2021-14425 G (Plans)DRAWING NO.
SHEET 2 OF 5
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK
LWD SEWER NOTES
1.LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR
CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED
DURING OR AFTER CONSTRUCTION.
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER
DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT
EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL
TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOB SITE AT ALL
TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL
ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN
WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD.
6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER
NOR LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES.
7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL
MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS
ARE APPROVED BY LWD.
8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED A SETS OF CUT SHEETS
AND THE CONTRACTOR SHALL COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS.
9. PRIOR TO START OF WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION, SUBMIT SHOP
DRAWINGS FOR ALL MATERIALS FOR REVIEW & APPROVAL, SCHEDULE AND ATTEND A PRECONSTRUCTION
MEETING PER APPENDIX V OF STD SPEC, PROVIDE 3-WEEK LOOK AHEAD SCHEDULE(S) FOR ALL SEWER WORK
THRU-OUT PROJECT IN ADDITION TO 72 HOURS NOTICE OF NEED FOR EACH INSPECTION.
10. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT-OF-WAY AND OTHER REQUIRED PERMITS HAVE BEEN
OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES.
11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE
DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE
MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION
AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN
DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION
SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED
ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO
EXCAVATION.
12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL
DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT
AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR
AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE
GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL.
CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE
SEWER SHALL NOT BE ALLOWED.
13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY
AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS
CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT
LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT
SHOWN.
14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE
LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE
WITHIN THE LIMITS OF THIS PROJECT.
15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133, AS REQUIRED BY STATE LAW. ALL
UTILITY CROSSINGS SHALL BE POT HOLED PRIOR TO TRENCHING.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS
INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY
17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL
WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND
THE LWD STANDARD SPEC.
18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM
CENTER OF MANHOLE TO CENTER OF MANHOLE.
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO THE
ORIGINAL MYLAR DWGS. WITH INITIALED APPROVAL ON THE MYLARS.
20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD
AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS-BUlLT DRAWINGS TO LWD FOR REVIEW
AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE
APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY
OF WORK.
22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR
DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH AND RECORD THE MONUMENT
CHANGE PER STATE LAW.
23. A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE SHALL BE PROVIED BETWEEN THE SEWER PIPE AND ANY OTHER
UTILITIES. EXIST. SEWER CROSSED WITHIN 3-FT VERTICAL ABOVE OR BELOW SHALL BE CCTV INSPECTED BOTH BEFORE AND
AFTER THE CROSSING WORK IS COMPLETED FOR LWD REVIEW, APPROVAL, & RETENTION OF DIGITAL VIDEO FILES. ANY
DAMAGED LWD FACILITIES SHALL BE REPAIRED TO LWD SATISFACTION AT NO COST TO LWD INCLUDING ADDITIONAL CCTV
INSPECTION.
24. SEPARATION OF SEWER I WATER AND SEWER I RECLAIMED WATER SHALL COMPLY WITH LWD STD DWG S-2 AND WITH ALL
COUNTY AND STATE HEALTH DEPT REGULATIONS
25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD
INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL
ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER.
26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS
APPROVED BY LWD ON THE PLANS.
27. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE
CONTRACTOR.
28. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE
PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT.
PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL
TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS.
29. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN
ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MANUFACTURER.
30. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING
SHALL NOT BE ALLOWED.
31. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
32. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT
CONTRACTOR EXPENSE.
LWD SEWER NOTES (CONTINUED)
33. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT.
GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE
CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT.
PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH DISTRICT APPROVAL.
34. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" BY 2" BUTYL RUBBER
GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET
CORP., OR APPROVED EQUAL.
35. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO
ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL.
36. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND
TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE
BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
37. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR
PRIOR TO BACKFILL.
38. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAMETER PER LWD STD DWG S-3.
MANHOLES SHALL BE 5-FEET DIAMETER FOR PIPE 18-INCHES AND LARGER OR 12-FEET OR GREATER
DEPTH PER LWD STD DWG S-4.
