2017-13533-G (Plans)RIGHT OF WAY NOTE
EROSION CONTROL
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
OWNER
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE COKER AT (760) 691 -9143, 24 HOURS A
CONCRETE WASHOUT
SAN ELIJO JOINT POWERS AUTHORITY
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
DAY.
2695 MANCHESTER AVENUE
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
CARDIFF -BY- THE -SEA, CA 92007
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO,
760 753 -6203
m
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL
at
DRAINAGE NOTE
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE
POST A SIGN DESIGNATING THE WASHOUT LOCATION.
SITE ADDRESS
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0
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CARDIFF BEACH \ S
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NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
CONSTRUCTION SITE ACCESS
APN 261 - 171 -08
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
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5
AN APPROVED DRAINAGE FACILITY.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS R" CRUSHED ROCK AND /OR CORRUGATED STEEL
F
ENGINEERING INSPECTOR.
PANELS /PLATES.
UTILITY NOTE
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
CONSTRUCTION VEHICLES
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
A SPECIFIC
AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
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GENERAL NOTES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
OWNER'S CERTIFICATE 10
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
EROSION CONTROL
I WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
( )
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF
CIRCUMSTANCES WHICH MAY ARISE.
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES, SLOPED SURFACES ESPECIALLY SHALL BE
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL IN PROJECT e
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF SITE
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
THE SITE. SAN ELIJO
INSPECTION.
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
LAGOON
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S
2. THE SOILS REPORT TITLED "FINAL DESIGN OF LAND OUTFALL REPLACEMENT" PREPARED BY NINYO
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST
& MOORE DATED JANUARY 29, 2016, PROJECT# 108030001 SHALL BE CONSIDERED AS A PART OF THIS
INCORPORATED HEREON.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES,
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND
PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING
SPECIFICATIONS CONTAINED IN SAID REPORT.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, VICINITY MAP
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES
SHALL BE IN PLACE AT THE END OF EACH
UNNECESSARILY; THEY HELP DECREASE EROSION.
FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR N.T.S.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS
GRADING.
(40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR
WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
j
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
GRASSES TO SHIELD AND BIND THE SOIL.
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
SIGNATURE: ATE:
REPLACED OR REPAIRED TO CONDITION
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
WIKE THORNTON
I EXISTING PRIOR TO GRADING.
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
SOILS ENGINEER'S CERTIFICATE
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
ON -SITE CONSTRUCTION MATERIAL STORAGE
WE, GREG FARRAND & WILLIAM REGISTERED PROFESSIONALS IN THE STATE OF CALIFORNIA,
SURVEYOR.
DRAIN SYSTEM.
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL
_MORRISON
PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING
INSTORE
THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY US OR UNDER OUR
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
DIRECTION ON JANUARY 29, 2016. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC.
WITH OUR RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE,
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN
WE HAVE REVIEWED THESE GRADING PLANS AND IT IS OUR OPINION THAT THE RECOMMENDATIONS INCLUDED IN
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A
THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
SPECIFICATIONS.
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
AND /OR THE TURF /LANDSCAPED AREAS.
TRAINING
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SIGNED: ,- %/1� SIGNED: '/� �1f/LfJ
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
_�•
GREG FARRAND WILLIAM MORRISON
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS BEEN
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE
CEG NO.. 1087 GE NO.:
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM
2468
ENGINEER, GRADING CONTRACTOR AND PERMITTEE, THE PRE - CONSTRUCTION MEETING SHALL BE
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
EXP. DATE: / 28 / 2018 EXP. DATE: 12131/2018
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE
____2 - --
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
WASTE MANAGEMENT
JOB #: 108030001
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
IT TO AN ADEQUATE IMP /BMP.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
NINYO & MOORE
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
5710 RUFFIN RD, SAN DIEGO CA 92123
WITHOUT A PERMIT FROM THE CITY.
858 576 -1000
11, UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND
STATEMENT OF ENGINEER OF WORK
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS.
BE PROVIDED STATING: "THE GRADING UNDER PERMIT
REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
NO. 13553 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER
OPERATION.
IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN
CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO
NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
AND AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
WILL DETERMINE
AND WILL DETERMINE THE SUITABILITY ANY FILL MATERIAL. UPON COMPLETION OF GRADING
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
ER
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
SITE.
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER
FOR THEIR INTENDED USE.
CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
:)
SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
13, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
REQUIRED FOR THIS STRUCTURE.
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
SURFACES.
/
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
SAN DIEGUITO WATER DISTRICT NOTES:
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SIGNATURE DATE:
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MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
_
P. SILVERMAN
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
/
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
J.R. FILANC CONSTRUCTION CO. INC.
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
740 N. ANDREASEN DR., ESCONDIDO CA 92029
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
2, REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760 ) 633 -2770.
760 941 -7130
TO BE PLACED. PRIOR TO PLACEMENT OF COMPACTED FILL, THE CONTRACTOR SHOULD REQUEST AN
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NOTIFICATIONS
RCE EXPIRES
EVALUATION OF THE EXPOSED GROUND SURFACE BY NINYO AND MOORE. UNLESS OTHERWISE
NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
_ _3/31/2018
RECOMMENDED, THE EXPOSED GROUND SURFACE SHOULD THEN BE SCARIFIED TO A DEPTH OF
PROJECT.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
EARTHWORK DATA
APPROXIMATELY 8 INCHES AND MOISTURE CONDITIONED BY WETTING OR AERATION TO GENERALLY
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 20 H: 1 V
ABOVE THE OPTIMUM MOISTURE CONTENT. THE SCARIFIED MATERIALS SHOULD THEN BE
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MAXIMUM VERTICAL DEPTH OF CUT= '
COMPACTED TO 90 PERCENT OF THEIR MODIFIED PROCTOR DENSITY AS EVALUATED BY ASTM D 1557.
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
MAXIMUM VERTICAL DEPTH OF FILL= 5-1
THE EVALUATION OF COMPACTION BY THE GEOTECHNICAL CONSULTANT SHOULD NOT BE
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
CONSIDERED TO PRECLUDE ANY REQUIREMENTS FOR OBSERVATION OR APPROVAL BY GOVERNING
AGENCIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY
IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
CUT= 0 C.Y. FILL= 3,300 C.Y.
NINYO & MOORE AND THE
APPROPRIATE GOVERNING AGENCY WHEN PROJECT AREAS ARE READY FOR OBSERVATION, AND TO
WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
A. SEWERS - CSD - (760) -633 -2770
IMPORT = 3,300 C.Y.
PROVIDE REASONABLE TIME FOR THAT REVIEW. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
REMEDIAL = C.Y.
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600
AND THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT.
EXISTING WATER FACILITY FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC. WHICH IS
( )
D. TELEPHONE - SBC BELL - (760)- 489 -3411
AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER
E. CABLE TV ` COX COMMUNICATIONS - (760)- 806 -9809 X -2233
15, CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS,
BMP PROJECT STATUS
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
PHONE: (760)- 633 -2770.
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
STANDARD
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
ACCORDANCE WITH THE GRADING ORDINANCE.
DIEGO GAS AND ELECTRIC VAULTS.
IMPERVIOUS AREA
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
WAYS.
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
WATER METERS MUST BE IN FRONT OF THE PARCEL
IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SQFT
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
THEY ARE SERVING.
INCREASE IN IMPERVIOUS AREA: 0 SOFT
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN
IMPERVIOUS AREA REPLACED: 0 SQFT
THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN
COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY
PARTS.
FIELD OPERATIONS
PLANNING
AND BUILDING
S DIEGUITO WATER DIST T
ENCINITAS FIRE DEPARTMENT
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
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF
WITH CATHODIGPROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
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
�I `��%
WITH A CITY
!
