|
I.)e Culpove.-nent
<br />beta: c excovo�/ny -
<br />Rlrn
<br />'eothc; ,v;;ewe neae55ar-y
<br />Ex/stiny Pavement
<br />W1 11 = 1- 1T�= -9
<br />til 110 ik& 95-- reiohve compccfla-�
<br />-1111 1
<br />uu� 1=1 II Compact;n l2"max to ye r5
<br />nylllf too m/nlmum reiative
<br />� ; `' compccfion or 9. ;
<br />II �.
<br />II E`
<br />ug Compa !, l2"
<br />C. r5 t
<br />D *
<br />12' min_ _
<br />_ D f 18` mOX III L � O /T!/nlmUm /-G IO Il VC
<br />'liS1YY1 j' ComPoc;•io;? or 7`l.' %
<br />QM
<br />n,l
<br />NI Compact /n &"layers to
<br />1 "" ; I o m/nin7Urn relotive
<br />comooci-ion o- 135 0
<br />f-lOnd Comp to a ll1
<br />spr/n,yhnc
<br />�- Pipe barrel
<br />r' Trenching in eosemenfs and other areos not in street 91w may tic
<br />bockfilled wd/7 native moterial to o relotive compaction o{ BS
<br />2 Over -excavate trench bottom under couplings to Prov/de uni{arm
<br />support o/ong pipe barrel.
<br />3 No _IeHinq or pondlnq wl// be permitted unle55 by special opproval
<br />of the o/<.>r/c Eno/neer.
<br />4 Pavement Section sho/l be e9uivole177' fo exisfiny pavement but In
<br />no co5e less than 4' of A B and 2",4 C an 6los5 A" subgrode
<br />s. rest//!9 a/ stmt alla99'c9ott bole, ono' Ye31'117g of ut///A tine
<br />trench fweA111i/t Sf70// GG D'GV7B by O 1/!uo//tied faundot1on O, _:%_ 1.!i-h/7
<br />laboratory pt the diechon of the DsJr�/Eny�neer Fees for festir�9 sho//
<br />Po/d for fay the Contioctor, /nc/udit/�l o/y rrtasts rrQv/reo /est
<br />risu/ts shall 6e su6initted to the vloYnn'E�inaer os soon os �osSi6/e
<br />I I PIPE BEDDING AND TRENCH BACKFILL
<br />GENERAL NOTES:
<br />I. INSTALLATION OF ALL SANITARY SEWER IMPROVEMENTS SHALL CONFORM
<br />TO THE STANDARDS OF THE WOODBRIDGE SANITARY DISTRICT.
<br />2. AFTER FINAL BACKFILLING HAS BEEN COMPLETED, AND PRIOR TO
<br />TESTING, THE CONTRACTOR. SHALL CLEAN ALL SEWER LINES.
<br />A HEAVY RUBBER SEWER BALL HAVING AN OUTSIDE DIAMETER. EQUAL TO
<br />THE INSIDE DIAMETER OF THE PIPE TO BE CLEANED SHALL BE INFLATED
<br />SO THAT IT WILL FIT SNUGLY INTO THE SEWER LINE. THE BALL SHALL
<br />BE INSERTED IN THE PIPE LEADING FROM THE HIGHEST MANHOLE IN ANY
<br />SECTION OF r -N E A".'^ ue^rn T„iTtInnitrgn INTO THE MANHOLE BACK OF
<br />THE BALL. THE BALL SHALL PASS THROUGH THE PIPE WITH ONLY
<br />PRESSURE OF THE WATER BEHIND IT. DEBRIS FLUSHED OUT BY THE
<br />BALL SHALL BE REMOVED AT THE LOWER MANHOLE AND DISPOSED OF BY
<br />THE CONTRACTOR.
<br />3. AIR PRESSURE TE STING SHALL CONSIST OF PRESSURIZING A SECTION 0--
<br />PIPEWORK
<br />FPIPEWORK AND MONITORING THE SECTION FOR PRESSURE LOSS. PRIOR
<br />TO CONDUCTING AIR. PRESSURE TESTING, APPROPRIATE AIR -TIGHT
<br />STOPPERS SHALL BE INSERTED IN OPEN ENDS OF THE SECTION TO BE
<br />TESTED. A PRESSURE RELIEF VALVE SHALL BE INSTALLED ON ONE OF
<br />THE STOPPERS TO PREVENT OVER PRESSURIZING THE LINE. A PRESSURE
<br />GAGE SHALL BE INSERTED IN ONE OF THE STOPPERS TO MONITOR THE
<br />PRESSURE. THE PIPELINE SHALL BE PRESSURIZED TO 3.5 PSIG AND
<br />THE TIME IT TAKES FOR THE PRESSURE TO DROP FROM 3.5 PSIG TO 3.0
<br />PSIG, SHALL BE DETERMINED USING A STOP WATCH.
