2016-13019 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC
RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP
WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF
THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT
PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR
A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN
APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GRADING NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER
PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION
PROPOSED SINGLE - FAMILY RESIDENCE, 1727 OXFORD AVENUE, CARDIFF,
CALIFORNIA 92007" PREPARED BY EAST COUNTY SOIL CONSULTATION
AND ENGINEERING, INC., DATED AUGUST 29, 2013, 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 OFF -SITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CON UC D BETWEEN
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND
CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT:
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE
HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY,
AN AS GRADED CERTIFICATION" SHALL BEE PROVIDED STATING: 'THE GRADING
UNDER PERMIT 13019 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
AS-GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION
AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE
ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION.
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE
REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE
FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE
WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES
OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED;. AND
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE
GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH
A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH
MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH
THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED
WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY
EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED
IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE
ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA
(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE
TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT
CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE.
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE,
IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS
THE TREE REMOVAL.
CHANGE NO.
DESCRIPTION
APPROVED 1 DATE
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ADAM CORTI AT
(619) 241 -1134, 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15).
ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
RUN -OFF PRODUCING RAINFALL.
5, THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING
OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE
OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED, GRADING
PLAN SHALL BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED
AFTER EACH RAINFALL.
I, r r I r r
• I r' " I
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL
IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS
AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET
AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER
PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD
THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER
IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE
IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA
OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT
RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP.
6, ALL STORMWATER IMP /BMP FACILITIES SHOWN .HEREON SHALL NOT BE MODIFIED OR
ALTERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS .SURFACES NOT SHOWN ON THIS PLAN
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT
BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY
WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH
ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT
ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL_ BE LOCKABLE
AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO
HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW
OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE
CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT.
THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED
THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC
SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A
SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING
TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS
COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE
LIMITS OF THIS PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER
MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO
GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES,
ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
MEET CUFRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT
STANDARDS AT THE OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER
SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS
AND SAN DIEGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS
BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE
JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE
PROVIDED WITH CATHODIC
IC PROTECTION IN ACCORDANCE WITH WC -17 OR WC 18.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3,700 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 5,522 SQFT
INCREASE IN IMPERVIOUS AREA: 1,822 SQFT
IMPERVIOUS AREA REPLACED: 2,718 SQFT
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 VILLEGAL 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
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 I 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 A TEMPORARY SEDIMENT
BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING:
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT:
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL
WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR
WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE
NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR
LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES.. DUMPSTERS
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS,
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED
VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO
AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS. WASTE. FOR
INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS
AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
FREQUENTLY FOR LEAKS, CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY: FROM STORMDRAIN
INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND sCLEAN UP
MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES
AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY
OF ENCINITAS AT (760) 633 -2770.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED 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. B. GAS E &SELECTRIC -( SDGE 633-277 -438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600
D' TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS - (760) -806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE:' (760) -633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
WILL BE SUBJECT TO REJECTION AND REMOVAL.
r 1
0 WNER/PERMITTEE
ADAM CORTI
1727 OXFORD AVENUE
CARDIFF BY THE SEA, CA 92007
LEGAL DESCRIPTION
SITE ADDRESS
1727 OXFORD AVENUE
CARDIFF BY THE SEA, CA 92007
APN: 260 - 303 -22
LOT 14 AND THE SOUTHERLY HALF OF LOT 13 IN BLOCK 101 OF MAP OF
CARDIFF VISTA, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO OFFICIAL MAP THEREOF NO. 1547, FILED
IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON MARCH 18,
1913.
HEREINABOVE MENTIONED LOT 14 AND THE SOUTHERLY HALF OF LOT 13
WERE CONSOLIDAT7D INTO ONE PARCEL PER CERTIFICATE OF COMPLIANCE
RECORDED JANUARY 21, 2014 AS FILE NO. 2014-0026658 O.R.
0 WNERS CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
I (WE) HEREBY A REE 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 EASEMEN TS.
