2018-13725 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION 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. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION" PREPARED BY EAST
COUNTY SOIL CONSULTATION & ENGINEERING, INC. DATED 9/17/17, PROJECT #17- 1147B6
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE
IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID
REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC
RIGHT -OF -WAY OR EASEMENTS SHALL BE 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 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 5:30 P.M.
AND 7:30 A.M. 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 PERMITTEE. 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. 13725 -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 MEASURE 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 SPECIFICATION. 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 OR 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.
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.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TORMILINE PROPERTIES AT
(858 431 -6102. 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 -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 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.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPIIMP 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 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 /BMP 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.
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).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
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.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER
MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR 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 PROJECT. ALL AFFECTED WATER FACILITIES MUST
MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT
STANDARDS AT THE OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER
SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS
AND SAN DIEGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE
SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD
BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM
EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL
REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
9. 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.
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO 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 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 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.
I�i7_ \I:I:Z�bY[e7 i7:iIt1R. • ► : • : ACTARIMMA MANS
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 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.
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 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 DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
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 ATTHE 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 /ESD - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE - (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 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.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 786 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 1,824 SOFT
INCREASE IN IMPERVIOUS AREA: 1,038SQFT
IMPERVIOUS AREA REPLACED: 786SQFT
OWNER
TOURMALINE PROPERTIES, INC. �� -4
944 ARCHER STREET, SAN DIEGO, CA 92109 1-0
SITE ADDRESS
237 LA MESA AVE., ENCINITAS, CA 92024 Z
APN: 256 - 361 -02 Z I ytz.�o
LEGAL DESCRIPTION U I p�tP�
LOT 14 IN BLOCK "I" OF SEASIDE GARDENS, o I
ACCORDING TO MAP THEREOF 1800, FILED ON I \
AUGUST 6, 1924, IN THE OFFICE OF THE
COUNTY RECORDER OF SAID COUNTY. ��
U
a Sir TE
OWNER'S CERTIFICATE
I �WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
VER
ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND
CITY'S 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 OWNER'S 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.
SIGNA
DATE: � J /
mm
5
iETA ST
VETA AVE
LA MESA AVE
MELROSE AVE
SYLVIA ST
ENCINITAS
BLVD -�
ST
SOILS ENGINEER'S CERTIFICATE
I, MAMADOU S. DIALLO 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 BY ME OR UNDER
MY DIRECTION ON AUGUST 17, 2017 AND FOR AN UPDATE ON N/A . ONE
COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED
THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT
FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED: Ik L N,
�OQgOFESS /ONq
RCE NO.: 54071, GE 2704 OU S
ebP� O� �2�
EXP. DATE: 12/31/19 �P
w GE 2704 ro m
JOB #: 17- 1147136 * EXP
EAST COUNTY SOIL CONSULTATION & ENGINEERING, INC n�gT�01' CHN\GP��P*
10925 HARTLEY RD., SUITE "I ", SANTEE, CA, 92071 FOF Opo1;
(619) 258 -7901
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
PLAN CHECK 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:
)KLLTATVFR. DICK - RCE 34563
KAPPA SURVEYING & ENGINEERING, INC.
8707 LA MESA BLVD., LA MESA, CA 91942
(619) 465 -8948
RCE EXPIRES 9/30/19
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2' H 1' V
MAXIMUM VERTICAL DEPTH OF CUT = 4'
MAXIMUM VERTICAL DEPTH OF FILL = 3'
CUT = 383 C.Y. FILL = 452 C.Y.
EX /IMPORT = 69 C.Y. (INCLUDES REMEDIAL PLUS TREATMENT BASINS)
REMEDIAL - 351 C.Y.
( 2' ' REMOVAL & RECOMPACTION UNDER & 5' OUTSIDE OF BUILDING AREAS)
STORMWATER TREATMENT BASINS EXCAVATION & BACKFILL = 24 C.Y.
