2014 11977 G (Plans)R19ff OF MAY RVOTE
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST
46 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO 00 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.
MINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIM04 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.
S9491AL ADM
L ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD
SPECIFICATION5 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,
2 PROPOSED RESIDENTIAL STRUCTURES, VACANT LOT NORTH OF 237 SEEMAN
DRIVE, ENCINITAS, CA" PREPARED BY SOIL TESTERS DATED MAY 12, 200.3 AND
UPDATED REPORT TITLED,'R000H GRADING REPORT 2 PROPOSED RESIDENTIAL
STRUCTURES VACANT LOT NORTH OF 237 SEEMAN DRIVE ENCINITAS, CA " DATED
NOV 6, 2006, 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 FCr 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.
5. 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 ENGk.TER OR A L;'C'ENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES
INCLUDING SHORING, AND SHALL BE RESFCNSIBLE FOR CONFORMING TO ALL LOCAL, STATE
AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (102) MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5..30 P.M. AND
730 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 DR 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. 11977 -SG
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN
OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED
USE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
POSTTIVE DRAINAGE AND PREVENT PONDING OF WATER. 1E SHALL CONTROL SURFACE WATER
AND AVCIC DAMAGE T ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNVTIL 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 ACCOROANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND
UBXCTIOA14RLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON k1HICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
REMOVED TO SUITABLE FTRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED
TO A DEPTH OF 12 INCHES AN13 THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
BE THE C_';'IiRACT'ORS 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 STOVES, 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
16. ALL TREES BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
PILED OR OTHERWISE DISPOGFD OF OFF THE "TIC 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
ThEE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A
CITY TREE IS NOT CLEARLY LABELED TO E REMOVED IT
RL B 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.
NOTIFICATION5
1. THE EXISTENCE AND LOCATION OF UNDERGROUND U7 T' 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 CONTRACTORS RESPONSIBILITY TO CO'TsCT THE FOLLOWING OWn1ERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VER" ICATION 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 - OMWO - (760) 632 -4209
D. NELEPHONE - 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.
EROSI(IV CDVTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ANTHONY CESARE AT (760) 942 -74pQ
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
UFORESEEN 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.
S. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STatmTER POLLUTION CONTR@ Rau CONSTRUCTION BMP/DIP 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 /Oa 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 TUFF 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 HAROSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
STIXMWATER PMLUTZCN C=R11 L END AWES TELATIVE TO COI*MCTMV ACTIVITIES CWT...
EROSION CONTROL CONT...
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 UMMECESSARILY 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 AWJAL 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 OV -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 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 GROU C
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 TINES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT
WITH ANY TRASH MATERIAL.
5. DRIVEWAYS SHALL HAVE A MINI" 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND FLUIDS, BROKEN ASPHALT AND CONCRETE. WOOD, AND CLEARED VEGETATION CAN BE
DISCHARGE IT TO AN ADEQUATE IMP/BMP. RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL
6. ALL STORMWATER IMP/8MP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
ALTERED WITHOUT A PERMIT FROM THE CITY. 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.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
MAY REQUIRE THAT THIS ELAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED. RECEPTACLES AROUND THE SITE.
B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE
HAVE AN IMPERVIOUS NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES.
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL 8E LOCKABLE AND LOCKED NFEN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
ESCAPiF FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THOUGH THE
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW
POLING 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
EARIHkCJFK DATA:
500 CUBIC YARDS REMEDIAL
400 CUBIC YARDS EXCAVATION (CUT)
300 CUBIC YARDS EMBANKMENT (FILL)
100 CUBIC YARDS EXPORT
* 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
III= r 1 1 7
V4: 1:1
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY.
MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STOAMWATER CONVEYANCE SYSTEM OR
ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT
LOCATION.
CONSTRUCTION SITE ACCESS
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 AREA AWY-FROM GUTTERS AND STOMDRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY TNSTALLING 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 CHANCELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASL ES.
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.
SAN DIEWITO WATER DISTRICT NOTES
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DUES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON-EXISTENCE O 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 DIEGUITD 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 OWNERS
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 fEOUTRIN13 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.
LANOSCAPDVG
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 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER
1 AND APRIL 15.
EXISTING
IMPERVIOUS AREA
PROPOSED*
IMPERVIOUS AREA
NET CHANGE
5974 SF
0 SF
0 SF
#EXCLUDING ROOFTOPS
L ism
S.D.RS.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
SUBDIVISION BOtAV7ARY
RIGHT -OF -WAY
BUILDING SETBACK - - - - - - - - -
EXISTING UTILITY EASEMENT - - - -
CENTERLINE -
EXISTING CONTOL43S
EXISTING EDGE OF PAVEMENT -
EXISTING WATER METER
EXISTING FENCE x------ _x._...__.