�`�'1`�hl[J �� 17
TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE
(
TREE REMOVAL,
SIG
DATE
SIGN
DATE
DATE
SIGN DATE
CHANGE NOM
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS-BUILT
DESIGNED BY:
DRANB BY:
CHEGPSD BY:
DIVISI ON APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
A6 Mo4 W4-S -S
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PLANS PREPARED UNDER SUPERVISION OF
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DESCRIPTION:
CONTROL PT NO 1 L &T IN CURB
OENINEERI�IW
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N1,950,042.74 E6,248,508.90
MARCH
HORIZONTAL: SEE DWG
DATE: 8/8/17
SAN ELIJO LAND OUTFACE REPLACEMENT
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35 3J�C�
LOCATION:
RECORD FROM:
2015 SURVEY
GARY P. SILVERMAN DATE
-
ELEVATION:
20.09
VERTICAL: SEE DWG
R.C.E. NO.: C42969
A/ (boBERT
Z h /�0
SAN ELIJO JOINT POWERS AUTHORITY
DATUM: NAVD88
l
_
REVIEWER
INSPECTOR
SENIOR ENGINEER
R P. SILVERMAN EXP.: 3/31118
' !
DATE DATE
PLANNING CASE NO: 15 -314 MUP r`pP 6- 16 -C109g
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LANE d
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LL
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-�I
EXCAVATION FOR
PIPE CONNECTION
STATE OF CALIFORNIA PORTION APN 261- 171 -08
STATE OF CALIFORNIA PORTION APN_261- 1_71 -08
STATE OF CALIFORNIA PORTION APN 261 - 171 -07
WORK AREA
Tx TxTSANDBAGS
..... a� SEE NOTE 10 ---_
EXISTING AC
PAVEMENT
NEW 30" OUTFALL
PIPELINE
SECTION
SCALE: 1" = 10'
ITITURVOWTHEFEWT
U SCREENED
CHAIN LINK FENCE U SCREENED
MOVE EXIST ROCK HIGHER THAN EXISTING ROCK RIP -RAP TOP OF RAISED EXISTING GROUND CHAIN LINK FENCE - - - - -- ,\
MATCH EXIST +15 NAVD 88 (APPROX) TO BUILD WORK AREA
PAVEMENT ELEVATION LEVEL PAD SMALL SANDBAGS TO
HOLD GEOTEXTILE
+I
---------------------
- - -- ----
APPROXIMATE FILL EXCAVATION TO PLACE BAGS
SECTION A-A VOLUME = 2,300 C.Y. (REUSE SAND FOR WORK AREA 1 5
TOP OF RAISED -
WORK AREA SCALE: 1" = 5' GEOTEXTILE FABRIC
SEE NOTE 13
EXISTING 30"
OUTFALL PIPELINE
�A
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250'
TxTxTSANDBAGS
SEE NOTE 10
20'
6' SCREENED CHAIN SE� PAS
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LINK FENCE _
17 "gr
SEJPA ESMT —
BACKFILL WORK AREA
WITH IMPORTED SAND,
SEE NOTE 12
SAND BAGS TO BE
BOUND TOGETHER
WITH STRAPS
Tx3'xTCLOSEDTOP
SAND BAGS
SEE NOTES 10 & 11
EXIST GROUND/
/ OCEAN
�,`, UBLE GATE
TEMP 6 KE LANE
S GNATED
WORK AREA.
SLED CRASH CUSHION
9) NO WORK SHALL OCCUR ON THE BEACH FROM MEMORIAL DAY WEEKEND THROUGH LABOR DAY OF
a1A A VEHICLE ACCESS LANE AND -
PEDESTRIAN WALKWAY (10' BIKE LANE STRIPING
-_ WIDE MINUMUM) _
30" OUTFALL PIPE
60" TL CASING
PLAN
SCALE: V = 20'
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK .SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: EN INEERI
GPS GNB GPS
S/6_ ►�-�'�7_ PLANS PREPARED UNDER SUPERVISION OF REI
DESCRIPTION: CONTROL PT NO 1 L &T IN CURB
I LOCATION: N1,950,042.74 E6,248,508.90 HORIZONTAL: SEE DWG DATE: 8/8117
- - - -- -- - RECORD FROM: MARCH 2015 SURVEY GARY P. SILVERMAN DATE
- _ R.C.E. NO.: C42969 S WAK
ELEVATION: 20.09 VERTICAL: SEE DWG _
DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER A P. SILVERMAN EXP.: 3/31/18 DATE
ANY YEAR, EXCEPT WITH WRITTEN APPROVAL OF THE EXECUTIVE DIRECTOR.
