HomeMy WebLinkAbout1.2-7302 Ph 1 & 2 Revision 2(1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT
INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF
UNDERGROUND UTILITIES, INCLUDING ALL NON—UTILITIES BEFORE YOU DIG,
OR
ANY UNDERGROUND
WIMP IIIIIIIIN'
■ •
FI�LLINM
■',
CONSTRU ON IS TO TAKE PLACE WITHIN 10' OF THE EXIs*nNG
TRANSMISSION LINE,
++ +
PE MULTIPLE UTEUTY
TRENCH SEWER MAIN
&, PL S E R
4'
I TYR 5' WATERLINE
a 7YP FINISHED STREET Q
m 3 GRADE
3 66" 36" TYP.
*
TO.T MAX. TYR /0
1% MIN, 1% MIN. \
ON DEEP SEWER, 'SLOPE LATERALS/ a rSET LATERAL. PROVIDING PROPER
TO LOT USE SO THAT THE END OF CLEARANCE UNDER WATERLINE AND
LATERAL IS WITHIN REQUIRED UTILITY TRENCHES
TOLERANCE.
DETAIL
TYPICAL SEWER LATERAL. INSTALLATION
FOR SHALLOW INSTALLATION OF ROM SHALLOW SEWER MAIN%
THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH,
THESE INISTALLADONS MUST RECFVE SPECIAL TREATMENT FOR LATERALS WHEN
CROSSING OVER THE WATERMAN.
+
CONTINUOUS20 SECNON OF CLASS 200 (DR 14 PER AWWA CROP) PLASDC
PIPE OR EQUIVALENT, CENTERED ON r
NOTE, CONTRACTOR TO VERIFY THAT WATER
MAIN AND SEWER LATERAL CROSSINGS
ARE IN CONFORMANCE WITH CALIFORNIA
HEALTH • REQUIREMENTS.
T 0 M, 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
s CONSTRUCT SEWER PER CITY STANDARDS
CONSTRUCT SEWER MANHOLE
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
0
TO 7' MAX.
LEGEND:
R.c.c. 3'9322
_
IS IS
ABBREVIATIONS
S7A�,rc� PADr �twa(1
pAr.
CL
CENTERLINE
SMH
SEWER MANHOLE
INV
INVERT
SCO
SEWER CLEANOUT
SD
STORM DRAIN
SDMH
STORM DRAIN MANHOLE
MH
MANHOLE
EXIST
EXISTING
CB
CATCH BASIN
ELEV
ELEVATION
JB
JUNCTION BOX
R/W
RIGHT OF WAY
SCP
STREET CONSTRUCTION PLAN
T 0 M, 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
s CONSTRUCT SEWER PER CITY STANDARDS
CONSTRUCT SEWER MANHOLE
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
0
TO 7' MAX.
VICINITY MAP
NO SCALE
CITY OF BAKERSFIELD
CALIFORNIAKERN COUNTY
SEWER AND STORM DRAIN PLANS
FOR
pyiM!lffill 111111
a
},P/.R42 A. I.1c1F{-i0$L4
STOOKDALE
R.c.c. 3'9322
_
IS IS
26
S7A�,rc� PADr �twa(1
pAr.
0
2 I� PROJECT SIT
MING //" AVENUE ....�
n�xl
�•� I
A
uoi
T7 z
2 m
to F
�an1ITE TAKE
w
14
3 m
IXiTHERN PACIFIC RAILROAD
VICINITY MAP
NO SCALE
CITY OF BAKERSFIELD
CALIFORNIAKERN COUNTY
SEWER AND STORM DRAIN PLANS
FOR
pyiM!lffill 111111
a
},P/.R42 A. I.1c1F{-i0$L4
{J ATS
R.c.c. 3'9322
S7A�,rc� PADr �twa(1
pAr.
CONSTRUCT STORM DRAIN PER CITY STANDARDS
CONSTRUCT STORM DRAIN
MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
CONSTRUCT CATCH BASIN
TYPE "A" PER C.O.B. STD. D-14.
CENTERLINE MONUMENT
EXISTING SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING SEWER MANHOLE
EXISTING SEWER CLEANOUT
EXISTING DRAIN MANHOLE
PROJECT MAP
SCALE: 1"=200'
SHEET NO. INDEX
NOTE.
UNITS 1 & 2 TO BE CONSTRUCTED SIMULTANEOUSLY
"NOTICE OF COMPLETION. WILL NOT BE ISSUED
UNTIL THE SEWER ON HIGHGATE GREENS DRIVE IS
CONNECTED TO AN EXISTING SEWER LINE. .(SEWER
MUST BE A LIVE SEWER: LINE).
%LA%M e ic.4 NC ggcE
Q.{,E. 55roz
Jxr4 Suck -v -e DATE
0
NOTF. S : 1) ALL CATCH -BASINS ARE TO BE TYPE "A"
WITH 3.5 OPENINGS PER C.0.8. STD. D-14
UNLESS OTHERWISE NOTED,
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED,
SEC110N DESIGNATION:
SECTION LETTER
3i)
SHEET IIHERE SECTION IS SHOWN
WINE
INNOW10,1110iii =-
TRACT 7302
UNIT 1 & 2
NOTE- 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, ! #.........
INSPECTION DEPARTMENT
24 HOURS i # • 049
NO CITY INSPECTIONSFOR THE
WORK IN THIS AREA UNTIL A STREET PERMIT
APPROPRIATEWITH 1 INSURANCE
HAS BEEN OBTAINED.
2. ALL FACILITIES CONSTRUCTED PER PLANS
ARE TO BE PRIVATELY MAINTAINED.
SUPPLIED3. ALL MATERIALS FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS & STANDARD
SET FORTH OF
BEEN MET.
•
v ?-1 "a-7
BY: ROGER A. MCINTOSH R.C.E. 33322 DATE
EXP. 6-30-18
,.aim, •m.
OWNlffliv
• - , ■ ..
A
II
N
APPROVED BY:NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE
R.C.E. NO.61069 EXP. 12-31-18
REVIEWED BY:""""'-
ASSISTANT PUBLIC WORKS DIRECTOR
TTTPUU��
4 1 f
BENCHMARK USED:
STORM -D- P O
" T (�� t TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE
J 6L STOR DRA „LANEJZI L INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING
24 S M AIN LI 914 THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E.,
STO DRAIN MANHOLES EA
C CH BASINS 4 ELEV = 367.96' (NAND 88 DATUM)
UTLET STRUCTURE 1 E
vte (�
R, E¢io 5NCEY IA OQ 2--1iE 4.
S; U'N TT -f -EACH c.
INDEX OF SHEM
SHEET TITLE -
1 1. COVER SHEET
2. NOTES
3. HIGHGATE GREENS DRIVE
Mg. #�,�+ CAMERTON WAY.
E. 9. FARINGFORD LANE o
6. STONETHWAITE LANE AND
Know what's below.
Call before you dig.
SEWER
SEWER IMPROVEMENTS
UNIT
.1
UNIT 2
TOTAL
—
6" SEWER LINE
100
LF
223
LF
323
LF
8" SEWER LINE
806
LF
1912
LF
2718
LF
4" LATERALS
897
LF
853
LF
1750
LF
STANDARD MANHOLE
3
EA
8
E
11
EA
CLEANOUTS
IEA
2
EA
3
EA
STORM DRAIN IMPROVEMENTS
UNIT 1
UNIT 2
TOTAL
18". STORM DRAIN LINE
—
621
LF
621
LF
24" STORM DRAIN LINE
641 LF
273
LF
914
LF
STORM DRAIN MANHOLES
2 EA
5
EA
7
EA
CATCH BASINS
1 EA
3
EA
4
EA
OUTLET STRUCTURE
—
1
EA
1
EA
LEGEND:
SCP STREET CONSTRUCTION PLAN
SEWER MANHOLE
SEWER CLEANOUT
STORM DRAIN MANHOLE
EXISTING
ELEVATION
RIGHT OF WAY
T.O.M•363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
s CONSTRUCT SEWER PER CITY STANDARDS
® CONSTRUCT. SEWER MANHOLE
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
® CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
13
LLI
\ TRAL6i 7299
10
9
8
i
q� 7
rA
s �\
15 �C�s
NIT16� ,.