<br />THE MINIMUM TIME REQUIREMENTS FOR THE 0.5 PSIG PRESSURE DROP
<br />SHALL NOT BE LESS THAN THAT SHOWN IN THE FOLLOWING TABLE:
<br />PIPE SIZE MINIMUM TIME
<br />4 2 MIN. 32 SEC.
<br />6 3 MIN. 50 SEC.
<br />8 5 MIN. 6 SEC.
<br />SHOULD THE TEST DISCLOSE AN AIR LOSS GREATER THAN THAT
<br />PERMITTED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE AND
<br />REPAIR DEFECTIVE PIPEWORK AND RE -TEST UNTIL THE AIR LOSS RATE
<br />IS WITHIN THE SPECIFIED ALLOWANCE.
<br />4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT
<br />ANY DAMAGE TO THE WORK ARISING OUT OF THE TESTING AND SHALL, AT
<br />HIS OWN EXPENSE, CORRECT ANY EXCESS LEAKAGE AND REPAIR ANY
<br />DAMAGE TO THE PIPE AND APPURTENANCES, OR TO ANY STRUCTURES
<br />RESULTING FROM, OR CAUSED BY, THESE TESTS. ANY INDIVIDUALLY
<br />DETECTABLE LEAK SHALL BE REPAIRED, REGARDLESS OF THE RESULTS OF
<br />THE TESTS.
<br />Plnkerfon t./o A-/07 Frame ori& Cover
<br />with . "5oniiory5ewer"
<br />on cover.
<br />Grout /n plocc- &rode, R/ng5 os
<br />�oncrofe"�. requ/red
<br />o �rmovement (Where no-
<br />r �._Ove.l%ed INoi/r /cove
<br />!-i Cover %' Qbove
<br />no+uroi ground
<br />A
<br />� � � —Precast Rern arced
<br />O• /�� ' r _�..r. Cone
<br />\1-NJorior al, Jo/nf5
<br />�Joir� f cor.�pounn'/fyP• .
<br />�� - L ---- - - - --- ",Worn - /fie � "or e4✓> /
<br />1 1 I 1
<br />—-
<br />�'; 4 ' d!o Preco5i
<br />v � . '. Reinforced Concre,*•e
<br />Cecfions and Gone5
<br />conforming to
<br />2
<br />Hond flnrsh slopes
<br />\I ! I
<br />rI � � I
<br />-� I( �' - I I Undisturbed Eart,�
<br />�_ • LTi -."T.\ �"}�/�
<br />I i
<br />Note Use Cross 'S' concrete for all sect/ons
<br />2 I SANITARY MANHOLE
<br />5. ALL WORK SUBJECT TO INSPECTION AND ACCEPTANCE BY WOODBRIDGE
<br />SANITARY DISTRICT PERSONNEL.
<br />6. THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED FROM AVAILABLE
<br />RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
<br />ALL UTILITY AGENCIES TO MARK THEIR. FACILITIES IN THE FIELD
<br />BEFORE ANY EXCAVATION. THE CONTRACTOR SHALL NOTIFY AND
<br />COORDIANTE ALL WORK WITH ANY AGENCY REQUIRING REMOVAL OR
<br />RELOCATION OF THEIR UTILITIES. PACIFIC BELL, P. G. 6 E., LODI
<br />CABLE T.V., AND MOKELUMNE ACRES MAINTENANCE DISTRICT. U.S.A.
<br />(800) 642-2444.
<br />7. CONTRACTOR SHALL GIVE DISTRICT ENGINEER, (209) 946-0268, A
<br />MINIMUM OF 48 HOURS NOTIFICATION PRIOR TO STAKING ANY
<br />UTILITIES, COMMENCING WORK, OR REQUESTING INSPECTIONS
<br />8. NC MATERIALS RESULTING FROM TAPPING OR CONNECTION PROCEDURES
<br />MAY ENTER DISTRICT SEWER.
<br />9. PRIOR TO PERFORMING ANY WORK IN LOWER SACRAMENTO ROAD, THE
<br />CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />10. ALL MANHOLES TO BE SET FLUSH WITH THE FINISH GRADE UNLESS
<br />OTHERWISE INDICATED.
