2016-12819-G (Plans)OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR
TO WORKING IN THE PUBLIC RIGHT OF WAr. 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.
INCONYEN/E V07E
N 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.
VrLirrY ►VOTE
AALLL U�T�ILL11777EESA ® NO SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL S
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIRCA77ONS 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 "SINGLE FAMILY RESIDENCE PARCEL NORTH OF 1428 EOLUS AVENUE, ENCINITAS,
CALIFORNIA." PREPARED BY CHRIS77AN WHEELER ENGINEERING DATED FEBRUARY 24, 2016 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 PR07ECT 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.
Z 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 (1K.2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY
SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS
AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUC7ION MEE77NG 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 M774 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 PRCWDED STATING
"THE GRADING UNDER PERMIT NO. 12819 -G HAS BEEN PERFORMED IN SUBSTAN77AL 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 DIREC7ION
HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPAC77ON 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 EXCAVA77ONS ARE ACCEPTABLE FOR THEIR INTENDED USE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED C SURFACES TO PROVIDE POST
TINE 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
BFEN INSTALLED.
14. 4LL 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 SEC77ON. 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 774E 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.
i //a�7, •iil� �'
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 8.5' H : I' V
MAXIMUM VER77CAL DEPTH OF CUT = 2.9 FT
MAXIMUM VER77CAL DEPTH OF FILL = 4.0 FT
CUT = 150 C. Y. FILL = 150 C. Y.
EXPORT = 0 C. Y.
REMEDIAL = 190 C. Y,
* ESTTMA7E DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY
SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF
WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY (CALCULATED ON A THEORE77CAL
BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES
ARE NOT ABLE TO BE DETERMINED, REFER TO SOILS REPORT FOR REMOVAL AND RECOMPAC77ON DEPTHS.
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1.698 SQFT GROSS LOT AREA = 14,603 SF
IMPERVIOUS AREA AFTER CONSTRUCTION: 4.340 SQFT
INCREASE IN IMPERVIOUS AREA: 2.642 SQFT TOTAL AREA EXEMPT = 14,211 SF
IMPERVIOUS AREA REPLACED: 100 SQFT FROM MAWA CALCULATION
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph858.259.8212 1 fx 858.259.4812 1 plaaengineeriffi8.com
C9.G1►[t3�►Cta
101*14tr.1161
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT EMILY SCHEERER AT (619)291 -2229, 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 P07EN77ALLY UNSAFE.
Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED
HEREON.
S. 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 CXMYUCTION aWFAMP 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 COLLEC77ON 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 FACILI7ES 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,4MP 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.
Z THE INSTALLA77ON OF ADDI7IONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS
PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
B. 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 DIE<)IITO 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 IMTHW THE LIMITS OF THIS PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE, LINE CROSSING, LINE PARALLELING OR
PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED U77LITY 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 FACILI7ES 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.
B. 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.
o lei ►.
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 PR07ECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE
IT /3 THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT
OF WORK:
A. SEWERS - LEUCADIA WASTEWATER DISTRICT -760- 753 -0155
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 COMMUNICA77ONS- (760) - 806 -9809 X -2233
2. CONTRACTOR SHALL N077FY 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.
POST - CONSTRUCTION BMP NOTE:
1. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERA7ED AND
CONVEYED IAA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET.
TOTAL LANDSCAPE AREA 42.9x0.62x392 = 10,400 ETD
DATE I BENCHMARK
CONTROL MONUMENT DESIGNATED
5 -42.69
ELEVATION: 176.60'
DATUM: NAVD88
SIGN DATE
HORIZONTAL: Ra
VERTICAL: VA
AS -BUILT
51TiW
i • ,.. •
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 774E CONSTRUCTION SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY E.'DSiON CONTROL MEASURES.
REMOVE EXIS77NG 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 7HE RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE ELIMINATE OR REDUCE POLLU77ON 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 CONSTRUC77ON 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
INFORMATI0N 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 7HE 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 ST0RMWA7ER POLLU77ON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
OWNER'S ATE
x(VIE�E�ggLVqR T L �AS
T �A7 T1ASs B3S 7O SPERV1W OVER ALL 690D C r 4D SIF CW TOE- �OWAC04 AND AL.TTy F TE
I (W) WREBY A6REE TO ZNDEMNIFY. OFFEND. AfD HLLD CTTY AV6 aTV'S OFFIlFRS /PFSf.TALS. LIEADLOYE;�l
ST6NkT
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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 W1774 THE RULES AND
REGULA7IONS REQUIRED BY THE CITY OF ENCINITAS, TO 7HE 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 EN77TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINAT70N 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 AC77NG K17HIN
THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY
THE ENGINEER.