10) SAND BAGS TO BE FILLED ONLY WITH IMPORTED SAND THAT HAS BEEN DETERMINED TO BE
COMPATIBLE WITH LOCAL SAND. SAND BAGS WILL BE EMPTIED AT THE END OF THE PROJECT AND
THE SAND WILL BE GRADED TO BLEND WITH BEACH SAND.
11) ADDITIONAL SAND BAGS WILL BE AVAILABLE FOR PLACEMENT AT THE TOE OF THE SAND BAG
RETAINING WALL IN THE EVENT OF BEACH EROSION DUE TO A WINTER STORM.
12) SAND BAG RETAINING WALL WILL BE BACKFILLED WITH IMPORTED SAND THAT HAS BEEN
DETERMINED TO BE COMPATIBLE WITH LOCAL SAND.
13) SHORING DESIGN FOR EXCAVATION TO BE REVIEWED AND APPROVED BY CITY OF ENCINITAS
BEFORE DIGGING.
14) CONTRACTOR WILL OCCUPY A PORTION OF THE EMERGENCY ACCESS LANE FOR CONNECTION
AFTER INSTALLATION OF THE PIPE BY HDD.
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NOTES:
1)
THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN ACCESS AROUND THE STAGING AREA
DURING THE PROJECT CONSTRUCTION, INCLUDING SIGNAGE PLACED ON THE BEACH TO THE
IMMEDIATE NORTH AND SOUTH OF THE STAGING AREA TO PROVIDE PEDESTRIANS CLEAR DIRECTION
AND ACCESS AROUND STAGING AREA.
2)
THE CONTRACTOR SHALL REMOVE RIP -RAP AND REGRADE TO PROVIDE 10' MINIMUM ACCESS RAMP
"':"'��
(10% GRADE MAX) TO BEACH, SUITABLE FOR EMERGENCY VEHICLE AND PEDESTRIAN ACCESS. RIP -RAP
'�—
THAT IMPEDES EMERGENCY VEHICLE AND PEDESTRIAN ACCESS SHALL BE TEMPORARILY REMOVED
AND STOCKPILED DURING CONSTRUCTION. CONTRACTOR SHALL IMPORT SAND TO CREATE / MAINTAIN
THESE BEACH ACCESS RAMPS USING APPROVED COMPATIBLE SAND. CONTRACTOR SHALL RESTORE
SAND LEVELS AND GRADES TO ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK.
3)
CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING EMERGENCY VEHICLE ACCESS RAMPS WHICH
3'x 3'x 3' SAND BAGS
SEE NOTE 10
SHALL NOT CONTAIN COBBLES GREATER THAN 4 INCHES IN DIAMETER.
4)
CONTRACTOR IS RESPONSIBLE FOR MONITORING AND MAINTAINING EMERGENCY VEHICLE ACCESS
o
LANE AND RAMPS DURING CONSTRUCTION.
5)
CONTRACTOR IS RESPONSIBLE FOR RESTORING SITE TO ITS ORIGINAL DESIGN CONDITION.
•
RELOCATED RIP -RAP SHALL BE RESTORED AS DIRECTED BY THE CITY OF ENCINITAS. IMPORTING OF
ADDITIONAL RIP -RAP IS NOT REQUIRED.
6)
CONTRACTOR SHALL PLACE SIGNAGE (PROVIDED BY SEJPA) ON THE NORTHEAST AND SOUTHEAST
EDGE OF EXIST PVMT
CORNERS OF THE WORK AREA LIMITS THAT DISCUSSES THE PROJECT AND COMMUNITY BENEFITS.
7)
TRAFFIC CONTROL FEATURES PER CITY OF ENCINITAS APPROVED TRAFFIC CONTROL PLAN.