//II A e
SIGNATURE: - - -- __ _-- __ -_ -- DATE:_ h /2rj�2.eIt - - - --
AM CORII
SOILS ENGINEER'S CERTIFICATE
I, MAMADOU S. DIALLO, A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF
APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY
OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME
OR UNDER MY
DIRECTION ON AUGUST 21, 2013. ONE COMPLETE COPY OF
THE SOILS REPORT
COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED
TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE
GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS
INCLUDED IN THE
SOILS RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
THIS PROJECT
HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
P
SIGNED:
_ /Z• •1-6
RCE NO.:
DATE
DATE
EXP. DATE: _ 12-31-17
z -al
-----------------
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
"I"
;
10925 HARTLEY ROAD, SUITE
SANTEE, CA 92071
` .I
PH. (619) 258 -7!'01
--
STATEMENT 0 ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK OF
BY THE ENGINEER
SHALL COMPLY WITH THE G NERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THF. CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW PERFOMED 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 TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WORK PERFORMED BY THE ENGINEER.
BY: / /-Z3 -16
§T-EVEN R. JONES DATE
RCE 65124
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2H : 1V
MAXIMUM VERTICAL DEPTH OF CUT = 4'
MAXIMUM VERTICAL DEPTH OF FILL = 2.5'
CUT = 350 C.Y. FILL = 160 C.Y.
EXPORT = 190 C.Y.
REMEDIAL = 800 C.Y.
2' REMOVAL AND RECOMPACTION UNDER AND 5' OUTSIDE OF BUILDING AREAS)
1' REMOVAL AND RECOMPACTION UNDER NON- STRUCTURAL AREAS SUCH AS
RI VEWAYS)
SHEET INDEX
SHEET NO. 1 TITLE SHEET
SHEET NO. 2 GRADING AND DRAINAGE PLAN
SHEET NO. 3 EROSION CONTROL PLAN
Y 1M11 1 MA
NOT TO SCALE
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY BOUNDARY
EXISTING EASEMENT --- - - - - --
PROPOSED CONTOURS 255
EXISTING CONTOURS ----- 255 - - ---
EXISTING EDGE OF PAVEMENT
CENTERLINE -
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING SEWER LATERAL
EXISTING WATER SERVICE _
EXISTING FENCE
EXISTING RETAINING WALL
CMU RETAINING WALL, SDRSD AS NOTED
PROPOSED HIGHLAND STONE ..
RETAINING WALL OR EQUIVALENT
LIMITS OF GRADING
BUILDING FOOTPRINT
DRAINAGE DIRECTION
FLOWLINE SWALE
PROPOSED CONCRETE HARDSCAPE
PROPOSED 6" THICK PCC DRIVEWAY
WITH THICK BROOM FINISH
PROPOSED PERVIOUS PAVERS
S S- -----
X X
2" GRIND AND OVERLAY
6" PVC PIPE AND 12" AREA DRAIN
6" PVC PIPE AND 18" AREA DRAIN
(BID RETENTION BASIN)
HATCHED AREA REPRESENTS LANDSCAPED
TREATEMENT AREA FOR BEST MANAGEMENT + + + + ++
PRACTICE TO BE CONSTRUCTED TO + + +
SPECIFICATIONS OF BIORETENTION DETAIL ON
PAGE 7, APPENDIX C -3 OF THE ENCINITAS
STORMWATER MANUAL. PROPOSED AREA
IS GREATER THAN OR EQUAL TO 4% OF PROP.
IMPERVIOUS SURFACE AREA. AREA NOT TO BE
MODIFIED WITHOUT PERMIT FROM THE CITY.
TOPOGRAPHY: TOPOGRAPHY IS DRAWN FROM TOPOGRAPHIC
FIELD DATA DATED 12/12/12 BY COASTAL LAND
SOLUTIONS, INC.
COASTAL LAND SOLUTIONS INC. L "' No. 65124 m
tlS 577 SECOND STREET Exp. 09/30/17 BMP PROJECT STATUS
ENCINITAS, CA 92024 3'T CIVl\_
PH (760) 230 -6025 9 OF CA`1FOQ STANDARD
FAX (760) 230 -6026
FIELD OPERATIONS PLANNING AND BUILDING
DATE SIGN ° DATE
rN
{J. 14f -/
CALIFORNIA DEPARTMENT OF TRANSPORTATION DISC
STAMPED "STA. 11 -DC. 1993" LOCATED ON THE
SOUTHEAST SIDE OF MACKINNON AVENUE BRIDGE
OVER INTERSTATE 5 AS DEPICTED
ON CITY OF ENCINITAS SURVEY CONTROL RECORD
OF SURVEY NO. 18416.