U
---
17 /C4R
TRACT 7300
-- 18
E --
`� 19
t r'
EX. TRACT 7256
------------------
--- - - --
_—PEMBERLEY PASSAGE AVENUE (PR
1
5 i 4
I 18 ;
l 19 20 I 21 122 I 23 I 24
Q c I IO IJIff
6 113 112 111 110
o - ±
s �
7�
20
14
UNIT
13
` � 3
5 i
i
Im
-
ABBREVIATIONS
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A"
CL
CENTERLINE
SMH
INV
INVERT
SCO
SD
STORM DRAIN
SDMH
MH
MANHOLE
EXIST
CB
CATCH BASIN
ELEV
JB
JUNCTION BOX
R/W
SCP STREET CONSTRUCTION PLAN
SEWER MANHOLE
SEWER CLEANOUT
STORM DRAIN MANHOLE
EXISTING
ELEVATION
RIGHT OF WAY
T.O.M•363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
s CONSTRUCT SEWER PER CITY STANDARDS
® CONSTRUCT. SEWER MANHOLE
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
® CONSTRUCT SEWER CLEANOUT
PER C.O.B. STD. SW -6.
13
LLI
\ TRAL6i 7299
10
9
8
i
q� 7
rA
s �\
15 �C�s
NIT16� ,.
U
---
17 /C4R
TRACT 7300
-- 18
E --
`� 19
t r'
EX. TRACT 7256
------------------
--- - - --
_—PEMBERLEY PASSAGE AVENUE (PR
1
5 i 4
I 18 ;
l 19 20 I 21 122 I 23 I 24
Q c I IO IJIff
6 113 112 111 110
o - ±
s �
7�
20
14
UNIT
13
` � 3
5 i
i
Im
-
CONSTRUCT STORM DRAIN PER CITY STANDARDS
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE "A"
/`//9/�U�
1 m /j
--- o
WITH 3.5' OPENINGS PER C.O.B. STD. D-14
BLAINE NEPTUNE
DATE
®
CONSTRUCT STORM DRAIN
"A"
UNLESS OTHERWISE NOTED,
5102
MANHOLE TYPE PER C.O.B. STD. SW -4 & SW -5.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
CONSTRUCT CATCH BASIN
UNLESS OTHERWISE NOTED.
LR,C,E,
�f f1I19
TYPE "A" PER C.O.B. STD. D-14,
SECTION DESIGNATION:
6185
6185
onrE
OO
CENTERLINE MONUMENT
SECTION LETTER
A
�------
-- -
- EXISTING SEWER LINE
-
2
,
o
-- EXISTING STORM DRAIN LINE
SHEET WHERE sEcnoN Is sxowl7
...
EXISTING SEWER MANHOLE
._.
EXISTING SEWER CLEANOUT
Know Whars below.
..
EXISTING DRAIN MANHOLE
Call before you dig.
I
o�
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 UPUTIES 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 AUGNME14T REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR
SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE
CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR.
CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT
THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING ANY DISCREPANCIES SHALL BE
REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE.
UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR
TO TRENCHING. CROSSING UTILITIES SHALL BE DAYUGHTED AND CHECKED FOR GRADE,
BY CONTRACTOR PRIOR TO TRENCHING.
ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.)
THAT ARE REMOVED, DAMAGED, UNDERCUT, OR DO NOT MEET CURRENT STANDARDS
SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER.
ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE
REPLACED IN ACCORDANCE NTH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6.
EXCEPT AS NOTED ON PLANS.
STAMP AN 'S" INTO THE CURB FACE OVER EACH SEWER LATERAL
AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC
WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-
OF-WAY. UNLESS SECURED BY AN IMPROVENT AGREEMENT, APPROVED INSURANCE AND
SECURITY BASED ON AN APPROVED ENGNEER'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
MATERIA] S - THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY
CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL BE INSTALLED IN
CONFORMANCE WITH THE PROVISIONS OF SECTION 71 OF THE STANDARD SPECIFICATIONS
OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION
AND THE CURRENT ASTMSPECIFICATIONS C-12
JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END
NTH 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 "MAINUNC
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 UNE ON NEW PIPEUNES; 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 ATH
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 NTH 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 ATH
THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I, 11. AND III EMBEDMENT
MATERIALS ALL BE CONSIDERED SUITABLE
6. REINFORCED CONCRETE PIPE WITH PVC LINING.
REINFORCED CONCRETE PIPE WITH PVC UNING SHALL MEET THE FOLLOWING
REQUIREMENTS:
1A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE ETHER CLASS IV
OR CUSS V ATH 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 ATI 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 UNER 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 ATH ALL APPLICABLE SPECIFICATIONS, INSTRUCTIONS AND
RECOMMENDATIONS OF THE LINING MANUFACTURER LINER SHALL MEET THE FOLLOWING
REQUIREMENTS
TEL PHYSICAL PROPERTIES OF UNER. ALL PLASTIC UNER PLATE SHEETS, WELDING
STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES
WHEN TESTED AT 77T 35 (25'0 t3 ).
PROPERTY INITI (PAR. 1.C)
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 -SEG 5D-60 U:5
(WITH RESPECT TO INITIAL TEST RESULT) 10 -SEC. 35-50 t5
WEIGHT CHANGE 71.5
TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE NTH ASTM
D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL BE 1 -INCH (25 -MM) BY
3 -INCH (75 -MM) SAMPLES SPECIMENS FOR TESTING OF INITIAL PHYSICAL
PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY
TIME PRIOR TO FINAL ACCEPTANCE OF THE WORK.
LINER PLATE LOCKING EXTENSIONS EMBEDDED IN CONCRETE SHALL WITHSTAND A
TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED
PERPENDICULARLY TO THE CONCRETE SURFACE FOR A 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' - 2T C) INCLUSIVE
ALL PLASTIC LINER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT,
CORNER AND WELDING STRIPS SHALL BE FREE OF (RACKS 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 UNING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL
HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) SETTIUNG
CRACKS, WHICH MAY OCCUR IN THE PIPE OR IN THE JOINT AFTER INSTALLATIONS,
WITHOUT DAMAGE TO THE LINING
I.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 35
(25' C i3 ).
AT 28 -DAY INTERVALS, TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS
SHALL BE REMOVED FROM EACH OF THE CHEMICAL SOLUTIONS AND TESTED IN
ACCORDANCE NTH 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 ALL BE SUBJECT TO REJECTION.
CHEMICAL SOLUTION
SULFURIC ACID
CONCENTRATION
20%**
SODIUM HYDROXIDE
5%
AMMONIUM HYDROXIDE
59L**
NITRIC ACID
19p*
FERRIC CHLORIDE 1%
1%
SOAP
0.1%
DETERGENT
0.1%
(LINEAR ALKYL BENZYL SULFONATE OR LAS
BACTERIOLOGICAL
ODD 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.
I.D. DETAILS AND DIMENSIONS OF LINER SHEETS LINER SHEETS SHALL BE A
MINIMUM OF 0.065 INCHMM 1.65 IN THICKNESS LOCKING EXTENSIONS OF THE
( )
SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED NTIi 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 WITH 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 WITH THE LOCKING EXTENSIONS RUNNING PARALLEL
WITH 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 LINING 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 LINING 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 AREAS IN
THE UNING SHALL BE PATCHED. PATCHES MADE ENTIRELY TWTH 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 APPUED
TO THE UNING.
THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO
INSTALLED UNING FROM EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE
WORK.
1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE LINING
SHALL BE SEF 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 41NCHES
(100 MM) BEYOND THE OPPOSITE END DEPENDING UPON THE TYPE OF LINING JOINT
TO BE MADE WITH THE ADJOINING CONCRETE PIPE.
WHEREVER CONCRETE PIPE OR CAST -IN -PUCE STRUCTURES PROTECTED WITH UNING,
JOIN STRUCTURES NOT SO UNED (SUCH. AS BRICK STRUCTURES, CONCRETE PIPE OR
CAST -IN -PUCE STRUCTURES WITH CLAY UNING 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 TUE 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 TUE LINING NO INTERIOR HOOKS OR SLINGS SHALL BE USED
IN LIFTING PIPE. ALL HANDLING OPERATION SHALL BE DONE WITH AN EXTERIOR SUNG OR
ATH A SUITABLE FORK UFT.
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 UNING ALL 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 ATH
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 CE DRY BEFORE LINING JOINTS ARE MADE
ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING
SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM LEAN AND DRY.
