2019-14184 SG (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 HISMER 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 FEETAT 2 PERCENTAND 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. N/A
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.
63HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED
SHALL BE RE- ESTABLISHED AND REPLACED BY REGISTERED CIVIL ENGINEER OR LICENSED LAND
SURVEYOR.
TTHE 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.
&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.
ll.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
N0.14184 -SG 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
ENGINEERAND 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.
18.IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY;
THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND - DISTURBING ACTIVITIES IN THE AREA OF
DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY
NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE
DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST
IN \CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE
AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY
NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME.
19.AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE
DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE,
SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR
DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED
BY A QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR,
SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC
RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED
SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED
ARCHAEOLOGIST AND /OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS
PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF
BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE
AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC
WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE
REMAINS SHALL BE KEPT IN SITU ( -IN PLACE -), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND
THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR.
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 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 WITHOUTA 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 THATA 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.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BOB RODRIGUES AT (760) 815-0676,24 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 THATARE 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 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 ROCKAND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY ", FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE
REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION
BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED
FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS
AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID
UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE
EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL
PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -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 ATEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER ATALL 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.
1. THE EXISTENCE AND LOCATION AF 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 /ESD- (760) -633 -2770
B. GAS -& ELECTRIC SDGE - (760)- 438 -6200
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - (760) 753 -6466
D. TELEPHONE - SBG 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 IN AREA OF WORK:
5
IMPERVIOUS AREA IN AREA .OFWORK:
I�q
IMPERVIOUS AREA PRIOR TO CONSTRUCTION:
0 SOFT
IMPERVIOUS AREA AFTER CONSTRUCTION:
I 2252 SQFT
INCREASE IN IMPERVIOUSAREA:
12.52 SQFT
IMPERVIOUS AREA REPLACED: 0 SOFT
PUBLIC WORKS
PLANNING DIVISION
OWNER
BOB & SHEILA RODRIGUES
2518 MEADOWMIST LANE,
ENCINITAS CA 92024
760 -815 -0676
SITE ADDRESS
2518 MEADOWMIST LANE
ENCINITAS CA 92024
APN: 265 - 341 -02
LEGAL DESCRIPTION
LOT 18 OF SAN DIEGO COUNTY TRACT 3622 -1, IN THE CITY OF ENCINITAS,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO MAP
THEREOF NO. 9186, FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY ON APRIL 18, 1979.
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THATA REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITYAND 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.
SIGNATURE: DATE:
ROBERT A. R DRI UES
r
4
� ��I' "`°1/:� DATE.
l
SIGNATURE. _
OSEY ODRIGU
ES
SHEILA J. P
STATEMENT OF ENGINEER OF WORK
VICINITY MAP S `
NTS
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 SUCH AGENCY AND EMPLOYMENT AND
ARISING OUT OF THE WOR RFORMED BY THE ENGINEER.
Q�OF ESSlpaq
SIGNATURE: DATE: 'I� ��F� CNAEC
RIAN M. ARDOLINO
PASCO LARET SUITER & ASSOCIATES No. 71651 0
535 N. HIGHWAY 101, SUITE A Exp. t2 /3t /19
SOLANA BEACH CA 92075
858 - 259 -8212 Jl CIV1�
RCE EXPIRES: 12 -31 -19 OF rb,0k
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A
MAXIMUM VERTICAL DEPTH OF CUT = 2_1 '
MAXIMUM VERTICAL DEPTH OF FILL =
CUT = 75 C.Y. FILL = 90 C.Y.
IMPORT = 15 C.Y.
REMEDIAL = 70 CY
DISTURBED AREA = 6,105 SF (0.14 AC
ala _►i •
ul q - II `
5
......-
I�q
BENCHMARK
-10-19
SIGN
DATE
IGN
DATE
SIGN
DATE
I BMP PROJECT STATUS 1
OLIVENHAIN MUNICIPAL WATER DISTRI(
SIGNATURE EXPIRES TWO YEARS FROM DATE
.3,19
S GN DATE
STANDARD
ENCINITAS FIRE DEPARTMENT
itIq b?
