HomeMy WebLinkAbout1.2-6578 Ph 9' AN 'S' INTO CURB FACE
EACH SEWER LATERAL
CL MULTIPLE UTILITY
TRENCH q SEWER MAIN ,
5' CL R
(I<TYP• 5' WALINE
x TYP FINISHED STREET Y
03 GRADE 3
60" 1 3ti ITV,
p I TO 7' MAX.
A� TO 7' MAX. na TYP.
1% MIN 18 MIN.
SURFACE MARKER FOR
ON DEEP SEWER, SLOPE LATERALS / \ � � � � =—SETERAL PROVIDING PROPER LATERALS PER C.O.B. STD. S-1
TO LOT UNE SO THAT THE END OF ^�j(y�•� CLEARANCE UNDER WATERLINE AND
LATERAL IS WITHIN REQUIRED L" UTILITY TRENCHES
TOLERANCE
DETAIL
TYPICAL SEWER LATERAL INSTALLATION
�k FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS,
THE SEWER LATERALS MUST CROSS OVER THE WATER OR VTIUTY TRENCH.
THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN
CROSSING OVER THE WATERMAIN.
A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A
CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA C900) PLASTIC
PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED.
NOTE: CONTRACTOR TO VERIFY THAT WATER
MAIN AND SEWER LATERAL CROSSINGS
ARE IN CONFORMANCE WITH CALIFORNIA
HEALTH CODE REQUIREMENTS.
LEGEND:
FL/F.L
ABBREVIATIONS
FLOWUNE
CL
OMTERUNE
ELEV.
ELEVATION
C.O.B.
CITY OF BAKERRELD
T.O.M.
TOP OF MANHOLE
T.O.C.
TOP OF CLEANOUT
INV.
INVERT
EL/ELEV.
ELEVATION
PA
PROPERTY UNE
E.P.
EDGE OF PAVEMENT
EX./EXIST.
EXISTING
C/G
CURB & GUTTER
R/W
RIGHT-OF-WAY
M.H./MH
MANHOLE
SMH
SEWER MANHOLE
SDMH
STORM DRAIN MANHOLE
CB
CATCH BASIN
GB
(RADE BREAK
S/W
SIDEWALK
FH.
FIRE HYDRANT
D.W.S.
DESIGN WATER SURFACE
XRW
EX. RIGHT-OF-WAY
CWS
CITY WATER SERVICE
STD.
STANDARD
VICINITY MAP
NO SCALE
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
FOR
FUTURE PARCEL MAP WAIVER WITHIN
TRACT • o
UNIT 9
DRILL
FUTURE PARCEL
w MAP WAIVER
I
PENSWOM ROAD
JITi
IM
MACULIRE DIM
•_.�` I •.
i I
� 1 s
❑X —SHEET NUMBER FUTURE PARCEL
COVER SHEET MAP WAIVER
SCALE: 1"=200'
INDEX OF SHEETS
SHEET TITLE
1. COVER SHEET
2. NOTES
3. EIFFEL PLACE
4. CORTIAU LANE
SUMMARY OFIMPROVEMENTS
STORM DRAIN IMPROVEMENTS
SURVEY MONUMENT
M
OPOSED �C'NS VALVE
LF
36
CATCH BASINS
BOX - PLAN&VALVE
o
STORM DRAIN MANHOLE TYPE W
.CENTERLINE
EXISTING GATE VALVE
D---
PER C.O.B. STANDARD.
—•
S
CONSTRUCT SEWER PER C.O.B. STANDARD
—
Y
PROPOSED FIRE HYDRANTASSEMBLY
----------
CATCH BASIN WITH 3.5. OPENING
TRACT BOUNDARY
— SEE CWS PLAN
S
PER C.O.B. STANDARD DETAIL S-12,
'C
DUSTING FIRE HYDRANT
EXISTING WATER
UNLESS OTHERWISE NOTED.
i5
PROPOSED - BLOWOFF
®
CONSTRUCT SEWER MANHOLE TYPE " A'
EXISTING EDGE OF PAVEMENT
SEE CWS PLAN
PER C.0.8, STANDARD DETAIL S-7.
I>
EASEMENT LEGEND
"S—PIPE
SIZE
®
CONSTRUCT SEWER CLEANOUT PER
8"S—UTILITY:
SHEET WHERE SECTION IS SHOWN
C.03. STANDARD DETAIL S-20.
W–WATER S–SEWER
SS)
EXISTING SEWER MANHOLE
G–GAS D–DRAIN
VICINITY MAP
NO SCALE
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
FOR
FUTURE PARCEL MAP WAIVER WITHIN
TRACT • o
UNIT 9
DRILL
FUTURE PARCEL
w MAP WAIVER
I
PENSWOM ROAD
JITi
IM
MACULIRE DIM
•_.�` I •.
i I
� 1 s
❑X —SHEET NUMBER FUTURE PARCEL
COVER SHEET MAP WAIVER
SCALE: 1"=200'
INDEX OF SHEETS
SHEET TITLE
1. COVER SHEET
2. NOTES
3. EIFFEL PLACE
4. CORTIAU LANE
SUMMARY OFIMPROVEMENTS
STORM DRAIN IMPROVEMENTS
LEGEND (CONT.)
UNITS
351
LF
36
CATCH BASINS
TO' OF MANHOLE
1
– – –
.CENTERLINE
6" SEWER LINE
D---
CONSTRUCT STORM DRAIN PER C.O.B. STD.
—•
S
CONSTRUCT SEWER PER C.O.B. STANDARD
—
w
PROPOSED WATER – SEE CWS PLAN
----------
EA.
TRACT BOUNDARY
—
S
EXISTING SEWER
EXISTING WATER
-- c
EXISTING STORM DRAIN
EXISTING EDGE OF PAVEMENT
PHASE LINE
I>
EASEMENT LEGEND
SECTION. LETTER
2
SHEET WHERE SECTION IS SHOWN
VICINITY MAP
NO SCALE
CITY OF BAKERSFIELD
KERN COUNTY CALIFORNIA
FOR
FUTURE PARCEL MAP WAIVER WITHIN
TRACT • o
UNIT 9
DRILL
FUTURE PARCEL
w MAP WAIVER
I
PENSWOM ROAD
JITi
IM
MACULIRE DIM
•_.�` I •.
i I
� 1 s
❑X —SHEET NUMBER FUTURE PARCEL
COVER SHEET MAP WAIVER
SCALE: 1"=200'
INDEX OF SHEETS
SHEET TITLE
1. COVER SHEET
2. NOTES
3. EIFFEL PLACE
4. CORTIAU LANE
SUMMARY OFIMPROVEMENTS
STORM DRAIN IMPROVEMENTS
UNIT
UNITS
18" STORM DRAIN
LF
36
CATCH BASINS
EA.
1
SEWER IMPROVEMENTS
6" SEWER LINE
LF
477
8" SEWER LINE
LF
40
4" LATERALS
LF
945
STANDARD MANHOLES.
EA.
3
CLEANOUTS
EA.
3
SCALE: 1" = 200'
200' 100' 0' 200' 400'
NOTE
CONSTRUCTION OF THESE IMPROVEMENTS ARE AT
DEVELOPERS RISK. CITY ACCEPTANCE OF PUBUC
IMPROVEMENTS AND CREATION OF. PARCELS IS
SUBJECT TO APPROVAL OF RIGHT—OF—WAY
DEDICATION AND PARCEL MAP WAIVERS.
NOTE: 1. PRIOR TO THE START OF ANY PHASE OF
CONSTRUCTION, THE CITY CONSTRUCTION
INSPECTION DEPARTMENT SHALL BE GIVEN
24 HOURS NOTICE. TELEPHONE 326-3049
NO CITY INSPECTIONS WILL BE GIVEN FOR THE
WORK IN THIS AREA UNTIL A STREET PERMIT
WITH APPROPRIATE SECURITY AND INSURANCE
HAS BEEN OBTAINED.
2. ALL MATERIALS SUPPLIED FOR THIS PROJECT
WILL REQUIRE A CERTIFICATE OF COMPLIANCE
STATING THAT THE REQUIREMENTS & STANDARDS
SET FORTH BY THE CITY OF BAKERSFIELD HAVE
BEEN MET.
ENGINEER'S STATEMENT
THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR
UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND
BELIEF COMPLY WITH CIN 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
ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED
AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED
PLANS SUBMITTED TO THE CITY ENGINEER.
IMPROVEMENT PLANS HAVE 13EEN REVIEWED BY THE CITY OF BAKERSFIELD
PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PUBLIC AND
ARE TO BE PUBLICLY MAINTAINED.