FIELD JOINTS IN THE UNING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING
DESCRIBED TYPES:
TYPE P-1: THE JOINT SHALL BE MADE ATH 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 ATH A 1 -INCH (25 -MM) ALD 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 ATH A JOINT FLAP ATH LOCKING
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 WELDING 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 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 ATH 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 BUD OF MOLTEN MATERIAL TO BE VISIBLE ALONG BOTH EDGES AND IN FRONT
OF THE WELD STRIP.
THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE UNER 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.
WREN 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 REUEF OF
POTENTIAL FUTURE GROUNDWATER BUILD-UP.
I.H. APPUCATION TO CAST -IN-PLACE CONCRETE STRUCTURES - SPECIAL
REQUIREMENTS. LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO
THE INNER FORMS SHEETS SHALL BE OUT 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 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 UNUNED CONCRETE. AT EACH
RETURN, THE RETURNED UNER SHALL BE SEALED TO THE ITEM IN CONTACT NTH THE
PLASTIC -LINED CONCRETE IF THE LINER CANNOT BE SEALED WITH ADHESIVE BECAUSE
OF THE JOINT AT THE RETURN BEING TOO ADE OR ROUGH OR BECAUSE OF SAFETY
REGULATIONS, THE JOINT SPACE SHALL BE DENSELY CAULKED NTH 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 DAMAGED SURFACES. AFTER THE PIPE IS
INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS SHALL
BE TESTED PATH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOLIDAY DETECTOR
(TINKER & RASOR MODEL NO. AP -W WITH 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 HOLES, OR REPAIRS 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
ALL 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 ALL BE APPUED 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 ALL BE MAINTAINED IF A WELD FAILURE DEVELOPS UNTIL NO
FURTHER SEPARATION OCCURS DETECTIVE WEIRS ALL BE RETESTED AFTER REPAIRS HAVE
BEEN MADE TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER
IN
AFTER THE WELDING STRIP HAS PASSED INSPECTION. INSPECTION SHALL HE 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
SHOVING DIMENSIONAL, MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR REVIEW.
PIPE TRENCH CLASSIFICATION. RCP CUSS IV SHALL BE INSTALLED PER ASTM
TRENCH DESIGNATION 'C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH
DESONARON "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 477.
2. TESTING MANUFACTURING TESTING METHODS SHALL CONFORM TO ASTM
F-679 (T -WALL). CERTIFICATES OF COMPUANCE 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
WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS
LONG AS 114E PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE
WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL
DIAMETER ALL BE CALCULATED USING THE FOLLOWING FORMULA:
MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.)
WHERE 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 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 PIPE THAT FAILS THE MANDREL TEST SHALL BE
EXCAVATED. RE -BACKFILLED, RECOMPACTED AND RETESTED UNTIL THE MANDREL TEST
CAN BE PASSED. RE -ROUNDING ALL 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 ZONE
SHALL BE AS SHOWN ON THE PUNS
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.
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 ATH THE DETAILED SECTIONS
PROVIDED IN THE PLANS SELECTION OF TRENCH TYPES ALL BE AS REQUIRED BY THE
TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT
INSTALLATIONS SHALL MEET CITY STANDARD S-39.
TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS
& 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, JUSTIFYING
THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY ATH 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
BACKFIWNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE
BACKFILL AT ALL TIMES.
SECTION 6422 OF THE CAUFORNIA 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 CONSTRUCTON 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 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 UTILITY 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 OF 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 COVER OVER THE PIPE BEFORE COMPACTION
ABOVE THE PIPE ZONE ALL 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 SPRINGUNE. FIRM BEDDING MEANS THAT
THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE
SPECIFICATIONS
BELL OR COUPUNG HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO
THAT NO PART OF THE LOAD IS SUPPORTED BY THE BEES OR COUPLINGS. DURING
BEDDING AND BACKFIWNG CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS
AND COUPLINGS SHALL BE AVOIDED.
iL6
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.-SUCING OR HAND TAMPING SHALL BE DONE BFFORE 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 WD
AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE
PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH
SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL
BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND
MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO
COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION
OF 1HE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WALL NOT BE
PERMITTED.
SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE
BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE
OPTION OF THE CONTRACTOR SELECT IMPORTED MATERIALS MAY BE USED. NATIVE
MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING.
USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER.
WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL
MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE
DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING
BEFORE SUCCEEDING LAYERS ARE PLACED.
COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF
FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR
ROVING 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 (90x) 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
PUBUC 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 ALL BE THE SUBDIVIDERS RESPONSIBIUTY. THE NUMBER AND
LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER.
SEWER PIPE SHALL CONFORM TO THE PLANS, AND THESE SPECIAL PROVISIONS. THE
PRICE PER LINEAL FOOT SHALL INCLUDE BUT NOT BE UMITED 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
APPUANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, 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 ALL 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 ATH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN
SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT ATH 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 WD 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 SZE 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, ATH SMOOTH EDGES AND FACES
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
ADDITIONAL COMPENSATION ALL 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 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 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 UNES SHALL BE FLUSHED AND MANDRELLED TO
REMOVE ANY DIRT OR FOREIGN MATERIALS W141CH 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 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 NTH
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 NTH VIDEO
DESIGNED FOR THIS PURPOSE THE TELEVISION CAMERA SHALL HAVE THE CAPABI
360. IN ORDER TO NEW AND RECORD THE TOP AND SIDES OF THE PIPE AS REO
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 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-LINE TYPE AND SHALL BE USED FOR ALL
LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE
HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN.
ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PUNS, EXTENDING A MINIMUM
OF 4' BEYOND THE PROPERTY LINE OR RIGHT-OF-WAY LINE NTH 30' OF COVER AT FLOW UNE.
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE OR RIGHT-OF-
WAY LINE AS SHOWN IN THE 'SEWER LATERAL MARKER" DETAIL CO.B. SID. DET. SW -1.
LATERALS SHALL BE A MINIMUM OF 5.0' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY LINE OR
RIGHT-OF-WAY LINE AND A MINIMUM OF 2.5' DEEP AT FLOWUNE.
13. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED.
14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH 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 CLEANDUTS 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 UTIUZE 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 65-1.06B, 'RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS
HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE
CAREFULLY HANDLED AT ALL TIMES ONLY SUITABLE AND PROPER EQUIPMENT AND
APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDUNG
AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED
RESILIENT JOINTS ON PIPE AND FITTINGS WALL NOT BE DAMAGED. ANY PIPE OR FITTING
WITH A JOINT DAMAGED OR FLATTENED ALL CAUSE THAT PIPE OR FITTING TO BE
REJECTED.
PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS
DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE
TO 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 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 SP CLOSED.
WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT
PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN
SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF
THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS
THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM
BEING FLUSHED INTO AN EXISTING STORM DRAIN UNE.
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.
16. BORED/JACKED PIPE
CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE
INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE
TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH
SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE
CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE
BETWEEN THE CASING AND THE PIPE SHALL BE SEALED ATH GROUT. THE STRENGTH
OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL
LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS
SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF
BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING
BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER,
CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE
PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL
ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON
THE PLANS.
UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE
PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION
SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING
SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS
APPROVAL
IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL
TIMES SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR
UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF
WORKERS OR THE STABILITY OF THE SOL AND ROADWAY ABOVE, THE CONTRACTOR
SHALLFURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE ATH
SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE
THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER ATH A
DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW. AND APPROVAL
ANY AND ALL EXPENSES THEREFORE ALL BE CONSIDERED AS INCLUDED IN THE BID
PRICE AND NO ADDITIONAL COMPENSATION ALL BE MADE THEREFORE.
17
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 SET
PLUMB.
1& 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 THE PLANS, IN
ACCORDANCE WITH 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 ALL BE SET BY OTHERS. THE OWNER ALL 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.
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NOT BE ISSUED UNTIL THIS s -- IN54'7205'W 1
SEWER IS CONNECTED TO AN `-.�, ffy. S - _ 8' R 2&045 I 8` SEWfR
_-_-_.-.._S... _ - _
EXISPNG SEWER {SEWER MUST -_-- _./..� _..---- x -S'---- g = - - - - 8
a' R - I
8f A UW SEWER LIN ��, $ . 3 S 542 W 22629 - _._ - FUTURE " SEWER. _..
