2013-11765 SG (Plans)RIGHT OF WAY NOTE EROSION CONTROL
PARCEL 4 �
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TRAVIS ARNOLD AT (619) 520 -7618. 24 HOURS A DAY. PM 19619
48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL
RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO m4 BAT/QUITOS LAGOON
RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID '\ Bf�
?- LA COSTA AVE.
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. Cp
DRAINAGE NOTE � .. A PARCEL 4
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER BELLA BELLA
IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER PARCEL 2 VISTA DR. AZUL CT.
CONVEYED TO AN APPROVED DRAINAGE FACILITY. AFTER EACH RUN -OFF PRODUCING RAINFALL. SWALLOVV7A1L ITE
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN RD' c BLUE HERON
UTILITY NOTE INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. J 9p'OF�VE' o
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. x z
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT
ARE UNSAFE OR ARE POTENTIALLY UNSAFE. a N o
GENERAL NOTES i P.M. 0648 o
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. �^
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1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 1
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK I o
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY DAY. z LEUCADIA
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO S112, SW114,
ANY REQUEST FOR INSPECTION. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN SW1 14, SW1 14, 1
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SEC 35, T12S,
2. THE SOILS REPORT TITLED "LIMITED SITE INVESTIGATION FOR REMAINDER PARCELS LOCATED R41N, S.B.M. 1 PARCEL 3
AT 1555 BELLA VISTA DRIVE IN ENCINITAS, CALIFORNIA" PREPARED BY EAST COUNTY SOIL NOTIFICATIONS I
CONSULTATION AND ENGINEERING, INC. DATED AUGUST 27, 2007, AND "RESPONSE TO 3RD
PARTY REVIEW" PREPARED BY EAST COUNTY SOIL CONSULTING AND ENGINEERING, INC. DATED 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED
AUGUST 27, 2007, AND SOILS REPORT UPDATE PREPARED BY EAST COUNTY SOILS BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN 1 ♦` VICINITY MAP
CONSULTATION AND ENGINEERING, INC. DATED DECEMBER 126, 2013 SHALL BE CONSIDERED AS ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING
A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORTS. UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING - - _ N.T.S.
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY NOTIFICATION OF COMMENCEMENT OF WORK:
OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. A. SEWERS - CSD - (760) -633 -2770
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 SEC 2, T12S, R4W, S.B.M.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800- 227 -2600 KEY MAP
D. TELEPHONE - SBC BELL - (760)- 489 -3411 WORK TO BE DONE'
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5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X -2233 1 =100
GRADING AND DRAINAGE IMPROVEMENTS CONSIST OF THE FOLLOWING
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE STATEMENT OF ENGINEER OF WORK WORK TO BE DONE ACCORDING TO THESE PLANS, THE CURRENT SAN
REPLACED OR REPAIRED TO CONDITION 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. DIEGO AREA REGIONAL STANDARD DRAWINGS. THE SPECIFICATIONS FOR
EXISTING PRIOR TO GRADING. PHONE: (760)- 633 -2770. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL PUBLIC WORKS CONSTRUCTION AND PER THE CITY OF ENCINITAS
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR GRADING ORDINANCE.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. (760)633 -2770. ALL WORK PERFORMED PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE LEGEND
ENGINEER OR A LICENSED LAND EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
SURVEYOR. PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ITEM STD. DWG. SYMBOL
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFELY DEVICES, INCLUDING STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
SHORING, AND SHALL BE ,RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF PROPERTY LINE - -�
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE
CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE EXISTING CONTOUR
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 THE PUBLIC STORM DRAIN SYSTEM. ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. PROPOSED CONTOUR -420 --
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS PERMIT FROM THE CITY. CITY INSPECTOR, CIVIL ENGINEER, ofES
1 QgAS /oV, PROPOSED SPOT ELEVATION x 429.25
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT CITY DATE.-- ���� RK
SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED MARK--A.- PAUR l7`� ` 9Gpyc
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE �; m EXISTING SPOT ELEVATION
633 -2770. APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. BRISENDINE LAND SERVICES No. 044899
1308 MAIN ST. SUITE 205 * * PROPOSED CUT SLOPE (2:1 MAX)
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE RAMONA, CA 92065 s9l clv��
SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 760- 788 -8027 OF CA��F�
THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH DAYLIGHT LINE
ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 5. DRIVEWAYS SHALL HAVE A MINIMUM 27. CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE
HAULING OPERATION. SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. OWNER SITEADDRESS LEGAL DESCRIPTION DIRECTION OF DRAINAGE (1% MIN GRADE)
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL JANG DESIGN BUILD 1447 BELLA AZUL CT.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE 4015 GROS VENTRE ENCINITAS, CA 92024 PARCEL 3 OF PARCEL MAP NO 20648 IN
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" CITY AVE THE CITY OF ENCINITAS, COUNTY OF SAN EARTHEN SWALE (SEE DETAIL ON SHEET 2)
SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11765 -SG HAS BEEN SAN DIEGO, CA 92117 APN 216 - 122 -47 -00 DIEGO, STATE OF CALIFORNIA ACCORDING TO
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED 917 -842 =°0087 MAP THEREOF, FILED IN THE OFFICE OF THE EDGE OF CONCRETE DRIVEWAY
ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. SAN DIEGO COUNTY RECORDER, APRIL 28,
AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 2009 AS FILE NO. 2009- 0218912. PCC DRIVEWAY (5.5" PCC 16 "CLASS II AB)
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT OWNER'S CERTIFICATE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR PCC WALKWAY (3.5 "" PCC/NATIVE)
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND RETAINING WALL C -2 & C -6
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH STABILITY OF THE SITE.
WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND / SCREEN WALL (SEE DETAIL ON SHT. 2)
AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING
PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. TEMPORARY CONSTRUCTION FENCE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE' r $-
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER SIGNATURE: DATE z j
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL HYU JANG EXTENDED FOOTING (SEE DETAIL ON SHT. 2)
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME SOILS ENGINEER'S CERTIFICATE Ems_
AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. EARTHWORK DATA PVC STORM DRAIN (SIZE PER PLAN)
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED 1, MAMADOU S. DIALLO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD STEEPEST EXISTING NATURAL SLOPE ON -SITE = 0.5 H 1 V
IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS MAXIMUM VERTICAL DEPTH OF CUT = 2' PRIVATE INLET (SEE DETAIL ON SHEET 2)
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN 6 -07 -05 AND 8- 27 -07, AND A REPORT OF FIELD DENSITY TESTS MAXIMUM VERTICAL DEPTH OF FILL = 1'
IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM FOR GRADING COMPLETED ON THE SITE IS DATED NOVEMBER 11, 2009. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED NDS 12" PRO SERIES CHANNEL DRAIN
FROM THIS STUDY WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I CUT = 50 C.Y. FILL = 0 C.Y. SEE DETAIL ON SHT. 2
NATURAL GROUND. THE EXPOSED SO /LS SHALL BE SCARIFIED TO A DEPTH OF I2 INCHES AND HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS EXPORT = 50 C.Y. (SEE
THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. REMEDIAL = 150 C.Y. (ASSUMES 1't OF REMOVAL AND RECOMPACT UNDER BUILDING)
WITH SPECIFICATIONS.
,
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SIGNED: IMPERVIOUS AREA
MAMADOU S. D/A LO
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT
EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF RCE NO.: 54071 IMPERVIOUS AREA AFTER CONSTRUCTION:
WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE DRIVEWAY 1,985 SQFT BMP PROJECT STATUS: PRIORITY
MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. HARDSCAPE 580 SQFT PLANNING
LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL fts
BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. SANTEE, CA 92071 10925 HARTLEY ROAD, SUITE 1 "la "s` "`s ROOF 3.585 SQFT INCREASE IN IMPERVIOUS AREA: 6,150 SQFT BRISENDINE CIVIL ENGINEERING
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, 619- 258 -7901 IMPERVIOUS AREA REPLACED: 0 SQFT LAND
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE �p�® STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY
AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM ABBREVIATIONS 1308 MAIN ST. STTTE 205 HOMEOWNER IN ACCORDANCE WITH
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE B /ORETENTION AREA SERVICES RAMONA, CA 92085 STORMWATER MAINTENANCE AGREEMENT
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. IE INVERT ELEVATION REQUIRED SURFACE AREA = 0.04xIMPERVIOUS AREA ph 760 788 -8027 RECORDED ON
TIN TOP OF WALL TG TOP OF GRATE = 0.04x6150 SOFT fax 760- 788 -8005 AS DOC. #: 2014 - 005$118
TF TOP OF FOOTING EF EXTENDED FOOTING = 246 SQFT blssd.net
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S FL FLOW LINE FF FINISH FLOOR PROVIDED SURFACE AREA -
URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, FS FINISH SURFACE JN: 13 -17
ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL
BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT
NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN
THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST
EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY
LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED
IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE /y� A� s S / 2 S I / �...__
PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. �< - / / 1 -�v v� !
