2003-7909 G (Plans) GRADING NOTES - LEGAL DESC GN
NOTIFICATIONS STO ATER POLLUTION CONTROL BMP NOTES ONMENTAL NOTES:
THE LAND REFERRED TO IN THIS REPORT IS PARCEL C PEA DOCUMENT
1. ALL WORK SHALL BE DOVE IN ACCORDANCE WITH THESE PLANS, RELA TINE TO CONSTR UCTION ACTIVITIES 1. THE STEEPEST EXISTING SLOPE
IN THE GRADED AREA IS 44% 95-449163 IN THE NORTHEAST QUAATRER OF THE NORTHWEST QUARTER
THE STANDARD SPECIFICATIONS FOR RBL IC WORKS 1. THE EXISTENCE AND LOCATION OF LADEAGAOJIND UTILITY PIPES CONCRETE WASHOUT (EXCLUDING
ANY EXISTING MAN MADE SLOPES). OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH,
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A RANGE
4 WEST, S.B.M.
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONTRACTOR SHALL ESTABLISH AND USE AN
ADEQUATEL SIZED CONCRETE 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 8 FT AND THE MAXIMUM
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM KNOWLEDGE THERE APE NO EXISTING UTILITIES EXCEPT AS SHOWN WASHOUT AREA TO CONTAIN WASHOUT
WASTES ON SITE. IT IS ILLEGAL TO VERTICAL HEIGHT OF FILL IS 4 FT A.P.N.: 259 - 130 -73
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ON THESE PLANS, HOWEVER: WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE
LIKE INTO
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY THE STO,RMWATER CONVEYANCE SYSTEM OA ANY RECEIVING WATER. 3. A.)
AVERAGE DEPTH = VOLUME OF CUT (C. F.) = 0. 15' ,SITE ADDRESS
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION - MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES CONTRACTOR SHALL POST
A SIGN DESIGNATING THE WASHOUT LOCATION. OF CUT APE OF CUT (S. F. ) 355 SEEMAN DR.
PROPOSED GARAGE, 355 SEEMAN DRIVE, ENCINITAS, CALIFORNIA LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS CONSTRUCTION SITE ACCESS B.)
AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 0.11' ENCINITAS, CA 92024
(A.P.N. #259- 130 -73) " PREPARED BY VIN�JE G MID�DLETON RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO OF FILL AREA
OF FILL (S. F. )
ENGINEERING INC. DA TED AUGUST 20, 2003 SHALL BE CONSIDERED AS A CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR A STABILIZED CONSTRUCTION SITE
ACCESS SHALL BE PROVIDE FOR VEHICLES
PART OF THIS GRADING PLAN. ALL 640114d SHALL BE DONE IN STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE. THIS SHALL I OWrNER/PERM=E
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS LOCATION OF UTILITIES AND NOTIFICATION OF C044ENCEMENT OF NCL LDE USING MATERIAL SUCH AS GRAVEL
AND /OR CORRUGATED STEEL MRS. CATHY & MR. TOM STA VER
CONTAINED IN SAID REPORT. WORK: PANEL S /PLA TES. 345 SEEMAN DR
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF A. SEWERS - ESD (760) 633 -2770 ENCINITAS,
CA 92024
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF CONSTRUCTION VEHICLES
(760) 436 -7989
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE B. GAS & ELECTRIC - (800) 422 -4133 - DIG ALERT A SPECIFIC AREA AWAY FROM GUTTERS
AND STOR3 0PA IN SHALL BE DESIGNATED
APPROVALS AND PETITS FOR THESE SHALL BE REQUIRED IN FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
ES TED Q
CONJUNCTION WITH IMPROVEMENT PLANS. C. WATER - J@Wb (760) 443 ! 2 714 EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF
-SITE.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOP ANY OFF -SITE D. TELEPHONE - (800) 422 -4133 - DIG ALERT EROSION CONTROL
GRADING.
