2014-12108 G (Plans)F49ff OF M4Y NOTE
e#ASION Ltirym
STMMATER FaIJA GM C MM OF NOTES FBATIYE TD CMMCTZT ACr1V1TJW CaVT...
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DEMIAN KLOER AT (760) 505 -8892,
EROSION CONTROL CONT...
48 HOURS PRIG? TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL
24 HOURS A DAY.
VOLUME
RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE
FILL
REMOVE EXISTING VEGETATION DALY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS
RESPONSIBLIBITY 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
OPAD*W NME
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY. THEY HELP DECREASE
AD CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
EROSION.
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT
DRAINAGE DIRECTION
VEGETATION MUST BE 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
IMMEDIATE
UTILITY NOTE
OF THE ENGINEERING INSPECTOR.
BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
- -
SOIL.
- - - - - - - - -
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
6t8� ��
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
1. ALL WORK SHALL BE DOME IN ACCORDANCE WITH THESE PLANS THE STANDARD
PERVIOUS PAVERS
ACTIVITIES ARE COMPLETE.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
TO ANY REQUEST FOR INSPECTION.
ON -SITE CONSTRUCTION MATERIAL STORAGE
2. THE SOILS REPORT TITLED 'LIMITED GEOTECHNICAL INVESTIGATION &
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
FOUNDATION RECOMMENDATIONS FOR THE REMODEL AT THE RESIDENCE
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT
LOCATED AT 160 SANTA FE DRIVE ENCINITAS CALIFORNIA "' PREPARED BY
OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
ENGINEERING DESIGN GROUP, DATED JULY 21, 2014. ALL GRADING SHALL BE
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
STORED ON -SITE.
DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
INCORPORATED HEREON.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
CONTAINED IN SAID REPORT.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE,
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF-
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND
WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
STORMORAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
THE PERIMETER AT ALL TIMES.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING,
BTMN70 Pa.LUTAIV CadTFta_ POST Ca*71mTm BAP /I!P Aws
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
BE TRAINED TO FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE.
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
THE PROPERTY OWNER(S) AND TIME PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
DRAIN SYSTEM.
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM! WATER POLLUTION CONTROL SHALL
WASTE
MANAGEMENT
AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS.
NOT BE 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,
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR
7.•30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES
BMP /IMP FACILITY AND /OR THE TUFF' /LANDSCAPED AREAS.
SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF.
9. AD GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- CONSTRUCTION MEETING HAS
DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR CIVIL
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
IE
ENGINEER, SOILS ENGINEER GRADING CONTRACTOR AND PERMITTED. THE PRE - CONSTRICTION
PRE-CONSTRUCTION
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
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE
WITH ANY TRASH MATERIAL.
CALLING (760) 633 -2770.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE .IMP /BMP AREA OR
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
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 H BE
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE
DISCHARGE IT TO AN ADEQUATE IMP /BHP.
RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL
APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE
6. ALL STORMWATER IMP /BHP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
WITH REGARDS TO THE HAULING OPERATION.
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.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY AN 'AS GRADED
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
,
CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO, 12108 -G
OBTAINED.
POLLUTANTS AROUND THE SITE.
HAS BEEN SHOWN ON PERFORMED 77- IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN
OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED
B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR
BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
CIVIL
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE
OPERATION.
HAVE AN IMPERVIOUS NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO
TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES.
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
USE A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT
TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL
ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
MAY HAVE A DRAIN THAT DISCHARGES THRROUGH AN ADEQUATELY SIZED OIL/ GREASE
SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND
REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED
DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM
(760) 633 -2770.
DRAIN SYSTEM A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE
USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE EW 300E rTAL NOTES^
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL (EXCLUDING ANY EXISTING MAN MADE SLOPES).
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 1.2 FT
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 1.2 FT
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 1.5 FT
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE
REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED
TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL
IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL 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, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER
OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES ROOTS AND OTHER
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES BRUSH, GRASS, 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 ENGINEER 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 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 PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN
DN THESE PLANS WERE OBTAINED 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 WORK.'