SIGN��� Jj�S•� f fjif,��r�o�- DATE SIGN DATE SIGN DATE DATE SIN DATE SIGN ATE
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNE BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
iL.: 41.15 s CITY OF CARLSBAD CONTROL "CLSB -019" PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED. APPROV SIMPLIFIED GRADING PLAN FOR:
STAMPED 'RCE 30724" LOCATED AT THE REVIEWED BY.. q
CENTER OF THE BULB, 190' S'LY OF INT. HORIZONAL NIA DATE �Z- I BY.' BY. 144 7 BELLA AZUL C T. 11765-SG
OF BELLA VISTA DR. & BELLA LAGUNA
CT, 20' E'LY OF C/L VERTICAL NIA __ R.C.E. NO. 44899 DATE: 211, - 12.114 DATE: Ay
NAVD88 DATUM ELEV. = 361.834 DATE:
MARK A. PAUR PLANNING CASE N0: 13 -078 SUBC A.P.N. #216- 122 -47 -00 .SHEET 1 OF 4
ow
BIO RETENTION
BASIN PER DETAIL
THIS SHEET 6
2 -3" OF 3/8" GRAVEL
TN 340.5
ivv /yi�ivv 2 -3" COVER OVER PIPE max
**SEE MINj�\ 0 0 0 0 0 0 0 0 0 0 0 o ijYVA /A� -------- - - - -�- --- - - - - -- 2 _ __
SEE NOTE \/\ /\ — — — — — —
v vv ��\ 3�4 CRUSHED ROCK 6' PVC CULVERT - -- - — — — — IE 338.5
BELOW / /i /i v� � ----------------------------------
v % /ivv% /ivv /ivv /ivv /ivwv�i -- — — — —
v /i��i��i��i /�i /�i��i /��ivwi 4" PERFORATED PVC PIPE
TIE 4" PERFORATED PLACE PIPE WITH PERFORATIONS III III - III _III
PVC PIPE INTO RISER TIE 6" PVC PIPE TO AT THE INVERT
STORMDRAIN SYSTEM III
FL= 342.0±
* BIORETENTION ENGINEERED SOIL LAYER SHALL BE MINIMUM 24" DEEP SANDY LOAM SOIL MIX
WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -307.
COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL.
** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON
ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY THE SURFACE AREA OF THE
BIORETENTION BASIN IS 47. OF THE IMPERVIOUS AREA DRAINING TO IT.
BIORETENTION BASIN - TYPICAL SECTION
NO SCALE
IN,
10"
F
1'
6"
1.5
(MODIFIED TO ACCOMMODATE 6" PIPE)
6�
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CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH
CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE
STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR
SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL
INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED
STEEL PANELS /PLATES. '
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE
DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING,
AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET
WEATHER. ,
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST
EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY, LARGE
5 -8"
° d .
1 d.
4 1.5'
1, a d °
a. d
° a d 6,.
3'
°
rL+ ° �,'d d d 2,
a °
CONCRETE SHALL BE 560 —C -3250
NO SCALE
(PER D -32 )
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE
CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL
PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING
ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION
AND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE
THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR
REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL
BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND
THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL
WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
EARTHENE SWALE
NO SCAL
n
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE
NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR
LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED
PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND
CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST
BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS
WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE
HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION
ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP
MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES
AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY
OF ENCINITAS AT (760) 633 -2770.
2' BENCH
12' PVC CULVERT
SCREEN WALL PER
DETAIL BELOW
TW 340.1
5'
IE 338.1
4 III CONC. FTG. III i_
95% COMPACTS
D SUSGRADE_
CULVERT DETAIL
NO SCALE
6x6x16 PRECISION BLOCK WALL WITH LIGHT
cnnin 7rv7n for C7i 1nnn MIMIC nni no Tn
SCREEN WALL - TYPICAL SECTION
NO SCALE
OPEN SPACE
EASEMENT -- ,,
7'x5' RIP RAP OVER 3/4"
GRAVEL W /TURF
REINFORCEMENT
12"
"LLS
;. E. W.