E. CABLE TV - (800) 422 -4133 - DIG ALERT EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED EROSION CONTROL
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 EROSION RESISTANT SURFACES
SUCH AS EROSION CONTROL MATS, ADEQUATE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ES 71WA TED EAR THWORK Q U AINV= S
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. GROUND COVER VEGETATION, AND BONDED FIBER
MATRIX. CATHY OR TOM STA VER AT 760 - 436 -7969 (24 HOURS)
REPAIRED TO CONDITION EXISTINIG PRIOR TO GRADING. PHONE' (760) 633 -2770. 550 CUBIC YARDS EXCAVATION (CUT)
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MAO%* ENT OR 3. THE CONTRACTOR SHALL GIVE 24 HOURS !NOTICE ON CALLS FOR NO EXCAVATION AND
GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 2. EQUIPMENT ANC WORKERS FOR EMERGENCY WORK SHALL BE MADE 375 CUBIC YARDS EMBANKMENT (FI LL)
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED DIVERSION DIKES SHALL BE CONSTRUCTED
TO CHANNEL RUNOFF AROUND THE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL 175 CUBIC YARDS EXPORT (CUT)
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO CONSTRUCTION SITE. CONTRACTOR SHALL
PROTECT CHANNELS AGAINST EROSION NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT � ESTIMATE DOZES NOT INCLUDE STRI'PPINGS, UTILITY
OR A LICENSED LAND SURVEYOR. REJECTION AND REMOVAL. USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. CONVENIENT LOCATIONS
TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES WHEN PAIN IS IMMINENT. TRENCH VOLUMES OR ANY OVEREXCAVATION, IF
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
REQUIRED BY SITE CONDITIONS
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE HYDROSEED NOTES PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL 3.
DEVICES SHOWN ON PLANS SHALL NO T BE MOVED OR MODIFIED
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS WITHOUT THE
APPROVAL OF THE ENGINEERING INSPECTOR. CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED UNNECESSARILY; THEY HELP DECREASE
EROSION. 4 . THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK.
AEGULA TIONS. 6'1 (HORIZONTAL TO VERTICAL) OR STEEPER *EN THEY ARE:
a . THREE FEET OR MORE IN FILL AREAS. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER EARTHWOIR�C QUANTITIES ARE ESTIMATED FOP 8 . GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112)
IS NOT IMMEDIATELY PLANNED FOP EROSION CONTROL PURPOSES. EROSION SHALL AFTER EACH RUIN OFF PRODUCING RAINFALL. PERMIT PURPOSES ONL (CALCULATED
ON A
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 1). 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE
THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 730 A.M. IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT BE PREVENTED BY PLANTING FAST-
GROWING ANNUAL AND PERENNIAL GRASSES TO 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL DUE TO SHRINKAGE OR SWELL FACTORS).
NCR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOIL IDA YS . CHARACTER OF THE MATERIAL AS APPROVED BY THE SHIELD AND BIND THE SOIL.
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
CITY ENGINEER. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND UNCOMPLETED GRADING OPERATION OR LWORESEEN
CIRCUMSTANCES
9. NO GRADING OPERATIONS SHALL COM 7CE UNTIL A PREGAADING 2. RIGA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL GRADING ACTIVITIES
APE COMPLETE. WHICH MAY ARISE. LE GEND
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE AT THE OIPTIMUI'N LEVEL FOR THE GROWTH OF THE HYDROSEED9ED 6. THE
CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE S.D.R.S.D. =SAN DIEGO REGIONAL STANDARD DRAWINGS
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GROWTH. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
GRADING CONTRACTOR ANC PEPMITTEE. THE PREGRADE MEETING NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 3. HYDROSEEDING SHALL CONSIST OF ALL THE FOLLOWING: ON -SITE CONSTRUCTION MATERIAL
STORAGE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
ADVANCE BY CALLING (760) 633 -2770. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: PROJECT BOUNDARY
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE 7. ALL EROSION CONTROL MEASURES PROVIDED PEA
THE APPROVED
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY a. 20 Ibs . PER ACRE OF ROSE CLOVER. AND SPILLAGE. CONTRACTOR SHALL STORE THESE
PRODUCTS WHERE THEY WILL GRADING PLAN SHALL BE INCORPORATED HEREON. LOT LINE -
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE b. 20 Ibs . PER ACRE OF ZORRO FESCUE. STAY DRY OUT OF THE PAIN. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE c. 3 Ibs. PER ACRE OF E SCHOOL CIA CALIFORNICA . FOP ALL FUEL STORED ON -SITE.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY EXIST. CONTOURS _..._, ...__ { _.......,...._,
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE d. 4 Ibs. PER ACRE OF ACHILLEA MILLEFOILIA. DAY. PROP.
CONTOURS 255
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING e. 3 Ibs . PEA ACRE OF ALYSSUM (CADET OF SNOW ). EL IMINA TE OR REDUCE POLLUTION OF STOAMWA
TER FROM STOCKPILES KEPT ON -SITE.
