2015-12384 G (Plans)RIGHT OF WAY NOTE
OWNER IS 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 RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO
DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO
AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
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 IS TITLED "GEOTECHNICAL INVESTIGATION OFSLOPE FAILURE" PREPARED BY
TERRA PACIFIC CONSULTANTS, INC., DATED APRIL 21, 2015, FILE NO. 14118. THESE SHALL BE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR
EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 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.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION 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 THE 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, AN "AS GRADED CERTIFICATION" SHALL BE
PROVIDED STATING: "THE GRADING UNDER PERMIT 12384 -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 DIRECTION HE SHALL 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 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 FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE 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 SPECIFICATION. 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
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 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.
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.
:4 : i*l.] E* 7 � 119011 Y I . l e ]
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAVE HOFFMAN AT (858) 518 -7191,
24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF
THE ENGINEERING INSPECTOR.
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.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE
AT THE CONCLUSION OF EACH WORK DAY,
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. SHOULD GERMINATION OF HYDRO - SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF
CONSERVATION.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR
TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN
SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT
BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP / IMP FACILITIES
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY
AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT
TO AN ADEQUATE IMP /B4P.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT A PERMIT FROM THE CITY.
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 OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA.
THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND
OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY
BE REQUIRED FOR THIS STRUCTURE.
SAN DIEGUITO WATER DISTRICT NOTES:
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE
STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. 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.
1 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.
4. 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 COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS,
THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS.
7. 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.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED
IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010.
IN COMPLIANCE WITH THIS .LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD
BRASS PARTS.
9. 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.
Ac--y L.TSj -
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 PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL
PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING,
VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED
AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND
COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE 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 STORMWATER FLOWS AND STORM DRAIN INLETS.
STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY
SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE
TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS.
DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE
SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND
ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL,
CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER
DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE
SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
OWNER
CYNTHIA A H MATHIS FAMILY TRUST
945 PASSIFLORA AVENUE
ENCINITAS, CA 92024
C/O CHARLES J. SCHMITT
(562)983 -2508
SITE ADDRESS
945 PASSIFLORA AVENUE
254 - 553 -02
LEGAL DESCRIPTION
LOT 36 OF FOX POINT IN THE COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 7832,
FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER
DECEMBER 27. 1973.
SOURCE OF TOPOGRAPHY
FIELD SURVEY BY: KAPPA ENGINEERING
8707 LA MESA BLVD.
LA MESA, CA 91942 PHONE: (619) 465 -8948
DATED: JULY 2014
LA COSTA
PACIFIC
OCEAN
\o
OWNER'S CERTIFICATE \ \\
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS
BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE
ON THE COMPACTION AND STABILITY �OyFTHE SITE.
SIGNATURE: OL � DATE: fl -al " le
CYNTHIA A. H. MATHIS
MEMBER
CYNTHIA A H MATHIS FAMILY TRUST
SOILS ENGINEER'S CERTIFICATE
SITE[
0
O
VICINITYMAP
THOMAS BROS. MAP 1147 -D4
NO SCALE
I, SCOTT THOENY, 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 ON APRIL 21, 2015. 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 T E SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING
PLANS ANDS Cl FI S.
SIGNED: pPdkESIPV
a� K A. 7Jy 9t
GE NO.: 2400 0 OF
EXP. DATE: 6/30/16
2400
JOB #: 14118 *par�s6 130/
TERRA PACIFIC CONSULTANTS, INC.
4010 MORENA BLVD, SUITE 108 OF GNLtF04
SAN DIEGO, CA, 92117
(858) 521 -1190
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'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, TO THE
EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHNICAL SUFFICIENCY 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.
SIGNATURE: _� ,k L DATE: 8 I$ If
JOHN COFFEY
COFFEY ENGINEERING. INC.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS 10660 SCRIPPS RANCH BLVD., SUITE 102, SAN DIEGO, CA 92131
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO PHONE: (858)831-0111 FAX: (858) 831 -0179
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE RCE EXPIRES: 06/30/2016
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 EARTHWORK DATA *
STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A
COMMENCEMENT OF WORK:
A. SEWERS - ESD (760)- 633 -2770
MAXIMUM VERTICAL DEPTH OF CUT = 13.3'
-
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 MAXIMUM VERTICAL DEPTH OF FILL = 13.3'
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 CUT = -0- C.Y. FILL = -0- C.Y.
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 IMPORT = 1860 C.Y.
REMEDIAL. = C.Y.