@ FOOTING
NUOVS
0 rvuurvu U"M F
DEEP ROOTED DENSE DROUGHT
TOLERANT
PLANTING SUITABLE
RETENTION AREA SHALL BE
GRATE ELEV. S
FOR WELL
DRAINED SOIL
LEVEL AND DEPRESSED A
TO CATCH BASIN
ATRIUM GRATE (TG= 345.6)
MINIMUM OF 6" FROM THE
2 -3" HARDWOOD
SURROUNDING GRADE
1% MIN. SLOPE P
MULCH FLOC
PER PLAN
6" P.V.C. O
4"
PEE
FINISHED GRADE
RISER O
TG
I;
v/ vA v
STD. TEE J
EL =345.3 24 MIN ENGINEERED SOIL
— — —
*SEE NOTE BELOW
BIO RETENTION
BASIN PER DETAIL
THIS SHEET 6
2 -3" OF 3/8" GRAVEL
TN 340.5
ivv /yi�ivv 2 -3" COVER OVER PIPE max
**SEE MINj�\ 0 0 0 0 0 0 0 0 0 0 0 o ijYVA /A� -------- - - - -�- --- - - - - -- 2 _ __
SEE NOTE \/\ /\ — — — — — —
v vv ��\ 3�4 CRUSHED ROCK 6' PVC CULVERT - -- - — — — — IE 338.5
BELOW / /i /i v� � ----------------------------------
v % /ivv% /ivv /ivv /ivv /ivwv�i -- — — — —
v /i��i��i��i /�i /�i��i /��ivwi 4" PERFORATED PVC PIPE
TIE 4" PERFORATED PLACE PIPE WITH PERFORATIONS III III - III _III
PVC PIPE INTO RISER TIE 6" PVC PIPE TO AT THE INVERT
STORMDRAIN SYSTEM III
FL= 342.0±
* BIORETENTION ENGINEERED SOIL LAYER SHALL BE MINIMUM 24" DEEP SANDY LOAM SOIL MIX
WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -307.
COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL.
** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON
ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY THE SURFACE AREA OF THE
BIORETENTION BASIN IS 47. OF THE IMPERVIOUS AREA DRAINING TO IT.
BIORETENTION BASIN - TYPICAL SECTION
NO SCALE
IN,
10"
F
1'
6"
1.5
(MODIFIED TO ACCOMMODATE 6" PIPE)
6�
to] :11IW/3Y4:a:Z•l4kilI1010KII I :TO]m -3 it:m 0116111*2N=1W_llY III =0t+Z ILI i:met11d01
I_C•3111111111 ml�
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH
CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE
STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR
SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL
INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED
STEEL PANELS /PLATES. '
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE
DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING,
AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED
SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING
EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE
GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET
WEATHER. ,
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST
EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY, LARGE
5 -8"
° d .
1 d.
4 1.5'
1, a d °
a. d
° a d 6,.
3'
°
rL+ ° �,'d d d 2,
a °
CONCRETE SHALL BE 560 —C -3250
NO SCALE
(PER D -32 )
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE
CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL
PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING
ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION
AND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE
THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR
REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL
BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND
THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL
WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
EARTHENE SWALE
NO SCAL
n
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE
NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR
LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED
PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND
CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST
BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS
WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE
HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION
ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP
MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES
AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY
OF ENCINITAS AT (760) 633 -2770.
2' BENCH
12' PVC CULVERT
SCREEN WALL PER
DETAIL BELOW
TW 340.1
5'
IE 338.1
4 III CONC. FTG. III i_
95% COMPACTS
D SUSGRADE_
CULVERT DETAIL
NO SCALE
6x6x16 PRECISION BLOCK WALL WITH LIGHT
cnnin 7rv7n for C7i 1nnn MIMIC nni no Tn
SCREEN WALL - TYPICAL SECTION
NO SCALE
OPEN SPACE
EASEMENT -- ,,
7'x5' RIP RAP OVER 3/4"
GRAVEL W /TURF
REINFORCEMENT
12"
"LLS
;. E. W.
@ FOOTING
NUOVS
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING
DESIGNED oRTREBY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
® tL• 6.3.15 .390 CITY OF CARLSBAD CONTROL "CLSB -019" PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO�jD SIMPLIFIED GRADING PLAN FOR:
STAMPED "RCS 30724" LOCATED AT THE HORIZONAL 1 =10 REV/ WED . I - 2 BY: BY: / 11765-SG
CENTER OF THE BULB, 190' S'LY OF INT. DATE: - 1447 BELLA AZUL CT.
OF BELLA VISTA DR. &BELLA LACUNA / -L ! 1q 1/► / 4 �Y
CT, 20 ELY OF C L VERTICAL NIA DAT . R.C.E. N0. 44899 DATE: Z ( DATE: 1
NAVD88 DATUM ELEV. = 361.834 MARK A. PAUR PLANNING CASE NO: 13 -078 SUBC A.P.N. #216- 122 -47 -00 SHEET 2 OF 4
0 rvuurvu U"M F
FINISH FLOOR
OR EQUIVALENT
GRATE ELEV. S
SLOPE 1% MIN.