ELEVATON = 231.691'
DATUM = NAVD88
,�
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 10' STEVEN R. JO S DATE
u
REVIEWER I INSPE T R I SENIOR ENGINEER
b-
7
APPROVED
GRADING PLAN FOR: 1727
OXFORD AVENUE
a
g a i
ADAM
CORTI
MASIH MAHER
ARD W. D NE II
APN.'
260- 303 -22
12�4i1�
2" GRIND AND OVERLAY
6" PVC PIPE AND 12" AREA DRAIN
6" PVC PIPE AND 18" AREA DRAIN
(BID RETENTION BASIN)
HATCHED AREA REPRESENTS LANDSCAPED
TREATEMENT AREA FOR BEST MANAGEMENT + + + + ++
PRACTICE TO BE CONSTRUCTED TO + + +
SPECIFICATIONS OF BIORETENTION DETAIL ON
PAGE 7, APPENDIX C -3 OF THE ENCINITAS
STORMWATER MANUAL. PROPOSED AREA
IS GREATER THAN OR EQUAL TO 4% OF PROP.
IMPERVIOUS SURFACE AREA. AREA NOT TO BE
MODIFIED WITHOUT PERMIT FROM THE CITY.
TOPOGRAPHY: TOPOGRAPHY IS DRAWN FROM TOPOGRAPHIC
FIELD DATA DATED 12/12/12 BY COASTAL LAND
SOLUTIONS, INC.
COASTAL LAND SOLUTIONS INC. L "' No. 65124 m
tlS 577 SECOND STREET Exp. 09/30/17 BMP PROJECT STATUS
ENCINITAS, CA 92024 3'T CIVl\_
PH (760) 230 -6025 9 OF CA`1FOQ STANDARD
FAX (760) 230 -6026
FIELD OPERATIONS PLANNING AND BUILDING
DATE SIGN ° DATE
rN
{J. 14f -/
CALIFORNIA DEPARTMENT OF TRANSPORTATION DISC
STAMPED "STA. 11 -DC. 1993" LOCATED ON THE
SOUTHEAST SIDE OF MACKINNON AVENUE BRIDGE
OVER INTERSTATE 5 AS DEPICTED
ON CITY OF ENCINITAS SURVEY CONTROL RECORD
OF SURVEY NO. 18416.
ELEVATON = 231.691'
DATUM = NAVD88
,�
HORIZONTAL: 1" = 10'
VERTICAL: 1" = 10' STEVEN R. JO S DATE
u
REVIEWER I INSPE T R I SENIOR ENGINEER
PLANS PREPARED UNDER THE SUPERVISION OF
DATE:
SE0 tt4Mroacadovs = R.C.E. NO; 65124
STEVEN R. JONES
EXP. 9_30 -17
RECOMMEND D Sall
APPROVED
GRADING PLAN FOR: 1727
OXFORD AVENUE
ADAM
CORTI
MASIH MAHER
ARD W. D NE II
APN.'
PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT 6 ENCINITAS FIRE
r ;
1 r5 _4�ze �
SIGN ' �- ATE SIGN DATE A
SIGNATURE EXPIRES 2 YEARS AFTER DATE
ENGINEERING
DEPARTMENT APPROVALS
CITY OF ENCINITAS
- ENGINEERING SERVICES
DEPARTMENT
RECOMMEND D Sall
APPROVED
GRADING PLAN FOR: 1727
OXFORD AVENUE
ADAM
CORTI
MASIH MAHER
ARD W. D NE II
APN.'
260- 303 -22
12�4i1�
_ /Z• •1-6
DATE
DATE
PLANNING CASE NO. 16 -071 CDP
\ \Clsserver \c \CLS SHARED FILES \CLS Jab Files \CLS1368 Corti (Oxford) \CLS1368 CORTI (OXFC
DRAWING NO.
13019 -G
c
J
SHEET 1 OF 3
)) GP 11 -15 -16 v1P
4
w
C4
0
0
C4
O
U
pro
GRADING AND DRAINAGE PLAN
I �
l EXISTING 3/4" IRON PIPE i
9� SURVEY MONUMENT I
PROTECT IN P F / A / EXISTING 3/4- IRON PIPE
° 1 a /�� SURVEY MONUMENT p�p„aTSacJ G'��411dA
°
TWOFS= 188.00 PROTECT IN PLACE
BW0FS =186.tt 4�, 4�� ea ®Ra►�wiw0% Armen'°►
m .. -.,1i I INr s.sw�t-
Rq N89 "11'5 "E 140.82' ` -135 x C -
* -
2" GRIND AND r t '^
OVERLAY _. � rL =1 gttl EXISTING 3/4" IRON PIPE
SURVEY MONUMENT
Nm P i �'. _ _ _. - - -.�L= 4 _ 1 � P R CT IN PLACE
7 H m l - -- - - - -- = -- - - -- -- / 1 �' FL =186.4
GRIND LIMIT - s�a! o 19 -- +
A u o WALL\NTHI FLC 0.y$ I 3 I.