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S
OFFICE
48 HOURS PRIOR TO BEGINNING ANY WORK
ON
THIS PROJECT. PHONE: (760)- 633 -2770.
APPROVAL VALID FOR 2 YEARS
CHANGE N0.
DESCRIPTION
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.
DRAWN BY:
CHECKED BY:
E GINEERING DIVISION APPROVAL
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
* EARTHWORK DATA IS APPROXIMATE AND
MK
MK
JC
CALCULATED FOR PERMIT PUPOSES ONLY.
TOTAL AREA OF LAND DISTURBANCE: 7.080
SOFT
DESCRIPTION: BRASS PLUG
LOCATION: MEDIAN OF LEUCADIA BLVD AT
QUAIL GARDENS DRIVE.
RECORD FROM: CITY OF ENCINITAS
VERTICAL CONTROL
ELEVATION: 320.42 DATUM: MSL, NAVD88
ACTUAL QUANTITIES MAY VARY DUE TO SITE
PLANS PREPARED UNDER SUPERVISION OF
DATE : /LEI
R.C.E. NO.: 62716
JOHN . COF EY
EXP.: 6/30/16
Z C :5 D.
GRADING PLAN FOR:
945 PASSIFLORA AVENUE
LANDSLIDE REPAIR
254- 553 -02
PLANNING CASE N0: N/A
CANDITIONS AND OTHER FACTORS.
IMPERVIOUS AREA
DRAWING INDEX
IMPERVIOUS AREA PRIOR TO CONSTRUCTION:
5.450
SOFT
575
IMPERVIOUS AREA AFTER CONSTRUCTION:
5.450
SOFT
EX. PAVING: SQFT
TITLE SHEET .......... ............................... 1
INCREASE IN IMPERVIOUS AREA:
-0-
SOFT
EX. HARDSCAPE: 4.875 SOFT
GRADING & IMPROVEMENT PLAN .... 2
EX. BUILDINGS: 2.045 SOFT
BMP PLAN ........ ............................... 3
IMPERVIOUS AREA REPLACED:
0
SOFT
DETAILS ........ ............................... 4
TITLE SHEET
BMP PROJECT STATUS
STANDARD PROJECT
PLANNING AND BUILDING I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
12 -Z-, 'Zs B !�
4 t� � ZS S
SI DATE GN DATE SIGN DATE IGN DATE N DATE
*
rn
n
0
1
r0
N
o co
in
m
L X
Ln o
U>
?m
z to
wwm to
Z-U a V 00
w o,avo
r
woo c
U- W c
OO qr
,IOW . G VATS-
APPROVAL VALID FOR 2 YEARS
CHANGE N0.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRIdf APPROVAL
DESIGNED BY:
DRAWN BY:
CHECKED BY:
E GINEERING DIVISION APPROVAL
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
MK
MK
JC
DESCRIPTION: BRASS PLUG
LOCATION: MEDIAN OF LEUCADIA BLVD AT
QUAIL GARDENS DRIVE.
RECORD FROM: CITY OF ENCINITAS
VERTICAL CONTROL
ELEVATION: 320.42 DATUM: MSL, NAVD88
HORIZONTAL: AS NOTED
VERTICAL: AS NOTED
PLANS PREPARED UNDER SUPERVISION OF
DATE : /LEI
R.C.E. NO.: 62716
JOHN . COF EY
EXP.: 6/30/16
Z C :5 D.
GRADING PLAN FOR:
945 PASSIFLORA AVENUE
LANDSLIDE REPAIR
254- 553 -02
PLANNING CASE N0: N/A
/±
12384-6
HE GLENN PRUIM
ENG. /PUB. WORKS DIRECTOR
Q
DATE 8� Z 7 ��
DATE DATE
SHEET 1 OF 4
*
rn
n
0
1
r0
N
o co
in
m
L X
Ln o
U>
?m
z to
wwm to
Z-U a V 00
w o,avo
r
woo c
U- W c
OO qr
1172 SIDONIA CT.
VD
O� 7
V
�fllll\
953 PASSIFLORA AVE.
APN: 254 - 553 -01 -00
SOFTLEY FAMILY TRUST
�D
\ O�
V
QP
m
�Ylo
1
0P\0
�Yo
W
Is)
0
co
0
Ln
z
: 1168 SIDONIA CT.