1.4141�z143KAI43'11
REVIEWED BY: STUART PATTESON R.C.E. NO. 44898 DATE:
ASSISTANT PUBLIC WORKS DIRECTOR
CIN OF BAKERSFIELD
1:7.11-1 &'Z•1im114A:II:I*3
THE BEARING OF N. 00'54'43" E. SHOWN FOR THE EAST LINE OF THE
SOUTHEAST 1/4 OF SECTION 24, T.30 S., R.26 E. AS SHOWN ON SURVEY
INVESTIGATION MAP No. 7-1 BK. 6, PG. 34 WAS USED AS THE BASIS OF
BEARINGS SHOWN HEREON.
BENCHMARK USED:
TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF
BUENA VISTA ROAD AND CALICO. PEAK STREET. ELEVATION = 348.89'
(USGS DATUM) PER TRACT NO. 6104 PHASE 5
O
Know what's below.
Call before you dig.
0
STANDARD NOTES
1. GENERAL CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS 13, ALL EVER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED.
CHEMICAL SOLUTION NpNTRAlbTON
CONTRACTORWILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND I.I. TESTING AND REPAIRING DAMAGED SURFACES THIS WILL MINIMIZE V0105 BENEATH THE PIPE AND IN THE HAUNCH AREAS. AFTER THE PIPE IS f.
SUPERVISION NECESSARY TO COMPLETE INSTALLATION. SULFURIC ACID 2O%" INSTALLED IN THE TRENCH, ALL SURFACES COVERED WITH LINING, INCLUDING WELDS SHALL SHOVEL-SUCING R HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT 14. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFlED
SODIUM HYDROXIDE 5% B. TESTED WITH AN APPROVED, CONTRACTOR SUPPLIED, ELECTRICAL HOJDAY DETECTOR UP TO THE QUARTER POINT OF THE PIPE. STANDARD DRAWINGS S-7, S-8. AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE
UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS AMMONIUM HYDROXIDE 5%" (TINKER& RASR INITIAL
MODEL NO. AP -W NTH POWER PACK OR APPROVED EQUAL) WITH BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED STANDARD SPECIFICATIONS SPECIFICATIONS OF THE STATE CALIFORNIA,
NIA, DEPARTMENT OF TRANSPTATON, _
BEFORE CONSTRUCTION. TELEPHONE 1-800-642-2444. NITRIC ACID 1%-* THE INSTRUMENT SET BETWEEN 18,000 AND 22,000 VOLTS. IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY ' !O
FERRIC CHLORIDE 1% 1% AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SES AND OVER THE PIPE R BAKERSFlED STANDARD. DRAWING S-20, o
CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS SOAP 0.1% ALL WEDS SHALL BE PHYSICALLY TESTED BY A NONDESTRUCTIVE PROBING METHOD. R = w
TO SUCH A DEPTH THAT, AFTER THOUGH THE FINAL DEPTH SHALL BE
OR ARE WITHIN 5' HORIZONTAL DISTANCE R EWER AND STORM DRAIN LINES. VERTICAL DETERGENT 0.1% ALL PATCHES OVER HOLES, OR REPAIRS TO THE UNEP WHEREVERWHEREVERDAMAGE HAS AT LEAST TO THE ELEVATION SHOWN R PLANS. THE PLANS. THE MATERIAL SHALL BE MANHOLES SHALL BE TYPE "A° FOR PIPES UNDER 48° IN DIAMETER AND TYPE 'B° FOR
AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD R ANY (LINEAR ALKYL BENZYL SULFONATE R LAS OCCURRED, SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 7-2.03(1.E) PARA. CONSOLIDATED BY VIBRATORY R MECHANICAL TAMPING AND THE EQUIPMENT AND PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE THE BOTTOM MANHOLE
EXCAVATIONS TO VERIFY THAT THE PROPOSED DESGN DOES NOT CONFLICT WITH ANY BACTERIOLOGICAL BOD NOT LES THAN 700 PPM 8 ABOVE MANNER R TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO BARREL AT THE MANHOLE FOUNDATION SHALL E ET ON A 2" MORTAR BED OR SET ON z
UTIUTIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER WMMRCING OPERATION. IMPACT EDUIPMRT MAY BE ALLOWED UNDER THE DIRECRR KENT -DEAL IN A GROOVED FOUNDATION.
TO REDESIGN THE AURMRT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY EACH TRANSVERSE WELDING STRIP WHICH EXTENDS TO A LOWER EDGE OF THE LINER CO THE ENGINEER. HOWEVER, CT CONTRACTOR IS RESPONSIBLE ND ANY DAMAGE
THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THIS IS TO BE USED AS A PRE -QUALIFICATION TEST AND WHEN MATERIAL WILL BE TESTED BY THE PURCHASING AGENCY. THE WELDING STRIPS SHALL EXTEND 2 RESULTING FROM THE USE R THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE 15, STORM DRAIN PIPE w
THE ALIGNMENT REQUIRES ADDITIONAL FITIINGS, PIPE R EXCAVATION THE CONTRACTOR FORMULATIONS ARE CHANGED. INCHES (50 MM) BELOW THE UNR TO PROVIDE A TAB. A 10 -POUND (5 KG) PULL PERMITTED.
SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE "VOLUMETRIC PERCENTAGES OF CONCENTRATED C.P. RADE REAGENTS. WILL BE APPLIED TO EACH TAB. THE FORCE WALL BE APPLD NORMAL TO THE FACE R SUBSEQUENT BACKFILL ABOVE THE LEVEL R INITIAL BACKFILL, THE TRENCH MAY BE STORM DRAIN PIPE CONTRACTOR SHALL UTILIZE RCP PIPE, CLAS III WITH RUBBER _
CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. THE STRUCTURE BY MEANS OF A SPRING BALANCE LINER ADJOINING THE WELDING BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, R AT THE GASKET JOINTS PR ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON TI1E
STRIP WILL BE HED AGAINST THE CONCRETE DURING APPLICATION OF THE FORCE. THE GASKETCONTRACT PLANS.
i.D. DETAILS AND. DIMENSIONS R LINER SHEETS. LINER SHEETS SHALL BE A OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE
CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER LINES THAT 10 -POUND (5 KG) PULL WILL BE MAINTAINED IF A WED FAILURE DEVELOPS, UNTIL NO
MINIMUM R 0.065 INCH (1.65 MM) IN THICKNESS. LOCKING EXTENSIONS R THE MATERIAL R IMPORTED MATERIAL MAY B COMPACTED BY TAMPING AND/OR ROLLING,
THE NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE FURTHER SEPARATION OCCURS. DEFECTIVE WELDS WALL BE RETESTED AFTER REPAIRS HAVE REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE
SAME MATERIAL AS THAT OF THE UNER SHALL BE INTEGRALLY EXTRUDED WITH THE USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER.
REPORTED iD THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS CON MAY BE MADE. SHEET. BEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER R THE LINER PROVISIONS IN SECTION 65, °REINFRCED CONCRETE PIPE', OF THE STANDARD
UTILITIES SHALL BE TISRWRLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TOAFTER THE WELDING STRIP. HAS PASSED INSPECTION. INSPECTION SHALL E MADE WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING. THE BACKFILL SPECIFICATIONS AND THESE SPECIAL PROVISIONS
TRENCHING. CROSSING UTILITIES SHALL BE DAYUGHHED AND CHECKED FOR GRADE, BY i.E. INSTALLATION R LINING. INSTALLATION R THE LINING, INCLUDING PREHEATINGWITHIN 2 DAYS AFTER THE JOINT HAS BEEN COMPLETED IN ORDER TO PREVENT TEARING MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOS o
CONTRACTOR PRION TO TRENCHING. R SHEETS IN COLD WEATHER AND THE WELDING R ALL JOINTS, SHALL BE DONE IN THE PROJECTING WELD STRIP AND CONSEQUENT DAMAGE TO THE LINER FROM DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLUNG EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS R IN THE a
ALL EXISTING IMPROVEMENTS, (CURB, GUTTER, SIDEWALK, CROS GUTTER, FENCES, ACCORDANCE WITH THE RECOMMENDATIONS R THE LINER MANUFACTURER. EQUIPMENT AND MATERIALS USED IN R TAKEN THROUGH THE WORK. BEFORE SUCCEEDING LAYERS ARE PLACED. SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE
ETC.) THAT ARE REMOVED, DAMAGED R UNDERCUT SHALL E REPAIRED R REPLACED COMPACTON R SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FET OF PLANS R SPECIFICATIONS FOR STANDARD JOINTS.
AS DIRECTED BY THE CITY ENGINEER. COVERAGE OF THE LINING SHALL NOT BE LES THAN THE MINIMUM SHOWN ON SHR DRAWINGS CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION -
THE PLANS. STONING DIMENSIONAL MATERIAL AND JOINT CRITERIA TO THE ENGINEER FOR RENEW. FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR HYDROSTATIC TESTS SPECIFIED BY ECTON 65-1.08 "LAYING SIPHON AND PRESSURE
ROWNG AS SPECIFIED ABOVE WHERE THE TRENCH IS WITHIN THE PAVEMENT'ON
ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE PIPE°, R THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED.
REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFlELD STANDARD DRAWING ST -6, THE LINING SHALL BE INSTALLED WITH THE LOCKING EXTORSIONS RUNNING PARALLEL PIPE TRENCH CLASSIFICATION. RCP CLAS IV SHALL BE INSTALLED PER ASTM STREETS, THE BACKFILL WITHIN 1X'0 AND ONE-HALF (2-1/2) FEET OF FINISHED
EXCEPT AS NOTED ON PLANS VATH THE LONGITUDINAL AXIS OF THE PIPE. TRENCH DESIGNATION °C". RCP CLASS V SHALL BE INSTALLED PER ASTM TRENCH PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO
DESIGNATION V. COMPACTION. SECTION 65-1.068, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS.
STAMP AN "S" INTO THE CURB FACE OVER EACH SEWER LATERAL THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FRMS. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE RE ROTA m
STONES R LUMPS EXCEEDING THREE (3) INCHES IN REALEST DIMENSIONS, VEGETABLE HANDLING OF MATERIALS. ALL PIPE, FITTINGS. SPECIALS AND CASTINGS MUST BE M m
AN REN STREET PERMIT STALL BE OBTAINED FROM THE CITY OF BAKERSFlED PUBLIC WORKS DEPARTMENT LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MM) PVC FR PIPE SIZES 18" AND LESS. POLY VINYL RLRIDE PIPE SHALL MEET MATTER, OR OTHER UNSATISFACTORY MATERIALS. CAREFULLY HANDLED AT ALL TIMES ONLY SUITABLE AND PROPER EQUIPMENT AND m ai �
fR ANY WORK PERFORMED WITHIN AN EXISTING ACCEPTED STREET RIGHT -R -WAY. LANCES SECURED BY AN FROM THE ENO R THE INSIDE SURFACE R THE PIPE RECTION. JOINT FLAPS WHEN THE FOLLOWING REQUIREMENTS: APPLIANCES SHALL B USD FR TIE SAFE LOADING, HAULING, UNLOADING, HANDLING 'O N
IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. AND PLACING R MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED n a a
USED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE o 0
ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSED PRIOR TO ISSUANCE OF 1. MATERIAL PVC PIPE STALL MEET R EXCEED ALL REQUIREMENTS SET FORTH WHEN APPROVED BY THE ENGNER, JETTING MAY E USED IN NR -STREET AREAS. RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE R FITTING 0
INSIDE SURFACE. WITU A JOINT DAMAGED R FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE
THE PERMIT. IN ASTM D 3034 WITH SPR OF 35. ELASTOMRIC DEALS AND JOINTS SHALL CONFORM BACKFILL TESTING AND COMPACTION. TESTING R BACKFILL MATERIALS AND COMPACTION O
CONCRETE POURED AGAINST UNING SHALL BE VIBRATED, SPADED R COMPACTED IN TO ASTM D 3212 AND ASTM F 477. REJECTED. Z w I i
COMPACTION TESTS SHALL BE THE L BE DETERMINED
OF THE DEVELOPER/CONTRACTOR. THE NUMBER AND SHALL E IN ACCORDANCE WITIi SECTION 19, "EARTHWORK" AND BECTON 6-3, *TESTING". Q �
LOCATION R REQUIRED TESTS SHALL BE DETERMINED BY THE CIN ENGINEER A CAREFUL MANNER T AS TO PROTECT THE LINING AND PRODUCE A DENSE. 2. TESTING. MANUFACTURING TENTING METHODS SHALL CONFORM TO ASTM OF THE STANDARD SPECIFICATIONS, STATE R CALIFORNIA, DEPARTMENT R PUBLIC WORKS, �
HOMOGENOUS CONCRETE, SECURELY ANCHORING THE LOCKING EXTENSIONS INTO THE PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES w U m
DIWGR OF HIGHWAYS. EACH LAYER R BACKFILL MATERIAL STALL MEET THE w
F-679 (T -WALL). CERTIFICATES OF COMPLIANCE SHALL BE MADE AVAILABLE TO THE THE CONDITION R THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT =
NO PUBLIC WORKS INSPECTORS WILL BE GIVEN FOR THE WORK IN THE UNDEDICATED ROADWAYS IN h115 CONCRETE ENGINEER. COMPACTION, SANG EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE MIXT LAYER ACCORDANCE WITH MANUFACTURER'S RECOMMEDATIONS. 3 O -
PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. IS PLACED. 0 � a
IN REMOVING FRMS, CARE SHOULD BE TAKEN TO PROTECT THE LINING FROM w 0
SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINES PER C.O.B. SID. SW -1, DAMAGE SHARP INSTRUMENTS SHALL NOT BE USED TO PRY FORMS FROM LINED 3. INSTALLATION. INSTALLATION OF PIPE SHALL FOLLOW MANUFACTURER'S EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS 3 r �
UNLESS OTHERWISE NOTED. SURFACES. WHEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN TUE LINING SHALL GUIDELINES, THESE SPECIFICATIONS AND ASIM D 2321 "UNDERGROUND INSTALLATION OF COMPACTION R NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE N
BE PULLED, WITHOUT TEARING THE LINING, AND THE RESULTING HOLES CLEARLY MARKED. FLEXIBLE THRMOPLASTIC EWER PIPE.". AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT Y G
Z. STANDARD DETAILS ALL NAIL AND TIE HOLES AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE AS THE Q { e
_ THE LINING SHALL BE PATCHED. PATCHES MADE ENTIRELY NTH WELDING STRIP SHALL 4. FIELD TESTS. IN -FIELD PRESSURE TESTS SHALL CONFORM TO THESE ROADWAY STRUCTURAL SECTION SHALL BE NO LES TITAN NINETY PERCENT (90� WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND m o
SHALL BETHE OWING CITY OF CONSID RED PART OFFIELD THEE STANDARDS
CONSIST OF SMOOTH LINER SSEL-fBE FUSED TO THE LINER OVER EAPPUO OVER THE ONAAGD AREA WITIi ADHESIVE ENTIRE PATCH AREA. LARGER PATCHES MAY SPECIFICATIONS AND TIDE FOLLOWING CAAUUFORNIA TESTTIVE PCMETHODS 216 R 231, OR ASTM (CURRENT EDITION) 01557 ANDTION FOR THE TOP FINISHED 30". AND SHALL BE DETERMINED ONETRENCH DEBRIS O ORVERY THEWEATHER SOUNSU UNSUIPIPE TABLE. AT TIMES WHEN WOLL NOT BE LAID ERK IS NOT IINTPROGRESS,PROF
D-11, 0-14, D-16, D-18 DEFLECTION MEASUREMENT O' PVC PIPE AFTER 30 DAYS R INSTALLATION THE R THE FOLLOWING 02922 R 07556. REFI ENDS R PIPE AND FITTINGS SHALL BE CLOSED. -
SW -1, SW -2, SW -3, SW -4, SW -5, SW -6, SW -9, SW -11, ALL EDGES MUST OI COVERED NTHAMA MELDING STRIP FUSED TO THE PATCH AND THE
SOUND LINING ADJOINING TUE DAMAGED AREA. CONTRACTOR SHALL MEASURE PIPE DEFLECTION BY PULLING A GO -NO-GO 5% MANDREL &,-
ST -6, ST -22 THEWIT MANDREL. SHALL B PULLED THROUGH THE PIPE 'MTI ROPE BY RE PERSON IF THE RELATIVE COMPACTION, EN DETERMINED R TESTING, FAILS D MEET THE WITIi BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
3. VCP INSTALLATION HOT JOINT COMPOUNDS, SUCH AS COAL TAR, SHALL NOT BE POURED R APPLIED WITHOUT MECHANICAL ADVANTAGE. THE MANDREL SHALL HAVE VANES AT LEAST AS SPECIFIED PERCENTAGE, THE 7RENON SHALL BE RE -EXCAVATED AND RE -COMPACTED. FACILITATE THE JOINT OPRATIONS. AND SHALL BE ONLY R SUFFICIENT SIZE FR THAT %
TO THE LINING, LONG AS THE PIPE DIAMETER. THE MANDREL SHALL BE USED IN STRICT CONFORMANCE PURPOSE IN ORDER THAT BLL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN * a
MATERIALS_ THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PREVENT DAMAGE TO WITH PIPE AND MANDREL MANUFACTURER'S RECOMMENDATIONS. THE MANDREL COMPACTION TESTS WELL BE THE SBE DETERMINED
RESPONSIBILITY. THE NUMBER AND. SX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT R
CONFORMING TO CURRENT ASTM SPECIFICATION C-700 AND SHALL E INSTALLED IN LOCATIONS R THE TESTS STALL E DETERMINED BY THE CITY ENGINEER. bigry
INSTALLED LINING FROM EQUIPMENT AND MATERIALS USED IN R TAKEN THROUGH THE DIAMETER WILL BE CALCULATED USING TUE FOLLOWING FORMULA: THE VARIATIONS IN JOINT CONSTRUCTION. OPERATIONS. `!5
CONFORMANCE WITH THE. PROVISIONS OF SECTION 71 R THE STANDARD SPECIFICATIONS WORK. ip. SEWER PIPE INSTALLATION W
OF THE STATE R CALIFORNIA, DEPARTMENT R TRANSPORTATION, CURRENT EDITION MANDREL DIAMETER = BASE PIPE I.D. -(Y/100 X BASE PIPE I.D.) THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM �
AND THE CURRENT ASTM SPECIFICATIONS C-12. 1.F APPLICATION TO CONCRETE PIPE - SPECIAL REQUIREMENTS. THE UNING WHERE Y = ALLOWABLE DEFLECTION IN % (5%) PRICE PER SHALL
TO
PL NS, NOT E LIMITED CTO EXCAVATION, BEDDING BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. q 9
SHALL BE SET FLUSH WITH THE INNER EDGE OF THE BELL R SPIGOT END OF A PIPE G �.