DISTURBED AREA = 4009 SF
3 x
NO. 34563
°i�'``� BMP PROJECT STATUS
OF r. A-ON2
m : ► ly_
I PUBLIC WORKS I PLANNING DIVISION I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
rP 5 4ATE D TE SIGN DATE -SIGN DATE SIGN
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
i Ur 3IUH�U
01: 1 UM/i 1.4 n T: NLUr\uU UT:
ENGINE RING DIVISION APPROVALS
CITY OF ENCINITAS
- DEVELOPMENT SERVICES
DEPARTMENT
DRAWING NO.
AS 13UILrS
2.5 BRASS DISK,
DESCRIPTION: PT NO. 1024
LOCATION: SIDEWALK OF LEUCADIA
BLVD & ORPHEUS AVE
311g1ty
'/
WI L ICK DATE
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE:4I17�( g
R.C.E. NO.: 34563
W IAM R. DICK EXP.: 9/30/19
REC M APPROVED:
(a })
K HH IC� LE
�` 5 • CITY ENGINEER
DATE b DATE S -3o ^ZO/ Sf
GRADING PLAN FOR:
237 LA MESA AVE. , ENCINITAS, CA
APN: 256 - 361 -02
PLANNING CASE N O: 17 -195 CDP
C
13725 -G
aINSPECTOR
14-2-
RECORD FROM: ROS 18416
ELEVATION: 178.543' DATUM: NAVD88
CITY E GINEER DATE
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( )
BE RESET "� i a = _ � � �:: a }� r --► r. v p = p � ��� � r
EXISTING
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-- W w CL
SIDEWALK UNDERDRAIN UPGRADE EXIST. WATER
PER SDRSD D -27 SERVICE & METER BY SDWD
EMRA DOC# AT OWNER'S EXPENSE
r
REC. ON S• 114%
EXISTING 4" SEWER EXISTING
EXISTING GAS LATERAL (APPROX. SEWER ON
LATERAL TO REMAIN LOCATION, VERIFY IN FIELD) CENTERLINE
i
10 5 0 10 20 30 u
N EXISTING
\ / (� I I I GAS LINE
GRAPHIC SCALE IN FEET
SCALE 1" = 10' LA MESA A V E N U E
HANGE N
DESCRIPTION APPROVED DATE BENCHMARK
2.5 BRASS DISK,
DESCRIPTION: PT NO. 1024
LOCATION: SIDEWALK OF LEUCADIA
BLVD & ORPHEUS AVE
RECORD FROM: ROS 18416
ELEVATION: 178.543' DATUM: NAVD88
AS -BUILT APPROVALS
'q
3 �� ✓s
INT.
I DATE
PUBLIC WORKS N
CK DATE
-- LI'I'tS
PLANNING
K 1 I
REVIEWER (LN1
(4,( -1�
R DATE
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ALLEY ALLEY
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NOT TO SCALE -c q j
TOP TO BE 3 -4" THICK OF "
WELL -AGED, SHREDDED
CALIFORNIA HARDWOOD MULCH IN 4 -6"
GRAY RUSH LONG STRANDS.
