2014-11903 G (Plans)Rl&ff OF WAY MITE
EROSION COMROL
SMAWTER POLLUTMV CONTROL BAP M77ES RELATIVE TO M\5TRLCTICW ACTIVITIES COPT...
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHRIS CONNOLLY AT (760) 845 -3440,
EROSION CONTROL CONT...
48 HOURS PRIOR TO WORKING IN TIE PUBLIC RIGHT OF WAY. FALIRE TO DO SO WILL
24 HOURS A DAY.
RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS
PESPONSIOLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL
TIMES DURING THE RA SEASON PL 15). ALL NECESSARY MATERIALS
(OCTOBER
GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE
lXMADfA(tE A1D7E
BE ON 1 AT CONVENIENT SO CITATE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.
RAPID CONSTRICTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMIMM OF 5 FEET AT 2 PERCENT
TEMPORARY VEGETATION MUST 8E PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED
OF THE ENGINEERING INSPECTOR.
BY PLANTING FAST - GROWING ANNUAL AND PERENMRIAL GRASSES TO SHIELD AND BIND THE
UTILITY NOTE
SOIL.
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
GEN97AL. N07ES
ACTIVITIES ARE COMPLETE.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
ON -SITE CONSTRUCTION MATERIAL STORAGE
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR
TO ANY REQUEST FOR INSPECTION.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
STORED MATERIALS SHALL BE CONTAINED
IN A SECURE " 'LACE TO PREVENT SEEPAGE AND
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT
2. THE SOILS REPORT TITLED 'PROPOSED NEW RESIDENCE TO BE LOCATED AT 410 LA
OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
COSTA AVENUE, ENCINITAS, CALIFORNIA" PREPARED BY ENGINEERING DESIGN GROIN
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
STORED ON -SITE.
DATED MARCH 23, 2007 AND UPDATED LIMITED GEOTECHNNdICAL REPORT, DATED FEBRUARY
INCORPORATED HEREON.
1!,2008 AND UPDATED GEOTECHNICI REPORT TITLES 'NEW CONNJOLLY RESIDENCE TO BE
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
LOCATED AVENUE, r SEPTEMBER 1t, 2013
DED A MUST DRAIN AWAY FROM THE FACE OF
ACO�ARLUUSO
AEFRTOM BANK)
AND BLUFF RESTORATION RESTORATIOUTREPOR � �14DATED
It
5 SLOPE � OF EACH WORK DAY.
ETC. STOCKPILESSHSHAULLL BE LOCATED AWAY CONCENTRATED STORMWATER FLOWS
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH RECOMMENDATIONS AND
STOFRMGRRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
SPF ^IFICATIOJS CONTAINED IN SAID REPORT.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE ENO OF EACH
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF-
WORKING DAY WHEN THE FIVE (5) DAY PLAIN PROBABILITY FORECAST EXCEEDS FORTY
THE PERIMETER AT ALL TIMES.
WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
4 WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
STVRWATER POLLUTION CaVTRQL POST CONSTRRUCTMV BWIDP MITES
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
5. 0,','TRACT0R SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
BE RAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
PROPERTIES DURING GRADING OPERATIONS. ANYiH77 1G DAMAGED OR DESTROYED SHALL BE
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET ANQ /OR INTO THE PUBLIC STORM
THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
DRAIN SYSTEM.
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
6. THE DEVELOPER SHALL. BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
WASTE MANAGEMENT
'NIL ENGINEER CQ A LICENSED LAND SURVEYOR.
NOT DE MODIFIED WITHOUT A PERMIT FROM THE CITY.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
-
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES
3. ALL IMPERVIOUS AREAS- WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
WIRERS WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE
FACILITIES AND /0R TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR
AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS.
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STOPMWATER. BERMS /DIKES
BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF.
B. GRADING AND EQUIPW NT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE
DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE :4'DURRS OF 530 P.M. AND
4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS
CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
7:30 A.M. NOP ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT
WITH ANY TRASH MATERIAL.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT'' CITY INSPECTOR CIVIL
5. DRIVEWAYS SHALL HAVE A MINIMUM} 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR
ENGINEER. SOILS LNGINEER, GRADING CONTRACTOR AND PERMMITTEE. THE PR=- CONSTRUCTION
HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE WOOD, AND CLEARED VEGETATION CAN BE
MEETING SHALL RE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY
DISCHARGE IT TO AN ADEQUATE IMP/BMP.
RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL
CALLIN'!T (760) 633- -2770.
6. ALL STORMWATER .IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
10. PRIOR TO MAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
ALTERED WITHOUT A PERMIT FROM THE CITY.
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
CONSTRUCTION FTTE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE
APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
7• THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
MAY REQUIF.E THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMMTT BE
LL DE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
POLLUTANTS SHALL
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE
OBTAINED.
HALL
THE SITE.
;KITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO
B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
PORTABLE TOILETS MUST BE IN GOOD WORKING OVA AND CHECKED FREQUENTLY FOR
FINAL APPROVAL FINAL RELEASE O SECURITY, AN "4S GRADED
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE RASH ENCLOSURES SHALL
LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE
ICATION
CERTIFICATION" SHALL 8E PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11903 -G
L B PROM O
HAVE AN IMPERVIOUS NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO
TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN
".
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
USE. A EEHM, SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
ALL
ALL CONSTRUCTION DEBRIS SHALL 8E KEPT AWAY FROM THE STREET, GUTTER AND
OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN THIS STATEMENT SHALL BE FOLLOWED
BY THI- DATE AND SIG, ;4TURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
ESCAPE FROM THE D WSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
ONSTR. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
U E
OPERATION.
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR
12. ALL GRADIV" '';'.`LL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND
UAP' "HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND
REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT
COMPPACTION OF FILLS AND BACKFLLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM
(760) 633 -2770.