OPERA TIDN. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE g ALL REMOVABLE PROTECTIVE DEVICES
SHOWN SHALL BE IN PLACE LIMITS OF GRADING -
f . 1/2 Ib . PER ACAS OF DIMUHOLECA . BASE, ETC. STOCKPILES SHALL BE LOCA TED AWAY FROM CONCENTRATED STORMWA TER . A T THE
END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN
11. UPON FINAL COMPLETION OF THIS WORK UNDER THE GRADING g . ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE FLOWS AND S T�h1DAA IN
INLETS. STOCKPILES SHALL BE COVERED DR PROTECTED PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40� }. SILT PROPOSED DRAINAGE
OMITTED ON LOCATIONS WHERE THE AREA BEING WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AN01OA FINAL HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC BARRIER AROUND THE PERIMETER AT ALL TIMES.
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE STREET OR RESIDENTIAL STRUCTURES. �
PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 7909 -G TRAINING 10, SAD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
CUT /FILL LINE
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR F
THE APPROVED GRADING PLAN OR AS SHOW ON THE ATTACHED NITROGEN FIXING BACTERIA AND APPLIED DAY EITHER BY TO NOVEMIBEP 15, THE
SLOPES SHALL BE STABILIZED WITH
AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION
IN THE CITY of PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 CENTERLINE -
THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO ENCINITAS SHALL 8E TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS OF THE EROSION
AND SEDIMENT CONTROL HANDBOOK OF THE STATE
CERTIFIES SUCH GRADING OPERATION. i . ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB- STOAMWA TER POLLUTION CONTROL REQUIREMENTS. THESE
BMP NOTES OF CALIFORNIA DEPARTMENT OF CONSERVATION. SILT FENCE (SEE DETAIL) X X
SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
12. ALL GRADING SHALL BE INSPECTED AND TESTED 8Y A QUALIFIED DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION OWNER (S) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS STRAW BALE BARRIER o 0 0 0 0 0 0 0 0 0 0
SOILS ENGINEER OR tJ�vC3EA HIS DIRECTION. HE SHALL INSPECT TAG ATTACHED TD, OR PRINTED ON SAID CONTAINERS. ABOUT STOVRMWA TER REQUIREMENTS AND
THEIR OWN RESPONSIBILITIES. O WWER S CER TIFTCA TE
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS }. NON- PHYTO- TOXIC WETTING AGENTS MAY BE ADDED TO THE WASTE MANAGEMENT
STEEP SLOPE EASEMENT BOUNDARY - - - - -
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. IT IS AGREED THAT
FIELD CONDITIONS MAY ESQUIRE CHANGES TO
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 2. TYPE 1 MACH APPLIED AT THE RATE OF NO LESS THAN CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPERLY DISPOSING OF ALL WASTE THEE PLANS'
SUITABILITY OF ANY FILL MA TERIAL . UPON COMPLETION OF IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE
A EXISTING ENCROACHMENT
Ibs . PER ACAS. TYPE 6 M(.�LCH (STRAW) MAY BE AND UNUSED CONSTALKTION MATERIALS. DUMPING OF UNUSED OR WASTE
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED PRODUCTS ON THE GROUND, WHERE WATER
CAN CARRY THEM INTO THE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES AL TEAA TIONS OR
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT FIBER MA TERIAL . WHEN STRAW IS USED IT MUST BE ANCHORED CONVEYANCE SYSTEM IS
STRICTLY PROHIBITED. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50X ARE NECESSARY FOR
AND DESIRABLE FOR THE PROPER COMPLETION OF HYDROSEED & STRAW MAT INSTEAD
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS OF THE STRAW INTO THE SOIL. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO
STORMWA TER. THE IMPRO
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR BERMS /DIKES SHALL BE PLACED AAOUVD DUSTERS TO DIVERT THE NATURAL I HEREBY
CERTIFY THAT A REGISTERED SOILS ENGINEER OR
THEIR INTENDED USE. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, STORM PLU FF. DUMIPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. GEOLOGI
ST HAS BEEN DA WILL BE RETAINED TO SUPERVISE
16 -20 -0, WITH 15% SULPHb#3 APPLIED AT THE RATE OF DUMPSTEA LIDS SHALL REMAIN CLOSED AT ALL TINS. DUMPSTERS WITHOUT OVER ALL GRADING
ACTIVITY AND ADVISE OF THE COMPACTION PROPOSED CUT SLOPE T T
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCA VA TED 500 1bs • PER ACRE. LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING
OR AND STABILITY OF THE SITE.