PROPERTY OR SIMILAR-1 4" SOLID PVC 6"
LINE OVERFLOW
314" PIPE SPOUT CAST IN
° CRUSHED (CLEANOUT) PLACE -
VERFLOW
o ROCK INLET CONCRETE HEADWALL _ _ =6" PVC CAST IN 18"
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WALL PER _ _ _ _ _ _ _60.63 t
SDRSD C -04 z- 6" DRAIN
60.13_' 6" PONDING DEPTH OUTLET
18" ENGINEERED SOIL -24
-707 WASHED COURSE SAND I '
EXISTING -20% SANDY LOAM TOPSOIL 1 I
SIDEWALK -10% COMPOST L - _J FINISHED
(TO BE 58.63 C SURFACE
REPLACED) ' _58.46_ 2" SOIL MEDIA
FILTRATION OUTLET HEADWALL DETAIL
�A 12" CLEAN 3/4" GRAVEL NOT TO SCALE
568 TF 3" PVC - - - -- 57.46 -
3" MIN. UNDERDRAIN
�- OFFSET
4" PERFORATED SUB DRAIN
40 MIL. ( HOLES UP, INSIDE OF A FILTER SOCK )
SIDEWALK UNDERDRAIN IMPERMEABLE
PER SDRSD D -27 LINER
BIOFILTRATION SECTION B -B
NOT TO SCALE
LEGEND: SYMBOL
NOTE: PROPERTY LINE
FOR STORM WATER POLLUTION CONTROL PURPOSE, ALL RUNOFF
EXISTING WATER LINE
DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
(BIOFILTRATION) PRIOR TO COLLECTION AND DISCHARGE ONTO STREET EXISTING SEWER
AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. NO MODIFICATION EXISTING CONTOURS
OR REMOVAL OF THE STORM WATER POLLUTION CONTROL FACILITIES
(BIOFILTRATION) WITHOUT A PERMIT FROM THE CITY IS PROHIBITED. EXISTING SPOT ELEVATION
EXISTING WATER METER
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
EXISTING FENCE
Z m
EXISTING WALL
RECD APPROVED:
0 AK H IST H GD S
CITY ENGINEER
s -so -2
DATE DATE
GRADING PLAN FOR:
237 LA MESA AVE., ENCINITAS, CA
APN: 256 - 361 -02
PLANNING CASE NO: 17 -195 CDP
EXISTING GAS METER
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all
PROPOSED SPOT ELEVATIONS
6.
6" STORMDRAIN PIPE
STORM WATER TREATMENT AREA
12 "X12" AREA DRAIN
CENTERLINE
-
SURVEY MONUMENT
(LEAD & DISC MARKED LS 5819)
SURVEY MONUMENT
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ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
Z m
DLANS PREPARED UNDER SUPERVISION OF
DATE: ¢� / ?/ t'
R.C.E. NO.: 34563
'
WI AM CK EXP.: 9/30/19
RECD APPROVED:
0 AK H IST H GD S
CITY ENGINEER
s -so -2
DATE DATE
GRADING PLAN FOR:
237 LA MESA AVE., ENCINITAS, CA
APN: 256 - 361 -02
PLANNING CASE NO: 17 -195 CDP
G/±
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THE FOLLOWING CONSTRUCTION BMP NOTES SHALL BE ADDED TO THE SITE PLAN: EROSION CONTROL PROTECTION DEVICES (BEST MANAGEMENT PRACTICES) ARE TO BE
CONSTRUCTION STORMWATER BMP - NOTES. USED DURING CONSTRUCTION TO PREVENT SILTATION, EROS /ON AND OTHER STORMWATER
RELATED POLLUTION FROM LEAVING THIS CONSTRUCTION SITE THE FOLLOWING BMPS
1. ALL APPLICABLE TEMPORARY CONSTRUCTION AND NON- STORMWATER DISCHARGE BMPS ARE TO BE USED FOR PROTECTION AGAINST STORMWATER POLLUTION.
SHALL BE IMPLEMENTED IN ACCORDANCE WITH THE CITY OF EL CAJON MINIMUM BMP EROSM 0ONTRIM LECOW
REQUIREMENTS INCLUDED IN THE EL CAJON MUNICIPAL CODE 13.10 AND THE CITY OF
EL CAJON JURISDICTIONAL RUNOFF MANAGEMENT PROGRAM (JRMP). THE FOLLOWING EROSION CONTROL BMPS WILL BE USED ON THIS PROJECT, ALONG WITH ALL
12. THE OWNER /OWNER'S CONTRACTOR(S) ARE RESPONSIBLE FOR POLLUTION PREVENTION ELEMENTS OF THE PROJECT'S WATER POLLUTION CONTROL PLAN (WPCP).
PRACTICES TO PREVENT THE DISCHARGE OF SEDIMENT AND POLLUTANTS TO THE TEMPORARY BMP NAME BMP DWG NO SYMBOL
PUBLIC STORM DRAIN SYSTEM.
3. THE OWNER /OWNER'S CONTRACTOR(S) ARE RESPONSIBLE FOR THE PREVENTION OF SOIL STABILIZATION
EROSION CAUSED BY GRADING, CLEARING OF VEGETATION, DEMOLITION OR SCHEDULING S5-1
CONSTRUCTION.