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL
DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
SAN DIEGilITO WATER DISTRICT NOTES
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
EWD70ANENTAL NOTES'
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS APE ACCEPTABLE FOR THEIR INTENDED
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
USE`
(EXCLUDING ANY EXISTING MAN MADE SLOPES).
NON - EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS
13. THE CONTPI'CTOr SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
OF THIS PROJECT
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 2.5 FT AND THE MAXIMUM
2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN If, LINE CROSSINt?
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SIT€ AND SHALL
VERTICAL HEIGHT OF FILL IS 0.3 FT
LIMB PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY Y GRADED AREAS UNTIL SUCH
3. A.) AVERAGE DEPTH = VOLUME OF
OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
CUT (C.F) = 1.0 FT
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS
OF CUT AREA OF CUT (S.F.)
UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND
BI AVERAGE DEPTH = VOLUME OF FILL (C.F.) = 0.2 FT
3. CONTRACTOR AND OWNER APE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
OF FILL AREA OF FILL (S.F.)
EXISTING WATER FACILITY (FIRE HYPrMAIT, METERS VALVES VALVE BOXES, ETC.) WHICH IS
,ANON W=HICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
REMOVEJ TO SUITABLE FIRM NAPPAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED
TO A DEPTH OF 12 TNCHES AND THEN COWACT7D TO A MINIMUM OF 90 PERCENT. IT SHALL
BE THE .ANTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL
IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
EMBANKMENTS SHALL BE SHAPED, PLAIVTFUR AND TRIMMED AS DIRECTED BY THE ENGINEER
OF WORK AND LEFT IN A NEAT AND OvJERLY CONDITION. ALL STONES ROOTS AND OTHER
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REA40VED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRf.SS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE
THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE
SOILS 'NGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S
URBAN;' FOREST MANAGEMENT PROGRAM, TREES LOCATED WITHIN CITY STREET RIGHT -OF-WAY,
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. NO GRADING, EXCAVATION, OR DISTURBA "! ^_ 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 EDSE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A
CITY TREE IS NOT CLEARLY LABELED TO BE PEMOVED, IT MUST BE PROTECTED IN PLACE.
EVEN IF APPRROVEr IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE. -T MUST NOT BE
DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
NDTIFICAT1M
1. THE EXISTENCE AND LOCATION OF UMOERGROUND UTILITY PIPES AND STRUCTURES SHOWN
ON THESE PLANS WERE OFTATNED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS,
HOWEVER' THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION
OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF NOW
A. SEWERS - LWD - (760) 753 -0155
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER - SDWD - (760) 533 -2650
D. TELEPHONE - SBC BELL - (760) -469 -3411
E. CABLE TV - COX COMMUNICATIONS- (760)-806-9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO
BEGINNING ANY WORK ON THIS PROJECT. PHONE.' (760) -633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE'
(760) -633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
SUBJECT TO REJECTEW AND REMOVAL.
REVISIONS I APPROVED IIDATE
EARTt/M DATA
200 CUBIC YARDS EXCAVATION (CUT)
50 CUBIC YARDS EMBANKMENT (FILL)
150 CUBIC YARDS EXPORT
REMEDIAL GRADING: 1,300 CY
ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY
OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS
CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO
COMMENCEMENT OF WORK.
EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY.
(CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO
SHRINKAGE OR SWELL FACTORS).
DEPTH & QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION
BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION
r• �. •r r •r •r r � •� r Fr r ��.
CONCRETE WA'JT
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
SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND
INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL
SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA TW_AY FROM GUTTERS AND STORMGRAIN SHALL BE DESIGNATED FOR
CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING AND ROUTINE EQUIPMENT
MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
FROST 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
BODED 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.
DATE $EjCHMA'RK
•/3 •/S F0. 2.5" CADT DISK IN WEST END OF
DRAINAGE BOX INLET IN THE NORTHEAST
QUADRANT OF THE INTERSECTION OF LA
COSTA AVENUE AND INTERSTATE HIGHWAY 5
IN THE NORTHWEST CORNER OF NORTHBOUND
ON RAND AND 47 FT. EAST OF BRIDGE.
DATLk N0 VD88 F1EV.: 47.114'
HORIZONAL N/A
VERTICAL N/A
AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF FACILITIES 00 NOT MEET
STANDARDS THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S
EXPENSE.
4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER
SERVICES.
5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND
SAN DIEGO GAS AND ELECTRIC VAULTS.
5. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REOUIRING THAT NO -LEAD BRASS
BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE
JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
MATERIALS TO BE NO -LEAD BRASS PARTS.
B. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS, AND SERVICES SHALL BE
PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
LANDSCAPD)S
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED
BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING
ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STA.40ARDS.
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO
OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER
1 AND APRIL 15.
EXISTING
IMPERVIOUS AREA
EXISTING
ROOF AREA
PROPOSED
IMPERVIOUS AREA
PROPOSED
ROOF AREA
700 SF
2,500 SF
2,400 SF
3,900 SF
TOTAL IMPERVIOUS AREA INCREASE = 3,100 SF
al
BRIAN MICHAEE-ARDOLINO DATE
R.C.E. NO. 71651
EXP. 12 -31 -45
0lit\T^ A. BUH T7'AT�'! UtSlti(VtU tlT UHANN tlT l:Htl:ICtU tlT
�1�11��J Rr Vfi/L11�V BMA KRK BMA A13PROVALS
PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED SRN APPROV
G' DATE :"�- U-11'1 BY: _j44. P/!/I 4, BY:
R.C.E. NO. 71651 MASIH MAHER GLEN,
BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15
DATE: S/ 30 / 14 DATE:
OIrIIER/PEANITTEE
RHONDA & CHRIS CONNVOLLY
3306 BUUMANNV ROAD
ENCINITAS, CA 92024
SITE ADDED
410 LA COSTA AVENUE
ENCINITAS, CA 92024
LEGAL OESMIPTMV
ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 15, TOWNSHIP 13 SOUTH RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE
CITY OF ENCINITAS, COLNJTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO
OFFICIAL PLAT THEREOF, DESCRIBED IN DOCUMENT NO. 2003- 1221240.
