2013-11700 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.
GENE M 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 'REPORT OF LIMITED GEOTECHNICAL INVESTIGATION PROPOSED
SINGLE FAMILY RESIDENCE 2477 SAN ELIJO AVENUE, ENCINITAS, CA 92007, ASSESOR'S PARCEL
NUMBER 261- 101 -37" PREPARED BY C.W. LA MONTE COMPANY INC.4350 PALM AVENUE, SUITE 25
PROJECT NO. 136243 DATED JUNE10, 2013.
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. 11700 -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
OBSERVATI6NS 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
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS,
HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
THE 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 COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760) 633 -2600
B. GAS & ELECTRIC - SOGE - (760)- 438 -6200
C. WATER - OMWD - (760) 632 -4209
D. TELEPHONE - SBC BELL - (760) -489 -3411
E. CABLE TV - COX COMMUNICATIONS- (760) -806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE.'
(760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUBJECT TO REJECTION AND REMOVAL.
I AS BXI LT
-0, l:l/ '`k! lx -%-,A
BRIAN M. ARDOLINO DATE
R.C.E. NO. 716,51
EXP. 12/31/11
REVISIONS I APPROVED I DATE I REFERENCES
111,41.141
ENYBDOENTAL NOTES:
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 IS 1 FT AND THE MAXIMUM
VERTICAL HEIGHT OF FILL IS 1 FT
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 1.3 FT
OF CUT AREA OF CUT (S.F.)
B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 1.0 FT
OF FILL AREA OF FILL (S.F.)
Effie MORK DATA
REMEDIAL: 450 CUBIC YARDS EXCAVATION
BO CUBIC YARDS EXCAVATION (CUT)
10 CUBIC YARDS EMBANKMENT (FILL)
70 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.
SHRINKAGE OR ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
DEPTH & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION
BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION
CONCRETE WASHOUT
CONTRACTOR 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
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 A AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING, AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX.
NO 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.
ERQSIQN CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KENNETH APPEL AT (619) 993 -8398,
24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOP 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 4. 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 AND /OA INTO THE PUBLIC STORM
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 /OA THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE DRIVEWAYS, OR ANY OTHER IMPERVIOUS
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE ,TOWARD THE IMP /BMP AREA OR
HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
DISCHARGE IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
ALTERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
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 DUMPSTEA 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.
EROSION CONTROL CONT...
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE
SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT
OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
STORED ON -SITE.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE,
ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND
STORMDRAIN 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 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 (BOO) 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.
LANMCAPING
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.
REVIEWED BY:
t.1��lls
DATE.'
DATE BENCB ViARK SCALE PLANNING & BUR DING
CITY OF ENCINITAS SURVEY CONTROL REVIEWED
NETWORK, POINT NUMBER. 1042 HORIZONAL N/A
STATION NAME: ENC -42 �`°`�� L
ELEV. = 16.938' NAVD 88 VERTICAL N/A I/ -?- - (3
DATE:
1 I' • ` G1' 1
SITE ADp�SS Of�PERMITTEE
261 - 101 -37 2477 SAN ELIJO AVE LAURA RANDOLPH
ENCINTAS, CA. 92024 MANAGER BUNKER TRUST
2866 MODENA PLACE
LEGAL DESCRIPTIfiN SAN DIEGO, CA 92130
LOTS 29 AND 30 CONSOLIDATED INTO ONE LEGAL LOT IN BLOCK 6 858.761.8061
OF CARDIFF, ACCORDING TO THE MAP THEREOF NO. 1298, FILED IN
THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY
NOVEMBER 14, 1910 PER CERTIFICATE OF COMPLIANCE AS DOC.
NO. 2013- 0630840 REC. OCT. 22, 2013.
SAN DIEGUITO WATER 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 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 TD 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.
SEDER NOTES
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN
DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO REGIONAL STANDARD DRAWINGS
(LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS:
1. TRENCH WIDTH SHALL BE PER SDRSD No.S -4 UNLESS OTHERWISE NOTED.
2. PIPE AND BEDDING CONDITIONS:
(A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE.
(B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES
MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE
FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER.
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES
MINIMUM ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ROCK. A.B.S. SOLID WALL PIPE
MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER.
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS
AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE
TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR.
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SDRSD No.S -17. POURED IN
PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF
POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR
SYSTEMS WITH INSPECTORS APPROVAL.
5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER SDRSD Nos.S -13 AND S -14.
LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES.
6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER SDRSD No.S -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.
9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER
IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE.
10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
11. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS FIELD OPERATIONS DIVISION 48 HOURS
IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. (760) 633 -2770.
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES
DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT OF WAY.
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
REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE
DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS
WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER
TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT.
14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE BURIED
UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS
OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS.
15. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK.
16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC
SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE
ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS.
17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO
CONNECTION TO SYSTEM.
0
DATE.'
SIGNATURE EXPIRES 2 YEARS AFTER DATE
PLANS PREPARED UNDER THE SUPERVISION OF
DATE: II -I -I3
7 ..r R.C.E. NO. 71651
BRIAN M. ARDOLINO EXP. 12 -31 -13
EXISTING ONSITE I PROPOSED ONSITE I BUILDING
AREA IMPERVIOUS AREA
(EXCLUDING ROOFTOPS) (EXCLUDING ROOFTOPS) PBRbW #
OMERS CERTIFrATE
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 TD SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE
COMPACTION AND STABILITY OF THE SITE.
LAURA RANDOLPH
2866 MODENA PLACE
SAN DIEGO, CA 92130
?
DATE
SOILS ENGDYEER S CERTIFICATE
I, SSA t1����1B1�P�eW REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION BETWEEN THE DATES S? ! _ AND A- e-"LL . 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 GRADI PLANS AND SPECCT u
SIGNED_ EXP. DATE. !2 -/ �' %-- a�----- - - - - --
C.W. LA MONTE COMPANY INC. 4350 PALM AVENUE, SUITE 25 t PROJECT NO. 136243
PHONE: (609) 462 -9661
STATEMENT OF ENSDgER OF NOW
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 'FE ENGINEER OF RESPONSIBIIITY 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 WO PERFORMED BY THE ENGINEER.
BY:
BRIAN MICHAEL ARDOLINO DATE
RCE N0. 71651
((!umyjPASCO LARET SUITER & ASSOCIATES 535 N. COAST HIGHWAY 101 o No. 71651
SOLANA BEACH CA, 92074 Exp. 12/31/13
PLSA 2013_
STATUS:
0 SF .D ..0 .D I. 1 STANDARD PROJECT
PJ M.
jn
APPROVALS
REVIEWED BY :S
GLENN
MASIH MAHER ENGINE
WORKS
DATE. l 2 / 23 13 DATE: ,
3 ( /(*5
YlCIN 1 1. M"ir
(T. B. #1147 -E7) NTS
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 ! fz 858.259.4812 1 Plsaengineering -COM
CITY OF ENCYNITAS ENGuiEEFJNG DEPARTNMNT D
GRADING PLAN FOR: n A
AIM 477 SAN ELIJO AVE 11700 -G
2
NG & PUBLIC
ECTQP
% 13 -006 PMWOCDP A.P.N. #261 - 101 -37 SHEET 1 OF 3
an ioni�nganr\e� +;va .1nha \9n95 RANMI PH \2025.Dr0 PLSA 206
i
Q
LEGEND
PROPERTY LINE
e
PROPOSED SETBACKS
- - - -
EXISTING CONTOURS
......................... 25:0...........................
EXISTING EASEMENT
-
EXISTING EDGE OF PAVEMENT
20'
EXISTING WATER MAIN
✓r'-
EXISTING SEWER MAIN
.................. ;s -
PROPOSED SEWER SERVICE
TRICT TO INSTALL 1"
ER SERVICE AND DUAL
PROPOSED WATER SERVICE
W
DRAINAGE DIRECTION
^���
GEN. UTILITY
PROPOSED 4" PCC CURB
RIGHT-
OF-WAY
PROPOSED PVC PIPE
- -
DRAINAGE PATH
-- - --
i
! \.
I \
) O i,,
( EENG 1 NO NOTE:
1 ALL FENCING SHALL BE A MAXIMUM 4' SOLIS THIN
! THE FIRST FI F EEN FEET OF THE PROPERTY FROM THE
I ! FRONT PROFE TY LINE f
-- -__ -- I
t3 INSTALL 6 ; r Lit `t i it tr tT .. a )t 11%Ci -- y
I i j YA DRAIN i �;t,fGr:: L.•f!?Y \; DRIVEWA:<'
l TG 9.1.
IE
FG I FS 157.7 g APE TALL BAP PER DETAIL NOT +
FG 59 2 �PVC STORMDRAIN
L 3,99' AL
CURB � B MODS P7PE FROM LEY �J'r,
WITHOUT
iPE r x -r'- L. . ,� �L: 50 SF FG--58.7 - »` N', W ALL PCC F 4 _S�6LW�tJF JNh.. _ cL &).J
_. _.