3)
NO OVERNIGHT STORAGE OF EQUIPMENT OR MATERIALS SHALL OCCUR OUTSIDE THE DE I
�,`, UBLE GATE
TEMP 6 KE LANE
S GNATED
WORK AREA.
SLED CRASH CUSHION
9) NO WORK SHALL OCCUR ON THE BEACH FROM MEMORIAL DAY WEEKEND THROUGH LABOR DAY OF
a1A A VEHICLE ACCESS LANE AND -
PEDESTRIAN WALKWAY (10' BIKE LANE STRIPING
-_ WIDE MINUMUM) _
30" OUTFALL PIPE
60" TL CASING
PLAN
SCALE: V = 20'
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK .SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: EN INEERI
GPS GNB GPS
S/6_ ►�-�'�7_ PLANS PREPARED UNDER SUPERVISION OF REI
DESCRIPTION: CONTROL PT NO 1 L &T IN CURB
I LOCATION: N1,950,042.74 E6,248,508.90 HORIZONTAL: SEE DWG DATE: 8/8117
- - - -- -- - RECORD FROM: MARCH 2015 SURVEY GARY P. SILVERMAN DATE
- _ R.C.E. NO.: C42969 S WAK
ELEVATION: 20.09 VERTICAL: SEE DWG _
DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER A P. SILVERMAN EXP.: 3/31/18 DATE
ANY YEAR, EXCEPT WITH WRITTEN APPROVAL OF THE EXECUTIVE DIRECTOR.
10) SAND BAGS TO BE FILLED ONLY WITH IMPORTED SAND THAT HAS BEEN DETERMINED TO BE
COMPATIBLE WITH LOCAL SAND. SAND BAGS WILL BE EMPTIED AT THE END OF THE PROJECT AND
THE SAND WILL BE GRADED TO BLEND WITH BEACH SAND.
11) ADDITIONAL SAND BAGS WILL BE AVAILABLE FOR PLACEMENT AT THE TOE OF THE SAND BAG
RETAINING WALL IN THE EVENT OF BEACH EROSION DUE TO A WINTER STORM.
12) SAND BAG RETAINING WALL WILL BE BACKFILLED WITH IMPORTED SAND THAT HAS BEEN
DETERMINED TO BE COMPATIBLE WITH LOCAL SAND.
13) SHORING DESIGN FOR EXCAVATION TO BE REVIEWED AND APPROVED BY CITY OF ENCINITAS
BEFORE DIGGING.
14) CONTRACTOR WILL OCCUPY A PORTION OF THE EMERGENCY ACCESS LANE FOR CONNECTION
AFTER INSTALLATION OF THE PIPE BY HDD.
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PROVIDE
REQUIREMENTS,
i t�� {p g{-iay..y�.we�eJ - AND PER OSHA
iVERIFY 4A....%iZI IR1....M�y .�+�B Vy I-y+�.S, a +� AND SIZE ryR� yyy
. I.00 4 LOCATION ? N SIZE OF ALL EXISTING
UNDERGROUND D UTILITIES AND/OR OR PIPES, PRIOR T
COMMENCING EXCAVATION,
:. THIS PLANT IS DESIGNED FOR PROTECTION OF WORKERS,
EXISTING UTILITIES, STRUCTURES AND/OR
SUBSTRUCTURES CLEARLY SPECIFIED ON PLANS. LAYOUT
IS PER CONTRACT DRAWINGS.
4. VERIFY THAT REQUIRED CLEARANCES ARE OBTAINED AND
THAT THERE IS SUFFICIENT WORDING SPACE.
THIS PLAN IS IN ACCORDANCE WITH FEDERAL AND/OR
STATE OSHA REGULATIONS, DESIGN BY A REGISTERED
CIVIL ENGINEER.
9 CONTACT CT J.M. TURNER ENGINE ?.. R M1I YUf FOR PLAN REVIEW
AND /CR PLAN REVISIONS IF EXISTING PARALLEL UTILITIES
THAN ARE AB} "�' IN FROM EDGE OF DIAMETER OR LARGER
�j yp+;y[I�`��D ARE CLOSER
10 VIEW SHORING PLANS TO VERIFY PRV EDDESIGN I
IN ACCORDANCE WITH CONTRACT SPECIFICATIONS
AND/OR REQUIREMENTS.
