2010-10548 G (Plans) RIGHT OF WAY NOTE EROSION CONTROL STORMWAiER POLLUTION CONTROL BMP NOTES RELATIVE TO CONS7RUC110N AC7iV171ES A.P.N. VICINITY
MAP
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 i. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM DeBOARD AT (310)-
926 -8934, 24 HOURS A DAY. CONCRE'iE WASHOUT 259- 121 -15 <_
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
2
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE • EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE
AT ALL LIMES DURING 774E CONiRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN
RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON WASHOUT WASTES ON SITE. IT IS ILLEGAL
TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND SITE ADDRESS o ➢ v
OWNER TO KNOW WHERE HIS /HER PROPERiY LINE IS. OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITAiE RAPID CONSTRUCTION OF TEMPORARY EROSION THE LIKE
INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL 1502 ENCINITAS BLVD. �u
DRAINAGE NOTE CONTROL MEASURES WHEN RAIN IS IMMINENT. POST A SIGN DESIGNATING THE WASHOUT LOCATION. ENCINITAS, CA. 92024
NO SCALE p 3 o �o
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPER.T_LINES. WATER IS TO 3. DEVICES ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
APPROVAL OF THE CONSTRUCiION SIX ACCESS � D � ct
DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN ENGINEERING TOR. A STABILIZED CONSTRUCTION SITE
ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO 0WNERAPERMI TTEE. n Q 2
APPROVED DRAINAGE FACILITY. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE PREVENT TRACKING DIRT
OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK JJC FOODS, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY o j
UTILITY NOTE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. AND /OR CORRUGATED STEEL PANELS/PLATES 10573
W. PICO BLVD. j co ~
CONSTRUCTION VEHICLES LOS ANGELES, CA 90064
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED
BY THE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSIRUCiiON 5 Q
GENERAL NOTES CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA )ION OR UNFORESEEN CIRCUMSTANCES WHICH MAY VEHICLES PARKING, VEHICLE REFUELING,
AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS LEGAL DESCRIPTION FNC�N�TgS BL �
ARISE. SHALL BE MADE OFF -SITE THAT PORTION OF THE SOUTHEAST QUARTER OF THE Y
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
PRECAUTIONS TO PREVENT PUBLIC EROSION CONMOL NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, ti c>
PUBLIC WORKS CONSTRUCTION, THE DESIGN CONS7RUC710N STANDARDS OF THE CITY OF ENCINITAS AND TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF cn SITE
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE
SURFACES. SLOPED SURFACES ESPECIALLY SHALL ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, 3
BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION ACCORDING TO OFFICIAL PLAT THEREOF.
HEREON. CONTROL MATS, ADEQUATE GROUND COVER VEGETA77M AND BONDED FIBER MATRIX
2. THE SOILS REPORT TITLED 'PRELIMINARY GE07ECHNICAL INIERPRE77VE REPORT, PROPOSED TACO BELL, 1502 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
FROM THE FACE OF SLOPE AT THE NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. IMPERVIOUS AREA SHEET INDEX
ENCINITAS BLVD, CITY OF ENCINITAS, SAN DIEGO COUNTY, CALIFORNIA' PREPARED BY EARTH- STRATA, INC. DATED CONCLUSION OF EACH WORK DAY. DIVERSION
DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 15,632 SQFT
S
NOTES
HALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. AL GRADING SHALL BE DONE IN CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT
AND TEMPORARY IMPERVIOUS AREA AFTER CONSTRUCTION. 13,364 SQFT SHEET 2 - HORIZ &
ACCORDANCE WITH PLAN
ACCORDANCANC E WITH THE RECOMMENDATIONS AND SPECIFlCAiiONS CONTAINED IN SAID REPORT. 9. ALL REMOVABLE PROIECiiVE DEVICES SHOWN SHALL BE IN PLACE AT THE
END OF EACH WORKING DAY EROSION CONTROL MEASURES. DECREASE IN IMPERVIOUS AREA: 2,268 SQFT SHEET 3 - GRADING &PLAN DETAIL
3. SEPARATE APPROVALS AND PERMI7S FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR WHEN 174E FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(40X). SILT AND OTHER SHEET 4 - EROSION CONTROL
EASEMENTS SHALL BE REQUIRED IN CONJUNC71ON WITH IMPROVEMENT PLANS. DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. REMOVE EXISTING VEGETATION
ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE IMPERVIOUS AREA REPLACED: 13,235 SQFT
CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF 774E NATURAL GROUND COVER. DO NOT
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. STORMWATER POLLUTION CONTROL POST CONST. BMPAIMP NOTES REMOVE TREES OR SHRUBS
UNNECESSARILY, • THEY HELP DECREASE EROSION.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE
CONSTRUCTION IS NOT IMMEDIATELY WORK TO BE DONE
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM
ALL IMPERVIOUS SURFACES PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLAN71NG FAST - GROWING
TO CONDI7ION EXISTING PRIOR TO GRADING. INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION ANNUAL
AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. ITEM S 7 DWG, LEGEND QTY
AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION
AND GRADING ACTIVITIES
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK I EN N GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
SHALL NOT BE ARE COMPLETE. PROJECT BOUNDARY
DISTURBED 2
LICENSED DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A MODIFIED WITHOUT A PERMIT FROM THE CITY. WATER
USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
LICENSED LAND SURVEYOR. EXISTING LOT LINES
CTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN AL SAFETY DEVICES, INCLUDING SHORING,
J. ALL IMPERVIOUS AREAS W77HIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACIL171ES AND /OR TO TURF ON-97E CONSiRUCiiON MAIMAL STORAGE
7. THE CONTRA
AND SHALL CT RESPONSIBLE FOR CONFORMING TO AL LOCAL, STALE AND FEDERAL SAFETY AND OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
FROM THE SITE. ALL STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. EXISTING RIGHT -OF -WAY
HEALTH STANDARDS, LAWS AND REGULATIONS. IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND /OR THE CONTRACTOR SHALL STORE
THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR
TURF/LANDSCAPED AREAS. SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE ELIMINATE OR REDUCE EXISTING
WATER LINE
8. GRADING AND EQUIPMENT OPERATING W17HIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN 4 POLLUTION OF STORMWATER FROM STOCKPILES KEPT
ON -SITE STOCKPILES MAY INCLUDE SOIL, PARING
OCCUPANCY SHALL . NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA UNLESS NOT BE CONDUCTED BETWEEN THE HOURS
OF 5:30 P.M. AND 7.30 A.M. NOR ON MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM EXIS77NG
SEWER LINE
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. CONCENTRATED STORMWATER STORMWATER
FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE
5. DRIVEWAYS SHALL HAVE A MINIMUM 2X CROSS SLOPE TOWARD THE IMP
9. NO GRADING OPERA110NS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD 1 AREA OR HAVE ANOTHER APPROVED COVERED OR PROTECTED
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT EX. CONTOUR MAJOR
ONSITE NTH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
IT TO AN ADEQUATE IMP /BMP. BARRIER AROUND THE PERIMETER AT ALL TIMES. EX. CONTOUR A4/NOR
GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE
MODIFIED OR ALTERED WITHOUT A TRAINING EXIST. EDGE OF PAVEMENT
THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. PERMIT FROM THE CITY. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUC1ION
IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
1a PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN FAMILIAR WITH THE CITY OF ENCINITAS STORMW47ER
POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES EXIST. CONCRETE
THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER 7 THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN
ON THIS PLAN MAY REQUIRE THAT SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR
FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL COND177ONS AND THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY
WITH STORM WATER BEST WASTE MANAGEMENT EXIST. PARKING LOT LIGHT
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE
AN IMPERVIOUS, CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED EX /ST. FIRE HYDRANT
APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTiFICARON" SHALL BE PROVIDED NON- COMBUS7iBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER
THE ENCLOSURE. THE ENCLOSURE CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER
STATING` "THE GRADING UNDER PERMIT NO. 10548 -G HAS BEEN PERFORMED IN SUBSTANTIAL SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED
AT ALL OPENINGS TO CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. EXIST. HAND HOLE OR METER BOX
HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO
STORMWATER. BERMS/DIKES SHALL BE 543.2
PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIViL ENGINEER THROUGH THE TRASH ENCLOSURE AREA. 774E BERM CAN BE CONSTRUCTED
WIDE AND FLAT TO ALLOW PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPS17ES SHALL BE CHECKED PROPOSED SPOT ELEVA77ON
WHO CERTIFIES SUCH GRADING OPERATION. ROLLING OF THE DUMPS7ER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A FREQUENTLY
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS (543.
DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
ROOFING OR COVERED WITH TARPS IN ORDER TO EXISTING SPOT ELEVA77ON
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO
THE PUBLIC SANITARY SEWER AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. x12" NDS El
HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING
PERMIT MAY BE YARD AREA DRAIN 12
BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL REQUIRED FOR THIS STRUCTURE. ASPHALT AND CONCRETE
WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON MANY CONSiRUC110N MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS VEHICLE FLUIDS, BROKEN MATERIALS PVC
DRAIN PIPE (SIZE PER PLAN)
DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE - - - - - SHAL
O B HIM OR UNDER I S UPER VI SION -
THATIN HIS OPINION,ALLEMBA KMENTS AND EXCAVATiONSARE ACCEPTABLE FORTHEIR D S TAK APPR LANDFIL DISPOS R INF O RM ATION
INTENDEDUSE. EARTHWORK DATA ON AZARDOUSMATE AL, CALL HAZARDOUS WASTE HOTLINE TOLL FREE A
0 PROPOSED CONTOURS 77
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POS177W DRAINAGE STEEPEST EXIS77NG NATURAL SLOPE ON -SITE _ - H : - V 714
-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSiERS CALL EDCO AT (760) 436 -4151. LIMIT OF GRADING /WORK
AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO POLLUTANTS SHALL BE KEPT OFF EXPOSED MAXIMUM VERTICAL
DEPTH OF CUT = SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES
ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO - AROUND 174E SIZE BMP
BIO- RETEN77ON AREA
PREVENT EROSION OF FRESHLY GRADED AREAS UN71L SUCH 77ME AS PERMANENT DRAINAGE AND MAXIMUM VER77CAL DEPTH OF FILL = - PORTABLE TOILETS MUST
BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
EROSION CONTROL MEASURES HAVE BEEN INSTALLED. CUT= 150 C.Y. FILL = 150 C.Y. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT
AND LOCATE PORTABLE TOILETS AWAY FROM AC PAVEMENT 4 AC /6" AB MIN.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN IMPORT = 0 C.Y. STORMDRAIN INLETS ON PERVIOUS
SURFACES.
ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJEC71ONABLE MATERIAL REMEDIAL = 350 C.Y. ( REMOVAL AND RECOMPACTiON UNDER AND
5' MIN, OUTSIDE OF BUILDING ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN.
SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. AREAS) CONTRACTOR MUST ROU71NELY CHECK AND
CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM DRAINAGE SWALE (1% MIN /MUM SLOPE)
LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE CONSTRUCTION SITE
- - -�
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM FOR MORE INFORMATION ON STORMWATER POLLUTION
CONTROL MEASURES AND REQUIREMENTS PLEASE CONC. CURB (6" AND 0" PER PLAN) G -1
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND SOILS ENGINEERS CERTIFICATE CONTACT THE ENGINEERING
DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS CONC. SIDEWALK G -7
BU ,
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE I BU SI N ES S ES IN THE I REGISTERED OWL
OF APPLIED SOIL MECHANICS, ENGINEER IN THE STALE OF CALIFORNIA, PRINCIPALLY DOING STATEMENT OF ENGINEER OF WORK
SIESS IN 174E FIELD HEREBY CERTIFY THAT A SAMPLING AND STUDY OF
AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, THE SOIL CON0177ONS PREVALENT WITHIN THIS S17E WAS MADE BY ME
OR UNDER MY DIRECTION ON1Q -13 -09 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH CONC. PA VEMENT ( 5" /
6" AB MIN.)
PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AND FOR AN UPDATE ON /Z ONE COMPLETE COPY OF THE SOILS
REPORT COMPILED
CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVA7ION OR FROM THIS STUDY, WITH MY RECOMMENDA110NS, HAS BEEN SUBMITTED TO THE
OFFICE OF THE CITY THE GENERALLY ACCEPTED STANDARDS AND PRAC7ICES OF THE ENGINEER'S TRADE OR PROFESSION. THE
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
CER7IFY THAT THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE CURB & GUTTER G -2 4 a
THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR iHIS PROJECT
HAVE BEEN INCORPORATED IN THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER p
i6. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR GRADING 7A�IS AN S PECFICA110NS. CONTROLS SUCH PERFORMANCE.
THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY STORM PRETREATMENT VAULT SEE SHEET 3 o n THE CITY OF ENCINITAS IN ITS CAPACITY AS
A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE O n 6. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
PILED OR GRADING n OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE ENGINEER IS NOT A DE7ERMINA7TON BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR m
BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF SIGNED: ADEQUACY OF THE PLANS OR DESIGN AND
IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RIP RAP (3'x3'xl' NO 3 BACKING W/ fIL7ER FABRIC) I
LOCA77ON OF DEBRIS FILL SHALL BE SECURED FROM ME SOILS ENGINEER AND CITY ENGINEER PRIOR TO RESPONSIBILITY FOIR THE PLANS OR DESIGN OF IMPROVEMENTS
BASED THEREON THE ENGINEER AGREES TO M
THE DISPOSAL OF ANY SUCH MATERIAL. RCE NO.: 63 INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS,
AND EMPLOYEES SIDEWALK UNDER DRAIN PIPE D -22 0)
17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST _ r i FROM PROPERTY DAMAGE OR BODILY INJURY
ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR
EMPLOYEES AC c�
EXP. DAZE: TING WITHIN THE COURSE AND
p 30 /l
b
a � SCOPE OF SUCH A CY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. CONCRETE WHEEL
STOP o
WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE JOB �: 09640 -10A
DURING CONSTRUC7ION UNLESS SPECIFICALLY APPROVED 07HERMSE. NO GRADING, EXCAVATION, OR // -m-w dx3 * PROPOSED LANDSCAPED
AREA (SEE LANDSCAPE PLANS) a Nl
DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE EARTH - STRATA, INC. w &L990'ON SIGNATURE:
DATE: 2011 m
AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON 26047 JEFFERSON AVE SU11E C rr� MICHAEL H.
SMITH RCE 90 Q ROFESS /q O
THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN MURRIETA, CA 92562 y n �o H.
l O
PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE PHONE (951) 461 -4028 BHA, INC. �`���'� S�iFy�
03
3
DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. $ 3 a� 5115 AVENIDA ENCINAS `_'
�88dC1d� 4� No. ssoso = m I inc nd planning, cM9 ®ng6nring, surveying
NOTIFICATIONS CA SBAD, CA 92008 -4387 C Exp.09 /30/11 a 5115 AVENIDA ENCINAS U
rJ' SUITE "L" BMP PROJECT STATUS
CIVIL �P
o
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE OF CALF CARLSBAD, CA. 92008 -4387
Q
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO 774E BEST OF OUR KNOWLEDGE OWNERS CERTIFICATE (760) 931 -8700
PRIORITY PROJECT m
THERE ARE NO EXIS77NG U7ILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR PRIORITY STDRMVATER
TREATMENT FACILITIES TD BE MAINTAINED BY J
IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PROTECT ANY EXISTING UTIL177ES OR 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER
OR GEOLOGIST HAS BEEN OR WILL BE JJC FOODS, LLC, IN ACCORDANCE WITH 'MAINTENANCE m
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