APNo
216 - 030 -62
0AIIEIT'5 CERTIFICATE
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS.
IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL
ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR
AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS.
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE
COMPACTION AND STABILITY OF THE SITE.
RHONDA OR CH91S CONNVOLLY DATE
3306 BUMANN ROAD
ENCINITAS, CA 92024
I, _! KIST --------- A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL
CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY
DIRECTION BETWEEN THE DATES _ AND _3_l4_t5 , ONE COMPLETE
COPY OF THE SOILS REPORT COWLED FROM THIS STUDY, WITH MY
RECOMMENDATIONS HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER, FURTHERMORE I
HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE
BEEN IAC0 P RATED IN,- ING PLANS AND SPECIFICATIONS
SIGNED:___ @TREE Ea�LpNq
- - - --
Q�° E. ra��r`fiy
RCE NO.:
----- - - - - --
EXP. DATE__ 9 7_015
-------- °- - - - - -- a C 65122 A
ENGINEERING DESIGN GROUP ,H
2121 MONTEL ROAD N ��
SAN MARRCOS, CA 92069 CIVLL ®Q`a
760.839.7302
F CA
F
THE UNDERSIGNED ENGINEER AGREES THAT THE NOW PERrONNED BY THE ENGINEER
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW PERFOED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A BETER41NATION BY THE CITY OF
ENCINITAS OF THE TECHINICAL SIFHFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLAT
OR DESIGN OF IMPROVEMENTS BASED Tf REON. THE ENGINEER AGREES TO INDEMNIFY
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND EMPLOYEE
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
THE WO PEjRFOR j Y THE ENGINEER.
f-7,01, t .. N.T ,,� ;r, - I I1 A
RCE No. 71651
PASCO LARGT SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
PLSA 2100
R HEWED B):
Kia SA•, Neer
AT
REV
DATE. 11�
No. 71651
Exp. 12/31/15
SEAN
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VICINITY MAP
NTS
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
LOT LINE . .
EXISTING CONTOURS _255- -
BLUFF LINE
EXISTING EASEMENT -
SOGE EASEMENT -
EXISTING EDGE OF PAVEMENT
CENTERLINE -
EXISTING WATER MAIN
EXISTING SEWER MAIN
EXISTING SITE WALL
EXISTING FENCE
PROPOSED BMP PRIORITY HMP
BIORETENTION BASIN
PROPOSED PAVER SLPFACE
PROPOSED PAVER
PROPD;ED PVC PIPE
PROPOSED PIMP
PROPOSED CLEANOUT Q'
F9,iilhd9Zt1:14C10 f5dulfTNA
GRADING PLAN FOR.
& ASSOCIATES
IL ENGINEERING + LAND PLANNING + LAND SURVEYIM
I North Highway 101, Ste A. Solana Beach, CA 92075
858.259.8212 Ifs 858.259.4812 1 plaaengtneering.com
•
REV 4
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FP swr
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PLANNING CASE NO. 13 -194
ve
' oiet`cY -)4hf
aKMLIC WORD'S
RE M9 �BY.•
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A. ".N. #216 - 020 -62
ING 21000.pro
SHEET 1 OF 3
Rum
PER
MAX
I WALL
WATER
MIL H
SOILS
DRAINAGE NOTE; LWD NOTES FOR 410 LA C05TA AVENUE
AS PER MUNICIPAL GODS CHAPTER 30.34, STORMWATER MAY BE DIRECTED TO THE 1. CONTRACTOR SHALL LOCATE AND VERIFY CONDITION OF EXISTING 4 -INCH SEWER
LATERAL WITH CCTV VIDEO INSPECTION AND POTHOLING.
`r INLAND BLUFF / WETLAND PROVIDED IT DOES NOT IMPACT ANY OF THE FOLLOWING:
j / ! 1. THE PROJECT DOES NOT CONTRIBUTE TO INCREASED SEDIMENT LOADING OF THE 2. T EXISTING CAP LATERAL IS 13 USE ABANDONED IT MUST BE GAPPED WITH
jf jf / WETLAND BY UTLIZING A BIORETENTION BMA THAT ALLOWS FOR SEDIMENT TO SETTLE MATCHING SIZE GAP MADE FOR THIS USE WITHIN 2 -FEET OF 6 -INCH SEWER LATERAL
OUT OF STORM WATER. AND THEN ENCASED IN CONCRETE.
2 THE PROJECT DOES NOT CAUSE DISTURBANCE TO THE WETLAND HABITAT VALUES
! / ! FOR THERE WILL BE NO INCREASE IN 5TOM WATER TO THE WETLAND NOR ANY PROPOSED T IF A NEW SEWER LATERAL MADE IN CC t5 REG2Ut NIT TO THE 6-INCH SEWER LATERAL, THEN
r f THE CONNECTION SHALL BE MADE IN A GORDANGE WITH LWD STANDARD DRAWING 5 -32.
t j / PHYSICAL DISTURBANCE OF THE WETLAND.
3. THE PROJECT WILL NOT OTHERWISE IMPAIR THE FUNCTIONAL CAPACITY OF THE WETLAND 4. A NEW CLEANOUT SHALL BE INSTALLED ON WEST EDGE OF UTILITY EASEMENT PER LWD
FOR DRAINAGE PATTERNS AND FLOWS WILL MIMIC, THE EXISTING CONDITION
STANDARD DRAWING 5 -17 AND 5 -25 ON THE NEW LATERAL, WHETHER CONNECTED TO THE
GEOTECHNIGAL ENGINEER/ PUMP INSTALLATION NOTE: EXI5TIN6 OR A NEW CONNECTION TO THE 6 -INCH COMMON SEWER LATERAL.