EXISTING RETAINING WALL
PROPOSED BUILDING FOOTPRINT
PROPOSED RETAINING WALL
PROPOSED DRAINAGE DIRECTION
PROPOSED FL04LIAE DIRECTION
PROPOSED PERVIOUS PAVING
IMPERVIOUS DECK /WALKWAY
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TOP OF WALL
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TOP OF CURB
FLOWLINE
GROUND ELEVATION
SEWER MANHOLE
WATER VALVE
FIRE HYDRANT
POWER POLE
LIGHT POLE
FINISHED GRADE
FINISHED SURFACE
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BRIAN MICHAEL ARDOLINO DATE
R.C.E. NO. 71651
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A SF
V CF
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SITE ALLMbU Ce4?02 °4
239 & 241 SEEMAN DRIVE
ENCINITAS CA 92024
LEGAL DESOMPTT(NV
PARCEL A OF MAP PARCEL MAP NO. 19643, IN THE CITY OF ENCINITAS COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA. FILED JANUARY 25, 2005 AS FIL €= N0. 2005 - 0065439 IN THE
OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
PARCEL B OF MAP PARCEL MAP NO. 19643 IN THE CITY OF ENCINITAS, COUAVTY OF SAN
DIEGO, STATE OF CALIFORNIA, FILED JANUARY 25, 2005 AS FILE NO. 2005 - 0065439 IN THE
OFFICE OF THE CDUMNTY RECORDER OF SAID COUNTY.
APNe
259- 131 -61 & 62
ONERS CERTIFICATE
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 FUNS
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.
Ir& ( ULC DATE
44(p rAkzi (� NK *z60r
F_NGtN�ias, G 9°dD�4,
SOILS ENGD69?5 CERTIFICATE
I, yLrr+.l� 3,� Aar c _ A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRIIPALIY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CDNDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION BETWEEN THE DATES �1 *,b%AND ? t?3�y�d_o#c ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUD , WITH MY
RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
EN ^WEER, 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._V - --
RCE NO.: __&,C_Z r,�_�
EXP. DATE.�_f9 `31= 7------ `-3l�!
COAST GEOTECHNICAL
779 ACADEMY DRIVE
SOLANA BEACH, CA 92075
(858) 755 -8622
STATEMW OF ENG.DEM OF N RK
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 DETER41MATION 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 RESPONSIBLIITY 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 XORK PERFORMED BY THE ENGINEER.
1 f'.Ig4
BY.' /� . " `�J/ I
BRIAN MICHAEL ARXOL.INO� DATE
RCE No. 71651
PASCO LARET SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
PLSA 2226
No. 71651
Exp. 12/31/15
ENV11DOENTAL ROTES
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A
(EXCLUDING ANY EXISTING MAN MADE SLOPES).
2. THE MAXIMUM VERTICAL DEPTH OF CUT ONI.S.vt.104AIs 4.0 FT
AND THE MAXIMUM VERTICAL HEIGHT OF FILL ONZA -4 MW IS 1.0 FT
THE MAXIMUM VERTICAL DEPTH OF CUT 0Nt4!.$W*J1S 7.1 FT
AND THE MAXIMUM VERTICAL HEIGHT OF FILL OV 1.41 SDK IS 1.0 FT
3. A. AVERAGE DEPTH = VOLUME OF CUT C.F. = 0.9 FT
1 l 1
OF CUT AREA OF CUT (S.FJ
3. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 0.4 FT
OF FILL AREA OF CUT (S.F.)
VA%
& ASSOCIATES
'IL ENGINEERING + LAND PLANNING + LAND SURVEYING`
i North Highway 101, Ste A, Solana Beach, CA 92075
858.259.8212 1 f 858.259.4812 1 pleaengineering.com
1' •
1 . -"
• 1`
SWMA RECORDED. `• 7 61 , 2014
DOCUMENT # '-IA
PUBLIC WORKS
R OED BY..
DATE.'
REVISIONS APPROVED DATE REFERENCES DATE BENCBMARK SCALE PLANNING & BUILDING DESBMNAED BY ORKRK BY CHECCKEAD BY APPROVALS CjZ'y OF TCINITAS ENGINEERING DEPARTMENT DRAWING Nil.
