2010-10578 SG (Plans) GRADING NOTES NOTIFICATIONS ENVIRONMENTAL NOTES: LEGAL DESCRIPTION
1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1 . THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES 1 .
THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS <2% ALL THAT PORTION OF THE SOUTHEAST QUARTER OF
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A (EXCLUDING ANY EXISTING MAN
MADE SLOPES) . THE NORTHEAST QUARTER OF SECTION 15, TOWNSHIP
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 13
SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN,
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS . 3 FT AND THE MAXIMUM
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ADDITONAL NOTES COIVTIlVUED: VERTICAL
HEIGHT OF FILL IS 1 . 2 FT STATE EOFI CALIFORNIA, ACCORDING TTO OFFICIAL DIEGO,
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY ON THESE PLANS, HOWEVER: 3. A. ) AVERAGE DEPTH = VOLUME OF
CUT (C. F. ) _ . 1 ' THEREOF, DESCRIBFO IN DOCUMENT NO. 2003-1221240.
REQUEST FOR INSPECTION. 5 NO DIRECTLY CONNECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. DCIA MEANS OF CUT AREA OF CUT
(S. F. )
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES DRAIN, DRIVEWAY, AND STREET. B. ) AVERAGE DEPTH = VOLUME OF
FILL (C. F. ) _ . 2 ' A.P.N.: 258-141-56
2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR 'S OF FILL AREA OF FILL
(S. F. )
BE
VLOCATEDIAT 599 CAMINOTEL DORADO, ENCINITAS. UTILION NEW RESIDENCE TO
TOLANYIEXCAVATION, FORID OWNER 'S CER TIHCA TE 599 CAMINO EL DORADO
CALIFORNIA " PREPARED BY ENGINEERING DESIGN GROUP, VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION STORMWATER POLLUTION CONTROL BMP NOTES
SITE ADDRESS ENCINITAS CA 92024
DATED JUNE 24, 2010. ALL GRADING SHALL BE DONE OF COMMENCEMENT OF WORK: IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE
CHANGES TO
IN ACCORDANCE WITH THE RECOMMENDATIONS AND RELATIVE TO CONSTRUCTION ACTIVITIES I'
THESE PLANS. OWNER/PERMITEE SAWTOOTH DEVELOPMENT
SPECIFICATIONS CONTAINED IN SAID REPORT. A . SEWERS - ESD (760) 633-2770 PO BOX 1336
CONCRETE WASHOUT IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A SOLANA BEACH, CA 92075
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF B. GAS & ELECTRIC - SOG&E (800) 422-4133 - DIG ALERT REGISTERED
CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE ADDITIONS TO
THESE PLANS WHICH THE CITY ENGINEER DETERMINES
C. WATER - SDWD (800) 422-4133 - DIG ALERT ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO THE IMPROVEMENTS.
ESTIMATED EARTHWORK QUANTITIES
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
CONJUNCTION WITH IMPROVEMENT PLANS. D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING
WATER. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE 10 CUBIC
YARDS EXCAVATION (CUT)
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE E. CABLE TV - COX (800) 422-4133 - DIG ALERT OVER ALL GRADING
ACTIVITY AND ADVISE OF THE COMPACTION 220 CUBIC YARDS EMBANKMENT (FILL)
GRADING. CONSTRUCTION SITE ACCESS AND STABILITY OF E SITE.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 'S OFFICE 48 210 CUBIC YARDS IMPORT
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. A STABILIZED CONSTRUCTION SITE ACCESS
SHALL BE PROVIDE FOR VEHICLES
PHONE: (760) 633-2770. _
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL I �'
_-__ `' 2 //C * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR NCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL d- TRENCH
VOLUMES OR ANY OVEREXCAVATIDN, IF
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR ?
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. PANELS/PLATES. CLAY- IS, PARTNER
INSPECTION. PHONE: (760) 633-2770. ALL WORK PERFORMED DATE REQUIRED BY SITE CONDITIONS #,
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO CONSTRUCTION VEHICLES REJECTION AND
REMOVAL . SAWT00 DEVLOPMENT
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED ARE
CORRECT PRIOR TO COMMENCEMENT OF WORK.
OR A LICENSED LAND SURVEYOR. SOILS ENGINEER'S CERTIFICATE FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE s�
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. < EARTHWORK QUANTITIES ARE ESTIMATED FOR
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN AL- I ERIN E- KIST A REGISTERED CIVIL ENGINEER IN THE STATE OF E dTM
PERMIT PURPOSES ONLY. (CALCULATED ON A
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL EROSION CONTROL o
I-5 THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND DUE TO SHRINKAGE OR SWELL FACTORS) .