E' O 1 N5645'25'W 259 07 z 58i 5--° - e- Y R
EX. 34" PG&E HIGH PRESSURE GAS ®„ r-_.- _ -.-._ _ 17+40.- `-� "I 18+40 'I�IX. 3y= O&E.NIGH ,PRESSURE AS 19+00 N56'45'43'W 47522' 20+00 - 21+00 til 22100 56'4526 W 160.00' `}9 23+00 _ ..24+00 'T'EX 3d' PG&E NIGH PRESSURE GAS 25+40 ._ -
_s�---k _s_._ r• --_- °; __. �--i- F -s- -e- -I-'- s --I-s -s - -� �.f _.._� I ._.._.�...`. __o._._{_.. -� .-�.._. _a..._...._._ __._s_ r'• _ j e_._ _..y -_}s- �_-.�.__�.�_—�._-_f_-
~•""ti `-.-- . 4 _ I *EX. 34' P�4 HIGH PRESSURE GxS
n
e" SEWER 10 IL CONSIRUCTEO N5645`26'W 250.04° N56"45'26`W 221.15' --__.®- -..-,---_ 8' SEWER
MORE 8' NEYhR
_ _ _ _ _ _ - - r-9" S -
'NTH TRACT J300 - UNIT 2 N56'4S'28'W t 8 SEWf --...-,160.56• ____ - _.._._.__ _...._ z-57'25b0'4Y A
_y. _____ ___ _L-` __ U. 8"SH�_®_S g 5__RE 18'DRAIN z f rj
.' r A � � � n .� k e ' 18 DRAIN SEE SHEET I�_ -- u FilNRE 18 DRAIN °^
= A -A m a n pTN ° - 2 o I W
m m Y _ ____�....__ _ _________-�._ 4 S A
FE:.-vor..., 1 I -'. 1 mrw "'. 11 /., P...¢ti ,W rJ c3
Nv A —• 1. ...._. ,,... j{g^2' IS o n
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jIW f v� - 11 t o� c+- I P I w I a`a�"� m I '}((`` w°Io" 4 I I- d s� ;GI°I® III O tW�i I a
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w a�"mN f Nn t+`+' z•J� I -_. I., p�� A II N Y A
x pp a fp *Ni' 1 `++ VI UY {f 4R !€ aos o+ °^ wci.n II- jjj[[E ra -�Mm !n 'Y
IU I �an�a'°C- I I €3r y z®�-' I j An I N1c3 cu I -. ! w ( p L I` .
1 pwwp 15 1 17 1 1 z�Gf
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cn rn Nn 3 I ¢hh I z w ' .[¢ I--_ w
I UjSr htn ml1 i w I
CAMERTQN WAY SCALE: 1" = 40'
CAUTION: CONTRACTOR TO KEEP HIGHGATE GREENS DRIVE SEE SHEET 4 CURVE TABLE 40' 20' d 40' so'
7' HORIZONTAL CLEARANCE FROM (PRIVATE STREET) EN N �r
EXISTING 34" HIGH PRESSURE PG&E ( } CURVE RADIUS ENO H TANGENT DETTa M
STA. 15+7},39 C.L. TO 23+39.01 G.L. M
GAS LINE E'XCFPI AT CROSSING. SCALE: i" = 4C' HORIZONTAL c1 3GD.au' 132.82° 67.51' z5°zP57' A, d
SCALE: i" = 4' VERTICAL
LEGEND:
_._. -:. -_ -. - T - -- ----- -- -- __- - -- -- - -- ------ 366 ABBREVIATIONS
. - _ - 1 ---- - CL CENTERLINE SMH SEWER MANHOLE ' o
-- INSTALL 280. LF OF 8' PVC SEWER 0 -0,252 NSTALL 25907 LF OF 8 PVC_i_._ _ INV INVERT SCO SEWER CLEANOUT
364 -.- -_- _... { --. __- _.-- ---- '-.----- _____-__....... 364 SDMH STORM DRAIN MANHOLE ----
� SEWER a§ 4.25% *INSTALL z26.zs tF 4F &' P'✓c SEWER � -0.251 _ M6 MANHOLE
-.-...._ .._....
a -- w EXIST EXISTING
362 � v. -z- - ---. _. - __-w � z ar 3 i __ 1 _. _z m 62 CB CATCH BASIN ELEV ELEVATION 9 o
_ 1 'tea -- - -. _ 3 JB JUNCTION Box RfW RIGHT OF WAY
rwn . .-. - - .. - z m m _. 00 SCP STREET CONSTRUCTION PLAN
360 - - " o
o___ J z� -Jzzr o 360
cri -'------.---. w �w - T.O,M FOP OF MANHOLE/TOP OF CLEANOUT ELEVATION j w
358 + 358 j
-_ ww us ww mmr'i.,w w
mFy J s CONSTRUCT SEWER PER CITY STANDARDS
356 ® -_ w w R 356 I
E+
N N
`-- -- -_ - J -_ -- --- -I -. CONSTRUCT SEWER MANHOLE o`i
TYPE A PER CA.B. STD. SW -4 A -5. -
S0.
354 �__— r - 54 our
-_ _ ° CONSTRUCT SEWER CLEAN
_ i
APPROXIMATE EXISIING.� PER G.0.6, STD. SW -6.
352 wAOE RCENTERUNEf_ __ - -- _ '' --- -__. I - -. APPROXIMATEFINISHED--. --_- I --;-.. 1352
® ( - GRADE W GENTERLINE -- --- ---- - -'�-----' o- -------- CONSTRUCT STORM DRAIN PER CITY STANDARDS
350 `--- ----.. _ --- r---- .__ -.. -.---. __..__.... __ ___.._ ..__.-_._-... 1--_-- T ---- ---- ---- 350 CONSTRUCT STORM DRAIN
NIRED OF COMPLEHON WILL r 0 m
® �E I5511m UN'OL THIS - -- _- MANHOLE TYPE "A" PER C,O.B: STD. SW -4 & SW 5
sm is CONNECTED TO AN
y� 2 4
348 ,I II _. - INVERT 8' WATER I. 348 CONSTRUCT CATCH BASIN
13E A uvE SEWER LINE)
-. TYPE "A" PER C.O.B. STD. D-14.
-.. - L-••-.® - INVERT 8' SEWER-®.-_ --°-^ - m INSERT 8" SENOR in n
1 INVERTS' SEV Eft 1 --
346 - �-_' _ --._ �-1_-..---"-_ "". -- - _-_ I __ --_ _- 1 --- --- --- -_ ' _- .._ 346 � CENTERLINE MONUMENT
.--- - FUTURE 8' SEWER _._.
,,��,,..,,�� EXISTING SEWER LINE
(
TRACT CT CONSTRUCTED NTH -- -.._. ---_ 1 ---_ _.. -... I _ INVERT 16' DRAIN - N `: n 344 - EXISTING STORM DRAIN LINE -..-..
344 )
(TO BE CONS
INVERT e" BE p -- -__- __-__—_ ___—__ __ 1'_-__-_ 1
INVE
$9 - UNIT 2
342 _.-.. -_.- __.. _.._ .. _._-_ -__---I�-_ --- —`------- w `-_ --U 342 EXISTING SEWER MANHOLE <
15+00 16+00 1/+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00ExlsTiNG NEWER CLEANOUT _A
-- -""
366 _ - - 366 EXISTING DRAIN MANHOLE °_ w
)IC
INSTALL ROTOR LE OF 8 PVC SEWER W--O?52i- --_--- _-- _.-. _-.__. -_ .INSTALL 25000 IF OF Al PVC SEWER 0 -0.25% .._-. _.. _ _-_._._.. .__..L. INSTA,,_221.15 LP OF 6' PVC SCREW 0 -0-25% .._. ..._ _.INSTALL 105.01 -LF OF 8 PVC SEWER 0.25%.- __I NOTES : 1 ALL. CATCH BASINS ARE TO DE TYPE "A" I m �
364 m pxw 364 } NTH 3.5' OPENINGS PER C.O.B. STD. D-14
P i to UNLESS OTHERWISE NOTED. �. j
362 r `— s - _ I� aw _... - _.. --_- --. _.-. 1 - __. __R o mmm .-_. L_ -_- a ,.zcwn 362 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
a_w 7j! '?Z0N
. _ _ _ _�Iw m m _.. _-. _. e a -z. _,' :z -z z ro UNLESS OTHERWISE NOTED. <
DID��
36{71 re -_-._. -�iu 'z'z --. _ _ .-! _.. _ __. _,.z� 360 SECTION DESIGNATION: w j
u n ® _-_ z N 1 > v N -� SECTOR LETTER ®.
w.- ® �Q resin uiw w�a __ "+w A
__-._ w a _
z --. -... 1 - - z _-.. -_ -__. __+`$ -__ 3aly->'' -mya 358 `� e
�sa ■ mm w -}� ur iuuw -V�iN ww ®®m®®� W
n m _. - _-__ - - w _. N.. .
