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SEWER NOTES WORK TO BE DONE
1. TRENCH WIDTH SHALL BE PER SDRSD NO, S -4 UNLESS OTHERWISE SHOWN. R P BCH RKNSN ACORDAI E WITIT HST NDARD SPECIFICATION
WORK OS DONE IN EO
2. PIPE AND BEDDING CONDITIONS, STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS J
(A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4" CRUSHED ROCK BENEATH COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS,"
THE PIPE.
ITEM STD.DRWG, SYMBOL
(B) V.C.P. SIX INCHES MIN MUM ABOVE THE P PE SHALL BE SAND, GRAVEL
CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR MATERIAL
HAVING A SAND EQUIVALENT OF 30 OR BETTER. 8" SEWER .............................. S- 4...............
(C) P.V.C. AND A.B,S, SOLID WALL PIPE BEDDING FROM BOTTOM OF
PIPE TO (6) SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4" ..e .......... •• .......S- 17,,,,,,,,,,,
CRUSHED ROCK, A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE CONCRETE MANHOLE .. — �-
PIPE INVERT GRADES ARE 1% OR GREATER,
3, AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER 4" P.V.C. SEWER LATERAL ............... S- 13....,........ sra. S
SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE
OF THE ENGINEER, AIR PRESSURE TEST SHALL BE USED UNLESS
OTHERWISE DIRECTED BY THE ENGINEER.
4, THE CONSTRUCTION OF P,C,C, SEWER MANHOLE PER SDRSD NO, 17,1.
PRE -CAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" COLLECTOR
SYSTEMS WITH INSPECTOR'S APPROVAL,
5. THE CONSTRUCTION OF 4" SEWER LATERAL PER SDRSD NO.'S S -13 AND
S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE,
6, THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD N0, S -10,
TYPE A.
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42" MINIMUM
COVER, UNLESS OTHERWISE SHOWN. SEWER NOTES
8, THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS
SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK,
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE 14. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE
DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE, OF THE WORK,
10, FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 15, CONTRACTOR SHALL CALL FOR MARK -OUT OF EXISTING UTILITIES PRIOR TO
ANY EXCAVATION,
11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION DEPARTMENT
48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION 16. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES
OF PROJECT. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER
12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE
PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT
THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF
TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, RECORD OR NOT SHOWN ON THESE PLANS.
THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN
THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE 17 THE CONTRACTOR SHALL NOTIFY ALL RESIDENTS WITHIN THE CONSTRUCTION
AREA 7 DAYS PRIOR TO BEGINNING CONSTRUCTION OF THE ANTICIPATED
WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR
NEGLECT EXCEPTED, CONSTRUCTION TIME PERIOD,
13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF 18, THE LOCATION OF EXISTING WATER LATERALS IS UNKNOWN, CONTRACTOR
TRANSPORTATION FOR ABLY EXCAVATION WITHIN EXISTING COUNTY RIGHTS- MUST TAKE ADEQUATE PRECAUTIONS TO KEEP ALL RESIDENCES IN SERVICE
OF -WAY, DURING CONSTRUCTION PERIOD,
T.
95 8 Rile". /20'- S CC,4S5 SO CEMENT L bVEO OUCT /LE /ROMP /A'E I ❑❑
N _ - -- - �L _ �I� — 5'- 8" CLASS 5?
7T- A1776
� - �- t EX /ST. 12 N/fITE�_ jRON P /PE N� ��CT /LE
i3 - 1 - -
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� 0 -05 CAiL1BR /OGE AI/E.
G N G G G G Y EX /ST. /"///0 6Arr ti/ G \ Ot 7.5 OUBL /N Oro
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15
SCALE 1' : 20'
5'; COrUNEIeT TO EX /ST. M.H.
I ,
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J� NI o�J 1 J�3 JJW �1 �� ° �:3
'
NOTE
Construction contractor agrees that in accordance with generally accepted construction
practices; construction contractor will be required to assume sole and complete responsibility for
job site conditions during the course of construction of the project, including safety of all persons Californio Council
and property; that this requirement shall be made to apply continuously and not be limited to
normal working hours, and construction contractor further agrees to defend, indemnify and hold OfCIVII Engin¢¢n
design professional harmless from any and all liability, real or alleged, in connection with the RLLandSumeyOa
performance of work on this project, excepting liability arising from the sole negligence of design
professional.
REFERENCE SITE ADDRESS 01
P. C. 1378 2351 CAMBRIDGE AVENUE
SDWD N0, 99 CARDIFF, CA 92007
MAP 1298
NER /PERMIT
DANTE LANDRETH
2351 CAMBRIDGE AVENUE
CARDIFF, CA 92007
I. I
CAUTION: CDNTACTOR TO Za' 20"
FOR /L1,9FlK- OUT OF EX /ST /N6
UT /L /T /ES PRIOR TO ANY MA
_ENGINEER OF WORK_.