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL EROSION CONTROL MUST BE PROVIDED FOR
ALL EROSIVE SURFACES. SLOPED
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
REGULATIONS. REMEDIAL GRADING QUANTITIES = 250 CY
COPY OF THE SOILS DIRECTION BETWEEN THE DATES co-14-�o AND 9�•10-�a . ONE COMPLETE EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL
MATS, ADEQUATE 9 B V
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) RECOMMENDATIONS, HAS PBEEN CSUBMITTED RTO THE SOFFICE OFI THE MCITY GROUND COVER VEGETATION,
AND BONDED FIBER MATRIX. C,W �P
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE ENGINEER, FURTHERMORE, I NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET
WEATHER. EN
NOR UCTEDTBETW EN THE HOURS OFC5: 30 P. M. AND 7HO0IDAMS. HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE CAMINO EL DORADO--
LEGEND
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING BEEN INCOR ORATED IN THE GRADING PLANS AND SPECIFICATIONS. CONSTRUCTION SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST EROSION Sa _
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE 1 USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REQUEZA ST
PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, SIGNED: �� , ` �. - PROPERTY BOUNDARY
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING ? ;,he �E REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
- PROPOSED SETBACKS - - -
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN RCE NO. : 05122 PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
ADVANCE BY CALLING (760) 633-2770. EXP. DATE: °11301 n hL%M122 OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
= MELBA RD EXISTING LOT LINE
A UNNECESSARILY, THEY HELP DECREASE EROSION. ,i fl
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY Sq 9/9Cr71 - EXISTING CONTOURS - - -- -P55-
- - -
PROPOSED TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION PAC
DEVELOPER CSHALL SUBMITS TOE AND TRECEIVE SAPPROVAL FROM HE 2121NMONTIELD ROAD N GROUP 1151E IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES.
EROSION SHALL INIC EXISTING EASEMENT - - -
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SAN MARCOS, CA 92069 uAIAF BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND
PERENNIAL GRASSES TO
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE 756-839-7302 SHIELD AND BIND THE SOIL. CENTERLINE -
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND VICEVffYMAP
EXISTING WATER MAIN
OPERATION. EROSION CONTROL GRADING ACTIVITIES ARE COMPLETE.
11 . UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING 1 . IN CASE EMERGENCY WORK IS REQUIRED, CONTACT NTS
EXISTING SEWER MAIN WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL CLAY SAMMIS AT (858) -229-3506, 24 HOURS A DAY SAN DIEGUITO WATER DISTRICT
NOTES
RELEASE OF SECURITY, AND AS-GRADED CERTIFICATION SHALL BE 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE ON-SITE CONSTRUCTION MATERIAL STORAGE
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE PROPOSED 4" SEWER' LATFAAL PER SDRSD SS-1 S
PROVIDED STATING: "THE GRADING UNDER PERMIT N0. SG AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL REPRESENTATION
AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR Mn1
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH H THE HE NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT STORED MATERIALS SHALL BE CONTAINED
IN A SECURE PLACE TO PREVENT SEEPAGE NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE PROPOSED 1" WATER SERVICE PER WS-09, WC-17
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
AS-GRADED PLAN" . THIS STATEMENT SHALL BE FOLLOWED BY E E
THE CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL LIMITS
OF THIS PROJECT.
TEMPORARY DEVICES WHEN RAIN IS IMMINENT. STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT LIMITS OF
WORK/GRADIW
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E.,
LINE
SUCH GRADING OPERATION. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED FOR ALL FUEL STORED ON-SITE.
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE, ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF
PROPOSED WATER PROPOSED FLOWLINE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES MAINS
SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS
SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL INSPECT STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE UNDER
WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER BASE, ETC. STOCKPILES SHALL
BE LOCATED AWAY FROM CONCENTRATED STORMWATER DISTRICT. DRAINAGE DIRECTION
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL AFTER EACH RUN OFF PRODUCING RAINFALL . FLOWS AND STORMORAIN INLETS. STOCKPILES SHALL BE
COVERED OR PROTECTED
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL WITH SOIL STABILIZATION MEASURES
AND PROVIDED WITH A TEMPORARY SEDIMENT 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE HATCHED AREA REPRESENTS LANDSCAPED
SUITABILITY OF ANY FILL MATERIAL . UPON COMPLETION OF MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO BARRIER AROUND THE PERIMETER AT
ALL TIMES. ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) AREA FOR BEST MANAGEMENT PRACTICE NOT
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH IS AFFECTED BY THEIR
PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET TO BE MODIFIED WITHOUT PERMIT FROM THE
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT WHICH MAY ARISE. TRAINING CURRENT WATER AGENCIES' STANDARDS COMMITTE
(WASC) STANDARDS. IF FACILITIES DO CITY.
