2009-10115 G (Plans) j
GRADING NOTES NOTMCATFONS STORMWATER POLLUTION C01VTROL BAV NOTES ENVIRO]VAdENTAL NOTES: LEGAL DESCRIPTION
1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES RELAME TO CONSTRUCTION AC 1 . THE STEEPEST EXISTING SLOPE IN
THE GRADED AREA IS 18% LOTS 17, 18 & 36 THRU 42 OF MAP NO. 287 IN
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, (EXCLUDING ANY EXISTING MAN MADE SLOPES) . BLOCK
31 TOGETHER WITH THE VACATED
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONCRETE WASHOUT 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 2. 1
FT AND THE MAXIMUM
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS PORTIONS OF THE ALLEY AND COLE RANCH
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN VERTICAL HEIGHT OF FILL IS 2. 2 FT
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE ROAD ABUTTING SAID LOTS
ON THESE PLANS, HOWEVER:
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. 7 '
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.
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
REQUEST FOR INSPECTION. LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR 'S THE STDRMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. B.
) AVERAGE DEPTH = VOLUME OF FILL (C. F. ) = 1 . 5 '
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. OF FILL AREA OF FILL (S. F. ) AoP,N® 265-023-02,
03, 39, 47
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR CONSTRUCTION SITE ACCESS �eS
14
EVALUATION PROPOSED OLIVENAHIN GUEST HOME ADDITIONS VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION S
AND PARKING LOT, 350 COLE RANCH ROAD, COMMUNITY OF ! OF COMMENCEMENT OF WORK: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR
VEHICLES IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO
OLIVENHAIN SAN DIEGO COUNTY, CALIFORNIA 92024"GRADING SH BY A. SEWERS - CSD (760) 633-2770 EGRESS AND INGRESS TO PREVENT TRACKING
DIRT OFF SITE. THIS SHALL I THESE PLANS. 350 COLE RANCH ROAD
GEOSOILS, INC. , DATED AUGUEST 12, 2008. ALL GRADING SHALL
BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND ! NCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL ENCINITAS
CA 92024 IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A
SPECIFICATIONS CONTAINED IN SAID REPORT. B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT PANELS/PLATES. REGISTERED
CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS E OWNERIPERMITTEE
C. WATER - OMWD (800) 422-4133 - DIG ALERT CONSTRUCTION VEHICLES ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER
DETERMINES ^
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVALjjOF ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
KURTZ FAMILY TRUST \V!
D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED THE IMPROVEMENTS.
463 VIA MONTALVO
SIZES, LOCATION AND TYRE OF DRAINAGE FACILITIES, NOR OF FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE I HEREBY
CERTIFY THAT A REGISTERED SOILS ENGINEER OR ENCINTAS CA, 92024
IMPROVEMENTS WITHIN STREET RIGHT-OF BE REQUIRED SEPARATE 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 v
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
CONJUNCTION WITH IMPROVEMENT PLANS. OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 ANVSBILITY OF THE SITE.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. EROSION CONTROL EST
E II .S ILI GRADING. PHONE. (760) 633-2770. 450 CUBIC YARDS EXCAVATION (CUT)
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED ( �
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR SURFACES ESPECIALLY SHALL
BE PROTECTED AGAINST EROSION BY INSTALLING KUR Z FAMI TRU T DATE 2, 000 CUBIC YARDS EMBANKMENT (FILL) VJ
INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE 1,
550 CUBIC YARDS IMPORT
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED ORI WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO GROUND COVER VEGETATION, AND BONDED FIBER
MATRIX.REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. REJECTION AND REMOVAL. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR S 'S C C cly TRENCH VOLUMES OR ANY
CAVATION, IF
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE sl REQUIRED BY SITE CONDITIONS
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER I, A REGISTERED CIVIL ENGINEER IN THE STATE OF USING PERMANENT AND TEMPORARY EROSION CONTROL
MEASURES. CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
OR A LICENSED LAND SURVEYOR. CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 'F ARE CORRECT
PRIOR TO COMMENCEMENT OF WORK.
MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL EARTHWORK QUANTITIES ARE ESTIMATED FOR
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE DIRECTION BETWEEN THE DATES AND ONE COMPLETE OF THE NATURAL GROUND COVER. DO NOT REMOVE
TREES OR SHRUBS ya�'4p PERMIT PURPOSES ONLY. (CALCULATED ON A
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY UNNECESSARILY; THEY HELP DECREASE
EROSION. THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY DUE
TO SHRINKAGE OR SWELL FACTORS)
REGULATIONS. ENGINEER, FURTHERMORE, I
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION 8. GRADING
AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL
PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE BEEN INCORRPWATED IN T R D NG PLANS AND SPECIFICATIONS. SHIELD AND BIND THE SOIL.
CONDUCTED BETWEEN THE HOURS OF 5: 30 P. M. AND 7: 30 A. M. `
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. SIGNED: PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND snE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING ACE NO. : Y78S7 �;�,Ert�Af GRADING ACTIVITIES ARE COMPLETE.
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE ® • S Y�� WATER USAGE FOR DUST CONTROL SHALL 8E MINIMIZED. L
PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, EXP. DATE: «- � ®� y
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETINGS` ON-SITE CONSTRUCTION MATERIAL STORAGE
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN No. 4117
ADVANCE BY CALLING (760) 633-2770. GEOSOILS, INC. PROPERTY SUBDIVISION BOUNDARY
5741 PALMER WAY Up. 1 3/ O STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE PROPOSED
SETBACKS - -
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY CARLSBAD, CA 92010 ®q AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE
THEY WILL
DEVE®OED CONSTRUCTION SITE AWITHIN THIS APPROJECT FROM HE 760-438-3155 'TAO C ®�® STAYADRYFOU STORED RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT PROPOSED CONTOURS Z THE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER EXISTING CONTOURS -
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE I CONTROL ELIMINATE OR REDUCE POLLUTION OF STDRMWATER FROM STOCKPILES KEPT ON-SITE.
NTS
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE E
XISTING SEWER CLEANOUT
OPERATION. 1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BASE, ETC. STOCKPILES SHALL BE LOCATED ED AWAY Y FROM CONCENTRATED STDRMWATER
HANK KURTZ AT (760) 717-3117, 24 HOURS A DAY FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED EXISTING
SDG&E BOX
11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE BARRIER AROUND THE PERIMETER
AT ALL TIMES. STA TEMENT OF ENGINEER F WORK EXISTING OVERHEAD ELECTRIC LINE
RELEASE OF SECURITY, AN AS-GRADED CERTIFICATION SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL (FOR
NEIGHBORING HOUSE)
PROVIDED STATING: THE GRADING UNDER PERMIT N0.10IJ5-G NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT THE UNDERSIGNED ENGINEER
AGREES THAT THE WORK PERFORMED BY THE ENGINEER
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TRAINING SHALL
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE EXISTING EDGE OF PAVEMENT
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED TEMPORARY DEVICES WHEN RAIN IS IMMINENT. ENGINEEER'S TRADE OR PROFESSION. THE
ENGINEER FURTHER AGREES THAT THE WORK
AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED CONTRACTORS' EMPLOYEES
WHO PERFORM CONSTRUCTION IN THE CITY OF PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS CENTERLINE
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. ENCINITAS SHALL BE TRAINED TO FAMILIAR
WITH THE CITY OF ENCINITAS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
STDRMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY EXISTING WATER MAIN
SUCH GRADING OPERATION. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
THE PROPERTY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER OWNER(S) AND THE PRIME
CONTRACTOR MUST INFORM SUBCONTRACTORS ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, EXISTING SEWER MAIN -
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT AFTER EACH RUN OFF PRODUCING RAINFALL. ABOUT STDRMWATER REQUIREMENTS AND THEIR OWN
RESPONSIBILITIES. AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF AESPONSIBLIITY FOR THE PLANS
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL WASTE MANAGEMENT OR
DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY 4" SEWER LATERAL SDRSD SC-01 S
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEES
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL MEASURES AS MAY BE RE®UIRED BY THE CITY ENGINEER DUE TO 1.5"
WATER SERVICE ASSEMBLY
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES FROM PROPERTY DAMAGE
OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, AND METER OMWD B-1.3
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF WHICH MAY ARISE. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING W
AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT
AND ARISING OUT OF
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE THE WORK PRODUCTS
ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE DOUBLE CHECK DETECTOR CHECK OMWD
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT
JMED BY THE ENGINEER.