JOINTS : THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SF400T END SECTION AND SHALL EXTEND TO THE OPPOSITE RD R TO APPROXIMATELY 4. INCHES BASE I.D. = ACTUAL INSIDE PIPE DIAMETER (PROVIDED BY PIPE AND BACKFILL, CUTTING PIPE THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND
WTCOMPRESSOR JOINTS CONFORMING WITIi THE CURRENT ASTIR SPECIFICATION (100 MM) BEYOND THE OPPOSITE END DEPENDING UPON TUE TYPE OF LINING JOINT MANUFACTURR) HANDLING R MATERIALS ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE SPECIAL CASTING NECESSARY TO THE ASSEMBLY, RECTION, AND COMPLETION OF THE �iP
C-425. TO BE MADE WITH THE ADJOINING CONCRETE PIPE. CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES A9�8 X -
THE PIPE AND FITTINGS FOR 6°, 8°, 10", AND 12" SANITARY EWER MAINS MAY THE MANDREL SHALL HAVE AN ODD NUMBER OF VANES WITH SEVEN (7) APPUANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO
BE PLAIN -END WITH COMPRESSION COUPLINGS CONFORMING WITH THE CURRENT ASTM WHEREVER CONCRETE PIPE OR STRUCTURES PROTECTED WITH UNING, MINIMUM. AND PLACING R MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED
SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR RESILIENT JOINTS ON PIPE AND FITTINGS WALL NOT BE DAMAGED. ANY PIPE OR FITTING OR INCORRECTLY CUT.
MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR TITER "MAINLINE" CAST -IN-PLACE STRUCTURES WITH CLAY UNING R CLAY PIPE). THE LINING SHALL E THE MINIMUM LENGTH R TUE CIRCULAR PORTION R THE MANDREL SHALL E WITH A JOINT DAMAGED R FLATTEND WALL CAUSE THAT PIPE R FITTING TOE
BANDSEAL COMPRESSION COUPLING, R APPROVED EQUAL, SHALL B REQUIRED. EXTENDED OVER AND AROUND THE END R THE PIPE AND BACK INTO THE STRUCTURE EQUAL TO THE NOMINAL DIAMETER OF THE PIPE. REJECTED, 16. BORED/JACKED PIPE
FOR NOT LES THAN 4 INCHES (100 MM). THIS PROTECTING CAP MAY BE MOLDED PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES
OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT E LOCKED. INTO THE PIPE. ANY SECTION OF INSTALLED PIPE THAT FAILS THE MANDREL TEST SHALL BE THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED ED IN STRICT
THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOVE OR BUILDING EXCAVATED, RE -BACKFILLED, ECOMPACTD AND RETESTED UNTIL THE MANDREL TEST CASING OR SMOOTH L HAVE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE
CULATERALSNTMAY BE PLAIN -END CWITH-4 COMPRESSION STEEL SS ARRINGS A WITH THE WHORE A PIPE LATERAL NOT ET PLASTIC LINED CONCRETE IS INSTALLED THROUGH ACCORDANCE NS MANUFACTURER'S TRUNK RECOMMENDATIONS. PIPE LAYING STALL BEGIN INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE
( ) CAN BE PASSED. RE -ROUNDING WILL NOT BE ALLOWED. FROM THE DOWNSTREAM RD OF THE TRUNK SEWER R AS DIRECTED BY THE ENGINEER. m
CURRENT ASTM SPECIFICATION C-425. (STAINLESS STEEL SHEAR RINGS ARE NOT LAND CONCRETE PIPE, THE SEAL BETWEEN THE SND PORTION AND THE LATERAL SHALL TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL E BACKFILLED WITH
REQUIRED) BE PER THE MANUFACTURER'S RECOMMENDATIONS. PIPE TRENCH CLASSIFICATION. PVC PIPE SHALL BE INSTALLED PER CIN STANDARD PIPE LAYING STALL PROCEED WITH EACH PIECE LAID TRUE TO UNE AND GRADE, AND IN SAND. IF THE PIPE AND CASING ARE INSTALLED BY BRING, THE SPACE AROUND THE
UND CONCRETE PIPE MAY BE CURD BY STANDARD CURING METHODS. S-39, AS MODIFIED ON THE CONTRACT PLANS COMPACTION ABOVE THE PIPE ZONE SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE CASING ALSO SHALL BE BACKFILLED WITH GROUT R SAND. THE ENDS OF SPACE
4. ABS PIPE INSTALLATION SHALL BE AS SHOWN ON THE PLANS. AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES;THE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH ROUT. THE STRENGTH
CARE SHALL BE EXERCISED IN HANDLING, TRANSPORTING AND PLACING LINPIPE
PROGRESSES;INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY R PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VRTCAL
TO PREVENT DAMAGE TO THE LINING. NO INTERIOR HOOKS OR SLINGS SHALL BE USED DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION R THE TRENCH OR THE
MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT Z TRENCH EXCAVATION LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS
ASTM SPECIFICATIONS D-2680 AND D-2751. PIPE AND FITTINGS SHALL BE HOMOGENEOUS IN LIFTING PIPE. ALL HANDLING OPERATION STALL BE ORE WITU AN EXTERIOR SLING OR WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROBES, OPER ENDS OF STALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE
WITH A SUITABLE FORK LIFT. PIPE AND FITTINGS SHALL BE CLOSED.
THE EXCAVATOR TH TRENCHES OF PIPING LAID IN THE ROUND SHALL BE IN
THROUGH OUT AND REE FROM RACKS, HOLES, FOREIGN INCLUSIONS R OTHER NTH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO
INJURIOUS DEFECTS. FITTINGS SHALL BE IGS RE MOLDED AND SHALL BE INSTALLED R PIPE HAVING A 360' LINER COVERAGE, THE LONGITUDINAL EDGES OF THE REN -CUT FROM THE SURFACE OF THE GROUND EXCEPT ARD BORING IS REWIRED. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF
IN LINE ON NEW PIPELINES CUT -IN FITTINGS ARE NOT PERMITTED. SHEET SHALL BE BUTT WELDED. WHEN PIPE TUBES ARE FURNISHED, THESE ARE THE TRENCHES SHALL BE FO WIDTH AS SHOWN ON STANDARD 5-39 AND DETAILED FACILITATE THE JOINT OPERATORS, AND SHALL BE ONLY R SSIZE FHAAT
SHR -WEEDED JOINTS. SECTORS R THE PLANS FOR PROPER PIPE INSTALLATION. PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED,CATED, N NOT MORE THAN
THAN BORING/JACKING OPERATIONS PRIOR TO BRING OR JACKING.-
JOINTS : USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL B NO PIPE WITH DAMAGED LINING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN SIX (6) HOES SHALL BE EXCAVATED AHEAD R ACTUAL PIPE LAYING, ON ACCOUNT OF BRING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER,
THE HOES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. m
IN ACCORDANCE WATH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE REPAIRED TO THE SATISFACTION R THE ENGINEER. CONSISTENT WITH CURRENT ACCEPTED PROCEDURES WATER BRING SHALL NOT BE z
CONNECTS TO VR, USE COUPLINGS APPROVED BY THE CITY R BAKERSFIELD. PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE IT IS THE INTENTION R CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK R CUTTING PIPE AND PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUR PRECISION THAT NULL o
1:G FIELD JOINTS IN LINING FOR CONCRETE PIPE. THE JOINT BETWEEN THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION R THE
ALLOW THE REPLACEMENT R THE PIPELINE TO THE UNE AND RADE AS INDICATED ON .