<br />11. SANITARY SEWER SERVICES SHALL BE MARKED BY THE CURB AND GUTTER
<br />CONTRACTOR WITH AN "S" STAMPED ON THE TOP OF CURB.
<br />12. SEPARATION OF WATER AND SEWER MAINS (INCLUDING CROSSINGS) AND
<br />SEWER LATERALS CROSSING OVER WATER MAINS SHALL MEET OR EXCEED
<br />THE LATEST STANDARDS OF THE STATE OF CALIFORNIA DEPARTMENT OF
<br />HEALTH SERVICES.
<br />13. THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT
<br />THAT THE FIRM OF KJELDSEN-SINNOCK 6 ASSOCIATES, INC. WILL BE
<br />PERFORMING THE CONSTRUCTION STAKING FOR THE PROJECT. IF,
<br />HOWEVER, ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE
<br />EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION
<br />STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF
<br />KJELDSEN-SINNOCK 6 ASSOCIATES, INC. WILL NOT ASSUME ANY
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT
<br />OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR
<br />MITIGATED IF KJELDSEN-SINNOCK & ASSOCIATES, INC. HAD
<br />PERFORMED THE STAKING WORK.
<br />6-89p
<br />li 1
<br />,D9
<br />I.)e Culpove.-nent
<br />beta: c excovo�/ny -
<br />Rlrn
<br />'eothc; ,v;;ewe neae55ar-y
<br />Ex/stiny Pavement
<br />W1 11 = 1- 1T�= -9
<br />til 110 ik& 95-- reiohve compccfla-�
<br />-1111 1
<br />uu� 1=1 II Compact;n l2"max to ye r5
<br />nylllf too m/nlmum reiative
<br />� ; `' compccfion or 9. ;
<br />II �.
<br />II E`
<br />ug Compa !, l2"
<br />C. r5 t
<br />D *
<br />12' min_ _
<br />_ D f 18` mOX III L � O /T!/nlmUm /-G IO Il VC
<br />'liS1YY1 j' ComPoc;•io;? or 7`l.' %
<br />QM
<br />n,l
<br />NI Compact /n &"layers to
<br />1 "" ; I o m/nin7Urn relotive
<br />comooci-ion o- 135 0
<br />f-lOnd Comp to a ll1
<br />spr/n,yhnc
<br />�- Pipe barrel
<br />r' Trenching in eosemenfs and other areos not in street 91w may tic
<br />bockfilled wd/7 native moterial to o relotive compaction o{ BS
<br />2 Over -excavate trench bottom under couplings to Prov/de uni{arm
<br />support o/ong pipe barrel.
<br />3 No _IeHinq or pondlnq wl// be permitted unle55 by special opproval
<br />of the o/<.>r/c Eno/neer.
<br />4 Pavement Section sho/l be e9uivole177' fo exisfiny pavement but In
<br />no co5e less than 4' of A B and 2",4 C an 6los5 A" subgrode
<br />s. rest//!9 a/ stmt alla99'c9ott bole, ono' Ye31'117g of ut///A tine
<br />trench fweA111i/t Sf70// GG D'GV7B by O 1/!uo//tied faundot1on O, _:%_ 1.!i-h/7
<br />laboratory pt the diechon of the DsJr�/Eny�neer Fees for festir�9 sho//
<br />Po/d for fay the Contioctor, /nc/udit/�l o/y rrtasts rrQv/reo /est
<br />risu/ts shall 6e su6initted to the vloYnn'E�inaer os soon os �osSi6/e
<br />I I PIPE BEDDING AND TRENCH BACKFILL
<br />GENERAL NOTES:
<br />I. INSTALLATION OF ALL SANITARY SEWER IMPROVEMENTS SHALL CONFORM
<br />TO THE STANDARDS OF THE WOODBRIDGE SANITARY DISTRICT.
<br />2. AFTER FINAL BACKFILLING HAS BEEN COMPLETED, AND PRIOR TO
<br />TESTING, THE CONTRACTOR. SHALL CLEAN ALL SEWER LINES.