Y
y, j{yt
b y .m bbt��y♦y�jj�11 d
Y.e Y
iy Ir
APPROXIMATE LINE OF
BACKCUT & REINFORCED FILL
0110
LINE OF
FAILURE LIMITS
�OT 24
APN "54- 553 -09 -00
- ARTHUR & DONNA BARBEE
1 oleo
r
1164 SIDONIA CT.
o0
el, will;
� `1� ��. 5 PASSIFLORA AVE
�94 PA .
4�
} ' /
' 0a i . i Y. �
0° � .
poop YT4 939 PASSIFLORA AVE
Y• APN 254
—553-03-00
00
'k-
ADELA CRUZ
y l/J
' ".Y ti i.. b, 'v'4. ..Y b .H "'...4L 4y'L :'Y�L. Yµ ,: ,. '•y2 ,,.�.q q' .
= FINISH' FLOOR= 276.35
i 945 PASSIFLORA--AVE.
�
Y N
® .. ✓ n - t�Y.. yf" b.. � �P�
b
A 4n
LLI
z
® 1 /
` °o- Po O = 1
-� /D
01 GFF= 275.06 c \
SEE DETAIL j �i `b i '(�FE
THIS AREA 76
3 TLET DRAIN AT V
CURB DICE, PER D -27, w Y °: ' , c . = . , -
_FPRIVAT Y MAINTAINED ° i "• ~ti` Ld
�, b . w t . '." a °•a _
10 0
.320
_ m _ 31 D -
BARBEE FOR THIS AREA
1168 SIDONIA CT. SEE DETAIL
295
290
285
280
275
270
MIN. 24" BENCHES
MIN. 15'
BUTTRESS
CHIMNEY DRAINS AT 30' SPACING/ MAY USE
(COMPOSITE AR- BBOARD _Mi9_AFf62OW —Off
EQUIVALENT) OR NON -WOVEN GRAVEL FILLED
N
2'
HEEL DRAIN W/ 4" DIA. PERFORATED PVC
PIPE SURROUNDED BY 3 CU FT/LF OF -/
314" GRAVEL WRAPPED IN FILTER CLOTH
(MIRAFI 140NS OR EQUIVALENT).
e
REPAIR CROSS SECTION TYP. DETAIL
A
SCALE. 1 ' -10'
10 20
MIRAFI 140 NS FABRIC
WRAPPED AROUND
GRAVEL
BENCH, TYP.
. I-�4" MlN,
FILL SOIL
4" PERFORATED PVC
SCHED. 40 OR ABS PIPE,
HOLES DOWN 4 1
314" CLEAN GRAVEL, 3 FT'/-
FT LENGTH
(E) SOIL
DETAIL 'C' FILL SLOPE SUBDRAIN
NOT TO SCALE
MIN, 15' LONG MIRAGRID 3XT OR SIMILAR FOR GEOGRIO AT
GEOGRIDS- - -@ 24"_VERZ -. SPACING. SEE-D1Le OBSTRUCTIONS,
COMPACT W/ ON -SITE SOIL OR SEE DEfA1L D
APPROVED IMPORT TO MIN. 90% RC. Z
EROSION CONTROL MAT
CURRENT TOPOGRAPHY
(FAILURE)
15' MIN.
KEYWAY
EMBEDMENT LENGTH
PER SOILS ENGINEER
295
290
1 280 1945 PASSIFLORA
OUT TO CURB
70
GEOGRID AROUND OBSTRUCTION
CTION
PLACE GEOGRID AT EDGE OF
OBSTRUCTION (OVERLAP OF
ADJOINING GEOGRID OK)
SLOPE
BEYOND TOP VIEW FACE OF SLOPE
DETAIL 'D' SLOPE GEOGRID
AT OBSTRUCTION
NOT TO SCALE
R
MIN. FLOW AWAY FROM SLOPE I
AND TOWARD STREET AND/ OR BARBEE I MATHIS
AREA DRAINS (1%'WHERE I
FLOW IS CONCENTRATED)
3" HIGH (MIN.) BERM
L2X 1.5
1 FILL SLOPE
I
DETAIL 'E' - PL CONDITION
NOT TO SCALE
o
DRIVEWAY 4` - T - - - tr `% :'Y ,._ S. Cp
`.w. tb. _� SCALE: % �� LETTER OF PERMISSION TO GRADE ON FILE IN
' b _ THE CITY OF ENCINITAS FOR:
:siDEWA[K' v'b
` `` +� t ` ` �' ° b Y ° i - ""' .....,,,,.,�- `� No. CO 2716
` ° + - �.` Y v Y "`�•.� _ APN: 254 - 553- 09 -00, DATED: 7_�'- (.� BY. ARTHUR &DONNA BARBEE ajy CIVIL �P
REPLACE 'RQX. �4 CONC CURB &GUTTER v L: ° v APN: 254 - 553 -01 -OQ DATED: �-- BY. SOFTLEY FAMILY TRUST r�pF CALNF
510ET DRAIN. 3" OUT APN: 254 - 553- 03 -00, DATED: (NOT SIGNED) BY. ADELA CRUZ
(2) - PPES ®27. N PASSIFLORA AVENUE
DRAIN No UcRR ro occuK wiatrf l.rtfisR CFpdIftSUa,v GRADING PLAN
CHANGE NO. DESCRIP ION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGMNKD BY: DRAMK BY: CHECJC BY: ENGINEERING DIVISION APPROV CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
141" DESCRIPTION: BRASS PLUG PLANS PREPARED UNDER SUPERVISION OF REC A R D: GRADING PLAN FOR:
LOCATION: MEDIAN OF LEUCADIA BLVD AT 945 PASSIFLORA AVENUE �+
QUAIL GARDENS DRIVE. HORIZONTAL: DATE GLENN PRUIM LANDSLIDE REPAIR 12384 -G
RECORD FROM: CITY OF ENCINITAS VERTICAL: ENG. /PUB. WORKS DIRECTOR Z54- 553 -02
VERTICAL CONTROL R.C.E. N0. 62716
ELEVATION: 320.42 DATUM: MSL, NAVD88 JO CO EY ' !'1��
EXP. 6 30 16 DATE DATE PLANNING CASE NO: N/A SHEET 2 OF 4
z
c>
z
m
LL
z
LLc
z
LL
h i
FLORA AVE
--01-
LY a1\
3
P
Y
hw
o�
♦ y a. Y a ,. , .. yAY. \'
NO.( DESCR
I i e 2rf a -r h
i,
WM -1
ml
N
,r
w
WM -3
O
00
O
�F)
Lo
z
Wm-3
t
4 „ V,
r
168 CIF F?FI CT,
b •-�
Y °
ab C4jp�* Yy�
.t.1• Y.a 4p
k tta b
b
2
J
Z
U
I;7,!=tj
N30 °45'15 "W 16 81
ti.`'h
CT. FIBER ROLLS
j— PER SE -5
CONSTRUCTION LIMITS OF
DISTURBANCE PER EC -2
E PROTECTION/
'OSEED
EC -1. EC -4
GRAVEL BA�°'BARRIE 945 PASSIFLOR 4.,4 - f I'/ l'v" w � /
2' HIG ER SE -10 — SILT FENC
7
1�
i,
0
PROTECTION
7777 b
PER SE -1 "' 1
P" A .b.
`aa is
276 k
`b tr• ✓y �ya� iy. Yy ,• 6 k .• b ..Y + °�•iy
i `� j� J k` th b, y •. ah" b �a �,Y•Y ,b ~� ,a �
f b�• -lNL&T PRQTE6TION * ` ` "` �� • ,u Y' 00
j k Yea ro'P° (o
ilii ® Y �'l?ER SEE- 10' ,IE
/ Y NEEDED •TYP., Y..
b r . • °` "
V .y,`s .b. }~ "r�'ab �' tkb •g'v t,a a.. °. ir. a',
'I �L SV :6 Y y °S.°
y Y nb
FINISH Yvt ...mow. °Y •.? . yN ." .. ,b LLJ
FINISH F LOOK- 276.05
P I FILOR \vim®
•a
�P
Z
r; " fie'
id'�
Lai
0 r-
w
k " �
;a
Y...
WM -6
O O WM -8
O 0 0 OFF=275,06
� O O
00 0 b s• bx „... 1
��000000 C� '•� v �trJ
00 00 ^v0000n000
0000 X000 y'r.. �• 4.a. ..
On0000000000000 STABILIZEL3'.`; °a`
0 0 0v ti O G 0 0 0 0� Ct9NSTRU€}TION ." y y ;* Y ffi
0 0 0 0 0 0 0 0O 0 O O ENTRANCE' P(R FR`–)-
0
00000000000
DR I�'F y-
9 . 00 °
274-- v ? ";
.v
1164 SIDONIA CT,
SITE MANAGEMENT REQUIREMENTS
DRY SEASON REQUIREMENTS (APRIL 1 THRU SEPT 30
A. EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS
WOULD INCLUDE ALL BUILDING PADS, UNFINISHED ROADS AND SLOPES. THE ONLY RELIEF FROM THIS
REQUIREMENT FOR SLOPES GREATER THAN 3:1 (HOR TO VERT) IS IF THE SITE HAS
PROPERLY — DESIGNED DE- SILTING BASINS AT ALL DISCHARGE POINTS.