/� ✓ / f' THE SOILS ENGINEER MUST REVIEW SHOP DRAWING5 OF THE PUMP TO THE TRENCH
f / ' D1551FATION SYSTEM AS WELL AS THE PROPOSED WATERPROOFING DETAILS AND 5. THE COMMON 6 -INCH SEWER LATERAL THAT CONNECTS TO THE LAD SEWER MAIN LOCATED
IN LA G05TA AVENUE 15 SERVING (WILL SERVE) MULTIPLE UNITS (APN5 216 - 030 -62, 216 - 030 -52,
f t j BACKDRAIN DETAILS PRIOR TO INSTALLATION
O j ff j j 216 - 030 -22). MULTI -USER LATERALS ARE ALLOWED WITHIN LWD ONLY IN SPECIAL CIRCUMSTANCES.
NO CONSTRUCTION WORK OR 5TA61N62 SHALL BE COMPLETED WITHIN THE 5TEEP LAO WILL ALLOW THE CURRENT THREE - PROPERTY COMMON LATERAL CONFIGURATION TO REMAIN
��� jf jf if jf SLOPE AREAS OR 25 -FOOT BLUFF SETBACK EXCEPT FOR THE SLOPE RESTORATION WITH THE FOLLOWING UNDER5TAND1N6 ACKNOWELDGED BY THE OWNER OF 410 LA C05TA AVENUE,
WORK SPECIFIED IN THE DISCRETIONARY PERMIT APPROVAL. AS EVIDENCED BY IMPLEMENTATION OF THE APPROVED PLAN:
AN "A5 -BUILT GEOTECHNICAL REPORT" SHALL BE SUBMITTED TO THE PLANNING A. LWD DOES NOT OWN OR MAINTAIN INDIVIDUAL OR COMMON SEWER LATERALS;
-\ DEPARTMENT WITHIN 15 DAYS OF THE COMPLETION OF THE PROJECT FOR REVIEW B. THE PROPOSED COMMON LATERAL CONFIGURATION HA51WILL ALLOW THE POTENTIAL FOR ANY
AND APPROVAL. ONE OF THE THREE CONNECTED UNIT51HOU5E5 TO CAUSE A BLOCKAGE IN THE COMMON LATERAL,
WHICH MAY CAU5E A BACKUP IN ONE OR MORE OF THE CONNECTED HOUSES.
C. LAD 15 NOT LIABLE FOR MAINTENANCE OF INDIVIDUAL OR COMMON SEWER LATERALS, 1 }
f f D. LWD t5 NOT LIABLE FOR DAMAGES CAUSED BY BLOCKAGE OR SEWER BACKUPS WITHIN
EX. 5'-6" HIGH STUCCOED CMU WALL TO REMAIN INDIVIDUAL OR COMMON LATER r.R
l / �• t j
/ rt INS(SECTION THAT ENCROACHES INTO 5' -0" BLUFF f TALL 5' HT SETBACK WILL BE REMOVED) IRON POOL E PER
(E) SITE WALL ARCHITECTURAL DRAWLY GS
''
IY? J P t
f
,
TO REMAIN LLIE TG�3.8 �i EXISTING SITE WALL FG 7.0
Or r r j T 'M F I r EXISTING CANOPY 63.0 6
ff T E REMO __760 111-1-1 - - -
- 4" ICC
.:. - ��0•� - -_ -�_� _ F5- 6C, -64.4 (MINI
L� y 1
�., PVC PEf l C T: RANTER AREA - FG =64.! � a'a a a =63.5 �, ASBf
/ a� � 7AASI' i AREA' _ II =,ll 11 L� I 7Q4 235786
NT f t j� f !f fr !PLANTER IE 62A4 N TW@FS 8 ' CQIT€#1CT AG PATH .. a , : ' FG4.5 p 1�" ,ll I% 11= FL�4.5 FS =67.41 FS�7.s3 I 1 ` ROAD &
DDC p : • l j / / AREA / I (r FS -67.3
/ REC.��- f jjf s l/ / TW @FS 65.3 63.8 F , 10 I 1 = / ; UTILITY
- 548699 AUNT
1
BW @FG &3.5 EDGE OF
/ l < ` r FS�53 I -- it �iEi% ..11:5%
f , (E) RETAINING WALL. SITE WALL$ STAIRS/ - -Il% �'_ - - _ PAVEMENT I
l r 1' OME 1' DEEP �- 1 i i �-
j
WITHIN ,THE BIOLOGICAL SETBACK AND f 11 t "
f GRAVEL TRENCH 6" PVC @ 0 If 6 y
f / WITHIN 5 FEET FROM TOP OF.BLUFF TO / ' i n n u.nanrcn
f kr j F R STORMWATER PROPOSED ,r-• -- f �. ____ __ it � 1
8E REMOVED &BLUFF FACE RE- ESTABLIS D / O -___ ___ - - - -- INSTALL 1' WIOE�CHAi L C5'
I >/ r ! Q7ISPERSION TILE PATIt - - - -
t TO ITS NARRALrCONDITION PER GEOTECH r / DRAIN PER NOS LET EQUIV. �j� F Y. B. 2 •� + * ^•,, 1 FIt
✓ / / LETTER DATED - 16 -0_7*& AEW SETBAACKS !r f TOP OF GRAVEL�3.�/ II TIA�IdAROI 1 _ =11 € LIMITS
f / L - - - - LIMITS - - -
1 TAKEN FROM W BLUFF EDGE. f' EXISTING RESIDENCE AND 11
t O TW@FS1165.3 If INSTALL LIABR S i
f f �fkIJO LEPfLER O�kTBb S -i 7 -.fy j, r "# CONSTRUCT MASONRY `ACCESSORY STRUCTURE __ PROP05EDGIIRAGE /
t RETAINING WALL BW @FG1163.6 TO,BE REMOVED + i - - - 1 8Y ORCO IEQUIVAL NT � r�
n,
PER SDRSD C -3 11 I 1 PPROVED EQUIVALENT (TYP�
MAX HEIGHT =2'
1% FS�5 4 �, TG =64.9 1 s -r
NOTE" / =r ,' oi, / II - IE�3.7 If ° It t S=6727' -1 7.16 1 / /
PLANTER F5=65 4 -1I �
PLANTINGS SHALL MAINTAIN A h/ f A Tom► S 5 2 ( -- FS�5 0 1
r f TAWS 65.3 1% = 1 1%; 1119% 5%
/ I j FIVE f00T SETBACK FROM THE (? v r �i t lax WAG 63.5 = - - - - - . - 1
INLAND BLUFF. / % IIN$TAL Bh@FG 63.5 I TG 652 15 7.49
FG =64.75
TG 63.4 0 ^ o Q! TG COVERED
�OPO$ED I°E�tDENCE Bw s5. 4 �
f I IE 62.8 WE
AREAS OF GRASS WITHIN 100 ,T. ( O FrtOM IE X2.8 I TG 65.2 APN.
