2017-13413 SG (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO
WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND
DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS,
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY
FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO ANAPPROVED 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 "GRADED MODIFICATIONS, TWO VACANT LOTS LONE JACK. ROAD AND JACKIE LANG
ENCINITAS, CALIFORNIA- PREPARED BYCOAST GEOTECHNICAL. DATED MAY 15,2017, PROJECT NO. WO. P- 671417, 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 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 (112) 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 N
U DER 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 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 ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OFANY 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.
CHANGE NO.
EROSION CONTROL
1. IN CASE EMERGENCY WORK 1S REQUIRED, CONTACT ALU4f tWbW AT (61'1 ) S?+b - '35& , 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 MAYARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS
ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
T 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 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 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 BMPIIMP FACILITYAND/OR THE TURFILANDSCAPED 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 IMPIBMP.
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 DILI 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 MAYBE REQUIRED FOR THIS STRUCTURE.
1. WA ATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
OF TTER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACC
OF, TF, THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR SIR UCTU V
THE ROD
3. ALL EXISTING FACILITIES, CH Y AFFECT FINAL DESIGN, I.E., LINE CROSSING, LI PARALLELING OR PROPOSED
CONNECTION SHALL BE FIELD VERI DMA. ALL EXISTING OR PROPOSED UTILITY CROSSING IN 10 FEET OF PROPOSED WATER
MAINS SHALL BE SHOWN ON IMPROV NT PLANS. ELECTRICAL AND SEWER TO CR UNDER WATER MAINS UNLESS GIVEN
WRITTEN PERMISSION BY, SAN DIEGUITO WA DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE RELOCATE AND /OR AD T TO GRADE ANY EXISTING WATER FACILITY (FIRE
HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) H IS AFFECTS Y THEIR PROJECT ALL AFFECTED WATER FACILITIES
MUST MEET CURRENT WATER AGENCIES' STANDAR
STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT
5, UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION W
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET QUIRES
DIEGO GAS AND ELECTRIC VAULTS.
COMMIT (WASC) STANDARDS. IF FACILITIES DO NOT MEET
3 S AT THE OWNER'S EXPENSE.
PARALL G WATER SERVICES.
BETWEEN FIRE RANTS AND SAN
T ALL WATER SERVICES TO BE C TRUCTED CLEAR OF DRIVEWAYS AND ALL 0 R TRAVELED WAYS. WATER METERS MUST
BE IN FRONT OF THE PARCEL TH RESERVING.
8. CALIFORNIA STA LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRAS E USED IN THE CONSTRUCTION
OR REPAIR OF AL OTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE TH THIS LAW, THE DISTRICT
ZSHALLREQUIRE L MATERIALS TO BE NO -LEAD BRASS PARTS.
TUBING USED FOR AIR RELEASES, BLOW/ ES SHALL BE PROVIDED WITH CATHODIC
CORDANCE WITH WC -17 OR WC -18. dr L4 ,n
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, See A, Solana .Reach, OA 92075
ph 858159.8212 1 fa 858.259.4812 1 plsaengineering.c ®m
DESCRIPTION APPROVED DATE BENCHMARK
DESCRIPTION: 2.5" BRASS DISC (PT. ID NO, 1010)
LOCATION: NORTHEAST CORNER OF VAULT IN
SOUTHWEST QUADRANT OF LONE JACK RD. AND
DOUBLE LL RANCH RD. DESIGNATION: CLSB - 012
ELEVATION: 203.16'
DATUM: NA D88
Na 80.358
Exp. 12/31/18
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 ROCKANDIOR 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 EXCAVATIONAND 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-StTE. 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) 4364151.
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
CHECKAND CLEANUP 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 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. CARDIFF SANITARY DIVISION - CSD - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT -(760 }632 -4223
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.
AS -BUILT ut:W(�NtU by: UKHVVN t Y: C HLUKLU BY
TGL OAF TGL
INT. DATE PLANS PREPARED UNDER SUPERVISION OF
TYLER G LAWSON DATE PUBLIC WORKS DATE:Y
PLANNING
CHRISTOPHER L. DATE , R.C.E. NO.: 80356
REVIEWER
MAGDOSKU INSPECTOR LER G LAWSON EXP.: 12131/18
G * 2 ,
W
/%l, '?
