2013-11657 SG (Plans)R1&ff OF WAY ANTE
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.
LIRAINA(E N07E
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.
G BOUL MIM
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE RESIGN 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 GEOTECHf•NICAL INVESTIGATION( PROPOSED SIDE
FAMILY RESIDENCE, 870 DEVONSHIRE DRIVE ENCINITAS, CA" PREPARED BY COAST GEOTECHRNICAL
DATED NOVEMBER 19, 2007 AND UPDATE REPORT BY COAST GEOTECHICAL DATED JULY 1, 2013.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMENDATIONS 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- ESTABLISHEO 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 OBE -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 GRAD NG OPERATIONS SHALL COMMENCE UNTIL APRE- 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 HALL ROUTE. THE DEVELOPER
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE
WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETIO4 CF THE WORK (RIDER 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. 11529 -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 O TRENCHES. HE SHALL SUBMIT
SOILS REPORTS AS REQUIRED AND WILL DETER 41AE 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 INTENGLD
USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
POSITIVE DRAINAGF AND PREVENT PONORG OF WATER. HE SHALL CONTROL SURFACE WATER
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL
TAKE REMEDIAL MEASUE 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 ADD
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED
TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
BE THE CONTRACTOR'S RFSPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL
IN STRICT ACCORDANCE WLiH SPECIFICATIONS.
15. CUT AND FIR_ SLOPES SHALL DE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SURFACE aG UNIFOFRN 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 ORDINAALE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
?ILED OR OTHERWISE DISPOSED OF OFF THE SITE BY TIE CONTRACTOR SO AS TO LEAVE
THE AREAS THAT HAVE BERN CLEARELI WITH A NET AND FINISHED APPEARANCE FREE FROM
UNSi3HHTLY 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 R3 -ERRED 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 CANDY 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 MST NOT BE
DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL,
AUTTFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SOWN ON THESE PLANS,
HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTL ES LOCATED AT THE WORK SITE. IT IS
THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION
OF UTILITIES AND NOTIFICATION OF COM ENCEAENT OF WORK:
A. SEWERS - CSO - (760) 633 -2600
B. GAS & ELECTRIC - SOGE - (760) -438 -6200
C. WATER - OMWG - (760) 632 -4209
D. TELEPHONE - SBC BELL - (760) -4B9 -3411
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE.'
(760) - 633 -277n. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUBJECT TO R('JECTION AND REMOVAL.
ERi7s1(NV CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JENNIFER KROLL AT 619.689.9000,
24 HODS 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
LWOESEEN 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
INCOPORATED 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.
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 AHG /O7 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 AMIOR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUBDCOVER PRIOR
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOE TOWARD THE APPROVED
BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR
HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
DISCHARGE IT TO AN ADEQUATE 1TP18MP.
6. ALL STORMWATER IMP /BAP FACILITIES SHOWN WFEON 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 ENCLOSREE. 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 BERN} CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW
ROLLING OF THE DUPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR
MAY HAVE A DRAIN THAT DISCHARGE'S THROUGH AN ADEQUATELY SIZED OIL/ CEASE
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.
S7WftTER P(N_LUTION CONTFROL BW NOTES FELATI►E TO COAISTRUCTIOM ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA
TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY,
MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR
ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT
LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED T N 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 AWAY 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 MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER VEGETATION, AND
BOOED FIBER MATRIX.
AD EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUD THE CONSTRUCTION
SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTEU_Y NECESSARY. LARGE PROJECTS
SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL
GROUND COVER, 00 NOT REMOVE TREES OR SHRUBS <AWECESSARILY,' THEY HELP DECREASE
EROSION.
N07Ea
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 T14E 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 ON SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER -
ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED 1•
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 2•
DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO
WASHOUT AREAS, COVERED STORAGE AREAS FOR
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS 3•
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.
EROSION CONTROL CONT...