INSTALLATION : PIPE AND FlCNGS SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R LINED PIPE SHALL BE PREPAID IN THE FOLLOWING MANNER: WORK. ALL PIPE SHALL B CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES THE PLANS w
THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLAS I, II, AND III EMBEDMENT IF REQUIRED, THE INSIDE JOINT SHALL BE FILLED ED AND CAREFULLY POINTED WITH CONTRACTOR SHALL PRS. E TRENCHING IN ACCORDANCE ILLI THE DETAILED SECTIONS THE CONTRACTOR SHALL N RESPONSIBLE D THE ANY
MATERIALS
R CUTTING AND NO a
MATERIALS NULL BE CONSIDERED SUITABLE IF
MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, PROVIDED PI THE PLANS. SELECTION U HON. TYPES VAIN BE AS REQUIRED UI THE ADDITIONAL COMPENSATOR WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED UPR COMPLETION OF THE INSTALLATION R THE CASING AND INSTALLATION OF THE
EXTEND INTO THE PIPE BEYOND THE STRAIGHT UNE CONNECTING THE SURFACES R THE TYPES OF PIPE SELECTED T CI CONSTRUCTION. STORM GRAIN AND UTILITY CONDUIT R INCORRECTLY CUT. SIDELINE TO RADE, Y VOID BETWEEN THE CASING R RC PIPE AND THE EXCAVATOR
INSTALLATIONS STALL MEET CITY STANDARD 5-39. PIPELINE TESTING. ALL SEWERS SHALL LL TESTED UC TIGHTNESS WHEN COMPLETED SHALL Q COMPLETELY FILLED WITU SAND, COMPACTED BY THE USE CHAIR -BLOWING
5. PVC PIPE INSTALLATION ADJACENT PIPE SECTIONS
MATERIALS : PIPE AND FITTINGS SHALL MET THE REQUIREMENTS OF THE CURRENT TRENCH LINES SHALL MET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. AND READY FOR SERVICE TESTING STALL BE CONDUCTED IN ACCORDANCETHEWITH THE SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS
ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS PIPE JOINTS MUST BE DRY BEFORE LINING JOINTS ARE MADE UNIFORM PLUMBING CEDE AIR TEST METHOD UPC EC, 378-6(4), R THE WATER APPROVAL
THROUGHOUT AND REE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER ALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING EL BRACING AND SHORING EXRLTRATION TEST R AIR PRESSURE TEST PER SECTION 306-1.4, "TESTING PIPELINES"
INJURIOUS DEFECTS. FITTINGS STALL BE INJECTION MOLDED AND SHALL BE INSTALLED SURFACES ADJACENT TO THE PIPE JOINT, LEAVING THEM CLEAN AND DRY. OF THE 1994 EDITIONS "STANDARD SPECIFICATIONS" FOR PUBLIC WORKS CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBNTY TO MAINTAIN A SAFE OPERATION AT ALL
OR
IN LINE ON NEW PIPELINES, CUT -IN FITTINGS ARE NOT PERMITTED. FIELD JOINTS IN THE LINING AT PIPE JOINTS MAY BE EITHER OF THE FOLLOWING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS AND AND CHAPTER 1.3 OF THE CITY R BAKRSFIELD SUBDIVISION DESIGN MANUAL, AND THE UNREASONABLE S OUGHINGEOFHEADING MATERIAL WH CHONS MAY JEOPARDIZE THETIMES. SHOULD THE RESULT INROUS SAFETY OF
JOINTS : USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY R JOINTS SHALL REGULATIONS OF THE STATE DIVISION R INDUSTRIAL SAFETY. IF THE CONTRACTOR PIPE SUPPLIER'S REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24
BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE DESCRIBED TYPES: WORKERS OR THE STABILITY R THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR
DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA SAFETY, A HOURS PRION TO ANY TESTING. SHALL FURNISH AND INSTALL BREASTBOARDING AND/R FACE CLOSURE WITH
CONNECTS TO VCP PIPE, UFI C GS SHAL APPROVED LE THE CITY OF CE WITH LTD. TYPE P A TUE JOINT SHALL BE MATE 14TH A SEPARATE 4 DINT TRIP S A THE L TER CIVIL ENGNER 10 TIE STATE DIVISOR R INDUSTRIAL THA OFJUSTIFYINGESECLEANING PIPE LINES CAE STALL IG EXERCISED IN LAYING OF PIPE ONES TO o
INSTALLATION : PIPE AND FITTINGS STALL . INSTALLED IN ACCORDANCE WITH CONT STRIP AND IVC WELDING STRIPS. THE 4 -INCH (100 -MM) WELD STRIP SHALL BE THE ALTERNATE AND
ON E USED. FAILURE TO COMPLY WITH ANY AT THESE EXCLUDE DIRT AND ANY ENDS FOREIGN MATERIAL ABLY YMED PIPE LAYING IS INTERRUPTED, SUFFICIENT JACKS BE INHIBIT THESUM SLOUGHING AND/OR CLOSING E WORK FACE
THE CURRENT ASTM SPECIFICATIONCONSIDERED
S D-2321. ONLY CUSS I, II, AND III EMBEDMENT CENTERED OVER THE JOINT, HEAT -SEALED TO THE UNING THEN WEED ALONG EACH RULES ORDERS AND BEQULATIO SHALL BE COMPENSATION
F CAUSE FOR THE STATE THE AS AT NIGHT, THE PIPE RDS SHALL BE SUITABLY CLOSED. UPR COMPLETION, AND THE CONTRACTOR, BEFORE RESUMING WORK, STALL FURNISH THE ENGINEER WITH A
MATERIALS PALL BE CONSIDERED SUITABLE. EIDE TO ADJACENT ST LINER LLSHEETS
LAP WITH A 1 -INCH (25 -MM) WELD STRIP. THE H (13 TO IMMEDIATELY Y SUSPEND ALL WORK. COMPENSATION FR LOSES INCURRED BY THE BEFORE PLACING INTO SERVICE, ALL LINES STALL BE FLUSHED AND S, EQUIPMENT,
TO DETANY AND
PLAN OF RECEDING METH THE NRK, FOR HIS REVIEW AND APPROVAL
1.
(700 -MM) JOINT STRIP SHALL LAP OVER EACH STET A MINIMUM OF 1/2 INCH (13 CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING REMOVE ANY DIRT R FOREIGN MATERIALS WI11R WOULD CLOG PUMPS, EQUIPMENT, ANY AND ALL EXPENSES THEREFORE WILL E CONSIDERED AS INCLUDED IN THE BID
6. REINFORCED CONCRETE PIPE WITH PVC UNING MM). BACKFILLING, THE BOTTOM R THE SHORING SHALL BE KEPT ABOVE THE LEVEL R THE SPRAY HEADS ETC. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE.
TYPE P-2: THE JOINT SHALL BE MADE WITH A JOINT FLAP WITH LOCKING BACKFILL AT ALL TIMES FOREIGN MATERIAL FROM BEING RUSHED INTO AN EXISTING SEWER LINE. 17. MINOR STRUCTURES
REINFORCED CONCRETE PIPE WITH PVC LINING SHALL MEET THE FOLLOWING SEWER LATERALS. SEWER LATERALS SHALL CONFORM TO THIS IN EVERY REGARD.
EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY 4 INCHES (1W MM) BEYOND SECTION 6422 R THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT EXISTING SEWER LATERALS SHALL BE LOCATED BY THE CONTRACTOR AND CONNECTED TO
REQUIREMENTS: - MINOR STRUCTURES. SIG PORTLAND CEMENT CONCRETE MINI STRUCTURES SHALL
I.A. MATERIALS. REINFORCED CONCRETE PIPE (RCP) SHALL BE EITHER CLAS IV THE PIPE END. THE JOINT FLAP STALL OVERLAP THE LINING IN THE ADJACENT PIPE TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN R SHORING, BRACING, AND COUPLINGS
A R RECONSTRUCTED FOR
ACCORDING TO TUE PLANS COMPRESSOR CONFORM, IN BSI, MATERIALS, ST AND CONSTRUCTION, TO THE PROVISIONS R
RECTION A MINIMUM R 1/2 INCH (13 MM) AND BE HEAT -SEALED IN PLACE PRIOR SIRING R OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE COUPLINGS MAY BE UTILIZED FOR CONNECTING TO EXISTING LATERALS. POSITIVE RADE
OR CLAS V WITH WALLS 02 R "C`. RCP SHALL E SH ASTM C 76 FOR STRENGTH, SECTORS 7. MAN H R SHE STANDARD STO THE CITY AND TIRE SPECIAL
TO WEEDING. THE FIELD JOINT STALL BE COMPLETED BY WELDING THE FLAP TO THE GE WORKER PROTECTION FROM THE HAZARD R CAVING ROUND DURING THE TO THE TRUNK SEWER SHALL BE MAINTAINED AND INVERT GRADES SET AS CALLED ON
ASTM C 361 D NEON 0302 EXCEPT TEST PRESSURE SHALL BE 5 PSI FOR RUBBER PROVISIONS MANHOLES STALL CONFORM O THE CIN CI BAKERSFlED STANDARDS
GASKETS AND LINER TESTS IN ACCORDANCE WITH THE FOLLOWING PARAGRAPHS. PIPE UNING OF THE ADJACENT PIPE USING 1 -INCH (25 -MM) WED STRIP. EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION R THE PROJECT. IF THE PLANS SEVER WYES SHALL BE INSTALLED ON THE TRUNK IN ACCORDANCE NTH S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFlED �
SHALL BE WET CAST, VIBRATED AND STEAM OR WATER CURED. JOINTS SHALL E BELLCARE SHALL BE TAKEN TO PROTECT THE FLAP ROLA DAMAGE EXCESSIVE TENSION SUCH PLAN VARIES FROM TUE SHORING SYSTEM STANDARD ESTABLISHED BY TUE TUE PIPE MANUFACTURERS RECOMMENDATIONS. PAYMENT FOR SEWER LATERALS WILL BE
CONSTRUCTION SARK ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A PAID AS SEWER FOR THE APPROPRIATE DIAMETERS. STANDARD 5-12. TEMPORARY INLET RALES SHALL CONFORM TO DETAILS ON THE (n
AND SPIGOT DESIGN WITIi A CONTAINED 0 -RING GASKET. AND DISTRTION IN BENDING BACK THE FLAP TO EXPOSE THE PIPE JOINT DURING LAYING PLANS. Q
RES SE FFE CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE it. SYSTEM TESTING J Z
PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER 360' AND JOINT MORTARING SHALL E EQUIRED. AT TEMPERATURES BELOW 50 F(10 C), LESS EFFECTIVE IHR THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE IL_O
OF THE PIPE. ALL WORK FOR AND IN CONNECTION THE INSTALLATION R THE HEATING R THE LEDER MAY BE REWIRED TO .VOD DAMAGE. PRONIBIIID R THIS PROJECT.
LINING IN CONCRETE PIPE AND FIELD SEALING AND WELDING R JOINTS SHALL BE DRE IN ACCORDANCE WITH THE CITY R BAKERSFlED SUBDIVISION MANUAL AND THE STRENGTH REQUIREMENT OF ASTM. ('x476. EACH SUCCESSIVE MANHOLE SECTION SHALL
IN STRICT CONFORMITY WITH ALL APPLICABLE SPECIFICATIONS INSTRUCTIONS AND THE JOINT FLAP R STRIP ON BEVELED PIPE SHALL BE TRIMMED TO A WIDTH 9. TRENCH BACKFILL RECOMMENDATIONS OF THE MANUFACTURER. BE SET ON A BED R PROBAND CEMENT ROUT. OR "KENT SEAL, TO MAKE A Z
RECOMMENDATIONS OF THE LINING MANUFACTURER, LINER SHALL MEET THE FOLLOWING (MEASURED FROM THE END OF THE SPIGOT) R APPROXIMATELY 4 INCHES (100 MM) PRIOR TO FINAL ACCEPTANCE, ALL EWER LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET o < Q
REQUIREMENTS FOR THE ENTIRE CIRCUMFERENTIAL LENGTH R THE UNING. TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN FOR THIS PURPOSE THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN PLUMB cc V
1.8. PHYSICAL PROPERTIES OF LINER. N. ALL PLASTIC UNPLATE SHEETS, WELDING ALL WELDING OF JOINTS IS TO BE IN STRICT CONFORMANCE WITH THE ADVANCE OF PIPE LAYING OPERATORORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTION
S OR TWO HUNDRED (200) FEET TO THE REAR 18. ADJUST SURVEY MONUMENT ENCASEMENTS
STRIPS AND OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWING PHYSICAL PROPERTIES SPECIFICATIONS AND INSTRUCTIONS R THE UNING MANUFACTURER. THEREOF, UNLESS OTHRWIE PERMITTED BY THE ENGINEER. SHALL BE WITNESSED BY THE GINS CONSTRUCTION INSPECTION, WHO WILL ALSO INITIAL AND DATE THE p LL
WHEN TESTED AT 77F t5 (25'C t3 ). WELDING SHALL FUS BOTH SHEETS AND WELD STRIP TOGETHER TO PROVIDE A `CHAIN R CUSTODY FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY R ANY PIPE LOCATIONS SURVEY MONUMENT AND FRAME AND COVER ANTI ENCASEMENTS SHALL BE ADJUSTED OR H' m
CONTINUOUS JOINT EQUAL IN CORROSION RESISTANCE AND IMPERMEABILITY TO THE LINER ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS R THE STANDARD REVEALED RI BE NOT IN COMPLIANCE WITH THE SPECIFlCATORS. A DECIDED VITEO CASSETTE, THE INSTALLED NEW TO FINISH RADE AT TUE LOCATIONS SHOWN ON TUE PLANS, IN Z w U
PROPERTY ICBIIAL (QAR. 1.CT PLATE. SPECIFICATIONS, DATED JULY, 1992. BEDDING CLAS SHALL BE AS SPECIFIED IN THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ACCORDANCE WITH THEE SPECIAL PROVISIONS, AND CITY STANDARD S-29. Js m 0 W
TENSILE STRENGTH 2200 PSI .MIN. 2100 PSI MIN. PIPE OPTIONS. STORM DRAIN AND UDUTY CONDUIT INSTALLATIONS SHALL BE IN ON THE STATIONING OF THE APPROVED PLANS, R ALL CONNECTED LATERALS) OF THE INSPECTOR ® 0.
(15 MPA MIN.) (14.5 MPA MIN.) JOINEDT-AIR WELDING AT A TEMPERATURE BETWEEN 500LS SHAU. VIDAN EFFLUENT AIR (260A D 316 C)THE 5 TOE ACCORDANCE WITH CITY STANDARD ST -22, EXCEPT THAT COMPACTION SHALL BE NO LES SHALL BE PROVIDED FOR VIEWING, AND SHALL BE APPROVED BY TUE CITY ENGINEER PRIOR TO MINIMUMSURFACE
THREEA CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FORA z G r
ELONGATION AT SHORE DUROMEIEREATYPE D 1 SEG MIN. 200% MIN WELDING TOOLS SHALL BE HELD APPROXIMATELY 1/2 INCH (13 MM) FROM AND MOVED THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30'7 FROM FINISHED RADE. ACCEPTANCE. AFTER ACCEPTANCE THE VIDEO CASSETTE SHALL BECOME THE PROPERTY R THE CITY. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM R W l y
BACK AND FORTH OVER THE JUNCTION OF THE TWO MATERIALS TO BE JOINED. THE BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED 12. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL EVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR in ad
(WITH RESPECT TO INITIAL TEST RESULT) 10 -EC. 35-50 t5 WELDING TOOL SHALL BE MOVED SLOWLY ENOUGH AS THE WELD PROGRESSES TO CAUSE LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23 DEGREES ABOVE THE PROTECTION R THE CONCRETE SURFACE FROM PUBUC TRAFFIC SHALL BE REDUCED TO
TWELVE TO INCISES SIMULTANEOUSLY, ON EACH SIDE GN THE PIPE, IN SUCH A MANNER Z
WEIGHT CHANGE 11.5 �SMHE �D�RP MOLTEN MATERIAL TO BE NIBBLE ALONG BOTH EDGES AND IN FRONT AS NOT 1D DAMAGE R DISTURB THE PIPE R ITS ALIGNMENT AND RADE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. A MINIMUM OF RE DAY. Q
TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE WITH ASTM ALL LATERALS SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS EXTENDING A MINIMUM TUE MONUMENT WILL BE ET BY OIHERS. THE OWNER WILL PROVIDE SURVEYS. W
D412 USING DIE B. WEIGHT CHANGE SPECIMENS SHALL E 1 -INCH (25 -MM) BY THE FOLLOWING SPECIAL REQUIREMENT SHALL APPLY WHEN THE LINER COVERAGE IS BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE REE OF DELETERIOUS MATERIALS OF 4' BEYOND TUE PROPERTY LINE R RMT -OF -WAY LINE WITH 30" OF COVER AT FLOW UNE CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED.
