2012-11366 G (Plans)RIGHT OF WAY NOTE
OWNER 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 AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE
RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR
TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED 'PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED
SINGLE FAMILY RESIDENCE, 1794 CREST DRIVE, ENCINITAS CALIFORNIA" PREPARED BY
COAST GEOTECHNICAL, DATED JUNE 7, 2012. 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.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND
7.30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT' CITY INSPECTOR, CIVIL
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY
CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE
APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE
WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11366 -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 CONTRACTORS 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 NET 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.
NOTIFICATIONS
I. 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. SEWERS - CSD - (760 )-633 -2770
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600
D. TELEPHONE - SBC BELL - (760) - 489 -3411
E. CABLE TV - COX COMMUNICATIONS -(760) -806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS 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.
REVISIONS I APPROVED I DATE REFERENCES
T I I F • -I.
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE WEBER AT (760) 994 -5757,
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.
B. 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.
STOR WATER POLLUTION CONTROL POST CONSTRUCTION BMP /IW NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BAP 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.
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.
EARTHWORK DATA:
0 CUBIC YARNS REMmIAL
150 CUBIC YARDS EXCAVATION (Cllr)
350 CUBIC YARDS EMBANOENT (FILL)
200 CUBIC YARDS R401RT
* ESTIMATE DOES NOT INCLUDE STRIPPINGS UTILITY TRENCH VOLUMES OR ANY
OVEREXCAVATION IF REQUIRED BY SITE CONDITIONS
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO
COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
SHRINKAGE OR SWELL FACTORS).
DEPTH & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION
BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION 1
THE STRUCTURE IS
PROPOSED WITH A RAISED FLOOR ON STEM WALLS.
D
ACTIVITY TO OCCUR MAINLY TO THE EAST OF RESIDENCE DISTURBEN lOAAB•SFt.
SAN DIEGUITO WATER DISTRICT NOTES
1. 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.
2. 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.
3. 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 COMMITTE (WASC) STANDARDS. IF FACILITIES DO NOT MEET
STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S
EXPENSE.
4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER
SERVICES.
5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND
SAN DIEGO GAS AND ELECTRIC VAULTS.
6. 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.
7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS
BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE
JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
MATERIALS TO BE NO -LEAD BRASS PARTS.
B. 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.
CONCRETE WASHOUT
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.
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL
SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AY FROM GUTTERS AND STORMORAIN 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 UST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS
SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL
GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE
EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE
SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
2EUTE 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 FLOWS AND
STORMORAIN 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 FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
THE PROPERTY OWNERS) 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 DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES
SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF.
DUMPSTERS 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) 7114 -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 STORMORAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND
REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT
(760) 633 -2770.
WTI
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 12%
(EXCLUDING ANY EXISTING MAN MADE SLOPES).
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 1 FT AND THE MAXIMUM
VERTICAL HEIGHT OF FILL IS 5 FT
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 0.5'
OF CUT AREA OF CUT (S.FJ
B.) AVERAGE DEPTH = VOLUME OF FILL (C.F) = 0.5'
OF FILL AREA OF FILL (S.F.)
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED
BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING
ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO
OCTOBER i OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER
1 AND APRIL 15.
PASC0 LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 N Coast Highway 101 Ste A Solana Beach. CA 92075
ph 858.259.8212 I ffz 858.259.4812 1 plaaengineering.com
I' 1 :• 1 � 1
B
CITY OF ENCINITAS BENCHMARK 1048 IHORIZONAL N/A REVIEWED
SANTA FE DRIVE AND I -5 �•-
ELEV: 173.38 DATUM: NAVD 88 VERTICAL N/A 2
DATE:
BRIAN ARDOLINO DATE
R. C. E. NO. 71651
EXP. 12 -31 -1,11'5
ve
VICINITY MAP #1167 -F2 & F3
NOT TO SCALE
Hi7 '
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY 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 THE 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 RESPONSIBLLITY 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 W PERFORNgQ BY THE ENGINEER.
BY.'
BRlXN ARDOLINr DATE
RCE No. 71651 O T "AEU
�Z 49
PASCO LARET SUITER 6 ASSOCIATES
535 N. HIGHWAY 101, SUITE A ' e
SOLANA BEACH CA, 92075 6 m No. 71651
Exp. 12/31/13
PLSA 1946c
I1 7T iN7; E7 1 A
.A9AtA- 84 rwe 4.1-
I, s.-S'S q�� F A REGISTERED CIVIL ENGINEER IN THE STATE OF
CAL IA 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 BETWEEN
THE DATES AND �r_L1 ONE COMPLETE COPY OF THE SOILS
REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS HAS BEEN
SUBMITTED TO THE OFFICE OF THE CITY ENGINEER! FURTHERMORE I HAVE REVIEWED
THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS
AND SPECIFICATIONS.
SIGNED: 114Ame GE 78Z. Ala i&o arCtG 2769
RCE NO.: E E 3$ZtClS - - - -- SII
EXP. DATE: -L2 3_ze!! l____siL3/f1�_
2100
COAST GEOTECHNICAL >`
779 ACADEMY DRIVE
SOLANA BEACH/ CA 92075
PROJECT NO. P- 597512 \. GEOLOGIST
PHONE' (85B) 755 -9126
FIRE NOTES: 16 �QFCRN.
ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION
AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES IN
ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT.
ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED
LOADS OF NOT LESS THAN 75,000 POUNDS
EXISTING TREES SURROUNDING THE DRIVEWAY SHALL BE TRIMMED AND MAINTAINED
FOR A UNOBSTRUCTED VERTICAL CLEARANCE OF 13 FEET 6 INCHES.
PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE
PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE
SATISFACTION OF THE 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: AND
3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE
FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT.
r
I:
UCOLDIICU DT UTIMOIY OT I.nmumCU OT A
TRG TRG BMA AMR • ®cT
PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED
DATE: 4,1 YZ BY: MA 'IH MAH /
R.C.E. NO. 71651 GR G S LDS
C42519
DEPUTY CITY ENGINEER
BRIAN ARDOLINO EXP. 12 -31 -13
DATE. I D L ti DATE: /o.!Z • /Z
LEGAL DESCRIPTION
A PORTION OF LOT 8, BLOCK C, MAP 2114 AS DESCRIBED
IN DOCUMENT 1997- 042030Q RECORDED 8129197.
A.P.N.:
262- 031 -13
IC. : Ir
SITE ADDRESS
1794 CREST DRIVE
ENCINITAS, CA 92024
OWNE91PERMITTEE
RICK AND TAMMY BACKUS
2862 EXECUTIVE PLACE
ESCONDIDO, CA 92029
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR
AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE
COMPACTION AND STABILITY OF THE SITE.
TAMARA J. BACKUS
1794 CREST DRIVE
ENCINITAS, CA 92024
RICKY W. BACKUS
1794 CREST DRIVE
ENCINITAS, CA 92024
DATE
-Z 7 •>' -
DATE
LEGEND
PROPOSED ONSITE
IMPERVIOUS AREA
S.D.R.S.D. = SAN DIEGO REGIONAL
STANDARD DRAWINGS
PROPERTY LINE
- -
EXISTING CONTOURS
372 -
PROPOSED CONTOURS
372
CENTERLINE
-
EXISTING WATER MAIN
----W -W
EXISTING SEWER MAIN
S S
EXISTING ELECTRICAL
EXISTING SITE WALL
TO REMAIN
EXISTING EDGE OF PAVEMENT
"'
EXISTING FENCE
X-X"X-X-X-X-X-X-X-X-
EXISTING BUILDING
TO REMAIN
PROPOSED BUILDING
EXISTING ACCESS EASEMENT
PROPOSED DEDICATION
- -
PROPOSED SETBACK
- - -
PROPOSED 4" PVC DRAINPIPE
UNLESS OTHERWISE NOTED
--------------- -
PROPOSED 6" YARD DRAIN
o
PROPOSED DRAINAGE DIRECTION
�- �- --
PROPOSED FLOWINE
LIMITS OF GRADING
w W
(
PROPOSED RETATING WALL
PER SDRSD
PROPOSED CURB
HEIGHT PER PLAN
PROPOSED DECK
IF
PROPOSED BRICK PAVERS
EXISTING ONSITE
PROPOSED ONSITE
IMPERVIOUS AREA
IMPERVIOUS AREA
(EXCLUDING ROOFTOPS)
(EXCLUDING ROOFTOPS)
Ib
X709 SF HARDSCAPE
W HARDSCAPE
FOR DECKS 6 POOL
BMP STATUS:
r mow�em-
Twet-
PARKS & RECREATIO - 'PUBLIC WORKS -
REV BY. R BY.,
DATE. ATE.' �
Cl l 1 OF I_'il\ <eI A 1 AS
GRADING PLAN FOR
11 -175 CDP
a ' ,.4. :. 1�1R
I 'Fiffs Imo_
A.P.N. #262- 031 -13 ! SHEET 1 OF 3
:ive Jobs \1946 Backus \DRAWING\ 1946 F.pro
15650 SF IMPERVIOUS AR64 * 0.04 = 626 SF REQUIRED BMP AREA A 1 �N 2692-031-15 TW 370.6 TW 373.4 TW 373.6 7PA BW 372.2 1.5' MASONRY x ® ACCESS EASEMENT PER DOCUMENT 2011- 0242643
BW 370.4 N89 ' 38'46 "W 248.91 ' BW 372.6
A AS THE' WESTERLY 18 OF SUBJECT
X X 1h4,: �,. �R�C -7 -�iC -� 1 I NG DESCRIBED
�_� X WALL ���
F 2.0 i -X X_X?..X -.:X _.y.X X- X- X -X -/, X -X ST,.v'- _ _ _.x_a..X_. ,1 ,�._T_�, -k... _ _X_ ,jl,�:_X_X X.. y_r.,,_X_k.. ),.4 >: X.7Xf� -�X -. _X_X_X.X -X_ ,_`�_X_ -X_X -k X:X- X_Y..X- `�:X_.X- X -XX'X X -X" _X'f". n I j PROPERTY.
t? 1 363.1 FL 367.5 �= REE BR•5 72.0 FS 372.4 TW 374.9 TW 376.8 m /
\ °° v ° E " 72.5 3' C -4 M�? 9�s f_� 376.5 / EX 377.8±
TB 361.3 2
EXIST r ^,16 °a
° ° DRarBT
a a ° C DTIVEWA ° \ - -� �- �AINR W - -F 37 ( ! ° Q TpERAPIT PLANTS FOR A, FENCE
I ° CITY APPROVED FIXITY
°\ ° °
k ®FS 3729 ° 9 ORA➢J�D SOILS �t
I
415, ti ON AREA m a ° +i ° / 7 .