A. SEWERS - CSD - (760) 633 -2600
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
C. WATER - OMWD - (760) 632 -4209
D. TELEPHONE - SBC BELL - (760) - 489 -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 REJECTION AND REMOVAL.
OF
CUT
AREA
OF
CUT
(S.F)
3. B.) AVERAGE
DEPTH =
VOLUME
OF
FILL
(C.F.) = 0.5 FT
OF
FILL
AREA
OF
CUT
(S.F.)
EARIFIIIx�C DATA
1,125 CUBIC YARDS REMEDIAL
250 CUBIC YARDS EXCAVATION (CUT)
75 CUBIC YARDS EMBANKMENT (FILL)
175 CUBIC YARDS EXPORT
* 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
SMF MAIBT PaL.UrM CWFAX EW NOTES FELA7IVE TO Ca161FMMV ACTIVIT3ES
CONCRETE WASHOUT
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 SPEC AREA AWA FROM GUTTERS AND STORMORAIN 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.
14: 0# LOB,"! ❑• E 0 Lys
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS
OF THIS PROJECT.
2. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING,
LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING
OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS
UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT,
3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY
EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES ETC.) WHICH IS
AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT
WATER AGENCIES' STANDARDS COMMITTE (WASC) STANDARDS. IF FACILITIES DO NOT MEET
STANDARDS THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS
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.
6. 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 REQUIRING 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.
LAND APDO
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 STANDARDS.
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
PROPOSED*
IMPERVIOUS AREA
NET GRANGE
4,225 SF
5,050 SF
825 SF
EXCLUDING ROOFTOPS
1"
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
RIGHT -OF -WAY -
SUBDIVISION BOUNDARY
ENCH -U T'AS FIRE PROTECTION DIST.
BUILDING SETBACK
- - -
PROPOSED EASEMENT DEDICATION
- - -
CENTERLINE
-
EXISTING CONTOURS
° - 100 -
EXISTING CURB AND GUTTER
DA
EXISTING FENCE
U��
EXISTING RETAINING WALL.
BRIAN MICHAEL ARDOLINO DATE
R.C.E. NO. 71651
BUILDING FOOTPRINT
D T : /
LINE OF ROOF ABOVE
- - - - - - - - -
SITE WALL
DRAINAGE DIRECTION
FLOWLINE DIRECTION
-- --- a
PVC DRAIN PIPE SIZE PER PLAN
DRAINAGE INLET
o
LIMIT OF GARAGE
- -
LINE OF ROOF ABOVE
- - - - - - - - -
RIP -RAP ENERGY DISSIPATOT
SUMP AND PUMP
O
OVER FLOW RISER
o
PERVIOUS PAVERS
w
PCC PAVING
BMP BIOETENTION AREA
IMPERVIOUS HANDSCAPE
TOP OF WALL
BOTTOM OF WALL
ASPHALTIC CONCRETE SURFACE
TOP OF ASPHALT BERM
TOP OF CURB
FLOWLINE
GROUND ELEVATION
SEWER MANHOLE
WATER VALVE
FIRE HYDRANT
POWER POLE
LIGHT POLE
FINISHED GRADE
FINISHED SURFACE
TW
BW
AC
TB
TC
FL
G
SMH
WV
FH
PP
LP
FG
FS
t-'.1F 14 I
QV9R4 B#IITTEE
KLOER DEMIAN 6 SHERIN FAMILY TRUST
648 LYNWOOD DRIVE
ENCINITAS CA 92024
SITE AOMM
160 SANTA FE DRIVE
ENCINITAS CA 92024
LESAL DE9037rM
THE SOUTH 60 FEET OF LOT 20 IN BLOCK "G"
OF ENCINITAS HIGHLANDS, IN THE CITY OF
ENCINITAS, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO MAP THEREOF
NO. 2141 FILED DECEMBER 4, 1928 IN THE
OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUNTY.
AJDA:
258 - 342-18
CAFMS CSW7 CA7E
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.
KLOER DEMIAN & SHERIN FAMILY TRUST
648 LYNWOOD DRIVE
ENCINITAS, CA 92024
- lie
DATE
SOILS arxyt ms CERn DATE
I, -EV-10 R.IST _ 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 _�fi_�-I_UN_ AND __LI I >U ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED 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 TO -IN THE SOILS REPORT FOR THIS PROJECT HAVE
BEEN INCORPOR GRADING PLANS AND SPECIFICATIONS.