3 -INCH (75 -MM) SAMPLES. SPECIMENS FOR TESTING OF INITIAL PHYSICAL 360 DEGREES: AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN REALEST DIMENSION AND SURFACE MARKERS FOR EWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE R ANY MONUMENT FRAME R COVE DAMAGED BY THE CONTRACTOR R HIS OPERATIONS LU F
PROPERTIES MAY BE TAKEN FROM LINER PLATE SHEET AND WELDING STRIP AT ANY WHEN GROUNDWATER IS ENCOUNTERED THE UNING JOINT SHALL NOT BE MADE UNTIL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER RIGHT-OF-WAY LINE AS SHOWN IN THE "SEWER LATERAL MARKER" DETAIL, C.O.B. SIO. DET. SW -1. SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 3:: O
TIME PRIOR TO FINAL ACCEPTANCE OF THE 'WORK. PUMPING R GROUNDWATER HAS BEEN DISCONTINUED FOR AT LEAST THREE DAYS AND SHALL BE THOROUGHLY COMPACTED BY VIBRATORY R MECHANICAL TAMPING, OR BY A LATERALS SHALL BE A MINIMUM R 5.0' DEEP AND A MAXIMUM R 7' DEP AT PROPERTY LINER Z�
LINER PLATE LOCKING EXTENSIONS EMBEDDED IN THESE IN CONCRETE SHALL WITHSTAND A NO VISIBLE LEAKAGE IS EVIDENT AT THE JOINT. COMBINATION ESE METHODS. ROWING AND JETTING SHALL NOT BE ALLOWED. �j,)
TEST PULL OF AT LEAST 100 POUNDS PER LINEAR INCH (1800 KG/M), APPLIED WHEN WELDING THE DOWNSTREAM SIDE R R
A JOINT STRIP OR AP, DO NOT WELD THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION RIGHT-OF-WAY UNE AND A MINIMUM OF 25' DER AT BOWLINE N N
PERPENDICULARLY TO THE CONCRETE SURFACE FOR A PERIOD R ONE MINUTE, WITHOUT 6 TO 8 INCHES (150 TO 2W MM) AT THE PIPE INVERT TO PROVIDE RELIEF OF ABOVE THE PIPE ZONE MILL BE ALLOWED. UND MANHOLES
RUPTURE R THE LOCKING EXTENSIONS R WITHDRAWAL FROM EMBEDMENT. THIS TEST POTENTIAL FUTURE GROUNDWATER BUILD-UP. THE CRD HOLE SHALL BE APPROXIMATELY 3 INCHES REALER THAN THE OUTSIDE E
IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS
SHALL BE MADE AT A TEMPERATURE OF 70' - 80' F(21' - 2T C) INCLUSIVE. 1.H. APPLICATION TO CAST -IN-PLACE CONCRETE STRUCTURES -SPECIAL BEDDING AND BACKFILL METRIAL SHALL B DISPOSED, BY ANY LEGAL MEANS AT THE DIAMETER OF THE CONNECTING LINE. THE CRD HOLE STALL E DESIGNED TD WT A ® 9
ALL PLASTIC UNER PLATE SHEETS, INCLUDING LOCKING EXTENSIONS, ALL JOINT, REQUIREMENTS LINER SHEETS SHALL BE CLOSELY FITTED AND PROPERLY SECURED TO DISPOSAL OF THE CONTRACTOR. HOLE WITH MINIMUM DAMAGE TO HASP REINFORCING STEEL. PIPE OR PLASTIC LINER.
CORNER AND WELDING STRIPS SHALL BE REE R CRACKS, CLEAVAGES OR OTHER DEFECTS THE INNER FORMS SHEETS SHALL BE WT TO FIT CURVED AND WARPED SURFACES qq
ADVERSELY AFFECTING THE PROTECTIVE CHARACTERISTICS OF THE MATERIAL THE USING A MINIMUM NUMBER OF SEPARATE PIECES. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF PRIOR TO THE INSTALLATION OF THE PVC BOOT ON TUE CONNECTION, PLASTIC LINER ® X
ENGINEER MAY AUTHORIZE THE REPAIR OF SUCH DEFECTS BY APPROVE METHODS. UNLESS OTHERWISE SHOWN ON THE PLANS„ THE UNING SHALL BE RETURNED AT IN-STU MATERIALS.
AROUND 111E PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER <'
THE UNING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL LEAST 3 INCHES (75 MM) AT TUE SURFACES OF CONTACT BETWEEN TUE CONCRETE MANUFACTURE'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED
HAVE AN ELONGATION SUFFICIENT TO BRIDGE UP TO 1/4 -INCH (6 MM) ETCHING STRUCTURE AND ITEMS NOT R CONCRETE (INCLUDING MANHOLE FRAMES, GATE GUIDES, ACHIEVING FIRM BDOD BELOW PIPE SPRINGUNE CONTRACTOR STALL PROVIDE "FIRM TO THE PVC BOOT WITH SIKA A PRIMER AND SKA RIX 1A SEALANT R AN APPROVED
CRACKS, WHIR MAY OCCUR IN THE PIPE OR IN TUE JOINT AFTER INSTALLATIONS, CLAY PIPE R RICK MANHOLES AND QAY OR CAST IRON .PIPES). THE SAME BODING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT EQUAL
WITHOUT DAMAGE TO THE LINING. PROCEDURE SHALL BE FOLLOWED AT JOINTS WHERE THE TYPE R PROTECTIVE LINING IS THE PIPE MUST REST ONTHE RANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE THE PVC BOOT SHALL E ORDERED SO IT YELL FIT SNUGGEY 0 THE OUTSIDE WALL R �
I.C. CHEMICAL RESISTANCE R UNER.x AFTER CONDITIONING TO CONSTANT CHANGED R THE NEW WORK IS BUILT TO JON EXISTING UNLINED CONCRETE. AT EACH SPECIFICATIONS. TIDE CONNECTION. L _
WEIGHT AT 110 F(43 C), TENSILE SPECIMENS AND WEIGHT CHANGE SPECIMENS SHALL RETURN, THE RETURNED LINER SHALL BE SEALED TO THE ITEM IN CONTACT MIH THE KOOW WI18tS A,P.IOW.
BE EXPOSED TO THE FOLLOWING SOLUTIONS FOR A PERIOD R 112 DAYS AT 77' F t5 _ PLASTIC-UNED CONCRETE. IF THE LINER CANNOT BE SEALED NTH ADHESIVE BECAUSE BELL R COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THE PVC BOOT AND WELD SCRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER CalI before OU digPLINGS. DURING. �
TUE PLASTIC LINER MANUFACTURER'S RECOMMENDATION.
(25' C t3 ). OF THE JOINT AT THE RETURN REGULATIONS, THE JOINT SPACE SHALL E DENSELY CNG TOO WIDE OR OAULKED NTIGH OR ALEAD USE OWOOL OR OTHER BEDDING AND BACKFlWNG,F SAFETY THAT NO PART OF THE ACONSOLIDATIOD IS N OF MATERIAL AROUND BY THE BELLS OR OAND UNDER BELLS THE CONNECTION UNE SHALL BE CENTRED IN THE CORD HOLE ANBD PLACED SO IT IS g W
SHALL BEAT BREMOVED FROM EACH R THE -DAY INTERVALS, TENSILE ECHEMICACIMENS LNSOLUTIONS D WEIGHT CAND TESTED N SPECIMENSANGE APPROVED CAULKING MATERIAL TO A DEPTH OF 2 INCHES (50 MM) AND FINISHED AND COUPLINGS SHALL BE AVOIDED. BUSH MTI THE INSIDE WALL R THE RCP.
ACCORDANCE WITH SECTION 7-2.03(1.8) PARA. 2 ABOVE. IF ANY SPECIMEN FAILS TO WITH A MINIMUM OF 1 INCH 925 MM) R AN APPROVED CORROSION RESISTANT THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMRON, INC. R .L AN EQUAL I .Z-6578 PI L.� I (� J
MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETION OF THE 112 -DAY EXPOSURE, MATERIAL APPROVED BY THE CIN ENGINEER. ILL
THE MATERIAL WILL B SUBJECT TO REJECTION.
CITY RECORDS NO: 0 11
HAWRSMOOR ST.