TEMPORARY VEGETATION MIST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIRO THE
SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCA TION AND GRADING
ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON-SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT
OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
STORED ON -SITE.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE
ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND
STOiURAIN 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 PERFON4 CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
REQUIREMENTS. THESE BAP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING, ON SITE.
THE PROPERTY OWNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROAN.
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 DUWSTERS TO DIVERT THE NATURAL STORM RUNOFF.
DUPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUNPSTER 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 MST ROUTINELY CHECK AID CLEAN RP 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 DIEGUITO MATER DISTRICT
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 LDER 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 COMITTE (WASO 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 WREN 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 PETERS MST 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.
EARITAURK L14TA:
450 CUBIC YARDS REMEDIAL
120 CUBIC YARDS EXCAVATION (CUT)
70 CUBIC YARDS EMBANKMENT (FILL)
50 CUBIC YAROSEXPORT
* ESTIMATE DOES NOT INCLUDE STRIFPINGS, UTILITY TRENCH VOLUMES OR ANY
OVEEXCAVATION, 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 OUANTITIES 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
THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A
(EXCLUDING ANY EXISTING MAN MADE SLOPES),
THE MAXIMUM VERTICAL DEPTH OF CUT IS 4 FT AND THE' MAXIMUM
VERTICAL HEIGHT OF FILL IS 3 FT
AJ AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 1.3 FT
OF CUT AREA OF CUT (S.F.)
BJ AVERAGE DEPTH = VOLUME OF FILL (CUFJ = 1.3 FT
OF FILL AREA OF FILL (S.F.)
SEWER NOTE?; LEGAL DESMIPTI(NV
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC THE SOUTH 63' OF LOT 5 IN BLOCK B OF ENCINITAS HIGHLANDS, THOMAS & JENNIFER KROLL
WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO KROLL FAMILY TRUST
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION( (ADOPTED BY THE SAN MAP THEREOF NN0.2141. FILED IN THE OFFICE OF THE COUNTY 646 DEVONSHIRE DRIVE
DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO REGIONAL STANDARD DRAWINGS RECORDER OF SAN DIEGO COUNTY, DECEMBER 4, 1928. ENCINITAS, CA 92024
(LATEST EDITION) AND THE FOLLOW-TAG SPECIAL PROVISIONS: 619.889.9000
1. TRENCH WIDTH SHALL BE PER SDRSD No.S -4 LAI ESS OTHERWISE NOTED. A.PA: KM ADMM
2. PIPE AND BEDDING CONDITIONS: 258 -234 -25 846 DEVONSHIRE
(A) ALL PIPE SHALL HAVE 4" MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH THE PIPE. LAMDSGIPIM6 ENCINITAS CALIFORNIA 92024
(B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES 1. ALL SLOES SHALL BE PLANTED AND IRRIGATED IN ACCORDABLE WITH PLANS APPROVED
MINIMA ABOVE THE PIPE SHALL BE SAND GRAVEL, CRUSHED AGGREGATE, NATIVE BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING
FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. ORDINANCE AND ALL ADOPTED LANDSCAPE Alm IRRIGATION STANDARDS.
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INO-RES 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO
MINIMUM ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ROOK. A.B.S. SOLID WALL PIPE OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER
MAY BE USED ONLY WHERE" PIPE INVERT GRADES ARE 1% OR GREATER. i AND APRIL 15.
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS SEWER SERVILE LATERALS
AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE EXISTING PROPOSED* NET CHANGE
TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. IMPERVIOUS AREA IMPERVIOUS AREA
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SDRSO No.S -17. POKED IN
PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF 0 SF 720 SF 720 SF
POUR. PRECAST MANfO.E BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR
SYSTEMS WITH INSPECTORS APPROVAL.
*EXCLUDING ROOFTOPS
5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER SDRSO Nos.S -13 AND S -14.
LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANGLES.
6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER SORSO NO3-10, TYPE A.