4. ALL STORMWATER BMPS SHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT. SILT FENCE SC -1 -0-
GRAVEL BAGS SC -6 D(:XD EQ
5. ALL APPLICABLE TEMPORARY CONSTRUCTION EROSION AND SEDIMENT CONTROL BMPS
SHALL BE IMPLEMENTED FOR ALL PORTIONS OF THE PROJECT AREA WHERE STREET SWEEPING SC -7
APPLICABLE. ALL ONSITE DRAINAGE PATHWAYS THAT CONVEY CONCENTRATED FLOWS
SHALL BE STABILIZED TO PREVENT EROSION. TRACKING CONTROL
-- 6. RUN -ON FROM AREAS OUTSIDE THE PROJECT AREA SHALL BE DIVERTED AROUND
WORK AREAS TO THE EXTENT FEASIBLE. RUN -ON THAT CANNOT BE DIVERTED SHALL STABILIZED CONSTRUCTION ENTRANCE /EXIT TC -1
BE MANAGED USING APPROPRIATE EROSION AND SEDIMENT CONTROL BMPS.
7. GRADED AREAS AROUND THE PROJECT PERIMETER WILL DRAIN AWAY FROM THE FACE NON -STORM WATER MANAGEMENT
OF SLOPES AT THE END OF EACH WORKING DAY.
8. PROVIDE EFFECTIVE SEDIMENT PERIMETER CONTROL AROUND PROJECT AREA TO HELP DRAIN RUNOFF FROM IMPERVIOUS SURFACES LID 2.2.5
PREVENT TRANSPORT OF SOIL AND SEDIMENT OFFSITE BY USING FIBER ROLLS, TO PERVIOUS AREAS
GRAVEL BAGS, OR OTHER EQUALLY EFFECTIVE BMPS.
LID BUILDING DESIGN LID 3.6
9. ANY SEDIMENT TRACKED ONTO OFFSITE PAVED AREAS SHALL BE REMOVED VIA
SWEEPING AT LEAST DAILY.
LID LANDSCAPE DESIGN LID 3.7
10. ALL BMPS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL
APPLICABLE FACT SHEETS (CASQA, COUNTY OF SAN DIEGO, CITY OF EL CAJON).
11. SOLID WASTE AND OTHER CONSTRUCTION WASTES SHALL BE PLACED IN A CONTAINER MATERIAL DELIVERY AND STORAGE WM -1
DAILY LOCATED IN A DESIGNATED AREA AND SHALL BE DISPOSED OF IN ACCORDANCE (NO LOCATION DESIGNATED YET)
WITH APPLICABLE REQUIREMENTS. SPILL PREVENTION (NO WM -4
12. CONSTRUCTION MATERIALS SHALL BE STORED IN A MANNER TO HELP AVOID BEING LOCATION DESIGNATED YET)
TRANSPORTED IN STORM WATER RUNOFF DISCHARGES. CONCRETE WASTE SHALL NOT SOLID WASTE MANAGEMENT (NO WM -5
BE WASHED OUT ONTO THE GROUND SURFACE. CONCRETE WASHOUT SHALL BE LOCATION DESIGNATED YET)
DISPOSED PROPERLY AND PLACED IN A WASHOUT AREA DESIGNED IN ACCORDANCE
WITH FACTSHEETS (CASQA, COUNTY OF SAN DIEGO, CITY OF EL CAJON). CONCRETE WASTE MANAGEMENT WM -8
13. EROSION CONTROL MEASURES WILL BE IMPLEMENTED STARTING THE FIRST DAY OF (NO LOCATION DESIGNATED YET)
CLEARING, GRADING OR SOIL DISTURBANCE OR CONSTRUCTION. THESE CONTROLS WILL SANITARY / SEPTIC WASTE MANAGEMENT WM -9
REMAIN IN EFFECT UNTIL ALL RELEVANT OPERATIONS HAVE BEEN COMPLETED AND
DISTURBED SOIL HAVE EITHER: ESTABLISHED VEGETATION, OR OTHER PERMANENT (NO LOCATION DESIGNATED YET)
EROSION CONTROL AT 70% COMPLETION).