&-r WALL a CITY OF ENCINITAS CONTROL STATION 'END -30'; PL NS PREP ED UNDER THE SUPERVISION OF RECOMMENDED WO APPROV D GRADING PLAN FOR
a D- HN R - U' S IF? WELL MO UkENT STAMPED 'LS 3997" AT THE R I ED 11 `7®� , J
(ENTER OF CUL-DE-SAC. EAST END OF OAK CREST HORIZONAL N/A (� 7 6L
PARK DRIVE AT ENTRANCE TO OAK BEST MIDDLE DATE: 1-115-14 BY. MASH - BY., GLENN PRUIM
SCHOOL PER ROS 18416. l R. . E. NO. 71651 p I E
VERTICAL N/A �1 �- C ENGINEERING PUBLIC ��� ��� ���� �J��/ Y lei
ELEVATION• 388.479' DATUM NAVD -88 DATE.' BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15 WORKS DIRE TO
DATE. " Zj 3/ 1 4 DATE: PLANNING CASE NO 01 -186 TPM /CDP 13-244 CU? 13 -245 CDP A.P.N. #259 - 131 -61 & 62 SHEET 1 OF 4
611612014N. \Active Jobs \2226 Cesare \Cesare.pro PLSA 2226
3:
4
I`
a
A F 7
e Is i �,J e: J, o
p,
PRO T EX SURVEY
T IN PLACE EXIST. 1" DUAL WATER
TAG LS 4368
FL=346.0 i SERVICE FOR PARCEL B NNIO 35'02T 32OM'
20, E�E - I --
13' 6'
- ----------
0-5, 0.51
-il �Slt-
EX AC 21 1 1/1 36386
�v
PCC FLM am
EXISTING L
PAVEMENT PRavOSED 16* Hr
, EXISTING 4 SEWER
ILI LATERAL PARCEL B WQ
OAAS PER
J� 4L 'PROPOSED 6� HT
31
PRO7tCT E)f SURVEY
J, �, AQNUk1ENT IN PLACE
-Ir"Felh �IKY-1111- I T! li� !,�ii 1, i� '. 1 1- � - ---,
T" -A -- jRMCT EX SURVEY
-Ji
P
T PLACE -P-
M EXIST 2X2' CA TCH� WIN,
-unl
F bUT*$46.95 (FS 364.0)
399 W'E 70A,'
"Dqu'
J �J AVS 362.5)
ro
3 3�051.0)
F�FfACE EXISTING *t-3-52 T/ 'SERS
=3F- r -35436
T 34�
xlrL
156
NJ77 VP 34 "AVEL PER 0.10RETENTION,
SEEALANDR SECHON Q, IS ING POW FL-3� I/�q
EL-364.45
x Is R A,
N*ARI NS
FS
4
DETAX
EXIST.
\TR4NSX
7X
EXISTING We.,
FL 356.0
STORM 'DRAIN TO, h
En i
x FOE
FL =356�5/
7'
f
L
x FEJ,P
345.7
INSTALL DECORATIVE x FOE -iT ,V
02N
345.75 L 1\ -,Ill,� r 11 1
-4175
PERVIOUS PAVERS BY EL�356.88
x x 1 =349
LL B -GE FL
ORCO AIQUAGRIC OR CITY -3, x 7 -SEP
47�6 x R I' W V�� L -3i[A 8 1 `
Fi- -350.0 x
APPROVED EGUIV ��L" - 47.03 4TOE-ANI-3,90 SJ
=363,42
--xzcv
2" BEDDING PER
X r("
V� AVER5
MANUFACTURER S SPECS PROP. PERVIO� PAVER --35e EL
34-, 0---
TO BE IVATELY 1, 1 L- =4:.1i
x TOP
EL=351.BE
MAINTAB PER DETAIL
FL ! °4 �� 1 /� ( �fI
3b 39
4" 318" GRAVEL INSTALL 6- CURB- x
M, EL
PERFFRSD G - XPAD 355.6 FS '36� 0,' 7.61-
IV, 35:163 �J
TO PRIVATELY A, E'L �351 1
GRAVEL -,.4 ORADOGE PIPE A
12" 112 1 MANTAIAM IL =346.4f =F63�5:7:QL Ir
X� 'D 357.1
F1 vai
FA -P �L;L f.
