2014-11921 SG (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY, FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS,
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO
AN APPROVED DRAINAGE FACILITY,
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND,
GENERAL NOTES
1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
INSPECTION.
2. THE SOILS REPORT TITLED '___NZA PREPARED BY __NZA_ DATED IBIZA - -, AND UPDATE
DATED --- &A--, PROJECT # --- NIA- SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN, ALL
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
3, SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4, WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY 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,
8, GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M, AND 7130 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. 11921 -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN', THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION,
12, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS
DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
AND BACKFILLS AND COMPACTION OF TRENCHES, HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL, UPON COMPLETION OF GRADING
OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE
FOR THEIR INTENDED USE,
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PENDING OF WATER, HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION, ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN
COMPACTED TO A MINIMUM OF 90 PERCENT, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS,
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION, ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE,
16, ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL,
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE, NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF
THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE
TREE REMOVAL,
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM RILEY AT 949 -285 -7616 ,
24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN
IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING
INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF
THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE,
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE,
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON,
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION
OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE
FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE
REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF
DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE
STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED
WITHOUT A PERMIT FROM THE CITY,
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR
LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE, ALL IMPERVIOUS AREAS
MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
4, NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW
FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 27 CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED
DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP,
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT
FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS
PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED,
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST
MANAGEMENT PRACTICE REQUIREMENTS, THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF
THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE, THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED
WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM
THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN
BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT, THE ENCLOSURE SHALL BE
SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR
AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC
SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM, A SEPARATE BUILDING PERMIT MAY BE
REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT NOTES:
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DUES NOT CONSTITUTE REPRESENTATION AS TO THE
ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR
STRUCTURE WITHIN THE LIMITS OF THIS PROJECT,
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR
PROPOSED CONNECTION SHALL BE FIELD VERIFIED, ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET
OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER
WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4, CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /UR 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 COMMITTEE (WASC) STANDARDS. IF
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S
EXPENSE,
5, UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES,
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS.
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS
LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FUR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC
PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
NO. DESCRIPTION APPROVED DATE BENCHMARK
®�. DESCRIPTION; BRASS DISC IN WELL MONUMENT CANNISTER
V I i. - LZ3•/ MARKED CLSB -022, LS 6215
LOCATION: BRICK PAVER DRIVEWAY LOCATED AT
124 LA COSTA AVENUE
RECORD FROM, RECORD OF SURVEY 17271
ELEVATION; 62.040 DATUM: NAVD 88
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS 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 CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS
SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND
ROUTINE 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,
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES,
EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE,
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE, STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT
CONCRETE, AGGREGATE BASE, ETC, STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN
INLETS, STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
BARRIER AROUND THE PERIMETER AT ALL TIMES,
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF
ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STURMWATER REQUIREMENTS AND THEIR OWN
RESPONSIBILITIES,
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR
WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER, BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT
THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES.
DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN
CONTACT WITH ANY TRASH MATERIAL,
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND
CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS
HAZARDOUS WASTE, FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195.
FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES, PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS, CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES,
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND 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.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER, THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
SITE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY
EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760)- 633 -2770
B, GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 -227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E, CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY 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.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION; 14132 SQFT gptllilots vao
IMPERVIOUS AREA AFTER CONSTRUCTION, 2956 SOFT
INCREASE IN IMPERVIOUS AREA; <11176> SOFT
IMPERVIOUS AREA REPLACED N/A SOFT rnS(A A�
FIELD OPERATIONS
PLAN
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PLANNING AND BUILDING
WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THESE DOCUMENTS;
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION), STANDARDS SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION (LATEST EDITION) COMMONLY REFERRED TO AS THE 'GREEN BOOK'. CITY OF ENCINITAS GRADING
AND EXCAVATION ORDINANCES AND STANDARDS, STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS)
STANDARD PLANS (LATEST EDITION), STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS (LATEST EDITION),
AND SAN DIEGUITO WATER DISTRICT STANDARD DRAWINGS FOR WATER IMPROVEMENT AND LEUCADIA COUNTY WATER
DISTRICT STANDARD SPECIFICATIONS FOR CONSTRUCTION OF SEWER.
THE SCOPE OF WORK UNDER THIS PERMIT INCLUDES THE DEMOLITION OF AGRICULTURE BUILDINGS, SUPERFICIAL EARTH WORK, ADDITION
OF A OFFICE /GARAGE BUILDING PAD AND INSTALLATION OF EROSION CONTROL ELEMENTS,
THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DOES NOT RELIEVE THE CONTRACTOR FROM
COMPLETING AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED
FOR THIS PROJECT.