<br />A HEAVY RUBBER SEWER BALL HAVING AN OUTSIDE DIAMETER. EQUAL TO
<br />THE INSIDE DIAMETER OF THE PIPE TO BE CLEANED SHALL BE INFLATED
<br />SO THAT IT WILL FIT SNUGLY INTO THE SEWER LINE. THE BALL SHALL
<br />BE INSERTED IN THE PIPE LEADING FROM THE HIGHEST MANHOLE IN ANY
<br />SECTION OF r -N E A".'^ ue^rn T„iTtInnitrgn INTO THE MANHOLE BACK OF
<br />THE BALL. THE BALL SHALL PASS THROUGH THE PIPE WITH ONLY
<br />PRESSURE OF THE WATER BEHIND IT. DEBRIS FLUSHED OUT BY THE
<br />BALL SHALL BE REMOVED AT THE LOWER MANHOLE AND DISPOSED OF BY
<br />THE CONTRACTOR.
<br />3. AIR PRESSURE TE STING SHALL CONSIST OF PRESSURIZING A SECTION 0--
<br />PIPEWORK
<br />FPIPEWORK AND MONITORING THE SECTION FOR PRESSURE LOSS. PRIOR
<br />TO CONDUCTING AIR. PRESSURE TESTING, APPROPRIATE AIR -TIGHT
<br />STOPPERS SHALL BE INSERTED IN OPEN ENDS OF THE SECTION TO BE
<br />TESTED. A PRESSURE RELIEF VALVE SHALL BE INSTALLED ON ONE OF
<br />THE STOPPERS TO PREVENT OVER PRESSURIZING THE LINE. A PRESSURE
<br />GAGE SHALL BE INSERTED IN ONE OF THE STOPPERS TO MONITOR THE
<br />PRESSURE. THE PIPELINE SHALL BE PRESSURIZED TO 3.5 PSIG AND
<br />THE TIME IT TAKES FOR THE PRESSURE TO DROP FROM 3.5 PSIG TO 3.0
<br />PSIG, SHALL BE DETERMINED USING A STOP WATCH.
<br />THE MINIMUM TIME REQUIREMENTS FOR THE 0.5 PSIG PRESSURE DROP
<br />SHALL NOT BE LESS THAN THAT SHOWN IN THE FOLLOWING TABLE:
<br />PIPE SIZE MINIMUM TIME
<br />4 2 MIN. 32 SEC.
<br />6 3 MIN. 50 SEC.
<br />8 5 MIN. 6 SEC.
<br />SHOULD THE TEST DISCLOSE AN AIR LOSS GREATER THAN THAT
<br />PERMITTED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, LOCATE AND
<br />REPAIR DEFECTIVE PIPEWORK AND RE -TEST UNTIL THE AIR LOSS RATE
<br />IS WITHIN THE SPECIFIED ALLOWANCE.
<br />4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT
<br />ANY DAMAGE TO THE WORK ARISING OUT OF THE TESTING AND SHALL, AT
<br />HIS OWN EXPENSE, CORRECT ANY EXCESS LEAKAGE AND REPAIR ANY
<br />DAMAGE TO THE PIPE AND APPURTENANCES, OR TO ANY STRUCTURES
<br />RESULTING FROM, OR CAUSED BY, THESE TESTS. ANY INDIVIDUALLY
<br />DETECTABLE LEAK SHALL BE REPAIRED, REGARDLESS OF THE RESULTS OF
<br />THE TESTS.
<br />Plnkerfon t./o A-/07 Frame ori& Cover
<br />with . "5oniiory5ewer"
<br />on cover.
<br />Grout /n plocc- &rode, R/ng5 os
<br />�oncrofe"�. requ/red
<br />o �rmovement (Where no-
<br />r �._Ove.l%ed INoi/r /cove
<br />!-i Cover %' Qbove
<br />no+uroi ground
<br />A
<br />� � � —Precast Rern arced
<br />O• /�� ' r _�..r. Cone
<br />\1-NJorior al, Jo/nf5
<br />�Joir� f cor.�pounn'/fyP• .
<br />�� - L ---- - - - --- ",Worn - /fie � "or e4✓> /
<br />1 1 I 1
<br />—-
<br />�'; 4 ' d!o Preco5i
<br />v � . '. Reinforced Concre,*•e
<br />Cecfions and Gone5
<br />conforming to
<br />2
<br />Hond flnrsh slopes
<br />\I ! I
<br />rI � � I
<br />-� I( �' - I I Undisturbed Eart,�
<br />�_ • LTi -."T.\ �"}�/�
<br />I i
<br />Note Use Cross 'S' concrete for all sect/ons
<br />2 I SANITARY MANHOLE
<br />5. ALL WORK SUBJECT TO INSPECTION AND ACCEPTANCE BY WOODBRIDGE
<br />SANITARY DISTRICT PERSONNEL.