216-OW-62 ,
f
BIOLOGICAL ' ✓ FS�5.3 ( I PORCH FS =65.4
L SETBACK TO BE / PrPIESSUR f IE 62.75 FF 6550-_ _ -- . .� iIC1�A IOUS PAVERS i I
7
APPROVED NATIVE' GRASSES /� ,' ��T PPE POOL PER I - TALL DERV
APPROVED LANDSCAPE PLAN - / �q �TF�! I 1` ORCO AQEQUI DR l
1.5 FS�5 �E rPEF�IITFS - -65 3 I II 6" PVC @ 0.5% i�A� =LJ'T. /:J F 2kS.Ar -W I A V DOUiVALEN�
I '- ' r
TURF LAWN �Oj I ' I TG 65.2 % nrn , �.,n� j EMERGENCY VEHICLE
7
AREA IE 62.7
f I ACCESS EASEMENT
l j I \ FG4.75 7.36
FS�i5.3 � II F5=65A � PLANTER A A � � I 1 PER DOC. JQ�N.iliiilAIrta
1" PVC PIPE w / REC.
- - - - - 68.15
SPA PEA � „d � 1 TG 65.2 r - - - -
sf' % SEPARATE FS Ii5.4 OUTDOOR
l j f l j i; j , f t f PLANTER PEFMfIT TW@FS 652 IE 62.65 BW•6 i% n Ij'S %11 I SOGE EASEMENT
DROUGHT TOLERANT f f j/ PLWJ 4" PVC PIPE BW@FG 62.6 1 FS�5.3 INSTALL 1' WIDE CHANNEL - - - - - II 1� 2-2-42
FIREPLACE
PLANTS (TYP.1 l f , ,' / I DRAIN PER NOS OR EQUIV.
/ �+' I 111 s- n i U 5 I BLK1303 /
f f ! ! iCAL 5ET8ACK 1° PVCRF INSTALL FF�B650 TG�4. _q_ PG210 O.R.
/ r ' TW@FS 65.2 i IE3
/ f T IN THE FIELD 9,60RAIN , ` F6 62.6 BN@FG 62.6 TILE PATIO - k_ i u
II"ET�ATRITA STANDPIPE f f fj �j� `° ` p -11 N= 11 �{
-,_ _ Y li I
TG PER PLAN f , 1 / ! j U--
j fj j �� IE 62.4... / O.0 g TWOS 65c L- rAD+t7b IE 63 J 1 I1= =p X6.93 EX BERM TO BE
"._5%
INSTALL 24" SUMP & it / BW@FG 62.6 I INSTALL 4" INLET FS�5 REMOVED &REPLACED
RIVER COBBLE ! f t i f' SIMPLEX PUMP BY � � FS =65 3 7.05 i I W/ 0" HT 6" X 16" PCC
FS =65.4 W/ ATRIUM GRATE /�I� /�� INSTALL; 0" HT
/ ! f r _ " .< '` , T % : FG 64.75 (TYPICAL) LA z'6 < " " X 1 5_pC� I (' Ct�6 & 2' OF PERVIOUS
RIW63R (M264) OR EQ. FG -63.6 v F6� : PAVERS BY ORCO
RIM =63.9 7C, 63.4 :, f TG 64.2 I ,z
d j f IE IN = 58.6 FG= 62:6,, POOL EQUIP. CONSTRUCT PAVER WALKWAY! 5 .II 5 \ I j'A�OVED EQUIVALENT
=a ! IE = 56.6 IF 60.4 o FG-64.75 X=63.3- '. FS--64.5
10 MINTTI j / ` IE =62.7 _ j
a f - - - - - -___- - _`_____ -___ �_ ° = -- TW@FG 66.6 I ISTINIGAC BERMI jl� 11
CONSTRUCT RIVER COBBLE BIORETENTION - - - -
° LANDSCAPE AREA - PERMANENT - T - -
BMP NOT TO 6� MODIFIED fG- 64,75.: STRUCT PAVER WALKWAY . FS =65.3 PLANTER AREA _, /Y �'� - -- ... i y - FDA
WITHOUT PERMISSION FROM BW@FG_ �}
66.6 BE it TA)SI(lS SHALL
THE CITY OF ENCINITAS BOULDER TYP. - INSTALL J , I
- <• . 4" PVC @ 1.0% TW@FG 64.8 S89'00377V 14522' TW@FG 65.0 TW@FG 65.8 �L, -FENCE PER �-- � I I FS= 66.1➢.5 I ( �! '
' � STAPDAI�S
t (455 SF MINIMUM) CONSTRUCT MASONRY TWIG 64.8 BW@FG 64.4 FL =64'7 BW @FG 64.5 BW@FG 64.3- = �° ARCHITECTURAL DRAWINGS E
24 ENGINEEFED SO RETAINING WALL FG =63.6
X SEE NOTE BELOW: i j I
PER SDRSD C -5 BW@FG 63.9 CONSTRUCT MASONRY rQMITIC GALE EX AUVOMATIC I I
6 t�IPE` MAX HEIGHT =3.6' RETAINING WALL } //� 2' SDGE EASEMENT REC. 1- 17 - -�` GATE IV/ KNOX I I I
EDGE OF PAVEMENT INSTALL 18" X 18" PER SURSD C -3 � i � BK723 / PG484 OF DEEDS KEY SWITCH � ' I
OF 3tg" GRAVEL! f AREA (TYPI;;AL1 } 2' SOGE EASEMENT REC. 31_. _ -[ _-/"'•
(( COBBLE RIP RAP ��
MAX HEIGHT =1.9'
- L_ �• ,s, 8K1829 / 1:16456 OF DEEDS._ ° -- ? it I�Tu tnv
"' TG 64.9 F 65.74 2S'� INSTALL 0" HT APPROX. LOC. OF o \ (`' OGE OF .