FOeRCHIO
AECI
SIGNATURE: L7 DATE: 1015.1(f
BRIAN M. ARDOLINO RCE No. 71651
PASCO LARET SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101 w ® No. 71651 0 m
SOLANA BEACH CA, 92074 Exp. 12/31/17 a
RCE EXPIRES 12- 31 -17{}
FIELD OPERATIONS
cf. (0
DATE
DATE: i034.'74W
R.C.E. NO.: 71651
BIRIA . ARDOLINO EXP.: 12 -31 -17
FIRE LLC
3351 INDIA ST.
SAN DIEGO, CA 92103
P. (760) 560 -6773
SffE SS A.P.N.:
EOLUS DRIVE 254 - 120 -08
ENCINITAS, CA 92024
ZONING FEWIREMENT9
COASTAL OVERLAY ZONE
R -3
LEKAIL /6!1! _
ALL THAT CERTAIN PIECE OF LAND MUCH IS DELINEATED AND
DESIGNATED AS PARCEL 4 ON RECORD OF SURVEY MAP NO.
4891, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY, JANUARY 29, 1959, SAID RECORD OF
SURVEY MAP NO. 4891, BEING A SURVEY OF A PORTION OF LOT
4 IN BLOCK "L -OF SOUTH COAST PARK ANNEX, IN THE CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF NO. 1788, FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 29, 1924.
TOPMRAffff
MINTY MAP
MELCHIOR LAND SURVEYING, INC.
5731 PALMER WAY. SUITE G LS. 4611
NTS
760 - 438 -1726
- �rV -- --
DATE SURVEYED: SEPTEMBER 10, 2013
S - --
SOILS ENGINEER'S CERTIFICATE
198--
1, DANIEL ADLER 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 COND177ONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 2124116 AND FOR AN UPDATE
ON NZA ONE COMPLETE COPY OF
THE SOILS REPORT COMPILED FROM THIS STUDY, IMTH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE GRADING PLANS AND CERTIFY THAT 774E RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
THIS PROJECT HA BE INC RP TED 1 THE GRADING P S�A,NID SP�ECIFjICATIONS. /
SIGNED: ' "_ - �, Z°L /17
RCE NO.:
EXP. DATE: (e - j0 -f v
A66 U07
&? 4m$ 4/30/17
JOB #: 2(6007/.0(
J06 A/o. 1'7 - 1147$
C WHEELER ENGIN
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-
PROPERTY LINE
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RIGHT-OF -WAY LINE
- �rV -- --
EXISTING WATER LINE
S - --
EXISIiNG SEWER LINE
198--
EXISTING CONTOUR LINE
- - -
FLOWLINE
-
SETBACKS
-
CENTERLINE OF ROAD
BUILDING F007PRINT
- - -
LIMIT OF GARAGE
LIMIT OF LOWER LEVEL
- - - - -
PERFORATED PIPE
4' PVC DRAINAGE PIPE
LIMIT OF GRADING
RETAINING WALL
BUILDING WALL
398
PROPOSED CONTOUR LINE
. "- -
PERMANENT BMP AREA
POROUS PAVERS
PCC SURFACE
FS
FINISHED SURFACE
FG
FINISHED GRADE
FL
FLOW LINE
FF
RNSHED FLOOR
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FIRE NOTES-
1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL
CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES CFC 503.2.1
2. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE
IMPOSED LOADS OF NOT LESS 714AN 75,000 POUNDS AND SHALL BE PROVIDED WITH AN
APPROVED PAVED SURFACE TO PROVIDE ALL- WEATHER DRIVING CAPABILITIES
AMENDMENT 503.2.3
3. FIRE APPARATUS ROADWAY GRADES EXCEEDING 15% ON FIRE APPARATUS ACCESS ROADS
SHALL NOT BE PERMITTED WITHOUT MITIGATION. MINIMAL M177GA77ON SHALL BE A
SURFACE OR PORTLAND CEMENT CONCRETE (PCC), WITH A DEEP BROOM FINISH
PERPENDICULAR TO THE EN77RE DIRECTION OF TRAVEL, OR EQUIVALENT, TO ENHANCE
TRACTION 774E EN71RE LENGTH OF 774E GRADE.