SIGN DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
uts
rsY:
urcHWN 13Y:
"tBMA riY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS
- DEVELOPMENT SERVICES
DEPARTMENT
DRAWING NO.
TRG
TRG
TRG
BMA
3 ' 0
DESCRIPTION: 2.5" DISK AS POINT NUMBER 1024
LOCATION: STORM DRAIN INLET ON RANCHO SANTA FE
ROAD
RECORD FROM: ROS184162
ELEVATION: 37_31 DATUM: NAVD88
-4-I Z-7-0
INT,
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE:
R.C.E. NO.: 76151
AN M. ARDOLINO
EXP.: 12 -31 -19
RECOMMENDED: APPROVED:
$
JES OW ENS EDWARD MMER
CITY GI ER
/ /-t1
DATE ''- DATE
SIMPLIFIED GRADING PLAN FOR:
2518 MEADOWMIST LANE
BOB & SHEILA RODRIGUES
APN: 265- 341 -02 -00
14184 -SG
PUBLIC WORKS
AIA
-
BRIA A. OL DATE
)
PLANNING
IVA
-
REVIEWER
3 ql
SHEET 1 OF 3
SCAOR CITY ENGINEER DATE
PLSA 3032
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102 EXISTING CONTOUR LINE - EXISTING STRUCTURE c
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—
PROPOSED BUILDING FOOTPRINT
FL1194.8 FG 96.3 ) G 905 BE/ / / r f / �.� � J tJJ 1 / J/f x � PROPOSED PERMANENT BMP AREA
a AU PV. MAINTAINED
��SWAG FF =.0 91ORETENT1 -BA rSIN l r-
, PROPOSED CONCRETE
o PAD—L95.3 OAREA= 9- IG 93.9 FLOWLINE
f
0 �FS95.�� 1 = � � IE 9 8 / � � � � — � � � � � / j{r�tJJ _j PROPOSED PAVER DRIVEWAY
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/ /IE91.9
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} I SWALE ".. I r°
EX.FENCEj GFF 95.5 f 1% r : }. -� t �I�r I NOTES
M�arN ! �t i
TO RE J 0 SET
F05.2 rr E1R �p r l I (( 1. SEWER FOR ADU TO BE CONNECTED TO EXISTING
y "jf/ / �/ i I t 1 f J INFRASTRUCTURE.
vY -
f ! J (t I 1
CONCRETE cuRe SET 114 170 MM)
BELOW TOP OF PAVERS AND CONTROL 2. WATER SERVICE FOR ADU TO BE CONNECTED TO
JOINTS ( 1S' Q" (5 M) OC OCA ED ALONG MEADOWMIST EXISTING LANE. OWNER TO
/ %
O t ER PROTECT PRIVATE SERVICE DURING CONSTRUCTION
CONCRETEPAV
31/8 ' (79MM) MIN THICKTURFSTONE PAVER
(26- 4401MM ) 318' PEAGRAVEL
EASEMENTS
PROTECT EX/ R
j LIMIT;OF GRAD NG f t J
COMPACTED MIN DEPTH 5 APSE K 10' PEDESTRIAN AND EQUESTRIAN TRAILS EASEMENT PER
6"(150 MM) MIN DEPTH 3/�/ C�� 'R.Oc
MAP NO. 9183
GEOTEXTILE AS REQUIRED
APN / j_T 1 J ry / t i / APN TURN UP AT SIDES TO COVER BASE 15' DRAINAGE EASEMENT PER MAP NO. 9183
265- 341 -01 / .,� � . )J / r�l / � J � 1 JI �� ( - � �ti 266- 341 -03
t t I t i J t :t
YS
� COMPACTED SUBGRADE
X - -- 12" (304 MM) WIDE GEOTEXTILE ALONG PERIMETER
8 - 1 r Is.5 t ( J. �� / \ TURN UP AT CURB (00 NOT COVER TOP OF BASE)
NOTES: . THICKNESS OFAGGREGATE BASE WILL,VARY WITH SUBGRADE CONDITIONSAND CLIMATE.