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER.
B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL
BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR TO ACCEPTANCE OF WORK.
OMENS OERTIFICAIE
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD OPERATIONS DIVISION 48 HOURS ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARM= NECESSARY FOR
IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. (760) 633 -2770. AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY S ENGINEERING SERVICES I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT OF WAY. WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE
COMPACTION AND STABILITY OF THE SITE.
13. THE CONTRACTOR SHALL, AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE
YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR 7 / N
REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE / /l/ p ,A
DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS
WITHIN THE LINE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER THWAS OR JENNIFER KROLL DATE
TO THE OWNER EXCEPTING ORDINARY WEAR AID TEAR, UNUSUAL ABUSE OR NEGLECT. KROLL FAMILY TRUST
846 DEVONSHIRE DRIVE
ENCINITAS CA 92024
14. CONTRACTOR SHALL FURNISH AID INSTALL, PER SPECIFICATIONS, THE APPROPRIATE BURIED 619.889.9000
UTILITY WARMING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES AM PORTIONS
OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS. SOUS ENGDEERS CPRTIFrATF
15. 'AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. a
1 _ULLy' 44_vdL if A REGISTERED CIVIL ENGINEER IN THE STATE OF
16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC CALIFORNIA. PRINCIPALLY DOING BUSINESS IN THE FIEND OF APPLIED SOIL
SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STURDY OF THE SOIL
ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNGLR MY
DIRECTION BETWEEN THE DATES �- 4 - " °; AND gyp' ONE CUNPLETE
17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO COPY OF THE SOILS REPORT COMPILED FROM THIS STURDY, WITH MY
CONNECTION TO SYSTEM. RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
EASEMENTS PER TITLE REPORT PREPARED BY FIDELITY NATIONAL
TITLE, INC. DATED JULY 20, 2012, DEER NO. 186- 992 -JO
AN EASEMENT GRANTED TO SAN DIEGO CONSOLIDATED
GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES,
INGRESS AND EGRESS BY DOCUMENT RECORDED
FEBRUARY 17, 1931 IN BOOK 186E PAGE 147 OF DEEDS.
AN EASEMENT FOR TIE CONVEYANCE OF ELECTRICITY
AND APPURTENANCES RESERVED IN DOCLAENNT
RECORDED DECEMBER 10, 1936 IN BOOK 590, PAGE 479
OF OFFICIAL RECORDS. THE EXACT LOCATION OR EXTENT
OF SAID EASEMENT IS NOT DISCLOSED OF RECORD ANT
NOT PLOTTED HEREON.
VICD= MAP
NTS
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 AM SPECIFICATIONS.
y
SIGNED:
RCE Nb.
EXP. DATE.° 1Z- 37-(3_ L
COAST GEOTECHNNICAL
779 ACADEMY DRIVE
SOLANA BEACH, CA 92075
858.755.8622
W.O. P- 533087 "* "
STATEMENT OF B6DEER OF AUNK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGiPEEERS 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 PERFUMED 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 SU FFFICIENOY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE TIE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
AND FOLD HARMLESS THE CITY OF ENCINITAS AID 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 AM SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WOR PERFORMED BY THE ENGINEER.
BRIAN MICHAEL ARDOLINO DATE
RCE No. 71651
PASCO LARGT SUTTER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
PLEA 2068
& ASSOCIATES
CIVIL ENGINEERING + LANK PLANNING + LANK SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 fz 858.259.4812 1 plaeengineering.com
No. 71651
Exp. 12/31/13
111101")lzbc, a• I .. ...