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT
THE
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE CONTRACTORS' EMPLOYEES WHO PERFORM
CONSTRUCTION IN THE CITY OF OWNERS EXPENSE. PROPOSED PCC CONCRETE - THICKNESS 4"
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO ENCINITAS SHALL BE TRAINED TO FAMILIAR
WITH THE CITY OF ENCINITAS PER SOILS REPORT
THEIR INTENDED USE. AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES 4.
UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY SERVICES. GRAVEL BAGS PER DETAIL A o
0 0 0 o 0 Coco 0 0 0
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED OWNERS) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS
GRADING PLAN SHALL BE INCORPORATED HEREON. 5. MINIMUM HORIZONTAL SEPARATION OF 10' BETWEEN FIRE HYDRANTS AND SDG&E SILT FENCE
PER DETAIL 8 -X-X-
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. VAULTS
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK WASTE MANAGEMENT 6.
ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER CONSTRUCTION ENTRANCE
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION DAY. TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL
THEY ARE SERVING.
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AND UNUSED CONSTRUCTION MATERIALS.
DUMPING OF UNUSED OR WASTE 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO-LEAD
INSTALLED. AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) . SILT CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. EFFECT JANUARY 1, 2010. IN COMPLIANCE
WITH THIS LAW, THE DISTRICT SHALL
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL . REQUIRE
ALL MATERIALS TO BE NO-LEAD BRASS PARTS.
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 10, SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE NO SEEPAGE FROM DUMPSTERS SHALL
BE DISCHARGED INTO STORMWATER. B. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS AND SERVICES SHALL BE
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR BERMS/DIKES SHALL BE PLACED AROUND
DUMPSTERS TO DIVERT THE NATURAL BALL EC WITH CATHODIC PROTECTION R EASE DANCE WITH WC-17 E ICES
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE TO NOVEMBER 1E, THE SLOPES SHALL BE STABILIZED WITH STORM RUNOFF. DUMPSTERS SHALL BE CHECKED
FREQUENTLY FOR LEAKS.
SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35. 023 DUMIPSTER LIDS SHALL REMAIN
CLOSED AT ALL TIRES. DUMPSTERS WITHOUT
AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR STA TEMENT OF ENGINEER OF WORK
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO OF CALIFORNIA DEPARTMENT OF CONSERVATION. COVERED WITH TARPS IN ORDER TO AVOID
RAIN CONTACT WITH ANY TRASH
A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 MATERIAL. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED
BY THE ENGINEER
PERCENT. IT SHALL BE THE CONTRACTOR 'S RESPONSIBILITY TO ADDITIONAL NOTES: SHALL COMELY WITH THE GENERALLY ACCEPTED STANDARDS
AND PRACTICES OF THE
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, ENGINEEER'S
TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
ACCORDANCE WITH SPECIFICATIONS. 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD,
AND CLEARED PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR v
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. TO AN APPROPRIATE
LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS IT IS TIE RESPONSIBLIBITY OF THE OWNER TO KNOW WERE THE LOCATION OF THE INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL. CALL THE HAZARDOUS FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF AS BUILT
SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS PROPERTY LINE IS. WASTE HOTLINE TOLL FREE AT (800) 7114-1195. FOR INFORMATION
ON LANDFILLS ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436--4151. AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNEERGROUND. OR DESIGN
OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY 6 7 II
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES BRIAN M. ARDOLINO
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. RECYCLING RECEPTACLES AROUND
THE SITE. FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, DA7F
LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT ERRORS,
OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING R.C. E NO. 71651
OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. PORTABLE TOILETS MUST BE IN GOOD WORKING
ORDER AND CHECKED FREQUENTLY WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF zyp 2-31-11
ACCORDANCE WITH THE GRADING ORDINANCE. FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND THE WORK PERFORMED BY THE
ENGINEER.
4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
16. ALL TREES, BRUSH, GRASS. AND OTHER OBJECTIONABLE MATERIAL MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION DN SITE. SURFACES.
PASCO LARET SUITER
SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST
THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT ALL CONSTRUCTION
DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, BY: i �= 8.17- /0
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT CF RAINWATER WITH MATERIALS AND STORMDRAIN. CONTRACTOR
MUST ROUTINELY CHE CK AND CLEAN IF MATERIAL BRIAN MICHAEL ARDOLINO DATE & ASSOCIATES
FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE THAT MAY HAVE TRAVELED