2014-12102 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT
OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK
NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS,
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT
PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A
MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED
DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
REQUEST FOR INSPECTION.
2. PER CITY OF ENCINITAS STAFF, NO SOILS REPORT IS REQUIRED FOR THIS
GRADING SUBMITTAL.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN
PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL RE REQUIRED IN CONJUNCTION
WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. 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.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS
AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
THE HOURS OF 5:35 P.M. AND 7:20 AM. NOR ON SATURDAYS, SUNDAYS AND
CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT:
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
AND PERMITEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH
THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WITHIN THIS PROJECT, THE DEVELOPER SHALL SUBMIT TO
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE
HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT,
BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF
SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE
GRADING UNDER PERMIT NO. 12102 -G HAS BEEN PERFORMED IN
SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS
SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO
CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE
EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS, AND
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS
AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR
THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL
VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY
THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE
PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE
FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A
DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER
AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR
EXCAVATION AND EMBANKMENTS SHALL BE SHAPED. PLANTED, AND TRIMMED
AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING
ORDINANCE.
GENERAL NOTES (CONTINUED):
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL
OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE 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 WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN
IS REVISED TO ADDRESS THE TREE REMOVAL.
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 - CSD - (760) 633 -2770
B. GAS & ELECTRIC - SDG &E - (760) 438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600
D. TELEPHONE - SBC BELL - (760) 489 -3411
E. CABLE TV -COX COMMUNICATIONS - (760) 806 -9809 x2233
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.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TODD PLASTINO AT
(805) 929 -5358.
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 -OFF 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 GRADING
PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKDAY.
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.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM
ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO
GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE CH RGE ONTO
THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION
CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED
BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH
ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL
IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY
AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY
OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES
TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE
IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS
DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE
IMP /BMP.
6. ALL STORMWATER IMP /BMF FACILITIES SHOWN HEREON SHALL
NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON
THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE
ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH - ENCLOSURES SHALL BE FITTED TO
COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS.
THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE
ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE
ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER
THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED
WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE
ENCLOSURE SHALL BE SELF - CONTAINED OR MAY HAVE A DRAIN THAT
DISCHARGES THROUGH AN ADEQUATELY SIZED OIL / GREASE SEPARATOR AND
IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS
OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
REQUIRED FOR THIS STRUCTURE.
STORMWATER POLLUTION_ CONTROL BMP NOTES RELATIVE TO CONSTRUCTION
F- 10 10111: W,
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 SITE 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 GRAVEL AND /OR CORRUGATED STEEL
PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN 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 0 EROSION CONTROL
PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING
ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION G N AS SOON AS POSSIBLE, ONCE EXCAVATION
AND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE 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 STORMDRAIN INLETS.
STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
THE PERIMETER AT ALL TIMES.
TRAINING
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 BMP 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 RESPONSIBILITIES.
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 DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER
BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE
NATURAL STORM RUNOFF. DUMPSTERS 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.
,45 0111L- 5 I FIELD OPERATIONS
WASTE MANAGMENT (CONTINUED)
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.
SAN DIEGUITO WATER DISTRICT NOTES:
1. REVIEW 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.
2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE 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 WRITTEN
PERMISSION IS GIVEN BY SAN DIEGUITO WATER DISTRICT.
3. CONSTRCTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR
ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS,
VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PRODUCT. ALL
AFFECTED WATER FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER
DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEY SHALL
BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING
WATER SERVICES.
5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE
HYDRANTS AND
SAN DIEGUITO GAS AND ELECTRIC VAULTS.
6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL
OTHER TRAVELED
WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING.
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE: H V
MAXIMUM VERTICAL DEPTH OF CUT = ___ -- NrA____ .
MAXIIMUM VERTICAL DEPTH OF FILL = _____ NL?_____ .
CUT = --- =---- CY. FILL= ____ C.Y.
IMPORT = 150 -C.Y. OF CLEAN SAND TO FILL GEOBAGS.
REMEDIAL = ___ C.Y
( _SL' REMOVAL AND RECOMPACTION UNDER AND 0 -' OUTSIDE OF BUILDING AREAS)
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LOCATION
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OOHS
THE PLASTIN(1
BUILDING
10' WIDE UTILITY SITE KEY MAP
EASEMENT NO SCALE
PLANNING AND BUILDING I PARKS AND RECREATION
SHEETINDEX
SHT NO. SHEET TITLE
1 GRADING NOTES
2 PROPOSED REPAIR SITE PLAN,
CROSS SECTION, EROSION CONTROL
AND SPECIAL CONDITIONS
OWNER:
THE LODGE LIMITED
1345 ENCINITAS BLVD., #202, ENCINITAS, CA 92024
LEGAL DESCRIPTION / APN: 261 - 161 -22 -00
PARCEL MAP 1642, BILK A, LOTS 5 THRU 12
OWNERS' CERTIFICATE
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.