.. \` t r : ;7 ;:MFG X8.7 Ffz 592: c Li- - �o -OC'04 Id ,noa�• r r, a • FG 59�h. ?F' FG 60.0 �, ' :5
CENTERLINE OF
W W SAN ELIJO AVENUE
LIMIT OF GRADINIG
PROPOSED 12712" YARD DRAIN ❑
PROPOSED PCC PAVEMENT a°
PROPOSED BIORETENTION BMP
AREA PER DETAIL
PROPOSED PERVIOUS PAVER
PROPOSED DG PATH
PROPOSED 4" AC
MAMA CALCLATIM
GROSS LOT AREA = 5,409 SF
TOTAL AREA EXEMPT
FROM MAWA CALCULATION = 5,299 SF
TOTAL LANDSCAPE AREA = 110 SF X 42.9 0.62 * 0.7 + 0.3 * 0 = 2,048 G/YR
LAN DSC4PE EFFICIENCY BMP NOTES
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO
DETECT PLANT OR IRRIGATION SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
3. ERADICATION OF INVASIVE SPECIES
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN
REOUIRED
5. REPLENISHING MULCH AS NEEDED
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN
HEALTHY PLANT GROWTH
7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION RIBATTERY BACKUP)
11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS
'HYDROZONE"
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX
APPLIED WATER ALLOWANCE)
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STALL PRIVATELY i MAINTA�D ; S r r' '
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ORETENTION LANG .qCAPE BAS ,
r . WN ALAI INSTALL PCC PAVERS I GARAGE R DETAIL NOT UBE 59.2 I DIFIED WITHOUT � ISSI d? I INSTALL 6 " 1 A
THE CITY 60 f jsI�_ YARD DRAIN
6025
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FS 602 TG 602 FS 60.3 I FS 60.3 r 'i2% A H1 r 7 F5
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'j FS 58. - I t r: a .: • y. MALL 6' a y "l 96 26 Wr i F. n t F
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WOOD ,PENCE
S1�A7W INSTALL
EX FLO A ` t': \ _:r 50 5 WALK an b t- E rP 1 , sA! r f[ -r ;., :f -y
h� E/ EDGES tv OF S PAVEMEf �1 I VE` b 1 ', ! - ,
i FL 6.4� I
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i f ENERGY DISSIPAR)R �(R:q
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EXIS EDGE OF: x, ;
1 AC PA� EAENT i ' SDRSD D -40 6c ,r+ t•? % �Y
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MAR-' 12cf5
1
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GRADING PLAN
SCALE 1" =10'
0" HT 6" X 16" C
2% 1� " 1 0% CURB BEBBR ffS
9EEB�Rk�YE PAVERS 3
_..... -► -�. PER DETAIL
EX 4" AC OVER 318" TYP.
3/8" TYP.
6" CLASS II
GRIND &OVERLAY AN -
4" AC OVER 6
ADDITIONAL 18" OF °
4" 4C .... ^' .,
PAVING FOR SMOOTH CLASS II AB (MIN) CLASS II AB (MIN)
TRANSITION TO THE SAWCUT LINE 1/2" DIP
SATISFACTION OF THE 8 CL
CITY INSPECTOR ,
SAWCUT DETAIL RIBBON GUTTER DETAIL
NTS NTS
EX INLETS
0" CURB'ALDNG
E OF DRIVEWAY
TALL 4" AC OVER
" CLASS II AB (MIN)
-
,WTALL 3' PCC GUTTER
rim
VCP SEWER
@ 0.4%
INSTALL LARGE COBBLE OR
VEGETATION ON OVERFLOW
EDGES TO ENSURE EROSION
DOES NOT OCCUR TO THE
SATISFACTION OF THE CITY
INSPECTOR AND ENGINEER
OF WORK
OD MULCH/
ER OR CITY
EQUIVALENT
I- INSTALL 6" PCC PIPE
II-INSTALL
STABILIZATION BLOCK
* BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP
"SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50 -60% SANQ 20-30% COMPOST OR HARDWOORD MULCH, AND
20 -30% TOPSOIL, FREE OF STONES STUMPS, ROOTS OR SIMILAR OBJECTS
AND ALSO FREE OF NOXIOUS WEEDS.
,Y* 314" CRUSHED OCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE
BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT.
ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW
ADJACENT FINISHED SURFACE
BIORETENTION DETAIL
SCALE.' 1'2'
15'
PROPERTY LINES I I RIGHT -
19 t OF-WAY
7.5' 3'
INSTALL 4" AC OVER EXISTING 4" AC OVER
6" CLASS II AB (MIN) 6" CLASS II AB (MIN)
INSTALL 3' WIDE PCC
RIBBON GUTTER
ALLEY (TYP.)
NTS
INSTALL DECORATIVE
PERVIOUS PAVERS BY
ORCO •
APPROVED EOUIV
BEDDING MAMFACTURER
GRAVEL
NATURAL GRADE
a a I PAVER '
NTS
No. 71651
Exp. 12/31/13
GRAPHIC SCALE 1 " =10'
0 10 20 30
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92095
ph 858.259.8222 ( fa 858.259.4812 I pleaengince /ing.com
REVISIONS
45'
DATE
REFERENCES
1
BwL"�K
SCALE
r
20'
20'
� OF Sil\1..INIT S til\<A,A:�LGrilUNG DEPARTMENT
5'
1 5'
5 PROPOSED
TRICT TO INSTALL 1"
ER SERVICE AND DUAL
(
CENTE�IIE
1
^���
GEN. UTILITY
OWPER WAS WS-09, WC -17
RIGHT-
OF-WAY
26't
PROPERTY
-�
LIME 1
11700 -G
EASEMENT
I
OWNERS EXPENSE
I
13't 1
t
B.5'
BRIAN M. ARDOLINO DATE
R.C.E. NO. 71E)51
EXP. 12/311p -;
TRAVEL WAY TRAVEL
WAY
;P WATER MAIN
SHEET 2 OF 3
BOER
L
15 DEDICATION FOR
'
12/1B/2013N.• \Active Jobs \2025 RANDOLPH \2025.pro PLEA 2025
I
2
29
-
- -
P IC RMT-OF -WAY
1B
j` y -...
- - - _ _ -_ -_ _
5' 4" COMPACTED
DG PATH
410CUT
-
1SI
TING 4° AC OVER SAWCUT, REMOVE
INSTALL 4" HT 6"
6" CLASS II AB (MIN) AND REPLACE 18"
X 16" PCC dFS
OF 4" AC OVER
PERVIOUS PAVERS
(LASS II AB
OVER 4" PEA GRAVEL
OVER 12" GRAVEL
SAN ELHO AVE
(TYP.)
„
NTS
15'
PROPERTY LINES I I RIGHT -
19 t OF-WAY
7.5' 3'
INSTALL 4" AC OVER EXISTING 4" AC OVER
6" CLASS II AB (MIN) 6" CLASS II AB (MIN)
INSTALL 3' WIDE PCC
RIBBON GUTTER
ALLEY (TYP.)
NTS
INSTALL DECORATIVE
PERVIOUS PAVERS BY
ORCO •
APPROVED EOUIV
BEDDING MAMFACTURER
GRAVEL
NATURAL GRADE
a a I PAVER '
NTS
No. 71651
Exp. 12/31/13
GRAPHIC SCALE 1 " =10'
0 10 20 30
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92095
ph 858.259.8222 ( fa 858.259.4812 I pleaengince /ing.com
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BwL"�K
SCALE
AS BUMT
DESIGN D BY DRANK BY =CHECKED BY
APMO ♦ S
� OF Sil\1..INIT S til\<A,A:�LGrilUNG DEPARTMENT
y1�Anil�ld 1! ®•
17 BMA
JL
(
CITY OF EPOINT NS SURVEY CONTROL
NETWORK, POINT NUMBER: 1042
STATION NAME: ENC -42
ELEV.= 16.938' NAVD 88
HORIZONAL 1 " =10'
VERTICAL N/A
` -
"
Ig•t•IN
PLA PREPA ED UNDER THE SUPERVISION OF
DATE: )Z 1$ i3
R.C.E. NO. 71651
BRIAN M. ARDOLINO EXP. 12 -31 -13
REVIEWED BY: /�
�� /���6'
GLENN PRUIM
MASIH MAHER ENGINEERINCG;p& PUBLIC
DATE: 12423/1 3 DARES DIP z /r/3
��
GRADING PLAN FOR: TT jj�
77 SAN L- {'L1.I ®A Y �S'
13 -006 PMW /CDR A.P.N. #261- 101 -37
11700 -G
•
BRIAN M. ARDOLINO DATE
R.C.E. NO. 71E)51
EXP. 12/311p -;
SHEET 2 OF 3
12/1B/2013N.• \Active Jobs \2025 RANDOLPH \2025.pro PLEA 2025
RUNOFF TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS
ACTS AS SPILLWAY rr ® r rr+r r+ • iv V%T eFM-f • rr
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
NOT TO SCALE
2. STAPLE WIRE FENCING TO
THE POSTS.