39. ALL NEW MH SHAFTS AND PRECAST MH BASES SHALL BE LINED WITH AN INTEGRALLY LOCKING PVC (T-LOCK)
PROTECTIVE LINING SYSTEM. ALL EXISTING MH'S WITH MODIFICATIONS AND NEW CAST-IN-PLACE MH BASES
SHALL BE PROVIDED WITH EPOXY LINING SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING, IF ANY.
T-LOCK, EPOXY LINING SYSTEMS SHALL BE PER SECT 500-2 OF THE GREENBOOK. A MINIMUM OF FIFTEEN
PERCENT (15%) OF MANHOLES AND NOT LESS THAN ONE (1) WITH EPOXY LINERS SHALL SUCCESSFULLY PASS
PULL-TEST AND BE REPAIRED UNTIL PASSING.
40. MAXIMUM DEPTH OF SEWER FOR SDR 35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER
15'.
41. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE
YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR
TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT
ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE
MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START
OF CONSTRUCTION.
42. WHEN CONNECTION TO AN EXISTING MANHOLE IS NECESSARY AND SHOWN ON THE DRAWINGS, THE
CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSTRUCT THE NEW
FLOW-THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS
REQUIRED. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF NEWLY INSTALLED PIPES TO
THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION
FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LINK-SEAL, OR APPROVED EQUAL. THE FIRST
FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE-FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT
BE ALLOWED.
43. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES OR SHALL BE MADE BY
INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND
SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE
USED FOR INSERTING WYES INTO AN EXISTING SEWER. GASKETED PVC SADDLE WYES MAY BE USED FOR
EXISTING SEWER MAINS 12-INCHES AND LARGER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE
IN ACCORDANCE WITH LWD STANDARD DRAWING S-32.
44. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL
BE TEMPORARILY PLUGGED AND BY-PASSED. A BY-PASS PLAN IN ACCORDANCE WITH LWD STANDARD
DRAWING S-32 MUST BE REVIEWED AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO INSTALLING
THE TEMPORARY PLUG
45. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC
MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR
COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY
CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED
ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED
TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE
TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL
APPROVED BY THE LWD DISTRICT ENGINEER.
46. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE-IN TO EXISTING VCP. FOR
CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC A FERNCO SERIES 5000 COUPLING OR
APPROVED EQUAL SHALL BE USED
47. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8-INCH DIAMETER CONTRACTOR
SHALL CUT IN A NEW WYE PER ABOVE OR MAY USE A SUITABLY SIZED SEWER SADDLE WYE PER STD. DWG.
S-32.
48. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE, TREATMENT,
AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIR
CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR
AT ANY TIME. THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT ALL TIMES
(DURING CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND
WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD FACILITIES.
49. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILITIES AND
STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE
SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND
CONTROL ANY SEWAGE SPILL, AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF THE LWD
ENGINEER AT NO COST TO LWD INCLUDING INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE CAUSED
TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD
SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR.
50. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING ANY
SEWAGE SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK
ADJACENT TO LWD FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL
WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN-UP COSTS AND
PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR.
51. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN THE AREA
OF WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES.
52. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS, OVER
CROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED.
53. PLANS APPROVED ON THE CONDITION THAT THE PROPERTY IS ANNEXED INTO THE LEUCADIA WASTEWATER
DISTRICT PRIOR TO THE CONNECTION OF THE PROPOSED SEWER TO THE LWD SYSTEM.
AS-BUILT APPROVALS
8" SEWER IN ORPHEUS AVENUE
AND SUNSET DRIVE
WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS
AND THE LEUCADIA WASTEWATER DISTRICT STANDARD SPECIFICATIONS AND PROCEDURES
DATED MAY 2019 AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
LEGEND
ITEM STD. DWG.SYMBOL QUANTITY
8" PVC SEWER MAIN SDR35
AND TRENCH RESURFACING
PER CITY OF ENCINITAS
ENGINEERING DESIGN
MANUAL, PAGE 450
S-11, S-12 810 LF
SEWER MANHOLE S-3, S-31, S-33 5 EA
4" PVC SEWER LATERAL S-17, S-25 2 EA
CURRENT EDITION, AS MODIFIED BY LWD.
SAN DIEGUITO WATER DISTRICT NOTES:
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR
SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF
ACCEPTANCE.