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. / OMWD
C-1.1
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO DIVERT THE NA. By.
� � �'� d 0
FIRE HYDRANT
THEIR INTENDED USE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT
THE NATURAL WILLIAM J STIN SUITER DATE LIMITS OF WORK/GRADING
GRADING PLAN SHALL BE INCORPORATED HEREON. STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY DUMPSTER LIDS SHALL REMAIN
CLOSED AT ALL TIMES. DUMPSTERS WITHOUT
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR �pFESSjO
FLOWLINE
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH ®4
JpgTI v9`
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAY. MATERIAL. RCE No. 68964 & k
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE tv� S� SG F� DRAINAGE DIRECTION -�
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WATER-BASED PAINTS, �^
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT LD � D m
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) . SILT VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE,
WOOD, AND CLEARED PASCO LARGT SUITER & ASSOCIATES w No. 68964 FENCE LINE -X-X-
-INSTALLED. AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN 535
N. COAST HIGHWAY 101 E . 12/31/09
10 . SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR SOLANA
BEACH CA, 92074 HATCHED AREA REPRESENTS LANDSCAPED
INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS S, AREA FOR BEST MANAGEMENT PRACTICE NOT
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH WASTE HOTLINE TOLL FREE AT (800) 7114-1195.
FOR INFORMATION ON LANDFILLS PLSA 1641F Tq CIVIC-���� TO BE MODIFIED WITHOUT PERMIT FROM THE
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35. 023 AND TO ORDER DUMPSTERS CALL
EDCO AT (760) 436-4151. OF CALL CITY.
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE POLLUTANTS SHALL BE KEPT OFF EXPOSED
SURFACES. PLACE TRASH CANS AND
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL OF CALIFORNIA DEPARTMENT OF CONSERVATION. RECYCLING RECEPTACLES AROUND THE SITE.
NPDES STATEMENTI SPE 4" AC PAVE OVER 6" CLASS II BASE
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY DEVELOPMENT
OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF pCC CONCRETE - THICKNESS 5"
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 S® FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND
STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. R9-2007-0001
PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS (N. P. D.
E. S. GERNERAL PERMIT NO. CS0108756) , WASTE DISCHARGE
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE SURFACES. REQUIREMENTS
FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH 6" PVC DRAINAGE PIPE, UNLESS _
ACCORDANCE WITH SPECIFICATIONS. ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH
SAID PERMIT, A STORM OTHERWISE INDICATED - - - - -
WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, WATER POLLUTION
PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM 12" PVC DRAINAGE PIPE
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND AND STORMORAIN. CONTRACTOR
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION
SITE. COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY NOTICE OF INTENT (NOI)
WILL BE FILED WITH THE SWRCB. A COPY OF 12'•X12•° AREA DRAIN ❑
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE LINE IS. THIS PROJECT SWPPP SHALL BE FILED WITH CITY OF
ENCINITAS WHEN RECEIVED,
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE 24••X24'•
BROOKS BOX
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER 2, ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED L SC PERMIT NUMBER
FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE UNDERGROUND. ENCINITAS WHEN RECEIVED.
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED TYPE F CATCH BASIN PER SDRSD D-7
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 1 . ALL SLOPES SHALL BE PLANTED AND IRRIGATED ZN ACCORDANCE
3. NO CONCENTRATED ES. WATER FLOWS ARE PERMITTED OVER WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL IN ADDITION,
THE UNDERSIGNED AND SUBSEQUENT OWNER (S) OF ANY
ACCORDANCE WITH THE GRADING ORDINANCE. ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM , PORTION OF THE PROPERTY COVERED
BY THIS GRADING PERMIT N0.10115-G, RETAINING WALL PER SDRSD
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE AND BY
SWRCB ORDER NO. R9-2007-0001, AND ANY SUBSEQUENT AMEN®MENTS
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
CONVEYED TO AN APPROVED DRAINAGE FACILITY. THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN 'NO PARKING
FIRE LANE" SIGN �-
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF SECTION C. 7 OF SWRCB ORDER NO. R9-2007-0001 .
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 4, EROSION CONTOL MEASURES (E. G. BONDED FIBER MATRIX, 2. FINISH GRADING
AND PLANTING SHALL BE ACCOMPLISHED ON ALL
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY