2012-11328 G (Plans)IefT
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE
CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM
SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY
REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL
INVESTIGATION, PROPOSED SINGLE - FAMILY RESIDENCE, 333
LISZT AVENUE ENCINITAS, CALIFORNIA 92007" PREPARED
BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.,
DATED MAY 30, 2012. ALL GRADING SHALL BE DONE IN
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
CONTAINED IN SAID REPORT.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED
TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS.
ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
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 CIVIL ENGINEER
OR A LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE
RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND
FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
REGULATIONS.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112)
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE
CONDUCTED BETWEEN THE HOURS OF 530 P.M. AND 730 A.M.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE
PRESENT.' CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER,
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN
ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING
OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL
RELEASE OF SECURITY, AND AS- GRADED CERTIFICATION SHALL BE
PROVIDED STATING: 'THE GRADING UNDER PERMIT NO. 11328 -G
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES
SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED
SOILS ENGINEER OR UNDER HIS SHALL HE DIRECTION. A C
0 INSPECT
AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS
AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT
IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE
CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS
AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR
THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED
SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING
OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE
SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN
INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND
FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE
SURFACE 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 CONTRACTOR'S 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 SURFACES AND UNIFORM CROSS
SECTIONS. THE SLOPES OR EXCAVATIONS 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 NEAT 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.
AS BUILT
W LLIAM G. MACI DA 1`E
R.C.E. NO. 73620
EXP. 12131114
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON
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
CONTRACTOR'S 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 -2770
B. GAS & ELECTRIC - SDG &E (600) 422 -4133 - DIG ALERT
C. WATER - SDWO (800) 422 -4133 - DIG ALERT
D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT
E. CABLE TV - COX (800) 422 -4133 - DIG ALERT
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S 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.
SEWER NOTES
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, (LATEST EDITION1 THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN
DIEGO REGIONAL STANDARDS COMMITTEE), THE SAND DIEGO REGIONAL STANDARD DRAWINGS
(LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS.
1. TRENCH WIDTH SHALL BE PER SDRSD NO.S -4 UNLESS OTHERWISE NOTED.
2. PIPE AND BEDDING CONDITIONS:
(A) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK BENEATH THE PIPE.
(8) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES
MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL. CRUSHED AGGREGATE, NATIVE
FREE - DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER.
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES
MINIMUM ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ROCK. A.B.S, SOLID WALL PIPE
MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER.
3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LIME SEWERS, SEWER SERVICE LATERALS
AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AIR PRESSURE
TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR.
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLES SHALL BE PER SDRSD NO.S -17. POURED IN
PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT THE TIME OF
POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR
SYSTEMS WITH INSPECTOR'S APPROVAL.
5. THE CONSTRUCTION OF 4 -INCH SEWER LATERALS SHALL BE PER SDRSD Nos.S -13 AND S -14.
LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLES.
6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS SHALL BE PER SDRSD No.S -10, TYPE A.
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 -INCH MINIMUM COVER.
B. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER MAINS AND LATERALS SHALL
BE SHOWN ON ORIGINAL AS -BUILT PLANS, PRIOR TO ACCEPTANCE OF WORK.
9. ALL 'DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER
IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE.
10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
11. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVISION 48 HOURS
IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. (760) 633 -2770.
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES
DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT OF WAY.
13. THE CONTRACTOR SHALL, AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE
YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR
REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE
DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS
WITHIN THE ONE YEAR PER-TOO FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER
TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT.
14. CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE BURIED
UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LIMES, AND PORTIONS
OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT OF WAY OR EASEMENTS.
15. 'AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK.
16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY PUBLIC
SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE
ADDITIONAL ACCESS EASEMENTS TO MAINTAIN THE PUBLIC SEWERS.
17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO
CONVECTION TO SYSTEM.
SAN DIEGUHO WATER DISTRICT
1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY Oft, 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 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.
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. _
EXISTING ONSITE
PROPOSED ONSITE
IMPERVIOUS AREA
IMPERVIOUS AREA
(EXCLUDING ROOFTOPS)
(EXCLUDING ROOFTOPS)
7,109 SF HARDSCAPE
X063 SF HARDSCAPE
STORMWATER POLLUTION CONTROL BMP NOTES
RELATIVE TO CONSTRUCTION ACTIVITIES
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 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 AWAY 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 F OR 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 PROJECTS SHALL
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER.
DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,' THEY HELP DECREASE EROSION.
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 FLOWS AND
STORMDRAIN 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 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
ENVIRONMENTAL NOTES:
1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A
(EXCLUDING ANY EXISTING MAN MADE SLOPES).
2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 6.0 FT
AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 7.5 FT
3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 3.0 FT
OF CUT AREA OF CUT (S.F.)
3. B.) AVERAGE DEPTH = VOLUME OF FILL '(C.F.) = 2.5 FT
OF FILL AREA OF CUT (S.F.)
OWNER'S 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.
[. R-KTwI#IIi 63A
PACIFIC
OCEAN
DRIVE
MONTGOMERY
AVENUE
/0-./-/
DATE
LEGAL DESCRIPTION SITE ADDRESS
PARCELS 1, 2 AND 3 OF PARCEL MAP
NO. 19914,
333 LISZT AVENUE
IN THE
CITY OF ENCINITAS, COUNTY
OF SAN
ENCINITAS, CA 92007
DIEGO,
STATE OF CALIFORNIA, FILED
IN THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND
OFFICE
OF THE COUNTY RECORDER OF
SAN
STA TEMENT OF ENGINEER OF WORK
DIEGO,
DECEMBER 28, 2005.
TC
OWNER/PERMITTE'E
STRICTLY PROHIBITED.
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
FL
JAMES & SUSAN CUTRI
A.P.N.: CARDIFF, WARWICK
CA 92007UE
260- 273 -06, 07, & OB
SOILS ENGINEER'S CERTIFICATE
1, _Nj A )H!Ool 5. D)A L L O_ 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 = `I- 1 _ AND -3 0 - �? . 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 INCLUDED IN THE
SOILS REPORT FOR THIS PROJECT H VE BEEN INCORPORATED IN THE GRADING PLANS
AND SPECIFICATIO ,.
SIGNED:-- n,
--- - - - - -- ---- - - - - --
E NO.: ?,A04 ----------------- - - - - --
EXP. DATE_ -�y ��- L'�----------- - - - - --
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC
10925 HARTLEY ROAD, SUITE 'I'
SANTEE, CA 92071
PROJECT NO.
PHONE (619) 25B -7901
ESTIMATED EARTHWORK QUANTITIES
350 CUBIC YARDS EXCAVATION (CUT)
425 CUBIC YARDS EMBANKMENT (FILL)
75 CUBIC YARDS IMPORT
* 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) .
REMEDIAL GRADING QUANTITIES ARE NOTABLE TO BE
DETERMINED. REFER TO SOILS REPORT FOR REMOVAL
AND RECOMPACTION DEPTHS.
l:Q[QjQpv . ' 1' ' • • •
REVIEWED BY:
SAN DIEGUITO WATER DISTRICT
R�"� ED BY: -
♦7/2-
DATE.•
REV
1 •
q -rt- 12,
DATE:
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY LINE - -
NEIGHBORING PROPERTY LINE
PROPOSED CONTOURS 255:
EXISTING CONTOURS - - - 255- - - -
EXISTING EASEMENT - - - -
EXISTING EDGE OF PAVEMENT
EXISTING WATER MAIN -- - W- --- - -- Wl_ -°
EXISTING SEWER MAIN S
EXISTING RETAINING WALL
PROPOSED RETAINING WALL
DRAINAGE DIRECTION --
EXISTING BUILDING
PROPOSED BUILDING
PROPOSED WATER SERVICE W
PROPOSED SEWER LATERAL S
PROPOSED HARDSCAPE
PROPOSED BMP AREA
PROPOSED DG PATH
PRPOSED AC PAVEMENT
TOP OF WALL
STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
VICHWTY MAP
SMH
WASTE MANAGEMENT
BW
WATER VALVE
WV
NTS
AC
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND
FG
TOP OF ASPHALT BERM
UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON
STA TEMENT OF ENGINEER OF WORK
PP
THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS
TC
LIGHT POLE
STRICTLY PROHIBITED.
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER
FL
FINISHED GRADE
SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE
GROUND ELEVATION
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES
ENGINEEER S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK
FS
SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF.
PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS
DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR
CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS M ORDER TO AVOID RAIN CONTACT
FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
WITH ANY TRASH MATERIAL.
ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY
FLUIDS, BROKEN ASPHALT AND CONCRETE," WOOD, AND CLEARED VEGETATION CAN BE
AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES
RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL
FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS,
OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 -1195. FOR
WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF
INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
THE WORK PERFORMED BY THE ENGINEER.
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
lf __
BY:
LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE
WILLIA G. MACK DAT
TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES.
RCE No. 73620
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
QROFESSION
GREG qY
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY
PASCO LARET SUITER & ASSOCIATES kQ �yS S'q F2G,
HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.
535 N. COAST HIGHWAY 101 co a~ z
SOLANA BEACH CA, 92074 w No. 73620 m
NOTES:
¢ Exp. 12/31/14
PLSA 1912
1.
OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST
48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL
sT CIVI1- Q
RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE
4 CALIF
OF
RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS.
2.
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND,
3.
O CONCENTRATED PERMITTED
NS
EOF
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM 5JFEET ATR2PERCENTNAND BE
LANDSCAPING
CONVEYED TO AN APPROVED DRAINAGE FACILITY.
1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE
4.
EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX VEGETATIVE COVER, JUTE MATING)
WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL
MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT
CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND
CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS GRAVEL BAGS) MUST BE IN PLACE TO
ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS.
PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE
FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE
2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL
TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS,
SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION
COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER
OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15.
A PERVIOUS SURFACE.
5.
NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM
BMP STATUS:
RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN,
I
DRIVEWAY, AND STREET.
STANDARD PROJECT
l:Q[QjQpv . ' 1' ' • • •
REVIEWED BY:
SAN DIEGUITO WATER DISTRICT
R�"� ED BY: -
♦7/2-
DATE.•
REV
1 •
q -rt- 12,
DATE:
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY LINE - -
NEIGHBORING PROPERTY LINE
PROPOSED CONTOURS 255:
EXISTING CONTOURS - - - 255- - - -
EXISTING EASEMENT - - - -
EXISTING EDGE OF PAVEMENT
EXISTING WATER MAIN -- - W- --- - -- Wl_ -°
EXISTING SEWER MAIN S
EXISTING RETAINING WALL
PROPOSED RETAINING WALL
DRAINAGE DIRECTION --
EXISTING BUILDING
PROPOSED BUILDING
PROPOSED WATER SERVICE W
PROPOSED SEWER LATERAL S
PROPOSED HARDSCAPE
PROPOSED BMP AREA
PROPOSED DG PATH
PRPOSED AC PAVEMENT
TOP OF WALL
TW
SEWER MANHOLE
SMH
BOTTOM OF WALL
BW
WATER VALVE
WV
ASPHALTIC CONCRETE SURFACE
AC
FIRE HYDRANT
FG
TOP OF ASPHALT BERM
TB
POWER POLE
PP
TOP OF CURB
TC
LIGHT POLE
LP
FLOWLINE
FL
FINISHED GRADE
FG
GROUND ELEVATION
G
FINISHED SURFACE
FS
REVISIONS APPROVED DATE REFERENCES DATE B 14CE MARK SCAT F PLANNING & BUMDING DESWCNM BY DRTRG BY CHEWGM BY ,APPROVALS CTTY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED BY:
GRADING PLAN FOR:
ELEVATIONS SHOWN HEREON ARE BASED REVIEWED BY S % ✓ 333 LISZ1 AVENUE
^ Q �'!