QNTY -UNIT DESCRIPTION STD. DRWG. LEGEND
77 C.Y. EMBANKMENT (2:1 MAX) -
77 C.Y. EXCAVATION (2:1 MAX) -
4 EACH CONCTRETE DRIVEWAY RIBBON T
EXISTING CONTOUR \ \x'(310) - -- --
PROPOSED CONTOUR `310
OWNER
THE RILEY LIVING TRUST
JAMES S, RILEY AND DANEA T. RILEY, CO- TRUSTEES
26472 DAPPLE GREY, LAGUNA HILLS, CA 92653
TELE; 949 - 285 -7616
SITE ADDRESS
2021 SHERIDAN ROAD, ENCINITAS, CA 92024
APN, 216- 030 -15
LEGAL DESCRIPTION
PORTION OF LOT 8, SECTION 33, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SBM,
IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA.
OWNER'S CERTIFICATE
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER HAS BEEN OR WILL BE RETAINED TO SUPERVISE
AND INSPECT ALL GRADING ACTIVITY, PROVIDE COMPACTION TEST RESULTS, AND ADVISE OF THE
STABILITY OF THE SITE, UPON CONCLUSION OF GRADING, THE SOILS ENGINEER SHALL PROVIDE A
LETTER OF INSPECTION AND TESTING CERTIFYING THE COMPACTION, FOUNDATION RECOMMENDATIO , SLOPE
THE RILEY LIVING TRUST
BY - -- -- --- - - - - -- DATE__ 1 � �.1-� ° I LI
S RILE, CD -TRUS
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED
STANDARDS AND PRACTICES OF THE ENGINEER'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, TO THE EXTENT THAT
THE ENGINEER CONTROLS SUCH PERFORMANCE, THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED 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 TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE
THE ENGINEER OF RESPONSIBILITY FUR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO
INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR
EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED
BY THE ENGINYlkv
SIGNATURE; DATE:9��O/I4-
GARY LIPSKA RCV23080 'EXPIRES 12/31/15
AQUATERRA ENGINEERING INC,
1843 CAMPESINO PLACE, OCEANSIDE, CA 92054
PHONE NUMBER; 760 - 439 -2802
DISTURBED AREA
TOTAL AREA OF LAND DISTURBANCE= 0,58 ACRES
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2%
MAXIMUM VERTICAL DEPTH OF CUT = 6 INCHES
MAXIMUM VERTICAL DEPTH OF FILL = 6 INCHES
CUT = 77± CY. FILL = 77± C.Y.
IMPORT = -0- C,Y.
REMEDIAL = UNKNOWN C.Y. ( REMOVAL AND RECOMPACTION UNDER AND
SHEET LEGEND
NO, DESCRIPTION
1 TITLE SHEET
2 GRADING PLAN
3 EROSION CONTROL PLAN
CIVIL ENGINEERING : LAND PLANNING
® ® ® terra Engineer% Inc.
1843 Campesino P ace
Oceanside, CA 92054
Tele: (780) 439 -2802
Fax. (760) 439 -2866
STANDARD PROJECT
PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT
OUTSIDE OF BUILDING AREAS)
BMP PROJECT STATUS
ENCINITAS FIRE DEPARTMENT
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SIGN DATE SIGN A, DATE N DA E SIGN DATE SIGN J DAT
SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY; CHECKED BY. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING N0,
P ANS PREPARED UNDER SUPERVISI N OF RECOMMENDED: APPROVED: GRADING PLAN FOR' 2021 SHERIDAN ROAD
HORIZONTAL, N/A DATE; 3
VERTICAL; N/A R,C,E, NO,; 23080 MASIH MAHER GLENN PRUIM 2021 SHERIDAN, L L C 11921 -SG
11113414 l / / /a //y APNI 216- 030 -15
ARY SKA EXP,: 12/31/15 DATE DATE f PLANNING CASE NO; N/A TPM /TM /CDP /DR /MUP /MIN /EIA, etc. SHEET 1 OF 3
PLOT DATE: 9/30/14
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EXISTING GRADE
TO BE MAINTAINED
#4 REBAR 9 18'
6' CLASS II BASE
GRAVEL DRIVEWAY, 2' THICK LAYER OF 3/4' CRUSHED
AGGREGATE OVER A 4' THICK LAYER OF 1 -1/2' TO 2'
CRUSHED AGGREGATE.
6' CONCRETE RIBBON (TYP)
(520 -C -2500)
EXIST. GROUND
OR FILL COMPACTED TO 95% M.D.D.