2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF
BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS
NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633-2709. ALL WORK PREFORMED WITHOUT BENEFIT OF
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE-CONSTRUCTION CONFERENCE
WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER
IMPROVEMENTS. PHONE: (760) 633-2709.
4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR,
UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST
BY THE DEVELOPER.
5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS
48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET.
6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS.
7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL
LOT.
8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL
TRENCH WORK.
9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF
CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED.
10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN.
11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY
EXCAVATION WITHIN EXISTING CITY RIGHTS-OF-WAY.
12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN
EXISTING COUNTY RIGHTS-OF-WAY, CITY OF ENCINITAS RIGHTS-OF-WAY, OR PRIVATE EASEMENTS, AND THE
RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY
SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE.
13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO
OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS.
14. FILL AREAS MUST BE COMPACTED TO 90%, PRIOR TO PIPE INSTALLATION.
15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION
AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY
UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR
PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS
WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL
AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO
WATER DISTRICT.
17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE
INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE
(WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY
RIGHT-OF-WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF
BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER.
18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS
AND ELECTRIC VAULTS.
19. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE
HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT.
21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM
THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION.
22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION
COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL
DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE
AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5-FOOT PLAIN END PIPE LENGTHS WITH
DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19-FOOT PIPE LENGTHS WITH
DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END
PIPE LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE
DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE
CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9
FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE.
1. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO-LEAD BRASS BE USED IN THE
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN
COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO-LEAD BRASS
PARTS.
2. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH
CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18.
3. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN
SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION
STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY THE
SDWD INSPECTOR.
MANHOLE ID NUMBER
UPS DWN
UPS MH
COORDINATES
X Y
PIPE
LENGTH
(FT)
PIPE
DIA.
(IN)
PIPE
MATERIAL
SLOPE
(%)
LOCATION OF MANHOLE (ADDRESS)
UPSTREAM DOWNSTREAM
ADDRESS DESCRIPTION
MH RIM EL.
(FT)
MH INVERT
EL. (FT)
UPS DWN
MH DEPTH
(FT)
MANHOLE TYPE
(ANG,STD,DE,DRP,SMT)
UPS DWN UPS DWN
MH LINING
UPS DWN UPS DWN
NOTES:
ADDRESS DESCRIPTION
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G
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WWWWWWWWGGGTTTT GGSSSVULCAN AVENUEWORPHEUS AVENUE GEEEEWAPN: 256-400-43
APN: 256-400-63 APN: 256-400-62
APN: 256-300-16 APN: 256-300-15 APN: 256-300-14
APN: 256-300-13
APN: 256-400-43
20'35'
G
APN: 256-400-49
W
W
W
W
W
WWWWWWWW
WWWPROP
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D 8" P
V
C
SE
WE
R
MANHOLE NO. 01-007912+23.9910+00 CONNECT TO EXISTING SEWER MANHOLE
NO. 01-0080. EXISTING MANHOLE TO BE EPOXY LINED
PER LWD STD. SPEC DIVISION 2, PART 5. CONNECTION
AND PLUG PLAN PER NOTES ON THIS SHEET.
20'
ELECTRIC METER
ELECTRIC
CABINETS
ELECTRIC
CABINET
POWER POLE
GUY WIRES
2" AIR RELEASE
CLCLCLCL
C LR/W
R/W
28'
R/W
2" GAS APPROXIMATE LOCATION OF WATERMETER PER AS-BUILT PLAN10+00
12+00
13+
0
0
11+00 POWER POLEEX. LWD 8"PVC SEWEREXISTING 6" ACP WATERPER WO-57-212" GAS2~3" TELE DUCTSEX. LWD 8"PVC SEWER12" WATER6" WATEREXISTING 12" PVC WATERPER WO-93-2912" GAS12" GASDAMAGED STRIPING AND
MARKINGS TO BE REPLACED.
STOP BAR TO BE REPLACED
WITH THERMOPLASTIC.
MONUMENT PER ROS 22112
TO BE TIED OUT PRIOR TO
CONSTRUCTION AND REPLACED AFTER
CONSTRUCTION BY A LAND SURVEYOR.