SIGNATURE: cle 111 DATE: 11 -24 -14
TODD PLASTINO, FOR THE LODGE LIMITED,
A LIMITED PARTNERSHIP
SOILS ENGINEER CERTIFICATE
I, WALTER F. CRAMPTON, A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE ON NOVEMBER 15, 1982
BY GEOCON, INC., SAN DIEGO, AND I HAVE PROVIDED EMERGENCY
STABILIZATION MEASURES RECOMMENDATIONS FOR THE SITE ON DECEMBER 19,
2013, AND UPDATED ON JANUARY 2, 2014. ONE COMPLETE COPY OF THE
ORIGINAL SOILS REPORT AND ONE COMPLETE COPY OF EACH OF MY
EMERGENCY STABILIZATION RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
OFFICE OF THE CITY ENGINEER FOR INFORMATIONAL PURPOSES.
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT
MY RECOMMENDATIONS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
GRADING PLANS AND SPECIFICATIONS.
SIGNATURE: 4 DATE: 11 -24 -14
II' WALTER F. CRAMPTON
RCE NO. 23792 EXP. DATE: 12 -31 -15 JOB NO. 2164
TERRACOSTA CONSULTING GROUP, INC.
3890 MURPHY CANYON ROAD, SUITE 200, SAN DIEGO, CA 92123
(858) 573 -6900
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 ENGINEER'S 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 S CH AGENCY AND
EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE _ DATE: 11-24-14
' WALTER F. CRAMPTON
RCE NO. 23792 EXP. DATE: 12 -31 -15
TERRACOSTA CONSULTING GROUP, INC.
3890 MURPHY CANYON ROAD, SUITE 200, SAN DIEGO, CA 92123
(858) 573 -6900
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INCREASE IN IMPERVIOUS AREA:
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IMPERVIOUS AREA REPLACED:
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BMP PROJECT STATUS
STANDARD
SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
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DESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE N0. DESCRIPTION APP VED DATE BENCHMARK SCALE SPECIAL DIST ICT APPROVAL wFC RF wFC ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
S -BUI L'1 DESCRIPTION: FD 2.5" SD.CO. DISK °oC 136,1968° HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: 4 QO GRADING PLANS FOR:
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LOCATION: EAST WING WALL OF NORTH END OF NTS DATE: 11 -24 -14 N( .,I-5z ��-
N/B HWY 101 BRIDGE OVER SAN ELIJO LAGOON THE PLASTINO BUILDING 12102 -G
VERTICAL R.C.E. NO.: 23792 MASIH MAHER GLENN PRUIM
RECORD FROM: CITY OF ENCINITAS SURVEY CNTRL WALTER F. CRAMPTON PUBLIC WORK$ DIRECTOR 2533 S. HIGHWAY 101, CARDIFF -BY- THE -SEA
ELEVATION: 16.938 NTS ENGINEER'S NAME Ex P.: 12 -31 -15 1214114 �iT�y' PLANNING CASE NO: NIA SHEET 1 OF 2
DATUM: NAVD 88 DATE DATE
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Hogio Michio Trust, dated
November 5, 2014
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2.5:1 GRAVEL 5L ®PE ( PLANS SHALL BE KEPT ON -SITE AT ALL TIMES
EROSION & SEDIMENT CONTROL / BMP NOTES:
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6. ALL CONSTRUCTION MATERIALS AND EQUIPMENT
5 I STAGING SITE AND THE STAGING SITE RESTORED
CONDITION IMMEDIATELY FOLLOWING COMPLETION
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I. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN WORKING ORDER TO THE
SITE PREPARATION:
ACCORDING TO THE
ALLOWABLE GRADES,
CONTAINERS, SUCH
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CONTAINERS ARE TO BE PLACED SHALL BE CONSTRUCTED
ON THE DRAWINGS. WHERE SUCH AREAS ARE BELOW THE
TO GRADE. ALL OBSTRUCTIONS THAT COULD DAMAGE THE GEOTUBEO
STONES, SHALL BE REMOVED. THE SITE SURFACE IS BEST IF IT CAN
SATISFACTION OF THE CITY ENGINEER THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT.
7. ALL DEBRIS DEPOSITED IN THE WATER AS A RESULT
PROJECT SHALL BE REMOVED.