CONCRETE DRIVEWAY RIBB ❑NS
A NO SCALE
20 0 20 40
Scale) 1' -
CIVIL ENGINEERING * LAND PLANNING
ffl—"'�ww terra Engineerin�q Inc.
1843 Campesino Pace
Oceanside, CA 92054
Tele: (760) 439 -2802
Fax: (760) 439 -2866
NO, DESCRIPTION APPROVED DATE BENCHMARK
I - U L 2 •!S DESCRIPTION; BRASS DISC IN WELL MONUMENT CANNISTER
MARKED CLSB -022, LS 6215
LOCATIONS BRICK PAVER DRIVEWAY LOCATED AT
124 LA COSTA AVENUE
RECORD FROM: RECORD OF SURVEY 17271
ELEVATION: 62,040 DATUM; NAVD 88
SCALE
HORIZONTAL, 1' = 20'
VERTICAL N/A
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SPECIAL DISTRICT APPROVAL
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EXIST. SHE
TO REMAIN IN PLACE N 89 °04'22'E 218,14'
GRADING PLAN
SCALE: 1" =20'
PL S PREPARED UNDER SUPERVISI N OF
DATE; 0
R.C,E, NO.1 23080
GARY LIP KA EXP.: 12/31/15
-h le Swa
grd
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grd
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ENGINEERING DIVISION APPROVALS
RECOMMENDED: APPROVED I GRADING PLAN FOR1
MASIHMHER GLENN PRUIM
11 /l3i14 z9�/,f
DATE DATE I —f PLANNING CASE NO:
4
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CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
2021 SHERIDAN ROAD
APNI 216- 030 -15
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EXIST. SHE
TO REMAIN IN PLACE N 89 °04'22'E 218,14'
GRADING PLAN
SCALE: 1" =20'
PL S PREPARED UNDER SUPERVISI N OF
DATE; 0
R.C,E, NO.1 23080
GARY LIP KA EXP.: 12/31/15
-h le Swa
grd
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77.2
ENGINEERING DIVISION APPROVALS
RECOMMENDED: APPROVED I GRADING PLAN FOR1
MASIHMHER GLENN PRUIM
11 /l3i14 z9�/,f
DATE DATE I —f PLANNING CASE NO:
4
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CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
2021 SHERIDAN ROAD
APNI 216- 030 -15
N/A TPM /TM /CDP /DR /MUP /MIN /EIA, etc
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PLOT DATE: 9/30/14
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NOT CONSTRUCTED
EXISTING GRADE
TO BE MAINTAINED
#4 REBAR @ 18' O,C.
6' CLASS II BASE
GRAVEL DRIVEWAY1 2' THICK 4W OF 3/4' CRUSHED
AGGREGATE OVER A 4' THIWLAYER OF 1 -112' TO 2'
CRUSHED AGGREGATE.
/
6' CONCRETE RIBBON (TYP)
(520 -C -2500)
EXIST, GROUND
OR FILL COMPACTED TO 957 M.D.D.
!EX
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ELEVATION,
TOP OF CURB _TC:
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FINISH SURFACE
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FLOW LINE
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ELEVATION,
INVERT ELEVATION
¢
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ROOF DRAIN OUTLET
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DETAIL REFERENCE /C ETAIL
ID
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NO.
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Scale; 1' = 20'
CIVIL ENGINEERING * LAND PLANNING
wmterra Engineerifl Inc.
1843 Campesino P ace
Oceanside, 92054
Tele: (780) 439 -22 802
Fax: (780) 439 -2888
E
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APPROX. LOCATION OF
N 89 *04'22'E 218,14' REMOVED SHED
F , 86,1' X-orm — grd
753 75.4 75,8
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' 75.4 swale -W
be 75,2 I
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0 176 EXIST. SINGLE FAMILY RESIDENCE ' 1 75'2
TO REMAIN IN PLACE
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77. 172 I I 75,9
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75,5
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X gr _ _ _ REMOVED GR�FEN HOUSE I
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(5) 9E I I 9r I Jw I I rd
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77.2
EXIST. SHE N 89 *04'22'E 218.14'
TO REMAIN IN PLACE I
0
GRADING PLAN
SCALE: 1" =20'
CONSTRUCTION LEGEND
GRAVEL SURFACING: 4' THICK LAYER OF 1/4' -3/8' CRUSHED
AGGREGATE
I]
SYMBOL LEGEND
DESCRIPTION
SYMBOL
ELEVATION,
TOP OF FOOTINR TF
ELEVATION,
TOP OF WALL
TW
ELEVATION,
TOP OF CURB _TC:
ELEVATION,
FINISH SURFACE
FS
ELEVATION,
FINISH GRADE
FG
ELEVATION,
TOP OF GRATE
TG
ELEVATION,
FLOW LINE
FL
ELEVATION,
INVERT ELEVATION
IE
ROOF DRAIN OUTLET
RD
FLOOR DRAIN OUTLET
FD
DETAIL REFERENCE /C ETAIL
LABEL
2 SHEET
NO.
