2009-10351 G (Plans) GRADING NOTES NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES ENWRONMENTAL NOTES: LEGAL DESCRIPTION
1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RELATIVE TO CONSTRUCTIONACTTVITILS 1, THE STEEPEST EXISTING SLOPE
IN THE GRADED AREA IS 33% LEGAL DESCRIPTION OF THE LAND
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A (EXCLUDING
ANY EXISTING MAN MADE SLOPES) . SHOWN ON THIS GRADING PLAN
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR IS. LOTS 1 THRU 33, MAP 14032
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN CONCRETE WASHOUT 2. THE MAXIMUM
VERTICAL DEPTH OF CUT IS 0. 0 FT AND THE MAXIMUM
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ON THESE PLANS, HOWEVER: VERTICAL HEIGHT OF FILL IS 0. 0 FT
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 3. A. )
AVERAGE DEPTH = VOLUME OF CUT (C. F. ) = 0. 0 ' A•P•N•: 264-590-01 THRU 264-590-22 AND
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WASHOUT AREA TO CONTAIN WASHOUT WASTES
ON SITE. IT IS ILLEGAL TO OF CUT AREA OF CUT (S. F. 264-591-01 THRU 264-591-13
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES WASH CONCRETE, SLURRY, MORTAR, STUCCO,
PLASTER AND THE LIKE INTO B. ) AVERAGE DEPTH = VOLUME OF FILL (C. F. ) = 0. 0 '
REQUEST FOR INSPECTION. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR 'S THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. OF
FILL AREA OF FILL (S. F. SITE ADDRESS
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR RANCHO
SUMMIT DRIVE
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION CONSTRUCTION SITE ACCESS OWNER
S CERTIFICATE ENCINITAS, CA 92024
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE OF COMMENCEMENT OF WORK: IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES
TO
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES THESE PLANS.
OWNER/PERMITTEE
CONJUNCTION WITH IMPROVEMENT PLANS. A. SEWERS - CSD (760) 633-2770 EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS
SHALL I
NCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A TORREY
PACIFIC CORPORATION,
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT PANELS/PLATES. REGIST
ERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR TOM STAVER, PRESIDENT
GRADING. C. WATER - OMWD (800) 422-4133 - DIG ALERT CONSTRUCTION VEHICLES ADDITIONS TO THESE PLANS WHICH
THE CITY ENGINEER DETERMINES 1012 SECOND AVENUE 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED ARE NECESSARY FOR
AND DESIRABLE FOR THE PROPER COMPLETION OF ENCINITAS 24
PHONE (760) 942-3256 CA 92020
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT A SPECIFIC AREA AWAY FROM GUTTERS AND
STORMORAIN SHALL BE DESIGNATED THE IMPROVEMENTS.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE I HEREBY CERTIFY
THAT A REGISTERED SOILS ENGINEER OR
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. E. CABLE TV - COX (800) 422-4133 - DIG ALERT EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS
SHALL BE MADE OFF-SITE. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION ESTIMATED EARTHWORK QUANTITIES
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 ANDjsTABIL
TY OF THE SITE.
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EROSION CONTROL /
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER PHONE. (760) 633-2770. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
q.1ti-G o 0 CUBIC YARDS EXCAVATION (CUT)
OR A LICENSED LAND SURVEYOR. SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING 0 CUBIC YARDS
EMBANKMENT (FILL)
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR TOR EY PACIFIC CORPORATION, DATE
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED EROSION RESISTANT SURFACES
SUCH AS EROSION CONTROL MATS, ADEQUATE TOM STAVER, PRESIDENT 0 CUBIC YARDS IMPORT
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
1012 SECOND AVENUE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND REJECTION AND REMOVAL. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
ENCINITAS, CA 92024
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
REGULATIONS. TRENCH VOLUMES OR ANY OVEREXCAVATION, IF
EROSION CONTROL DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE REQUIRED BY SITE CONDITIONS
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION PROJECT
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 1 IN CASE EMERGENCY WORK IS REQUIRED, CONTACT USING PERMANENT AND TEMPORARY EROSION CONTROL
MEASURES. SITE CONTRACTOR SHALL SATISFY SELF THAT OESTIMATES
CONDUCTED BETWEEN THE HOURS OF 5. 30 P. M. AND 7: 30 A. M. .