MONUMENT PER ROS 22112
TO BE PROTECTED IN PLACEMONUMENT PER ROS 22112TO BE PROTECTED IN PLACEWATER
METERW WATERMETERWWWATER
METER
CAUTION: OVERHEAD LINES
PROPOSED 8" PVC SEWER
WATER
METER
2'11+80.00 4" SEWER LATERALPER LWD S-1712+31.00 4" SEWER LATERAL
PER LWD S-17
DRAWING NO.
SHEET 3 OF 5
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARK
8" SEWER IN ORPHEUS AVENUE
AS-BUILT APPROVALS
N
0
SCALE: 1"=
60'40'20'10'20'
20'
SEE
S
H
E
E
T 42" GAS
EXI
S
TI
N
G 6"
A
C
P
W
A
T
E
R
PER
W
O-54-27
GGGGGGGGGGGGGGGG
G
G
G
GE
E
ORPHEUS AVENUE
W
G
APN: 256-314-49APN: 256-400-39APN: 256-400-44APN: 256-400-43
A
P
N
:
2
5
6
-
4
0
0
-
6
2
A
P
N
:
2
5
6
-
3
0
0
-
1
4
APN: 256-300-13 APN: 256-300-12 APN: 256-300-11 APN: 256-300-29A
P
N
:
2
5
6
-
4
0
0
-
4
3
A
P
N
:
2
5
6
-
4
0
0
-
4
9
W
W
W
W
W
W
W
W
WWWWWWWWWWWWW
W
WWWWW
W
W
ORPHEUS AVENUEAPN: 256-300-29APN: 256-300-30
5'
PROPOSED 8" PVC SEWER
MANHOLE NO. 01-007912+23.99MANHOLE NO. 01-007814+01.0616+00
20'R/W17+002
0
'
E
L
E
C
T
R
I
C
M
E
T
E
R
E
L
E
C
T
R
I
C
C
A
B
I
N
E
T
S
R/W
R/W
R/W
POW
E
R
PO
L
E
C
L
CLCL
R
/
W
2
8
'
R
/W
CL
CLAPPROXIMATE LOCATION OF WATER
METER PER AS-BUILT PLAN1
2
+
0
0
13+00 15+00
20'MANHOLE NO.01-007716+40.09MANHOLE TO BE CHANNELEDFOR FUTURE SEWEREXTENSION NORTH ONORPHEUS. IE 96.86.POWER POLE
R/W
M
O
N
UM
E
N
T
P
E
R
R
O
S
2
2
1
1
2
T
O
B
E
P
R
O
T
E
C
T
E
D
I
N
P
L
A
C
E DAMAGED STRIPINGTO BE REPLACEDWATERMETERWA
T
E
R
M
E
T
E
R
WATERMETER
WWWA
T
E
R
M
E
T
E
R
C
A
U
T
I
O
N
:
O
V
E
R
H
E
A
D
L
I
N
E
S POWER POLEWWATERMETERWWWATERMETER2'2'
2'
C
AU
T
ION
:OV
E
R
H
E
AD
L
IN
E
SGU
Y
W
I
R
E14+31.00 4" SEWER LATERALPER LWD S-1714+95.00 4" SEWER LATERAL
PER LWD S-17
10+0
0
C
O
N
N
E
C
T
T
O
E
X
I
S
T
I
N
G
S
E
W
E
R
M
A
N
H
O
L
E
NO. 0
1
-
0
0
8
0.
E
X
I
S
T
I
N
G
M
A
N
H
O
L
E
T
O
B
E
E
P
O
X
Y
L
I
N
E
D
PER
L
W
D
S
T
D.
S
P
E
C
D
I
V
I
S
I
O
N
2,
P
A
R
T
5.
C
O
N
N
E
C
T
I
O
N
DRAWING NO.