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING AREAS TO BE HYDIROSEEDED SHALL BE PREPARED PRIOR TO COVERED WITH TARPS IN ORDER TO AVOID
PAIN CONTACT WITH ANY TRASH PROPOSED FILL SLOPE
OF WA TER. HE SHALL CONTROL SURFACE WATER AND AVOID HYDROSEEDING BY: MA TERIAL L.
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 1. ROUGHENING THE SU19FACE TO BE PLANTED BY ANY OR A
A
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WA TER -BASED PAINTS,
PROPOSED BROW DITCH - SEE DETAIL
OF FRESHL Y GRADED AREAS UNTIL SUCH TIME AS PERMANENT COlMBINA TION OF.' VEHICLE FLUIDS BROKEN ASPHALT AND CONCRETE WOOD AND CLEARED
l 0 �
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN a. TRACK WALKING SLOPES STEEPER THAN 6:1. VEGETATION CAN BE RECYCLED. NON - RECYCLABLE
MATERIALS MUST BE TAKEN MR. TOM STA VER DATk EXISTING EDGE OF PAVEMENT -
INSTALLED. b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
ABOVE. INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS PROPOSED 6" AC BERM
14. ALL ALAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND 2. CONDITIONING THE SOILS SO THAT IT SUITABLE FOR WASTE HOTLINE TOLL FREE AT
(800) 7114 -1195. FOR INFORMA ON LANDFILLS �J
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD AND TO ORDER DU PSTERS CALL EDCO A T (760) 436 -4151. bb
Y ': = -•- f -.:z = • = t= =y:
SPECIFICA TIONIS. ALL VEGETABLE MA TTEA AND OBJECTIONABLE PLANTING BY: PROPOSED LOOSE DG AND _
MATERIAL SHALL BE REMOVED BY THE CONTR ACTOR FROM THE a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A POLLUTANTS SHALL BE KEPT OFF EXPOSED
SURFACES. PLACE TRASH CANS AND MRS. CA THY Z DATE CEMENT TAEA TED DG TRAIL SURFACE UPON W •fICH THE FILL IS TO BE PLACED. LOOSE FILL
DAMP, &IT ACT T SA TU4a TEO SEED BED. RECYCLING RECEPTACLES AROUND THE SITE. 345 SEEMAN (SEE DETAILS D-2 & F2)
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM b. THE ADDITION OF SOILS AMENDMENTS ph ADJUSTMENT, ENCINITAS, CA 92024
NATURAL C4:kXM. THE EXPOSED SOILS SHALL BE SCARIFIED TO LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE PORTABLE TOILETS MUST BE IN
GOOD WORKING ORDER AND CHECKED FREQUENTLY (760) 436 -7898
A DEPTH OF 12 INCHES AND THEN COMPA C TED TO A MINIMUM OF 90 CONDITIONS FOP GROWTH. FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
AND
PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE PORTABLE TOILETS AWAY FROM STOAMD4RAIN INLETS ON PERVIOUS STATEMENT
OF ENGE ' OF WORK
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A SURFACES. THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED
ACCORDANCE WITH SPECIFICATIONS. VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY PERFORMED HEREIN
ENGINEER FURHTER AGREES THAT THE WOW THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED
LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, STANDARDS
AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH � AND STOAMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN L� MATERIAL
THE RK
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPETED THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION
SITE.