a_
LEGAL DESCRIPTION
PARCELS 130F PARCEL MAP N0, 16991, IN THE CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO COUNTY, NOVEMBER 10,
1992 AS FILE NO. 1992 - 0721155 OF OFFICIAL RECORDS.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: _0 SOFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SQFT
INCREASE IN IMPERVIOUS AREA: 0 SOFT
IMPERVIOUS AREA REPLACED. 0 SOFT
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H: 1 V
MAXIMUM VERTICAL HEIGHT OF FILL = 10.0'
CUT = 500 CY FILL = 500 CY
EXPORT= 0CY
ABBREVIATIONS LEGEND
BS = BOTTOM OF STAIR ELEVATION
BW = BOTTOM OF WALL ELEVATION
FS = FINISHED SURFACE
FG = FINISHED GRADE
FL = FLOW LINE
FF = FINISHED FLOOR
GF = GARAGE FACE
IE =INVERT ELEVATION
TG = TOP OF GRATE ELEVATION
TIN = TOP OF WALL ELEVATION
TSW = TOP STEM WALL
OWNER'S CERTIFICATE
OWNER
PHILLIP HODGES,-['IUS 76E
2896 LONE JACK RD.
ENCINITAS, CA 92024
SITE ADDRESS
u"6 ,2950, 2948 LONE JACK RD.
ENCINITAS ,CA 92024
APN: 264-154-26,264-154-25
VICINITY MAP
N.TS
I (WE) HEREBY CERTIFY THAT A 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 OMNEOR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR
REPRESENTATIVES Y AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY
TO THE PERMIT AD PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE.' DATE:
PHI IP W. HdDGES
FOR RAYMOND J. PERSIA TRUST 3120/78
2894 LONE JACK RD.
ENCINITAS CA, 92024
SOILS ENGINEER'S CERTIFICATE
�i�yirseri.�f 6aa /a9i� t
1, MARK BURWELL A REGISTERED N6INEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A 00-AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE
WAS MADE BY ME OR UNDER MY DIRECTION ON JANUARY 25, 2016 AND FOR AN UPDATE ON MAY 15, 2017, 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, 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE G FJ INS AND SPECIFICATIONS.
SIGNED:
C.E.G. NO.: 21094
EXP. DATE: 51S7Z24 N 4 iLD
ENGINEERING A
y
JOB A. WO. P- 671417
IN
at'P
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY
ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE
WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO
THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT
A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON.
THE ENGINEER AGREES TO INDEMNIFY AND HOLC 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:
TYLER G LAWSON
PASCO, LARET, SUITER & ASSOCIATES
535 N. HWY 101, SUITEA, BMP PROJECT STATUS
SOLANA BEACH, CA 92075
PH: (858) 259 -8212
RCEEXPIRES 12131118
SHEETINDEX
1. TITLE SHEET
2. GRADING SHEET
3. EROSION CONTROL PLAN
PLANNING DIVISION
GN DATE
ENGINEERING DIVISION APPROVALS
RECO MENDED APPROVED:
o
JESSIJOWENS CHRISTOPHER L. MAG' OSKU
- ii,/j A Qo - /y zol
DATE DATE
PARKS AND RECREATION
;►9 =tub
ENCINITAS FIRE DEPARTMENT
SIGN DATE GN DATE
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO.
eb%, Z950, 2948 LONE JACK RD 13413 - SG
APN: 264- 154 -26, 264 - 154 -25
1541 - 27
PLANNING CASE NO: SHEET 1 OF 3
PLSA 2696
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LEGEND
CHANGE NO.
PROPERTYLINE
ADJACENT PROPERTY LINE
142 PROPOSED CONTOUR LINE
4, _ EXISTING CONTOUR LINE
LIMIT OF WORK
TOPOGRAPHIC AND BOUNDARY INFORMATION
SHOWN HEREON PER TOPO DATED FEBRUARY
17, 2017 PROVIDED BYRANCHO COASTAL
ENGINEERING & SURVEYING.
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N75° 16'41 "W, 106.66'
i ( Y t '/ i ^M i I
APN: 264-151-09
S75° 16'45 "E, 239.92'
\- REMOVE DEBR(S FROM
f 60' PRIVATE STREET
DRAINAGEt,COURSE
� � EASEMENT PER
} PARCEL MAP 16991
I II
DESCRIPTION APPROVED DATE BENCHMARK
DESCRIPTION: 2.5" BRASS DISC (PT. ID NO, 1010)
LOCATION: NORTHEAST CORNER OF VAULT IN
SOUTHWEST QUADRANT OF LONE JACK RD. AND
DOUBLE LL RANCH RD. DESIGNATION: CLSB-012
ELEVATION: 203.16'
DATUM: NAVD88
AS -BUILT
INT. DATE
TYLER G LAWSON DATE PUBLIC WORKS
PLANNING
CHRISTOPHER L. DATE REVIEWER
MAGDOSKU INSPECTOR
PLANS PREPARED UNDER SUPERVISION OF
DATE: 1.7-11
R.C.E. NO.: 80356
Tyi R G LAWSON EXP.: 12/31/18
7111210follyall
nOAI- tIAI/'% Ili All
20 10 0 20 40 60
GRAPHIC SCALE IN FEET
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES 3EPARTMENT I DRAWING NO.