B. ADEQUATE PERIMETER PROTECTION BMPS MUST BE INSTALLED AND MAINTAINED.
C. ADEQUATE SEDIMENT CONTROL BMPS MUST BE INSTALLED AND MAINTAINED.
D. ADEQUATE BMP's TO CONTROL OFF —SITE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED.
E. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BMP's NECESSARY TO
COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION, AND TO PREVENT
SEDIMENT DISCHARGES, MUST BE STORED ON SITE AREAS THAT HAVE ALREADY BEEN PROTECTED FROM
EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMP's AS
DESCRIBED BELOW ARE NOT CONSIDERED TO BE EXPOSED" FOR PURPOSES OF THIS REQUIREMENT.
F. THE PROJECT PROPONENT MUST HAVE AN APPROVED "WEATHER TRIGGERED" ACTION PLAN AND HAVE
THE ABILITY TO DEPLOY STANDBY BMPs AS NEEDED TO COMPLETELY PROTECT THE EXPOSED PORTIONS
OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT. A PREDICTED STORM EVENT IS
DEFINED AS A FORECASTED, 509 CHANCE OF RAIN. ON REQUEST, THE PROJECT PROPONENT MUST
PROVIDE PROOF OF THIS CAPABILITY.
G. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMP's MUST COMMENCE AS SOON AS
SLOPES ARE COMPLETED FOR ANY PORTION OF THE SITE THE PROJECT PROPONENT MAY NOT
CONTINUE TO RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF
SLOPES THAT HAVE BEEN COMPLETED.
H. THE AREA THAT CAN BE CLEARED OR GRADED AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE
AMOUNT OF ACREAGE THAT THE PROJECT PROPONENT CAN ADEQUATELY PROTECT PRIOR TO A
PREDICTED RAINSTORM.
y CONSTRUCTION BMPS
THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT CALIFORNIA REGIONAL
WATER QUALITY CONTROL BOARD, SAN DIEGO REGION, ORDER NO. 2001.01 NPDES NO. CAS010875
(HTTP: / /WWW.SWRCB.CA.GOV /RWQC89 1PROGRAMS /SD STORMWATER.HTML) AND THE CITY OF SAN
DIEGO LAND DEVELOPMENT CODE
(HTTP ://CLERKDOC. SANNET. GOV /RIGHTSITE /GETCONTENT /LOCAL. PDF ?DMW— OBJECTID=
090014518008CC43)
NOES 1 -6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS.
1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS
FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE
TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE ENO OF EACH
WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION
BMPS.
2. ALL STOCK PILES OF UNCOMPACTED SOIL AND /OR BUILDING MATERIALS THAT ARE INTENDED TO
`J ( BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED
L j WITH EROSION AND SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE
° J PROBABILITY OF RAIN IS 409 OR GREATER.
3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE
CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE
4. ALL EROSION /SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL
TIMES.
5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED
�Z AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES.
6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST
ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT.
RAINY SEASON REQUIREMENTS CT 1 THRU MARCH 31 )
IN ADDITION TO THE REQUIREMENTS LISTED UNDER THE DRY SEASON REQUIREMENTS:
1. PERIMETER PROTECTION AND SEDIMENT CONTROL BMP's MUST BE UPGRADED IF NECESSARY TO
7!
PROVIDE SUFFICIENT PROTECTION FOR STORMS LIKELY TO OCCUR DURING THE RAINY SEASON.
2. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMP's MUST BE INSTALLED AND
10
ESTABLISHED FOR ALL COMPLETED SLOPES PRIOR TO THE START OF THE RAINY SEASON. IF A
CONC CURB GUTTER
SELECTED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE
}
ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP SHOWS THAT THE BMP, AS
INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED, REPAIRS OR
REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP IN PLACE.
PASSIFLORA
PER SE-7
AVENUE �.
DR IN
EXPOSED I O EXCEED.
L 3 — 0
5
BY DEPL DYING STANDBY EROSION CONTROLAND
Y SEDIMENT CONTROL BMP's
ADEQUATELY PROTECTED
DATE
PRIOR TO A PREDICTED RAINSTORM.
