2001-6745 I (Plans)GENERAL RIGHT-OF-WAY NOTES:
1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY
RIGHT-OF-WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED
CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 NOURS
ADVANCE NOTICE OF THE INITIATION OF PERMITTED USE AT (760)
633-2796 OR 633-2797, OR AS STATED ON THE PERMIT.
2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UMoBIOROUO
SE ICE ALBR MW SHALL BE NOTIFIED FOR LOCATION OF
UNDERGROUND UTILITIES AT 1-800-422-4133. THE PROPOSED DIG
AREA MUST BE MARKED IN MITE PAINT PRIOR TO CONTACTING
(USA).
3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A
CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S
LICENSE OF THE APPROPRIATE CLASS.
4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE
SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE
FLAGGED AND BARRICADED TO THE SATISFACTION OF THE CITY
INSPECTOR IN COMPLIANCE WITH THE "WORK AREA TRAFFIC CONTROL
HANDBOOK', LATEST EDITION PUBLISHED BY BUILDING NEWS, INC. IN
THE EVENT THAT THE INSPECTOR DETERMINES PROPER TRAFFIC
CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE
AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY
AUTHORIZED REPRESENTATIVE TO ORDER, ON THE RENTAL BASIS,
SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND
PROPER TO PROTECT THE PUBLIC SAFETY AND FURTHER AGREES TO
PAY ANY AND ALL COSTS AND CHARGES THAT THE CITY MAY INCUR
IN PROVIDING SAID TRAFFIC CONTROL.
5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO
PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT
RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS WITHIN THE
CITY RIGHT-OF-WAY, WITH A COPY OF THE PERMIT INCLUDING
THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED
PLANS. THE PERMIT, PLANS AND WORK AREA TRAFFIC CONTROL
HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SITE WHENEVER
WORK IS IN PROGRESS.
6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE CITY SPECIFICATIONS AND APPROVED PLANS, SUBJECT TO
INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING
SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. CERTIFICATION
FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS,
SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE
CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTING SHALL
BE BY THE PERMITTEE. CERTIFICATION SHALL BE MADE BY A
CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY.
7. NO WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS PERMITTED ON
SATURDAYS, SUNDAYS, OR HOLIDAYS. ANY DEVIATION FROM THE
WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE
PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING
SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. ANY
QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760)
fi33-2770.
8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERIALS
AND MAJOR ROADS, SHALL BE STARTED BEFORE 7:30 A.M. OR
CONTINUE AFTER 5:00 P.M. ON WEEKDAYS.
9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER
3.00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS. UNLESS
AUTHORIZED ON THE PERMIT BY THE CITY ENGINEER. ALL WORK ON
PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON
THE CIRCULATION ELEMENT OF THE CITYS GENERAL PLAN, WILL
REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CITY
TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760)
fi33-2704.
10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS
AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING
DAY. (NO LATER THAN 3:00 P.M. ON MAJOR ROADS, DEFINED
HEREIN.)
11. TWO-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. MINIMUM
TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF
STREET WIDTH PREVENTS MAINTAINING TWO-WAY TRAFFIC, PERMITTEE
AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN
ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK,
WHICH SHALL INCLUDE THE USE OF A FULL-TIME FLAGMAN.
12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO
NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE
SATISFACTION OF THE CITY ENGINEER OR HIS DULY AUTHORIZED
REPRESENTATIVE.
13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST
2" OF COLD MIX ASPHALT OR METAL PLATED ACCORDING TO CITY
SPECIFICATIONS DURING NON -WORKING HOURS. METAL PLATES ARE
REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES
AND MUST BE MAINTAINED. REFER TO THE CITYS STANDARD
DRAWING DATED JULY 31, 1990.
14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE CITY
ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO
THE CITYS STANDARD DRAWING DATED SEPTEMBER 30, 1996.
15. NO TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS
SHALL BE PERMITTED. IMPROVEMENTS SHALL BE REMOVED AND
REPLACED JOINT TO JOINT.
16. TWO SACK SAND -CEMENT SLURRY MIX SHALL BE REQUIRED AS
BACKFILL ON ALL LATERAL EXCAVATIONS WITHIN PRIME ARTERIALS,
MAJOR ROADS AND COLLECTORS AS WELL. AS ALL LOCATIONS WHERE
THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE
FOR USE AS BACKFILL.