REC MMENDED: APPROVED: GRADING PLAN FOR:
ill I JES OWFNS CHRISTOPTHER L. MAGVbSKU
Ill // 1 // ?, 6 -/y 02oig
DATE DATE PLANNING CASE NO:
1 9 / f I /
13413 - SG
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LEGEND
PROPERTYLINE
ADJACENT PROPERTY LINE
142 PROPOSED CONTOUR LINE
442- — EXISTING CONTOUR LINE
W W LIMIT OF WORK
TOPOGRAPHIC AND BOUNDARY INFORMATION
SHOWN HEREON PER TOPO DATED FEBRUARY
17, 2017 PROVIDED BY RANCHO COASTAL
ENGINEERING & SURVEYING.
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 WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2 STAPLE WIRE FENCING TO
THE POSTS.
FIR
CHANGE
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC �j o ?/'
_- WIRE —
DETAIL A: SILT FENCE
NOT TO SCALE
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APN: 264 - 161 -09
N75° 16'45'W, 195.66' ! // 5750 16'45 "E, 239.92'
EROSION CONTROL PLAN
20 10 0 20 40 6
GRAPHIC SCALE IN FEET
DESCRIPTION
�!
APPROVED DATE BENCHMARK
DESCRIPTION: 2.5" BRASS DISC (PT. ID NO, 1010)
LOCATION: NORTHEAST CORNER OF VAULT 1N
SOUTHWEST QUADRANT OF LONE JACK RD; AND
DOUBLE LL RANCH RD. DESIGNATION: CLSB - 012
ELEVATION: 203.16'
DATUM: NAVD88
�,
DETAIL B; GRAVEL BAGS
NOT TO SCALE
TYLER G LAWSON
CHRISTOPHER L.
MAGDOSKU
AS -BUILT
DATE PUBLIC WORN
PLANNING
DATE REVIEWER
INSPECTOR
INT. DATE PLANS PREPARED UNDER SUPERVISION OF
DATE: LO -19
R.C.E. NO.: 80356
T ER G LAWSON EXP.: 12/31/18
h
No. 80358
Exp. 12/31/18
MASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solaria Beach, CA 92075
ph 858.259.8212 1 f 858.259.4812 1 plaaengineering.com
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES )EPARTMENT
REC MMENDED: APPROVED: EROSION CONTROL PLAN FOR:
_�! eAnAo
JESS OW NS CHRISTOPHtR L. MAVGDQ&U
DATE DATE PLANNING CASE NO:
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EROSION CONTROL PLAN
20 10 0 20 40 6
GRAPHIC SCALE IN FEET
DESCRIPTION
�!
APPROVED DATE BENCHMARK
DESCRIPTION: 2.5" BRASS DISC (PT. ID NO, 1010)
LOCATION: NORTHEAST CORNER OF VAULT 1N
SOUTHWEST QUADRANT OF LONE JACK RD; AND
DOUBLE LL RANCH RD. DESIGNATION: CLSB - 012
ELEVATION: 203.16'
DATUM: NAVD88
�,
DETAIL B; GRAVEL BAGS
NOT TO SCALE
TYLER G LAWSON
CHRISTOPHER L.
MAGDOSKU
AS -BUILT
DATE PUBLIC WORN
PLANNING
DATE REVIEWER
INSPECTOR
INT. DATE PLANS PREPARED UNDER SUPERVISION OF
DATE: LO -19
R.C.E. NO.: 80356
T ER G LAWSON EXP.: 12/31/18
h
No. 80358
Exp. 12/31/18
MASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solaria Beach, CA 92075
ph 858.259.8212 1 f 858.259.4812 1 plaaengineering.com
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES )EPARTMENT
REC MMENDED: APPROVED: EROSION CONTROL PLAN FOR:
_�! eAnAo
JESS OW NS CHRISTOPHtR L. MAVGDQ&U
DATE DATE PLANNING CASE NO:
•. 15 LOM 1 W m, .•
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