u M ° \ ° .` ° ° ' \ ° 2" HA/DWt1tX) MAtpi hED
4, \ ° ? ° ° / , °� COVER OR Cm
° a v aE 5.7% ° FS 7 . �p°b o 1 & i APPROVED EGUIVALENT
° ,I ° ° .-S_ , ° ° -e a a A�f �'iA ° o r�i"1 i
FL ! $ of FS 3 9. ° a / / / tT I X
I r✓
. " ,� �, m p l FS 37+1.7 ° ° ° ° ° � ° ° °a FS °375.0. ,�,
\ i ,�'� JG 37D.3 e ° a c.X iAlNI CXISTTN� o •FS 3f73 °`
*
ix A I IT DRAIN a �' T Ef I ° ° I EX 378.0± - ENCnEEHED SOIL H
FX ; I iNG
ru IELD _ - - °FS 372. ° ° °° FS 3�?2.1 a ° e ° e Q 7 / m t ° a a a i a ° '` NOTE BELOW
p _
ES \ \ �� X15T - °a -� ° a ° _ FS 374.0
It It -� 1
mm
NTH rnR
'- CO SLPi1 ANK i G 367.9 :a °372 ° ° q ° F'$ 8773 ; (E Q� 318" GRAVEL
MBBfFiEB-WiFf�B(!F m / FS 371.9 cv ° : PLAN ° a a I V
r °ii l �] ,., 1 ,�I'�JnCA1��F 0 I I I I • a E /r
�; frI9N -FR f- �hE fFi6 \ �$% V ( a m� T a° .. / FG 372.5 ° a a m a
'1 I b& PAIN\ / LIIE ° a a ° ° ° ° (( 18" OF 314" GRAVEL
i / 1�ac ° ° GE FACE FS =3722 ❑ \ LINE OF I a FS 3 7.5 I `
TB 36 \ V A
ROOF ABOVE wi PLANTER E.P. A ROOF ABOVE ° a °°
LINE
FS 372.6 FS 3722 ROOF ABOVE GAS MTR \ \ X \\ ° ° 1 * Bmw7ENTIOV VCDC30 SOIL" LAYER MALL UE MZNDN N 24" DEEP 4ry oo� ° i 'SMDY LOAM" SOUL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
FS 374.4 ° A ISIV ° _, T 4o
ll
11, X p pf r_ ? I SHALL CONTAIN 50-50% SAND. �.0% C04WT OR HA UMM 111ULaI AND
FIFE HOSE PULL` FG ,372.5 DY TW 376.3 � � � � � ° �i
I - - - -� - �- - � � \ / � � - I - 20-30% OPSOIL. FEE � STORES STUMPS Fi00T5 OR SIMIlAR 0&.EC75,
FL 360.5 � . I / 1DISTANCE =87 LF \ a f - AM ALSO FREE OF NOXIOUS WEEDS.
L / \ BW 374.3 /// 5UT•0'
PROPOSED X374.0
1 1
4 -GAR GARAGE P =N /A
- L i- 1 I BIORE�ON DETAIL
I I9(+ I BA / \ FI= =372.2 m FG 373.5
\ \ PAD =37L5 FG 373.0 z TG 373.8 TG 7 ° 1
L L L FF� b.O L FIIRFES. HOSE PULL \ 372.8 IE 3732 °a CHANNEL DRAIN I NTS
T8 36 .5 \ ° DISTANCE =95 LF
X I (_.._ 1�� i LINE OF \ / O , / - - - -- _ - -F - 375.7- I `°
LL �LLLL. [LLLL_ / I ROOF A� It I \ i
LLL ILL E 376.5 ° TG 375.7 tin 8 yq Ox M
- - °
,., A
1 y ' i W 374.5 I° _ ZE 3732
4
FG 1 PVC a ° I
FS 365.5 i %
m ° ThY373. ' I @
FS 373.0
I 4 TW 76.0
BW 367. FS 372.7 1 °- --
FG 367.8 EXESTING ° BW 74.00 (XISl1, ; ° m
I F 360.0' I ° ?EL 2�a ° I ° X 1INJ I DRA�ITAGE SWALE DETAIL
375.0 °° �_`
1 t, 0 PROF05ED RE�IDENGE FS 372 ° ,, a ` ° NTS
FF =573.0 FG 372.5 I a °�� °
I F$ 972.7 1
' PAD =N/A o _
\\ I \ ° ° FS 372.9 RAISED FLOOR (TYP) O FS 37 . i a q ° ° "; TOLE NALKWA ODIIVEWAY
6" EAR T \ _.L LAWN AREA I FG 372.4 % e 375.8 a O APF06 ALLONED
BERM 1\ ° TG 8 373 8 I a
\ \ a ° \ FS 372.9 I i I 1 ° \
TW 373.0 � IE
�i „
\ # BW 373.0 ' /
1 4 F 369.5 ° ° LINE OF - WATER ° ° 1 \ J \ ,
I I ROOF ABOVE FEATUE 1 TW 376.0 ° °I a I MOTES
BW 374.0 a ° 1 TG 375.4 1 \
0 3 1 !. THE MAINTENANCE � ALL PROPOSED WILL S WILL BE THE
\ FL 359.5 ° IE 370.4 1 I ` ° ° \ IE 370.6 1 I RESPONSIBILITY OF THE OWNLIiS. THIS WILL INl1tAE ANY POST-
_--- _ °
c ZSTTNG \ °
RCt I I \ _ CONSTRUCTION BW AS WELL AS ANY CONSTRUCTION BMP THAT IS
- - - -- - -_ 1 E \ WATER METER n DETERMINE TO NEED TO REMAIN PERMANENTLY OR FOR A SPECIFIED
\ \ i� TlI 375ZFr ° TO REMAIN M PERIOD OF TIME AFTER THE COMPLETION OF ALL CINJSTFtUCTION
1 \ \ 3 I PROPOSED POOL PER i ( 70.6 a o \ OPERATIONS.