T
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS AND ALL SECURITY RELEASED. SHALL BE IN ACCORDANCE WITH THE RULES
AND REGULATIONS REQUIRED
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE
ENGINEER OF WORK AND LEFT IN A NEA T AND ORDERLY
SOILS ENGINEER' CEO TIFICA TE �-�- � �- -�_ s ---� �� PLANS PREPARED BY THE ENGINEER IS NOT A DE TERMINA TION BY THE
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF
THE
� � t1cg7_. -a -Twig _ftomt _i�L LAlK?x 1e +!__! �►�M£ T�__.4f._ PLANS OR DESIGN AND IT THEREFORE DOES
NOT RELIEVE THE ENGINEER
EXPOSED 0!R EXCA VATION OR EMBANKMENT SLOPES WHICH ARE I, �_ •� A REGISTERED CIVIL ENGINEER IN THE STATE OF �,��� hIAT� ��
5�
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED CAL A, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL R* �i1�i _ -
OFSPONSIBIL RE SPONSIBILITY FOR THE PLANS OA DESIGN OF IMPROVEMENTS BASED
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
ACCORDANCE WITH THE GRADING ORDINANCE. CONIDITIDNIS PREVALENT WITHIN THIS SITE WAS MADE BY HIE OR UNDER MY a __ Al
- dk&A THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM
DIRECTION BETWEEN THE DA TES . as _ o AND a�3. (*E COMPLETE tav � tl.l�M� -lM�� � t - PF# `RTY DAMAGE
OR BODILY INJURY ARISING SOLELY FROM THE 5 �
16. ALL TREES BR VSH, GRASS4 AND OTHER OBJECTIONABLE MATERIAL COPY OF THE SOILS REPORT COILED TH - STL UZ WITH MY - _ - _
AEMZW 7 ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY A� OR EMPLOYEES
ACTING WITHIN THE COURSE AND SCOPE OF SUCH 0.3 MILES
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ENGINEER FURTHERHOlFE, I HAVE REVIEWED THE SE GRADING PLANS AND � __ _ '��
� � AG"Y AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED
FREE FROM UNSIGH� Y A APPRO VAL OF L OCA�TI OF E FOR THIS THR�40J9ECET �C �fIDA INCORPORATED TED IN
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GRADING NOTES NOT�TCAT IONS STORMWATER POLL UTION CONTROL BMP NOTES LEGAL DESCRIPTION
ENVIRONMENTAL NOTES: THE LAND REFERRED TO IN THIS REPORT IS PARCEL C PER DOCUMENT
1. ALL WORN( SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, RELATIVE TO CONSTRUCTION AC S 95- 449163 IN THE NORTHEAST
QU ARTRER OF THE NORTHWEST QUARTER
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 44%
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP
13 SOUTH,
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CONCRETE WASHOUT (EXCLUDING
ANY EXISTING MAN MADE SLOPES) RANGE 4 WEST, S.B.M.
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY
SIZED CONCRETE 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 8 FT AND THE MAXIMUM
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN WASHOUT AREA TO CONTAIN WASHOUT WASTES
ON SITE. IT IS ILLEGAL TO VERTICAL HEIGHT OF FILL IS 4 FT A.P.N.: 259 130 - 73
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ON THESE PLANS, HOWEVER WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE
INTO
REQUEST FOR INSPECTION. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. 3. A.)
AVERAGE DEPTH = VOLUME OF CUT (C. F.) = 0. 15 ' SITE ADDRESS
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNNICAL INVESTIGATION - MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES CONTRACTOR SHALL
POST A SIGN DESIGNATING THE WASHOUT LOCATION. OF CUT AREA OF CUT (S. F. )
PROPOSED GARAGE: 355 SEEMAN DRIVE, ENCINITAS, CALIFORNIA LOCATED AT THE W0F#►( SITE. IT IS THE CONTRACTOR'S 355
SE A
92024
(A.P.N. 0259- 130 -73)'• PREPARED BY VDIkE & MIDOLETON RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO CONSTRUCTION SITE ACCESS
B.) AVERAGE DEPTH = VOLUME OF FILL (C. F.) = 0. 11 ' ENCINIT . CA
ENGINEERING INC. DATED AUGUST 20, 200a SHALL BE CONSIDERED AS A CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR OF FILL
AREA OF FILL (S. F. )
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES OWNER/PE
PART OF THYS GRADING PLAN. ALL GRADING SHALL BE DONE IN STRUCTURES PRIOR TO ANY EXCAVATION; FOR VERIFICATION AND
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF
CONTAINED IN SAID REPORT. WORK.' NCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL MRS. CATHY & MR.
TOM STAVER
PANELS /PLATES. 345 SEEMAN DR
3. ANAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF A. SEWERS - ESD (760) 633 -2770 ENCINITAS. CA 92024
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF CONSTRUCTION VEHICLES (760) 436 -7989
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE B. GAS & ELECTRIC - (800) 422 -4133 - DIG ALERT A SPECIFIC AREA AWAY FROM GUTTERS
AND STORMDRAIN SHALL BE DESIGNATED
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
ESTIMATED QUANTZMS
CONJUNCTION WITH IMPROVEMENT PLANS. C. WATER - joVb (760) 633 - 2 77 0 EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE D. TELEPHONE - (800) 422 -4133 - DIG ALERT EROSION CONTROL
GRADING. EROSION CONTROL
E. CABLE TV - (800) 422 -4133 -DIG ALERT EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING 1.
IN CASE EMERGENCY WON( IS REQUIRED, CONTACT ESTIMATED EARTHWORK QU S
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 EROSION RESISTANT SURFACES SUCH
AS EROSION CONTROL MATS, ADEQUATE CATHY OR TOM STAVER AT 760 - 436 -7989 (24 HOURS)
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. GROUND COVER VEGETATION AND BONDED FIBER
MATRIX.