"7 345.4 1 1 11; � I q i -------- list(
IB" X I TS 3562
INSTALL B" RIP RAP T
NATURAL GRADE JE 351.7 GARAGE FF@ FACE-35
FL 350A
PER D-40
6" X 116" ENERGY DISSIPATOR IE sit,-
.46 lurn
PCC 0"
PERVIOUS PAVER DETAIL I
HT CURB r- Zvi= I
9 1
�v FG 357.0 1-357,7
x
OF PAVEMENT xi .4 N.T.S. EXIST. EDGE R'351 L / )351�; XPAD j
E �35 54
EXIST. I ii! _T
RIII 0000
SERVICE FOR PARCEL B Aim u, >d FOE
L
EX 8" FS 357.6
CWW 1 -2
X�LOPJN'o FG .0
PARAPET
35710
FL 345.1 ku
DEEP-ROOTED DROUGHT CENTERLINE OVERHANGE
TOLERANT PLANTS FOR SEEMAN DR FS 345. M I Op
2 FS :345.2 67.5 (TYP)
WELL-DRAINED SOILS OR
OVERFLOW RISER CITY APPROVED EGUIV. =w
FL ".4 1 1
ATRIUM GRATE XJA 350. �,`J
FL 350.9_,
X PA 0
�3�30 38 Ef =250.4
INSTtL `31 BUILDING HEIGHT SHALL BE MEASURED FROM
TG PER PLAN 6- X--16" 4, THE LOWER OF THE PRE-EXISTING CONDITION
PCC OR FINISHED GRADE, WHICHEVER IS LOWER
/ L
FL
HT 4� 7
1 11 � [ , IN ACCORDANCE WITH CHAPTER 30.16 OF THE
CIO x 10EI MUNICIPAL CODE
-0 5�' 7
IV El I Kopootv
4�0
FIG 357.0
I 2�� HARWOOD MULCH -0 5" COVERED
LLP71 J j I - I X 1
-09 CITY \1, FL 349.9 XPAD zol
COVER. - 344-ff PA TIO' B 7 IKKE"119ENCE
j#ru 5C �I -- 4
APPROVED EQUIVALENT
f 3; -) 2.2,:
20, x Fi
24 "MERED SOIL 20'
PIPE @
1� SEE NOTE BELOW • 256 -1,31-C7 FF 357*07 x
4" IVL 0,
TO
EASEMENT FOR PUBLIC ROAD IMTI 6- CUREl-
2", OF�
FL 350.4
j/B,, GRAVEL RECORDED A 942 -1
IN BOOK 1334. F TO PRIVATELY
PRILYA21. 13- PER OW G FG 349.7 k239, OEEMANopivr: PAL? 35711, 0
--4
C 07 -
18, OF, 314" GRAVEL MAINfAINED PAD
FIG 34b.7
341 TE BELOW i i FIG 34� .7 - - - - -
LAYING X I ELFE1-
I PIPEL JULY 16 - - - - - -
I-CI54 IN BOOK 530
PAGE 104 FG 35
357.0
'FG 348,9 '
34B.9 W 357.0
VEA
UAVERGROM UTILITY PROP. P.ERVIOUS'PA j
,x IDA
FESUPARY 18, 200J. TO BE PRIVATELY x x 1117
EI, 35'. 4159
BiaRETENI ,ENGiNEERED SOIL" LAYER SHALL BE MIND" 24 DEEP FL 344.5 M4IVT4WD
NO. 2003-0178543 OF
"SANDY LOAM" SOIL MIX WITH AID MORE THAN 5% MAY CONTENT. THE MIX OFFICIAL RECORDS PARAPET
-60% SANG, 20-30% COMPOST OR HARWOORD MULCR AND D
SHALL CONTAIN 50 `MEA 4OUT- OVERHANGE
20-30% TOPSOIL, FREE x PA (TYP)