-- ON CITY OF ENCINITAS BENCH MARK, HORIZONAL N/A -� DATE: 1 1 328
EMC- 1041. '^"" - -- � �- MASIH MAHER
)� R.C.E. N0. 3620 G EG LDS
- -- - - C42519
VERTICAL N/A DE PUT CITY ENGINEER
- - DATUM: NAVD88 ELEV.: 73. 61' DATE: WILLIAM G. M CK EXP. 12 -31 -14 DATE: 1010112- DATE: rD '8' M 11 -203 PMW /CDP A.P.N. 260 - 273 -06, 07, & 08 1 SHEET I OF 3
9/5/2012N.. \1912.pro PLSA 1912
i 181.00
/ \ N 4BO.50
jW \182.00
PROPOSED PROJECT R/W EXISTING EDGE \ BW 11,00
FINISHED GRADE TW VARIES SITE OF PAVEMENT \ 1
PROPOSED MASONRY / m m f
RETAINING WALL APPROX. LOCATION OF p
7 7' PER SDRSD C -4 RUBENSTEIN DRIVE EX. B" ACP WAy R MAIN
EX
6' MAX
PROPOSED MASONRY CENTERLINE �A�$1
RETAINING WALL
LISZT A
PER SDRSD C -4 V/
TW VARIES 20'
/
•� � �j / B4_00
7' - 8' 12, / ' BW 180.00
1 VA IE -_ _ TES MINIMUM ( i . 78) 0 LOCATION OF I
g I ii a ISNG 8" SEWER MAIN j
APPROX. LINE OF 5' - 7' c� s
1 ; i MAX EXISTING GRADE VARIES caj TING ZERO HEIGHT
1; i / CONSTRUCTION PERMIT 1
� 8% MAX RUBENSTEIN 1 � s5s cN I
-1 1 F�° RVICE TO
I l 3 _ O
_ _y DR VAC A T REMAIN �
II f
r, _ J PER WIDE THIS SHEET IE1 j I i
; r 182)
j
.a S -- r P 1
SAWCUT EXISTING AC PAVEMENT a°a �i f 14 \ L RETAINING WALL
PROPOSED 1.74)
SECTION TO REMAIN ` \PORSO C -1
LINE 1 /.. �,,�� �` \ \\
FINISHED GRADE 4" AC OVER 6" /\ INSTAL ` 1 `1 REMOVE EXISTING DRIVEWAY \ \\ \\
�Ld f APRON AS NECESSARY. \ \ \\ \
MOM A °A CLASS II BASE (MIN.) wl ba P VE ' (FG (181.75) \ REMOVE OFFSITE PORTION OF
NOT TO SCALE \ EXISTING RETAINING WALLS
(FG 11.43) 2 V \
°k
ar \ INSTALL FENCE ALONG t T
REMOVE 6 REPLACE EX \ PL PER ARCH PLANS
SCREEN WALL PER
APN 260- 28q -01 ARCHITECTURE PLA ISTING / HATCHED AREA REPRESENTS PERMANENT STANDARD
�i T LIME BMA. AREA, NOT TO BE MODIFIED WITHOUT A PERMIT
11.5'± 5'1 ! D ) FROM T '.CITY OF ENCINITAS. PER DETAIL THIS SHEET.
18' VT ROAD 6 AREA =• SF
UTILITY SEMENT i ( / RETAINING WALL NOTE:
PROPOSED RP OSEDSCAPE I PER 19914 G " 1 183. `FG 18,3 C -1 � RESIDENCE EXTEND TOP OF WALL f £ a ` FF= 184.00 TO CONTROL DRAINAGE _ - 1 WITHIN THE SIDE YARD SETBACK SHALL
4[1PCC
;i ° ®2� .. / �. ` - 1 640 ME P � LET HEIGHT T !MADE
PAD = 283.25 �---°�
1% MIN I ° G 183.25 P_ 1® �
INSTALL T LOCK PAVER � °
EXISTING RETAINING BRA STRIPS AL EDGE
` --_ wnr r rn orua rnr nnnin.uv erci crnrriwr r /•. - .ca as .)n r 1% _, ti 4 4TION OF EXISTING
MAXIMUM APPLIED WATER USEAGE
PER MC 23.26.130
MAWA = (ETo) (0.62) [0.7x LA + 0.3 x SLA]
ETo 42.9 PER MC 23.26.040
LA - 4,349.4 SF
SLA = 0 SF
MAWA = (42.9) (0.62) [0.7 x 4,349.4 SF + 0.3 x 0 SF]
MAWA = 80,979.7 GAL / YR
TG PER
BEST LANDSCAPE PRACTICES CHECKLIST
1. WATER IS TO BE DIVERTED FROM HARDSCAPE AND ROOFS
INTO STORMWATER BW AREAS.
2. IRRIGATION SHALL BE DESIGNED TO LANDSCAPE
IRRIGATION EFFICIENCY NECESSARY TO MEET MAWA
3. ALL IRRIGATION SHALL BE GROUPED INTO HYDROZOMES
AND DESIGNED TO DELIVER WATER TO HYDROZONES BIASED
ON MOISTURE REGUIREMENTS
4. ALL IRRIGATION TO BE INSTALLED WITH CONTROLLERS WITH
RAIN SENSING SHUTOFF AND SOIL MOISTURE SENSING DEVICES
5. PLANTS, WHERE POSSIBLE, WILL BE ROOT WATERED VIA
SOAKER HOSES OR XERISCAPING
6. DROUGHT TOLERANT PLANTS AND LOW WATER USE PLANTS
ARE TO BE USED THROUGHOUT THE LANDSCAPE
7. HIGH WATER USE PLANTS WILL BE LIMITED
B. TURF AREAS ARE TO BE HELD TO AN ABSOLUTE MINIMUM.
LOWER WATER USE TURF SHALL BE USED WHEN POSSIBLE.
9. A MAINTENANCE SCHEDULE SHALL BE PROVIDED INCLUDING:
A. IRRIGATION WATERING, RUNOFF, EROSION OR IRRIGATION
SYSTEM FAILURE
B. MINIMIZING OVERSPRAYING ONTO HARDSCAPE AREAS
C. REPLACEMENT OF DEAD, DYING OR DISEASED VEGETATION
D. ERADICATION OF INVASIVE SPECIES
E. REPAIR IRRIGATION SYSTEM 6 COMPONENTS
F. REPLENISHING MULCH
G. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND
MAINTAIN HEALTHY PLANT GROWTH.
H. FERTILIZING, PRUNING, WEEDING AND MAINTAINING HEALTHY
PLANT GROWTH
I. MAINTAIN TO AVOID OBSTRUCTION OF MOTORISTS VIEWS.
J. IDENTIFY WHO IS RESPONSIBLE TO MAINTENANCE
10. RETICULATING WATER SHALL BE USED IN ALL DECORATIVE
WATER FEATURES
11. MULCH WILL BE USED ON SLOPES LESS THAN 31 TO A DEPTH
OF 3" TO MINIMIZE EVAPOTRANSPIRATION.
12. SOIL AMENDMENTS WILL BE USED TO CREATE AND MAINTAIN
A HEALTHY GROWING MEDIUM FOR ALL PLANT MATERIAL.
SOIL TESTING WILL BE UTILIZED TO IDENTIFY ANY SOIL
DEFICIENCY AND OFFER AMENDMENT RECOMMENDATIONS.
13. THE ESTIMATED TOTAL WATER USE SHALL NOT EXCEED THE
MAXIMUM APPLIED WATER ALLOWANCE (MAWA).
DEEP- ROOTED DROUGHT
TOLERANT PLANTS FOR
WELL- DRAIMED SOILS OR
CITY APPROVED EQUIV.
2" HARDWOOD MULCH
COVER OR CITY
I I I APPROVED EQUIVALENT
' �i .^*„•.� ° ZT dY 11 -{ 1. "S \BW .40
PROPOSED 10' PVT. STORM, DR Nt c �° ° -�, +-=
NOTE SEWER &UTILITY EASE / 183, I \f$�,j183.
DRIVEWAY SHALL HAVE AN UNOBSTRUCTED PM 19914 TO BE AB 0 1002, FG 18350 ? PA S 183. SETBACK LINE R�W 20'
IMPROVED MINIMUM WIDTH OF 16 FT. FS 182. FS 183.7 a a DOOVd ccco I SN (TYPICAL)
PCC PAVEMENT AND TURFSLOCK PAVER ICE TCHED AREA REPRESENTS PERMANENT STANDARD
SECTIONS ARE REQUIRED TO MAINTAIN 181.7t =M AREA NOT TO BE MODIFIED WITHOUT A PERMIT 4' 16'
IMPOSED LOADS OF NOT LESS THAN TW ° I+ .y + _ % °
75000 LBS PER CITY OF ENCINITAS FIRE BW 180 ROM THE CITY OF ENCINITAS, PER DETAIL THIS SHEET. 1
DEPT. REQUIREMENTS. FS 180.55 -+ +' ' / /t /� /� W 6.80609 SF PROJECT T 1 6
R TW 180.50 \`- - e T' /f BW 174.30 LISZT AVE
18' BW 176.00 5 -18355 -FG 1 & a / MAIN I
APN 260 - 273 -05 INSTALL MASO RET. - %� it W TG =18 .
WALE -PER y�PO'_ i / 173.50
3'± 12' 2' WALL PER SDRSD -4 00L PERMIT I- / IE =1 ° ;
W, . POOL P '48'45 'W PROPOSED REDWOOD ` I = £ , 1 11 i
TURFBLOCK PAVER BMP AREA ` �t�' S'� HEADER, 6x12 r.. t s, E? i.
PER DETAIL THIS SHEET �� FENCE PER EX. ZERO HEIGHT CURB PER
1 B i 178.00 pORTI HIGH STORE PROPOSED 4" DEEP. 4 WIDE
ARCH PLANS INSTA Y RET. 77.00 RE' NING A OLATED ON COMPACTED DG PATH
WALL R SDRSD C14 \ INSTALL 6" C CONSTRUCTION PERMIT
2% ^ 7 �� - •.� �� ALONG PL 0 N0. 9592CN
INSTALL 3' MAX SEGMENTAL BLOCK BW 2y! ' 73 ' T14 d7 :GO ST HAT AIN PRESENTS PERMANENT STANDARD
- ... RET WALL TO TRANSITION GRADE TO d 172x Pi TRAIL DETA/L
-,i�1=1 �� f�� j�� ��� ��� �� ��� - (�L -) -U APPROXIMATE LINE ADJACENT PROPERTY FRONTAGE 1� R✓ 122.00 BW 0 BE MODIFIED WITHOUT A PERMIT
I.1= �- �I, .j I.h.; 1.J l..!..11 � OF EXISTING GRADE � � -
��i r
WITHIN RIGHT OF WAY PER - TW ic7 FROM' Y OF ENCINITAS. PERETAIL THIS SHEET. NOTE BLOCK CANER INSTALLATION SHALL BE NOT TO SCALE
EhF1A N0. 11328 -PE �• -_ __ 8 01 xBX j6B.40 AREA, - 71 (/
PROPOSED DOC. � - - ITU 70.60 ( LANDSCAPE NOTE. PER MANUFACTURERS RECOMMENDATIONS.
SECTION C C REC. - Z ! = ' ° ° 166.60 / THE REAR YARD �i WALLS AND FILL AREA IS TO BE SCREENED PAVER SECTION IS SHOWN FOR
PCC HARDSCAPE TO THE SATISFAC I F HE CITY OF ENCINITAS PLANNING DEPT. REFERENCE ONLY. PAVER SECTION IS
EXISTING 12'1 HIGH WALL " " / OUTLET STORMDRA 0(1GH PER THE PROJECT SCALE PLANS, THE FILL AREA IS TO BE PLANTED REQUIRED TO MAINTAIN IMPOSED LOADS
NOT TO SCALE ALONG EDGE OF PAVEMENT _ PROPOSED RET. AL GRADE' i WITH A 3 FT WIDE, FT TALL HEDGE CONSISTING OF TOTAL OF 33 FICUS OF NOT LESS THAN 75,000 LBS
�E, S
e \ 1'1E=166.4± BENJAMINA
APPROX. LOCATION OF ° �� INSTAL IP AP D STORMDRA OUTLET SEEDED TURF OVER
EXISTING B" AC WATER MAI]ac ti TOPSOIL (IRRIGATED)
INSTALL 3f M SEGMENTAL BLOC TURFBLOCK PAVERS
R BW 167.10 * tih RET. WALL: HI RIGHT OF OR APPROVED EQUIVELENT 2%
APN 260 - 276 -06 FS �' �� EX I EDGE OFE T 4 ate✓ (MIN. 3" THICK) 6'X16" PCC FLUSH CURB
(OWNER SAME PORTION OF EX. 3't ST O T. WALL r EXIST LL WILL THI *Y 6'X16" PCC FLUSH CURB AT EDGE OF PAVING
AS APPLICANT) 2' -8.5'
LOCATED WITHIN P I T OF WAY f ALONG NOGG OR RET. WALL PER PLAN o E o 0
VARIES T T i y
FENCE PER 1% DISTRICT TO DUAL METER -'A OWNERS UPGRADED ENSE Y TOPSOIL
ARCH PLANS \ OPTIONAL 1" -2" SAND
STALL NEW SEWEFj LAYER FOR LEVELING
LAT PER SDRSD.SS 2" OF 3/8" GRAVEL
APPROXIMATE LINE `) ��F�S
6" OF 3/4" CRUSHED ROCK
OF EXISTING GRADE ' PROPOSED PER N�I71 STAAq�B LL AC PAVEMET WIDENING
PCC HARDSCAPE PORTION OF EX. 3't STONE RET. WALL 12' PAVED WIDTH FROM CENTEFLINE 7VRF13LOCK PAVER MAIL