N BMP STATUS: I
AS BUILT ENCITRTAS FIRE PROTBCTION DUST. SAN DIEGUITO WATER DISTRICT ENCINITAS PARKS 6t RECREATION EKCR41TAS PUBLIC WORKS
~-
T4E ' R IE ED Y. REV � ?IDnB
•
BRIAN MICHAEL ARDOLINO DATE K� r�
__. _.._.
R.C.E. N0. 71651 - •�• 13 - $ -47 -/3 ATE: 3 $ 2q ZAl 3
D E ° nrnAMA- f l = =V Tn�E n V=enn A==M nary DATE: ATE.°
EXP. 12 -31 -13
REVISIONS APPROVED DATE REFERENCES DATE BENCEMMM SCAIE PL,ANNMG & BUILDING DESIGNED o ev DRAWN BMA BY cHENJs BY APPROVALS C= OF ENCORTAS ENGINEERING DEPARTMENT DRAWING NO.
s 131-1 2.5" CITY OF ENCINITAS BRASS DISCK STAMPED PLANS PREPARED UNDER THE SUPERVISION OF PECOMMENDEDVO APPRO D SIMPLIFIED GRADING PLAN FOR
cr: ray 14 ` _< 7."(! • 'EMC -4B" IN THE NE CORNER OF DRAINAGE BOX REVIEWED B
OV THE NORTH SIDE OF SANTA FE DRIVE, WEST HORIZONAL N/A �-� DATE: ' 23.13 BY.' • /In � -
- - -- OF HWY 5 IN THE AE QUADRANT OF ENTRAN;E �- BY:
TO SCRIPPS MEMORIAL HOSPITAL ___ R.C.E. N0. 71651 MASIH MAHER GLENN PRUIM H4I'i DEV ®NS DRIVE 11657 -SG
- - VERTICAL _N/A - _ ? N 3
A.P.N. #258 - 234 -25
ELEV.' 173.376' DATUUt NAVDBB DATE.' BRIAN MICHAEL ARDOLINO EXP. 12 -31 -13 SHEET Z OF 3
- - DATE: - _/ DATE: /3 GDP: 13 -049
B12312013N. \Active Jabs \2068 Kroll \DRAWING \2068 PGP.oro PLSA 2068
QQ
LANDSCAPE EFFICIENCY BW N07M
1. WATER IS TO BE DIVERTED FROM HARDSCAPE AND ROOFS
INTO STORMNATER BMP AREAS.
2. IRRIGATION SHALL BE DESIGNED TO LANDSCAPE
IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA
3. ALL IRRIGATION SHALL BE GROUPED INTO HYDROZONES
AND DESIGNED TO DELIVER WATER TO HYDROZONES BIASED
ON MOISTURE REOUIREMENTS
4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH
RAIN SENSING SHUTOFF AND SOIL MOISTURE SENSING DEVICES
5. PLANTS, WERE POSSIBLE, WILL BE ROOT WATERED VIA
SOAKER HOSES OR XERISCAPING
6. DROUGHT TOLERANT PLANTS AND LOW WATER USE PLANTS
ARE TO BE USED TH9 HOOT THE LANDSCAPE
7. HIGH WATER USE PLANTS WILL BE LIMITED
B. TURF AREAS ARE TO BE HELD TO AN ABSOLUTE MINIMUM.
LOWER WATER USE TURF SHALL BE USED WHEN POSSIBLE.
9. A MAINTENANCE SCHEDULE SHALL BE PROVIDED INCLUDING
A. IRRIGATION WATERING RUNOFF EROSION OR IRRIGATION
SYSTEM FAILURE
B. MINIMIZING OVERSPRAYING ONTO HARDSCAPE AREAS
C. REPLACEMENT OF DEAD, DYING OR DISEASED VEGETATION
D. ERADICATION OF INVASIVE SPECIES
E. REPAIR IRRIGATION SYSTEM & COMPONENTS
F. REPLENISHING MULCH
G. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND
MAINTAIN HEALTHY PLANT GROWTH.