✓? 91 J�
(SIGN DATE SIG
ENGINEERING DIVISION APPROVALS
RECOMMENDED: _�QQ ;zmaicez z , A,1 �°°
MASIH MAHER Ep DEAA16:
61/16/16 //..3 D • /(o
DATE DATE
BMP PROJECT STATUS
STANDARD
DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
DATE SIGN DATE IGN DATE
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
3RA5ING PLAN FOR:
EOLUS DRIVE
FMRE, LLC 12819 -G
APN: 254 - 120 -08
PLANNING CASE NO: 16 -024 CDP SHEET 1 OF 3
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LEUCADIA WASTEWATER DISTRICT NOTES
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK,
OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORREC71ON OF ERRORS AND OMISSIONS DISCOVERED
DURING OR AFTER CONSTRUCTION.
2 ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO 774E LEUCADIA WASTEWATER
DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS TREE NOTE
, MOST CURRENT SEE ANOT E. T REPORT, FOLLOW 1PZ RECOMMENDATIONS. EXISTING TREES 70
EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN.
BE PR07ECTED IN PLACE IF AN EXISTING TREE IS REMOVED, IT MUST BE
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT REPLACED WITH A LIKE SPECIMEN TO THE SA71SFAC77ON OF THE CITY ENGINEER.
ALL 71MES WITHOUT EXCEPTION
4. THE CONTRACTOR SHALL HAVE A COPY OF 774E DOCUMENTS SPECIFIED IN SEWER N07ES 2 & 3 ON
THE JOBSITE AT ALL TIMES. \`
APPROXIMA
5. THE CONTRACTOR .MALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF APN: 254-120-65-00 LOCA77ON b
EXISTING 6 WOOD FENCE TO
FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE 12 MCP WA R
IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD K17HOUT EXPENSE WHATSOEVER I BE REMOVED REPLACED WITH EXISTING TREES TO ^. '- MAIN 0
TO LAD. NEW 6' WOOD FENCE FUTURE FORCE BE REMOVED EX/STING EX/S7�1 SURVEY
EXISTING SURVEY TIGHT LINE MAIN TO RESERVE GARAGE ESMT. 6 WOOD MONUIIOEN�' "70 / g
6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION MONUMENT TO TG 152.0 4 DISCHARGE STAIRWAY TO S'S OF DF'�I4l,Yn 12/2/1975, F/P FENCE � q PROTECT IN '`PLACE '
AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR 70 CONSTRUCTION. PROTECT IN PLACE PIPE (71P.) TG 152.3 DECK ABOVE PER w
IE 151.0 1E 150.6 ARCH. DWG. 3_, T' 175-338348, O.R.