FS 65.0 IE 63.6 6 16" PCC CURB E) HYDRANT -, q ua \ PfVEMEIVT
Y�
* BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24' DEEP >r a '
SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX TYPICAL SECTION: PRIVATE ACCESS ROAD 2% ". ^- ° w =v
SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH• AND INSTALL PERVIOUS PAVERS f, ( - - Al
20-30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS OR SIMILAR OBJECTS OVER ^^ C EB PER DETAIL - THIS SHEET I IQ 3 7.
AND ALSO FREE OF NOXIOUS WEEDS. NTS t k
.11 Yl tllll MEDL' 1
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED ,n I )
INSTALL PER VI�S _ N 1 (r ; E IN 3 SiA 4-151 D rTIVC. /'
BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE °ER ENGINEERING SCIENCE, tNC.,
BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. INSTALL DECORATIVE MODIFIED 4" HT ROLLED CURB PER DETAIL THIS SHEET PLAN AND PROFILE O SEWER IN
PERVIOUS PAVERS BY REFER TO STD C, 4 PER SDFISD 05' M. INSTALL 1' WIDE CHANNEL t LA C4S`t,4 AVENUE DATED 3 -:0 -66
APPROVED EQUIVC�Y FOR
IMENSIO A I ORATN PER ADS OR EQUIV. C ' M AVE
DETAIL. PRIORITY �P
BIORETENTION BASIN BW AREA MAN�DDAC S SPECS a % 4" 1.5' � Ac PAVING SECTION A A ~ °� " ! I (L) 8" SEWER LINE
NOT TO BE ALTERED WITHOUT CITY PERMIT
NTS POFESSIp S. S- - -- S - -AR -S - -S-
NTS _a ", :.:;.` ,;: '. '.: QUOQti�HAEL q q! 1 (E) 6" A, C. 4ATER LINO I
4" - 318' GRAVEL
AS BUILT �^ ^ 12" - 314" CRUSHED ROCK PERVIOUS PAVERS AQUABRIC'BY N "�
Na. 71651 om PASCO LARET BUNTER
Dc Do Do Do L ORCO OR CITY APPROVED EQUIV. W m
s Exp. 12/31/15
� PER SECTION -THIS SHEET ` � � I �, ASSOCIATES
�a'[ `t !` LNG:,_:- �iz' '• ` �- NATURAL GRADE GRAPHIC SCALE 1 " =10'
- INSTALL ZERO HEIGHT CURB
6'X16" PCC TO REMAINq CIVI\P CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
BRIAN M. ARDOLINO DATE OF Cp�IFC�' 535 North Hi
BRIAN
R.C.E. N0. 71651 PERVIOUS PAVER DETAIL SECTION B B 0 1 o 20 3o Highway ®�, Ste �, Solana Beach, �� 42 ®i5
EXP. 12/31/15 NTS NTS �* / ��+�+�� ph 858.254.8212 fz 858.259.4812 }�Iaaemmglneeaing.com
REVISIONS APPROVED DATE REFERENCES DATE BENCIMyI�1�M SCALE PLANNING & BUILDING DESIGNED By DRAWN BY CHECKED BY �QROVjkLs C 1 OF ENCINffAS ENGINEERING DEPART�NT DRAWING NO.
BMA KRK BMA
FD. 2.5" CADT DISK M WEST END OF GRADING PLAN FOR
DRAINAGE BOX INLET IN THE NORTHEAST REVIEWED BY: PLANS 7APED UNDER THE SUPERVISION OF REVIEWED BY'
QUADRANT OF THE INTERSECTION OF LA HORIZONAL 1 " =10' `f � - 11903-G
COSTA AVENUE AND INTERSTATE HIGHWAY 5, DATE:' MAS� -MAHER GLENN PRUIM 410IaA COSTA A,J7EIi�TUE
IN THE NORTHWEST CORNER OF NORTHBOUND e R.C.E. N0. 71651
ON RAMP AND 47 FT. EAST OF BRIDGE. VERTICAL N/A
DATE: BRIAN M. ARDOLINO EXP. 12 -31 -15 DATE: 5 /3u I DATE: ` Z 1`f
DATUM: NAVDBB ELEV.: 47.114' 4 CASE NO. 13 -194 DRM00 /COP APN.' 216- 030 -62 SHEET 2 OF 3
512212014N \Active Jobs \2100 Connolly \DRAWING \2100G.pro PLSA 2100
4�� -
4
f f j
/ I r
i
INSTALL GRAVEL BAG
/ INLET PROTECTION
PER DETAIL THIS SHEET
I 1'
/,' :/
,' i / ,INSTALL SILT PENCE,,' /
t / ,
/r r { PER SC -1
HYDROSEED SLOPES
1,
AS HEEDED PER EC -4
PROVIDE TEMPORARY
IRRIGATION TO ESTABLISH]
PLANTING /r l
;.:
HYal(IS ID Nt77773 f f f ! NSTALL GRAVEL B
1 f`,1 4 ,� ILET PROTECTION
HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6. °4 (HORIZONTAL �' f f ` DETAIL THIS
TO VERTI!'A!J OR STEEPER WHEN THEY AREA: � \ - ! i ; � � /
A. THFEc FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE
FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO
LTILOTON DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED / >'
BY THE CITY FNGINEER. "X
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTZMU04
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
/ j f fr f INSTALL GRAVEL BAG
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING. / ;/ i 1l
' , /'� "`�- ..�.- 1 INLET PROTECTION
A. SEED MIX SHALL CONSIST OF NO LESS THAN / / 1 /' I PER DETAIL THIS SHEET .4 ° ILI
1 20 LBS PER ACRE OF ROSE CLOVER /
1
a
t j IL
2. 20 LBS PER ACRE OF ZORRO FESCUE / k<
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA `i
'`5'� -
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM
DIMOR �R LECA OF SNOW) J.t .