11, I FE 3E 4T PANEL LENGTHS CAN BE USED PROVIDED THE
OVERALL EXCAVATION DIMENSIONS DO NO INCREASE.
SLIDE RAIL SHORING
EXCAVATION PLAN
NOTE, THIS PROJECT COMPLIES WI I 2016 SBBC.
W3
• PROVIDE . STEEL
SHAPES IN ACCORDANCE WITH
MANUFACTURER'S TABULATED DA ry SIVIEE TS UNLESS
OTHERWISE SPECIFIED.
• PROVIDE ASTM A328, MINIMUM LIMUM Fy-3 .5 ICI SHEET PILE
• PROVIDE ASTM A36, MINIMUM i Fy =36 KSI STEEL PLATES,
• PROVIDE ASTM A36, MINIMUM FY=36 KSI STEEL BEAMS.
WELD IN ACCORDANCE WITH MANUFACTURER'S TABULATED
DATA SHEETS UNLESS OTHERWISE SPECIFIED,
PROVIDE TIMBER IN ACCORDANCE WITH MANUFACTURER'S
TABULATED DATA SLEETS, OR BETTER UNLESS OTHERWISE
SPECIFIED.
DEWATERING WELLS MAY BE REQUIRED AS MADLY AS
N EEDTOt. INAIN THE WATER LEVEL, AT THE BOTTOM
OF THE EXCAVATION.
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CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY:
BENCHMARK SCALE AS °BUILT -- GPS GNB GPs ENGINEERING DIVISION APPROVAL CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP GRADING PLAN FOR
DESCRIPTION: CONTROL PT NO 1 L &T IN CURB
- -- -- — -- LOCATION: N1,950,042.74 E6,248,508.90 HORIZONTAL: SEE DWG DATE: 11/22/17
— — RECORD FROM: MARCH 2015 SURVEY GARY P. SILVERMAN DATE SAN ELIJO LAND OUTFACE REPLACEMENT 1 3
ELEVATION: 20.09 VERTICAL: SEE DWG - _ �C� �/�O VC R.C.E. NO.: 69082 STEVE NOWAK CH TOPHER L MAGDOSKY SAN ELI�O JOINT POWERS AUTHORITY
DATUM: NAVD88 ADRIANUS J. VERMEULEN Ix-4-17
REVIEWER INSPECTOR SENIOR ENGINEER EXP.: DATE DATE PLANNING CASE NO: 15 -314 MUP SHEET 3 OF 5
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PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP GRADING PLAN FOR
DESCRIPTION: CONTROL PT NO 1 L &T IN CURB
- -- -- — -- LOCATION: N1,950,042.74 E6,248,508.90 HORIZONTAL: SEE DWG DATE: 11/22/17
— — RECORD FROM: MARCH 2015 SURVEY GARY P. SILVERMAN DATE SAN ELIJO LAND OUTFACE REPLACEMENT 1 3
ELEVATION: 20.09 VERTICAL: SEE DWG - _ �C� �/�O VC R.C.E. NO.: 69082 STEVE NOWAK CH TOPHER L MAGDOSKY SAN ELI�O JOINT POWERS AUTHORITY
DATUM: NAVD88 ADRIANUS J. VERMEULEN Ix-4-17
REVIEWER INSPECTOR SENIOR ENGINEER EXP.: DATE DATE PLANNING CASE NO: 15 -314 MUP SHEET 3 OF 5
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DESCRIPTION APPROVED DATE UESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE NO BENCHMARK SCALE AS-BUILT GPS GNB GPS ENGINEERING DIVISION APP ®VA CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
Ado SMORLUG- W _�Eg{_ _ S _- - _ -G-1� PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPR GRADING PLAN FOR
DESCRIPTION: CONTROL PT NO 1 L &T IN CURB
- — - LOCATION: N1,950,042.74 E6,248,508.90 HORIZONTAL: SEE DWG DATE: 11/22/17
-- -- - - -- RECORD FROM: MARCH 2015 SURVEY GARY P. SILVERMAN DATE SAN ELIJO LAND OUTFALL REPLACEMENT 13533
ELEVATION: 20.09 VERTICAL: SEE DWG ( ^ R.C.E. NO.: 69082 STEVE NOWAK ��CH O HER L MAGDOSKY SAN ELIJO JOINT POWERS AUTHORITY
DATUM: NAVD88 /7 - 4-1 %
REVIEWER INSPECTOR SENIOR ENGINEER ADRIANUS J. VERMEULEN EXP.: I DATE DATE PLANNING CASE NO: 15 -314 MUP SHEET 4 OF 5
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CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY:
BENCHMARK SCALE AS-BUILT — GPS GNB GPs ENGINEERING DIVISION A PROVAL CITY OF ENCINITAS a PUBLIC WORKS DEPARTMENT DRAWININO.