Z APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF, -
THE LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR `' °" %f ` '; .. ; 'r, FS 164.4
STRUCTURE WITHIN 174E LIMITS OF THIS PROJECT. % - - -_ - ___ -___�_ - _______ FULIRE r` X 1" WA TER
____ -____ -�__ - - -- -__ - = =_ FL 155.3 FL 157.5 159.6
;,
IE 148.3 _' ___ -------- - - - - -} - 11, FG 152:1 �� e - SURGE
8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING -: `1 =, c; - I SERVICE TO BE
PRIOR TO CONSTRUCTION. FG 159.7 6 NK RELOCATED BY
; k f I `` r ' 5 FG 157.3 ° CAJEP ,T CITY
�'fl% 4• ' G 157. DISTRICT AT
9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT ` ` _ !/ IE 151.5_ ry „ o % STREET, -TREE
PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO - q 151:9 ° = -TO PRO IN _ _ S 164. OWNERS
i .~ FG 150.7 FG 152.1 FS 164.8 1 % c.:;�E S
EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY 171E LWD INSPECTOR, Itt rl ❑,1�,y50;8 ' ) FS 754.9 --t RESERVE PLACE Y FS 1 KAFF1R800MM,, ENSE
OR AS APPROVED BY DISTRICT ENGINEER. 1'X1' GRAVEL `+r4 \ 1500 GAL. FG 15 .2 !IfjRETE1V7T0N , - - - BBD, PER ( PIT \ / i� CITY STREEPEXP DISTRICT TO
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS SPREADER SEPTIC TANK F 151. ";''150.0'SF- ARCH. DWG. FG 157.2 FG ,157.7 / 7628 GATE TREE TO „
151:'1 FG -= / PROTECT IN
NSTALt 1
OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS ,; BW 162.8
1 STORYDFfACF!® s 165.2, TRELLIS PER / PLACE (WATER SERVICE
11. A 2 -INCH HIGH °S" SHALL BE INSCRIBED ON THE CURB FACE ATEACH LATERAL LOCA77ON BY THE FUTURE PUMP ` ACCE8f30R1' U I'T ! FG 53. ARCH. DWG. FS1164.8 F 160 4 r AND METER PER
CONTRACTOR. CHAMBER �� 2.1 \ - F 1 5.0
LIMIT OF / �i A _ __ 6.' VIA WS -01,
12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL 3' o FS }52.0 PAO-1 GAS FIRE V01;6sD FS 154.9 CRAWL SPACE/ '\ 1y / 2 FS 163.0, 2°r6r.� FS 164. �-17 AT
EXTEND UP TO A 2" COPPER TAG 77ED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN ._ EXISTING SURVEY __ PIT PCC PAT70 LOWER LEVEL / p OWNERS
SHALL TERMINATE 6 ABOVE PAVING SUBGRADE WI1N FINAL LOCATION JUST BELOW PAVING. THE TAG MONUMENT_T0, G 150.4 %� FS 1 2. " - _ -, FG 160.6 ONRY 1 1` 16`F4 EX}?ENSE
OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UN71L CONNECTED AND SHALL ! `' ❑ ❑❑ ❑ FS 1452 28TaaRY FS 1648` / RE lNING t Y�`! r` EXISTING
THEREAFTER BE BURIED AT THE POINT OF CONNECTION, PROTECT INLACI r \ ❑ RAISED ;
' ❑ ❑ ❑ 5 ❑ - = L 8174 LE FAMLY ( s AKA EDGE OF
FS a15 . PCC C%4 ❑ ❑ ❑ ECK ABOVE DECK _ 8 �l. AC TO BE
TG 15'0.3 PA 770 ,1 ❑ ❑ ❑ ❑❑ ( 1 5 i LOWER LEVEL 0 uj
..
13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS � � _ IE 149, 8 � � � _ , ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ❑ � � 1 BW 1 .8 � �• _ "� r t�4' � REPAIRED �
° FS 15h ❑❑ ❑❑ PAD-�l FS 16 8 FG 1 F 62.2
14. ALL SEWERS AND LATERALS SHALL BE WA ME BALLED OR JETTED, LOW PRESSURE AIR TESTED, C. FG 153.8 5 xT
AND TELEVISED AT THE APPLICANT (CONTRACTORS EXPENSE PRIOR TO CONSIDERA77ON FOR FINAL �' / o- / ❑� L C S 163• _
ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER U77LI71ES 38 H -PIT :� i PAVER WALKWAY FS 164.6
AND U7ILITY LATERALS 5' CAP DEPTH i - FS 154.9 _ .. y
N OUTDOOR fi' FS` 1 3 / FL 164.5
SEE DETAIL THIS TG
FS 1 2.0 ❑ - PLANTER P { sD ' r 4, ; , I 6 PCC
15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE �' SHOWER TO SHEET GAR „
z
„ F 1 0.3 ❑ FG 154.0 BU DING WALL - l
LWD INSPECTOR PRIOR TO PAVING.
4 PERFORATED PIPE CONNECT TO F�1�$9 Awv FLUSH CURB
PUBLIC SEWER FS 154.9
TIM/ ' JF P EI E BLE v
16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE KITH / FG 1 150.3 ❑ ❑ Aviv- -1 0 ®0� -�® , „ - £
GARAGE _ PA,YHi - 6 X25
p , > PCC PATIO - f.'
GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES FOR FG 149.3 i ❑ ❑ „ r' AY PERVIOUS
INSTALLA710N OF GASKETED PVC SADDLE WYE ON EXISTING PIPE, CONTRACTOR SHALL PLACE SADDLE TG 150.0 4 DISCHARGE r FS 154.9,` h4tit G ARE
IE 149.5 PIPE 2 . ,, EXISTING TR PARKIN A
ON THE EXISTING PIPE AND MARK THE PIPE WITH AN OUTLINE OF THE PROPOSED CUT -IN PRIOR TO APIA- 254 - 120-05 -0a , __ -___ -= __ _ (TYP.) ., :. 162.3 „
INSTALLATION. CUT -IN SHALL BE CLEAN AND NOT EXCEED MARKED OUTLINE OVER ACCEPTABLE IE 148.3' -,` FG 153.6 TO BE DEMO ., } 1 „ }}WY ESMT.
LIMITS DEEMED BY LWD INSPECTOR. ALL REJECTED GASKE7ED SADDLE INSTALLATIONS SHALL BE IE , 7 FG 152.5 _ ; „ EXISTING -TREE CIARq(E
REPAIRED IN ACCORDANCE WITH LWD STANDARD DRAWING S -32 TYPE II REPAIR, FOR INSTALLING TG 14 5`
F 152. FS 154 TO BE REMOVEb F 162 \ - L 1/8/1959,
IE 14$'4 X STING SHED - n FS 16 5 B. 7452,
NEW MANUFACTURED WYES STANDARD BELL AND SPIGOT OR PLAIN END WYES AN PLAIN END PIPE „ , ; , , ; , , PAD-1�03 TRASH AREA .
SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSER77NGWYES INTO AN 10 CUR TO REMAIN P.112, O.R.
EXISTING SEWER.
5.
BIORETENITON -
i. ,r$B TG. 152.3' i ' ,% ' FS 154.9 r. S
17. EXISTING PIPE MAY BE USED FOR I SER77NG S 0
N WYE INTO AN EXISTING SEWER. ALL CONNEC7IONS
'G: / / ; -, , ;- FG 154« �< G' F .,,..156.4 _ -, . ,; .,, / �., ��- �5 .
NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LAD STANDARD DRAWING S -32. IF 31 SF ;. ;1E .1A9;>3 �`, , : .,F FL 152.5 L F 15 .3 - , f &, :- , v f. FL 164.7
NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN 174E EXIST}NG SEWER SHALL 148.7 FG `` r -- - ' 15 C;P C= 1ti. i k-
BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A FG 15tl. ti o ,. 157.2 .
,
EXISTING 5 ---- s . E- �.y
DOWNSTREAM LWO SEWER. IN LOCA77ONS W17H SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE % E - \�
TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL-77ME MANNED MONITORING. NO WOOD FENCE r F 160
UNMANNED BYPASS SHALL BE ALLOWED.
TO REMAIN ' � F 149.5 �•�� r G 152.5 :. �k t r § ;'i, �; .� A -,_ � = ' °�,,N 88'41 09 - W� 2a7.1C1% �� FL 156.8 162.' TW 162.2-
. 6 WOOD `OF EX1STtNC B ETE
DW 19.0 BW 160.0 '� t 'd _• r t! r "o '_ , j
18. FOR CONNECTION Or PLAIN END 7O PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE %; ( -v, � , � r., _ _ � ,,, - ,_ � �� , __ ;
OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC - ' , EXISTING Sc U Y r; '�, << FENCE LNG :!,AALKWAY TO � E _. TW 1�' 1 FL, 158.8 ;y ; L� �.0
SEWER REPAIR COUPUNGS SHALL BE RUBBER GASKE7ED WITH NO CENTER STOP. PIPE ENDS SHALL BE • EXI WALLS.