[� 4• --RV2' ' a- \ , SEPARATE PERMIT ' ° \ I 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL
EXis TINci A '�A - a - ° ° V 1
FG 364.0 \ RL i ' (MAIN i MEASURES SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS
1 DNR�AAIN ° DIRECTING WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO TIE
25.00' STREET GUTTER OR STORM DRAIN MINIMIZING THE USE OF HOUSEHOLD
\FG 372.1 ° 30'
CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE POTENTIAL TO
CONTRIBUTE POLLUTANTS INTO STORM WATER AND SPILL CLEAN LP
TECMI(XES.
1 i 1
I \ DRAINAGE
LAWN AREA i ❑ / TW 3 0 ! ° \ I I 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE
\ LOWLIAE 1 ❑ ° 5.5" PCC OVER IU
TG, 372.8 1 STOCKPILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE
' �,riAVEL i 42.5.* BW 373. ° e OVER COMPACTED % COt IN ORDER TO RED" THE POTENTIAL FOR STORM WATER TO COPE
€� 9 1 ° I a NATURAL BASE _ IN CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN
DRQI& \ ° DRIVEWAY _ j l L/
F'`L , 59. , TW,373.0 \ I OUTDOOR ` 1 t- STING i ADDITION TO THE LOCATION OF THE STOCKPILES WHEN THE STOCKPILES
KITCHEN ; ° RFE i Q WILL REMAIN IN PLACE FOR THE COURSE OF MORE THAN 1 DAY, THEN THE
a I i BW X65.0 \ 1 ` STOCKPILE WILL BE ADEOUATELY COVERED SUCH THAT PRECIPITATION WILL
Q�
AREA A ` \ 1 O I f- NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL.
1 FG 372.4 •t8• a , ° f � I
25' YSB ' AI N, 262- 031 -1 FXI:STING \ TW 374. jai ° W 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN
18.00' F 2.0 TREE t FS 372.7 ° NDSCA XIS m I SHUTOFF DEVICE~ WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF
0 11 TB 358. i $ �� .A`V �- A BW 373.3 AREA �\ ° ° �- RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED. x 11 � a a � W
\ FS 372.9 I E5, °° w 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND
I, 1 Exr T,
+ • �� LINE, OF
�° ° ° �- MAINTAINED TO ENSUE THAT OVER WATERING IS MINIMIZED BROKEN OR
1 . - ROOF ABOVE a : EE FG 3722 1 R �2 PLANTER AREA 2' C -1� y °
�- MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN
�1
LAW AREA !• t8 1 / RETAIN LL ° d I THE EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS LEAKS OR
\ I \ FF =375.0 \ ° FILL FS 37�•s a 1 IE /.0 \ PER I a F_�1STZ L ANOSCAP BREAKS REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM
I . ` . FG 9.0 \ FAD =N/A \ FG 372.4 ° ° i e a °° w EX 378.0± WILL EITHER BE SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE
u ` ' FG 354.0 \ LINE OF \ ISOLATED AND TAKEN OFFLIAE IF POSSIBLE, UNTIL THE PROBLEM IS
RAI58? FLOOR \ \ w 3752 CORRECTED.
1, 44.5± \ \ AO[E ABOVE ROOF ABOVE \ 3732 it STING i ° 1 I
<1 fl 1 \ TG 372.7 a 90 6. FOR STORM WATER POLLUTION CONTROL PURPOSES. ALL RUNOFF FROM ALL
TH 358 , \ FS 374.6 m q \ ° !.3' MARBELLA FS 37 °H O ° ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIM
\ cv� \ FG 3722 IEI3679 T 372.6 i \ X FACED RETAINING I I TO COLLECTION ARID DISCHARGE ONTO THE STREET ANDIOR INTO THE
\ FG 363 8 \ 9 e a � 7 i \ WALL ° \ PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED
LANDSCAPE AREA FS 372.9 FS� 372.9 I i FS 372.5 °
\ FS 374.8 ° ° Q \ ( A PERMIT FROM THE CITY.
CONTROL SHALL NOT BE MODIFIED WITHOUT FROFO \ \ FG X5.5 AGGE550kY ❑ ❑D 1 \ ❑❑ p °
° ° \ I a° � IEX 377.9± ROOF DRAIN NOTE:
** I1 FG 372.2 %r 9> FOR STOW WATER POLLUTION CONTROL PLOPOSES ALL RUNOFF FROM ALL
UNIT \ ❑ ❑ T RMIT FOR ( DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO
DECOMPOSED \ I \ \ FS 372.5 a ;SriNG IMPROV TS IN RIGHT -OF- ° I COLLECTION AND DISCHARGE ONTO THE STREET AND /INi INTO THE PUBLIC
F6 *71 \ LINE FF =373.0 ❑ AY PER DOC. 2013- 273 ci r STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR
m GRANITE \ a
* • x * ix * in \ M� ABO EXI TIN
1 WALKWAY \ FS 374.9 \ FG 3722 PAD =372.2 )FG 3722 EEC. 11 -19 -13 \ STORM WATER POLLUTION CONTROL SHALL NOT 8E MODIFIED WITHOUT A
OIESIt�TED �T OIL i - � m I i \ FG 363.4 � \ \ ° e 5.0% � � \ � 1 CJR6 JT ! PERMIT FROM THE CITY.