TO CATCH BASIN
1' ' : : '.:, •'. P
PAD EXTENDED FOOTING (EF)
1% MIN. SLOPE P
PER PLAN
6" P.V.C. O
OR AS SHOWN F
FINISHED GRADE
RISER O
ON PLAN l
I;
STD. TEE J
llLIII I
— — —
• ,
I 1= III = III =III= MIN FOOTING
III —I I— III —I I D
DEPTH PER
I III I III V I
INVERT ELEVATION (IE) 6
6" PVC STORM DRAIN
PER PLANK P
PER PLAN
EXTENDED FOOTING
PRIVATE I
INLET E
NO SCALE N
NO SCALE
DESIGNED oRTREBY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
® tL• 6.3.15 .390 CITY OF CARLSBAD CONTROL "CLSB -019" PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO�jD SIMPLIFIED GRADING PLAN FOR:
STAMPED "RCS 30724" LOCATED AT THE HORIZONAL 1 =10 REV/ WED . I - 2 BY: BY: / 11765-SG
CENTER OF THE BULB, 190' S'LY OF INT. DATE: - 1447 BELLA AZUL CT.
OF BELLA VISTA DR. &BELLA LACUNA / -L ! 1q 1/► / 4 �Y
CT, 20 ELY OF C L VERTICAL NIA DAT . R.C.E. N0. 44899 DATE: Z ( DATE: 1
NAVD88 DATUM ELEV. = 361.834 MARK A. PAUR PLANNING CASE NO: 13 -078 SUBC A.P.N. #216- 122 -47 -00 SHEET 2 OF 4
j
R/W I }1
I f
I t
I ,
2' PLANTER
6" PCC CURB %�f'j p"4 j l)
16 CONCRETE WALKWAY
I DRIVEWAY* PER G -1 SEE LANDSCAPE PLANS ! j
EXIST. RETAINING WALL �, I ( )
(PROTECT IN PLACE)_�i GRADE G �� I/
t
S !
w _ .. _ ... PROPOSED
�f1\ RESIDENCE
f ✓ i
r,� ,
PROPOSED RETAINING
WALL PER S.D.R.S.D. C -2 ,A jAAA. V`2/ FF 348.67 1 ,
iV A j A \V PAD 348.0
s
* 5.5" PCC WITH HEAVY BROOM _
FINISH PERP. TO THE DIRECTION
OF TRAVEL, OVER 6" CLASS II AB PROPOSED RETAINING WALL f
PER S.D.R.S.D. C -6 i
EXISTING
GRADE
EXIST. RETAINING WALL
(PROTECT IN PLACE)
a
NO SCALE
CONCRETE WALKWAY
(SEE LANDSCAPE PLANS)
PROPOSED
RESIDENCE
FF 348.67
PAD 348.0
NO SCALE
EXISTING BIORETENTION BASIN PER
GRADE TYPICAL SECTION ON SHT. 2
SWALE
wj
NO SCALE
PROPOSED 6' SCREEN
/WALL PER TYPICAL
SECTION ON SHT. 2
FUEL MOD.
ZONE LIMITS
A
W-
i l
I
Cl
h�
101
81 Z
r
-~
it
r
EX $„ p C R AIN TO REMAIN
LA T. u
r ' NECT -. �>
M
` FCE'�1A /iV r # PV
-a., °- T �° EAVY BROOM
RAC O E om, MAIN 2 EX. 2" Ws4TER FINISH PERR O THE DIREC770 j
_ PER C. XTST...R w V OF TRAVEL OVER 6" CLASS
,.
/ _w _.._� _.. Q
SST R s\ TO R1 MAIN II ,A �r 1
ORAyY/ ANDARO z ..._ ��
l NG S: _ . ° TC 358.3
S s .,
rW J61.7) rW 361 7
PER,D ..
E T
RfC 20 , SEbIEN PROPOSED PLANTER _ �" 35
i OC �`A 6.9
_.. _ r_ - 12 %v 24 : r�J
TW 356.0
u
TW 359 1 / APRpN-
. : . 0
353.2..
' � , ,' ;j -.`a.' e- G� %U \ � � V 4`��t�.` �'F e e : \' <G 3S �,` ` � `a=•',~' t .,, �."'°`m �.'"°""'�.,u,„,e ., V��V� mss,:°'° f,. � .,. _-
1 rn 355.3 c,'cr `O
rn
7._
/ aq o %1V 366.0 35
x°35 1.3 TF
/ , Wa F 351 A� i
TG 3 a� �A PCC •ORNEWA v 1 3 �,...:_..,w ' °__, r
#8.90 PVT INLET � a 1 a a T Y. 0 20� % � a � •, �.w -�-'
lE 347.50 5%
�UM GRA1 \ cA
s TW3 ?O
p 7W _ .�
W*RI 3S I N,
35.0 ` y
/ 4 C
349..5OQ 4/ 8 7Yy 3507 S 347 FS 349 2 0
0 1....._,
_.. .