SHEET 4 OF 5
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKAS-BUILT APPROVALS N0
SCALE: 1"=
60'40'20'10'20'
20'
8" SEWER IN ORPHEUS AVENUE
EXISTING 12" PVC WATER
PER WO-82-102
2" GAS
EXISTING 8" PVC WATER
PER WO-82-102
S
E
E
S
H
E
E
T
3
2
"
G
A
S
E
X
I
S
T
I
N
G
6
"
A
C
P
W
A
T
E
R
P
E
R
W
O
-
5
4
-
2
7
SEE SHEET 5
SUNSET DRIVE
D
A
M
A
G
E
D
S
T
R
I
P
I
N
G
T
O
B
E
R
E
P
L
A
C
E
D
M
O
N
U
M
E
N
T
P
E
R
R
O
S
2
2
1
1
2
T
O
B
E
P
R
O
T
E
C
T
E
D
I
N
P
L
A
C
E
14+63.00 4" SEWER LATERALPER LWD S-17
GGGG
W
E
G
G SUNSET DRIVE
WWWWWWWWWWWWWWWWWWWWWEE
WWWGGGGG
O
R
P
H
E
U
S
A
V
E
N
U
E CCS 83 TIE TRAVERSE 09-22-21PROPOSED 8" PVC SEWER8'6'16+00MANHOLE NO. 01-007617+03.65MANHOLE NO. 01-007518+09.8720'20'20'20'R/W
A
P
N
:
2
5
6
-
3
0
0
-
2
9
2
"
G
A
S
1
2
"
W
A
T
E
R
6
"
W
A
T
E
R
17+88.26 4" SEWER LATERAL ANDCLEANOUT PER LWD S-17 AND S-2517+93.26 4" SEWER LATERAL ANDCLEANOUT PER LWD S-17 AND S-25APN: 256-300-3016+40.0918+00
17+0020'20'20'R/W
R/W
POWER POLEWATERMETER2
"
G
A
S
1
2
"
W
A
T
E
R
6
"
W
A
T
E
R
FI
R
E
H
Y
D
R
A
N
T
WATER
METERELECTRICVAULTCLCLWATER METERCL APN: 256-314-53APN: 256-314-50
APN: 256-314-57APN: 256-314-52APN: 256-400-39APN: 256-300-29
APN: 256-400-39
APN: 256-300-30
MANHOLE NO. 01-0077
R/
W
R
/W
AP
N
:
2
5
6
-
3
1
4
-
4
9
DAMAGED STRIPING TO BE REPLACEDMONUMENT PER ROS 22112TO BE TIED OUT PRIOR TOCONSTRUCTION AND REPLACED AFTERCONSTRUCTION BY A LAND SURVEYOR.POWER POLE2'2'5'WWWCAUTION:OVERHEAD LINESCAUTION: OVERHEAD LINESGUY WIRE14+95.00 4" SEWER LATERAL17+80.00 4" SEWER LATERALPER LWD S-17NO. 0
1
-
0
0
8
0.
E
X
I
S
T
I
N
G
M
A
N
H
O
L
E
T
O
B
E
E
P
O
X
Y
L
I
N
E
D
PER
L
W
D
S
T
D.
S
P
E
C
D
I
V
I
S
I
O
N
2,
P
A
R
T
5.
C
O
N
N
E
C
T
I
O
N
LOT
NO.
STREET
REMARKSSTATION OF
LATERAL
AT MAIN
GROUND
ELEV.
AT PL
INVERT
AT MAIN
IE
LATERAL
ELEV.
AT PL
IE
ELEV.
UPSTREAM
FT.
MH RIM
BACKWATER
VALVE
REQ'D
SEQ.
NO.
LATERAL
SLOPE %
LENGTH
OF
LATERAL
DROP TO
MAIN
DEPTH
BELOW
PL
PL TO IE
PAD
2 3 4 5 6 7
ELEV.
8 10 11 12 13 14
--17+88.26 105.8 20'1.2'
--17+93.26 106.0 20'1.2'
107.4 2.2%
107.6
1 9
114.4
114.6
7.0'
7.0'2.2%
141 114.52 NO
114.52 NO134
-
-
DRAWING NO.
SHEET 5 OF 5
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENTENGINEERING DIVISION APPROVALSBENCHMARKAS-BUILT APPROVALS N0
SCALE: 1"=
60'40'20'10'20'
20'
8" SEWER IN SUNSET DRIVESEE SHEE
T
4
6
"
WA
TER
2
"
GAS
2" GAS2" GAS
EXISTING 12" PVC WATER
PER WO-82-109
EXISTING 8" PVC WATER
PER WO-82-109