358 +
+ -
w w.. -_. - — _ _ — a w w t-. 356 SHEET WHERE SECTION IS SHOWN 2 d
a.
9 » ww a¢ww
356 w 1
5y - _ ® - -- U - --- CONSTRUCTION NOTES cn CIA
x
.354 --� _, — ._-- -- ---.— _.. -- — -..— T, q' ____ .__ -_ 354 (j REMOVE TEMP. CLEANOUT AND CONNECT TO w
A•
CON
TOR
1 ---_..- — —.-. - -... '— FOISTING SEWER. VERT ACEXI TIN SEWS
' 1 ' r LOCATION AND INVERT OF EXISTING SEWER �+
3EI
52 ---.-• -__ - _-._---_-AIrPkOMMAtERNFSRED�--____ _--- -_-- -.-I ,_ __ 352 PRIOR 1-0 CONSTRUCTION AND NOTIFY ]HE .
NG I ENGINEER OF ANY DISCREPANCIES. N
® GRADE 6 CEhTRJNE
GO UN
GRADE CFNPFT2� ___.. NOTICE OF-COIAPLETIINV-Li —_-- - +_-_ --__. ..__..... -. -- ,
350 tJNF _ l _. I _. _._ I _ _. _ 350 CONSTRUCT PIPE SADDLE PER C.O.B. STD. D 9
APPROXIMATE Exis _.._Is NEWER IS CONNECTED LIN nL To AN ( 2 4�-.F AT LOCATIONS OF CROSSING PIPES WITH cM LL
1 CLEARANCE LESS THAN 12".
348 - - ---- - -- - _. c2�/ INVERT 0' WATER '', - - ',I 348 .. '.
EXISTING S AVER -MUST .-_ --.-
SEVER _ _ "-- - - 1 _ Q C OR
® -- _ _ -�... •„_ __- { CONNECT TO EXISTING STORM DRAIN. CONTRACT
NOT BE ISSUED 1iNnLTHI 11 µ- - —®- ®- I I I 1 �,. 10 VERIFY LOCATION AND INVERT OF EXISTING
-.W. r r �._...__._.
346 : - ` �._...m - - - -- Nvm s sYm - _ -- --- - - - - 346 STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY
WER
INVERT 8 Ss 1J
INVERT M SEWER' FUTURE 6• .R THE ENGINEER OF ANY DISCREPANCIES.
--- VERT 8” SfWER1 1
344 - 344
CONSTRUCT WATER LINE PER SECTION 4.8. s OF C.o.B. Know what's Ica
( - —cr
INVEST PC SEWER 1 IN+rRi16'DRAlsaf N :� WATER STANDARDS AND SPECIFICATIONS FOR DOMESTIC
342 7RACONSTRI 73031 C UNIT WITH -_-. __. �!._ -.. - .-__ --- -- - '-- `--- -. _ 1 � 342 'NATER SYSTEMS. before you ITB j w
15+00 16+00 17+00 18+00 - - - 19+00 20+00 - 21+00 22+00 23+00- - - - T
BE CONSTRUCTED WITH i 11
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CITY RECORDS NO:
CAMERTQN WAY j
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362
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
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SEE SHEET 3
N
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zo
� w
64-4
24'71
Im M1c>�„ci
I.0 3p wWw
a Wim* 8++
W -
z a baa
RfWl
EXISTING PRIVATE t
RETENTION BASIN
REFER TO TRACT 7257 PLANS J
r
I
f t
� t
24' DRAIN {L9) ---
-m
18' DR
16+00"�'
_.1-
N ''
1
{
p
14+00 N3314°34E 358.66' _
_ E 8DRAIN 30&98'
N33 Y 4" 1'
18' DRAIN
(m1
RjW
0
SEWER MANHOLE
INV
INVERT SCO
SEWER CLEANOUT
—'1-.---""
—
STORM DRAIN MANHOLE
MH
. �
EXISTING
CB
CATCH BASIN Et_EV
eWATER
JB
JUNCTION BOX R f W
RIGHT OF WAY
SCP
r1
------
CAU. 811 PRIOR TO
---—
i
s
Icn
PER CITY STANDARDS
I 1
n CONSTRUCTION
MANHOLE
- 344
r�
INVERT 18" DRAIN
CONSTRUCT SEWER
CLEANOUT
�C
a NEAR 34' BOB
PER C.O.B. STD. SW -6.
342
a�
T24WRN
' c�a
2
-340
zw PRESSURE GOAL
m !
I
338
4
338
G� GAS USE
V.
,
cr�
s
I z
> > >
�A1 SECTION
z
¢ z z z
z
HORIZ,
VERT.
FEd
CITY RECORDS NO:
I
Illx�
H
0
z
pr
w
p
a
�
VF '%JJJ
1
6
H
u> ww
47
R -
w
OF 24"1J—RCP
W U.38$INEL8295
2
10+00
zw
% I
LEGEND;
ABBREVIATIONS
f
py
4 /
P
SEWER MANHOLE
INV
I
0
��5 l
Sad B.C.
STA. 16+78.51 C.L
0 R
6155.
/! k 4
1
e;1•
9+50
10+00
11+ 0
CONSTRUCT STORM DRAIN
"A"
LEGEND;
ABBREVIATIONS
MANHOLE TYPE PER C.O.B, STD. SW -4 & SW -5.
CL
CENTERLINE DMH
SEWER MANHOLE
INV
INVERT SCO
SEWER CLEANOUT
SD
STORM DRAIN SDMH
STORM DRAIN MANHOLE
MH
MANHOLE EXIST
EXISTING
CB
CATCH BASIN Et_EV
ELEVATION
JB
JUNCTION BOX R f W
RIGHT OF WAY
SCP
STREET CONSTRUCTION PLAN
Ir
T363. TOP OF MANHOLE/TOP
OF CLEANOUT ELEVATION
s
CONSTRUCT SEWER
PER CITY STANDARDS
346
CONSTRUCT SEWER
"A"
MANHOLE
- 344
TYPE PER C.O.B. STD. SW -4 AND SW -5.
INVERT 18" DRAIN
CONSTRUCT SEWER
CLEANOUT
PER C.O.B. STD. SW -6.
-------p
CONSTRUCT STORM DRAIN PER CITY STANDARDS
ETD
CONSTRUCT STORM DRAIN
"A"
��
MANHOLE TYPE PER C.O.B, STD. SW -4 & SW -5.
11
CONSTRUCT CATCH BASIN
TYPE "A" PER C.A.B. STD. D-14.
C*�
CENTERLINE MONUMENT
-- -
-- EXISTING SEWER LINE
- -
-- EXISTING STORM DRAIN LINE
N F�1r
EXISTING SEWER MANHOLE
350
EXISTING SEWER CLEANOUT
-
EXISTING DRAIN MANHOLE
I A-
F.
rt
BIY SCHROFTEF .,AT.E
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A"
WITH 3.5' OPENINGS PER C.O.B- STD. D-14
UNLESS OTHERWISE NOTED,
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED,
SECTIONDESIGNATION:
SECTION LETTER
2
SHEET WHERE SECTION IS SHOWN
CONSTRUCTION NOTES
REMOVE TEMP. CLEANOUT AND CONNECT TO
EXISTING SEWER, CONTRACTOR TO VERIFY
LOCATION AND INVERT OF EXISTING SEWER
PRIOR TO CONSTRUCTION AND NOTIFY THE
ENGINEER OF ANY DISCREPANCIES.
V CONSTRUCT PIPE SADDLE PER C-O.B. STD- D-9
AT LOCATIONS OF CROSSING PIPES WITH
CLEARANCE LESS THAN 12".