/ --_...
e ,
s ; 3475
ACC
N / /o 4 EF 0.5'
348 5 I _
4" PCC WALK EF O(0 P) Y
' EF 0.0'
348,5 x 347.0
INSTALL ZU
EF 1.0"
SERIES CHANNEL DRAIN TG 349.00 SEWER MACERATOR /PUMP.
/ AL (SEE DETAIL SHT. 2) 349 3 /E 347.80 USE LIBERTY PUMP LE70 SERIF ��
TO 348.40 S FL
cG 3/4 HP SUBMERSIBLE SEWAGE
55.7 \ lE 346.90 l PUMP W17H SHUTOFF AND
CHECK VALVES INSTALLED
IMMEDIATELY UPSTREAM AND x 34 .0
I
\\ DOWNSTREAM OF THE PUMP. I�
LE. 4" PVC INFLOW =3450 EF 1.0'
&' P 0 LE. 2" FORCEMAlN =3470
351 1 \�\ A`n� � r OS�D
= �\ LOT ��E A RE� s u�
EXIST RE NO
4" PV PIPE AND RIP f �-- I V
RAP B REMQVt vv $ Pq C
EXI 4 VALL,DRAIN \V 5 cs
6" ORM DRAIN PIPE \ x 348.0 ��_8 6 7 U 0 3 FL 46. I
A 6 0X8 "X4" TEE } \
\V / EF 0.0' T /� r-)
tKj '1, r J71 r
348.0 x I
jaP TG 347.7 i I
IE 346.4
- 6 -____
\
" � C CUL IrER
�O ?
',.
F
rG-3 4771 -- \\
lE 345.7
\
T4LL Low ® \
PA
46.2
»moo„ Zy F2
CTy P) v ♦♦
�t
FL =347.0 \
Q rn,
FL =346.5 � `
>'TEEP SLOPE EASEMEN! � �� �VA\ �G�� ��� ♦♦ ��
TR DOC. 2009 - 0180 71'9 "` 2`BENOFt'
V. 4 -9 -2009
s s.
..
\ t CONSTRUCT
I
•., .,,A� � HEADWALL MODIFIED
D 32E(SEE�AII,.#iT
6 `v �, DETAIL ON
� FL 345.9 �.�"5`- ♦ ``'.SHEET 2� ,WITH 3'X5' TYPE 2 RIP RAP ENERGY,,,"'
r1 ! TW =353 0 \ -
`�
I P OVER TEXTILE
�
347.0 "'
W n
_. 4,,. FL =346.0
DISSIPATOR -PER D 40 W /1, fJ' ]NICK NO 2�~
;� \ 'BACKING R P; RA R GEb FABRIC
rw -352.0 4,
® r �
y BWBFG- � � ° ��� / x � ♦ LA E DETAIL EE
/ NKET ;
l ✓'' r -346.0 `~ - ��/ / SE SHEET 2
BOTT
,'OM AREA W 260 SF
12 ., ~_ - 345.3
��. 4
\ � fi: �� \\ �♦ r FL ROM ELEV. ,�
�W= 3,50:0 I� ° - 4
ER -
342.0
1 I
�_x BW�344k TW=348.0
OPEN SPA CE EASEMENT 6W®FG =342.0 �✓ k�
r
AV ♦�z, I
PER,DOC. 2009 - 01807. ' �..�_..`- \
,; �� � "^ <, �` `� -• i v e �• "� �- CONSTRUCT MODIFIED TYPE R °
REC. 4 -9 -2009 #�° `! - _._., .. _ _..._- t �� STRAIGHT, HEADWALL (6" & 12" PV
STEEP SLOPE. EASEMEI °�° \v
PIPES) PER RS 32 (gEElDETAIL
-.. N SHEET TH 7X,5 "TYPE 2
,•' REC. 4�9 -200 - - '- ' r ♦ RAP ENERGY DISSIPATOR'PER
3�.0 ,., \ m.
PVC CULL 7% ♦ D -40 W /1.0' 1HICK;'NO „'2
TEMPORARY ORANbE?'�JQW" CONSf'-FENCE TO BE BACKING RIP RAPiOVEII GE01E LE ,
MAINTAINED FOR DURATION OF.CONST. ACTIVITY
it
FABRIC BLANKET"
UNTILy PERMANENT FENCING IS INSTALLED _� �� �'r� _ ` 340 ° KET
` (TYPICAL) r� �` �� � � ,�
y
� i V( ) � . , -� �V COVER 6VE " PVC AND OI�DE .
_ D
R
-�. w y� lE 338.5 \ _ 1 "EC
� NAGF��O
``• '�, T � 7W =346.0 .�UL VR� AT,f�ADWAkL
W 34
\ - BW®FG =341.0 = 47.0 -B 4
L1 \. �G =3 0 0
y
WOFG
° _. �_ rw3 0
TEMPORARY CONST. 12 P RT B =
i \ \ C CULVE
S, ♦ t
FENCE
i
`1
1 � I
VVV° __
10 0 10 20 ', 30 \ ` t EFUEL MODIFICATION FS 338.0
3
` i
1. A 1 \ �v } TS �DQ~NOT EX DRIP RAP'
v _._,.... INTO OPEN,SP E EASEMENT
ONE LIMITS
,,
1" 10'� \ CONSTRUCT 6 SCREEN,WALL
v, e
1
° SECTION SHT }
♦ J
y ;.
(SEE TYP
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0.
%U .L 6.345 `QO CITY OF CARLSBAD CONTROL "CLSB -019" PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROV D or SIMPLIFIED GRADING PLAN FOR:
STAMPED "RCE 30724" LOCATED AT THE REVIE14(ED B . q
CENTER OF THE BULB, 190' S'LY OF TNT. HORIZONAL 1 " =10' DATE: 1-Z 'I BY:-.4A,_4A, J BY: 1447 BELLA AZUL CT. 11765 -SG
OF BELLA VISTA DR. & BELLA LAGUNA
CT, 20' E'LY OF C/L VERT /CAL N/A R.C.E. NO. 44899 DATE 2�.JAI1 d DATE: 2-Y
NAVD88 DATUM ELEV. = 361.834 DA TE.
MARK A. PAUR PLANNING CASE N0: 13 -078 SUBC A.P.N. #216- 122 -47 -00 SHEET 3 OF 4
\
NOTES
1. THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE RESPONSIBILITY OF THE OWNER. THIS WILL INCLUDE ANY
POST CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY
OR FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION OPERATIONS.
2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL MEASURES, SUCH AS THE PROPER MEANS OF
DISPOSING OF POLLUTANTS, DIRECTING WASH WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET, GUTTER OR
STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE POTENTIAL TO
CONTRIBUTE POLLUTANTS INTO STORM WATER, AND SPILL CLEAN UP TECHNIQUES.
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCKPILED, THE STOCKPILES WILL BE LOCATED
OUTSIDE OF ANY DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH
AND SUPSEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES, WHEN THE
STOCKPILES WILL REMAIN IN PLACE FOR THE COURSE OF MORE THAN 1 DAY, THEN THE STOCKILE WILL BE ADEQUATELY
COVERED SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL.
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE WHICH WILL DISCONTINUE IRRIGATION
IN THE EVENT OF RAIN AND IF THt SOIL IS SUFFICIENTLY SATURATED.
5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE THAT OVER WATERING IS
MINIMIZED. BROKEN OR MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN THE EVENT THAT ANY
IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS, REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM
WILL EITHER BE SHUT DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN OFFLINE IF POSSIBLE, UNTIL
THE PROBLEM IS CORRECTED.
HYDROSEED NOTES
1 HYDROSEEDING SHALL BE APPLIED WITHIN ALL SLOPED PAD AREAS 6:1 OR GREATER WHEN THEY ARE:
A. 3 FEET OR MORE IN HEIGHT IN FILL AREAS
B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE
EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE
HYDROSEEDED AREA.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAT.
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS RER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CLAIFORNIA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 0.5 LB PER ACRE OF DIMORPHOLECA
7, ITEMS C, D, E & F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING
HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH NITROGEN FIXING BACTERIA AND APPLIED
DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE
CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
10. NON —PHYTO —TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE
DISCRETION OF THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE, TYPE 6
MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER
MATERIAL. WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY
PUNCHING NO LESS THATN 50% OF THE STRAW INTO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE 16 -20 -0 WITH 15% SULFUR
APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BY HYDROSEEDED SHAL BE PREPARED PRIOR TO HYDROSEEDING BY.
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.
1. TRACK WALKING SLOPES STEEPER, THAN 6:1
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR CONVERING SALINE SOILS TO
PROVIDE VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTINAED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
LANDSCAPED OR FOR AREAS WHERE THE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED' AND ALL SECURITY RELEASED.
NATIVEZCCS HYDROSEED MIX "B"
40.0 HORDEUM BRACHYANTHERUM
NOTE: SEED MIX IS AVAILABLE FROM S &S SEEDS (805) 684 -0436
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HYDROSEED MIX °O 4O°°p p°°°°
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EXTRA STRENGTH FILTER FABRIC —
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL OR
WOOD POST,
ATTACH FILTER FABRIC LOw:
SECURELY TO UPSTREAM
SIDE OF POST ^"
*, 10' MAXIMUM SPACING WITH
WIRE SUPPORT FENCE 6'
OPTIONAL HAY MAXIMUM SPACING WITHOUT
%BALE REINFORCEMENT WIRE SUPPORT FENCE
r {l n STEEL OR WOOD POST
3.0' HEIGHT MAX.