-�/ 4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH.
(( I III I VIII I�I FILTER FABRIC v%I
WIRE
SILT FENCE DETAIL
NOT TO SCALE
COARSE
AGGREGATE
FILTER
FABRIC
ORIGINAL
GRADE
♦ e e
4
CONSTR UCTION ENTRANCE DETAIL
NOT TO SCALE
EL�57t?Jr,
♦
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a
- L 5B.
1f'• C41p
0" f'T 6
1.1' MIN-,
UNLESS OTHERWISE
rNLET
PCC FLU CURB
SPECIFIED
BY A SOILS ENGINEER
F _5 -5. •.
SFJMON A -A
�
�
NOTE.'
HT -QF -WAY PEF O
I
ID
CnNTRACTOR TO m nTFIY CONSRUCTION
f
RETENTION LAND CAPE M D
�
ENTRANCE IN THE FIELD AS NECESSARY
THE CITY - 60 F 58.x? (
CONSTRUCT SEDIMENT
BARRIER AND
F.P MAIN ) 4" P C CURB
CHANNELIZE RUNOFF
TO SEDIMENT
TRAPPING DEVICE
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a
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°
°
RVIOUS
ANTICIPATED TRAFFIC
EL,Si 1
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MIN-
20' MIN
CONSTR UCTION ENTRANCE DETAIL
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6° W:, E �
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GEhfERAL UTIL Y
F _5 -5. •.
�
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HT -QF -WAY PEF O
I
ID
TALL PRIVATELY MAINT D R
f
RETENTION LAND CAPE M D
�
DETAIL NOT TG BE
IFIED WITHOUT RM, T
THE CITY - 60 F 58.x? (
(n F 58.2 F
F.P MAIN ) 4" P C CURB
I
; 1
FS 57,7
Li
CURB R
EX 33`� E
I
h p
PA
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4
_
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NG
R DOC. X67'
CENTERLINE
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SAN ELIJO Ak'ENUE
FL 57.9
f 9,S 57.9
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FENCE PER R
DQC.- - - - --�
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EX FLOC L E/ EDG �!
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DETAIL
"ALL BIORETE+T£O,N LANQ` � PVC STORMDRAIN
f . OMM B)f�£L NO7 F iPP FROM ALLEY ARE 11E.9111277D I rr f:S. Coy ✓C NSTALL�PCC
- -. COAIC. idALn -= ice?' OF THE CITY PAVERS
CL -5 _L
s..� sn.J ' r
v "� -_ 5Q "SF =5fz " T✓YL fL "✓ E 559 26 3 109.94' G
r ".F= 60.65'
GARAv "E .A'TRY
G_04/40 / - -NO:25bACKINS -PE
l) EL= 50.61 ' Y SDRSD D -40 - `6 1 f F. =E
- RUCK WALL 1 e ` 6ARASE
S i \F.F,)62.14'
1 1 'i>,N SILL
1 1
1 1
LQT-5 27 f 2&
i
i t
MAF (2qf 3
t LOTS 25 if 25
I 1
EROSION CONTROL PLAN
1`
`I
CONC.
DRIVEWAY
FD6E CONI
FL =60.4
_K U3
EL -6G 37 I
Iry 1417J
.I r,
cc,
FL 6 .4
NVFR C?RTAin -eY< j j cn
h:
j� f
i
°I
1 ( i
I LFL 91.21'
i
i
K. 61.04'
I
i F(JhcR
POLE t
HYDROSEED NOTES
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
S: 4(, 1. 20 LBS PER ACRE OF ROSE CLOVER
615 2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
Ep 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
Ey 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, QE 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
CUT AT THE DISCRETION OF THE CONTRACTOR.
= EY, INLETS B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE
y' 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
_L FLUSH MECHANICALLY MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY
IN
0" C !_F MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
ED OF DRIVEWAY C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15%
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
NSTALL 4" AC OVER
CLASS II AB (MIN) 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.'
TALL 3' PCC A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.'
BBON GUTTER 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"-
FL 1 51 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.
Y
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
L"-.p PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE
zz =; Q` PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
E B" VCP SEWER ADJACENT PROPERTY DISTURBANCE NOTE
I 'ALL 4 ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
S R LATERAL 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.