3 CONNECT TO EXISTING STORM DRAIN, CONTRACTOR
TO VERIFY LOCATION AND INVERT OF EXISTING
STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY
THE ENGINEER OF ANY DISCREPANCIES•
cE�f CAMERTON WAY
X111 SEE LEFT
5
1 j a
I
I m 1
Iq� i
1 I (NOT A PART)so
1
I
18' DRAIN j U
R/w
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_
18 DRAIN.--'----•••.„•FY11E-Y'°•SEVOR
..-..-TT-.-
-
MOO TO
w' 23+00 24100
EC 34' PG&E' HIONIPRESBURF OAS---. I F-
1 x S 6 SEWER........._ _._ _ i.WtB _._._. _.....__
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R
9$` AfN 1 ra Is. ¢ f 4
<
21 4
o
18STORM DRAIN
I g- Ss t wm a
w u
6
iR
D
m
CAMERTON WAY
SEE LEFT
xr
SION
(HIGHGATE GREENS DRIVE)" m,
(STA. 21+50.00 C.L. TO 24+25.00 C.L.) c j
SCALE: 1" = 40' HORIZONTAL,\ -
SCALE: 1" = 4' VERTICAL.
356 --- �� 356
APPOXRAATE flI�IISHED
e,
GRAZE 0 CE ILSINE
354 0� 354 `.. H
IS
352 - r _ - 352 _
I
350 350
348 - --- -- - -- -- -._ .4 1 348
1NVE4T z'
346 W WATER _ ®_ 346
S
344 Z
C5 INVERT 18' DOAN ...-._Q m . 3 TOOK 18" AIN 344 MIT o
mlw
t.ww z w t
342 J , _..._ - 342 m V
340 _ a - z 340 z
--
_ . - I �<
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< < V
m d�� Z+A
338 - g ----- - ----- —m »� 338 = {
'. � h JJ sn cnww
A'I ua www �
336 --_ CNSTA 195.14 IF
98" RG RCP U.1 `; 336
334 -- -J 334 _
21+50 22+00 23+00 24+00 24+25
354
352
350
348
346
344
342
340
338
336
334
332
330
328
l
0
356
��
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11
354
�
354
352
I
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;
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1
350
Im
m.
_
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Ir
6' SEWER
cE�f CAMERTON WAY
X111 SEE LEFT
5
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1 I (NOT A PART)so
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I
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R/w
...-._ --..- W . --8' WATER - W -FUTURE 8 WATER
_
18 DRAIN.--'----•••.„•FY11E-Y'°•SEVOR
..-..-TT-.-
-
MOO TO
w' 23+00 24100
EC 34' PG&E' HIONIPRESBURF OAS---. I F-
1 x S 6 SEWER........._ _._ _ i.WtB _._._. _.....__
°tl p 18' DRAIN 1,o FUTURE 18” DRAW
R
9$` AfN 1 ra Is. ¢ f 4
<
21 4
o
18STORM DRAIN
I g- Ss t wm a
w u
6
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D
m
CAMERTON WAY
SEE LEFT
xr
SION
(HIGHGATE GREENS DRIVE)" m,
(STA. 21+50.00 C.L. TO 24+25.00 C.L.) c j
SCALE: 1" = 40' HORIZONTAL,\ -
SCALE: 1" = 4' VERTICAL.
356 --- �� 356
APPOXRAATE flI�IISHED
e,
GRAZE 0 CE ILSINE
354 0� 354 `.. H
IS
352 - r _ - 352 _
I
350 350
348 - --- -- - -- -- -._ .4 1 348
1NVE4T z'
346 W WATER _ ®_ 346
S
344 Z
C5 INVERT 18' DOAN ...-._Q m . 3 TOOK 18" AIN 344 MIT o
mlw
t.ww z w t
342 J , _..._ - 342 m V
340 _ a - z 340 z
--
_ . - I �<
.00' a° 4
< < V
m d�� Z+A
338 - g ----- - ----- —m »� 338 = {
'. � h JJ sn cnww
A'I ua www �
336 --_ CNSTA 195.14 IF
98" RG RCP U.1 `; 336
334 -- -J 334 _
21+50 22+00 23+00 24+00 24+25
354
352
350
348
346
344
342
340
338
336
334
332
330
328
(B SECTION
k__4,/SCALE: 1" = 40' LORIS.
1" - 4' VERT.
354
352
350
348
346
344
342
340
338
336
334
332
330
328,
l
0
356
�to'4`I
z
354
�
354
352
I
PPROXIMATE
NISHED_G
PIPE e+
N F�1r
;
I;
350
1
350
348
INVERT
- --348
2 88"
CLEARANCE
Ir
6' SEWER
346
346
f
__ ---- _ _
- 344
R4a
INVERT 18" DRAIN
'-
,r-
342
a�
T24WRN
rIN
2
-340
i wmz,
m !
w
338
4
338
336
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w
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> > >
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z
¢ z z z
4 SCALE: 1" = 40'
1" = 4
HORIZ,
VERT.
FEd
CITY RECORDS NO:
ID
z pyo-iinn�
H
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p
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k__4,/SCALE: 1" = 40' LORIS.
1" - 4' VERT.
354
352
350
348
346
344
342
340
338
336
334
332
330
328,
0
356
__ 356
z
354
�
354
352
-
`aR
nN4SUED
352
RDXIMATE
GRW
N F�1r
350
1
350
348
_ --
- --348
2 88"
CLEARANCE
z
NVERT
346
346
344 ;___
i
__ ---- _ _
- 344
R4a
INVERT 18" DRAIN
'-
342
342
a�
I
340
2
-340
m !
338
4
338
336
INSTALL 14.88 LF
q r J. 336
�-' w
334
OF 18" RCP PVC � 0. O%
�A1 SECTION
�
m
1u
4 SCALE: 1" = 40'
1" = 4
HORIZ,
VERT.
CITY RECORDS NO:
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REVISIONS 1P[:.IOONLD:
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FARINGFORD LANE
an INAN
TRA\CT 7257
-40
r41
EX. a' SEWER
a I �
itW M
F0
3 80"
® EX. 24` DRAIN _ < d
AN
W (O
a � w
<BE
N
(PRIVATE STREET)
(STA. 10+05.56 C.L. TO 18+21.83 G.L.)
SCALE: 1" = 40' HORIZONTAL
SCALE: 1" = 4' VERTICAL
362 - _ - --�-- 362
`r
INSTALL 300.00 LF OF 8- PVC SEWER 0.25% INSTALL 300. LF OF 8'PVC SEWER 4 -0,25% 1 INSTALL 190.00 li OF a' P SEWER 4 -0.25%
360 w _._ _ _ _._
-- — _ --_ — � — 360
358
- ®, ro « n " 358
I
q[ W zzZ }} O4
356a - -- J 4zz 4 z{
0 0 .. w _........ 356
OR IN
354 g > > 354
<ww
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352 352
3500 --'- P ! REMAIN t� BADE a lru.Kc � - �I-- � � -� - — 350
1
_ APPRO MATE FINIS GRADE CEN'EERU
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348 348
Ed
( 346 1 346
',. INVERT B!SEWER INVERT a° 'EVER t+_•
IN
344 - - - -' f - INVERT s. — 344
342 1 DRAIN
INVERT 24 2e D�jN INVERT 24' AIN IN4rLRT:24' DRAIN ! 342
24"DR N I
dIU 3
340 _. _.. 40
W
FI uiw* OO NN Ow
338J�s —----... gN. 338
c ®w
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ry a
<azZ04w
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rvh 1 C1}V'd' Ot d'+5- U WUs
ii U.`tC}j Z' NS N} ! ftp MNA r7 V'NW
334 1- ---- nw_"�1� '--- ----- ---- '----oa nr-----' '-- ----- --4 ------ -_..__.__ t o<-w-a,i - 334
g
INSTALL $9,34 OF 18` z a w w w1 m w w — o J "'I j
CRG -RCP 0.37% INSTALL960.63 L OF 24" R J -RCP W 012% INSTALL 255.0 LF OF 24 RGd-RCP 0.12% NST !87.52 OF 24` IG -RCP ®0,12%
- ---1--- -- -. 1 1. 332
11+50 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A"
WITH 3.5° OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
SECTION DEEjQRAJiON;,
SECTION LETTER
SHEET WHERE SECTION IS SHOWN -3
-. -. FIE REMOVFJ7
CONSTRUCTION NOTES
01 REMOVE TEMP. CLEANOUT AND CONNECT TO
EXISTING SEWER. CONTRACTOR TO VERIFY
LOCATION AND INVERT OF EXISTING SEWER
PRIOR TO CONSTRUCTION AND NOT1FY THE
ENGINEER OF
CONNECT20 CONSTRUCT PIPE SADDLE PER C.0,13. STD0-9
AT LOCATIONS OF CROSSING PIPES WITH
CLEARANCE LESS THAN 12".