5 -3U1 ? PLAN
pA7C �
GW PSLIA 17CE 23080 EXPIIe�'S IZ 3115-
CHANGE NO. DESCRIPTION APPROVED D TE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL uc RTTTA nr V10 nT; � INI I I u nr; ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
AL AL AL
1 ADD GRAVEL SURFACING, AS —BUILT PLAN 12S 45 DESCRIPTION; BRASS DISC IN WELL MONUMENT CANNISTER PLANS PREPARED U ER SUPERVISI N OF / RECOMMENDED; APPROVED: GRADING PLAN FOR; 2021 SHERIDAN ROAD
MARKED CLSB -022, LS 6215 ' _ , DATE: 0 ` 5
LOCATIONS BRICK PAVER DRIVEWAY LOCATED AT HORIZONTAU 1 - 20
11921 -SG
VERTICAL; N/A R.C.E. NO.. 23080
124 LA COSTA AVENUE MASIH MAHER GLENN PRUIM j
RECORD FROM; RECORD OF SURVEY 17271 A P Ni 216
-030-15
ELEVATION, 62,040 DATUM; NAVD 88 GARY LIPS A EXP„ 12/31/15 DATE DATE PLANNING CASE NO, N/A TPM /TM /CDP /DR /MUP /MIN /EIA, etc, SHE T 2A OF 3
PLOT DATE: 2/01/15
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ep
77.1
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II I
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20 0 20 40
Scale: 1' = 20'
CIVIL ENGINEERING a LAND PLANNING
® ® a terra Engineering inC.
1843 Campesino Place
Oceanside, CA 92054
Tele: (760) 439 -2802
Fea: (760) 439 -2866
EXIST. SHED -
TO REMAIN IN PLACE
-X gT --x
75.3
i Xgrd
75.4 G
1-7 rd s
7 777.7 X77.6 77_0Cgrd }T _ — grd —
N 89'04'22'E 218.14'
EROSION CONTROL PLAN
SCALE: 1" =20'
grd
75.8
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77.2
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BMP LEGEND
3® MULCH PR CALTRANS FACT MT SS -3
SEE EROSION CONTROL NOTES ON SHEET 1
I
SYMBOL LEGEND
DESCRIPTION
DESCRIPTION
SYMBOL
ELEVATION,
TOP OF FOOTING TF
ELEVATION,
TOP OF WALL
TW
ELEVATION,
TOP OF CURB
TC
ELEVATION,
FINISH SURFACE
FS
ELEVATION,
FINISH GRADE
FG
ELEVATION,
TOP OF GRATE
TG
ELEVATION,
FLOW LINE
FL
ELEVATION,
INVERT ELEVATION
IE
ROOF DRAIN OUTLET
RD
FLOOR DRAIN OUTLET
FD
DETAIL REFERENCE EETAIL LABEL
2
HEET NO.
RZ A N
vA� 2; o ► � S
ExP�RES iz13�I is
CHANGE
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
1sr•
Y,
` "N` K lsr,
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
INITIALS
IrviriALS
a�
I
_AS_ GUILT
1-n-
DESCRIPTION: BRASS DISC IN WELL MONUMENT CANNISTER
MARKED CLSB -022, LS 6215
LOCATION, BRICK PAVER DRIVEWAY LOCATED AT
124 LA COSTA AVENUE
RECORD FROM: RECORD OF SURVEY 17271
ELEVATION: 62,040 DATUM1 NAVD 88
HORIZONTAL 1' = 20'
VERTICAL N/A
PL NS PREPA_. D UNDER SUPERVI. I ❑N
❑F DATE: Ta
R.C.E. NO: 23080
GARY LIP A EXP„ 12/31/15
RECOMMEND DI APP Dg2
MASIH MAHER GLENN PRUIM
I I i 13114 / /� /3� /y
DATE DATE
EROSION CONTROL PLAN FOR:
2021 S H E R I D A N ROAD
A P N 1 216-030-15
PLANNING CASE NO: N/A TPM /TM /CDP /DR /MUP /MIN /EIA, etc
11921 -SG
SHEET 3 OF 3
PLOT DATE: 9/30/14
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