LOCATED WITHIN PUBLIC RIGHT OF WAY NOT TO SCALE
BIORETENTION BMP AREA TO BE REMOVED
PER DETAIL THIS SHEET
SECTION D-19 GRADING PLAN QPOFESSIDN
NnT Tn SrAR F _ -. _ . _ -- s9 sM GREG,; q< _ am
assvII,T nnLL . L� ��v�"
----- -- - - - ON CITY OF ENCINITAS BENCH MARK, HORIZONAL 1 =20 -� DATE: Z�S - 333 ��5�%T AVENUE 1 132, ®®
ENC -1041. MASTH MAHER GREG S LDS av
� P.C. E. N0. 736,50
/0 • .9 •/a C42519
VERTICAL N/A - DEPUT CITY ENGINEER
DATUM: NAVDB8 ELEV.: 73.61' DATE. WI LIAM G. MA K EXP. 12 -31 -14
_ DATE DATE: %d _ "Pj - �� 11 -203 PMW /COP A.P.N. 260 - 273 -06, 07, & 08 1 SHEET 2 OF 3
9/25/2012N : \1912.pro PLSA 1912
GRAPHIC SCALE 1 " =20'
'r -k- PASCO LART S IT
u� 3 � ,-�
No. 73620 m
2/31/
� Exp. 12/31/14 � & ASSOCIATES
*AE�
0 20 40 60
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
r
9 CIVIC OQ 535 ld Coast Highway Il®Il Ste A S ® &saa Beach, CA 92095
MACI
R.C.E. NO. 73620
EXP. 12131114
-
OF CALIF
ph 858.259.8212 1 £z 858.259.4812 I pisaengineering.com
REVISIONS
APPROVED
DATE
REFERENCES
DATE
DENCHIVIARK SCALE
PLANNING & BUILDING
DESWGNM�ED BY
DRTWRG BY
- CHEWGEMO BY _- APPROVALS
Cj'j'y OF ENCINITAS ENGINEERING DEPARTMENT
DRAWING NO.
AS- B0 IG
ELEVATIONS SHOWN HEREON ARE BASED
REVIEWED BY.'
PLA S PREPARED UNDER THE SUPERVISION OF REVIEWED B�
DETAILS &GRADING PLAN FOR:
----- -- - - - ON CITY OF ENCINITAS BENCH MARK, HORIZONAL 1 =20 -� DATE: Z�S - 333 ��5�%T AVENUE 1 132, ®®
ENC -1041. MASTH MAHER GREG S LDS av
� P.C. E. N0. 736,50
/0 • .9 •/a C42519
VERTICAL N/A - DEPUT CITY ENGINEER
DATUM: NAVDB8 ELEV.: 73.61' DATE. WI LIAM G. MA K EXP. 12 -31 -14
_ DATE DATE: %d _ "Pj - �� 11 -203 PMW /COP A.P.N. 260 - 273 -06, 07, & 08 1 SHEET 2 OF 3
9/25/2012N : \1912.pro PLSA 1912
COARSE
AGGREGATE
FILTER
FABRIC
ORIGINAL
GRADE
• a°
° a
° °d • e
MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A –A
NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
\. J A
•• °
WIDTH AS REQUIRED
cNn ° ° • • ° TO ACCOMDDATE
ti d °
J , ° • ° • • ANTICIPATED TRAFFIC
®°
as •
° •d • a °
° o •d a
19' RADIUS ° A
MIN. 20' MIN
I I
CONSTRUCTION ENTRANCE DETAIL --
NOT TO SCALE
r
1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
4 BY 4 IN (10 BY 10 CM) THE POSTS.
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH.
��� III III iii FILTER FABRIC I7()
_WIRE _
SILT FENCE DETAIL
NOT TO SCALE
RUNOFF TWO LAYERS OF GRAVEL BAGS
\J WITH ENDS OVERLAPPED
GAP BETWEEN BAGS
ACTS AS SPILLWAY
GRAVEL BAG DETAIL
NOT TO SCALE
i
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GRAVEL BAG 00000000000
CONSTRICTION'ENTROM -,_::5: ,_•: .,�'.