6 Pt c / X
WITHOUT _ \ ° s i
ISSION FROM i HEWNALL -I Ia a \ \ FG 3722 1 SP GRADING NOTE
I FS 374.5 37 � ii „aa FS 372.4 ALL THE WOW PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
THE ITY. PER RETAIL I �R . -I - - - - 373• APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES
SHEE. FG 357.1 FG 365.4 - -M - - - - - IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE
x IE Fl�jl 35.N X. j a' J I
^��-� =- r i K �+�- a DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF
/FR &A %7S�= °t° 359.6 �--� 3� �6 \ PERMISSION FROM THE ADJACENT R'ROPRTY OWNER MOIST BE OBTAINED AND
TB 357.6 ' * w *16 * ix h FS 364.0 / '� / NBAp� v ° P'OOLI 1 X / n �' 1 SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY
p1s6¢S �v °� r a BRA a FS 372.51 % I I OISTLFBAPEE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN
o t DRA AGE 372 ti r i PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS
FS 5 WAL WAY :•
Q FLOWL FL 363.5 X X TG 373.8 1 ISSUED FOR THE PROJECT UNTIL THE
lEb OUT 357.6 -� X4.9 INSTALL EXTGTTNG TANDSCAP(_ GROUNDS RED PERMISSION OBTAINED. TSS
FG.7 - - -- - - - - -- -- ------ - - - - -- - - - -- - - -- ------ - - - - -- -- X-- - - - - -- --------------------- - - - + -- - - - - -- -- '---- - - - - -- - - - - - -- DRAINS W/ ATRIUM � i
7 T PROPERTY LIRE ., 1 �N GRATESv,tTYP.) (� PF'17
- G 358.6 'f �� - �� GRAPHIC SCALE 1 " =10'
\h4 _ A - 189' 3733 W; 248 9!'
-_ = - - -- - - - -- - - - --
x 4" -
COBBLE` OVERFLOW ! \ \ - \ IE 358.3 @ 5.0% \ GALVANIZED METAL \
♦ A , - . PA7tTECTIOR ! _. _ - m - - - -- FENCE
0 10 20 30
N�ACN
s� I BMP STATUS:
l BIRMINGHAM DRIVE t
f i �� i
t t t x PRIORITY PROJECT
1 ( w
� - - - I - - - o - - - - - - - � - I T � STORMWATffit MANACiffiVILNT ACiRBBMffiNT
- - t DOC: 2013 - 0682738 Uj w>F"
DATE: NOVEMBER 19, 2013 H
REVISIONS APPROVED DATE REFERENCES DATE oesicNEO BY DRANN BY CHECKED BY "PROVALS CPTY OF ENCR%TAS ENGINEERING DEPARTMENT DRAWING NO. U3
BENCHMARK SCALE AS BUILT TRIG TRG BMA
12 4 -- \, PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED GRADING PLAN FOR: r;
UIIT _ 2• ___ -- F HORIZONAL 1"=10' �' 2g IY Bv: _ 113G6 -G "
CITY OF ENCINITAS BENCHMARK 1048 -- - DATE: I'Z313 MASIH MAHER GLENN PRUIM 1 1274 B
SANTA FE DRIVE AND I -5 BRIAN ARDOLINO DATE R.C.E. NO. 71651 C42519 ✓ENGINEERING & PUBLIC 1%94 CREST DRIVE
-- - - VERTICAL NIA - R.C.E. NO. 71651 BRIAN ARDOLINO WORKS DIRECTOR L3
-- -- - - -- EXP. 12 -31 -13
ELEV: 17J,38 DATUM: NA 8B EXP. 12 -31- ,8"� -- DATE' - DATE., _ 11 -175 CDP A.P.N. #262 - 031 -13 SHEET 2A OF 3
N SHEE NETAir 11/22/2013N.' \Active Jobs \1946 Backus \DRAWING\ 1946 CC.pro
I I0
I III
\ I
0 \
EXISTING \ I
TREES \
'I \
'I I
0 1
I 1 I�I I
I 1
I 1
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'I 1
�I
I
�I I
I I
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\ I
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1 \\
I \
1
I
I
PP
FN 262-031-15 x 1 ACCESS EASEMENT PER DOCUMENT 2011- 0242643
�R R" {'R`�, 1' 3846 "W 248.91'
� �_ � � � � � � � � � � � � � � � � � � � � I O DESCRIBED AS THE WESTERLY 18' OF SUBJECT
X-X -X-X-X X X X-X- X- X- X- X -X -X -X X -X -x KK6j �X -X -X -X X X X X X X X X-X X X X X -X -X X X -X -X X- X- X- X- X- X- X- X -X -X- - X- X- X- X- X- X- X- X- X -X -X -X -x- X`X- X- X- X- X- X- X- X- X -X -�'� X-X-X X77 -X`X\ X-X X -X X-X X X' X7 PROPERTY.
TB 3611A ' ` FS 370 2 \ FS 372.0 EX 3 7.8t 1 3 7 8,15
\Q TREE o \ \ 5� EXISTING EXISTING LANDSCAPE ` m /
n \ WALL \ \ FS 378.0 DEEP-ROOTED Li90lUHT
rt- - - - EXISTING dR €€ - - - 11 FS 370.0 m 3 TREE _ - _ - TEEP -ROD PLANTS DROUGHT FOR
_ I WELL- �iADNED SOILS OR
\ EXISTING S 369.8 1 CITY APPROVED EQUIV.
