CENTERLINE M,U/MH
MANHOLE
CONTRACTOR TO HAVE LICENSED
a 1,r
ELEV.
ELEVATION SMH
SEINER MANHOLE
CENTERLINE
SURVEYOR VERIFY LOCATION AND
C.0.8.
CITY OF BAKERFIELD STAN
STORM DRAIN MANHOLE
ELEVATION OF INVERT PRIOR TO
T.O.M.
TOP OF MANHOLE GO
CATCH BASIN
0-^—^^^^---- CONSTRUCT STORM DRAIN PER C.D.B. STD.
BACKFILL
T.O.C.
TOP OF CLEANOUT ON
GRADE BREAK
S CONSTRUCT SEWER PER C.O.B. STANDARD
INV.
INVERT S/W
SIDEWALK
EL/ELEV.
ELEVATION FH
FIRE HYDRANT
w PROPOSED WATER - SEE CWS PLAN
l./
CONSTRUCT PIPE SADDLE PER
PA
PROPERTY LINE D.W.S.
DESIGN WATER SURFACE
CALL STD. D-9 AT LOCATIONS OF
'NTH
E.F.
EDGE OF PAVEMENT XRW
EX. RIGHT-OF-WAY
TRACT BOUNDARY
CROSSING PIPES CLEARANCE
THAN 12'
EX./EXISE
EASRNG CWS
CITY WATER SERVICELESS
C/G
CURB & GUTTER SID.
STANDARD
- - — -.EXISTING SEWER
_..
a EXISTING WATER
WEZSURVEY
MONUMENT
IN PROPOSED KATE VALVE & VALVE
BOX _ SEE CWS PIAN
-- —___
_ _
—,._ —. EXISTING STORM DRAIN.
STORM DRAIN MANHOLE TYPE 'A'
h, EXISTING GATE VALVE
—_-.
„ .___. _. EXISTING EDGE OF PAVEMENT
PER C.O.B. STANDARD.
CATCH SIS 3.9' NO
PROPOSER FIRE HYDRANT
ASSEMBLY -SEE CWS PUN
PHASE LEVE
ANTHND DETAIL
PER C.O.S.D, STANDARD Df.TAIL 5-72,
y-, EXISTING FIRE HYDRANT
EASEMENT LEGEND
UNLESS OTHERWISE NOTED.
PROPOSED BLOWOFT
-SEE
$�
CONSTRUCT SEWER MANHOLE TYPE `A-
ASSEMBLY CAS PIANV'
""--�DT10N LETTER
PER C.Q.B. STANDARD DETAIL S-7.
/---PIPE SIZE
A
CONSTRUCT SEWER CLEANOUT PER
S—W-WAT:
C.O.B. STANDARD DETAIL S-20.
W -WATER S -SEWER
2
-,
EXEBDNO SEWER MANHOLE
G -GAS D -DRAIN
SHEET WHERE SECTION I5 SHOWN
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
324
322
320
10+00