CE OF STQAES� STLIMPS, ROOTS, OR SIMILAR O&ECTS,
GI`- Wk p cvu, FOR F RCEL A LEV& -3 6,4F
1E 34
fr,-349-.7--
314" CRU%ED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE X T C 0 8
CIT 3�7.01 XHAIJ x 1-�
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE 36, ' , � �� I'Ll I ", ,
I , I �:L -3b, ELI -1 -3546,18
DETAIL 3 1 1 1 k 1 4 1 , p '? 11 , E
AND ALSO FREE OF NOXIOUS WEEDS. ,4 , , , , , `
'�46,0
.0
EXISTING 4" SEW MASONRY RETAININ 56,
TC 345.0 r , H-- -I
LATE iA I k k x 10P
344.5 INSTALL 6" TG 349.7 FL - 357.42 10ALL PER SORSO C
A
OUT A
il 1�
(337.95 1.fj PVC PIPE FG,
-:I. ", " 1� I MASONR
-ECT EK SURVEY Y RETAINING WALL
344.8
NMON LAIVDSC"E BW PRO ------ F6 3 PER SORSO C-3
BIOREM Zz - FG 357.0 FG 357.0 M
MONINENT �N PLACE X -------- u, +
94�24 1
356
-7-
N. T.S. �� +�/" 7.0 - - - - - - - - - -- 355.
I CID FS --I ----- 'I- -
x TO \j I �.00. II �FG35L
Ti Ip .01. ooI
F171 349. 4"-DRA-1N4AE PIPE Za
PRO CT EX SURVEY -------- ---
T IN PLACE BW 356.3
�L:x--7E R RAP ENERGY
MmIr 0 jj4 44 �TW7.q
351T r
IPA OR PER D-4
10 Lmlt* -I&- 3X57Jq TW-3�7-.ONL
r FCZ BW 353.5 �n
FS
jC
3443 ��-EEAXL�'
E -�JASSP 10 BW 354.5
5
EXISTING DWALL BW 3VO
02mN 171.5
PRIVATELY MAINTAINED jj_o) i�
'7�
=7
7
ENCROACHMENT MAINTENANCE AND REMOVAL it", ov 117. 77 'ERA'4 EXISTING PRIVATE 4,
-5 GNP SD BIOPETENTION BASIN FOR BEST �_ "OP' 31 WIDE LINED -11 PROTECT EX SURVEY-11 GRAPHIC SCALE
AGREEMENT RECORDED MANAGEMENT PRACTICE 11W 310-4 low 0 G I IRE TTIV/L STORM DRAIN CHANNEL PER 01-
EXISTING STORM DRAIN -11VE E) EASEMENT
2014 CULVERT TO BE REMOVED AC Of NOT TO BE MODIFIED WITHOUT A TPM/CDP
D17-4 I'TO P57 SEE,14A�kl L3RNE)
--j!L 4 ALONG PROPERTY FRONTAGE 787 SF MIN (810 S47 PROPOSED) 0 10 20 30
AS DOCUMENT NO. 2014 OF O.R. PERMIT FROM THE CITY
AND REPLACE WITH WITH A o?qnIOfESSj
24124' BROOKS BOX WITH TR 1C A
RATED GRATE OR EQ. I P` 4, <
STORM WATER MAINTENANCE C0A;MtC;r E)WfI
BUILT 3TbftA4 0RA?4JrQEA3T
-71 No. PASCO LARET SUITER
AGREEMENT RECORDED 2014 u 71651 ASSOCIATES
AS DOCUMENT NO. 2014- ()! M Exp. 12/31/15 &
GPADING PLAN CIVii. ENGINEERING + LAND PLANNING + LAND SURVEYING
n7 000IIIIII�Q
R. T. ARDOLIN&I DATE SCALE 1'!I Clvl\� 535 North Highway 101, Ste A. Solana Beach, CA 92075 FoQ R.C.E. NO. 71651 OF CA
EXP. 12131115 ph 858159.8212 1 fa 858.259.4812 plsaengineering.com
DESIGNED By DRAWN BY �.HECKED BY
REVISIONS APPROVED DATE REFERENCES DATE BENCBAIARK SCALE PLANNING & BUILDING BMA I KRK I LM�A APPROVALS C= OF ENCORTAS ENIGNMUNG DEP"TAMM DRAWING
TFIC
L6x.T-,,
N
(77
L DECORATIVE
ALEP
0 AXABR IC OR
APPROVED 01
M BEDDING 2 ' EDD
MA ACTUR
7-5
UT. W#tLL VEV AIL A 14 le CITY OF ENCINITAS CONTROL STATION 'ENC-30", UNDER THE SUPERVISION OF REVIEWED BY: "I GRADING PLAN FOR.
WELL MONUMENT STAMPED 'LS 3997" AT THE REVIEWED BY.,
CK CENTER OF CUL-DE-SAC EAST END OF OAK CREST HOPIZONAL 1"=10' p S DATE.
1H MAHER'
PARK DRIVE AT ENTRANCE TO OAK CREST MIDDLE MAS 11977
SCHOOL PER ROS 18416. : D P.C.E. NO. 71651 ENGINEERING PUBLIC 221 &.2-4.11 SEEMAN DRIVE
ELEVATION! 368.479' DATILk NAVD-88 VERTICAL IN A DATE: BRIAN EXP. 12-31-15 WORKS �LLI
DATE. -WZ 3/ 14 DATE: PLANNING CASE AU' 01-186 TPM/CUR 13-244 COP, 13-245 CDP A.P.N. #259-131-61 & 62 SHEET 2 OF 4
711612014N.,\Active Johs\2226 Cesare \Cesare.pro pLSA 2226
I
NAWA CALCULATION
PARCEL A PARCEL B
68055 LOT AREA = 24,944 5F = 25,917 SF
TOTAL AREA EXEMPT
FROM MAMA CALCULATION = 24,134 SP = 25,122 5F
PARCEL A LANDSCAPE AREA = 810 * 42,9 W 0.62 0 0.7 = 15,0&1 6/YR r Ex 1STING F HIGH'
CHAIN . 1W CNICE
PARCEL B LANDSCAPE AREA = 795 * 42.9 e 0.62 * 0.7 = 14,802 GIYR - x - -- - - - -- x - - - - -- x - - x - - -- " x - -- - - " -- ; _ _ - ._._ -- x, ____ __ ___ -- _ -__ -_ _ _ MASONRY RETAINING ALL PROTECT EX SuavEr
'' 112 E 320 `- - - - x - -- X < - - -- - - -- - -- x - - - -- PER SDRSD C -3- -- - -- x - - -._ ..__._. - MDAIA►fENT IN PLACE
LANDSCAPE EFFIGIENGY BMP NOTES: ___ -- �__- _ -.�_ _. _ _ - - -._ TW 376,1 10.5
i. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO -- - -- TW 3�B.s
- .s{ - E, _ _ RETAFNING WA EXIST. 1. 8W 376.1 BW 374.9
DETECT PLANT OR IRRIGATION 5Y5TEM FAILURE - TW 37a.o TW 376.0 1
It �EXlST.