OF CONSTRUCTION OF THE
BE DESIGNED WITH
SLOPE POSITIONING
A LEVEL GRADE 0% SLOPE ACROSS THE WIDTH OF THE GEOTUBEO CONTAINER AND A MAXIMUM
IT ON A PREPARED SURFACE THAT IS LEVEL ACROSS THE WIDTH OF THE GEOTUBE® CONTAINER
2. THE CONTRACTOR SHALL INCORPORATE THE WATER QUALITY BMPS INCLUDED AS PART OF THIS
PROJECT, AS WELL AS ANY ADDITIONAL REQUIREMENTS INCORPORATED HEREIN BY PRESENT CONDITIONS,
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3. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY
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4. ALL GRAVEL BAGS SHALL HAVE 3/4 INCH MINIMUM AGGREGATE.
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5. THE EROSION CONTROL DEVICES SHOWN ON THIS DRAWING ARE TEMPORARY.
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SCALE: I =20'
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�e Letter of Permission from
Hogio Michio Trust, dated
November 5, 2014
IN
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w.:
2.5:1 GRAVEL 5L ®PE ( PLANS SHALL BE KEPT ON -SITE AT ALL TIMES
EROSION & SEDIMENT CONTROL / BMP NOTES:
\Handlings ps a at each corner
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6. ALL CONSTRUCTION MATERIALS AND EQUIPMENT
5 I STAGING SITE AND THE STAGING SITE RESTORED
CONDITION IMMEDIATELY FOLLOWING COMPLETION
U
I. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN WORKING ORDER TO THE
SITE PREPARATION:
ACCORDING TO THE
ALLOWABLE GRADES,
CONTAINERS, SUCH
AREAS IN WHICH GEOTUBE®
LINES AND GRADES SHOWN
THEY SHALL BE BROUGHT
AS ROOTS AND PROJECTING
CONTAINERS ARE TO BE PLACED SHALL BE CONSTRUCTED
ON THE DRAWINGS. WHERE SUCH AREAS ARE BELOW THE
TO GRADE. ALL OBSTRUCTIONS THAT COULD DAMAGE THE GEOTUBEO
STONES, SHALL BE REMOVED. THE SITE SURFACE IS BEST IF IT CAN
SATISFACTION OF THE CITY ENGINEER THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT.
7. ALL DEBRIS DEPOSITED IN THE WATER AS A RESULT
PROJECT SHALL BE REMOVED.
OF CONSTRUCTION OF THE
BE DESIGNED WITH
SLOPE POSITIONING
A LEVEL GRADE 0% SLOPE ACROSS THE WIDTH OF THE GEOTUBEO CONTAINER AND A MAXIMUM
IT ON A PREPARED SURFACE THAT IS LEVEL ACROSS THE WIDTH OF THE GEOTUBE® CONTAINER
2. THE CONTRACTOR SHALL INCORPORATE THE WATER QUALITY BMPS INCLUDED AS PART OF THIS
PROJECT, AS WELL AS ANY ADDITIONAL REQUIREMENTS INCORPORATED HEREIN BY PRESENT CONDITIONS,
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N ORDER TO AVOID DEGRADATION OF WATER QUALITY DURING AND FOLLOWING CONSTRUCTION ACTIVITIES.
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3. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY
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THE CITY ENGINEER DUE TO OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
4. ALL GRAVEL BAGS SHALL HAVE 3/4 INCH MINIMUM AGGREGATE.
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5. THE EROSION CONTROL DEVICES SHOWN ON THIS DRAWING ARE TEMPORARY.
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SPECIAL CONDITIONS NOTES:
1 FEET
REMOVAL OF CON_ CRETE RIPRAP & DEBRIS:
I. PRIOR TO INSTALLATION OF THE EROSION CONTROL SYSTEM ( GEOBAGS) DETAILED HEREIN, ALL EXISTING
UNPERMITTED CONCRETE RIPRAP AND CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE FOOTPRINT
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OF THE PROPOSED PROJECT PRIOR TO PLACEMENT OF GRAVEL OR SANDBAGS.
2. REMOVAL OF UNPERMITTED
CONCRETE RIPRAP AND CONSTRUCTION DEBRIS SHALL BE DOCUMENTED
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THROUGH PHOTOGRAPHS OF THE WORKSITE, AND SUBMITTED TO THE SAN DIEGO DISTRICT OFFICE OF THE
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CALIFORNIA COASTAL COMMISSION. PHOTOGRAPHS OF THE WORKSITE SHALL ALSO BE TAKEN FOLLOWING
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CONSTRUCTION AND SUBMITTED TO THE SAN DIEGO DISTRICT OFFICE.