\ / TREE I LAWN AREA FS 375.7 FS 377.4 2" COVER OR�TY
APPROVED EQUIVALENT
EXI 378.0t
\ EXISTING
\ \ PIT D�4IN FIELD EXIST - - - --I TREE e i 1I1 1I1 1I1 1I1 ENGREERED SOIL
\ \
H IIIl NDTE BELOW
\\ \\ SEPTIC - 20% - 1 FS 37781 LO T 6" PI CURB a OF 3/8" GRAVEL
\ % I P LINE OF m I I 9." r
FG 367.8 r 1 I ROOF ABOVE n' EXISTINGI LANDS APE o I 1 -
\ \ \ F/j - 12" OF 314" GRAVEL
o \ LAWN AREA \\ FS 372.1 GARAGE FACE FS =372.2 \GAS MTR \ I m m
FS 372.6 FS 372.2 \ PLANTER 10 1 m * BIOFETENTION 'ENGIIEEFED SOIL" LAYER SHALL BE MINTAMIN 24" DEEP
I \ LINE OF 1 \ m EXITING m SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. TIE MIX
\ \ ROOF ABOVE I FS 374.4 o z SHALL CONTAIN 50-60% SANI 20-30% COMPOST OR HAREW� MILCH AND
/ / I I \ I m 'FG 375.10 THE TEE 20-30% TOPSOIL, FREE OF STS STLFPS, ROOTS OR SIMILAR ACTS,
PROF05FD �. 57175'
� AN) ALSO FREE � NOXIOUS WEEDS.
4 -GAR G�4R/�GF I FFL X3.5 _ � 1 II
F= =372.2 1 1 1 BI ® ®NDETA�
/ 1 F� {� I 1 m NITS
FIRE \ I \ I F�D =371.5 I FG 375.0 y � I
` I m DISTANC 5 0 LF�/ / I \ - �- - , I j I PERVIOUS PAVERS BY TB 360.5 \ o / I \
\ / / EXISTING \ I r - I ORCO AQUABRIC OR CITY
FIRE HOSE PULL / / TREE I \ I I \I I 1 1 I I APPROVED EQUIV
i n DISTANCE =144 LF� y Q I \ L- -- I F 1 1 I 2" BEDDING PER
--- •- - - - -LJ
-II I II ` / MANUFACTURERS SPECS
TRYING I \ I I / AbY ABOVE �' I I S 37 m \ /
TREE 1 FG 367. EXISTING
EXTREE EX TING
\\ // LAWN AREA \\ EE , oo o o -0 4"- 3/8" GRAVEL
>�ROPOSFD RE ID�NG� I °' °oa�°o°a a� oaf °oar
FF =374. FS 374.5 a a FS 376.4 1 o Qo o ° o ° Q�
111 / I a O DgDo �DB 12" - 1/2" GRAVEL
/ a ,., oo aoo 0 000 �o
\ / \ 368.3 I PAL?= NIA FG 374.0 I c I -TI- 11 III -III I7 L I I I
F'S 374.4 FLOOR (TYF) 3 I l,Aolpxo'�E ko C1�ue� �- ��� =11
r
6' EARTHEN FG 364 II FG 373.9 I ��2 1 °o' 1 m �kV6��� �6� PVC SU9Q4AIN NATURAL GRADE
I NEW I 1 Gli-f 0404tj 1��ECte��1
' I` ;- FS 374.4 PO p ', g BRICK PAVER DETAIL
CO \ 1 � - - - _ � F I 1 I \ NITS
LINE OF _
a I1 I \ 6 ROOF ABOVE LA PE AREA 3 �8, 0 I ND1Ea
\\ \ ( \ 1. THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE
EIXIS ING O I RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY POST-
\ TREE PRA K� PROPOSED OII \� \ EXISTING I ` WATER METER CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS
\ �N�I� I 1 1 FS 371.2 TREE \ TO REMAIN m DETERMINED TO NEED TO REMAIN PERMANENTLY OR FOR A SPECIFIED
\ DECK I F FG 373.7 \\ `\ W❑ OPERATIONS. TIME AFTER THE COMPLETION OF ALL CONSTRUCTION
\EXISTING 1 I 1
TR E 1 � d \ \ 2. THE OWNER WILL BE PRESENTED WITH lNFORIMATION ON SOURCE CONTROL
1 P r \ \ 1 MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS,
FS 374.3 m \ I \ 25.00' DIRECTING WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE
\ \ 30' STREET GUTTER OR STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD
` SETBAC CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE POTENTIAL TO
LAWN AREA FS 374.4 II FS 374.4 / \ CONTRIBUTE POLLUTANTS INTO STORM WATER, AND SPILL CLEAN UP
\ \ G 373.6 \\ 1 m I TECHNIQUES.
\
42.5± \ 1 I \ I \ ( LLI 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE
\ \ X \ \ STOCKPILED, THE
STOCKPILES WILL BE
REDUCE THE POTENTIALEFOP STORM WATERYTO COME DRAINAGE
\ FS 374.2 \ I 1 \ I \ ( Q/ IN CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN
\\ FG 365.3 I FS 374.3 I J E STING 27g 0 ADDITION TO THE LOCATION OF THE STOCKPILES WHEN THE STOCKPILES
\ i \ 1 REE Q WILL REMAIN IN PLACE FOR THE COLIiSE OF MORE THAN 1 DAY, THEN THE
25' SYSB IG LA AREA I \ O STOCKPILE WILL BE ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL
�GGFSORY I FG 373.9 \ \ I I NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL.
\\ �4'N 2'62-031-13 EXISTING I \ \ II EXISTING �� m LL1 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN
\ I B�4RI�1 \ TREE I; \ TREE \ (Z/ SHUTOFF DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF
I \ FF =362.5 O I; \ \ z v RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED.