ti` WATER ICE 370 TW 3x74{
�_�� �_ SERV 70.4 BW
2. REPLACEMENT OF DEAD DYIN6 AND D15EA5ED VEGETATION t' _�e9.4
i q�
o c' P.�` / R FG 37 1 FL 370.0
1 EXIST: SEWER LATERAL , y
3. ERADICATION OF INVASIVE SPECIES PROTECr:EX su4vEr_ a� _
- - % -�N£NT PLACE - j - F - -- - - - -'; TW 376.1
IN : - - -`_ -�
. .fir -.�,. �" FS 3702 -
70.1 % -- BW 376.1
;: (FS (FS 364:0) w „F -FG 370.1
4. REPAIRIN6 THE IRRIGATION SYSTEM AND IT5 COMPONENTS AMEN ti (� FS 365.0) (FS 366.8) y ',� \, ��,,
REQUIRED = r. -- - - - ` may, 1 �n 357 s) X
e I •Y M X- EXQC6ED "r MASONRY RETADJTNG WALL
5. REPLENISHI N6 MULCH AS NEEDED X " �` = f�IIVEWAY _'! �� J ' ` y r���
3G 541? _ ;t i' p� Ei . ' ?W 365;'F� PER SDRSD C 2 1,
D� (FS 368.7) e IFS 370 ) ° L . 7S
Bw 34p,s.( PERMEA13LE I l .
EXIST. �� _\
6, SOIL AMENDMENT AHEN NECE55ARY TO 5UPPORT AND MAINTAIN rRaNSx , -' r s l�A �Tw 372.3
HEALTHY PLANT 6ROATH OR /V AY " ( w 370.1
� . " A'
r! a C.�S i
FS 367:15 .X
$w 3(oY. i v7 F�36s:7 yM ADZES.
7. FERTILIZING, PRUNING AND AEEDIN6 AND MAINTAINING TURF AREAS XTOE 'np -641.0 FZRRE TRUCK! TURN s 36 . . Dowm5fN ` I
EL =356 AROUNID HAh#ERfiEAD -3 0� A �n
8. MAINTENANCE TO AVOID 065TRUGTION OF MOTOR15T5 VIEA5 1 In F� 370.4 ( I L
xPAD r. w w
��� 37 .6u o
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE �
�WV { 351H1 fB�GSU h� FG 370.1
XmEEd- D58:E13 \ /
10. U5E OF A TIMING DEV15E TO RUN ALL IRRIGATION (MIBATTERY BACKUP) - 4� �? ? `: =3, 1NL�
cl 38.57 i '` F5 366.0 UE FS 370:1 Io
tt. MAINTAIN THE SYSTEM CONSISTENT AITH MAMA (MAX APPLIED MATER i 4 L, fU 31eS_1 FS s.0 ` 1 FG 370.1 ®� FS 3702
ALLOWANCE) 1
FL 369.6
12. REPLACEMENT OF VEGETATION TO BE CON515TENT AITH PLANTS
°HYDROZONE° i g Lt%G�i4'° xFAL FS 370.3 LIMIT OF GARAGE _
FS •357.1 � � L M1rJ G._olA l?tPRi4P � El- 3/11 24 F �
OvjsR 5406 W H IiR @ PRIVATELY MAINTAINED FG 370.1 1
13. MAINTAIN THE (RRIOATION SYSTEM TO NOT EXCEED MAMA (MAX r� FL 356. sr/µp c►scw+n� s; BIDRErENrroN easlN FOR
APPLIED MATER ALLOAANGE) BEST MANAGEMENT PRACTICE Fs 370.7
4 NOT TO BE MODIFIED WITHOUT
G 370 PERMIT FROM THE CITY �I
6i
W `/ �; 790 SF MIN (795 SF PROPOSED) R t�D US PAVER
�I
DEEP - ROOTED DROUGHT PE L
TOLERANT PLANTS FOR 1 7 ` .•..; to �7 w ., COURTYARD FS 370.7
WELL - DRAINED SOILS OR
q�` wA TER
� �� $
OVERFLOW RISER CITY APPROVED EQUIV. j ET 3r{ FOUNT N
TGRPER PLAN v , i i TOP 111 G
_
b I . �_
3 jt-4- Pry
m ;
{ uu I
i � � -cP 3�e {•D aNl 0 , PfG P�ECT�Q�� I I De1aMSeaOT F�t37oa' � ' {� w 369.5
FS 3*J
- rr COTY
MUL $ 41 toA XP S v rJr FS 0.7
�,.
APPROVED EQUIVALENT
A-T. ReT ILL
FG 370.