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. TOM STAVER AT (760) 942-3256, 24 HOURS A DAY REMOVE EXISTING VEGETATION ONLY
WHEN ABSOLUTELY NECESSARY. LARGE
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL DR
EARTHWORK QUANTITIES ARE ESTIMATED FOR
8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL OF THE NATURAL GROUND
COVER. DO NOT REMOVE TREES OR SHRUBS PERMIT PURPOSES ONLY. (CALCULATED ON A
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT UNNECESSARILY,' THEY HELP DECREASE EROSION.
THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF DUE
TO SHRINKAGE OR SWELL FACTORS) .
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING TEMPORARY DEVICES WHEN RAIN IS IMMINENT. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE
CONSTRUCTION
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED IS NOT IMMEDIATELY PLANNED
FOR EROSION CONTROL PURPOSES. EROSION SHALL
ADVANCE BY CALLING (760) 633-2770. WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL
GRASSES TO
9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES SHIELD AND BIND
THE SOIL.
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER PLANT PERMANENT VEGETATION AS SOON AS
POSSIBLE, ONCE EXCAVATION AND
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE AFTER EACH RUN OFF PRODUCING RAINFALL. GRADING ACTIVITIES ARE COMPLETE.
""1R°
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL LEGEND
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES ON-SITE CONSTRUCTION MATERIAL STORAGE
OPERATION. WHICH MAY ARISE. PROPERTY SUBDIVISION BOUNDARY - -
10. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE STORED MATERIALS SHALL BE
CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AND SPILLAGE. CONTRACTOR SHALL STORE
THESE PRODUCTS WHERE THEY WILL EXISTING CONTOURS
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. STAY DRY OUT OF THE RAIN. CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL FOR ALL FUEL STORED ON-SITE.
EXISTING SEWER CLEANOUT/MANHOLE
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING PLAN SHALL BE INCORPORATED HEREON. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
KEPT ON-SITE. EXISTING SDG&E BOX
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY STOCKPILES MAY INCLUDE SOIL,
PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE VICWHY MAP
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK BASE, ETC. STOCKPILES SHALL BE LOCATED
AWAY FROM CONCENTRATED STORMWATER EXISTING OVERHEAD ELECTRIC LINE
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE FLOWS AND STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED NTS
(FOR NEIGHBORING HOUSE) -{
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS DAY' WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE BARRIER AROUND THE PERIMETER
AT ALL TIMES. STA TEMENT OF ENGINEER OF WORK EXISTING EDGE OF PAVEMENT
THEIR INTENDED USE. AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN CENTERLINE -
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) . SILT THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
ENGINEER
11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TRAINING SHALL
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE EXISTING WATER MAIN
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
10 SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SMALL BE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF EXISTING
SEWER MAIN
PROVIDED STATING: ' THE GRADING UNDER PERMIT ND. f03 S/-G ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR t,
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY LIMITS OF WORK/GRADING
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35. 023 FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION
BY THE CITY OF -X X-
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE SHALL S) AVAILABLE TO EVERYONE WORKING
ON SITE. THE PROPERTY
AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE OF CALIFORNIA DEPARTMENT OF CONSERVATION. OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, GRAVEL BAGS PER DETAIL A o 0 0 0 0 0 0 o 0 0 0
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. AND IT THEREFORE DOES NOT RELIEVE
THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
SUCH GRADING OPERATION. OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY SILT FENCE PER DETAIL B
-X-X-
WASTE WASTE MANAGEMENT AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES
12. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE FROM PROPERTY DAMAGE OR B ILY INJURY ARISING SOLELY FROM THE NEGLIGENT
ACTS,
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING ERRORS, OR OMISSIONS OF HE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES
ACTING HYDROSEED PROTECTION
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 1 . OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE AND UNUSED CONSTRUCTION MATERIALS. DUMPING
OF UNUSED OR WASTE WITHIN," HE COURSE A SCOP OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF PER BIOLOGIST RECOMMENDED + + + + +
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO PRODUCTS ON THE GROUND, WHERE WATER
CAN CARRY THEM INTO THE THE 0 PERFQrIRME Y TH ENGINEER. SEED MIX DESIGN ON SHEET 2 + + + + +
WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED
INTO STORMWATER. By. �''
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO
DIVERT THE NATURAL
INSTALLED. LINE IS. STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. J MES A. LARET DA TE
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT l
13. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR POFESSjp
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD UNDERGROUND. COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH p Q
S p,Cq
N4�
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL. RCE No. 29375 . P�nE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER XZ 9Fr �c
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS
WATER-BASED PAINTS ti z
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE,
WOOD, AND CLEARED PASCO LARET SUITER & ASSOCIATES w No, 29375 m
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO CONVEYED TO AN APPROVED DRAINAGE FACILITY. VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS
MUST BE TAKEN 535 N. COAST HIGHWAY 101 6 Exp. 03/31/11 a
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR SOLANA BEACH
CA, 92074 +
PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO 4. EROSION CONTOL MEASURES (E. G. BONDED FIBER MATRIX, INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WASTE HOTLINE TOLL FREE AT (800) 7114-1195.