6, 112 L8 PER ACRE OF DIMORtPFBLECA
7. ITEMS C. D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC k ,
STREET 1DENTIAL STRUCTURES. �_ ; °'
B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE \" . "` "
HYROSEEDING.
` t R
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.
MAWA CALCULATION
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY
ffi
AT THE DISCRETION Of THE CONTRACTOR.
012055 LOT AREA = 17,018 5F
B. TYRE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE
INSTALL GRAVEL BAG
6 MULCH (STPOW) MAY BE SUBSTITUIED, ALL OR PART, FOR HYDRAULICALLY APPLIED
TOTAL AREA EXEMPT
FIBER 'MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY
ME'CHAt,.TV �Y PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL.
FROM MAWA CALCULATION = i1 3$b SF
C. FERi It IZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15%
TOTAL LAND5CAPE AREA = 1&3 0e 42A x 0.62 * 0.7 = & 20{61YR
SULFUR APPLIED AT THE RA -E OF 500 LBS PER ACRE,
I
LANDSCAPE EFFICIENCY BMP NOTES:
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY.
I. ROUTINE 1145PECTION TO OUARD AOAlN5T RUNOFF AND ER05ION AND TO
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.
DETECT PLANT OR IRRIGATION SYSTEM FAILURE
1. TRACK WALKING SLOPES STEEPER THAN 5:1.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
2. REPLACEMENT OF DEAD DYING AND D15EA5ED VEGETATION
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOUR PLANTING
1. ADJUSTING THE SURFACE SOIL MOIST "RE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
3° ERADICATION OF INVASIVE 5PECIE5
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING
� ��«
SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
4. REPAIRIN6 THE IRRIGATION SYSTEM AND /T5 COMPONENT5 HHEN
HYIIROSELOED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
REQUIRED
PP,OJEC, IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
CK -DAMS ALONG
�SxkLES
PERMANENT LkiDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
5° REPLENISHING MULCH A5 NEEDED
ADJACENT F'RQDIATY DISR,F>BAIiM NOTE
RUNOFF
ALL i HE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY.
6. 501L AMENDMENT WHEN NECE55ARY TO SUPPORT AND MAINTAIN
IF At DItiTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
HEALTHY PLANT GROWTH GAP BETWEEN BAGS
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
ACTS AS SPILLWAY
MAST __ %TAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREA5
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED P_RMISSION IS OBTAINED.
B. MAINTENANCE TO AVOID OBSTRUCTION OF MOTOR15T5 VIEW5
,1
r
INSTALL GRAVEL BAG STABILIZED CONSTRUCTION
ENTRANCE PER TC -1 AND
CHECK ,GAMS ALONG INSTALL SILT FENCE x DETAIL THIS SHEET
SWALES PER SE -4 PER SC -1 "' N 119 04 59'E,-227M
00
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PM%VMD 1 3
- --
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INLET PROTECTION
PER DETAIL THIS SHEET
1'KOPOSED RE5IDENC€ __ _ 41
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3 u
1s
APN. 216- 030 -62
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INLET PROTECTION € ('
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ffi
INSTALL GRAVEL BAG
~v 1
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INLET PROTECTION
PER DETAIL THIS SHEET
1'KOPOSED RE5IDENC€ __ _ 41
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APN. 216- 030 -62
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INLET PROTECTION € ('
I PER DETAIL THIS SHEET PROPt75EDGAXWE ;
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
ADDITIUNAI NDTESNrn�s
GRAVEL BAS DETAIL
1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER,. JUTE q. OWNER WILL BE RE5PON51BLE FOR MAINTENANCE NOT TO SCALE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTRUL MEASURES (E.G. SILT FENCING, FIBER ROLLS GRAVEL BAGS) MUST BE 10. USE OF A TIMING DEY15E TO RUN AL
17V PLACE IRRIGATION (W/BATTERY BACKUP)
PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BhB
MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR /I. MAINTAIN THE SYSTEM CON5157ENT WITH MAMA (MAX APPLIED HATER
STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS; PLACEMENT ALLOWANCE]
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2, NO DIRECTLY CONNECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. DCIA 12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS
MEANS ROOF DSTIRD�OFA GE SEND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF. 12. REPLACEMENT
NE°
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL
HES DESIGN GUELL�ES FOR FUTURE l3. MAINTAIN THE IRR /6ATION 5Y5TEM TO NOT EXCEED MAMA (MAX
SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE. ENCINITAS CA 92024) AND ARE APPROVED AS PER PC RES. APPLIED HATER ALLOHANCE)
2005 -27.
3.1b.11
BRIAN M. ARDOL NO DATE
R.C.E. NO. 71651
EXP. 12131115
REVISIONS APPROV
DATE
DRAINAGE BOX INLET IN THE
QUADRANT OF THE INTERSECT.