ESS SIGNED .,- - f - - - - -- N E. R4
w�� 8p
RCE NO.: x.5111_ - --
----------------- "
EXP. DATE _ = _S0_2o15 ---- - - - - -- C 65122
ENGINEERING DESIGN GROUP
2121 MONTIEL ROAD g
SAN MARCOS, CA 92069
760.839.7302
9 . 1=. d,1 1 :,
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED 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 PERFOMED 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
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
OR DESIGN OF 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 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 WORK PERFORMED.BY THE ENGINEER.
BY. „ J4
BRIAN MICHAEL
RCE No. 71651
PASCO LARET SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
PLSA 2203
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 & 858.259.4812 1 plaaengineering.com
11'.11.14
DATE
No. 71651
Exp. 12/31/15
BMP STATUS:
STANDARD
u
AS BUILT
ENCH -U T'AS FIRE PROTECTION DIST.
SAN DIEGUTTO WATER DISTRICT
PARKS & RECREATION
PUBLIC WORKS
R EW BY- �
REV $Y�
R D BY:
�) R
DA
�E�Y 2
U��
f
DATE. U°
BRIAN MICHAEL ARDOLINO DATE
R.C.E. NO. 71651
/ DATE'
D T : /
EXP. 12 -31 -15
CT!_'AIATi M9' CVDTOCC 0 VCAOC ACTCo IIATt=
REVISIONS APPROVED DATE RE E CE DATE $ (,] yAjtj� SCALE PLANNWG & BUI DING OESBMNAED BY DRKSK BY CHECKED BY A "MOVA LS C,= OF ENCINITAS ENGINEER NG DEPARTMENT DRAWING NO.
At P6 U 'l1 CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED RW APP AO GRADING PLAN FOR:
ENC -41, PER RECORD OF SURVEY NUMBER 18416. IE E BY:
Y1 HORIZONAL N/A ( DATE.-It-014 BY: A N� BY: ��/��►'/�7/•�
I Z R.C.E. N0. 71651 MASIH MAHER GLENN PRUIM 160 SI iL� l ti rri 1J 12101180
VERTICAL VERTICAL N/A ENGINEERING & PUBLIC
ELEVATIOt 73.62' DATUR NAVD88 D TE: BRIAN MICHAEL ARDOLINO EXP. 12 -31 -15 12/25714 DATE DIPS 3oR PLANNING CASE N0: 14 -109 CDP
DATE: A.P.N. #258 - 342 -18 SHEET 1 OF 3
121412014J., \Active Jobs \2203 CHURCH \DRAWING \2203.pro PLEA 2203
4'
SIDEWALK
//
VARIES 0 MIND
EXISTING AC PAVEMENT
II
yr
J
SANTA FE PIUN S CTION
EXTEND r�ara� ExisrmG ro urctE To ► ea�c��rt w+r °,a2
-29 FLOWLINE SEANM.� ANA'V RL HBi PPS WS'0^/W�'11
O 1.78 EXISTING EDGE
\ F PAVEMENT RIp TENTION BA IN FOR
3 \ FG 158.1 BEST MANAGEMEMTTPAACTICE
' FL 158.4 NOT TO BE MODIF D WITHOUT A FENCE PER ARCH.
{ ( FG 158.6 PERMIT FR 9 THE'C AS DINGS. 6' MAX DE:
rrTT`` G
W pFpvrru
NO
PCC
pm
i FL 157.°
20.0'
PER AR&
6' MAX HEIGHT
AINS AND ^.4
V PARKING TO CBE
BY HOMEOWNER y FL 117.3
CE WITH
T MAINTENANCE p
ENANT i N
PER YL
$AN
EA.
REC IDC �L137G
I
TIµ
CEN
SAN IE(UITO DRIVE
EXISTING
HYDRAIIT
0
EAIW
QPOFESSION9
TW 159.4
I
EXISTING COITION
FG 159.4
BW 156.8
5.5'
FS 160.0
1 5 156.47
/ fb.o
e
.