FOR INFORMATION ON LANDFILLS PLSA 10108 ST CIVI\- LP
ACCORDANCE WITH SPECIFICATIONS. WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. 9�
OF CpLIF��
SEDIMENT CONTROL MEASURES (E. G. SILT FENCING, FIBER
14. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED POLLUTANTS SHALL BE KEPT
OFF EXPOSED SURFACES. PLACE TRASH CANS AND
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST RECYCLING RECEPTACLES AROUND THE SITE.
NPDES STATEMENT1 SPECIAL NOTE
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY PORTABLE TOILETS MUST BE IN GOOD WORKING
ORDER AND CHECKED FREQUENTLY DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY DEGRADATION DOWNSTREAM (E. G. CONCRETE OR STUCCO FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
AND STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. R9-2007-0001
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER WASHOUT AREAS, COVERED STORAGE AREAS FOR LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON
PERVIOUS (N. P. D. E. S. GERNERAL PERMIT NO. CS0106758) , WASTE DISCHARGE
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS SURFACES. REQUIREMENTS FOR DISCHARGES
OF STORM WATER RUNOFF ASSOCIATED WITH
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OVER A PERVIOUS SURFACE. CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH
SAID PERMIT, A STORM
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER WATER POLLUTION
PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM
ACCORDANCE WITH THE GRADING ORDINANCE. 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN
UP MATERIAL PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE
BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. COMMENCEMENT OF GRADING ACTIVITIES
AND A COMPLETE AND ACCURATE
15. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF NOTICE OF INTENT
(NOI) WILL BE FILED WITH THE SWRCB. A COPY OF
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF DRAIN, DRIVEWAY, AND STREET. THIS PROJECT SWPPP SHALL BE FILED WITH
CITY OF ENCINITAS WHEN RECEIVED;
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE LANDSCAPING PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY
OF
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF ENCINITAS WHEN RECEIVED.
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND 1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL IN ADDITION, THE
UNDERSIGNED AND SUBSEQUENT OWNER (S) OF ANY
ORDINANCE AND PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT N0. 1
CONFORM TO THE CITY OF ENCINITAS GRADING ORDIN
0351-G,
ALL ADOPTED LANDSCAPE AND IRRIGATION GRADING STANDARDS. AND BY SWRCB ORDER NO. R9-2007-0001, AND ANY SUBSEQUENT AMENDMENTS
THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SECTION C. 7 OF SWRCB ORDER NO. R9-2007-0001.
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION NOT # 9 37C313367
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. TORREY P CIFIC 3RPORATION,
BY 92!/ t DATE
OM STAVE SIDENT
qFE°S C;y 1012 SECOND AVENUE
A. 4 ` - ENCINITAS CA 92024
PHONE (760) 942-3256
ui
0. 29375 ENCINITAS FIRE PROTEMON DST. ENOWAS PAM a RECREATION DEPT. ENCINITAS PUB WORKS DEPT. DISTURBED AREA = 38 ACt
AS-BUILT
� Exp. 3-31-11 IMPERVIOUS SURFACE:
REVIEWED BY.' REV IEWE BY.' - PRE-DEVELOPMENT: 0 AC
sr CNIA ��� - -_- POST-DEVELOPMENT. 0 AC
M S A. LAKE DATE: �TE OF CRS\F04 F NET NEW IMPERVIOUS 0 AC
P.C.E. 29375
DATE.' A TE: CASE NO. 98-018 TM/MUP/ANX/EIA
EXP. 3-31-11 PER PC RESOLUTION NO. 99-01 ON FEBRUARY 11, 1999
S. SN DV1#WN BY CHECKED 8Y ' ', � '