CROWN 1 AwU7- �� vN SUBJ. PARCEL - 1 0
I 1 ;I ��� TO BE REMOVED
HIGHLAND STONE 2% �� GRAPHIC SCALE 1 " =10'
r s� ri ? FS= 188.90 8'`+ O1
OR KEYSTONE XxU 190 s 7a
WALL OR EQUAL '
SAWCUT r 1 ac°¢>� a EX. 3/4" IRON PIPE I ' j I I A ll f/ '
SURVEY MONUMENT I AREA D AI ;` RECORDED JULY SEWER O 1O 20 3O
HATCHED BUILDING WALL *IIi•I
l 199 PROTECT IN PLACE I BROOKS' REPRESENTS DEEPENED f f P
( / BOOK 6683, PAGE 198 OF
a '� 4�'�i %li "�L IE $ }, ;�• if
RETAIN NG WALL
I (TYPICAL) f // 3 O OFFICIAL RECORDS.
vt v 4" P I§=29q L =32' P m
TW®FS= 187 =37 I l ✓ a
TW0FS= I86.3� (sl. ;., ` • et .s1 BWOFS =184.3
I BWOFS= 184.67 7
yes •; s 1 '\ 3 MAX. CUT __ .° ., ,_.. 2 }I
::` •.4� - 1 _\ �-
N" Z7. ... IRS, 88 0` . \a }t .. rn`.:-°.. 1_.,_v ............._..«,. °,°_.._.»- _®...,...,»�.,°°.... /' /.. - -- p I�TIAII� hX1ST /A/�l r L /ad
6' WIDE PERVIOU \ + T�j i - - -- - - - -- -I`- - -- - -� Z ��! Pgler� dd ®11• TO
PAVER PARKING
ICT TO UPGRADE
AREA - i \ .. S 1 °88 94 ryl 2% -r S® fM
DISTR vv ? ti E -
r
TO 1" �
LATERAL AND DUAL \ f
METER PER WAS S% `� `� I �, f 1
�v� <- J By e� I CONCRETE"
WS -09, WC -17 AT , T ��y $ FS= 188:$0 3 PROPOSED RESIDENCE
OWNERS EXPENSE I FU ! + PAD 18 .0 0
5'
E RE �k
ROW 40: RDW + + ;� �, BW Y(i8 tid r� / s� d / F 89K '
BROOKS 12x12 - Raw. °
- - T6= J84.np ev ,v �� ROCK 61SSiPATOR T
IE= 183.4 0 + SEE- SECTION- 0
v�� 5' JE ""'=184- 0 2 %`
TW®FS =tt .S + TWQFS 188'80 ? 2%
BWOFS =18307 # �° + + \ + ++
X. 3/4" IRON �_.___
SURV�Y MONUMENT H 'H LONG 6' WIDE
PROTECT 1N PLACE �`� i , x LONG x 4" DEEP (60 SF) _
81 ETENiION AREA. SE DETAIL k
T�rSHEET.
Qf ,
f EXISTING FENCE
TO REMAIN
APPIL ®X
I ¢-wooD %OIL 414" N�6
.
�\ * GARAGE I o €s1
i A FF= 186.00 m d f
>C PAD =185.50
APPROXIMATE LOCATION
8..
I �"' °°,-- ._° -.,�,_ _ •7'�_.. "�+� ❑QC�LJLIQ❑ �,, •°' OF EX. SEWER. ACTUAL
i FS. 1
a-
.�. I LOCATION TO BE OBTAINED ,
F I BY CONTRACTOR DURING
EASEMENT NOTE:
THE EASEMENT DEPICTED ON THIS PLAN IS
PER A PRELIMINARY TITLE REPORT PREPARED
BY CHICAGO TITLE COMPANY DATED 12 -20 -12
AS ORDER NO. 00134186 - 995 -CC1.