�'a COLDER CLIMATES MAY REQUIRE THICKER BASES.
f 1w I j
PAVER DR�fEWAYPER /// n I f \ / 2.
JJ r t TURFSTONE OR EQU _ ��� I (� /
(-
'
1 CONSULT ICPI TECH SPEC 2 FOR GUIDELINES ON SPECIFICATIONS FOR BASE MATERIALS,
SUBGRADE SOIL AND BASE. COMPACTION.
4. PLASTIC, STEEL, ALUMINUM OR PRECAST CONCRETE, EDGING MAY BE USED.
%ftA0US PAVER DETAIL
/ Y / �- a -'� NOT TO SCALE
-
��0( T—
5 C, � � I j " 7, 1P1C' 81.2&
�}1O11t
PROTECT EX., R i + _ I i311i% Ff' t ( _L ( (i JJ 1 i� L -
- - - - - -� /k/ 1 U.
I o- (,
DROUGHT TOLERANT
Ir(� j5,`g� i J 1% PLANTS (TYP)
J r g FF ® \ ( (
/Z/T\ \ Q e 6" OVERFLOW RISER
1
J ki I I
i is� - �° ® s3 ._v ( ` j ( \ TG 94.3
-s. V i TOP OF BERM
I j l t bn 1
Ti
FG94.5
aT
G93. MIN 21 2'1
2"-NON- ELOATINGMULCH
- - — . 4 "X12" PCC
3�' 7 e _ ` ! J . 1 B" LAYER ENGINEERED I { EXIST6NL�" HEADWALL
j \ I tJ �Iia (I�'_) - -I� _GRADE
1 % \ SOIL SEE NCOTE kLbW I I:_ :
5
36
3'x3' COBBLE
2 RIP -RAP
-� "LAYER Of 3/6 GRAVEL
1 , 8 1y8 1 e` t _)
6" LAYER OF 3/4" GRAVEL
` SEE NOTE BELOW �
FD4' IP WI A PROX. LOCATION
CAPORCE 18342 j O� EX. SEWER CO.
I
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j _..
I
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/PER MAP 91$3 PTO 'b., ! CCINTRACTORTO
FIELD MST HEX. LD VERIFY " a J— � I Pt BIORETENTION ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18 „ DEEP "SANDY LOAM” �
l t /r''' C..I '� -►�.. \ F J ! 84� M SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND,
D 820) R =8 84°5U h I 15% COMPOST OR HARDWOORD MULCH, AND 20% TOPSOIL, FREE OF STONES, STUMPS,
L_.0 ( i FD 3�/4" IP W! ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. 1
S�/EETGUM SSTREET _ �` `116.11 1 CAP CE 18342"
8" VCP SEWER i j TREE IN l
PER TM 3 22 -1 \ FD �1 -10 "RCE AN�RI, , n ° PERM P 9183 * WO1E 1
�p :%• � '* 3!4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6" BUT MAY BE DEEPENED TO
92 40 ,T ISLIv1ND PINE SIT, ° `� _ .� �% \. ;. GI-LY AR��IZ1ST OR 'THEIR R @PRESEIJTRTIVE INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA j
I gyp. 18342" PER MAP -� TR IN PLAC TQ
/ 9183 EJ s� \ - SNAt t ff3E' ON SITE WHILE Exc�vA'111a G IN OF THE BASIN SHALL BE LEVELAND SHALL BE SIZED BASED ON CALCULATION.