TB 358.5 1 I PAD = 36.0 V 1 �S 374.4 A ENCROACHMENT PERMIT OR
- EXISTING \ EX7�,ING IMPROVEMENTS IN RIGH� -OF- 1 EXIS ING 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND
\ LINE OF \�`� TR TR E ¢ MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR
I \ TREE WAY PER DOC.�01Z -041 y� 1 a MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN
\ I ROOF ABOVE \\ FF= 376 J� j FG 373.9 I O \ 5°b REC.1p _4-It � I THE EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR
\ _ \ \ a„/ O \ \ h� EXISTING LANDSCAPE I ° BREAKS REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM
25.4' \ LAWN AREA \ FAD - N�i� \ \ `Rr'/ FILL AREA FS 74. \ WILL EITHER BE SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE
\ \ R,4ISED\ FLQ' I LANDSCAPE °w ISOLATED AND TAKEN OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS
- -- -- \ m EX 378.01
V 44.5± V V - - LINE AREA 1 CORRECTED.
\ 6" YARD DRA NS W/ ae \ \ 6. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL
V b \ ROOF ABOVE
\ \ FS 376.1 " ATRIUM GRATES (TYP.) I \ LINE
�vl ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR
\I FG 363.8 FS 376.4 1 ROOF A E I TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE
\ \ \ 1 PUBLIC STORM DRAIN SYSTEM, GRASS AND LANDSCAPE AREAS DESIGNATED
FS 376.3 \
LANDSCAPE AREA \ I FS 374.4 ` FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT
I \ I A PERMIT FROM THE CITY.
FG 358.6 �\ v \ 365.5 - TW 373.3 X l " PROFO5�
\ \ \ BW 358.8 ! �GGF550RY ` \ ROOF DRAIN NOTE.'
DESIGNATED BI TENTION BMP AREA \ \ \ FS 374.4 \ q FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL
« NOT TO BE MODI ED WITHOUT ;f I TW 373. \ UNIT FG 373.7 EX 377.91 DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO
I \ \ PERMISSION FROM THE CITY. U \ _ EXISTING 9� 1 COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC
TG 373.2 BW 368 7 \ FF =374.3
PER DETAIL THIS SHEET FS 375.9 \ { \ FREE ING STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR
FG 357.0 - AREA 390± SF \3&�4 l FS 374.1 FS 3 9 \
,\ «I \ 373.7 P.4D = 3 73.7 \ ` \ URB CUb i� 6„ FC Ct STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A
T B 369.4 FG 373.7 ` \_ / I
PERMIT FROM THE CITY.
I \ ++ LINE OF TG 37.5 \ G 3_73.9 / � SP
TW 372.7 GRADING NOTE
FS 376.0 I v ROOF ABOVE \ IE 369.1 / I ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
- BW 372.7 _ _ _ _
- - - - -� -- ®- - - - - / � APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES
0
/ TW 373.5 1 TW 373.5 rt \ I IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE
P- - BW 369.4 O B 372.6 - - - / C m DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF
« / G -- X I c�ii PERMISSION FROM THE ADJACENT PROPRTY OWNER MUST BE OBTAINED AND
I / DRAINAGE TG 373.4 I TG 373.4 TG 373.4 X SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY
FG1357.5 /! :;pi FLOWLINE IE 370.1 I IE 371.3 IE 372.4 / 1 DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN
1 / cif TW 373.5 / PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY I
TB 3 7.6 / / GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL T E
I II o BW 371.9 EXISTING LANDSCAPE REQUIRED PERMISSION IS OBTAINED.
I PROPERTY 1AE 4.5' MAX HEIGHT MASONRY / PP�
I 4 l RET. WALL R �RSD C -2 / G W I `J I STOP LINE'
LINEI
k` C"C"yl k"X" a!' y v v v v l�
� XrY"1f.14.N�Y�.`C:14 -�X -�L X��� Y X.�L � � �
\ \ I N89 ' 37 33 "WI 2 1' \ \
- E \\ \ E E \\ E �- E E \ E E E �` E �- E E E E E
- - - -- -- \ \ SP
11 l � I I l l / l / / ¢ I II 1 ✓lr
j
�IRMINGHAN1 DRIVE l l l of pnvEh�� -age
GRAPHIC ALE 1 " =10'
60JOCIL'b1REaT10N w m
T - -� - - T - - - ---- - -o - - - - - - t- - -� 0 10 20 30 W
3785 r<: O
�o^"�'
x:341
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT oeslsweo BY oRAww BY CHECKED BY y� ;
TRG TRG BMA APPROVALS CITY OF ENCINITAS ENGIlYEERIl�TG DEPARTMENT DRAWING NO.
PLANS PREPA ED UNDER THE SUPERVISION OF REVIEWED GRADING PLAN FOR:
CITY OF ENCINITAS BENCHMARK 1048 HORIZONAL 1 " =10' 0Z� �f �' DATE: Z3'I'G BY. MASIH MAHER GREG S ELDS 1794 CREST DRIVE 11366�C'
SANTA FE DRIVE AND I -5 BRIAN ARDOLINO DATE R.C.E. NO. 71651 �j
VERTICAL _N� R.C.E. N0. 71651 BRIAN ARDOLINO C42519 DEPUT CITY ENGINEER yvy
ELEV., 173.38 DATUM: NAVD 86 EXP. 12 -31- 15 EXP. 12 -31 -13 DATE: i0 2 /2 DATE: ID, (2 C
In In -� 11 -175 CDP A.P.N. #262 - 031 -13 SHEET 2 OF 3 d j
912512012N.' \Active Jobs \1946 Backus \DRAWING \1946 F.pro
ADDITIONAL Np7ES
1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS GRAVEL BAGS) MUST BE
IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
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 -27.
NOTE
1. HYDROSEEDING SHAL 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. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
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
7. ITEMS C DE 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.
B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
HYROSEEDING.
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, WHITH 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.
HYDROSEEDEO 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.
ADJACBVT mauERTY DISTUI N 07E
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY 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
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
1. OWNER 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 AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES.
IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE
PROPERTY LINE IS.