SNIPES —DYE ASSOCIATES
6DCIVIL ENGINEERS AND LAND SURVEYORS
3E62 GROVE STREET, LEMON GROVE, CA 92045
TELEPHONE (6191697 -9234
DECLARATION QE RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT
I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS Q
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 0
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
R THE COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT N
p RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
DESIGN.
C.,
P r
By �o �.I1PL�5 DATE 4-7$ -S% WI
ROGER L. SNIPES, R.C.E. 18134 >5
CARDIFF SANITATION �� p° `�' G PRIVATE CONTRACT E
0 DISTRICT
L s 5 s ip� S /TE
/
T pio Pb. J6 205.
VALID FOR TWO YEARS FROM DATE VICINITY MAP, NO SCALE
WATER AGENCY, COUNTY APPROVED CHANGES BENCH MARK
No. Dettnpuon Approved by Date
SAN DIEGUITO WATER DISTRICT DESCRIPTION: COUNTY OF SAND /EGO B. At -* 9
�X,P1RED - REA4& ED ,8
4Q/SIR /CT .0R4W //V CS 33 LOCATION: TOP Of RCrAIN/NG WALL as /NTERSECT /ON
APPROVED BY• �,( /_ NO/IFOLIC 4' CAAAMIDG£
v�j " r &/ —00 RECORD FROM SAN A01490 COUNTY
DATE —�/�—a _/
ELEVATION: 192.92 DATUM. U.s.C.s.
SHEET
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
w1
SHEETS
>PLANS FOR THE IMPROVEMENT OR
S" SEWERMAIN
CAMBRIDGE AVENUE
Recommended for approval:
SUBDIVISION ENGINEER
Approved
I I DIRECTOR OF PUBLIC WORKS
Checked by:
PC 1958
Enggineder of work:
I' am � 1 .601PiJ
l R C, E 19134
Approval dap:
a
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SEWER NOTES WORK TO BE DONE
1. TRENCH WIDTH SHALL BE PER SDRSD NO, S -4 UNLESS OTHERWISE SHOWN. R P BCH RKNSN ACORDAI E WITIT HST NDARD SPECIFICATION
WORK OS DONE IN EO
2. PIPE AND BEDDING CONDITIONS, STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS J
(A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4" CRUSHED ROCK BENEATH COMMITTEE AND THE FOLLOWING SPECIAL PROVISIONS,"
THE PIPE.
ITEM STD.DRWG, SYMBOL
(B) V.C.P. SIX INCHES MIN MUM ABOVE THE P PE SHALL BE SAND, GRAVEL
CRUSHED AGGREGATE, NATIVE FREE - DRAINING GRANULAR MATERIAL
HAVING A SAND EQUIVALENT OF 30 OR BETTER. 8" SEWER .............................. S- 4...............
(C) P.V.C. AND A.B,S, SOLID WALL PIPE BEDDING FROM BOTTOM OF
PIPE TO (6) SIX INCHES MINIMUM ABOVE THE PIPE SHALL BE 3/4" ..e .......... •• .......S- 17,,,,,,,,,,,
CRUSHED ROCK, A.B.S. SOLID WALL PIPE MAY BE USED ONLY WHERE CONCRETE MANHOLE .. — �-
PIPE INVERT GRADES ARE 1% OR GREATER,
3, AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER 4" P.V.C. SEWER LATERAL ............... S- 13....,........ sra. S
SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE
OF THE ENGINEER, AIR PRESSURE TEST SHALL BE USED UNLESS
OTHERWISE DIRECTED BY THE ENGINEER.
4, THE CONSTRUCTION OF P,C,C, SEWER MANHOLE PER SDRSD NO, 17,1.
PRE -CAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" COLLECTOR
SYSTEMS WITH INSPECTOR'S APPROVAL,
5. THE CONSTRUCTION OF 4" SEWER LATERAL PER SDRSD NO.'S S -13 AND
S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE,
6, THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD N0, S -10,
TYPE A.
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42" MINIMUM
COVER, UNLESS OTHERWISE SHOWN. SEWER NOTES
8, THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS
SHALL BE SHOWN ON ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK,
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE 14. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE
DISTRICT ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE, OF THE WORK,
10, FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. 15, CONTRACTOR SHALL CALL FOR MARK -OUT OF EXISTING UTILITIES PRIOR TO
ANY EXCAVATION,
11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS' INSPECTION DEPARTMENT
48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION 16. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES
OF PROJECT. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER
12. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE
PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT
THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF
TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, RECORD OR NOT SHOWN ON THESE PLANS.
THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN
THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE 17 THE CONTRACTOR SHALL NOTIFY ALL RESIDENTS WITHIN THE CONSTRUCTION
AREA 7 DAYS PRIOR TO BEGINNING CONSTRUCTION OF THE ANTICIPATED
WHATSOEVER TO THE OWNER, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR
NEGLECT EXCEPTED, CONSTRUCTION TIME PERIOD,
13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE COUNTY DEPARTMENT OF 18, THE LOCATION OF EXISTING WATER LATERALS IS UNKNOWN, CONTRACTOR
TRANSPORTATION FOR ABLY EXCAVATION WITHIN EXISTING COUNTY RIGHTS- MUST TAKE ADEQUATE PRECAUTIONS TO KEEP ALL RESIDENCES IN SERVICE
OF -WAY, DURING CONSTRUCTION PERIOD,
T.
95 8 Rile". /20'- S CC,4S5 SO CEMENT L bVEO OUCT /LE /ROMP /A'E I ❑❑
N _ - -- - �L _ �I� — 5'- 8" CLASS 5?
7T- A1776
� - �- t EX /ST. 12 N/fITE�_ jRON P /PE N� ��CT /LE
i3 - 1 - -
CAM RIDGE A UE EX/sr. Ac. PAVEtiIENr 2'± Ex/sr. a "IyArER� _ zs' .
� 0 -05 CAiL1BR /OGE AI/E.
G N G G G G Y EX /ST. /"///0 6Arr ti/ G \ Ot 7.5 OUBL /N Oro
1I
15
SCALE 1' : 20'
5'; COrUNEIeT TO EX /ST. M.H.
I ,
�
J� NI o�J 1 J�3 JJW �1 �� ° �:3
'
NOTE
Construction contractor agrees that in accordance with generally accepted construction
practices; construction contractor will be required to assume sole and complete responsibility for
job site conditions during the course of construction of the project, including safety of all persons Californio Council
and property; that this requirement shall be made to apply continuously and not be limited to
normal working hours, and construction contractor further agrees to defend, indemnify and hold OfCIVII Engin¢¢n
design professional harmless from any and all liability, real or alleged, in connection with the RLLandSumeyOa
performance of work on this project, excepting liability arising from the sole negligence of design
professional.
REFERENCE SITE ADDRESS 01
P. C. 1378 2351 CAMBRIDGE AVENUE
SDWD N0, 99 CARDIFF, CA 92007
MAP 1298
NER /PERMIT
DANTE LANDRETH
2351 CAMBRIDGE AVENUE
CARDIFF, CA 92007
I. I
CAUTION: CDNTACTOR TO Za' 20"
FOR /L1,9FlK- OUT OF EX /ST /N6
UT /L /T /ES PRIOR TO ANY MA
_ENGINEER OF WORK_.
SNIPES —DYE ASSOCIATES
6DCIVIL ENGINEERS AND LAND SURVEYORS
3E62 GROVE STREET, LEMON GROVE, CA 92045
TELEPHONE (6191697 -9234
DECLARATION QE RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT
I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS Q
DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT
THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. 0
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY
R THE COUNTY OF SAN DIEGO IS CONFINED TO A REVIEW ONLY AND DOES NOT N
p RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
DESIGN.
C.,
P r
By �o �.I1PL�5 DATE 4-7$ -S% WI
ROGER L. SNIPES, R.C.E. 18134 >5
CARDIFF SANITATION �� p° `�' G PRIVATE CONTRACT E
0 DISTRICT
L s 5 s ip� S /TE
/
T pio Pb. J6 205.
VALID FOR TWO YEARS FROM DATE VICINITY MAP, NO SCALE
WATER AGENCY, COUNTY APPROVED CHANGES BENCH MARK
No. Dettnpuon Approved by Date
SAN DIEGUITO WATER DISTRICT DESCRIPTION: COUNTY OF SAND /EGO B. At -* 9
�X,P1RED - REA4& ED ,8
4Q/SIR /CT .0R4W //V CS 33 LOCATION: TOP Of RCrAIN/NG WALL as /NTERSECT /ON
APPROVED BY• �,( /_ NO/IFOLIC 4' CAAAMIDG£
v�j " r &/ —00 RECORD FROM SAN A01490 COUNTY
DATE —�/�—a _/
ELEVATION: 192.92 DATUM. U.s.C.s.
SHEET
COUNTY OF SAN DIEGO
DEPARTMENT OF PUBLIC WORKS
w1
SHEETS
>PLANS FOR THE IMPROVEMENT OR
S" SEWERMAIN
CAMBRIDGE AVENUE
Recommended for approval:
SUBDIVISION ENGINEER
Approved
I I DIRECTOR OF PUBLIC WORKS
Checked by:
PC 1958
Enggineder of work:
I' am � 1 .601PiJ
l R C, E 19134
Approval dap:
(0 E
W
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A
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FILE NO. EN 0641(C7)
C1T)00'*14PP1. ICATi0X 02118-R
DisTRiCTOR4W11VG PC1958