' ,�;`' � '; � MONUMENT Tj0 `,:.! �� I (TYP.) -REMOVED , EXISTING SURVEY( • �,. BW' 15$.0 � TO BE R , ,
THOROUGHLY CLEANED PRIOR TO INSTALLAAON OF 114E REPAIR COUPLINGS). THE REPAIR COUPLING F�' MONUMENT TO RETAINING WALL PER
O PROTECT IN C 1 �? SURVEY
SHALL BE SUPPED ALL 774E WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING �� 31s IF ��N; ' � � � PROTECT IN PLAC €- - � ' 0 ' NT TO %
DROUGHT ;P;Q AG s ) ( IE IN PLACE
TOLERANT PLANTS - REPLACED W/ l VI
(TYP) �,� APP- 254 - 120 -07 -00
2° HARDWOOD p ! 5 Aof
MULCH/ GRASS L I
COVER OR CITY GRADING PLAN
APPROVED SCALE.' 1' =10'
CUTOFF WALL EQUIVALENT 4° DISCHARGE
2% I PIPE
12 0° 12' 3'
4" PVC PIPE III III III- - - } GRAVEL
l l =1 III -111 III -1
III III III -III
COBBLE ROC SPREADER
1fi =111 III -III III -) I 40 PERFORATED
III 111_111 ICI II
240 LAYER ENGINEERED III III III 2° LAYER OF PIPE (NO SLOPE)
SOIL 3/8° GRAVEL
*SEE 7401E BELOW
12' LAYER OF 314° GRAVEL
' **SEE 7407E BELOW
LINER PER GEO7ECHNIG4L
RECOMMENDATIONS LINER PER GE07ECHNIC4L
(BOTTOM OF BASIN 70 RECOMMENDATIONS
BE UNLINED) (BOTTOM OF BASIN TO BE UNLINED)
* BIORE7ENTTON "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 180 DEEP PER
COUNTY OF SAN DIEGO LOW IMPACT DEVELOPMENT HANDBOOK: APPENDIX G -
BIORETENT}ON SOIL MEDIA (BSM) EXAMPLE SPECIFICATION.
** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 60 BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL.
THE EFFEC71VE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIOREIEN77ON
BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT ALL BIORE7EN71ON
PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE
B/OREfENTM ARE4 DETAIL
NOT TO SCALE
PASCO L AR-ET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 ffa 858.259.4812 1 plsaengineering < com
CHANGE NO.
DESCRIPTION
No. 71651
Exp. 12/31/17
...� s
mommil
10 5 0 10 20 30
sc��F GRAPHIC SCALE IN FEET
DIRECTION OF FLOW
A 7 -6» 3" MINIMU
PCC THICK - DER (x¢04El w fiLL
LE PAVER 3 MIN 4 1'Ite1EQ1AL Tj Br
CRUSHED ROCK INSuLl ?o •F;aS*1&T)
• 4, a S�IZ�gC�'
DETAIL: PAVER WALKWAY SECTION A: PAVER WALKWAY
NOT TO SCALE NOT TO SCALE
INSTALL DECORATIVE
PERVIOUS PAVERS BY
ACKERSTONE OR CITY
APPROVED EQUIV
2° BEDDING
NO. 8 (NO SAND)
o- 4- - NO. 57 STONE
�o {m�000�o oho o� OPEN GRADED BASE
�Do °DOv°pD�° � 0 6° MIN THICK -
QRpFESS /p �c or�c�oc� 00 0� 2 STONE SUBBASE
B.
lFCij fir' SOIL SUBGRADE
No. 36037 SECTION` PERVIOUS PERVIOUS PAVERS
Exp. 06/30/18 z NOT TO SCALE
BENCHMARK
CALIFORNIA DIVISION OF HIGHWAY
CONTROL MONUMENT DESIGNATED
5 -42.69
ELEVATION: 176.60'
DATUM: NAV588
SCALE AS -BUILT
HORIZONTAL: 1" = 10'
BRIAN M. ARDOLINO
VERTICAL: N./A
ENCROACHMENT MAINTENANCE
AND REMOVAL AGREEMENT
RECORDED SEPTEMBER 6 . 2016
AS DOC. NO. 2016 - 0465292 O.R.
HOLD CITY HARMLESS FOR
DRAINAGE COVENANT
RECORDED SEPTEMBER 6 . 2016
AS DOC. N0. 2016- 0465293 O.R.
R/W PL
5'
5' Al EASEMENT
FOR PUBLIC HIGHWAY
,
GRADING NOTES. •
NOTES TO CONTRACTOR:
1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERLY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES
UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT
IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF
HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO
PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR 70 START OF ANY SUCH WORK.
ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL N071FY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCA77ON
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO 771E
AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY.
CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
I-Im , � -4
EXISTING OVERHEAD UTILITY SERVICE UNES TO BE REINSTALLED UNDERGROUND.