<br />6. THE EXISTING UNDERGROUND UTILITIES WERE PLOTTED FROM AVAILABLE
<br />RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
<br />ALL UTILITY AGENCIES TO MARK THEIR. FACILITIES IN THE FIELD
<br />BEFORE ANY EXCAVATION. THE CONTRACTOR SHALL NOTIFY AND
<br />COORDIANTE ALL WORK WITH ANY AGENCY REQUIRING REMOVAL OR
<br />RELOCATION OF THEIR UTILITIES. PACIFIC BELL, P. G. 6 E., LODI
<br />CABLE T.V., AND MOKELUMNE ACRES MAINTENANCE DISTRICT. U.S.A.
<br />(800) 642-2444.
<br />7. CONTRACTOR SHALL GIVE DISTRICT ENGINEER, (209) 946-0268, A
<br />MINIMUM OF 48 HOURS NOTIFICATION PRIOR TO STAKING ANY
<br />UTILITIES, COMMENCING WORK, OR REQUESTING INSPECTIONS
<br />8. NC MATERIALS RESULTING FROM TAPPING OR CONNECTION PROCEDURES
<br />MAY ENTER DISTRICT SEWER.
<br />9. PRIOR TO PERFORMING ANY WORK IN LOWER SACRAMENTO ROAD, THE
<br />CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE SAN
<br />JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS.
<br />10. ALL MANHOLES TO BE SET FLUSH WITH THE FINISH GRADE UNLESS
<br />OTHERWISE INDICATED.
<br />11. SANITARY SEWER SERVICES SHALL BE MARKED BY THE CURB AND GUTTER
<br />CONTRACTOR WITH AN "S" STAMPED ON THE TOP OF CURB.
<br />12. SEPARATION OF WATER AND SEWER MAINS (INCLUDING CROSSINGS) AND
<br />SEWER LATERALS CROSSING OVER WATER MAINS SHALL MEET OR EXCEED
<br />THE LATEST STANDARDS OF THE STATE OF CALIFORNIA DEPARTMENT OF
<br />HEALTH SERVICES.
<br />13. THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT
<br />THAT THE FIRM OF KJELDSEN-SINNOCK 6 ASSOCIATES, INC. WILL BE
<br />PERFORMING THE CONSTRUCTION STAKING FOR THE PROJECT. IF,
<br />HOWEVER, ANOTHER ENGINEERING AND/OR SURVEYING FIRM SHOULD BE
<br />EMPLOYED TO USE THESE PLANS FOR THE PURPOSE OF CONSTRUCTION
<br />STAKING, NOTICE IS HEREBY GIVEN THAT THE FIRM OF
<br />KJELDSEN-SINNOCK 6 ASSOCIATES, INC. WILL NOT ASSUME ANY
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT
<br />OCCUR AND WHICH COULD HAVE BEEN AVOIDED, CORRECTED OR
<br />MITIGATED IF KJELDSEN-SINNOCK & ASSOCIATES, INC. HAD
<br />PERFORMED THE STAKING WORK.
<br />NOTES
<br />/) GONTAAGT0.9 tr�Ar faerrirvTE LONG - /9A0/US" P rC. f�EiY'O, /f
<br />AYA/LABLf , F�iP THE T/t'O 222 s fL60ivS' �' 2 � 9�OOL -
<br />J,) CLEANOUr9 9%/ALL BE /iY9h9LLE0 ON ALG SE/f'E9 SE9/�/G6 L 4Tfi9/9Cs
<br />AT T/I< E06E Of ryE i9/6/!l Of fY/>l� AS S.�/O�YiY.
<br />,�� CLEANOUT fx/ffA AN.G' F/lr/N6S fh�ALL .9E POLI'!'/NYCE G//LOr9/OE
<br />/9UBBEi9 9/NGS A1fEl/NG T lE /9�lJUi9E�f3YrS OF AtT�! 4:,-
<br />3 -
<br />3 1 SERVICE LATERAL CLEANOUT
<br />" Dlrecfion of flow
<br />1
<br />PLAN
<br />Support with
<br />concrete os shown
<br />Extend to I?; plug,
<br />and mork with .steel
<br />morker 0 - w 4
<br />re-bor, 24' long.`
<br />Noz`es :
<br />ELEVATION III?