AGO bN04IN& - Alfcw 'bMdtT -sitQ _I >- 1 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP GRADING PLAN FOR
DESCRIPTION: CONTROL PT NO 1 L &T IN CURB LOCATION: N1,950,042.74 E6,248,508.90 HORIZONTAL: SEE DWG DATE: 11/22/17
/SAN ELIJO LAND OUTFACE REPLACEMENT RECORD FROM: MARCH 2015 SURVEY GARY P. SILVERMAN DATE STEVE NOWAK h0� I TOPHER L. MAGDOSKY � � �
ELEVATION: 20.09 VERTICAL: SEE DWG S FE gQyN R.C.E. NO: 69082 SAN ELIJO JOINT POWERS AUTHORITY
DATUM: NAVD88 H Gam•7
-- - - -- — - - - - ADRIANUS J. VERMEULEN
REVIEWER INSPECTOR SENIOR ENGINEER EXP - DATE DATE PLANNING CASE NO. 15 -314 MUP SHEET 5 OF 5
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AGO bN04IN& - Alfcw 'bMdtT -sitQ _I >- 1 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP GRADING PLAN FOR
DESCRIPTION: CONTROL PT NO 1 L &T IN CURB LOCATION: N1,950,042.74 E6,248,508.90 HORIZONTAL: SEE DWG DATE: 11/22/17
/SAN ELIJO LAND OUTFACE REPLACEMENT RECORD FROM: MARCH 2015 SURVEY GARY P. SILVERMAN DATE STEVE NOWAK h0� I TOPHER L. MAGDOSKY � � �
ELEVATION: 20.09 VERTICAL: SEE DWG S FE gQyN R.C.E. NO: 69082 SAN ELIJO JOINT POWERS AUTHORITY
DATUM: NAVD88 H Gam•7
-- - - -- — - - - - ADRIANUS J. VERMEULEN
REVIEWER INSPECTOR SENIOR ENGINEER EXP - DATE DATE PLANNING CASE NO. 15 -314 MUP SHEET 5 OF 5
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CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY:
BENCHMARK SCALE AS-BUILT — GPS GNB GPs ENGINEERING DIVISION A PROVAL CITY OF ENCINITAS a PUBLIC WORKS DEPARTMENT DRAWININO.
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DESCRIPTION: CONTROL PT NO 1 L &T IN CURB LOCATION: N1,950,042.74 E6,248,508.90 HORIZONTAL: SEE DWG DATE: 11/22/17
/SAN ELIJO LAND OUTFACE REPLACEMENT RECORD FROM: MARCH 2015 SURVEY GARY P. SILVERMAN DATE STEVE NOWAK h0� I TOPHER L. MAGDOSKY � � �
ELEVATION: 20.09 VERTICAL: SEE DWG S FE gQyN R.C.E. NO: 69082 SAN ELIJO JOINT POWERS AUTHORITY
DATUM: NAVD88 H Gam•7
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REVIEWER INSPECTOR SENIOR ENGINEER EXP - DATE DATE PLANNING CASE NO. 15 -314 MUP SHEET 5 OF 5