ADELA CRUZ
SCALE
SPECIAL DISTRICT APPROVAL
4. A DISTURBED AREA THAT IS NOT COMPLETED BUT THAT IS NOT BEING ACTIVELY GRADED MUST BE
1
FULLY PROTECTED FROM EROSION IF LEFT FOR 10 OR MORE DAYS. THE ABILITY TO DEPLOY STANDBY
NGINEERI G DIVISION APPROV S
BMP MATERIALS IS NOT SUFFICIENT FOR THESE AREAS. BMP's MUST ACTUALLY BE DEPLOYED.
I MK
IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER AND PERMIT HOLDER TO SELECT, INSTALL AND
MAINTAIN APPROPRIATE BMP's.
y CONSTRUCTION BMPS
THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT CALIFORNIA REGIONAL
WATER QUALITY CONTROL BOARD, SAN DIEGO REGION, ORDER NO. 2001.01 NPDES NO. CAS010875
(HTTP: / /WWW.SWRCB.CA.GOV /RWQC89 1PROGRAMS /SD STORMWATER.HTML) AND THE CITY OF SAN
DIEGO LAND DEVELOPMENT CODE
(HTTP ://CLERKDOC. SANNET. GOV /RIGHTSITE /GETCONTENT /LOCAL. PDF ?DMW— OBJECTID=
090014518008CC43)
NOES 1 -6 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BMPS.
1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT, MUD OR OTHER CONSTRUCTION DEBRIS
FROM BEING TRACKED INTO THE ADJACENT STREET(S) OR STORM WATER CONVEYANCE SYSTEMS DUE
TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE ENO OF EACH
WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED CONSTRUCTION
BMPS.
2. ALL STOCK PILES OF UNCOMPACTED SOIL AND /OR BUILDING MATERIALS THAT ARE INTENDED TO
`J ( BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN CALENDAR DAYS ARE TO BE PROVIDED
L j WITH EROSION AND SEDIMENT CONTROLS. SUCH SOIL MUST BE PROTECTED EACH DAY WHEN THE
° J PROBABILITY OF RAIN IS 409 OR GREATER.
3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE
CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN PLACE ON THE SITE
4. ALL EROSION /SEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING ORDER AT ALL
TIMES.
5. ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION ACTIVITY MUST BE PROTECTED
�Z AGAINST EROSION AND SEDIMENT TRANSPORT AT ALL TIMES.
6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST
ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT.
•'L'S•ls DESCRIPTION: BRASS PLUG PLANS PREPARED UNDER SUPERVISION OF REC VE
LOCATION: MEDIAN OF LEUCADIA BLVD AT ,
QUAIL GARDENS DRIVE. DATE : _g._�_li
HORIZONTAL: MAHER GLENN PRUIM
RECORD FROM: CITY OF ENCINITAS VERTICAL: ENG. /PUB. WORKS DIRECTOR
VERTICAL CONTROL R.C.E. NO. 62716 __ i
ELEVATION: 320.42 DATUM: MSL, NAVD88 JO N . C FFEY EXP. 6/30/16 DATE DATES 7 /S
DESCRIPTION STD DWG "
PROPERTY LINE
LIMITS OF CONSTRUCTION AREA EC -2
SILT FENCE (DTL. 'R'/ SHT. 4) SE -1
GRAVEL BAG BERM /BARRIER (DTL. 'L'/ SHT. 4) SE -6
FIBERROLLS SE -5
DIRECTION /COURSE OF FLOW
HYDRAULIC MULCH /HYDROSEED EC -1, EC -4
STABILIZED CONSTRUCTION ENTRANCE TR– I
(DTL. 'H'/ SHT. 4)
TEMPORARY STABILIZED FLAT AREAS EC -4, EC -8
INLET PROTECTION (DTL. 'M'/ SHT 4) SE -10
MATERIALS DELIVERY AND STORAGE AREA WM -1
STOCKPILE MANAGEMENT WM -3
TEMPORARY TRASH /SOLID WASTE WM -5
HAZARDOUS AND COETE
WASTE MANAGEMENT (DTL. 'J% SHT. 4) WM -6, WM -8
SANITARY WASTE (DTL. 'K/ SHT. 4) WM -9
(PORTABLE TOILET)
STREET SWEEPING SE -7
* STANDARD DRAWINGS (SE -5, WW-5, ETC.) CAN BE FOUND AT THE
CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) WEBSITE.•
h ttp: / /www. cobmphondbooks. com/
SYMBOL
N45'45'45 "W
0000000
0 00
r r r r r
r r r r r
r
a
WM -1
WM -3
WM -5
WM -6
WM -8
WM -9
(NO SYMBOL)
CONSTRUCTION BMP PLAN
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
'LAN FOR: 945 PASSIFLORA AVENUE
LANDSLIDE REPAIR 12384 -G
254 - 553 -02
PLANNING CASE NO:
SHEET 3 OF 4
it
N n
0 AU)
Go
U)
U) o
U
Km
z c- I
wirmtQ
Lu 0 aU o
W V O 00
to rnv
Loo
Door
U .- In a
10
0 10 20 30
CONC CURB GUTTER
}
SWEEP STREET
PASSIFLORA
PER SE-7
AVENUE �.