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GEOBAG APPEARANCE NOTE:
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I. THE COLOR OF THE " GEOBAGS" USED SHALL BE RESTRICTED TO EARTH TONES CONSISTENT WITH THE
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COLOR OF THE SUBSTRATE AT THE PROJECT SITE, WHICH MAY INCLUDE SHADES OF BROWN, GREEN AND
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GRAY. THE USE OF WHITE , LIGHT SHADES AND BRIGHT TONES ARE PROHIBITED.
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TIMING OF CONSTRUCTION NOTE:
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SOURCE:
GOOGLE INC., APRIL 2014
GOOGLE EARTH SOFTWARE
4t4c Letter of Permission from
San Elijo Lagoon Conservancy,
dated November 3, 2014
I. TO AVOID POTENTIAL IMPACTS TO BREEDING ACTIVITIES OF BIRD SPECIES ASSOCIATED WITH ADJACENT
OPEN WATER AND WETLAND HABITATS, CONSTRUCTION WILL NOT BE PERMITED BETWEEN FEBRUARY 15
AND SEPTEMBER 15 OF ANY YEAR UNLESS AUTHORIZED IN WRITING BY THE U.S. FISH 8 WILDLIFE SERVICE
AND /OR THE CALIFORNIA DEPT. OF FISH 8 WILDLIFE AND PROVIDED TO THE EXECUTIVE DIRECTOR OF THE
CALIFORNIA COASTAL COMMISSION FOR APPROVAL. IF WORK IS ALLOWED DURING THE NESTING SEASON, A
BIRD MONITOR SHALL BE ON SITE WHILE WORK OCCURS, AND ANY WORK WILL STOP OR MOVE IF BIRD
SPECIES ARE BEING NEGATIVELY AFFECTED BY CONSTRUCTION.
STAGING AREA & ACCESS CORRIDOR NOTES:
I. DURING CONSTRUCTION, THE PERMITEE SHALL NOT STORE ANY CONSTRUCTION Watersolve
MATERIALS OR WASTE WHERE IT WILL BE OR COULD POTENTIALLY BE SUBJECT
TO WAVE EROSION AND DISPERSION. IN ADDITIONA, NO MACHINERY SHALL BE
DI A ST
RUNOFF —�-
GRAVEL BAGS
OVERLAP ONTO CURB
3' MIN.
GAP BETWEEN `— THREE LAYERS OF
BAGS ACTS AS GRAVEL BAGS WITH
SPILLWAY ENDS OVERLAPPED
GRAVEL BAGS
NO SCALE
SLOPE /
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12" MIN.
ITYP.) _
`8" DIA. FIBER ROLL,
EMBEDMENT SHALL BE
\\\\ 2" MIN /4" MAX. ITYP.)
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3/4 "x3/4" WOOD
STAKES d 4' MAX.
O.C. (TYP.)
FIBER ROLL DETAIL
NO SCALE
GEOBAG SPECIFICATIONS:
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CED, ORED OR OTHERWISE LOCATED IN THE INTERTIDAL ZONE AT ANY TIME. E Dimensions
CONSTRUCTION EQUIPMENT SHALL NOT BE WASHED IN OR ADJACENT TO THE
LAGOON.
2. ANY VEHICULAR USE SHALL BE FROM THE TOP OF SLOPE. NO VEHICLES SHALL
BE ALLOWED BEYOND THE TOP OF SLOPE.
3.CONSTRUCTION ACCESS CORRIDORS SHALL BE LOCATED IN A MANNER THAT HAS
THE LEAST IMPACT ON PUBLIC ACCESS.
4. WORK SHALL BE PERFORMED DURING DAYLIGHT HOURS ONLY.
5.A COPY OF THE COASTAL DEVELOPMENT PERMIT AND THESE CONSTRUCTION
Layflat Dimensions
1
%HEPLAS7° /lV®
2.5:1 GRAVEL 5L ®PE ( PLANS SHALL BE KEPT ON -SITE AT ALL TIMES
DURING CONSTRUCTION.
\Handlings ps a at each corner
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6. ALL CONSTRUCTION MATERIALS AND EQUIPMENT
5 I STAGING SITE AND THE STAGING SITE RESTORED
CONDITION IMMEDIATELY FOLLOWING COMPLETION
SHALL BE REMOVED FROM THE
TO ITS PRIOR -TO- CONSTRUCTION
OF THE DEVELOPMENT.