D TRICT TO INSTALL 1" ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
k ER SERVICE AND DUAL AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
'Z ER PER WAS WS--09 AU -17 BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
'ER EXPENSE ADDITIONAL NOTES
6" P WATER MAIN 1. EROSION CONTOL MEASLES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION CN SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
EL - - &16j IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
AWCUT 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 MATERIALSt 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.
F ; 2006 -27.
LEGEND
ITEM SYMBOL
STABILIZED CONSTRUCTION ENTRANCE r;'[ ±'_•:
SILT FENCE X
LIMIT OF GRADING W °�
GRAVEL BAGS 0000coo
No. 71651
Exp. 12/31/13
GRAPHIC SCALE 1 " =10'
0 10 20 30
PASCO [ ARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 ! fs 858.259.4912 ! Plsaengineesing.com
REVISIONS APPROVED DATE REFERENCES DATE BENCE ARK SCALE AS BUILT °ESBMA D BY DRAWN KRK BY CHECKED BMA BY APPROVALS CI'T'Y OIL ENCINITAS ENGINEERING DEPARTNI 214T DRAWING NO.
7 7, AA PLAN PREPARED UNDER THE SUPERVISION OF REVIEWED BY: EROSION CONTROL PLAN:
u CITY OF NETWORK, ENCINITAS
NUMBERSURVEY 42NTROL HORIZONAL 1 " =10 '� oZ N IN /1/1. /� ��-� �L"a'r" ��/ 11700
-G
STATION NAME: ENC -42 DATE: II !'13 ��� 2 / / 1,7ANELL 0 A Y E
BRIAN M. ARDOL'INO DATE R. C. E. NO. 71651 GL NN PRING
VERTICAL N/A R.C.E. NO. 71651 MASIH MAHER WORKSEDRIEC ORPUBLIC
ELEV.= 16.938' NAVD 88 EXP. 12131119, BRIAN M. ARDOLINO EXP. 12 -31 -13 z tH /3
DATE: 1 Z/ Z3/ 13 DATE: 13 -006 PMW/CDP A.P.N. #261 - 101 -37 SHEET 3 OF :31
1013012013N.,\Active Jobs \2025 RANDOLPH \2025.pro PLSA 2025
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THE CITY - 60 F 58.x? (
(n F 58.2 F
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- 598 - SILL
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DETAIL
"ALL BIORETE+T£O,N LANQ` � PVC STORMDRAIN
f . OMM B)f�£L NO7 F iPP FROM ALLEY ARE 11E.9111277D I rr f:S. Coy ✓C NSTALL�PCC
- -. COAIC. idALn -= ice?' OF THE CITY PAVERS
CL -5 _L
s..� sn.J ' r
v "� -_ 5Q "SF =5fz " T✓YL fL "✓ E 559 26 3 109.94' G
r ".F= 60.65'
GARAv "E .A'TRY
G_04/40 / - -NO:25bACKINS -PE
l) EL= 50.61 ' Y SDRSD D -40 - `6 1 f F. =E
- RUCK WALL 1 e ` 6ARASE
S i \F.F,)62.14'
1 1 'i>,N SILL
1 1
1 1
LQT-5 27 f 2&
i
i t
MAF (2qf 3
t LOTS 25 if 25
I 1
EROSION CONTROL PLAN
1`
`I
CONC.
DRIVEWAY
FD6E CONI
FL =60.4
_K U3
EL -6G 37 I
Iry 1417J
.I r,
cc,
FL 6 .4
NVFR C?RTAin -eY< j j cn
h:
j� f
i
°I
1 ( i
I LFL 91.21'
i
i
K. 61.04'
I
i F(JhcR
POLE t
HYDROSEED NOTES
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
S: 4(, 1. 20 LBS PER ACRE OF ROSE CLOVER
615 2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
Ep 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
Ey 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, QE 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
CUT AT THE DISCRETION OF THE CONTRACTOR.
= EY, INLETS B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE
y' 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
_L FLUSH MECHANICALLY MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY
IN
0" C !_F MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
ED OF DRIVEWAY C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15%
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
NSTALL 4" AC OVER
CLASS II AB (MIN) 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.'
TALL 3' PCC A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.'
BBON GUTTER 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"-
FL 1 51 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.
Y
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
L"-.p PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE
zz =; Q` PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
E B" VCP SEWER ADJACENT PROPERTY DISTURBANCE NOTE
I 'ALL 4 ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
S R LATERAL 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.