17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS
FROM DEPOSITING IN GUTTERS, STREETS AND STORM DRAINS. NO
WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED
ON CITY STREETS. VIOLATIONS WILL BE REFERRED FOR NPDES
ENFORCEMENT AND PENALTIES.
18. ANY ROADWAY STRIPING OR MARKINGS DAMAGED OR REMOVED
DURING THE OPERATIONS OF THIS PERMIT SHALL BE MATCHED AND
REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT OR
THERMOPLASTIC, ALL TO THE SATISFACTION OF THE CITY ENGINEER
OR HIS DULY AUTHORIZED REPRESENTATIVE.
19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,
LATEST EDITION, SECTION 201, AND BE APPROVED BY THE CITY
ENGINEER OR HIS DULY AUTHORIZED REPRESENTATIVE.
20. TRENCHING FOR INSTALLATIONS ACROSS ANY INTERSECTING
ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE. NOT MORE
THAN HALF OF THE WIDTH OF A TRAVELED ROADWAY SHALL BE
DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT
OPEN TO TRAFFIC BY BRIDGING OR BACKFILUNG.
(CONTINUED ON SHEET 2-NOTES)
NO. I DESCRIPTION
:0:8I R 11111917M'a
PANS FOR THE CONSTRUCTION OF
ENCINITAS BEACH RESORT
SEWER AND WATER IMPROVEMENTS
IN THE
CITY OF ENCINITAS
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1 I f f S
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SHEET 3
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SHEET
OWNERS CERTIFIC
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE
RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THE SITE.
I HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS OFFICERS, OFFICIALS,
EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS,
DEMANDS, CAUSES OF ACTIONS. LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF
DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY
WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS, EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS, OFFICIALS, OFFICERS. OR REPRESENTATIVES FOR ANY AND ALL WORK OR
CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE
PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE: DATE:
E II ITAS BEACH TEL VENTURE, LLC
SOIIS
ENGINEERS
CERTIFICATE
I, WILLIAM
D. OLSON
A REGISTERED CIVIL ENGINEER IN
THE STATE
OF
DOING
BUSINESS
IN THE FIELD OF APPLIED SOIL
MECHANICS,
H
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SIGNED: 6 � A
PE 45283'"/yWI/I/tAM D. TOLLSON
SIGNED:
CEG 2457 MICHAS. D. JENSEN
LEIGHTON CONSULTING INC. Ywc°"`,, Dryly
3934 MURPHY CANYON ROAD, SUITE B-205\.os c s 4
SAN DIEGO, CA 92123 (858) 292-8030
"SAND UPDATE LETTER DATED JUNE 18, 1018AND RESPONSE LETTER DATED AU OUST 51,2018
PUBLIC WORKS PLANNING AND BUILDING
(4�"��`'
,TmR
PROPERTY LINE. ....
_ -1�..
RIGHT-OF-WAY.....
-R/W�
SEWER. .....
- S
WATER. ........
_W,_
SHEET INDEX. ....
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS
TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN
SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF
ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER
AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS
CAPACITY AS A PUBLIC ENTITY .FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A
DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF
THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF
RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER
AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
AGENTS, AND EMPLOYEES FROM .PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM
THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR
EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE: DATE:
ARK L. HENNING. R.C.E. 58007
&I HALE �D
f N01 NFE R1N G
HALE ENGINEERING AND SURVEYING, INC. II _
7910 CONVOY CT.
SAN DIEGO, CA 92111
(858) 715-1420 n
d C°YIL yy
�UF CAISU`�
PARKS AND RECREATION
IS � aJayia 1-21-19
)ATE VA FIL SIGN DATE
SCALE AS -BUILT HMO By. I
PLANS PREPARE.
HORIZONTAL: N/A� /DwCG vsrzt
CLINTON E.HALE DATE
. VERTICAL VA", „.,, ,,.
LEGEND IMPROVEMENT
STD, DRAWING NO,
SYMBOL
PROPERTY LINE ....................................
.. _ -$-
EXISTING CONTOUR_ ...............
.......
_---SG_____-
PROPOSED CONTOUR. ..............
....... ......