COSTA AVENUE AND INTERSTA
IN THE NORTHWEST CORNER 01
ON RAMP AND 47 FT. EAST Oi
DATUM: NAVDBB ELEV.: 47
T
Y 5 HORIZONAL 1 " =10`
UND
VERTICAL N/A
M�1I: \ah11� i
REV D BY.
DATE:
COARSE
AGGREGATE
FILTER
FABRIC
ORIGINAL
GRADE
°•
°•
°
a
1.1' MIN., UNLESS OTHERWISE
SPECIFIED 8Y A SOILS ENGINEER
SECTION A -A
NOTE.
CONTRACTOR TO MOOIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
�,.
-A
• ♦4
H • d ° ° °
° • ®a • ° WIDTH AS REQUIRED
W • ° ° ° a IANTICIPATEDT TRAFFIC
°® ° °®
fy <
ae °
° •4 • ®
° 4 ® 9 a
19' RADIUS A
MIN.
20' MIN
• i �• `�,
e �
P
5,PPEP D UNDER THE SUPERVISION OF REVIEWED BY: /
DATE:
R.G.E. NO. 71651 MASIH MAHER
BRIAN M. ARDOLINO EXP. 12 -31 -15 DATE: 9/3o/ 14
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1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
�--�/ 4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT EXCAVATED SOT/.
INTO THE TRENCH.
No. 71651
Exp. 12/31/15
VAM CITY OF ENCH*TffAS ENGINEER
Q, EROSION CONTROL PLAN FOR:
GLENN PRUIN 410 LA COSTA AVENUE
DATE: L CASE NO. 13 -194 DRMOD /CDP
FILTER FABRIC 411]01
-_ WIRE _
SILT FENCE DETAIL
NOT TO SCALE
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, DA 92075
ph 85 8.259.8212 1 fa 858.259.4E12 I plsaengineering.com
I :111 Yu I:A►Y
11963 -G
216- 030 -62 SHEET 3 OF 3
VING \2100G.pro PLSA 2100
INSTALL GRAVEL BAG
-
INLET PROTECTION
R `Z1
PER DETAIL THIS SHEET'
a h
F r
irk;
I1�_
� ��«
..
._.-. ...�- mm'.'a <...^a<.....
vl@LV*�°✓mm`�a4e. _
S89*00978N 145.22'
. .....nom.... n a �
IHJSTALL GRAVEL BAG
CK -DAMS ALONG
�SxkLES
PER SE-4
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
ADDITIUNAI NDTESNrn�s
GRAVEL BAS DETAIL
1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER,. JUTE q. OWNER WILL BE RE5PON51BLE FOR MAINTENANCE NOT TO SCALE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTRUL MEASURES (E.G. SILT FENCING, FIBER ROLLS GRAVEL BAGS) MUST BE 10. USE OF A TIMING DEY15E TO RUN AL
17V PLACE IRRIGATION (W/BATTERY BACKUP)
PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BhB
MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR /I. MAINTAIN THE SYSTEM CON5157ENT WITH MAMA (MAX APPLIED HATER
STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS; PLACEMENT ALLOWANCE]
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2, NO DIRECTLY CONNECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. DCIA 12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS
MEANS ROOF DSTIRD�OFA GE SEND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF. 12. REPLACEMENT
NE°
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL
HES DESIGN GUELL�ES FOR FUTURE l3. MAINTAIN THE IRR /6ATION 5Y5TEM TO NOT EXCEED MAMA (MAX
SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE. ENCINITAS CA 92024) AND ARE APPROVED AS PER PC RES. APPLIED HATER ALLOHANCE)
2005 -27.
3.1b.11
BRIAN M. ARDOL NO DATE
R.C.E. NO. 71651
EXP. 12131115
REVISIONS APPROV
DATE
DRAINAGE BOX INLET IN THE
QUADRANT OF THE INTERSECT.
COSTA AVENUE AND INTERSTA
IN THE NORTHWEST CORNER 01
ON RAMP AND 47 FT. EAST Oi
DATUM: NAVDBB ELEV.: 47
T
Y 5 HORIZONAL 1 " =10`
UND
VERTICAL N/A
M�1I: \ah11� i
REV D BY.
DATE:
COARSE
AGGREGATE
FILTER
FABRIC
ORIGINAL
GRADE
°•
°•
°
a
1.1' MIN., UNLESS OTHERWISE
SPECIFIED 8Y A SOILS ENGINEER
SECTION A -A
NOTE.
CONTRACTOR TO MOOIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
�,.
-A
• ♦4
H • d ° ° °
° • ®a • ° WIDTH AS REQUIRED
W • ° ° ° a IANTICIPATEDT TRAFFIC
°® ° °®
fy <
ae °
° •4 • ®
° 4 ® 9 a
19' RADIUS A
MIN.
20' MIN
• i �• `�,
e �
P
5,PPEP D UNDER THE SUPERVISION OF REVIEWED BY: /
DATE:
R.G.E. NO. 71651 MASIH MAHER
BRIAN M. ARDOLINO EXP. 12 -31 -15 DATE: 9/3o/ 14
ti
F41
IV I
- - - -I
4
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1:
1 S w
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S
if
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PICOP�Q C -4 i � � I
L` 1
E
1
A C ', MA T r, UA F
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
�--�/ 4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT EXCAVATED SOT/.
INTO THE TRENCH.
No. 71651
Exp. 12/31/15
VAM CITY OF ENCH*TffAS ENGINEER
Q, EROSION CONTROL PLAN FOR:
GLENN PRUIN 410 LA COSTA AVENUE
DATE: L CASE NO. 13 -194 DRMOD /CDP
FILTER FABRIC 411]01
-_ WIRE _
SILT FENCE DETAIL
NOT TO SCALE
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, DA 92075
ph 85 8.259.8212 1 fa 858.259.4E12 I plsaengineering.com
I :111 Yu I:A►Y
11963 -G
216- 030 -62 SHEET 3 OF 3
VING \2100G.pro PLSA 2100