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PHONE,* (760) 633 -2770. 550 CUBIC YARDS EXCAVATION (CUT)
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 3. THE CONTRACTOR SHALL GIVE 24 hUM NOTICE ON CALLS FOR NO EXCAVATION AND GRADING
ACTIVITIES ARE ALLOWED DUPING WET WEATHER. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORN( SHALL BE MADE 375 CUBIC YARDS EM9ANKMENT (FI LL)
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED DIVERSION DIKES SHALL BE CONSTRUCTED
TO CHANNEL RUNOFF AROUND THE AVAILABLE AT ALL TIMES DUPING THE RAINY SEASON. ALL 175 CUBIC YARDS EXPORT (CUT)
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT
CHANNELS AGAINST EROSION NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
OR A LICENSED LAND SURVEYOR. REJECTION AND REMOVAL. USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. CONVENIENT LOCATIONS TO
FACILITATE RAPID CONSTRUCTION (N=
TEMPORARY DEVICES WHEN RAIN IS IMMINENT. TRENCH VOLUMES OR ANY OVEREXCAVATIM IF
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE 3. DEVICES
SHOWN ON PLANKS SHALL NOT BE MOVED OR MODIFIED REQUIRED BY SITE CONDITIONS
SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE HYDROSEED NOTES PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID OMECESSARY REMOVAL WITHOUT
THE APPROVAL OF THE ENGINEERING INSPECTOR. CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS ARE
CORRECT PRIOR TO C T OF WORK.
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOES THAT ARE GRADED UNNECESSARILY. THEY HELP DECREASE
EROSION. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
REGU_.A TI(NNS. 6'i (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE.'
a. THREE FEET OR MORE IN FILL AREAS. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER EARTHWORK QUANTITIES ARE ESTIMATED FOR
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) IS NOT IMMEDIATELY PLANED FOR EROSION CONTROL PURPOSES. EROSION SHALL AFTER
EACH AUN OFF PRODUCING RAINFALL. PERMIT PURPOSES ONLY. ( QUAN ON A
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE BE PREVENTED BY PLANTING FAST - GROWING
ANNUAL AND PERENNIAL GRASSES TO THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
CONDUCTED BETWEEN THE HOURS OF 530 P.M. ANC 7.30 A.M. IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT 5. THE CONTRACTOR
SHALL INSTALL ADDITIONAL EROSION CONTROL DUE TO SHRINKAGE OR SWELL FACTORS). IL
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. CHARACTER OF THE MATERIAL AS APPROVED BY THE SHIELD AND BIND THE SOIL . MEASURES
AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
CITY ENGINEER. P UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL GRADINGACTIIVVITIES ARE
COMPLETE o0 AS POSSIBLE, ONCE EXCAVATION AND WHICH MAY ARISE LEGEND
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED 6. THE CONTRACTOR
SHALL BE RESPONSIBLE AND SHALL TAKE
PRESENT. CITY INSPECTOR CIVIL ENGINEER, SOILS ENGINEERS GROWTH. WATER USAGE FOP DUST CONTROL SHALL BE MINIMIZED. NECESSARY PRECAUTIONS
TO PREVENT PUBLIC TRESPASS ONTO S.D.R.S.D. =SAN DIEGO REGIONAL STANDARD DRAWINGS
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN 3. HYDiROSEEDIMG SHALL CONSIST OF ALL THE FOLLOWING' ON -SITE CONSTRUCTION MATERIAL STORAGE
AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION
ADVANCE BY CALLING (760) 633 -2770. i. SEED MIX SHALL CONSIST OF NO LESS THAN:' PROJECT BOUNDARY
MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
-
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY a. 20 lbs. PER ACRE OF ROSE CLOVER. AND SPILLAGE. CONTRACTOR SHALL STORE THESE
PRODUCTS WHERE THEY WILL GRADING PLAN SHALL BE INCORPORATED HEREON. LOT LINE
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE b. 20 lbs. PER ACRE OF ZORRO FESCUE. STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT
DEVELOPER SHALL SUBMIT TO AND RECEIVE ANAL FROM HE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA. FOR ALL FUEL STORED ON -SITE.