PAD 149.42
GRADE PER PLAN
%
EXISTING HANDI -CAP
e: /i�
r
Ta
I
REMAIN
EXISTING POWER
L
�S f
ICf1 fty, i owsbm 0 l
8` kCP wAorm Tbf-
/ H�
A'
ti
DAM LINE PIPE
i .� - BIOETENTION BAS37
BEST MANAGEMENT PP
E T. p T FROM THE C
F.L. S 90 SF FG 157.5
1ST, TO �
EASEMENT FOR PUBLIC
STREET RIGHT -OF -WAY
GRANTED TO THE CITY
OF ENCINITAS
PER DOC % 2014 - 0502338 .
REC NOV. 8 2014 a
r
e
157
IS
,
EXISTING AC
PAVEMENT 6116" PLC
VARIES (2% MINI FLUSH CU9B
4" AC OVER
6" CLASS II BASE
STREET WIDENING
DRIVE SECTION
4�
- PERVIOUS PAVERS
(SEE DETAIL THIS
SHEET FOR SPECS.)
PROPOSED
6716" PCC
FLUSH aM
6" WIRE 16" DEEP
PCC FLUSH CURB
$AN
4'
---
"GUTTER
I
GRADING PLAN
160
159.1
AND"
EAIW
QPOFESSION9
TW 159.4
I
EXISTING COITION
FG 159.4
BW 156.8
5.5'
FS 160.0
FL 159.2
AS BUILT
e
.
PAD 149.42
GRADE PER PLAN
4
•/ -
e: /i�
r
-
FG 159.5-
EXISTING POWER
L
�)
POLE TO REMAIN
6" VC
FS
160.0 �}f
�j
J
N WV
-
DRA NAGS
FG 159.5
-
GRAVITY RETAINING
}Y
c^ m No. 71651 0 ,n
Exp. 12/31/15 ASSOCIATES
FS 160.1
WALL PER SDRSD C -9
.,r`.
EXISTING AC-7
PAVEMENT
;-
d�t
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
BRIAN M. ARDOLINO
R.C.E. N0. 71651
DATE
A
_SNTA
FE
PER ARCH. DINGS.
_�
6' MAX WIGHT
EXP. 12131115
FS 160.1
FS 160.1 (•
TW 159.1
-
SCALE 1 " =2'
PROPO M (
C ALIF ph 858.259.8212 1 fa 858.259.4812 I plsaengineering.com
BW 157.0
�l' '
j
ENC
GARAGE
FF1602 1 '
-LINE
OF
SCALE
PL & BUnDING
UG
PAD 159.5 1
APPROVALS
ROOF ABOVE
DRAWING NO.
FL 158.9
_
-
. � i
FG 159 3
• ^ /• /Ra/
i
t `
CITY OF ENCINITAS SURVEY CONTROL POINT
TW 158.3
I
PL PR A ED UNDER
FG 158
REVIEWED BY:
8W 158.0
GRADING PLAN FOR:
\
FG 158.3
-
FA
All Z;
/
ENC -41, PER RECORD OF SURVEY NUMEER 18416,
ELEVATION 73.62' DATUM NAV088
HORIZONAL 1"=10'
VERTICAL N/A
GARAGE FACE 159.
q
FOR BEST MANAGEMENT PRACTICE
"
� � ��,�
M -1 .M�
MASIH MAHER
�Z �3t14
DATE:. /
GLENN PRUIM
ENGINEERING PUBLIC
DARES DI�R TO
/41
$
NOT TO BE MODIFIED WITHOUT A
9•Z'/ /y
PERMIT FROM THE CITY OF ENCINITAS
u
A 7
DA E:
70 SF FG 158.3
f
•15- 158.5,•
19
-
v
159.5 a R
TW 158.9
25'
BW 158.3
•
FS'
R
1 -
-
FG 158.3
PLANNING CASE N0: 14 -109 COP
ti
DAM LINE PIPE
i .� - BIOETENTION BAS37
BEST MANAGEMENT PP
E T. p T FROM THE C
F.L. S 90 SF FG 157.5
1ST, TO �
EASEMENT FOR PUBLIC
STREET RIGHT -OF -WAY
GRANTED TO THE CITY
OF ENCINITAS
PER DOC % 2014 - 0502338 .