FIRE NOTES.
1. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED
AND MAINTAINED TO SUPPORT IMPOSED LOADS OF NOT
LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED
WITH AN APPROVED P /.VED SURFACE TO PROVIDE
ALL - WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3
2. THE GRADIENT OF A FIRE ACCESS ROADWAY SHALL
NOT EXCEED 20%. GRADES EXCEEDING 15% (INCLINE OR
DECLINE) ON FIRE APPARATUS ACCESS ROADS SHALL NOT
BE PERMITTED WITHOUT MITIGATION. MINIMAL MITIGATION
SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE
(PCCWITH A DEEP BROOM FINISH PERPENDICULAR TO
THE ENTIRE DIRECTION OF TRAVEL, OR EQUIVALENT, TO
ENHANCE TRACTION THE ENTIRE LENGTH OF THE GRADE.
ANGLE OF DEPARTURE SHALL NOT EXCEED 12 %.
3. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN
UNOBSTRUCTED VERTICAL CLEARANCE OF NO LESS THAN
13 FEET 6 INCHES.
4. A MINIMUM 1 INCH DEDICATED WATER METER IS REQUIRED
FOR THE FIRE SPINKLER SYSTEM
5. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION
MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING
CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF 7HE
FIRE DEPARTMENT
1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND
APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR
AGENCY;
2. AS A MINIMUM THE FIRST LIFT OF-ASPHALT PAVING SHALL BE
IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR
EMERGENCY VEHICLES
6. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING
CONSTRUCTION AND MANITAINED FREE AND CLEAR, INCLUDING THE
PARKING OF VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA FIRE
AND THE ENCINITAS FIRE DEPARTMENT.
NOTES.
1.
2. DO NOT CONNEC T 4 ° PVC AREA DRAINS OR ROOF DRAINS TO
6" PVC OVERFLOW OUTLET.
3. ALL COMBINED RETAINING WALLS AND FENCES SHALL NOT
EXCEED FENCE /WALL HEIGHT LIMITATIONS.
CONSTRUCTION. P/L
v `± 6" WIDE TRAFFIC RATED v�A> b ( TRENCH DRAIN OR EQUAL % DG 00 OUSE ' �� �•1�
/ BW®F4% 3. 1i \t v y I r TG= 184.00 / �� ✓ PAD 187.0J025'
\ ev � h 7 �6% . 2% F = 188.50 2F%
TW= 183.50 v t \ ; 2 ��d l
¢; . ( 3 FS= 185.90 VERFLOW DRAIN
f BW®F4 =195.1 PVC i / 88.95 �/ BROOKS ct*1i
vv FS= 186.J1
LAN ++ + ++±� ++ TG =�� 18 x18" BROOKS 10' x 10' (100 SF REAR YARD)
i CMU RETAINING \ 11 _ _� _ + ✓+ + + IE l OVER LOW 1NLET
/ �` t + `+ SEE S CTON r- - - " + + TG ='186.3 DEEP ROOTED DENSE, DROUGHT
WALL PER SDRS \ \\ ROCM.DISSIPA OR +
I C -1 OR EQUAL �, . a + +, ---- - - - - -- �`-- + + + + + + ++ .93 BLE
+ c$ IE 4 "= 83.00 19'x6.5' of ,,, /// IE =.
\ 7 i +' PAVER PARKING FS- 16.00 YO f FS= 188.9. 6 o m + + + + FOR WELL DRAINED SOILITA
-- + + NG - ->F 4 M70E x ' 'DtA
HATCH REPRESENTS 10' WIDE -° -° - -- -- -- - - -•-- - -- --- -« - --
APPROXIMATE LOCAj7pN ' , \ r` \ _ a 6" PVC, S =1 2 L =132 + + + x 10' LONG x 4" DEEP (100 SF) 6" PVC, 5 =1.2% FS- G.93 - L N -- s V `- - - - -
OF EXISTING 6" ACP \FS _80lbj f k BIORETENTION AREA. SEE DETAIL
3" HARDWOOD MULCH
WATER MAIN
\ -24" MIN. ENGINEERED SOIL
- NQ9'13 5 "E 15 . 17' �FS°188.9i *SEE NOTE BELOW
viv _ „ t Q�FFS= ts6.g1 Jp��� EXISTING 3/4" IRON PIPE
TW®EX= 180.20 r' BW llf,03 6
.11 9 @W®FS =186.1 [ FEr+c� Jh SURVEY MONUMENT OF 3/8" GRAVEL
? PROTECT IN PLACE o, ,
BWOFL= 181.20 5r _ :.