8. GRADED APNEAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY EXIST. CONTOURS
CITY ENGINEER FOR THE PROPOSED HALL ROUTE. THE DEVELOPER FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM
STOCKPILES KEPT ON -SITE. DAY. PROP. CONTOURS 255
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING e. 3 lbs. PER ACE OF ALYSSUM (CARPET OF SAM). STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS,
ASPHALT CONCRETE, AGGREGATE
OPERATION. f. 112 lb. PER ACRE OF DIMOR#PHOLECA. BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER 9 ALL
REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE LIMITS OF GRADING -
FLOWS AND STORMORAIN INLETS. STOCKPILES SHALL BE COVERED DA PROTECTED AT THE END OF EACH WORKING DAY WHEN THE FIVE (5)
DAY RAIN
11. UPON FINAL COMPLETION OF THE WORN( UNDER THE GRADING g. ITEMS c, d e, AND f OF THIS SUBSECTION MAY BE FLOWS FORECAST
EXCEEDS FORTY PERCENT (40 %). SILT PROPOSED DRAINAGE -- --- - - -
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OA FINAL OMITTED ON LOCATIONS WHERE THE AREA BEING WITH SOIL STABILIZATION MEASURES AND PROVIDED
WITH A TEMPORARY SEDIMENT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC BARRIER AROUND THE PERIMETER AT ALL TIMES.
PROVIDED STATING. "THE GRADING UNDER PERMIT NO. 7909 -G STREET OR RESIDENTIAL STRUCTURES. 10. SHOULD GERMINATION OF HYDROSEEDED
SLOPES FAIL TO PROVIDE CUT /FILL LINE
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A TRAINING EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR F
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION
IN THE CITY OF TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. ENCINITAS SHALL BE TRAINED TO FAMILIAR
WITH THE CITY OF ENCINITAS PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 CENTERLINE
THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO j. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE J106- STORMWATER POLLUTION CONTROL REQUIREMENTS.
THESE BMP NOTES OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
CERTIFIES SUCH GRADING OPERATION. SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA SHALL BE AVAILABLE TO EVERYONE WONRKING ON SITE. THE PROPERTY
OF CALIFORNIA DEPARTMENT OF CONSERVATION. SILT FENCE (SEE DETAIL) X X
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION OWNER (S) AND THE PRIME CONTRACTOR MUST
DORM SUBCONTRACTORS
TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. STRAW
BALE BARRIER o 0 0 0 0 0 0 0 0 0 0
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT OWNERS CER I TCAT E
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS 7• NON-PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE WASTE MANAGEMENT
STEEP SLOPE EASEMENT BOUNDARY
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. T IS AGREED THAT FIELD
CONDITIONS MAY REQUIRE CHANGES TO
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN CONTRACTOR SHALL BE RESPONSIBLE FOR
PROPERLY DISPOSING OF ALL WASTE THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A EXISTING ENCROACHMENT SUITABILITY OF ANY FILL MATERIAL.
UPON COMPLETION OF 2000 lbs. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE AND UNUSED CONSTRUCTION MATERIALS. DUPING OF UNUSED OR WASTE
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED PRODUCTS ON THE GROUND, WHERE WATER CAN
CARRY THEM INTO THE REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED CONVEYANCE SYSTEM IS STRICTLY
PROHIBITED. ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
IN HIS OPINION ALL E49AWMENTS AND EXCAVATIONS WERE ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% HYDAOSEED &STRAW MAT INSTEAD
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS OF THE STRAW INTO THE SOIL. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER.
THE IMPROVEMENTS.
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL I HEREBY
CERTIFY THAT A REGISTERED SOILS ENGINEER OR
THEIR INTENDED USE. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS.
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE PROPOSED CUT SLOPE
16 -20-0, WITH 15% SULP•EUP APPLIED AT THE RATE OF DU►PSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT OVER ALL GRADING
ACTIVITY AND ADVISE OF THE COMPACTION
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 500 lbS• PER Ate. LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING
OR AND STABILITY OF THE SITE.