REC NOV. 8 2014 a
r
e
157
IS
,
EXISTING AC
PAVEMENT 6116" PLC
VARIES (2% MINI FLUSH CU9B
4" AC OVER
6" CLASS II BASE
STREET WIDENING
DRIVE SECTION
4�
- PERVIOUS PAVERS
(SEE DETAIL THIS
SHEET FOR SPECS.)
PROPOSED
6716" PCC
FLUSH aM
6" WIRE 16" DEEP
PCC FLUSH CURB
INSTALL DECIMATIVE
PERVIOUS PAVERS BY
ORCO AQUABRIC OR CITY
APPROVED EOUIV
W
x�. i,_.
/mil;! I ME .-
- •,I
mmmmmm
r•
DEEP- ROOTED DROUGHT
TOLERANT PLANTS FOR
WELL - DRAINED SOILS OR
CITY APPROVED EOUIV.
GO MULCH
CITY
EQUIVALENT
EERED SOIL
rE BELOW
3" GRAVEL
'4" GRAVEL
ITE BELOW
* BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMLMf 24" DEEP
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50 -60% SAME 20 -30% COMEOST OR HARDWOORD MULCH, AND
20 -30% TOPSOIL, FREE OF STONES STUMPS ROOTS OR SIMILAR OBJECTS
AND ALSO FREE OF NOXIOUS WEEDS.
#x 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
BIORETENTION LANDSCAPE BW
SCALE 1 " =2'
P FM
CALE 1 " =1' W
GRAPHIC SCALE 1 " =10'
0 10 20 30
$AN
4'
---
"GUTTER
I
GRADING PLAN
159.1
AND"
TO MdTCR(
QPOFESSION9
TW 159.4
I
EXISTING COITION
FG 159.4
BW 156.8
5.5'
FS 160.0
FL 159.2
AS BUILT
e
PROPOSED PCC DRIVEWAY FLOkLifE
PER
2E N
GRADE PER PLAN
4
1,3%
r_
r
-
FG 159.5-
EXISTING POWER
L
�)
POLE TO REMAIN
6" VC
FS
160.0 �}f
�j
J
N WV
-
DRA NAGS
FG 159.5
-
GRAVITY RETAINING
}Y
c^ m No. 71651 0 ,n
Exp. 12/31/15 ASSOCIATES
EXISTING AC
Z PAVEMENT
WALL PER SDRSD C -9
.,r`.
EXISTING AC-7
PAVEMENT
;-
d�t
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
BRIAN M. ARDOLINO
R.C.E. N0. 71651
DATE
A
_SNTA
FE
PER ARCH. DINGS.
_�
6' MAX WIGHT
EXP. 12131115
FS 160.1
FS 160.1 (•
TW 159.1
-
SCALE 1 " =2'
PROPO M (
C ALIF ph 858.259.8212 1 fa 858.259.4812 I plsaengineering.com
BW 157.0
�l' '
j
ENC
GARAGE
FF1602 1 '
-LINE
OF
SCALE
PL & BUnDING
UG
PAD 159.5 1
APPROVALS
ROOF ABOVE
DRAWING NO.
FL 158.9
_
-
. � i
FG 159 3
IA S stj
i
t `
CITY OF ENCINITAS SURVEY CONTROL POINT
TW 158.3
I
PL PR A ED UNDER
FG 158
REVIEWED BY:
8W 158.0
GRADING PLAN FOR:
\
FG 158.3
-
PROPOSED BIORETENTION BASIN
ENC -41, PER RECORD OF SURVEY NUMEER 18416,
ELEVATION 73.62' DATUM NAV088
HORIZONAL 1"=10'
VERTICAL N/A
GARAGE FACE 159.
q
FOR BEST MANAGEMENT PRACTICE
"
� � ��,�
M -1 .M�
MASIH MAHER
�Z �3t14
DATE:. /
GLENN PRUIM
ENGINEERING PUBLIC
DARES DI�R TO
/41
$
NOT TO BE MODIFIED WITHOUT A
9•Z'/ /y
PERMIT FROM THE CITY OF ENCINITAS
u
A 7
DA E:
70 SF FG 158.3
f
•15- 158.5,•
19
-
v
159.5 a R
TW 158.9
25'
BW 158.3
•
FS'
R
1 -
-
FG 158.3
PLANNING CASE N0: 14 -109 COP
£
F6 108:8
FG 158.8
;
1 p
...