D TRICT TO INSTALL 1" ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
k ER SERVICE AND DUAL AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
'Z ER PER WAS WS--09 AU -17 BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
'ER EXPENSE ADDITIONAL NOTES
6" P WATER MAIN 1. EROSION CONTOL MEASLES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION CN SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
EL - - &16j IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
AWCUT 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 MATERIALSt 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.
F ; 2006 -27.
LEGEND
ITEM SYMBOL
STABILIZED CONSTRUCTION ENTRANCE r;'[ ±'_•:
SILT FENCE X
LIMIT OF GRADING W °�
GRAVEL BAGS 0000coo
No. 71651
Exp. 12/31/13
GRAPHIC SCALE 1 " =10'
0 10 20 30
PASCO [ ARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 ! fs 858.259.4912 ! Plsaengineesing.com
REVISIONS APPROVED DATE REFERENCES DATE BENCE ARK SCALE AS BUILT °ESBMA D BY DRAWN KRK BY CHECKED BMA BY APPROVALS CI'T'Y OIL ENCINITAS ENGINEERING DEPARTNI 214T DRAWING NO.
7 7, AA PLAN PREPARED UNDER THE SUPERVISION OF REVIEWED BY: EROSION CONTROL PLAN:
u CITY OF NETWORK, ENCINITAS
NUMBERSURVEY 42NTROL HORIZONAL 1 " =10 '� oZ N IN /1/1. /� ��-� �L"a'r" ��/ 11700
-G
STATION NAME: ENC -42 DATE: II !'13 ��� 2 / / 1,7ANELL 0 A Y E
BRIAN M. ARDOL'INO DATE R. C. E. NO. 71651 GL NN PRING
VERTICAL N/A R.C.E. NO. 71651 MASIH MAHER WORKSEDRIEC ORPUBLIC
ELEV.= 16.938' NAVD 88 EXP. 12131119, BRIAN M. ARDOLINO EXP. 12 -31 -13 z tH /3
DATE: 1 Z/ Z3/ 13 DATE: 13 -006 PMW/CDP A.P.N. #261 - 101 -37 SHEET 3 OF :31
1013012013N.,\Active Jobs \2025 RANDOLPH \2025.pro PLSA 2025
i
r ".F= 60.65'
GARAv "E .A'TRY
G_04/40 / - -NO:25bACKINS -PE
l) EL= 50.61 ' Y SDRSD D -40 - `6 1 f F. =E
- RUCK WALL 1 e ` 6ARASE
S i \F.F,)62.14'
1 1 'i>,N SILL
1 1
1 1
LQT-5 27 f 2&
i
i t
MAF (2qf 3
t LOTS 25 if 25
I 1
EROSION CONTROL PLAN
1`
`I
CONC.
DRIVEWAY
FD6E CONI
FL =60.4
_K U3
EL -6G 37 I
Iry 1417J
.I r,
cc,
FL 6 .4
NVFR C?RTAin -eY< j j cn
h:
j� f
i
°I
1 ( i
I LFL 91.21'
i
i
K. 61.04'
I
i F(JhcR
POLE t
HYDROSEED NOTES
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
S: 4(, 1. 20 LBS PER ACRE OF ROSE CLOVER
615 2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
Ep 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
Ey 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, QE 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
CUT AT THE DISCRETION OF THE CONTRACTOR.
= EY, INLETS B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE
y' 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
_L FLUSH MECHANICALLY MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY
IN
0" C !_F MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
ED OF DRIVEWAY C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15%
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
NSTALL 4" AC OVER
CLASS II AB (MIN) 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.'
TALL 3' PCC A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.'
BBON GUTTER 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"-
FL 1 51 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.
Y
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
L"-.p PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE
zz =; Q` PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
E B" VCP SEWER ADJACENT PROPERTY DISTURBANCE NOTE
I 'ALL 4 ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
S R LATERAL 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.
D TRICT TO INSTALL 1" ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
k ER SERVICE AND DUAL AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
'Z ER PER WAS WS--09 AU -17 BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
'ER EXPENSE ADDITIONAL NOTES
6" P WATER MAIN 1. EROSION CONTOL MEASLES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION CN SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
EL - - &16j IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
AWCUT 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 MATERIALSt 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.
F ; 2006 -27.