2. FOR STORM WATER POLLU71ON CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SIW1 DISCHARGE ONTO GRASS AND LANDSCAPE
AREAS PRIOR TO COLLEC71ON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBUC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE
CONTRACTOR TO COORD1947E WITH SDWD INSPECTOR FOR INSTALLATION OF PROPOSED WATER METER AT RIGHT-OF-WAY. WATER
AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
METER TO BE FIELD LOCATED WITH RESPECT TO EXISTING & PROPOSED HANDSCAPE UTILITIES, ETC.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE
i
GUIDELINES ARE AVAILABLE AT CITY HALL (505 S VULCAN AVE, ENCINIRSS CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27•
SPECIAL BMP INSPECTION NOTES:
PROGRESS PICTURES OF BIOREIENITON BASIN CONSTRUC71ON SHALL BE TAKEN AND PROVIDED 70 THE CITY AT THE FOLLOWING STAGES:
4. DRIVEWAY STEEPER THAN 20% SHALL BE BENCHED PER GEO7ECHNIC4L ENGINEER'S RECOMMENDATION.
1. BASIN EXCAVATION
2. PLACEMENT OF PERFORATED PERFORATED PIPE, RISER PIPE, OUTLET PIFE, ETC.
MONUMENT NO
3. PLACEMENT OF GRAVEL LAYER
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTA77ON AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY
4• PLACEMENT OF ENGINEERED SOIL LAYER
CONSTRUCTION SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A
5. FINAL BASIN GRADING
REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE
6. FINAL COMPLETED BASIN WITH VEGETA71ON ESTABLISHED
FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYORS ACT.
R.C.E. NO.: 71651 MASH MAHER D DE;AJF
I1V14/1 6 ff 3�•//� APN: 254 - 120 -08
BRIAN M. A LINO EXP.: 12 -31 -17 DATE DATE PLANNING CASE NO: 16 -024 CDP SHEET 2
PLEA 2483
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PLANS PREPARED UNDER SUPERVISION OF
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GRADING PLAN FOR: DRIVE
DATE:
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FIVIRE LLC
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R.C.E. NO.: 71651 MASH MAHER D DE;AJF
I1V14/1 6 ff 3�•//� APN: 254 - 120 -08
BRIAN M. A LINO EXP.: 12 -31 -17 DATE DATE PLANNING CASE NO: 16 -024 CDP SHEET 2
PLEA 2483
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HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL
TO VER77CAL) OR STEEPER WHEN THEY AREA
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. RVE FFET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS
APPROVED BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL
FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3 HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING.,
A SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
J. 3 LBS PER ACRE OF E SCHOOL CIA CAUFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
Z ITEMS C, DE AND F OF THIS SUBSECON MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN RXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCAS71NG BEFORE
HYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
CER7IFICA7EON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY
APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE
SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE
SOIL.
C FERTILIZER CONSIS77NG OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WH17H 15%
SULRA? APPLIED AT THE RATE OF 500 LOS PER ACRE
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY
A ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF
1. TRACK WALKING SLOPES STEEPER THAN 6:1.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY
1. ADJUS71NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDE VIABLE COND17IONS FOR GROWTH.
5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY
RELEASED.
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROP05FO ON THIS PLAN IS ENTIRELY WITHIN THE APPUCANT'S PROPERTY.
IF ANY DISIURBANCL i0 ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINF_O AND SUBMITTED TO THE CITE' PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE 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
BL ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
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 SAGS)
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 MAIER14LS 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. OC14 MEANS
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
3, 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 -2Z
LANDSCAPE EFFICIENCY BMP NOTES:
1. ROU77NE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT
PLANT OR IRRICA77ON SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
3. ERADICATION OF INVASIVE SPECIES
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED
5. REPLENISHING MULCH AS NEEDED
G, SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
PLANT GROWTH
Z FER77UZING, 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 IRRIGATON (W /BATTERY BACKUP)
11. MAINTAIN THE SYSTEM CONSISTENT WITH MA WA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATON TO BE CONSISTENT WITH PLANTS 'HYDROZONE,
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
ALLOWANCE)
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS
1
0 5 0 10 20 3
WMEW mid
GRAPHIC SCALE IN FEET
2. STAPLE EXTRA STRENGTH SILT FENCE OR
WIRE FENCING TO THE POSTS. IF USING
EXTRA STRENGTH SILT FENCE, POSTS ARE
TO BE SPACED CLOSER THAN STANDARD
PRE - MANUFACTURED SILT FENCE
PRODUCTS.