TG 159.3
• '
IE 158.3
s
FG 158.8
MATCH PROPOSED
INSTALL DECIMATIVE
PERVIOUS PAVERS BY
ORCO AQUABRIC OR CITY
APPROVED EOUIV
W
x�. i,_.
/mil;! I ME .-
- •,I
mmmmmm
r•
DEEP- ROOTED DROUGHT
TOLERANT PLANTS FOR
WELL - DRAINED SOILS OR
CITY APPROVED EOUIV.
GO MULCH
CITY
EQUIVALENT
EERED SOIL
rE BELOW
3" GRAVEL
'4" GRAVEL
ITE BELOW
* BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMLMf 24" DEEP
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50 -60% SAME 20 -30% COMEOST OR HARDWOORD MULCH, AND
20 -30% TOPSOIL, FREE OF STONES STUMPS ROOTS OR SIMILAR OBJECTS
AND ALSO FREE OF NOXIOUS WEEDS.
#x 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
BIORETENTION LANDSCAPE BW
SCALE 1 " =2'
P FM
CALE 1 " =1' W
GRAPHIC SCALE 1 " =10'
0 10 20 30
$AN
4'
---
"GUTTER
2'
GRADING PLAN
159.1
AND"
TO MdTCR(
QPOFESSION9
I
EXISTING COITION
SANTA
5.5'
4.5
O
f9p
AS BUILT
e
PROPOSED PCC DRIVEWAY FLOkLifE
PER
2E N
GRADE PER PLAN
4
PEDRIVB
r_
r
�ZONAEL
cry
tied o��cZ
J��'
PER PLAN
C
DRIVE
�j
J
N WV
-
ANTF
-
c^ m No. 71651 0 ,n
Exp. 12/31/15 ASSOCIATES
EXISTING AC
Z PAVEMENT
' °
EXISTING AC-7
PAVEMENT
;-
d�t
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
BRIAN M. ARDOLINO
R.C.E. N0. 71651
DATE
A
_SNTA
FE
DRIVE ..T
_�
CIVIC Q
��• 535 North Highway 1 ®i, Ste A, Solana Beach, CA 92075
OF
EXP. 12131115
SCALE 1 " =2'
SCALE 1 " =2'
C ALIF ph 858.259.8212 1 fa 858.259.4812 I plsaengineering.com
REVISIONS
APPROVED
DATE
ENC
EXISTING PCC CURB
-GUTTER
AND
BENCHM ARK
SCALE
PL & BUnDING
UG
7 TO REMAIN
APPROVALS
CITY OF ENC=AS ENGINEERING DEPARTMENT
DRAWING NO.
INSTALL DECIMATIVE
PERVIOUS PAVERS BY
ORCO AQUABRIC OR CITY
APPROVED EOUIV
W
x�. i,_.
/mil;! I ME .-
- •,I
mmmmmm
r•
DEEP- ROOTED DROUGHT
TOLERANT PLANTS FOR
WELL - DRAINED SOILS OR
CITY APPROVED EOUIV.
GO MULCH
CITY
EQUIVALENT
EERED SOIL
rE BELOW
3" GRAVEL
'4" GRAVEL
ITE BELOW
* BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMLMf 24" DEEP
'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
SHALL CONTAIN 50 -60% SAME 20 -30% COMEOST OR HARDWOORD MULCH, AND
20 -30% TOPSOIL, FREE OF STONES STUMPS ROOTS OR SIMILAR OBJECTS
AND ALSO FREE OF NOXIOUS WEEDS.