�-
EXISTING CLEANOUT....................................
EXISTING SEWER. ..............................
I ... I
. I S
EXISTING STORM DRAIN
...........
- - - -
EXISTING WATER. ..........
.............. ....
. yy_.
TRENCH RESURFACING. ....
......SDRSD G-24.. .....
C"'^
SEWER
8" PVC SEWER MAIN. ...........
LWD S-11,. S-12
SEWER MANHOLE ..
. SDRSD SM-01, 03-05, M-3
SEWER CLEANOUT .. ..
.... LWD S 8,.S-9 . ........
WATER
2" BLOW OFF. .....
WAS WB-01 WC-171 WB O6
CONCRETE THRUST BLOCK
... WAS WIT-01
GATE VALVE (SIZE AS NOTED). ..
, WAS WV-02 .. ...
FIRE HYDRANT ASSEMBLY (INDUSTRIAL) WAS _WF 01 WF-04
6" FIRE SERVICE I . , ...
I .... WAS WF 05 ...........
. �
2" MANUAL AIR VALVE (MAR)....
WAS WA-01, WA-07, WC 17 ......
-------- 11
8"/12" PVC WATER MAIN......
WAS WP-01. _ . _ ....
W
R.P. BACKFLOW DEVICE ....
WAS WR 01 ,WR_ 02 .........
(3) 2" WATER SERVICE
'WAS WS-02 WC-17
..
f
2" IRRIGATION SERVICE. .......
WAS WS702 . WC.17 .. .
SHEET INDEX
TITLE SHEET ........................................ SHEET i
NOTES AND DETAILS ............................. SHEET 2
PLAN AND PROFILE ............................... SHEET 3
PLAN AND PROFILE ............................... SHEET 4
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS,
HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES
AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - LEUCADIA WASTEWATER DISTRICT (LWD) - (760) 753-0155
B. GAS & ELECTRIC - SDGE - (760)-438-6200
C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600
D. TELEPHONE - SEC BELL - (760)-489-3411
E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING
ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE:
(760)633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT
TO REJECTION AND REMOVAL.
OWNER
ENCINITAS BEACH HOTEL VENTURE, LLC
12250 EL CAMINO REAL, SUITE 160
SAN DIEGO, CA 92130
PHONE: 858-350-4800
SITE ADDRESS
2100 NORTH COAST HIGHWAY
ENCINITAS, CA
ASSESSOR'S PARCEL NUN
�4[:IIS16'IIIdR:
PARCEL 1 OF PARCEL MAP NO. 18587 IN THE CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO THE MAP THEREOF, RECORDED NOVEMBER 21,
2000 AS FILE NO. 2000-0635224, FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY.
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VICINITY MAP
N.T.S.
BMP PROJECT STATUS
Lcul AU1A "AJ I CYYA I CR
DISTRICT
SAN DIEGUITO WATER DISTRICT
ENCINITAS FIRE DEPARTMENT
PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED
BY OWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR
PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION
CONTROL FACILITIES"
RECORDED ON
AS DOC. f:
PUBLIC SEWER SYSTEM APPROVAL
AP V D B - LVRD DISTRICT ENGINEER
C33692 Z 1'ICk
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JYINiyi( f�l /(i//'' J�110 hi
DEXTER S. MLSON, P.E. RCE DATE
DEXTER WISON ENGINEERING. INC 6/30/2020
SIGN DATE
SIGN DATE
RM EXP. DATE
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
H
DATE: W7/17
R.C.E. NO.: 58007
\ I ENCINITAS BEACH RESORT
�II SEWER AND WATER IMPROVEMENTS
APN: 216-041-26
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SHEET OF imp
EXP.:
CASE NO: TPM-89-014
CHANGE NO.
GENERAL RIGHT-OF-WAY NOTES CONTINUED
(CONTINUED FROM SHEET 1)
21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS
ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT
LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY,
UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE CITY ENGINEER. THE SHALLOWEST PORTION
OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30)
INCHES BELOW THE ROADWAY SURFACE.
21 (A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES
REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING
UTILITIES SHALL MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED
FROM THE NEAREST EDGE OF THE FACIUTY. ANY DEVIATION FROM THIS
REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE CITY ENGINEER OR HIS
DULY AUTHORIZED REPRESENTATIVE.