EXISTING STORM DRAIN. TO CONTRACTOR
TVERIFY O LOCATIONM STRUCT10N AND NOTIFY
THE ENGINEER *STORM DRAIN , IINVERT
L
ID
WATER STANDARDS 1 DOMESTIC
F ANY DISCREPANCIES.CONSTRUCT WATER LINE PER SECTION 4.9.3 OF tWATER SYSTEVS.
awn > t'et.
1a, 1I
LEGEND:
0
CONSTRUCT STORM DRAIN
"A"
ABBREVIATIONS
MANHOLE TYPE PER C.O.B. STD. SW -4 & SW -5.
CL
CENTERLINE SON
SEWER MANHOLE
INV
INVERT SCO
SEWER CLEANOUT
SD
STORM DRAIN SDMH
STORM DRAIN MANHOLE
MH
MANHOLE EXIST
EXISTING
CB
CATCH BASIN ELEV
ELEVATION
JB
JUNCTION BOX R/W
RIGHT OF WAY
SCP
STREET CONSTRUCTION PLAN
LOM 2---- TOP OF MANHOLE/TOP
OF CLEANOUT ELEVATION
s
CONSTRUCT SEWER
PER CITY STANDARDS
CONSTRUCT SEWER
"A"
MANHOLE
TYPE PER C.O.B. STD. SW -4 AND SW -5.
;-a"a
CONSTRUCT SEWER
CLEANOUT
PER C.O.B. STD. SW
-6.
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A"
WITH 3.5° OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
SECTION DEEjQRAJiON;,
SECTION LETTER
SHEET WHERE SECTION IS SHOWN -3
-. -. FIE REMOVFJ7
CONSTRUCTION NOTES
01 REMOVE TEMP. CLEANOUT AND CONNECT TO
EXISTING SEWER. CONTRACTOR TO VERIFY
LOCATION AND INVERT OF EXISTING SEWER
PRIOR TO CONSTRUCTION AND NOT1FY THE
ENGINEER OF
CONNECT20 CONSTRUCT PIPE SADDLE PER C.0,13. STD0-9
AT LOCATIONS OF CROSSING PIPES WITH
CLEARANCE LESS THAN 12".
EXISTING STORM DRAIN. TO CONTRACTOR
TVERIFY O LOCATIONM STRUCT10N AND NOTIFY
THE ENGINEER *STORM DRAIN , IINVERT
L
ID
WATER STANDARDS 1 DOMESTIC
F ANY DISCREPANCIES.CONSTRUCT WATER LINE PER SECTION 4.9.3 OF tWATER SYSTEVS.
awn > t'et.
1a, 1I
CONSTRUCT STORM DRAIN PER CITY STANDARDS
0
CONSTRUCT STORM DRAIN
"A"
MANHOLE TYPE PER C.O.B. STD. SW -4 & SW -5.
AN
CONSTRUCT CATCH BASIN
TYPE "A' PER C.O.B. STD, D-14,
J
CENTERLINE MONUMENT
-
EXISTING SEWER LINE
- -
EXISTING STORM DRAIN LINE
EXISTING SEWER MANHOLE
Q
EXISTING SEWER CLEANOUT
EXISTING DRAIN MANHOLE
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A"
WITH 3.5° OPENINGS PER C.O.B. STD. D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
SECTION DEEjQRAJiON;,
SECTION LETTER
SHEET WHERE SECTION IS SHOWN -3
-. -. FIE REMOVFJ7
CONSTRUCTION NOTES
01 REMOVE TEMP. CLEANOUT AND CONNECT TO
EXISTING SEWER. CONTRACTOR TO VERIFY
LOCATION AND INVERT OF EXISTING SEWER
PRIOR TO CONSTRUCTION AND NOT1FY THE
ENGINEER OF
CONNECT20 CONSTRUCT PIPE SADDLE PER C.0,13. STD0-9
AT LOCATIONS OF CROSSING PIPES WITH
CLEARANCE LESS THAN 12".
EXISTING STORM DRAIN. TO CONTRACTOR
TVERIFY O LOCATIONM STRUCT10N AND NOTIFY
THE ENGINEER *STORM DRAIN , IINVERT
L
ID
WATER STANDARDS 1 DOMESTIC
F ANY DISCREPANCIES.CONSTRUCT WATER LINE PER SECTION 4.9.3 OF tWATER SYSTEVS.
awn > t'et.
1a, 1I
0
AN
Q
I
W
;-a"a
w
M
O
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Am
a
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IN
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Know what's below
Cal I fore you dig.
x LOm
p
I
0''
CITY RECORDS NO:
7
I
J
STONETHWAITE
I
i 10, O
m^
20'
I
N O
CONSTRUCTION NOTES
m
1
CONSTRUCT STORM DRAIN PER CITY STANDARDS
m
Z �
�
+
INV INVERT SCO SEWER CLEANOUT
4
p�
I
REMOVE TEMP. CLEANOUT AND CONNECT TO
€n
7
STONETHWAITE
I
I
i 10, O
m^
20'
I
N O
CONSTRUCTION NOTES
CL CENTERLINE SMH SEWER MANHOLE
1
CONSTRUCT STORM DRAIN PER CITY STANDARDS
m
Z �
�
INV INVERT SCO SEWER CLEANOUT
W if VF
p�
`b
REMOVE TEMP. CLEANOUT AND CONNECT TO
SB STORM BRAIN SDMH STORM DRAIN MANHOLE
M++m
SCALE: 1" = 4' VERTICAL
EXISTING SEWER. CONTRACTOR TO VERIFY
¢1
I u?
MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
INSTALL 100.00 LF OF 6' PVC
LOCATION AND INVERT OF EXISTING SEWER
PRIOR TO CONSTRUCTION AND NOTIFY THE
362
----sEWExsa.aa$--- __-___.__..__.'
mwri,
r
i n
I
JXISR1\1G
-1, 9 TRACT 7257
u
rvry
�60 N N
`■.■—
�..-_ R
W 6°100.00' 946 3 'E. 8 SEWER Ex. 8' SEWER --
{ --- 11+00
,T,.., 12+00 "
T—
a
b 1 b
IA w
I w I
I o r
3 N 2
1 I i
� I
t i 1
F I I
_—
- —&—
X 8 WATER '." _
i
i i i
� �1 111111-
I
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—77v
W w
}
Z "`7 S INTERSECTION
W '- SPA 21+79.01 C.L H
� STA 12+62.17 C.L C
(D.�
w
CAMERTON WAY
SEE SHEET 4
1 O
O
r
- .mm..._._. — -- ........................
U
Z
tr 87
-WATER---..
..______®._______._.....___.Y_.__..__.__......_
+
cr R W
m }
IS
_
T,SEW4R 5—
Z
W w
G 23+DDLU
W '-EX. 34' GAS o �EX. 3e HIGH PRESSURE PORE GAS ONE W W
< HIGH PRESSURE I.-
C _ RAE OAS ONE - - _.— -� - _
STY
RVW
I 7
18' DRAIN
i
I
If I
%
CAMERTON WAY
SEE SHEET 4 34" PG&E HIGH
PRESSURE GAS LINE
CAUTION: CONTRACTOR TO KEEP (HIGHGATE GREENS DRIVE)
7° HORIZONTAL CLEARANCE FROM (STA. 21+23.86 G.L. TO 23+23.86 C.L.)
EXISTING 34" HIGH PRESSURE PG&E SCALE: 1" = 20' HORIZONTAL
GAS LINE EXCEPT AT CROSSING. SCALE: 1" = 20' VERTICAL
360 ::. ; ----.APPROXIMATE MWHEII -_-. .---.- -_-... ----. -.-.- --.-- ---.-.
--
350
340 x - INWRT
330 - -
21+25 22+00 23+00
G SECTION
6 SCALE: 1 = 20'
STONETHWAITE
a�
i 10, O
m^
20'
i
1
CONSTRUCTION NOTES
CL CENTERLINE SMH SEWER MANHOLE
1
CONSTRUCT STORM DRAIN PER CITY STANDARDS
m
C.L.)
i
i i i
� �1 111111-
I
y If WAP—
—77v
W w
}
Z "`7 S INTERSECTION
W '- SPA 21+79.01 C.L H
� STA 12+62.17 C.L C
(D.�
w
CAMERTON WAY
SEE SHEET 4
1 O
O
r
- .mm..._._. — -- ........................
U
Z
tr 87
-WATER---..