H. FERTILIZING, PRUNING, WEEDING AND MAINTAINING HEALTHY
PLANT GROWTH
I. MAINTAIN TO AVOID OBSTRUCTION OF MOTORISTS VIEWS.
J. IDENTIFY WHO IS RESPONSIBLE TO MAINTENANCE
10. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE
WATER FEATURES
11. MULCH WILL BE USED ON SLOPES LESS THAN al TO A DEPTH
OF 3" TO MINIMIZE EVAPOTRANSPIRATION.
12. SOIL AMENDMENTS WILL BE USED TO CREATE AND MAINTAIN
A HEALTHY GROWING MEDIUM FOR ALL PLANT MATERIAL.
SOIL TESTING WILL BE UTILIZED TO IDENTIFY ANY SOIL
DEFICIENCY AND OFFER AMENDMENT RECOMMENDATIONS. -
11 THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE
MAXIMUM APPLIED WATER ALLOWANCE (MAWA).
I-_J i "5 vt�k
PROPERTY LITE
PROPERTY SETBACKS
PROPOSED CONTOURS
EXISTING CONTOURS
EXISTING EASEMENT
PROPOSED LIMLi OF GRADING
CENTERLINE
EXISTING WATER MAIN
EXISTINC SEWER MAIN
EXISTING GAS MAIN
DRAINAGE DIRECTION
FLOWLINE DIRECTION
PROPOSED PCC PAVEMENT
PROPOSED BITORETENTION BW
AREA PER DETAIL
fj, 006fjT TOLERANT
PLANTS (TYPJ
6- MINI",
[25��
................
W W
-W --------- W_
-0
2" HARDWOOD MULCH/
GRASS COVER OR CITY
APPROVED EQUIVALENT
AF-1q, 25& 234 13 '
8
rj
GAS 9
PROPOSED BIGRETENTION 1
LANDSCAPE DETAIL NOT TO
BE MODIFIED WITHOUT TW
PERMISSION OF THE CITY'
OF ENCINITAS TO BE
PRIVATELY MAINTAINED
...... . ..........
/�il x RIP -RAP
EPEROY DISSIPA TOR
FG 179 .5 f PER FG 177-.7
V, 177.7
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FIRE ADIM
1. GRASS -CRETE SHALL BE INSTALLED TO SUPPORT A MINIMUM
OF 75000 LB
2. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN
UNOBSTRUCTED VERTICAL GLEARENCE OF NOT LESS THAN 13 FEET
6 INCHES
Ifflai
11 0_110
W1
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MAINTENANCE AGREEMENT
k
REC.
CENTERLINE OF
DEVONSHIRE
�_,
.3
4
D. STRICT TO INSTALL
W, TER'. SERVICE AM I!
7
PROPO
4" PCC
PROF05ED
RESIDENCE
4
R - FLUSH CURB
10
TA. 5+52.00
T 4"
LATERAL
P 1612.
2%
FF=153.5
FAD=02. 83
T
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PAD=1&1.33
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EXISTING SHED
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TO BE REMOVED
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SEDEB OFFT T11ON
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APN 2-56-234-24
BE
M00-1p 171
F WITHOUT THE
PERMISSION
OF M, CITY
OF ENCINITAS TO BE PRVATELY
MAINTAINED (APPROX 105 SF)
:
PROPOSED RIP-RAP
RIP -RAP
ENERGY DISSIPA TOR
PER SURSO D-40
f
IN
a
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FIRE ADIM
1. GRASS -CRETE SHALL BE INSTALLED TO SUPPORT A MINIMUM
OF 75000 LB
2. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN
UNOBSTRUCTED VERTICAL GLEARENCE OF NOT LESS THAN 13 FEET
6 INCHES
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W1
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INSTALL GRASS -CRETE W/
FIFE ACCES
X BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINI" 24" DEEP NUMTOL.
"SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX 2" SAAR BEDDING PER
SHALL CONTAIN 50-60X SAW, 20-30% COMPOST OR HAROWOORD MICH, AND MAWA CALCULATION MANiEACTUER S SPECS
20-30% TOPSOIL, FREE OF STONES, STUMPS ROOTS, OR SIMILAR OBJECTS I I
AND ALSO FREE OF NOXIOUS NEEDS. GROSS LOT AREA = 10,292 SF
xx 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12- BUT MAY BE
GRAPHIC SCALE 1"=io' 8569-11-49
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE TOTAL AREA EXEMPT = 10,157 SF 6"
DETAIL FROM MAWA CALCULATION O4 CLASS THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED TOTAL LANDSCAPE AREA 42�9X0.23XI35= 1,332.0 ETD
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE N4 TbRAL GRADE 0 �0 20 30
BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
QAOf ES Sjr
ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST I" BELOW GRASS -CRETE DETAIL A L
ADJACENT FINISHED Stff FACE PAS CO LARET SUITER
BIORLMEIIMON DETAIL
CD No. 71651 m & ASSOCIATES
SCALE.' 1 "=2' Lu 0 M
Exp. 12/31/13 m CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
W141A0 VATC" CIVIL ph 858.259.3212 1 fa 859.259.4812 plsaengineering.com
1071(f-fl - Ur LA P
12- 51.1'
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUH-DING DESIGNED BY DRAWN BY CHECKED BY
13mA BMA Wis APPROVALS C= OF ENCINITAS 0qGRqEffiRWG DF.PARTAffilfr DRAWING NO.
q% l 2.5" CITY OF ENCINITAS BRASS DISCK STAMPED PLANS PREPA ED UNDER THE SUPERVISION OF RECOMMENDED AP SIMPLIFIED GRADING PLAN FOR
ENC-48- IN THE NE CORNER OF DRAINAGE BOX HORIZONAL NIA REVIEWED BY.•
ON THE NORTH SIDE OF SANTA FE DRIVE, WEST cs�z_ BY: ��
OF HWY 5 IN THE AE QUADRANT OF ENTRANCE ';A HE 11 657-SG
DATE. B-ZI-19 B Y.- _A/1
TO SCRIPPS MEMORIAL HOSPITAL P. C. E. NO. 71651 MASIH' W�R "&WAf jOOCUZM WDEVONSmZE DRIVE
j ELEV., 173.376' QATtA VERTICAL NN/A t NAV088 DA TE., BRIAN MICHAEL ARDOLINO EXP. 12-31- A.P.N. #258-234-25 13 DATE. "j,119 DATE: - f/x)0_/3_ CDP.* 13-049 SHEET 2 OF 3
812312013N. \Active Jobs\2068 Kroll \OPAWING\2068 PG77=1707SA 2068
e4701t"_TC0f- TO bV-*;Q
fe", -OF-Wft(
INSTALL GRASS -CRETE i
PER T I
MAINTENANCE AGREEMENT
IDOC. NO. ml-ORM7
REC.
CENTERLINE OF
DEVONSHIRE
.3
SA ,5+70.00
D. STRICT TO INSTALL
W, TER'. SERVICE AM I!
20•
M TER, AT OWNERS EXPENSE
CI YS7RUCT 6'X16"
R - FLUSH CURB
10
TA. 5+52.00
T 4"
LATERAL
S_
'AS 1b
OG PAT
�
- EXISTING 6" AC
IWATER MAIN
,H -
EX B" V.L;jj. j-(
STING
19t 9 R AN
1111 t
II
til
INSTALL GRASS -CRETE W/
FIFE ACCES
X BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINI" 24" DEEP NUMTOL.
"SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX 2" SAAR BEDDING PER
SHALL CONTAIN 50-60X SAW, 20-30% COMPOST OR HAROWOORD MICH, AND MAWA CALCULATION MANiEACTUER S SPECS
20-30% TOPSOIL, FREE OF STONES, STUMPS ROOTS, OR SIMILAR OBJECTS I I
AND ALSO FREE OF NOXIOUS NEEDS. GROSS LOT AREA = 10,292 SF
xx 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12- BUT MAY BE
GRAPHIC SCALE 1"=io' 8569-11-49
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE TOTAL AREA EXEMPT = 10,157 SF 6"
DETAIL FROM MAWA CALCULATION O4 CLASS THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED TOTAL LANDSCAPE AREA 42�9X0.23XI35= 1,332.0 ETD
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE N4 TbRAL GRADE 0 �0 20 30
BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
QAOf ES Sjr
ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST I" BELOW GRASS -CRETE DETAIL A L
ADJACENT FINISHED Stff FACE PAS CO LARET SUITER
BIORLMEIIMON DETAIL
CD No. 71651 m & ASSOCIATES
SCALE.' 1 "=2' Lu 0 M
Exp. 12/31/13 m CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
W141A0 VATC" CIVIL ph 858.259.3212 1 fa 859.259.4812 plsaengineering.com
1071(f-fl - Ur LA P
12- 51.1'
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUH-DING DESIGNED BY DRAWN BY CHECKED BY
13mA BMA Wis APPROVALS C= OF ENCINITAS 0qGRqEffiRWG DF.PARTAffilfr DRAWING NO.
q% l 2.5" CITY OF ENCINITAS BRASS DISCK STAMPED PLANS PREPA ED UNDER THE SUPERVISION OF RECOMMENDED AP SIMPLIFIED GRADING PLAN FOR
ENC-48- IN THE NE CORNER OF DRAINAGE BOX HORIZONAL NIA REVIEWED BY.•
ON THE NORTH SIDE OF SANTA FE DRIVE, WEST cs�z_ BY: ��
OF HWY 5 IN THE AE QUADRANT OF ENTRANCE ';A HE 11 657-SG
DATE. B-ZI-19 B Y.- _A/1
TO SCRIPPS MEMORIAL HOSPITAL P. C. E. NO. 71651 MASIH' W�R "&WAf jOOCUZM WDEVONSmZE DRIVE
j ELEV., 173.376' QATtA VERTICAL NN/A t NAV088 DA TE., BRIAN MICHAEL ARDOLINO EXP. 12-31- A.P.N. #258-234-25 13 DATE. "j,119 DATE: - f/x)0_/3_ CDP.* 13-049 SHEET 2 OF 3
812312013N. \Active Jobs\2068 Kroll \OPAWING\2068 PG77=1707SA 2068
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRAND 6:1 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. THEE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS LN-ESS 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 y`
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 AGE OF ZOR RO FESCUE
3. 3 LBS PER AGUE OF E SCHOOL CIA CALIFORINICA
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 G OE 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 CEPARTMENT 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 AW40NIU M 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 O.,
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 AHENUENTS, PH ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS TO PROVIDE VIABLE COOITIONS 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
PER WIvT LANDSCAPING• UNTIL THE PROJECT IS COMPLETED AND ALL SECULARITY RELEASED.
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 RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWAER
MUST BE OBTAINED AND 1"ITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AVTHDRIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REOUIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER; JUTE
MATING) MUST BE IMPL.PtiENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASUREES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
IN PLACE T^ 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 PLACE"_S ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE, ENEINITAS, CA 92024) AID ARE APPROVED AS PER PC RES.
2006 -27.
LEGEND
ITEM SYMBOL
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ALONG THE LINE OF POSTS.