#x 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
BIORETENTION LANDSCAPE BW
SCALE 1 " =2'
P FM
CALE 1 " =1' W
GRAPHIC SCALE 1 " =10'
0 10 20 30
$AN
4'
4' 2'
2'
GRADING PLAN
QPOFESSION9
SANTA
5.5'
4.5
O
f9p
AS BUILT
DIEGIIl110
DRIVE
PROPOSED PCC DRIVEWAY FLOkLifE
PER
2E N
GRADE PER PLAN
SCALE 1 " =10'
PEDRIVB
r_
r
�ZONAEL
cry
tied o��cZ
J��'
PER PLAN
�j
J
-
-
c^ m No. 71651 0 ,n
Exp. 12/31/15 ASSOCIATES
EXISTING AC
Z PAVEMENT
' °
EXISTING AC-7
PAVEMENT
;-
d�t
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
BRIAN M. ARDOLINO
R.C.E. N0. 71651
DATE
SECTION A
SECTION B
CIVIC Q
��• 535 North Highway 1 ®i, Ste A, Solana Beach, CA 92075
OF
EXP. 12131115
SCALE 1 " =2'
SCALE 1 " =2'
C ALIF ph 858.259.8212 1 fa 858.259.4812 I plsaengineering.com
REVISIONS
APPROVED
DATE
ENC
DATE
BENCHM ARK
SCALE
PL & BUnDING
UG
DESBMNAED BY ORKRK CHEBMA BY
APPROVALS
CITY OF ENC=AS ENGINEERING DEPARTMENT
DRAWING NO.
IA S stj
- "/
CITY OF ENCINITAS SURVEY CONTROL POINT
I
PL PR A ED UNDER
THE SUPERVISION OF
REVIEWED BY:
GRADING PLAN FOR:
ENC -41, PER RECORD OF SURVEY NUMEER 18416,
ELEVATION 73.62' DATUM NAV088
HORIZONAL 1"=10'
VERTICAL N/A
E D BY.'
r� 9!
BRIAN M. ARDOLINO
DATE: It-)I- Ill
R.C.E. NO. 71651
EXP. 12 -31 -15
� � ��,�
M -1 .M�
MASIH MAHER
�Z �3t14
DATE:. /
GLENN PRUIM
ENGINEERING PUBLIC
DARES DI�R TO
/41
160 SANTA FE DRIVE
A.P.N. #258- 342 -18
12108 ®G
9•Z'/ /y
u
A 7
DA E:
SHEET 2 OF 3
-
PLANNING CASE N0: 14 -109 COP
I 121412014J: \Active Jobs \2203 CHURCH \DRAWING \2203.pro PLSA 2203
INSTALL TEMPORARY SILT - _ INSTALL TEMPORARY nn
FENCE PER SC-01 AND DETAIL GRAVEL BAG CHECK DAMS
° I INSTALL TEMP�HARY SILT INSTALL TI:WOHAHY
.. P RmS� AND OETAIC (#tA G CHECK
`i L '"C"'"°^"^" m ry rrr ""Yi'eS, �3('• #[iE "��rn rn_rs `"f'° - - .. 2
R
ALL TEMPORARY
TRUCTION ENTRANCE
TC-01
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
TWO LAYERS OF
GRAVEL BAGS
WITH ENDS OVERLAPPED
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 61 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE 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 GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
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
STREET OR RESIDENTIAL 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.
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 2000 , 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 THAN 50% OF THE STRAW INTO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE 16 -20 -0, WHITH 15%
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL 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 DAME BUT NOT
SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED.
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING FIBER ROLLS, GRAVEL BAGS) MUST BE
IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
STUCCO WASHOUT AREAS COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
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.
2006 -27.
LEGEND
GRAVEL BAG ET GRAVEL BAGS 00000000000
LAND5CAPE EFFICIENCY BMA' N07E5: EROSION CONTROL PLAN ld �/ r " 17cllT 1JNOOiT /TO SCALE SILT FENCE -X-X-
1. ROUTINE IN5PEGTION TO GUARD A&AIN5T RUNOFF AND EROSION AND TO SCALE 1 " =10' CONSTRUCTIONY TRANCE
DETECT PLANT OR IRRIGATION 5Y5TEM FAILURE ��
2. REPLACEMENT OF DEAD DYING AND OIS-EA5ED VEGETATION
3. ERADICATION OF INVASIVE 5PECIE5 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
4 BY 4 IN (10 BY 10 CM) THE POSTS.
4. REPAIRING THE IRRIGATION 5Y5TEM AND ITS COMPONENTS WHEN NOTE: TRENCH UPSLOPE FROM AND
REQUIRED ALONG THE LINE OF POSTS.
