2012-11173 G (Plans) GRADVVG NOTES NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES ENVIRONMENTAL NOTES: LEGAL DESCRIPTION
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RELATIVE TO CONSTRUCTIONACTIVITIES
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A PORTION OF LOT 179 OF MAP 4564 IN THE
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A (EXCLUDING ANY EXISTING MAN
MADE SLOPES). CITY OF ENCINITAS, COUNTY OF SAN DIEGO
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONCRETE WASHOUT STATE
OF CALIFORNIA.
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 2. THE MAXIMUM VERTICAL
DEPTH OF CUT IS 8.0 FT
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM ON THESE PLANS, HOWEVER: CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 8.0 FT
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO A.P.N.:
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
REQUEST FOR INSPECTION. 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C F.) = 2. FT
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. OF CUT AREA
OF CUT (.) 260-523-14-00
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S CONTRACTOR SHALL POST A SIGN DESIGNATING
THE WASHOUT LOCATION.
EVALUATION FOR 1900 LAKE DRIVE ENCINITAS, CALIFORNIA "
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID SITE ADDRESS
3. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 1.3 FT
PREPARED BY GEOTEK, INC. DATED SEPTEMBER 12, 2010 ALL UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR CONSTRUCTION SITE ACCESS OF
FILL AREA OF CUT (S.F.)
GRADING SHALL BE DONE IN ACCORDANCE WITH THE VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID OF COMMENCEMENT OF WORK: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES
1900 LAKE DRIVE
REPORT. A. SEWERS - CSD (7601 753-6203 EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I OWNER'S CERTIFICATE
CARDIFF CA, 92007
NCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL
3 APPROVAL B. GAS 6 ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT PANELS/PLATES. IT IS AGREED THAT FIELD CONDITIONS MAY
REQUIRE CHANGES TO
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE CONSTRUCTION VEHICLES THESE PLANS. OWNER/PERMITTEE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN C. WATER - SDWD (800) 422-4133 - DIG ALERT
CONJUNCTION WITH IMPROVEMENT PLANS. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED IT IS FURTHER AGREED THAT THE
OWNER (DEVELOPER) SHALL HAVE A DON FOR,
D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR US FINANCIAL, LP
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. ADDITIONS
TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES 3770 HANCOCK STREET, SUITE D
GRADING.
E. CABLE TV - COX (800) 422-4133 - DIG ALERT ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF SAN DIEGO,
CA 92110
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 EROSION CONTROL THE IMPROVEMENTS.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. PHONE: (760) 633-2770. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES.
SLOPED
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING I HEREBY CERTIFY
THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE ESTIMATED EARTHWORK QUANTITIES
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR EROSION RESISTANT SURFACES SUCH AS EROSION
CONTROL MATS, ADEQUATE
INSPECTION. PHONE. (760) 633-2770. ALL WORK PERFORMED GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. OVER ALL GRADING
ACTIVITY AND ADVISE OF THE COMPACTION
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO AND STABILITY OF THE SITE.
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- REJECTION AND REMOVAL. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING NET WEATHER.
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER 750 CUBIC YARDS EXCAVATION (CUT)
OR A LICENSED LAND SURVEYOR. SOILS ENGINEER'S CERTIFICATE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE - 750
CUBIC YARDS EMBANKMENT (FILL)
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION 0
CUBIC YARDS EXPORT
I, 9°n&14 A . f.cd A REGISTERED CIVIL ENGINEER IN THE STATE OF USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. DON
RADY FOR, DA E
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL US FINANCIAL,
LP * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL REMOVE EXISTING VEGETATION ONLY
WHEN ABSOLUTELY NECESSARY. LARGE 3770 HANCOCK STREET, SUITE D TRENCH VOLUMES OR ANY OVEAEXCAVATION, IF
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY PROJECTS SHALL BE CONDUCTED IN PHASES
TO AVOID UNNECESSARY REMOVAL SAN DIEGO, CA 92110 REQUIRED BY SITE CONDITIONS
REGULATIONS. DIRECTION BETWEEN THE DATES kl/j of AND I I z. ®v ONE COMPLETE OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR
SHRUBS
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY UNNECESSARILY, THEY HELP DECREASE EROSION. CONTRACTOR SHALL
SATISFY SELF THAT ESTIMATES
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ARE
CORRECT PRIOR TO COMMENCEMENT OF WORK.