_ - -°- - TW®FS -188. iW®FS- 188.50 a
iw Y W _ �...w B _ °___° _ a - - TW�FS= 191A�f 38" OF 3 4" CRUSHED ROCK
HIGHL ND STONE E3 KEYSTONE / TW®EX= 184.00 TW®FS =I •[A TWdufX= 187.00 TW®FS= 19�..ot �- B I W®FS= 185.40 BW®FS =141: ApP11ex. 1i %11 - I E - ** /
RETAINING WALL OR EQUAL BW®EX= 187.00 BW�EX6 1i' cuTTNRav N. - °__.__ ; _ __. SEE NOTE BELOW
( BWOEX= 183.50 BWOF(a= 183.47
6" PVC OUT ONTO J * BIORETENTION ENGINEERED SOIL LAYER SHALL BEMINIMUM 24" DEEP "SANDY LOAM" SOIL
j CONCRETE PAD., " HATCH REPRESENTS 5' WIDE RETAINING WALL PER MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAN, 20 -307
IE= 180.80a ( x 12' LONG x 4" DEEP (60 SF) SDRSD C -2 OR EQUAL COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL.
BIORETEN110N AREA. SEE DETAIL
EXISTING 3/4" IRON PIPE J THIS SHEET. ** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 18" DEEP.
SURVEY MONUMENT ) 77 _
_ PROTECT IN PLACE OVERFLOW DRAIN REQUIRED BIORETENTION AREA = 47 x IMPERVIOUS AREA = 4% x 5522 = 220 SF
BROOKS 2x12 ✓ _ YARD v 7W- 183.H® EG -182 ' AND PONEDREAR YARD FRONT B ORETENTION AREA AROOSSF 60 SF x 2 = 120 SF
TW= Ion .50
BWOFL®F'L= 181,.50
P/L YL
DESCRIPTION
P
DATE
BENCHMARK
DATE: _f °�'/6.
- - - - -- R.C.E. NO. _65124
STEVEN R. ES
EXP. 9 -30 -17
SCALE
SPECIAL DISTRICT APPROVAL
45' FUTURE R -O -W
UHAWN tlY: 4titLKtU tlT:
ENGINEERING
DEPARTMENT APPROV
sni
SFIJ
pQp L
40' EXISTING R -O -W
CALIFORNIA DEPARTMENT OF TRANSPORTATION DISC
STAMPED "STA. 11 -DC, 1993" LOCATED ON THE
PLANS PR
ED NDER THE SUPERVISION OF
RECOMME�
APPROVED
FUTURE + / -26'
AL. %OtLTS
--
t
i�'S'� \
j
I!
EP C/L i EP 7'
I
GARAGE LIP
I SEX
OXFOR[S AVENUE :w
PAVED ROADWAY ax
PAIR
10 V.C.
5' I
NI
FS= 186.00
IEP
24' MIN. cnw
2' 5'
_
F
_. GARAGE FF =186
VARIES
I IVARIES
W
_
° 1�
--------- - - - - - --
I_
7%
I
-
2%
%
5% w
0%
`-
PROPOSED
u�
6" THICK
PCC DRIVEWAY
, ^-
6" WIDE TRAFFIC RATED TRENCH DRAIN OR EQUAL
2" GRIND
AND OVERLAY
BELGARD PERMEABLE PAVING STONE
4" HMA OVER 6"
CLASS II BASE 6 "x16" PCC
OVER
2" THICK
NO.8 AGGREGATE
,
FLUSH CURB
OVER
4" THICK
NO.57 AGGREGATE
-- /
OVER
6" THICK
3/4" CRUSHED ROCK
/
i \I,
GRIND _l o m" I SAWCUT
OLD AC \ -' i NEW HMA
1.5" THICK GRIND
SECTION A - DRIVEWAY PROFILE
SCALE: 1"=10'
COASTAL LAND SOLUTIONS, INC.
t\ 577 SECOND STREET
ENCINITAS, CA 92024
i.� PH (760) 230 -6025
1 _ s FAX (760) 230 -6026
PA
f 5,
SETBACK BUILDING RETAINING WALL
EXISTING GRADE
FF= 18
8" MIN. - - - --
SECTION B
SCALE: 1"=10'
3'
SE
- - - GARAGE FF= 186.00 - -
8" MIN.