T PONDING HEIGHT PON
FLOW
DING HEIGHT
II _ _
314" MIN.
I I L D AIN ROCK
r - T FLOW 9" MAX.
I STORAGE HT 8"
1.0' MIN, 1.0' MIN.
4 "x6" TRENCH WITH
COMPACTED BACKFILL
TRENCH DETAIL INSTALLATION WITHOUT TRENCHING
N.T.S. N.T.S.
SILT FENCE NOTES:
1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE
PONDING EFFICIENCY.
2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE
SEDIMENT WHEN NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE
HEIGHT.
3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT
CONTRIBUTE SEDIMENT OFF —SITE AND CAN BE PERMANENTLY STABILIZED.
SILT FENCE SC -01)
N.T.S.
� y4x
� ~I
NOTE.
CONTRUCT SEDIMENT BARRIER
AND CHANNELIZE RUNNOFF TO
SEDIMENT TRAPPING DEVICE
m1
w
TEMPORARY PIPE CULVERT
AS NEEDED
50 FT. MIN.
OR FOUR TIMES THE CIRCUMFERENCE
OF THE LARGEST CONSTRUCTION VEHICLE TIRE,
MATCH WHICHEVER IS GREATER
EXISTING
GRADE PLAN
N.T.S.
CRUSHED AGGREGATE GREATER THAN
3 W. BUT SMALLER THAN 6 IN.
1 FILTER FABRIC
L 1 FT. MINIMUM UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION B -B
N.TS.
`<ttttt�j
3 HIGH GRAVEL :'C OVERLAP ENDS
WIDTH AS
REQUIRED TO
ACCOMODATE
ANTICIPATED
TRAFFIC.
ORIGINAL GRADE
TYPICAL GRAVEL BAGS
N.T.S.
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BMP LEGEND
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DESCRIPTION 20 0 20 1 40 80 I I ING STMBOL
ENERGY DISSIPATOR • • mm
1 = 20'
SILT FENCE
GRAVEL BAGS:
STABILIZED CONSTRUCTION ENTRANCE
HYDROSEED (SEE MIX AT LEFT)
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REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY i CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
US (p •(S •1. 5 CITY OF CARLSBAD CONTROL "CLSB -019" PLANS PRE RED UNDER THE SUPERVISION OF RECOMMENDED APPR D EROSION CONTROL PLAN FOR:
STAMPED "RCE 30724" LOCATED AT THE REVIEWE j_ By. BY: 11765-SG
CENTER OF THE BULB, 190' S'LY OF INT. HORIZONAL 1"=10' DATE: I L 1447 BELLA AZUL CT.
OF BELLA VISTA DR. & BELLA LAGUNA Z r) DATE. 212112./14 /� DATE: Z/1- °/®
CT, 20' ELY OF CIL VERTICAL N/A A E. R.C.E. NO. 44899
NAVD88 DATUM ELEV. = 361.834 MARK A. PAUR PLANNING CASE NO: 13 -078 SUBC A.P.N. #216- 122 -47 -00 SHEET 4 OF 4
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!I
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BMP LEGEND
l
f % ICY
1
d <1
r J.
t
j r
!` z
DESCRIPTION 20 0 20 1 40 80 I I ING STMBOL
ENERGY DISSIPATOR • • mm
1 = 20'
SILT FENCE
GRAVEL BAGS:
STABILIZED CONSTRUCTION ENTRANCE
HYDROSEED (SEE MIX AT LEFT)
/01
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REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY i CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
US (p •(S •1. 5 CITY OF CARLSBAD CONTROL "CLSB -019" PLANS PRE RED UNDER THE SUPERVISION OF RECOMMENDED APPR D EROSION CONTROL PLAN FOR:
STAMPED "RCE 30724" LOCATED AT THE REVIEWE j_ By. BY: 11765-SG
CENTER OF THE BULB, 190' S'LY OF INT. HORIZONAL 1"=10' DATE: I L 1447 BELLA AZUL CT.
OF BELLA VISTA DR. & BELLA LAGUNA Z r) DATE. 212112./14 /� DATE: Z/1- °/®
CT, 20' ELY OF CIL VERTICAL N/A A E. R.C.E. NO. 44899
NAVD88 DATUM ELEV. = 361.834 MARK A. PAUR PLANNING CASE NO: 13 -078 SUBC A.P.N. #216- 122 -47 -00 SHEET 4 OF 4