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO COVERED WITH TARPS IN ORDER TO AVOID
RAIN CONTACT WITH ANY TRASH PROPOSED FILL SLOPE
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID HYDROSEEDING BY. MATERIAL. T T
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION COMBINATION OF• MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS,
l O PROPOSED BROW DITCH -SEE DETAIL C -2
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE; WOOD, AND CLEARED
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN a. TRACK WALKING SLOPES STEEPER THAN 6A. VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS
MUST BE TAKEN MR. TOM STAVER DATk EXISTING EDGE OF PAVEMENT -
INSTALLED. b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
ABOVE. INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS PROPOSED 6" AC BERM
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
2. CONDITIONING THE SOILS SO THAT IT SUITABLE FOR WASTE HOTLINE TOLL FREE AT (800) 7114 -11
PLANTING BY: 95. FOR INFORMATION ON LANDFILLS
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. PROPOSED LOOSE
DG AND
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A POLLUTANTS SHALL BE KEPT OFF EXPOSED
SURFACES. PLACE TRASH CANS AND MRS. CATHY ST R DATE CEMENT TREATED DG TRAIL •-= ":T-��•`-•`•"=:r. =' �-
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL DAMP, BUT NOT SATURATED SEED BED. RECYCLING RECEPTACLES AROUND THE SITE.
345 SEEMAN (SEE DETAILS D-2 & E -2)
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM' b. THE ADDITION OF SOILS AMENDMENTS, ph ADJUSTMENT, ENCINITAS, CA 92024
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE PORTABLE TOILETS MUST BE IN GOOD
WORKING OR DER AND CH FREQUENTLY (760) 436 -7896
A DEPTH PERCENT. OF T SHALL A NO T HEN COMPACTED OR T O A TO COND ITIONS FOR GROWTH. LOOCCATE
PORTABLE TOILETS AWAY FROM S S ECONDARY
ORMORAIN MEETS ON PERVIOUS STATEMENT OF ENGINEER OF WORK
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A SURFACES. THE UNDERSIGNED
ENGINEER AGREES THAT THE WORK PERFORMED
ACCORDANCE WITH SPECIFICATIONS. VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY
ACCEPTED
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH LANDSCAPED OR FOR AREAS WERE HYDROSEEDING IS THE AHD STORMORAINN. CONTRACTOR MAST
ROUTINELY CHECK AND CLEAN STREET MATERIAL STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION.
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS PERMANENT LANDSCAPING UNTIL THE PROJECT IS COMPLETED THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION
SITE. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS AND ALL SECURITY RELEASED. SHALL BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS REQUIRED
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE
ENGINEER OF WORK AND LEFT IN A AEA T AND ORDEAL Y NP, D, E, S NOTE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION
BY THE
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER SOILS ENGINEERS CERTIFICATE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR
ADEQUACY OF THE
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE I, - i�1 s2 L ��'l�Cl.AZ IN THE STATE OF DLVELOtt1ENT OT THIS foam? SMALL Cam 1dMA
AL, VEWI&MItM QF__ PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER 5l�
�. A REGISTERED CIVIL ENGINE
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL STJ�T7t 1 1EESOURCES GOM•f'RoL
$oARp (tWR otDER N0, q4 vwk _ OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL Cal .P.ip.Et. icFNERPlL
fERMII NO. CA.�00000=), WA STE IDISCMAIL&f EEG-it THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
f� AI K ftGcts of S A T � pR W TER ILvN 0,10 CIAIK V W% M CONSTRVETWJ THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS,
AND EMPLOYEES FROM
ACCORD WITH THE GRADING ORDINANCE. CONDITIONS PREVALENT WITHIN THIS SITE A WAS MADE BY ME OR UNDER MY p� � NTio+� fLwN R � Pp�N A MO oliN t�--rr
p0AWATLR 'ro Av oN PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE 5
DIRECTION BETWEEN THE DATES Zzks _ ND ��3. ONE COMPL ( N 4 Tllo M T tM aE
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL COPY OF THE SOILS REPORT COMPILED F THIS STUDY, WITH MY mmom AN» lmn ENTER 00N GuIRRtN
W IT% TOE GoMNENG M04T OF RA MQr NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER VITAS
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF RECOMNfE7NDATIONS, HAS BEEN SL9MITTED TO THE OFFICE OF THE CITY 1r,�Tiv►T►RS, P&OM & C tA
?Lvf AND AGtuiC m e iwice•ov- ►LATENT Noy) SHAi� £ AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH � 0.3 M t
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ENGINEER FURT� I HAVE REVIEWED THESE GRADING PLANS AND G�� o� T�i C�TT" WIC&. vt Co
ru 0i V P l ��R � Q u SC � � NTH H � AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED ESSI
HAVE BEEN CLEARED WITH A NEAT T AND FI NISHED APPEARANCE CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT f fl t THE� ?C4� o�,/
�� � � rvt B t BY THE ENGINEER.
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF F(Na THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS T'�
Q� 0 Nq
DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND AND SPECIFICATIONS. -1N Aoomo E wvltc �&MED ND