PER SEPARATE PIANS l r
o g
I¢OR
J 1 mi 1 l o + 1 1+
=UV m '' ; �^ n G Z^ off' Z^
PIPE TABLE SEWER LATERAL TABLE
J�R/W 23.3�aa PIPE SIZE BEARING LENGTH SLOPE LINE g LENGTHBEARING ( )
+Do
F/L.�-' OD P1 6" N00'3529"E 190.00' 1.32% L5 66.11 S59' 55' 43.96"E
10+ - -�i -L 1 1L6 59.91 S86' 13' 45.12"E
1 o o P1 - F --- _ t cB L3 Z6 `.1 P2 6" N06'53'54"E 166.00' 0.50% L7 n.56 sss' S5' a3s6°E
/L - -
P2 s 2 - \WFR 5T' P3 6" N72'34'55"E 59.07 1.00%
�_ 0 1'Sp'BZA2. L8 12.67 S33' 55 41.43"W
a ZR�,1 ��. �'t rc-____..� f
L9 72.87 572' 01' 11.48`W
STA pl
o
VR/
o j L10 81.62 N33' 55' 41.43"E M i q ll m II \ ar a
m STA. 13+77.25, EWER 31.87' RT. FA
K rLL' a Im ii1 .� 0 Z OJ
00 X
iwo w zdo�s' d d+ is±'vgy�iim4d rco +-gI (3w o� CENTER CUL-DE-SAC ' z
++ gSTA. 14+626 a 2 CL
+A 1577'
56 ¢3 ¢p
29.49' wm
zg �II w m rc 4 ddl aN Olid
m LINE TABLE CURVE TABLE a e
' I m 21.44' 20.52' Ill o P
LINE ,y LENGTH BEARING CURVE RADIUS LENGTH TANGENT DELTA
C1 130.00' 11:58' 5.79' 51X691°
n L1 180.23 NO' 35' 26.68'E `
L2 105.52 N5' 41' 3&13"E C2 130.00' 1 10.81' 1 5.41 445'49° a
L3 72.26 NO' 55' 49.02'E V.
- OUR
PER SEPARATE PLANS EIFFEL PLACE
b,
L4 8222 S89' 24' 33.12"E
(STA. 9+95.00 C.L. TO 14+62.61 C.L.) a "'
SCALE 1" = 56 HORIZONTAL n >
I* = 5' VERTICAL . w o E; 's
358
356
354
352
350
348
346
344
342
340
338 EX. EWER
336 __
334
332
EX.. UW. 18" RAIN
330
328
326
9+50 10+00 11+00
358
356
354
352
350
348
346
344
342
340
338
-- 336
- 334
332
330
328
326
15+00
12+00
13+00
14+00
LEGEND:
ABBREVIATIONS
CL CENTERUNE SMH SEWER MANHOLE ---�
CONSTRUCT STORM DRAIN PER CITY STANDARDS
NOTES : 1)
ALL CATCH BASINS ARE TO BE TYPE °A"
ER OU
INV INVERT SCO SEWCLEANOUT
NTH 3.5' OPENINGS PER C.O.B. STD. D-14
SO STORM DRAIN SOMI STORM DRAIN MANHOLE
0
CONSTRUCT STORM DRAIN
UNLESS OTHERWISE NOTED.
MH MANHOLE EX/IXST EXISTING
MANHOLE TYPE "A° PER C.O.B. SID. SW -4 & SW -5
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
CB CATCH BASIN ELEV ELEVATION
UNLESS OTHERWISE NOTED.
SCALE: 1" = 50'
JB ,BNCTIOLN BOX R/W RIGHT OF WAY
-IT,CO
CONSTRUCT CATCH BASIN
TYPE °A° PER CO.B. SID. D-14.
I
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G&G CURB & GUTTER FOC FACE OF CURB
a
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SECTION LETTE R
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_ _
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SHEET WHERE SECRON IS SHOM
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CONSTRUCTION NOTES
® CONSTRUCT SEWER MANHOLE
._
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O
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LEGEND:
ABBREVIATIONS
CL CENTERUNE SMH SEWER MANHOLE ---�
CONSTRUCT STORM DRAIN PER CITY STANDARDS
NOTES : 1)
ALL CATCH BASINS ARE TO BE TYPE °A"
ER OU
INV INVERT SCO SEWCLEANOUT
NTH 3.5' OPENINGS PER C.O.B. STD. D-14
SO STORM DRAIN SOMI STORM DRAIN MANHOLE
0
CONSTRUCT STORM DRAIN
UNLESS OTHERWISE NOTED.
MH MANHOLE EX/IXST EXISTING
MANHOLE TYPE "A° PER C.O.B. SID. SW -4 & SW -5
2)
ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
CB CATCH BASIN ELEV ELEVATION
UNLESS OTHERWISE NOTED.
SCALE: 1" = 50'
JB ,BNCTIOLN BOX R/W RIGHT OF WAY
-IT,CO
CONSTRUCT CATCH BASIN
TYPE °A° PER CO.B. SID. D-14.
MC DEQ �]$�j $L�A]�:
50' 25' 0' 50' 100'
G&G CURB & GUTTER FOC FACE OF CURB
PA PROPERTY UNE AL FLOWUNE
O
CENTERUNE MONUMENT
SECTION LETTE R
i:O.M. 363.22 NOP OL MANHOLE/TOP OF CLEANOUT ELEVATION
_ _
CENTERLINE
- _ - - -
- 2
_.
_. _.. -- -_-
DUSTING SEWER UNE
SHEET WHERE SECRON IS SHOM
-s-CONSTRUCT SEWER PER CITY STANDARDS _...
_.- ...
_... EXISTING STORM DRAIN UNE
CONSTRUCTION NOTES
® CONSTRUCT SEWER MANHOLE
._
EXISTING SEWER MANHOLE
TYPE "A" PER C.O.B. SID. SW -4 AND SW -5.
O
REMOVE EXISTING .SEWER CLEANOUT
_
EXISTING SEWER CLEANOUT
& INSTALL SEWER MANHOLE
0 CONSTRUCT SEWER CLEANOUT
-
EXISTING DRAIN MANHOLE
CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION
PER C.O.B. SRI. SW -6.
2
OF EXISTING SEWER AND STORM DRAIN LINES BEFORE
CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
Know what's below.
Call before you dig.
HAWKSMOXR STREET MACLURE DRIVE PER
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CORTIAU LANE
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SCALE: 1" = 50' HORIZONTAL
1' = 5' VERTICAL
360
LEGEND ONS
CENTERUNE SMH
SEWER MANHOLE
INV
INVERT SCO
SEWER CLEANOUT
SO
358
STORM DRAIN MANHOLE
MH
MANHOLE EX/EXST
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CB
CATCH BASIN ELEV
ELEVATION
356
JUNCTION BOX R/W
RIGHT OF WAY
lc
CURB & CUTTER FOC
FACE OF CURB
PA
PROPERTY UNE FL
354
T.O.M• 0.3
TOP OF. MANHOLE/TOP OF
CLEANOUT ELEVATION
5
CONSTRUCT SEWER PER CITY
STANDARDS
®
CONSTRUCT SEWER MANHOLE
18"
TYPE 'A' PER C.O.B. SID.
352
®
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8"
SOO.35'27°W
40.63'
0.35%
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MANHOLE EX/EXST
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STANDARDS
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®
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11+00
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PHASE/UNIT UNE
13+00
CONSTRUCT STORM DRAIN PER CITY STANDARDS
CONSTRUCT STORM DRAIN
MANHOLE TYPE "A" PER CAB. S7D. SW -4 & SW -5.
CONSTRUCT CATCH BASIN
TYPE "A" PER C.O.B. STD. D-14.
CFNTERUNE MONUMENT
CENTERLINE
EXISTING SEWER UNE
EXISTING STORM DRAIN UNE
EXISTING SEWER MANHOLE
EXISTING SEWER CLEANOUT
EXISTING DRAIN MANHOLE
PIPE TABLE
PIPE
SIZE
BEARING
LENGTH
SLOPE
P7
8"
SOO'35'27 W
40.18'
0.35%
P2
6"
S00'35'27W
138.91'
1.007
P3
6"
NOO'35'27"E
111.47'
-1.00%
P4
6"
N00'35'27"E
30.00'
-1.00%
P5
18"
S89'24'33"E
50.00'
0.10%
P6
18"
589'24'33"E
36.00'
0.10%
P7
8"
SOO.35'27°W
40.63'
0.35%
NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A"
WITH 3.5 OPENINGS PER O.O.B. STD. D-14
UNLESS OTHERWISE NOTED.
2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS
UNLESS OTHERWISE NOTED.
SECTION DESIGNATION:
SECTION tETiER�
SHEET WERE SECTION IS SHOWN 2
CONSTRUCTION NOTES
Oj REMOVE EXISTING SEWER CLEANOUT
& INSTALL. SEWER MANHOLE
O2 CONTRACTOR TO VERIFY LOCATION AND INVERT ELEVATION
OF EXISTING SEWER AND STORM DRAIN LINES BEFORE
CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES.
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
A SECTION A
4 SCALE: 1" = 50' HORIZ.
= 5 VERT.
360
358
356
354
352
350
348
346
344
342
340
338
336
334
332
330
328
326
SCALE: 1" = 50'
50' 25' O' 50' 100'
Know whars below.
Cal before you dig.
1.2-6578 Ph 9
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1.2-6578 Ph 9
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