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4. BACKFELL AND COMPACT THE
EXCAVATED SOIL.
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WMEW mid
GRAPHIC SCALE IN FEET
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WIRE FENCING TO THE POSTS. IF USING
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TO BE SPACED CLOSER THAN STANDARD
PRE - MANUFACTURED SILT FENCE
PRODUCTS.
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NOTE:
BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING" x OEESS /p
BASINS DURING CONS7RUCTTON. THE SILT S11 ALL BE COMPLETELY QR .y9 QROFESL
REMOVED AND THE BIOREIEN71ON BASINS COMPLETED ONCE FINAL SITE SILT FENCE DETAIL SPEgFlfD BNY AS SOILS ENGINEER ����`� DEL B 190, �o OHAEL qP�
STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FIi AL. NOT TO SCALE CD �� �� y- �' 0 2� PAS C O LARET S U ITE R
SECTION A -A � No. 36037 m „�'� m No. 71651 � m &
ASSOCIATES
Exp. 06 /30/18 Exp. 12/31/17
`ST CIVIV �P `I'T CIV11- F
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
9 OF CIA\, qlF OF CAI.AF �\ 535 North Highway 1 01, See A, Solana ]Beach, CA 92075
ph 858.259.8212 1 fa 858.259,4812 1 plsaengineering , com
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
CALIFORNIA DIVISION OF HIGHWAY PLANS PREP D UNDER SUPERVISION OF RECOMMEf DED: JQO APPROV GRADING PLAN FOR:
CONTROL MONUMENT DESIGNATED /�
5 -42.69 HORIZONTAL: 1" 10, DATE: IO•Z_ �� EOLUS DRIVE
BRIAN M. ARDOLINO DATE /lam M °b- " FMRE, LLC 12819 -G
VERTICAL: ALB A R.C.E. NO.: 71651 MASH MAHER E DEAme. APN: 254. 120 -08
ELEVATION: 176.6Q' BRIAN M. ARDO 0 VVII�I` JZ'15O• /(p
DATUM: NAVD88. EXP.: 12 -31 -17 DATE DATE PLANNING CASE NO: 16 -024 CDP SHEET 3 OF 3
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NOTE:
BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING" x OEESS /p
BASINS DURING CONS7RUCTTON. THE SILT S11 ALL BE COMPLETELY QR .y9 QROFESL
REMOVED AND THE BIOREIEN71ON BASINS COMPLETED ONCE FINAL SITE SILT FENCE DETAIL SPEgFlfD BNY AS SOILS ENGINEER ����`� DEL B 190, �o OHAEL qP�
STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FIi AL. NOT TO SCALE CD �� �� y- �' 0 2� PAS C O LARET S U ITE R
SECTION A -A � No. 36037 m „�'� m No. 71651 � m &
ASSOCIATES
Exp. 06 /30/18 Exp. 12/31/17
`ST CIVIV �P `I'T CIV11- F
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
9 OF CIA\, qlF OF CAI.AF �\ 535 North Highway 1 01, See A, Solana ]Beach, CA 92075
ph 858.259.8212 1 fa 858.259,4812 1 plsaengineering , com
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
CALIFORNIA DIVISION OF HIGHWAY PLANS PREP D UNDER SUPERVISION OF RECOMMEf DED: JQO APPROV GRADING PLAN FOR:
CONTROL MONUMENT DESIGNATED /�
5 -42.69 HORIZONTAL: 1" 10, DATE: IO•Z_ �� EOLUS DRIVE
BRIAN M. ARDOLINO DATE /lam M °b- " FMRE, LLC 12819 -G
VERTICAL: ALB A R.C.E. NO.: 71651 MASH MAHER E DEAme. APN: 254. 120 -08
ELEVATION: 176.6Q' BRIAN M. ARDO 0 VVII�I` JZ'15O• /(p
DATUM: NAVD88. EXP.: 12 -31 -17 DATE DATE PLANNING CASE NO: 16 -024 CDP SHEET 3 OF 3
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