22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE
HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH
SPOILS, SHALL BE REMOVED FROM THE RIGHT-OF-WAY. THE ROADWAY SHALL BE LEFT IN
NEAT AND ORDERLY CONDITION.
23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE
AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND
DEBRIS.
24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE
KEPT OPEN TO TRAFFIC AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF THE ROADWAY SHALL BE
REMOVED BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WHICH
WILL LEAVE A CLEAN NON-SKID SURFACE WITHOUT IMPAIRING, DAMAGING OR LOOSENING THE
SURFACE.
26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTIVES ISSUED BY THE CITY ENGINEER OR
HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS
FROM BECOMING A NUISANCE OR ANNOYANCE.
27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS
IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF
THE BACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING
DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMITTEE SHALL
PROMPTLY REPLACE WITH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY
PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION,
OBSTRUCTION, OR CONSTRUCTION OPERATIONS, ALL TO THE SATISFACTION OF THE CITY
ENGINEER, AND AS SPECIFIED ELSEWHERE HEREIN. THE CITY ENGINEER MAY, AT HIS OPTION,
ELECT TO DO THE SURFACING OR REPAIRING HIMSELF; IN SUCH CASE, THE PERMITTEE SHALL
BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING MATERIAL MAY BE LEFT IN PLACE
FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED.
28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF
SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A
STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION
SHALL BE ONE (1) INCH AC GREATER THAN EXISTING STRUCTURAL SECTION, WHICHEVER IS
GREATER. REFER TO THE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT
SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING
INSPECTOR.
29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO
RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM,
OR IF THE CITY ENGINEER HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE CITY
ENGINEER SHALL CAUSE THE REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED
NTH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES.
30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR
APPROVAL BY THE CITY ENGINEER. ALL OSHA REGULATIONS SHALL BE MET.
31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY
THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE
CITY ENGINEER. A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A
PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT
APPUCATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PITS.
GROUTING AND INTERMEDIATE BORE PITS MAY BE REQUIRED.
32. ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE APPLICANT'S SITE PLAN
FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED
INTERSECTIONS, CROSSING INTERCONNECT WIRES. OR OTHERWISE WHERE THE CITY ENGINEER
HAS A SPECIAL CONCERN.
33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO
YEARS SHALL BE CATEGORICALLY DENIED.
34. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND SURVEYOR.
35. THE REMOVAL OF ANY AND ALL CITY TREES SHALLBE CONSISTENT WITH THE CITY'S URBAN
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON
CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL
BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE.
NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR
WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE
OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS
NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF
APPROVED IMPROVEMENTS ARE IN CONFLICT NTH A CITY TREE, IT MUST NOT BE DISTURBED
UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
36. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLETING WORK IN THE AREA
TO CURRENT CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POUCY
DIRECTIVE 09-06 AT NO COST TO THE CITY.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT WILUAM DODDS AT (619) 522-8171., 24
HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF
THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SHALL
BE INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
FIRE DEPARTMENT NOTES:
1. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT
SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE
FIRE DEPARTMENT:
• ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE
INSPECTING DEPARTMENT OR AGENCY;
• AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A
PERMANENT ALL-WEATHER SURFACE FOR EMERGENCY VEHICLES; AND
• ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED BY THE FIRE
DEPARTMENT AND APPLICABLE WATER DISTRICT.
2. ALL GATES AND OTHER DEVICES WHICH COULD OBSTRUCT FIRE ACCESS OR HINDER EMERGENCY
OPERATIONS ARE PROHIBITED UNLESS THEY MEET FIRE DEPARTMENT STANDARDS.
DESCRIPTION I APPROVED I DATE
HORIZONTAL: Na
VERTICAL: V.
STORMWATER POLLUTION CONTROL BMP
CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO
CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING
WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SUE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3"
CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE.
ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE.
CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO
NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY
PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SUE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE
RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES
MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES
SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORM DRAIN INLETS.
STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND
PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TAADUNG
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE
TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE SUP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBIUTIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE
WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES
SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES
SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL
TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH
MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS,
BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS
HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE
HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND
TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY
FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN.