I n N1 1
u ri
F 24" ENGINEERED SOIL
SDRy C! $ 0 I FS 370.7 ae
4" PIPE @ OX I - FL 356.7
- ! * .SEE NOTE BELOW FS 370 6
2" OF 318 GRAVEL �
� I
FS 370.7 •' i`
98" OF " GRAVEL I 1(a 345.4 iOCOt i =367 1
314 v
* SEE NOTE BELOW ( II I f BUILDING HEIGHT SHALL MEASURED F
1� ?At A� c AfQQ,oc TFE LOWER OF ifiE PRE EXI L]ITZ ( ��
Rye , Sri �L =i ' 1 nt" OR FINISHED GRADE, WHICFEV
IN ACCORDANCE WITH CHAPTER 30.16 OF THE
370.7
MUNICIPAL CODEL
XEO
1°57 'f3
* BIORRETENTZON 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" CEP PR0P05 rD RYSS ,
SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX j ( C
SHALL CONTAIN 50-60% SANS 20-30% COMPOST OR WARDWOORD MULCH AND ` QVERED
20 -30% TOPSOIL, FREE OF STONES, STUMPS ROOTS OR SIMILAR OBJECTS k FAr7 5 'PATIO 1 �ESI DNCL'
AND ALSO FREE OF NOXIOUS NEEDS. :, 1
*m 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE TW 357.0 • I
DEEPENED TO INCREASE THE INFILTRATIDN AND STORAGE ABILITY OF THE 9W 357.0 �KP"
' 7D 77
DETAIL t
37n FG 370
2.3
L FS 370.7 7u BW ,1
BIOxETErroLANDSOaPE BNm �D -0: �� - - _ _ . FG 370.
N.T.S. ;J f ll 1E 314,1.S i A11' 5 »
x�4' 3scs.f+ iI 11 1 1 2441 OEEMAN ORIVE °p I
2% FL 3689 JtY x 7DF
6.9 W 345.9', �. G. , .'4 1 -35 S 3 ! EE :775.31
I
W 3102.4• �x /6' ' XR6D g{o r.. t, FG 370.1
y
G 3101% U Cs► 3G 3 FG 366 ' F5: ;. F 370.7 / _ ^ -�'i`° BW' 370.0
IF 355.7 1 IN57R H F Q I
Y �' x G3 EL 3 ,
MASONPY RETAINING 0 _
WALL PER SDI C -3 __= - -
BW 356.3 x t \� IE 363 f FL FL WALL �{ C2
11 FG 378.0 W Will �- � Nr
2• _. ,:. ,. TW 171.5 - _ T.� 7W 3727-
Ala `3(01,7
TW. 377
tiff �C 'M 0 9W 363 0 7 3,
FS 374-9 �� -� i lW JV Kr ��� BW V�
FG 374.9 PROTECT EX SIIRV 3' WIDE ROCK LINED MASONRY RETAINING PROTECT EX SUgVEY
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T1d,C EXZSiING &WALE TPM /COP 2:i I TNED CHANNH
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FG 370•1 GRAPHIC SCALE
GRADING PLAN 0 10 20 30
SCALE 1`10' QAr\AAEL 4'4,
�ZGNAEL 90 F
BUII.T C'T'I STORM WATER MAINTENANCE `a y�� PASCO LARET SUITER
N.T.S.
AGREEMENT RECORDED Z� 2014 2 m No. 71651 o m
Exp. 12/31)15 & ASSOCIATES
H'3 Ib AS DOCUMENT NO. 2014 - b�(�Z? _ CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
STq CIVIC ���P 535 North highway 101, Ste A, Solana Beach, CA 92075
BRYAN M. A7165 6 DATE h 859,259.8212 fa 858.259.4812 ' inaemm inee{rimm, m
R.C.E. ND. 71651 � OF CA`VIF
EXP. 12131115 P Ili g R•
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNMG & BUILDING oESBMA D BY DRAWN KRK BY CHEBMA BY APPROVALS CITY OF ENCINITAS ENGINEERING DI PARTIVIENT DRAWMIG1W.
o- Evls� 5 3 q tb CITY OF ENCINITAS CONTROL STATION 'ENC -30': Pt ANS PREP ED UNDER THE SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: Y
A
WELL MONUMENT STAMPED "LS 3997" AT THE REVIEWED BY.
-- CENTER OF CUL -DE -SAC EAST END OF OAK CREST HORIZONAL 1"=10' zz�z ��L
PARK DRIVE AT ENTRANCE TO OAK CREST MIDDLE DATE:
SCHOOL PER ROS 18416. R.C.E. N0. 71651 MASIW MAHER GLENN PRUIM 239 & 241 SEE D
VERTICAL N A ENGINEERING PUBLIC "
DATE: BRIAN M. ARDOLINO WORKS D R CT
ELEVATIONt 388.479' DATUM NAVD -BB EXP. 12 -31 -15 PATE: _7/Z3/ 14 DATE: PLANNAG CASE N0.' 01 -186 TPMI IX? 13 -244 CDR, 13 -245 Cop A.P.N. #259 - 131 -61 6 62 SHEET 3 OF 4
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APIV 059-131-191
ANN) 259~
iGS ALONG INLETS
C zjm u, .