DR IN
SCALE: 1 " -1O'
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
DESIGNED BY:
DRAWN BY:
CHECKED BY:
NGINEERI G DIVISION APPROV S
MK
I MK
JQ
•'L'S•ls DESCRIPTION: BRASS PLUG PLANS PREPARED UNDER SUPERVISION OF REC VE
LOCATION: MEDIAN OF LEUCADIA BLVD AT ,
QUAIL GARDENS DRIVE. DATE : _g._�_li
HORIZONTAL: MAHER GLENN PRUIM
RECORD FROM: CITY OF ENCINITAS VERTICAL: ENG. /PUB. WORKS DIRECTOR
VERTICAL CONTROL R.C.E. NO. 62716 __ i
ELEVATION: 320.42 DATUM: MSL, NAVD88 JO N . C FFEY EXP. 6/30/16 DATE DATES 7 /S
DESCRIPTION STD DWG "
PROPERTY LINE
LIMITS OF CONSTRUCTION AREA EC -2
SILT FENCE (DTL. 'R'/ SHT. 4) SE -1
GRAVEL BAG BERM /BARRIER (DTL. 'L'/ SHT. 4) SE -6
FIBERROLLS SE -5
DIRECTION /COURSE OF FLOW
HYDRAULIC MULCH /HYDROSEED EC -1, EC -4
STABILIZED CONSTRUCTION ENTRANCE TR– I
(DTL. 'H'/ SHT. 4)
TEMPORARY STABILIZED FLAT AREAS EC -4, EC -8
INLET PROTECTION (DTL. 'M'/ SHT 4) SE -10
MATERIALS DELIVERY AND STORAGE AREA WM -1
STOCKPILE MANAGEMENT WM -3
TEMPORARY TRASH /SOLID WASTE WM -5
HAZARDOUS AND COETE
WASTE MANAGEMENT (DTL. 'J% SHT. 4) WM -6, WM -8
SANITARY WASTE (DTL. 'K/ SHT. 4) WM -9
(PORTABLE TOILET)
STREET SWEEPING SE -7
* STANDARD DRAWINGS (SE -5, WW-5, ETC.) CAN BE FOUND AT THE
CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) WEBSITE.•
h ttp: / /www. cobmphondbooks. com/
SYMBOL
N45'45'45 "W
0000000
0 00
r r r r r
r r r r r
r
a
WM -1
WM -3
WM -5
WM -6
WM -8
WM -9
(NO SYMBOL)
CONSTRUCTION BMP PLAN
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
'LAN FOR: 945 PASSIFLORA AVENUE
LANDSLIDE REPAIR 12384 -G
254 - 553 -02
PLANNING CASE NO:
SHEET 3 OF 4
it
N n
0 AU)
Go
U)
U) o
U
Km
z c- I
wirmtQ
Lu 0 aU o
W V O 00
to rnv
Loo
Door
U .- In a
6" PVC ELBOW AS NEEDED
r3" PVC
//l\. FACE OF CURB
30' MIN B
60' MAX
CI \ JA7 I
co
0
A<1 0
tAA
���,�
ABOVE —GRADE PLAN
CLEANOUT W /CAP
6" x 6" x 3" PVC TEE
W/ 45' WYE
r6" I-1 1/2" MIN.
a oa
1 1/2" MIN.
112" MIN. SECTION A A
FINISH 1 112" MIN.
GRADE PIPE TO BE FINISHED
/ -F CURB
1 /2' MIN.
OPTIONAL BREAK LINE ° , ? GUTTER
FOR CUTS IN EXISTING
CURB AND GUTTER
SECTION B -B
SECTION C -C
DETAIL 'P' - UNDERDRAIN PIPE
W /MANIFOLD DET. (PVT. J
NO SCALE
r_0AVri aerc
DETAIL 'L'
GRAVEL BAGS BARRIER
NO SCALE
1. SET POSP,
EXCAVATE
(10 BY 10
UPSLOPE
ALONG THE
POSTS.
i AND
A4 BY4IN
CM) TRENCH
FROM AND
LINE OF
2. STAPLE WIRE FENCING
TO THE POSTS.