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE ENGINEER, FURTHERMORE, I TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
CONDUCTED BETWEEN THE HOURS OF 5: 30 P.M. AND 7- 30 A. M. HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE IS NOT IMMEDIATELY PLANNED FOR EROSION
CONTROL PURPOSES. EROSION SHALL EARTHWORK QUANTITIES ARE ESTIMATED FOR v
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BE PREVENTED BY PLANTING FAST-GROWING
ANNUAL AND PERENNIAL GRASSES TO PERMIT PURPOSES ONLY. (CALCULATED ON A
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SHIELD AND BIND THE SOIL.
THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SIGNED: PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND DUE
TO SHRINKAGE OR SWELL FACTORS)
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, 4,
GRADING ACTIVITIES ARE COMPLETE. i M ervF REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE
GRADING CONTRACTOR AND PERMITTEE. THE PAEGRADE MEETING RCE NO. : �3 58( �e
DETERMINED. REFER TO SOILS REPORT FOR REMOVAL
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN $ WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ADVANCE BY CALLING (760) 633-2770. EXP. DATE: AND AECOMPACTION DEPTHS.
E? 1� ON-SITE CONSTRUCTION MATERIAL STORAGE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY GEOTEK, INC
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE 1384 POINSETTIA AVENUE �_ s LEGEND
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE VISTA, CA 92081 w , °`" STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO
PREVENT SEEPAGE
AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER PROJECT NO. 3382-SD3 STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE PHONE (760) 599-0509 FOR ALL FUEL STORED ON-SITE.
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
OPERATION. WATER NOTES (SANDIEGUITO WATER DISTRICT) ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE.
1 . REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE
PROPERTY BOUNDARY
11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING CONSTITUTE THE LOCATION BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWATER
REPRESENTATION AS TO THE ACCURACY OF,
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL FLOWS AND STORMDAAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED PROPOSED
CONTOURS
RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11173-G UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. WITH SOIL STABILIZATION MEASURES
AND PROVIDED WITH A TEMPORARY SEDIMENT
BARRIER -
AROUND THE PERIMETER AT ALL TIMES. EXISTING CONTOURS HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH
THE 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I. E. ,
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION TRAINING EXISTING
FENCE -X X
AS-GRADED PLAN" . THIS STATEMENT SHALL BE FOLLOWED BY THE Y 1Cllr1 l l
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION
IN THE CITY OF
CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE NTS
SUCH GRADING OPERATION.
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO ENCINITAS SHALL BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS EXISTING
AC BERM
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION STORMWATER POLLUTION CONTROL REQUIREMENTS.
THESE BMP NOTES
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT BY SAN DIEGUITO WATER DISTRICT. SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE
PROPERTY STATEMENT OF ENGEVEER OF WORK RIGHT OF WAY LINE
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS OWNER (S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. THE UNDERSIGNED ENGINEER
AGREES THAT THE WORK PERFORMED BY THE ENGINEER SETBACK LINE
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT,
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE � WASTE MANAGEMENT ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER
AGREES THAT THE WORK EXISTING UNDERGROUND UTILITIES
METERS, VALVES, VALVE BOXES, ETC. ) WHICH IS AFFECTED B Y THEIR EXISTING WATER MAIN
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT WATER AGENCIES ' STANDARDS COMMITTE (WASC) STANDARDS. IF CONTRACTOR SHALL BE RESPONSIBLE FOR
PROPERLY DISPOSING OF ALL WASTE REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE AND UNUSED CONSTRUCTION MATERIALS. DUMPING
OF UNUSED OR WASTE REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY EXISTING SEWER MAIN S S
UPGRADED TO CURRENT STANDARDS AT THE OWNER 'S EXPENSE. PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE FOR THE PLANS PREPARED
BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ENCINITAS OF THE TECHINICAL SUFFFICIENCY
OR ADEQUACY OF THE PLANS OR DESIGN EXISTING SEWER LATERAL
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 4 UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOP THE PLANS
THEIR INTENDED USE. PARALLELING WATER SERVICES. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. OR DESIGN OF IMPROVEMENTS
BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES EXISTING WATER SERVICE O
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING 5. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY
FOR LEAKS. FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES.
DUMPSTERS WITHOUT ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING LIMIT OF WORK W W
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE VAUL TS. LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF -
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH THE WORK PERFORMED
BY THE ENGINEER.
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS MATERIAL.
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN a PROPOSED
FILL SLOPE 2:1 MAX
FRONT OF THE PARCEL THEY ARE SERVING. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS,
INSTALLED. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE WOOD, AND CLEARED BY: , 1r0! 2
14. ALL AREAS TO BE FILLED SHALL 8E PREPARED TO BE FILLED AND 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT VEGETATION CAN BE RECYCLED.