<br />hO eae, e �o eag(e sePaia flan 6efi✓CGGn hvvse latera/
<br />Qno` IYQ�� .JC�r/CC �r/G -
<br />2) New hookups on cxi54inq I tne5 require 5 5add I es .
<br />4 WYE BRANCH
<br />BEFORE YOU DIG
<br />CALL TOLL FREE. I - 800 - 642-2444
<br />"UNDERGROUND SERVICE ALERT"
<br />Minimum Advance Notification of 48 Hours Required
<br />References
<br />1. TITLE 8, ARTICLE 6, 1540, (a), I
<br />DIVISION INDUSTRIAL SAFETY, CONSTRUCTION SAFETY ORDERS
<br />2. RULE 7110, CONTRACTORS LICENSE LAW
<br />Design PG8 .{
<br />If:
<br />Drawn PGB
<br />Check KLK
<br />C
<br />O
<br />n
<br />Z
<br />6-89p
<br />j
<br />lob Number
<br />72-36
<br />Fn
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<br />T!/iiEA,0E.0 f�i9ASS
<br />I ' � !r/.Of/yf�Lff
<br />GLEANOOr OLU6
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<br />�:!; G//!!is'T✓ O-2i.� Go.YGst<rE C/.o.
<br />-- _
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<br />3
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<br />P/'G. /9/SEfl, LfNGrf/-
<br />� r� ZZ �2� BELL � sP/Gol P�'c.
<br />AS AEOU/•4f0.
<br />— � El bl7f'Y �Sff NOl< � /- �
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<br />O.S� �r G Il'�'E ,Bi9ANGft - .. , PrG. ,SAN�rAf7�' SEH!<fi
<br />./, yEh'ricE LATERAL
<br />NOTES
<br />/) GONTAAGT0.9 tr�Ar faerrirvTE LONG - /9A0/US" P rC. f�EiY'O, /f
<br />AYA/LABLf , F�iP THE T/t'O 222 s fL60ivS' �' 2 � 9�OOL -
<br />J,) CLEANOUr9 9%/ALL BE /iY9h9LLE0 ON ALG SE/f'E9 SE9/�/G6 L 4Tfi9/9Cs
<br />AT T/I< E06E Of ryE i9/6/!l Of fY/>l� AS S.�/O�YiY.
<br />,�� CLEANOUT fx/ffA AN.G' F/lr/N6S fh�ALL .9E POLI'!'/NYCE G//LOr9/OE
<br />/9UBBEi9 9/NGS A1fEl/NG T lE /9�lJUi9E�f3YrS OF AtT�! 4:,-
<br />3 -
<br />3 1 SERVICE LATERAL CLEANOUT
<br />" Dlrecfion of flow
<br />1
<br />PLAN
<br />Support with
<br />concrete os shown
<br />Extend to I?; plug,
<br />and mork with .steel
<br />morker 0 - w 4
<br />re-bor, 24' long.`
<br />Noz`es :
<br />ELEVATION III?
<br />hO eae, e �o eag(e sePaia flan 6efi✓CGGn hvvse latera/
<br />Qno` IYQ�� .JC�r/CC �r/G -
<br />2) New hookups on cxi54inq I tne5 require 5 5add I es .
<br />4 WYE BRANCH
<br />BEFORE YOU DIG
<br />CALL TOLL FREE. I - 800 - 642-2444
<br />"UNDERGROUND SERVICE ALERT"
<br />Minimum Advance Notification of 48 Hours Required
<br />References
<br />1. TITLE 8, ARTICLE 6, 1540, (a), I
<br />DIVISION INDUSTRIAL SAFETY, CONSTRUCTION SAFETY ORDERS
<br />2. RULE 7110, CONTRACTORS LICENSE LAW
<br />Design PG8 .{
<br />If:
<br />Drawn PGB
<br />Check KLK
<br />C
<br />O
<br />n
<br />Z
<br />6-89p
<br />j
<br />lob Number
<br />72-36
<br />Fn
<br />C
<br />_U
<br />Z
<br />Q
<br />F- W
<br />O
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<br />W F_
<br />AS
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<br />Q
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<br />3
<br />Q H
<br />(D U)
<br />LU
<br />0Cr
<br />0
<br />M �
<br />�
<br />W
<br />O F_
<br />02
<br />O
<br />Date
<br />6-89p
<br />lob Number
<br />72-36
<br />m
<br />Scale
<br />AS
<br />NOTED
<br />W
<br />v
<br />Sheet
<br />Number
<br />2
<br />2
<br />of
<br />File %umber
<br />E -1413
<br />
|