J. ATTACH THE FILTER FABRIC
TO THE WIRE FENCE AND
EXTEND IT INTO THE
TRENCH.
III III III�I �rll
i
f
DETAIL 'R'
SILT FENCE
NO SCALE
4 IN (10 CM)
4. BACKFILL AND
COMPACT THE
EXCAVATED SOIL.
F!
GRAVEL BAGS STACKED 2 HIGH,
TO COMPLETELY SURROUND INLET
DRAIN INLET
SEC
T/ON
DETAIL 'M'
GRAVEL BAGSAT INLET (PVT)
NO SCALE
10 mil WOOD FRAME
PLASTIC SECURELY FASTENED
AROUND ENTIRE
III PERIMETER
TWO- STACKED SECTION i W /TWO STAKES
2x10 ROUGH WOOD
FRAME _
10 mil PLASTIC
LINING
STAKE (TYP)
TOP VIEW
DETAIL- J'
CONCRETE WASHOUT - ABOVE GROUND
BIFFY
DETAIL 'K'
SANITARY TOILET
TWO LEVELS OF
SAND OR GRAVEL
BAGS - ONE BELOW
VISQUEEN, ONE
ABOVE
(TO CONTAIN
SPILLAGE)
1
VISQUEEN
SKIRT
i PROTECTION
NOS ROUND
POLYOLEFIN
GRATE WITH U.V.
INHIBITORS OR
APPROVED EQUAL
NDS #66 -6" DRAIN
RISER PIPE
(LENGTHAS REQUIRED)
OR APPROVED EQUAL
COMPACTED SOIL
NDS DRAIN TEE
OR APPROVED EQUAL
PIPE
COMPACTED AND
CRUSHED STONE
DETAIL 'F'
PRIVATE 6 "ROUND GRATE DRAIN
CRUSHED AGGREGATE GREATER THAN 75 MM
(3 IN) BUT SMALLER THAN 150 MM (6 IN)
FILTER FABRIC
ORIGINAL
GRADE
300 MM (12 IN) MIN, UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION B -B
17Ts
NOTE:
= CONSTRUCT SEDIMENT BARRIER
AND CHANNELIZE RUNOFF TO
5 SEDIMENT TRAPPING DEVICE
0 B
3 �
WIDTH AS
0
°d REQUIRED TO
ACCOMODATE
a o o. co 00 oc ANTICIPATED
TRAFFIC
z
U
w TEMPORARY PIPE CULVERTLB
AS NEEDED
15 M (50') MIN.
OR FOUR TIMES THE CIRCUMFERENCE
OF THE LARGEST CONSTRUCTION VEHICLE TIRE,
MATCH WHICHEVER IS GREATER
EXISTING
GRADE PLAN
DETAIL 'H'
STABILIZED- ENTRANCE
M
" r DETAILS
CHANGE NO.
DESCRIPTON
APPROVED
DATE
BENCHMARK
SCALE
SPECIAL DISTRICT APPROVAL
DESIGNED BY:
I DRAWN BY:
I CHECKED BY:
EN INEERING VISION APP OV S
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
MK
MK
JC
DESCRIPTION: BRASS PLUG
LOCATION: MEDIAN OF LEUCADIA BLVD AT
QUAIL GARDENS DRIVE.
RECORD FROM: CITY OF ENCINITAS
VERTICAL CONTROL
ELEVATION: 320.42 DATUM: MSL, NAVD88
HORIZONTAL:
VERTICAL:
PLANS PREPARED UNDER SUPERVISION OF
DATE 1 � �s
JOH C FEY R.C.E. NO. 62716
EXP. : 6/30/ 16
"RECO ED'
E GLENN PRUIM
ENG. /PUB. WORKS DIRECTOR
DATE DATE
GRADING PLAN FOR:
945 PASSIFLORA AVENUE
LANDSLIDE REPAIR
254- 553 -02
PLANNING CASE NO: N/A
12384 -G
_
SHEET 4 OF 4
s
n
0
I
M
co
N co
O co
r 00
W
N �
a+
(n p
U>
Zm
r� r
Z COI
m
W cr O N
LLJ 00
U EL 01)
W V V N 00
}}} N O.
} } }WW
LL (00 C
00 O r
U -V1 a