CONTRACTOR MUST ROUTINELY CHECK AND .CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY
FROM CONSTRUCTION SITE.
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS
PLEASE CONTACT THE ENGINEERING DIVISION, CITY OF. ENCINITAS AT (760) 633-2770.
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 DISTRICTS 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
AN DIEGUITO WATER DISTRICT
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 UNES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT
OFFICE.
13. PRIOR TO AWARDING WATER UNE CONTRACT. OWNER SHALL ADVISE PROSPECTIVE
CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE
(WASC) SPECIFICATIONS.
14. FILL AREAS MUST BE COMPACTED TO 90R, 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
CROSSINGS WITHIN 10 FEET OF
ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNULH WAILK MAINS UNLE55
GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW
DEVICE INSTALLED TO THE DISTRICTS 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 COUPUNGS 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 COUPUNGS FOR ALL
RADII BETWEEN 140 FEET TO 27D FEET. USE 19-FOOT PIPE LENGTHS WITH DEFLECTION
COUPUNGS 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 DISTRICTS REPRESENTATIVE.
1. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LED BRASS
BE USED IN CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE
JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
MATERIALS TO BE NO -LED 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
CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR BE
ABANDONED AS DIRECTED BY THE SON) INSPECTOR. I
LEUCADIA WASTEWATER DISTRICT NOTES
1. ALL WORK AND MATERIALS RELATED TO LWD SEWER DESIGN, MATERIALS, AND CONSTRUCTION
SHALL CONFORM TO THE LWD--SEWERSTANDARDSPEC AVAILABLE ON THE LWD WEBSITE AT
HTTP-//WWWLWWDORG/DEVELOPERS/STANDARD/SPECS 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 CONFUCT. THE
2. CONTRACTOR SHALL CCTV INTERNALLY INSPECT ALL GRAVITY SEWER FACILITIES CROSSED OVER
OR UNDER, BOTH BEFORE AND AFTER NEW IMPROVEMENTS ARE CONSTRUCTED. HIGH QUALITY
DIGITAL CCTV VIDEO SHALL BE PROVIDED TO LWD FOR REVIEW AND RECORD PURPOSES PRIOR
TO COMMENCING NEW WORK AND FOLLOWING COMPLETION OF NEW WORK. THE CCTV
DOCUMENTATION WILL BE SUBMITTED TO THE DISTRICT 15 CALENDAR DAYS PRIOR TO
COMMENCEMENT OF WORK THAT WILL CROSS A GRAVITY SEWER.
3. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE,
TREATMENT, AND DISPOSAL TO THE PUBUC 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.
4. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LOUD
FACIUTES 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 REWIRED TO SEWER FACILTY OPERATIONS. 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.
5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS;
CONTAINING AND 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.
6. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES
IN THE AREA OF WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES.
7. CONTRACTOR SHALL NOTIFY LWD WITH 48 HOURS PRIOR TO EXCAVATION OF SEWER
UNDERCROSSINGS. OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE
EXPOSED.
8. COORDINATION, SUBMITTALS, AND NOTIFICATIONS SHALL BE MADE BY TELEPHONE AND EMAIL
TO MR. IAN RIFFEL AT 760-753-0155 / IRIFFELOLWWD.ORG EMERGENCY CONTACT CAN BE
MADE AFTER HOURS AT LWD AT 760-753-0155.
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 SERVCES 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.
AS-BUILTwmm
ENGINEERING DIVISION APPROVALS
H
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G•/a 2J9/21
PLANS PREPARED UNDER SUPERVISION OF
DATE: Z/?,
R.C.E. NO.: 58007
REC K :
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APPROVED:
ED MER
I. HALE DATE
EXP.: 06/30/20
DATE
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DATE
10-21
99
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CITY OF ENCINITAS - DEVELOPMENT SERVICES
ENCINITAS BEACH RESORT
SEWER AND WATER IMPROVEMENTS
APN: 216-041-26
PLANNING CASE NO:
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DRAWING NO.