T
SECTION C
NOT TO SCALE
CHANGE N0.
DESCRIPTION
APPROVED
DATE
BENCHMARK
DATE: _f °�'/6.
- - - - -- R.C.E. NO. _65124
STEVEN R. ES
EXP. 9 -30 -17
SCALE
SPECIAL DISTRICT APPROVAL
utaisrvtlu tlT:
UHAWN tlY: 4titLKtU tlT:
ENGINEERING
DEPARTMENT APPROV
sni
SFIJ
pQp L
CALIFORNIA DEPARTMENT OF TRANSPORTATION DISC
STAMPED "STA. 11 -DC, 1993" LOCATED ON THE
PLANS PR
ED NDER THE SUPERVISION OF
RECOMME�
APPROVED
AL. %OtLTS
--
t
i�'S'� \
DETAIL SHOWS REAR YARD BIORETENTION AREA.
NOTE: NO LINER PERMITTED
BIORETENTION BASIN
WIDE x 2' HIGH
NOT TO SCALE
P/L
FLOWUNE U
2% 8% !�
r M�1
1•, _tip , i; ti
O
SECTION D
NOT TO SCALE QPOFESS_lr
`vQcvO ��
R.
/) �N z O
w 'o No. 65124 m
Exp. 09/30/17 a
STq CIVICP
OF CA�IF�
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
JRADING PLAN FOR:
1727 010''ORD AVENUE
ADAM CORTI 13019 - G
APN: 260- 303 -22 O
PLANNING CASE NO. 16 -071 CDP SHEET 2 OF 3 (,
f
SOUTHEAST SIDE OF MACKINNON AVENUE BRIDGE
OVER INTERSTATE 5 AS DEPICTED:
ON CITY OF ENCINITAS SURVEY CONTROL RECORD
OF SURVEY No. 18416.
ELEVATION = 231.691'
DATUM = NAVD88
HORIZONTAL: 1 = 10
VERTICAL: 1" _ 10'
DATE: _f °�'/6.
- - - - -- R.C.E. NO. _65124
STEVEN R. ES
EXP. 9 -30 -17
��'?�f - C oft"
MASIH MAHER EDWARD W. DEANE II
' /Z. E ./(p DATE
DATE DATE
_
_
DETAIL SHOWS REAR YARD BIORETENTION AREA.
NOTE: NO LINER PERMITTED
BIORETENTION BASIN
WIDE x 2' HIGH
NOT TO SCALE
P/L
FLOWUNE U
2% 8% !�
r M�1
1•, _tip , i; ti
O
SECTION D
NOT TO SCALE QPOFESS_lr
`vQcvO ��
R.
/) �N z O
w 'o No. 65124 m
Exp. 09/30/17 a
STq CIVICP
OF CA�IF�
CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
JRADING PLAN FOR:
1727 010''ORD AVENUE
ADAM CORTI 13019 - G
APN: 260- 303 -22 O
PLANNING CASE NO. 16 -071 CDP SHEET 2 OF 3 (,
EROSION CONTROL .PLAN
i
GRAPHIC SCALE 1 " =10'
0 10 20 30
COASTAL LAND SOLUTIONS, INC.
577 SECOND STREET
DOTTED HATCH REPRESENTS
HYDROSEED SLOPE
PROTECTION (TYPICAL)
zzz
1. 3 jfaO x x
x
1
f -_
a };
tJ> -`
' .kfrt 254 °3 r�
t
} ::::::•:'•
.
co
wl
0 'x ` - - - - - -- - - - -- j�-- - - - - -- -
SILT FENCE PERIMETER
.:::? h 2 f f EROSION CONTROL
0t �u SEE DETAIL THIS SHEET
,+ +
,,,+ + 1( • �{ 5
l
I
L L[ LULL ¢
LLB LL LIB ` LOLL '
Zz
L Ile
� f
/7
LL
LL (® 1 d
�L ! `L;I_ LLL L._LL
L L L 'LLL ki =LLLsL /` ' 164
1 +
+
+ l �• + + +
1 y +
+ ++ 7 r" + + + + + + ++ GRAVEL BAG
+ + + +_ _� _ _ _ -- + + INLET PROTECTION
Jlp b,
r
f DES'ILTING BASIN 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.