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
COARSE TRAPPING DEVICE
AGGREGATE �-
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FABRIC
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LU ° ° ° ANTICIPATED TRAFFIC WITH ENDS OVERLAPPED
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1.1' MIN., UNLESS OTHERWISE ° ° ° ° GAP BETWEEN BACS INTO THE TRENCH. 0 10 20 30
SPECIFIED BY A SOILS ENGINEER ° °� •® ° ACTS AS SPILLWAY gyp ,� AIM pyErr, q yT
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BRIAN M. ARDOLI a CONSTRUCT7ONE I'i'RANCE DETAIL NOT TO SCALE 555 North Highway 101, Ste A, Solana Beach, DA 92 ®75
R.C.E. NO. 71651 S'lq CIVIL r4Q h 858.259.0212 1 ffa 858.259.e4812 � Ipflsaengineering.com
EXP. 12131113 NOT TO SCALE 0. TT1T T��T OF CA\_
REVISIONS APPROVED DATE REFERENCES DATE BENCEMA.RK SCALE �G & BIJILDII G DESIGNED BY DRAWN BY CHECKED eY_ - APPROVALS CI•I•Y OF ENCII�TITAS $NGI�G DFIR RTATENT DRAWING NO,
LJA IL BMA BMA WJS
2.5" CITY OF ENCIrNITAS BRASS DISCK STAMPED PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROJ�ED EROSION CONTROL PLAN FOR:
- 'PTE -4B" IN THE NE CORNEJR OF DRAINAGE BOX REVIEWED BY: w^ y c
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- - � Y NORTH SIDE E EANTA RE
OF RIVE, WET HORIZONAL N/A � �� �� DATE: $1S-13 BY: __ 1 . BY: 1165°7 SG
TO SCRIPPS MEMORIAL HOSPITAL 7 R. C. E. NO. 71651 MASIH MAHER GLENN PRUIM S�6 DF.V®NSHIRE D
VERTICAL NIA ATE. BRIAN MICHAEL ARDOLINO A.P.N. #258 - 234 -25
- ELEV.- 173.376' DATW.. N4V088 EXP. 12 -31 -13
DATE.. / � 3 DATE: 9 09 COP: 13 -049 SHEET 3 OF 3
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CONTRACTOR TO MODIFIY CONSRUCTION 4 BY 4 IN (10 BY 10 CM) THE POSTS.
ENTRANCE IN THE FIELD AS NECESSARY TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
COARSE TRAPPING DEVICE
AGGREGATE �-
FILTER A
FABRIC
ORIGINAL W °• „ � -�� �-
GRADE ¢
r/ 4 IN (10 CM)
°° °4 WIDTH AS REQUIRED
° Z ° 8 °° GRAPHIC SCALE 1 " =10'
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LU ° ° ° ANTICIPATED TRAFFIC WITH ENDS OVERLAPPED
® ®® THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
1.1' MIN., UNLESS OTHERWISE ° ° ° ° GAP BETWEEN BACS INTO THE TRENCH. 0 10 20 30
SPECIFIED BY A SOILS ENGINEER ° °� •® ° ACTS AS SPILLWAY gyp ,� AIM pyErr, q yT
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BRIAN M. ARDOLI a CONSTRUCT7ONE I'i'RANCE DETAIL NOT TO SCALE 555 North Highway 101, Ste A, Solana Beach, DA 92 ®75
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EXP. 12131113 NOT TO SCALE 0. TT1T T��T OF CA\_
REVISIONS APPROVED DATE REFERENCES DATE BENCEMA.RK SCALE �G & BIJILDII G DESIGNED BY DRAWN BY CHECKED eY_ - APPROVALS CI•I•Y OF ENCII�TITAS $NGI�G DFIR RTATENT DRAWING NO,
LJA IL BMA BMA WJS
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- - � Y NORTH SIDE E EANTA RE
OF RIVE, WET HORIZONAL N/A � �� �� DATE: $1S-13 BY: __ 1 . BY: 1165°7 SG
TO SCRIPPS MEMORIAL HOSPITAL 7 R. C. E. NO. 71651 MASIH MAHER GLENN PRUIM S�6 DF.V®NSHIRE D
VERTICAL NIA ATE. BRIAN MICHAEL ARDOLINO A.P.N. #258 - 234 -25
- ELEV.- 173.376' DATW.. N4V088 EXP. 12 -31 -13
DATE.. / � 3 DATE: 9 09 COP: 13 -049 SHEET 3 OF 3
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