CONTRACTOR TO MODIFIY CONSRUCTION
5. REPLENI5HIN6 MULCH AS NEEDED ENTRANCE IN THE FIELD AS NECESSARY
6. 501L AMENDMENT WHEN NECE35ARY TO SUPPORT AND MAINTAIN CONSTRUCT SEDIMENT BARRIER AND _ �� -��
CHANNELIZE RUNOFF TO SEDIMENT I
HEALTHY PLANT GROWTH // /
TRAPPING DEVICE A
7. FERTILIZIN6, PRUNING AND NEEDING AND MAINTAININ6 TWF AREAS - ��/-_�
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEN5 ? ° ° ° -'- 4 IN (10 CM)
®
g. ONNER HILL BE RE5PON51BLE FOR MAINTENANCE ° ° .4 ° ° ° ° WIDTH AS REQUIRED 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
W ° TO ACCOMODATE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
10. USE OF A TIMIN6 DEV15E TO RUN ALL IRRIGATION OIWATTERY BACKUP) Q ° ®® ° 4 ° ANTICIPATED TRAFFIC INTO THE TRENCH.
~ ° ° A 44 HI. MAINTAIN THE 5Y5TEM 6ON515TENT WITH MAAA (MAX APPLIED HATER COARSE
° ®° ° ° AGGREGATE I
ALLOWANCE) °a ° ° FILTER �If
12. REPLACEMENT OF VEGETATION TO BE CON515TENT NITH PLANTS FABRIC ((( I I III 1 FILTER FABRIC ��r(� GRAPHIC SCALE 1"=10'
"HYDROZONE" MIN,RADIUS A GRADE AL f Iff I Ii ji WIRE _
13. MAINTAIN THE IRRIGATION 5Y5TEM TO NOT EXCEED MAHA (MAX 20' MIN
APPLIED )HATER ALLOWANCE) ° ® ®° °� QApFESSION
0 10 20 30
HAM CALCULATION �- �O �ZCNAEL 4 ! Fy
As BUILT 68055 LOT AREA = 8,706 5F 1.1' MIN., UNLESS OTHERWISE FENCE ~� PASCO uRET SUITER
CONS UCTION ENTRANCE DETAIL. SPECIFIED BY A SOILS ENGINEER SILT FENCE DETAIL ~� <� Z
I NOT TO SCALE s m No. 71651 o m
TOTAL AREA EXEMPT = 5,050 5F SEC'i�IONA -A NOT TO SCALE Exp. 12/31/15 & ASSOCIATES
FROM MAAA CALCULATION {Y}
7•ZI' P CIVIL ENGINEERING +LAND PLANNING + LAND SURVEYING
BRIAN M. ARDOLINO DATE TOTAL LANDSCAPE AREA 42.Ax0.620,656 = 87,242 ETO ` CIVIL Highway
R.C.E. NO. 71651 4 535 North Hi wa 101, Ste A. Solana Beach, CA 92075
EXP. 12131115 CALF ph 858.259.8212 1 fz 858.259.4812 pleaengineering.com
REVISIONS APPROVED DATE R LACES DATE BENCHMARK SCALE PLANNV4G & BUILDING DESIGN D BY DRAWN BY CHECKED By ROV CITY OF ENCINITAS ENGT1y1?1?R1NG DEPARTMENT DRAWING NO.
BMA 1 16 IbUILT J"- FTERT CITY OF ENCINITAS SURVEY CONTROL POINT PLqWS PR RED UNDER THE SUPERVISION OF REVIEWED BY: EROSION CONTROL PLAN FOR.
EMtC -41, PER RECORD OF SURVEY NUIffR 18416. J-1 Zy HORIZONAL 1 " =10' / DATE.' 12.11.14 - L�L�- .II/�-
v 1-f ( R. C. E. NO. 71651 MASIH MAHER GLEN PRUIM 160 SANTA F'"DRIVE
12108 -G
ENGINEERING PUBLIC
ELEVATION. 73.62' DATUMtNAVD88 VERTICAL N/A D BRIAN M. ARDOLINO EXP. 12 -31 -15 DATE: 23 /l4 DA %R o /'1 A.P.N. #258- 342 -18
PLANNING CASE N0: 14 -109 CDP SHEET 3 OF 3
121412014J: \Active Jobs \2203 CHURCH \DRAWING \22034)ro PLSA 2203
Q