HYDROSEED NOTES
1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT
ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER
WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET 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
2.20E
BS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CAL.IFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 1/2 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, D,E AND F OF THIS SUBSECTION 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 FIXING BACTERIA AND APPLIED
DRY EITHER BY DRILLING OR BROADCASTING
BEFORE DYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO
THE JOBSITE IN UNOPENED CONTAINERS WITH THE
CALIFORNIA DEPARTMENT OF FOOD AND
AGRICULTURE CERTIFICATION 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 CONSISTING OF AMMONIUM
PHOSPHATE SULFATE, 16 -20 -0, WHDTH 15% SULFUR
APPLIED AT THE RATE OF 500 LBS 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. ADJUSTING 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 CONDITIONS FOR GROWTH.
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.
LEGEND
CONSTRUCTION ENTRANCE
SAND /GRAVEL BAGS (2 HIGH)
SILT FENCE (IF NECESSARY)
HYDROSEED SLOPE PROTECTION
•RMIR u
■
ter:
NOTE. EROSION CONTROL
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
TRAPPING DEVICE ADAM CORTI (619) 241 -1134.
A 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
°° A ° NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO w ° TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
4 BY 4 IN (10 BY 10 CM) THE POSTS. Q °A 4 ° WIDTH AS REQUIRED
TRENCH UPSLOPE FROM AND ° 4 4 TO ACCOMODATE 3. DEVICES SHOWN ON PLANS c;iALL NOT BE MOVED OR MODIFIED
ALONG THE LINE OF POSTS. o ° ° ANTICIPATED TRAFFIC WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
LL ° 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
° °d ° ° TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
° ° � AFTER EACH RUN OFF PRODUCING RAINFALL.
�.•- " " ° -- �'- `�/ 19' RADIUS A 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MIN. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
�� - -- UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
50' MINIMUM WHICH MAY ARISE. U
4 IN (10 CM)' 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
COARSE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
AGGREGATE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE CO
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. FILTER 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
INTO THE TRENCH. FABRIC ORIGINAL GRADING PLAN SHALL BE INCORPORATED HEREON.
0
° GRADE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
II ° A 44 FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
II i I�I FILTER FABRIC p( RUNOFF TWO LAYERS OF GRAVEL BAGS ° - DAY.
II WITH ENDS OVERLAPPED QPOFESSjpN 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
=WIRE 1.1' MIN., UNLESS OTHERWISE �Q�O�N R• v0� t<y PROBABILITY FORECAST WEXCEEDS DFORTY PERCENT I (( (40 %).' DAY
SILTRAIN O
GAP BETWEEN BAGS SPECIFIED BY CITY ENGINEER (v AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
ACTS AS SPILLWAY SECTION A -A ' q N z
C.' No 65124 r" 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
Exp. 09/30/17 EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
DETAIL SILT .FENCE DETAIL GRAVEL BAGS CONSTRUCTION ENTRANCE TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
%� � PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
ENCINITAS, CA 92024 ST CI1/I� Q OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
PH (76I 230 -6025 NITS NTS NITS 9 �Q OF CALIFORNIA DEPARTMENT OF CONSERVATION
FAX (760) 230 -6026
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE
0 ' -[ CALIFORNIA DEPARTMENT OF TRANSPORTATION DISC
- STAMPED "STA. 11 -DC, 1993" LOCATED ON THE
u� _ __- !� _ �C _ SOUTHEAST SIDE OF MACKINNON AVENUE BRIDGE HORIZONTAL: 1" = 10'
OVER INTERSTATE 5 AS DEPICTED
- ON CITY OF ENCINITAS SURVEY CONTROL RECORD
OF SURVEY NO. 18416. VERTICAL: 1" = 10'
ELEVATION = 231.691'
DATUM = NAVD88
OF CALIF F�
ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.
PLANS P RED UNDER THE SUPERVISION OF RECOMMENDED APPRO ED EROSION CONTROL PLAN FOR: F
1727 OXFORD AVENUE V1
DATE: P-23 -�6 13019- G
_ ___ _ / ` • MA� HER DWARD DEANF 11 �� CORTI Q�
R.C.E. NO. 65124 - APN. 260 - 303 -22 Q
STEVEN R. J NES - 12 /Q /_L_(,_ !L• 9.4
EXP. _9 -30 -17 DATE.. 'DATE PLANNING CASE NO. 16 -071 CDP SHEET 3 OF 3 V