2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
3. 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.
4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION DN SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING FIBER ROLLS GRAVEL BAGS) MUST
BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT
BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS
THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE
OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS,
PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF
DRAIN, DRIVEWAY, AND STREET.
18' 25'
EX. ACCESS SETBACK
EASEMENT
I
I
REVISIONS I APPROVED I DATE I REFERENCES
- \ E
/ / I Dll�l IIINC7tItil 1 Jf/1GIVC / ' UHAVLL BAG CHECK VA
PER DETAIL THIS SHE
APPROXIMATE LOCATION
OF EXISTING GRADE
PROPOSED 6"
EARTHEN BERM
DATE
15'
SETBACK
FF 374.5
NTS
SCALE
CITY OF ENCINITAS BENCHMARK 1048 lHOPIZONAL N/A
SANTA FE DRIVE AND I -5
ELEV: 173.38 DATUM: NAVD BB VERTICAL N/A
FF 374.5
APPROXIMATE LOCATION
OF EXISTING GRADE
SECTION A A
NTS
15'
SETBACK
FF 376.5
379.5
LEGEND
V ENTRANCE
THIS SHEET
GRAPHIC SCALE 1 " =20'
0 20 40 60
BMP NOTE:
ALL CONSTRUCTION
BE INSTALLED PER
CONSTRUCTION BMP
OR EQUAL. DETAII
PROVIDED ON THIS
REFERENCE ONLY.
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
BMP'S TO
CASGA
HANDBOOK
_S HAVE BEEN
PLAN FOR
2. STAPLE WIRE FENCING TO
THE POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
rr ��II jj�f
30' 25'
SETBACK I ROW
NEW BRICK PAVER DRIVEWAY I ��
MAWA CALCULATION
67RO55 LOT AREA = 43578 5F
TOTAL AREA EXEMPT
FROM HAM CALCULATION = 3q,438 5F
TOTAL LANDSCAPE AREA = 3qO 5F * 42A * 0.62 * 0.7 + 0.3 * 3,750= 6,386 61YR
L4N05CAPE EFFICIENCY BMP NOTE-5:
I. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND ER05ION AND TO
DETECT PLANT OR IRRIGATION 5Y5TEM FAILURE
2 REPLACEMENT OF DEAD DYING AND 015EA5ED VEGETATION
3. ERADICATION OF INVA51VE 5PE6IE5
4. REPAIRING THE IRRIGATION 5Y57EM AND ITS COMPONENTS WHEN
REQUIRED
5. REPLENISHING MULCH AS NEEDED
6. 501L AMENDMENT WHEN NECE55ARY TO SUPPORT AND MAINTAIN
HEALTHY PLANT GROWTH
7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
q. OWNER WILL BE RE5PON51BLE FOR MAINTENANCE
10. U5E OF A TIMING DEVISE TO RUN ALL IRRIGATION (W/BATTER( BACKUP)
II. MAINTAIN THE 5Y5TEM CON515TENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CON515TENT WITH PLANTS
"HYDROZONE"
13. MAINTAIN THE IRRIGATION 5Y5TEM TO NOT EXCEED MAWA (MAX
APPLIED WATER ALLOWANCE)
RUNOFF
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS py �+
ACTS AS SPILLWAY DETAIL: GRAVEL BAGS
GRAVEL BAGS TO BE INSTALLED PER CASGA SE -6 OR EQUAL NTS
HYDROSEED PAD PROTECTION IF
PAD IS LEFT VACANT FOR MORE
THAN 6 MONTHS OR AT THE CITY
ENGINEERS DISCRETION.
COARSE
AGGREGATE
4 IN (10 CM) FILTER
FABRIC
NTS
SILT FENCE TO BE INSTALLED PER CASGA SE -1 OR EQUAL
B *T�rt.
lJ
UtSIUNtU ni UHAWN HT l;ntLKtU ei
APPROVALS
TRG TRG BMA
d
(
PLANS PREPARED UNDER
,�
y
BRIAN ARDOLINO
THE SUPERVISION OF
DATE: 4-Z5-17-
R.C.E. N0. 71651
EXP. 12 -31 -13
REVIEWED
BY:
MASIH MAHER
C42519
DATE; I C(e l Z
PEG ELDS
DEPUT CITY ENGINEER
DATE. /O 2 • l2
BRIAN ARDOLINO DATE
R.C.E. NO. 71651
EXP. 12 -31 -09
•° e
an
a <
44
it N ..0
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A -A
ORIGINAL
GRADE
F NOTE:
o CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
A
LU 0- 0 oqo °00° oa o o°° 0 o
H 0O0o0o0O�o° ° °O o0�0 °�0 ��0o OOo�O
M 00 -00� o00000000000o O 0° �° 0 000° WIDTH AS REQUIRED
F- OoOo O °' Ooo 0000 0000 ° 00 0 0 �� ACCOMODATE
Lu 0000000000000 O 00°000000° 0Q0 °0000
000000o0000oO0o00000�0000000 0000000
U °0000000000 000 °000 °000000 66 MOO
0 19' RADIUS `
�
MIN. 50' MIN
DETAIL: CONSTRUCTION ENTRANCE
NTS
CONSTRUCTION ENTRANCE TO BE INSTALLED PER CASGA TR -1 OR EQUAL
CITY OF ENCINITAS
EROSION CONTROL PLAN FOR:
11 -175 CDP
a i�
DEPARTMENT DRAWING NO.
11366 -G
CS
G.7 19
A.P.N. #262 - 031 -13 SHEET 3 OF 3
kActive Jobs \1946 Backus \DRAWING\ 1946 F.pro