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GRAPHIC SCALE 1 " =20'
0 20 40 60
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(^ No. 73620 m
Exp. 12/31/14 r" & ASSOCIATES
CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING
W L I 1 G. ACK 7D� T CIVIC
R.C.E. NO. 73620 q F�? 535 IQ DoffisR Highway Il®Il Ste A Solana Beach, CA 92 095
OF CALL h 8i58$.259.8$2Il2 ffx 058.259.4812 Ilsseo nmmee¢im coos
EXP. 12/31/14 F B � Ily E' I$•
REVISIONS APPRO EO DATE REFERENCES DATE BENCID4ARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY _ _ cHEwGEh10 BY APPROVALS CITY OF ENCINffAS ENGINEERING DEPARTMENT DRAWING NO.
5- IL'T _ 1 1 . _ '�T•�
ELEVATIONS SHOWN HEREON ARE BASED REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED By EROSION CONTROL PLAN FOR:
� 333 LISZT AVENUE ��� —�
- ON CITY OF ENCINITAS BENCH MARK, HORIZONAL I"=20' /'; � / / ���
ENC -1041. � � � DATE: _- Z lo.
MAHER G EG S DS
i R.C.E. N0. 73620
VERTICAL N/A — DEPUTY CITY ENGINEER
- -- - -- DATUM: NAVD88 ELEV.: 73.61 ' DATE: WILLIAM G. MA K EXP. 12 -31 -14 DATE: I d DATE:
-- /$ /lL toblsm tz_ 11 -203 PMW /CDP A.P.N. 260 - 273 -06, 07, 6 08 SHEET 3 OF 3
1912.pro
J
X
,.r4
1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
4 BY 4 IN (10 BY 10 CM) THE POSTS.
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH.
��� III III iii FILTER FABRIC I7()
_WIRE _
SILT FENCE DETAIL
NOT TO SCALE
RUNOFF TWO LAYERS OF GRAVEL BAGS
\J WITH ENDS OVERLAPPED
GAP BETWEEN BAGS
ACTS AS SPILLWAY
GRAVEL BAG DETAIL
NOT TO SCALE
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{ 111 \
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1j1 BAG INLET
TAIL THIS S
\ f(
ERONON CONTROL PLAN
48 45 "W
I.
SILT FENCE : —X —X—
GRAVEL BAG 00000000000
CONSTRICTION'ENTROM -,_::5: ,_•: .,�'.
t,
i �°F�ti rVFr l OL � ✓�t,Fe . .
TG :=R r" AN
GRAPHIC SCALE 1 " =20'
0 20 40 60
AS BUMT SCALE 1 " =20' CO 3�v�Y °Yy��yz PA��� ET S
(^ No. 73620 m
Exp. 12/31/14 r" & ASSOCIATES
CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING
W L I 1 G. ACK 7D� T CIVIC
R.C.E. NO. 73620 q F�? 535 IQ DoffisR Highway Il®Il Ste A Solana Beach, CA 92 095
OF CALL h 8i58$.259.8$2Il2 ffx 058.259.4812 Ilsseo nmmee¢im coos
EXP. 12/31/14 F B � Ily E' I$•
REVISIONS APPRO EO DATE REFERENCES DATE BENCID4ARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY _ _ cHEwGEh10 BY APPROVALS CITY OF ENCINffAS ENGINEERING DEPARTMENT DRAWING NO.
5- IL'T _ 1 1 . _ '�T•�
ELEVATIONS SHOWN HEREON ARE BASED REVIEWED BY: PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED By EROSION CONTROL PLAN FOR:
� 333 LISZT AVENUE ��� —�
- ON CITY OF ENCINITAS BENCH MARK, HORIZONAL I"=20' /'; � / / ���
ENC -1041. � � � DATE: _- Z lo.
MAHER G EG S DS
i R.C.E. N0. 73620
VERTICAL N/A — DEPUTY CITY ENGINEER
- -- - -- DATUM: NAVD88 ELEV.: 73.61 ' DATE: WILLIAM G. MA K EXP. 12 -31 -14 DATE: I d DATE:
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