SITE PREPARATION:
ACCORDING TO THE
ALLOWABLE GRADES,
CONTAINERS, SUCH
AREAS IN WHICH GEOTUBE®
LINES AND GRADES SHOWN
THEY SHALL BE BROUGHT
AS ROOTS AND PROJECTING
CONTAINERS ARE TO BE PLACED SHALL BE CONSTRUCTED
ON THE DRAWINGS. WHERE SUCH AREAS ARE BELOW THE
TO GRADE. ALL OBSTRUCTIONS THAT COULD DAMAGE THE GEOTUBEO
STONES, SHALL BE REMOVED. THE SITE SURFACE IS BEST IF IT CAN
7. ALL DEBRIS DEPOSITED IN THE WATER AS A RESULT
PROJECT SHALL BE REMOVED.
OF CONSTRUCTION OF THE
BE DESIGNED WITH
SLOPE POSITIONING
A LEVEL GRADE 0% SLOPE ACROSS THE WIDTH OF THE GEOTUBEO CONTAINER AND A MAXIMUM
IT ON A PREPARED SURFACE THAT IS LEVEL ACROSS THE WIDTH OF THE GEOTUBE® CONTAINER
WITH A MAXIMUM SLOPE OF 0.5% IN THE OVERALL LENGTH DIRECTION OF THE GEOTUBEO CONTAINER.
IMMEDIATELY PRIOR TO PLACING THE GEOTUBEO CONTAINERS, THE ENGINEER SHALL INSPECT THE PREPARED AREA,
AND NO CONTAINERS SHALL BE PLACED THEREON UNTIL THE AREA HAS BEEN FAVORABLY REVIEWED AND APPROVED
BY THE ENGINEER.
PLACEMENT OF GEOTUBEO CONTAINER: PLACE GEOTUBEO CONTAINERS WITHIN THE LIMITS SHOWN ON THE PLANS OR
DRAWINGS. THE UNROLLED GEOTUBEO CONTAINER SHOULD BE PLACED ON TOP OF THE PREPARED SUBGRADE AND
BE UNROLLED DOWN THE LENGTH DIRECTION OF THE ADJACENT CHANNEL, THEN UNFOLDED IF REQUIRED. FILL
PORTS SHOULD BE LOCATED ALONG THE TOP, CENTERLINE OF THE UNROLLED GEOTUBEO CONTAINER.
FILLING PROCESS: FOLLOWING THE TUBE PLACEMENT, FILLING WITH MATERIALS FROM THE SOURCE SHALL BE
ACCOMPLISHED IN ACCORDANCE WITH THE APPROVED PLAN OF CONSTRUCTION. APPROVED FILLING TO UTILIZE
PNEUMATIC APPLICATION WITH "AIR PUMP INDUSTRIES" AS THE APPROVED SUPPLIER (PHONE (949) 707- 1247.)
GEOTUBEO CONTAINERS SHALL BE FILLED AS EVENLY AS POSSIBLE UNTIL THE DESIGN HEIGHT HAS BEEN ACHIEVED.
SAND GRAIN SIZE NOTE:
L GEOBAGS SHALL BE FILLED WITH BEACH QUALITY SAND THAT MIMICS THE
EXISTING SAND GRAIN SIZE ENVELOPES FROM ADJACENT BEACHES. THE
MAJORITY OF THE SAND USED IN THE GEOBAGS MUST CONSIST OF GRAN
SIZES BETWEEN "FINE SAND" AND "MEDIUM SAND" (0.074 mm TO 2.0 mm) IN
DIAMETER, HOWEVER, UP TO 10% OF THE TOTAL GEOBAG VOLUME MAY BE
"COARSE SAND" GREATER THAN 2.0 mm IN DIAMETER, AND UP TO 10% OF
THE TOTAL GEOBAG VOLUME MAY BE "FINES" LESS THAN 0.074 mm IN
DIAMETER.
DESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL WFC RN
WFC ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
S —1313 1 LT" �� DESCRIPTION: FD 2.5" SD.CO. DISK "OC 136,1968" HORIZONTAL PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: J O /J GRADING PLANS FOR:
LOCATION: EAST WING WALL OF NORTH END OF DATE: 11-24-14 AA. AA
N/B HWY 101 BRIDGE OVER SAN EUJO LAGOON THE PLASTINO BUILDING 12102-G
VERTICAL R.C.E. NO.: 23792 MASIH MAHER GLENN PRUIM
RECORD FROM: CITY OF ENCINITAS SURVEY CNTRL WALTER F. CRAMPTON PUBLIC WORKS DIRECTOR 2533 S. HIGHWAY 101, CARDIFF -BY- THE -SEA
ELEVATION: 16.938 ENGINEER'S NAME EXP.: 12 -31 -15 I2 I �Z/��/�7 PLANNING CASE N0: NIA
DATUM: NAVD 88 DATE DATE SHEET 2 OF 2
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