NON-RECYCLABLE MATERIALS MUST BE TAKEN W. JU ITER DATE AREA OF UNDOCUMENTED FILL
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD NO-LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL TO AN APPROPRIATE LANDFILL OR DISPOSED
OF AS HAZARDOUS WASTE. FOR TO BE RECOMPACTED
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS RCE No. 71651
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE WASTE HOTLINE TOLL FREE AT (800)
7114-1195. FOR INFORMATION ON LANDFILLS QppFESSIpN
SURFACE UPON WHICH THE FILL IT TO BE PLACED. LOOSE FILL NO-LEAD BRASS PARTS. AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. q
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM PASCD LARET BUTTER & ASSOCIATES Qtc�P� JUSTI,VS��
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO
B. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND 535 N.
COAST HIGHWAY 101 G�f�m
A DEPTH OF 12 INCHES AND THEN COMPACTED 70 A MINIMUM OF 90 SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN RECYCLING RECEPTACLES AROUND
THE SITE. SOLANA BEACH CA, 92074 H r
PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO ACCORDANCE WITH WC-17 OR WC-18. w a N0. 2/31/ " m
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY PLEA 1881E ¢ Exp. 12/31/13 �
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND Y}
ACCORDANCE WITH SPECIFICATIONS. NOTES: LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS ST� CIVIC- yP
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE SURFACES. q
OF Cm-
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO ALL CONSTRUCTION DEBRIS SHALL BE KEPT
AWAY FROM THE STREET, GUTTER,
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO AND STORMDRAIN. CONTRACTOR MUST ROUTINELY
CHECK AND CLEAN UP MATERIAL
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION
SITE.
ENGINEER OF WORK AND LEFT OT A NEAT AND WASTE M DOUBLE PERMIT FEES. IT IS THE ON OF THE OF THE PAS
C 0 LARET SUITE R
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LINE IS. EXISTING ONSITE PROPOSED ONSITE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED LANDSC"ING IMPERVIOUS
AREA IMPERVIOUS AREA ASSOCIATES
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN UNDERGROUND. (EXCLUDING ROOFTOPS) (EXCLUDING ROOFTOPS)
ACCORDANCE WITH THE GRADING ORDINANCE. 3. NO CONCENTRATED DRAINAGE FLOWS APE PERMITTED OVER 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED
IN ACCORDANCE
ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONFORM TO THE CITY
OF ENCINITAS GRADING ORDINANCE AND $850 W HAf[ISCAPE 0 SF HANDSCAPE 535 M Cast Highway 101 Ste A Solana Beach, CA 92075
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF CONVEYED TO AN APPROVED DRAINAGE FACILITY. ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 4. EROSION CONTOL MEASURES (E. G. BONDED FIBER MATRIX, ph
855.�59.S;a1� I fa S5s1.�59.48Il� I plsaemSlffieerin�.c®ffi
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED 2. FINISH GRADING AND PLANTING SHALL
BE ACCOMPLISHED ON ALL
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY
UPON COMPLETION
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND SEDIMENT CONTROL MEASURES (E. G. SILT FENCING, FIBER OF ANY SLOPES GRADED BETWEEN
OCTOBER 1 AND APRIL 15. BMP STATUS:
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED STAMAW
PROJEM
SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST
ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
AS BUILT WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY ENONITAS DIRE PROTECTION DIST. SAN DMOUITO WATER DISTRICT ENCINITAS PARES&RECREATION
DEPT. ENCINITAS PUBLIC WORKS DEPT.
DEGRADATION DOWNSTREAM (E. G. CONCRETE OR STUCCO
WASHOUT AREAS, COVERED STORAGE AREAS FOR IC % REV BY' REVIEWED BY.' RE VIE ED B
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS IEW D BY:
Y�l ( �� OVER A PERVIOUS SURFACE. $ / -/� � t� � � ".
W. JUSTIN I DATE 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL '
BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND '1 �L 3 ZT- ( - 2,
R.C.E. N0. 964 j DATE.' DATE DATE:
EXP. 12131113 CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF 9 , ATE
DRAIN, DRIVEWAY, AND STREET. SIGNATURE EXPIRES AFTER 2 YEARS
REVISIONS APPROVED DATE ;REFERENCES DATE BENCHMARK SCALE PLANNING & BLTH DING DESTGL D BY DRAWN TGL BY CHECKED BY APPROVALS
CITY OF ENCINITAS ENGINEERING DEP"IMENT DRAWING NO.
AS-!3U( T 0• 42 CITY OF ENCINITAS SURVEY CONTROL POINT PLANS P PARED UNDER THE SUPERVISION OF REVIEWED /t1, GRADING PLAN