14. STOCKPILES AND OTHER SOURCES OF POLLUTANTS SHALL BE COVERED WHEN THE
CHANCE OF RAIN, WITHIN THE NEXT 48 -HOURS WITH, IS AT LEAST 50%
PRECIPITATION.
15. ALL GRAVEL BAGS SHALL HAVE 314 INCH MINIMUM AGGREGATE (NO SANDBAGS OR
BURLAP TYPE BAGS ALLOW
16. IN CASE OF EMERGENCY CONTACT
NAME: TOURMALINE PROPERTIES PHONE 1- 858 - 431 -6102
DRY SEASON (MAY 1 THROUGH aETEMBER 301
1. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PREVENTION CONTROLS
PROPERLY INSTALLED
2. INCLUDING BUILDING PADS, UNFINISHED ROADS AND SLOPES. SLOPES LESS THAN 12" MIN, UNLESS
33.3% OR 1:3 VERTICAL VS. HORIZONTAL) MAY USE PROPERLY DESIGNED AND OTHERWISE SPECIFIED
e INSTALLED DE-SILTING BASINS AT ALL DISCHARGE POINTS IN LIEU OF THIS BY A SOILS ENGINEER
A10TE' REQUIREMENT.
CRUSHED AGGREGATE GREATER THAN 3 ",
SEDIMENT AND EROSION CONTROL MAY BE REQUIRED 3. ADEQUATE PERIMETER PROTECTION BMPS MUST BE INSTALLED AND MAINTAINED. BUT SMALLER THAN 6 ".
j TO BE MODIFIED IN FIELD AT DISCRETION OF THE
w I CITY OF ENCINITAS INSPECTOR. FILTER FABRIC
4. ADEQUATE SEDIMENT CONTROL BMPS MUST BE INSTALLED AND MAINTAINED.
��
9 5 ADEQUATE BMPS DESIGNED TO CONTROL OFF -SITE SEDIMENT TRACKING MUST BE \
I' HIGH
. l - MASONRY
4LOCK WALL.
D y4 -
v.
GRASS
I ( CONC.
URB &
GUTTER
- - -- 'W
LA MESA AVENUE
CHANGE NO. �., DESCRIPTION APPROVED DATE BENCHMARK
AS nui6T 2.5 BRASS DISK,
" DESCRIPTION: PT NO. 1024 c
�- LOCATION: SIDEWALK OF LEUCADIA
BLVD &_ORPHEUS -AVE
ROS 18416
RECORD FROM:
ELEVATION: 178.543' DATUM: NAVD88
W
AC
V:`
AS -BUILT APPROVALS _
INT. DATE
31) fl_q PUBLIC WORKS
�.F DATE PLANNING
_ 1
RE VIEWER
Qa
(44-11
IN -I:,
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inicoGrTnp � -�_r
-- -
J. ADEQUATE EROSION PREVENTION BMPS MUST BE INSTALLED AND ESTABLISHED FOR w
ALL COMPLETED SLOPES PRIOR TO OCTOBER 1 AND MAINTAINED THROUGHOUT THE = °a 50' MIN OR FOUR TIMES THE CIRCUMFERENCE m
WET SEASON. IF BMP FAILS, IT MUST BE REPAIRED, IMPROVED OR REPLACED WITH IN
AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. OF THE THE LARGEST CONSTRUCTION VEHICLE z
�X TIRE, WHICHEVER IS GREATER. -
4. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED STANDBY w NOTE: CONSTRUCTION SEDIMENT BARRIER AND z U
EROSION AND SEDIMENT CONTROL BMP CAPACITY. CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE. w <
ww
5. AN INCOMPLETE DISTURBED AREA THAT IS NOT BEING ACTIVELY GRADED MUST BE STABILIZED CONSTRUCTION ENTRANCE (TC -1) z:5
FULLY PROTECTED FROM EROSION IF LEFT FOR 10 DAYS OR MORE. NOT TO SCALE
zJ
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b
DATE:_
R.C.E. NQ: 345F
WIL M C N�- EXP.: ) f :'.ioeli q
ENGINEERIN DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
RECOP I APPROVE: EROSION PLAN FOR:
�_ -- 237 LA MESA AVE., ENCINITAS, CA
SIEVE NOWAK CHRIS.