LEGEND
ITEM SYMBOL
STABILIZED CONSTRUCTION ENTRANCE r;'[ ±'_•:
SILT FENCE X
LIMIT OF GRADING W °�
GRAVEL BAGS 0000coo
No. 71651
Exp. 12/31/13
GRAPHIC SCALE 1 " =10'
0 10 20 30
PASCO [ ARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 ! fs 858.259.4912 ! Plsaengineesing.com
REVISIONS APPROVED DATE REFERENCES DATE BENCE ARK SCALE AS BUILT °ESBMA D BY DRAWN KRK BY CHECKED BMA BY APPROVALS CI'T'Y OIL ENCINITAS ENGINEERING DEPARTNI 214T DRAWING NO.
7 7, AA PLAN PREPARED UNDER THE SUPERVISION OF REVIEWED BY: EROSION CONTROL PLAN:
u CITY OF NETWORK, ENCINITAS
NUMBERSURVEY 42NTROL HORIZONAL 1 " =10 '� oZ N IN /1/1. /� ��-� �L"a'r" ��/ 11700
-G
STATION NAME: ENC -42 DATE: II !'13 ��� 2 / / 1,7ANELL 0 A Y E
BRIAN M. ARDOL'INO DATE R. C. E. NO. 71651 GL NN PRING
VERTICAL N/A R.C.E. NO. 71651 MASIH MAHER WORKSEDRIEC ORPUBLIC
ELEV.= 16.938' NAVD 88 EXP. 12131119, BRIAN M. ARDOLINO EXP. 12 -31 -13 z tH /3
DATE: 1 Z/ Z3/ 13 DATE: 13 -006 PMW/CDP A.P.N. #261 - 101 -37 SHEET 3 OF :31
1013012013N.,\Active Jobs \2025 RANDOLPH \2025.pro PLSA 2025
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CONC.
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HYDROSEED NOTES
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
S: 4(, 1. 20 LBS PER ACRE OF ROSE CLOVER
615 2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
Ep 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
Ey 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
7. ITEMS C, QE 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
CUT AT THE DISCRETION OF THE CONTRACTOR.
= EY, INLETS B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE
y' 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
_L FLUSH MECHANICALLY MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY
IN
0" C !_F MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
ED OF DRIVEWAY C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15%
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
NSTALL 4" AC OVER
CLASS II AB (MIN) 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.'
TALL 3' PCC A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.'
BBON GUTTER 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"-
FL 1 51 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.
Y
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
L"-.p PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE
zz =; Q` PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
E B" VCP SEWER ADJACENT PROPERTY DISTURBANCE NOTE
I 'ALL 4 ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
S R LATERAL 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.
D TRICT TO INSTALL 1" ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
k ER SERVICE AND DUAL AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
'Z ER PER WAS WS--09 AU -17 BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
'ER EXPENSE ADDITIONAL NOTES
6" P WATER MAIN 1. EROSION CONTOL MEASLES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION CN SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
EL - - &16j IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
AWCUT 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 MATERIALSt 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.
F ; 2006 -27.
LEGEND
ITEM SYMBOL
STABILIZED CONSTRUCTION ENTRANCE r;'[ ±'_•:
SILT FENCE X
LIMIT OF GRADING W °�
GRAVEL BAGS 0000coo
No. 71651
Exp. 12/31/13
GRAPHIC SCALE 1 " =10'
0 10 20 30
PASCO [ ARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 ! fs 858.259.4912 ! Plsaengineesing.com
REVISIONS APPROVED DATE REFERENCES DATE BENCE ARK SCALE AS BUILT °ESBMA D BY DRAWN KRK BY CHECKED BMA BY APPROVALS CI'T'Y OIL ENCINITAS ENGINEERING DEPARTNI 214T DRAWING NO.
7 7, AA PLAN PREPARED UNDER THE SUPERVISION OF REVIEWED BY: EROSION CONTROL PLAN:
u CITY OF NETWORK, ENCINITAS
NUMBERSURVEY 42NTROL HORIZONAL 1 " =10 '� oZ N IN /1/1. /� ��-� �L"a'r" ��/ 11700
-G
STATION NAME: ENC -42 DATE: II !'13 ��� 2 / / 1,7ANELL 0 A Y E
BRIAN M. ARDOL'INO DATE R. C. E. NO. 71651 GL NN PRING
VERTICAL N/A R.C.E. NO. 71651 MASIH MAHER WORKSEDRIEC ORPUBLIC
ELEV.= 16.938' NAVD 88 EXP. 12131119, BRIAN M. ARDOLINO EXP. 12 -31 -13 z tH /3
DATE: 1 Z/ Z3/ 13 DATE: 13 -006 PMW/CDP A.P.N. #261 - 101 -37 SHEET 3 OF :31
1013012013N.,\Active Jobs \2025 RANDOLPH \2025.pro PLSA 2025
i