X&M XI5' -Nf
EROSION CONTROL PLAN
SCALE 1 " =20'
INSTALL TEMPORARY
AF111
INSTALL TEMPORARY SILT
FENCE ALONG PERIMETER
PER SC -01 AND DETAIL THIS
SHEET
INSTALL TEMPORARY
GRAVEL BAG CHECK
DAMS ALONG FLOWLIN:
PER SC -06
1. SET POSTS AND EXCAVATE A
4BY4IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 61 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN MIGHT 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 OPTIMA
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 CALIFORIVICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE DF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS G DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDEO IS NOT VISIBLE FROM EITIPO 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 AGPTrULTURE
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO aE 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
FIBS' MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY
MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INlO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -Q 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 G1.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITE:a I 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 AAR) ALL SECURITY RELEAF-
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESU - 'IF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAIN AA" - IMITTED TO THE CITY PRIOR TO START OF ANY ACH WORK.
ANY DISTURSANi.c UN 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 T "- PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
1. EROSION CONTOL MEASI RES (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 UR
STUCCO WASHOUT AREAS COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLAL;EMENT
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN DRIV.' =WAY, APO STREET.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL rItSIGN GUIDELINES FOH FuTURE
SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. ThFr'. GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE, ENCINITAS, CA 920°.1 AND ARE APPROVED AS PER PC RES.
2006 -27.
®®
Q 4 ® 4° •
°
LU • 4 ® 4
�--�
•
` ®40 4 ° b
4
WIDTH AS REQUIRED
° ` °
NOTE:
CO° ° 4
®�
TO ACCOMODATE
CONTRACTOR TO MODIFIY CONSRUCTION
° ° ° °
<
4 ANTICIPATED TRAFFIC
.ENTRANCE IN THE FIELD AS NECESSARY
�
-� -'" �/�
GRAPHIC SCALE 1 " =20'
°
,- �
•e ,®
4
CONSTRUCT SEDIMENT BARRIER AND
° °
n a ° 4 °
CHANNELIZE RUNOFF TO SEDIMENT
/
0
20 40 6 0
TRAPPING DEVICE
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
A
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
19' RADIUS
------- ,�
INTO THE TRENCH.
MIN. 20' MIN
COARSE
AGGREGATE
II
'
FIL TER
LAYERS
BAGS
1I1 I II iI I`�I
FABRIC
RUNOFF
WIT
( FILTER FABRIC
AL
I IpI �I
CON►J l R V 4 l O r l:d �1 l lull �I l�L'+ aJl'iTA
4
GRADE
GAP BETWEEN BAGS
/" / - �i =WIRE
°
° ° 4 •
ACTS AS SPILLWAY
NOT TO SCALE
4
4
° °a °
Q�pFESSIOA,
1.1 ' MIN., UNLESS OTHERWISE
Q�a�ZCNAEL
IJII,T
SPECIFIED BY A SOILS ENGINEER
GRAVEL BAG DETAIL
SILT FENCE DETAIL
PASCO LARET S l� RTE R
ON A A
NOT TO SCALE
NOT TO SCALE
¢ z m
,y m ND. 71651 o m
Exp. 12/31/15
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
BRIAN M. AROOL1NO DATE
R.C.E. N0. 71651
0" P
q
� OF CALIF
535 North Highway SDl, Ste A, Solana Beach, A 92D75
CA
EXP. 12131115
ph 858.259.8212 1 fz 858.259.4812 pieaengineeaing.e ®m
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCHMARK
SCALE
PLANNING & BUILDING
DESIGNED BY DRAWN BY
CHECKED BY
APPROVALS
CITY OF ENCINITAS ENGINFRING DEPAR'YNT
DRAWIlVG NO.
BMA KRK
BMA
In
1
CITY OF ENCINITAS CONTROL STATION 'ENC -30,
PLANS PREPARED UNDER THE
SUPERVISION OF
REVIEWED BY. SQO
EROSION CONTROL
PLAN FOR.'
WELL MONUENT STAMPED IS 3997" AT THE
CENTER OF CUL-DE -SAG, EAST END OF OAK CREST
PARK DRIVE AT ENTRANCE TO OAK CREST MIDDLE
SCHOOL PER ROS 18415.
ELEVATION' 388.479' DATUt NAVD-B8
HORIZONAL
VERTICAL_
I"=20'
N�
REVIEWED BY:
R.C.E.
BRIAN M. ARDOLINO
DATE:
NO. 71651
EXP. 12 -31 -15
,, ,, / 7
-4� f'
MASIH MAHEA GLENN ERING
ENGINEERING PUBLIC
WORKS C
DATE: I n DATE:
239 241 SEEVLAN DRI V.E
1
119 1 I -4,
DATE:
_7/23
PLANNING CASE N0.•
01 -186 TPM /COP, 13-244 CD, 13 -245 (DP
A.P.N. x`259- 131 -61 & 62
SHEET 4 OF 4
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