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6745-1
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PRIVATE WATER DATA TABLE
BEARING/DELTA
RADIUS
LENGTH
NOTE
C1
16' 2T 38"
214.W
61.49
8' PVC CL-305 C-900
C2
0' 5i loft
212.00'
3.52'
8' PVC CL-305 C-900
L1
N14' 49' 21'W
--
46.71'
8" PVC CL-305 C-900
L2
N89' 26' 01
--
128.45'
8" PVC CL-305 C-900
L3
S124 58' WE
--
273.04'
8' PVC CL-305'C-900
0 OW
42.45'
8PVC CL-305 C-900
US46
----
15.38
8" PVC CL-305 C-900
28.92'
TIP PVC CL-305 C-90D
42.88'
8" PVC CL-305 C-900
FIRE DEPARTMENT NOTES:
1. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE
MOUNTED AT THE FOLLOWING HEIGHT(S): 36 TO 42
INCHES ABOVE FINISHED GRADE TO THE TOP OF THE
CONNECTION.
2. INSTALL TWO-SIDED "BLUE DOT" REFLECTIVE FIRE
HYDRANT MARKERS 4" TO 6" FROM CENTER LINE OF
HYDRANT SIDE.
3. INSTALL "GREEN DOT" REFLECTIVE FIRE DEPARTMENT
CONNECTION MARKER 4" TO 6' FROM CENTER LINE ON
FDC SIDE.
WATER EASEMENT PER -
DOC NO. 2019-001043D
DATED JAN. 10, 2019
sz DWG. �A
.PEN Dwc. 6394-
16 PVC CL 305 C-900 CASING PER WAS
/ WP-04 W/ SPACERS AND END SEALS
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NO. 2019-00104
D JAN. 10. 2019
AS -BUILT
ENGINEERING DIVISION APPROVALS
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PLANS PREPARED UNDER SUPERVISION OF
RECO MENpED:
APPROVED-
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DATE: 2 7
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CLINTON E. HALE DATE
R.C.E. NO.: 58007
STEVEN MOWpK (S
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DATE
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In a luc
TFFM/ANCFM BLOCK TABLE
fR'
STATION
TI EICM
OF PPE
TYPE OF
MOCK
TYPE OF
APPIIIIBICNKE
Twr
TOTAL
TM IST
A8911® SOIL
CAPACITY
AREA OR VOLUME
OF BLOCK
PiIBIBUE
16+46.81
PVC/8'
THRUST
ANG. PT
250 IB/IN'
16,131 IB
2,000 IB/FT2
12.1 FT2
16+62.19
PVC/8"
THRUST
ANG. PT
250 IB/IN'
16,082 IB
2.000 IB/FT2
12.1 FT'
16+80.63
PVC/8"
THRUST
TEE (FH)
250 IB/IN2
16,131 18
2,000 IB/FT'
12.1 FP
17+04.63
PVC/8'
THRUST
ANG. PT
250 IB/IN'
16,082 IB
2,D00 IB/FT'
12.1 FT'
19+35.99
PVC/8"
THRUST
TEE (FH)
250 IB/IN'
16.082 IB
2,000 IB/FT'
12.1 FT'
19+28.28
PVC/8'
THRUST
ANG. PT
250 IB/IN'
16,082 IS
2,000 IB/FT'
12.1 FT'
19+77.68
PVC/8'
THRUST
ANG. PT
250 IB/IN'
16,082 IB
2,000 IB/FT'
12.1 FF
21+06.13
PVC/8'
THRUST
AND. PT
250 IBAN'
16,082 IB
2,000 IB/FT'
12.1 FT'
21+52.84
PVC/8"
THRUST
AND. PT
250 IB/IN'
16,002 IB
2,000 IB/TT'
12.1 FT'
2- MAR PER WA-07 (TYP.)
DOSTING 6" ACP WATER
PROPOSED 8"
PVC WATER
/// 1N
W
8" WGV
RDU
_GcPO
8-i6- FLG)PO REDUCER
PROP. 6' PVC WATER
JOINT RESTRAINT SYSTEN
/
TRANSITION COUPLING
QQAL; CON ECipN TO EXISTING 6' ACP
WATER LIPS
NTS
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20 0 20 40 60
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CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
i o
ER AND WATER PLAN AND PROFILE FOR:
w>
W
ENCINITAS BEACH RESORT
6745-1
SEWER AND WATER IMPROVEMENTS
APN: 216-041-26
wozm
ow
m
INNING CASE NO: TPM-89-014
SHEET 4 OF 4 -
w o .