f CITY EN INEFR APN: 256 - 361 -02
DATE 5' i(` - DATE 30 20 /f
PLANNING CASE NO:
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INSTALLED AND MAINTAINED. `
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6. A
AT A MINIMUM, 125% OF THE MATERIALS NEEDED TO INSTALL STANDBY BMPS S
SECTION B
B -B GRADE
NECESSARY TO COMPLETELY PROTECT EXPOSED PORTIONS OF THE SITE FROM
EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON THE SITE.
7. A
AN APPROVED "WEATHER TRIGGERED" RESPONSE PLAN IS MANDATED FOR
IMPLEMENTATION IN THE EVENT THAT A PREDICTED STORM EVENT HAS AT LEAST A
50% CHANCE OF RAIN. THE PROPONENT MUST HAVE THE CAPACITY TO DEPLOY THE
i
STANDBY BMPS WITHIN 48 HOURS OF THE PREDICTED STORM EVENT.
8. A
ALL SLOPES MUST BE EQUIPPED WITH EROSION PREVENTION BMPS AS SOON AS
SLOPES ARE COMPLETED FOR ANY PORTION OF THE SITE.
B
9. C
CLEARED OR GRADED AREAS LEFT EXPOSED AT ANY GIVEN TIME ARE LIMITED TO THE °
°a
AMOUNT OF ACREAGE THAT THE PROJECT PROPONENT CAN ADEQUATELY PROTECT
°� 0
PRIOR TO A PREDICTED STORM EVENT. °
0 0 0
0 0
WET S
SEASON (
° W
WIDTH AS REQUIRED
(OCTOBER 1
TO ACCOMMODATE
a °
° °
° °
° A
ANTICIPATED
1. P
PERIMETER PROTECTION AND SEDIMENT CONTROL BMPS MUST BE UPGRADED IF T
TRAFFIC.
NECESSARY TO PROVIDE z
z
F
2. S
SUFFICIENT PROTECTION FOR STORMS. w
w T
TEMPORARY PIPE
B
CULVERT AS NEEDED B
J. ADEQUATE EROSION PREVENTION BMPS MUST BE INSTALLED AND ESTABLISHED FOR w
ALL COMPLETED SLOPES PRIOR TO OCTOBER 1 AND MAINTAINED THROUGHOUT THE = °a 50' MIN OR FOUR TIMES THE CIRCUMFERENCE m
WET SEASON. IF BMP FAILS, IT MUST BE REPAIRED, IMPROVED OR REPLACED WITH IN
AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. OF THE THE LARGEST CONSTRUCTION VEHICLE z
�X TIRE, WHICHEVER IS GREATER. -
4. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED STANDBY w NOTE: CONSTRUCTION SEDIMENT BARRIER AND z U
EROSION AND SEDIMENT CONTROL BMP CAPACITY. CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE. w <
ww
5. AN INCOMPLETE DISTURBED AREA THAT IS NOT BEING ACTIVELY GRADED MUST BE STABILIZED CONSTRUCTION ENTRANCE (TC -1) z:5
FULLY PROTECTED FROM EROSION IF LEFT FOR 10 DAYS OR MORE. NOT TO SCALE
zJ
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b
DATE:_
R.C.E. NQ: 345F
WIL M C N�- EXP.: ) f :'.ioeli q
ENGINEERIN DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
RECOP I APPROVE: EROSION PLAN FOR:
�_ -- 237 LA MESA AVE., ENCINITAS, CA
SIEVE NOWAK CHRIS.
f CITY EN INEFR APN: 256 - 361 -02
DATE 5' i(` - DATE 30 20 /f
PLANNING CASE NO:
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