X 1 C 1 $ ' 0 "ME VICiPtlY OF STREE TReX TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS
A4 VV \ \ TER SERVICES AREA DRAINING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" i
a / MIj'jr LAN i fig , /fit° PROTECt*PLACE BELOW ADJACENT FINISHED SURFACE QRpFESS /pN
! W v� W sf / BIORETENTION AREA DETAIL ��c�0CNAEL
1 ✓
! / �._______._.... NOT TO SCALE �
10 "ACP WATER /N W f r z z
PER TM 3622 -1 f wV f m
' / � / w C° No. 71651 o m
W f1 ¢ 19b GRAPHIC SCALE 1 " =20' r Exp. 12/31/19
GRADING PLANT ` w CIV1
R
SCALE: 1"=20' 0 J'T � � \P
20 40 60 qTF OF CALF
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: I CHECKED BY: TRG 1RG MA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: 2.5" DISKAS POINT NUMBER 1024 INT. DATE PLANS PREP ED UNDER SUPERVISION OF RECOMMENDED: APPROV ED: SIMPLIFIED GRADING PLAN FOR:
1 LOCATION: STORM DRAIN INLET ON RANCHO SANTA FE PUBLIC WORKS DATE: A•1 \A4k, , - / 1. ROAD /Q _ W - 2518 MEADOWMIST LANE 141 �4 -SG
RECORD FROM: ROS 184162 DO O DATE PLANNING /VA _ R.C.E. NO.: 76151 JES O ENS EDWARD J. W ER BOB & SHEILA RODRIGUES
ELEVATION: 37_31 DATUM: NAVD88 C TY I
REVIEWER 19 S ITYENGINEER DATE IAN M.ARDO INO EXP.:12 -31 -19 f �i APN: 265 - 341 -02.00 SHEET 2 OF 3
INSPECTOR ji DATE DA E
PLSA 3032
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SCALE: I"=10' jIW
I� �` •�.�gas\
GRAPHIC SCALE 1 " =20'
0 20 40 60
WIDTH AS REQUIRE
TO ACCOMODAI
ANTICIPATED TRAFF
NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND DITCH
r'WANINGI 17C RI IKIM7G Th CGf11hACNIT
COARSE
AGGREGATE
FILTER
FABRIC
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BYASOILS ENGINEER
SECTION A -A
CONSTRUCTION ENTRANCE
NTS
GRAVEL BAGS OVERLAP
RUNOFF WITH ENDS OVERLAPPED
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
GRAVEL BAGS
NTS
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
ORIGINAL
GRADE
ADDITIONAL NOTES
1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON
SITE SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS)
MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS
MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM
(E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET
J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
2006-27.
LANDSCAPE EFFICIENCY BMP NOTES:
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT
PLANT OR IRRIGATION SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATON
3. ERADICATION OF INVASIVE SPECIES
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED
5. REPLENISHING MULCH AS NEEDED
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
PLANT GROWTH
Z FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W /BATTERY BACKUP)
11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS HYDROZONE"
13. MAINTAIN THE IRRIG477ON SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
ALLOWANCE)
NOTE:
BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING
BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY
REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE
STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL.
LEGEND
X SILT FENCE
CONSTRUCTION ENTRANCE
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DIS77JRBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE POSTS AND EXTEND IT
INTO THE TRENCH.
2. STAPLE EXTRA STRENGTH SILT FENCE TO
THE POSTS. POSTS ARE TO BE SPACED
CLOSER THAN STANDARD
PRE - MANUFACTURED SILT FENCE
PRODUCTS.
6 IN (15 CM)
4. BACKFILLAAND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
SILT FENCE
NTS
No. 71651
Exp. 12/31/19
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CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
L,t "TRH"
tY:
""
tB"t" ts r:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
TR��Y
$- L
DESCRIPTION: 2.5" DISKAS POINT NUMBER 1024
ROAD STORM DRAIN INLET ON RANCHO SANTA FE
RECORD FROM: ROS 184162
ELEVATION: 37_31 DATUM: NAVD88
�•I2 ZO
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: A.11-10l
R.C.E. NO.: 76151
IANM.AR OLINO EXP.: 12 -31 -19
RECOMMENDED: APPROVED:
JES OWENS WARD J. WI R
CITY E G NE
DATE /f DATE ��
SIMPLIFIED GRADING PLAN FOR:
251$ MEADOWMIST LANE
BOB & SHEILA RODRIGUES
APN: 265- 341 -02 -00
' 4784 -SG
PUBLICWORKS
A/A
—
BR I N .A
I DATE
PLANNING
/✓/►
—
REVIEWER
1 I
S YENGIN R DATE
INSPECTOR
SHEET 3 OF 3
PLEA 3032