..______®._______._.....___.Y_.__..__.__......_
+
cr R W
m }
IS
_
T,SEW4R 5—
Z
W w
G 23+DDLU
W '-EX. 34' GAS o �EX. 3e HIGH PRESSURE PORE GAS ONE W W
< HIGH PRESSURE I.-
C _ RAE OAS ONE - - _.— -� - _
STY
RVW
I 7
18' DRAIN
i
I
If I
%
CAMERTON WAY
SEE SHEET 4 34" PG&E HIGH
PRESSURE GAS LINE
CAUTION: CONTRACTOR TO KEEP (HIGHGATE GREENS DRIVE)
7° HORIZONTAL CLEARANCE FROM (STA. 21+23.86 G.L. TO 23+23.86 C.L.)
EXISTING 34" HIGH PRESSURE PG&E SCALE: 1" = 20' HORIZONTAL
GAS LINE EXCEPT AT CROSSING. SCALE: 1" = 20' VERTICAL
360 ::. ; ----.APPROXIMATE MWHEII -_-. .---.- -_-... ----. -.-.- --.-- ---.-.
--
350
340 x - INWRT
330 - -
21+25 22+00 23+00
G SECTION
6 SCALE: 1 = 20'
STONETHWAITE
LANE
i 10, O
20'
i
(PRIVATE STREET)
CONSTRUCTION NOTES
CL CENTERLINE SMH SEWER MANHOLE
D -
CONSTRUCT STORM DRAIN PER CITY STANDARDS
(STA. 10+00.00 G.L. TO 12+38.59
C.L.)
INV INVERT SCO SEWER CLEANOUT
SCALE: 1" = 40' HORIZONTAL
REMOVE TEMP. CLEANOUT AND CONNECT TO
SB STORM BRAIN SDMH STORM DRAIN MANHOLE
CONSTRUCT STORM DRAIN
SCALE: 1" = 4' VERTICAL
EXISTING SEWER. CONTRACTOR TO VERIFY
MH MANHOLE EXIST EXISTING
MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
INSTALL 100.00 LF OF 6' PVC
LOCATION AND INVERT OF EXISTING SEWER
PRIOR TO CONSTRUCTION AND NOTIFY THE
362
----sEWExsa.aa$--- __-___.__..__.'
ENGINEER OF ANY DISCREPANCIES.
362
JB JUNCTION BOX RIM RIGHT OF WAY
CONSTRUCT CATCH BASIN
TYPE "A" PER C.0.8. STD. D-14.
SECTION DESIGNATION:
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9
SCP STREET CONSTRUCTION PLAN
SECTION LETTERAT
360
LOCATIONS OF CROSSING PIPES NTH
�_
r
CENTERLINE MONUMENT
-------------f
CLEARANCE LESS THAN 12'°.
360
EXISTING SEWER LINE
w
o"mom
-- . --
V
zR 31w
1J
358
—
' >
- ..
j»
-.z
2
TO VERIFY LOCATION AND INVERT OF EXISTING
Fuim
s CONSTRUCT SEWER PER CITY STANDARDS
358
_
S
SHEET MERE SECTION IS SHOWN
o .
zz
STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY
■
z
THE ENGINEER OF ANY DISCREPANCIES.
z
.tq.
wzf
CONSTRUCT SEWER MANHOLE
356
Il
F+.
CONSTRUCT WATER LINE PER SECTION 4.9.3 OF C.O.B.
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
EXISTING SEWER CLEANOUT
m1'OY
356
fiiiQlli(Wilai'S below.
CONSTRUCT SEWER CLEANOUT
t-..`'-
EXISTING DRAIN MANHOLE.
W
WATER SYSTEMS.
! before you dig.
PER C.O.B. STD. SW -6.
354
w
NA mm w
�
354
T
I?
w
U
X AJ J
wo ww
— —
— =
352
� —
— - —
- 352
PROX7■ATE nNSNE0
350
A E GEN RUNE I ..
y
- 350
348
346
I IN4 RT 6' R --
346
INVERTS SEWER
INVERTDL
ER
344
_
-- ----
—
344
9+75
10+00
11+00
12+00
12+75
i
i i i
� �1 111111-
I
y If WAP—
—77v
W w
}
Z "`7 S INTERSECTION
W '- SPA 21+79.01 C.L H
� STA 12+62.17 C.L C
(D.�
w
CAMERTON WAY
SEE SHEET 4
1 O
O
r
- .mm..._._. — -- ........................
U
Z
tr 87
-WATER---..
..______®._______._.....___.Y_.__..__.__......_
+
cr R W
m }
IS
_
T,SEW4R 5—
Z
W w
G 23+DDLU
W '-EX. 34' GAS o �EX. 3e HIGH PRESSURE PORE GAS ONE W W
< HIGH PRESSURE I.-
C _ RAE OAS ONE - - _.— -� - _
STY
RVW
I 7
18' DRAIN
i
I
If I
%
CAMERTON WAY
SEE SHEET 4 34" PG&E HIGH
PRESSURE GAS LINE
CAUTION: CONTRACTOR TO KEEP (HIGHGATE GREENS DRIVE)
7° HORIZONTAL CLEARANCE FROM (STA. 21+23.86 G.L. TO 23+23.86 C.L.)
EXISTING 34" HIGH PRESSURE PG&E SCALE: 1" = 20' HORIZONTAL
GAS LINE EXCEPT AT CROSSING. SCALE: 1" = 20' VERTICAL
360 ::. ; ----.APPROXIMATE MWHEII -_-. .---.- -_-... ----. -.-.- --.-- ---.-.
--
350
340 x - INWRT
330 - -
21+25 22+00 23+00
G SECTION
6 SCALE: 1 = 20'
360
350
340
330
23+25
LEGEND:
■
i 10, O
20'
i
360
350
340
330
23+25
LEGEND:
ABBREVIATIONS
CONSTRUCTION NOTES
CL CENTERLINE SMH SEWER MANHOLE
D -
CONSTRUCT STORM DRAIN PER CITY STANDARDS
NOTES 1) ALL CATCH BASINS ARE TO BE TYPE 'A"
INV INVERT SCO SEWER CLEANOUT
WITH 3..i OPENINGS PER C.O.B. STD. D-14
REMOVE TEMP. CLEANOUT AND CONNECT TO
SB STORM BRAIN SDMH STORM DRAIN MANHOLE
CONSTRUCT STORM DRAIN
UNLESS OTHERWISE NOTED.
EXISTING SEWER. CONTRACTOR TO VERIFY
MH MANHOLE EXIST EXISTING
MANHOLE TYPE "A" PER C.O.B. STD. SW -4 & SW -5.
2 ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
LOCATION AND INVERT OF EXISTING SEWER
PRIOR TO CONSTRUCTION AND NOTIFY THE
CB CATCH BASIN ELEV ELEVATION
UNLESS OTHERWISE NOTED.
ENGINEER OF ANY DISCREPANCIES.
JB JUNCTION BOX RIM RIGHT OF WAY
CONSTRUCT CATCH BASIN
TYPE "A" PER C.0.8. STD. D-14.
SECTION DESIGNATION:
CONSTRUCT PIPE SADDLE PER C.O.B. STD. D-9
SCP STREET CONSTRUCTION PLAN
SECTION LETTERAT
LOCATIONS OF CROSSING PIPES NTH
i®
CENTERLINE MONUMENT
CLEARANCE LESS THAN 12'°.
�
70.M•363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION
EXISTING SEWER LINE
A
-®---- -
CONNECT TO EXISTING STORM DRAIN. CONTRACTOR
-- . --
--
1J
2
TO VERIFY LOCATION AND INVERT OF EXISTING
s CONSTRUCT SEWER PER CITY STANDARDS
- . --
-- EXISTING STORM DRAIN LINE
S
SHEET MERE SECTION IS SHOWN
STORM DRAIN PRIOR TO CONSTRUCTION AND NOTIFY
■
THE ENGINEER OF ANY DISCREPANCIES.
EXISTING SEWER MANHOLE
CONSTRUCT SEWER MANHOLE
CONSTRUCT WATER LINE PER SECTION 4.9.3 OF C.O.B.
TYPE "A" PER C.O.B. STD. SW -4 AND SW -5.
EXISTING SEWER CLEANOUT
WATER STANDARDS AND SPECIFICATIONS FOR DOMESTIC
fiiiQlli(Wilai'S below.
CONSTRUCT SEWER CLEANOUT
t-..`'-
EXISTING DRAIN MANHOLE.
WATER SYSTEMS.
! before you dig.
PER C.O.B. STD. SW -6.
Me
E