2016-12693 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION 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 TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION REPORT" PREPARED BY
PETRA GEOTECHNICAL, INC., DATED 10/21/04, AND UPDATE DATED , PROJECT# 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
NO. 12693 -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.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN NIVEN AT (760) 633 -3470, 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 OIL 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 THATARE 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 %). SILTAND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
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 WITHOUTA 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 /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUTA PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
REQUIRE THAT THIS PLAN BE REVISED OR THATA 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.
3. 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,1LECTRIC 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.
r
CHANGE NO. DESCRIPTION APPROVED I DATE BENCHMARK
DESCRIPTION: BENCHMARK ENC -004
LOCATION: 4.5' WEST CURB WEST SIDE OF
RAINTREE DRIVE IN CURVE KNUCKLE
RECORD FROM: CITY ENCINITAS SURVEY CTRL
ELEVATION: 67.639 DATUM: NAVD88
y
AS -BUILT APPROVALS
ROBERT D. MAHONY DATE
CITY ENGINEER DATE
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 ASIGN 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.
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 /ESD - (760)- 633 -2770 LWD 760 - 753 -0155
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
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.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION :0 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 0 SQFT
INCREASE IN IMPERVIOUS AREA: 0 SQFT
IMPERVIOUS AREA REPLACED: 0 SOFT
PUBLIC WORKS PLANNING DIVISION
+9Lh� N!
E
I .I2101./AH:Yfl
INT DATE PLANS PREPARED UNDER SUPERVISION OF
JBLIC WORKS DATE: 11/20/17
PLANNING %J
J� R.C.E. NO. 16459
REVIEWER
INSPECTOR ROBERT D. MAHO EXP.: 6/30/19
_ I�
SIGN DATE
OWNER
MR. MIKE BROWN
836 NEPTUNE AVENUE
ENCINITAS, CA 92024
SITE ADDRESS
836 -838 NEPTUNE AVENUE, ENCINITAS, CA 92024
206 - 240 -0133 PACIFIC
OCEAN
LEGAL DESCRIPTION
PARCEL 1 OF PARCEL MAP 11659 IN THE CITY OF ENCINITAS,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE
OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY,
SEPTEMBER 10, 1881.
OWNER'S CERTIFICATE
i (WE) HEREBY CERTIFY THAT REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S VICINITY MAP
OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST
ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, N.T.S.
DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT
OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR
OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL
WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR
INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY
OR PUBLIC EASEMENTS.
SIGNATURE: _�- DATE:
MIKE BROWN 1✓
:3011,34:[GILT44 zi&y9j 4:4lI;ll*KN 0
I, ROBERT D. MAHONY, 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 5 -8 -02, 8 -9 -04, &
5 -31 -11 AND FOR AN UPDATE ON _ . 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 HAVE BEEN INCORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS.
SIGNED:
Q�OFESS /pN S NAL
RCE NO.: 16459 2�0 O• Mi �e 9�T _4 <n
EXP. DATE: 6/30/19
JOB* 16 -020
No. EG 847
EXP.8 -31 -1
SOIL ENGINEERING CONSTRUCTION, INC. UT9pF0A�F0�a\r STgpeoOLA P
560 N. HWY 101, STE, 5, ENCINITAS,CA92024
760- 633 -3470
STATEMENT OF ENGINEER OF WORK
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 �W DATE:
ROBERT D. ONY
SOIL ENGINEERING CONSTRUCTION, INC.
560 N. HWY 101, STE. 5, ENCINITAS, CA 92024
760 - 633 -3470
RCE EXPIRES 6/30/19
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.4 H, 1 V
MAXIMUM VERTICAL DEPTH OF CUT= 4 '
MAXIMUM VERTICAL DEPTH OF FILL= 0 '
CUT= 0 C.Y. FILL= 0 C.Y.
IMPORT= 200 C.Y.
REMEDIAL = 0 C.Y.( 0 'REMOVAL AND RECOMPACTION UNDER AND 0 'OUTSIDE OF BUILDING AREAS)
DISTURBEDAREA= 3,900SF
PARKS AND RECREATION
BMP PROJECT STATUS
STANDARD
SAN DIEGUITO WATER DISTRICT 1 ENCINITAS FIRE DEPARTMENT
a// -29•/
SIGN DATE MN DATE
ENGINEERING DIVISION APPROVALS
RECOMMENDED; APPROVED:
DAT
W
CHRISTOPHER L. MA OSKU
CITY ENGINEER
DATE lZ_16.A2a7
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
GRADING PLAN FOR:
836 -838 NEPTUNE AVENUE, ENCINITAS, CA 92024
BROWN RESIDENCE REPAIRS TO COSTAL BLUFF
APN: 206- 240 -0133
PLANNING CASE NO: 10 -025 MUP CDP
DRAWING NO. .
12693 -G
SHEET 1 OF 6
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THE BOTTOM \THE WALL t \
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TO BE
REMOVED
v v v V v v vv A \v v v v
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\ \ ! S\EAWA L, P F WALL \
(Tip' @ \EL.\30.5 \7' aSL
CONSTRUCTION ACCESS VIA MOONLIGHT
BEACH, ON AS NEEDED BASIS, TO BE
COORDINATED WITH CITY LIFEGUARDS,
ROUTE FOR HEAVY EQUIPMENT WILL BE
DIRECTED BY CITY LIFEGUARDS.
CONSTRUCTION WILL BE PERFORMED
WHEN OCEAN & WEATHER CONDITIONS
ARE FAVORABLE (E.G. NO RAINFALL, NO
HIGH SURF OR HIGH TIDES) AND WHEN
THE GUNITE WILL CURE PROPERLY.
NO. I DESCRIPTION
04\ M L
VIA MOONLIGHT gEpCN
S TE PLAN PROPOSED REPA D
SCALE: 1 "=1 0'
APPROVED DATE BENCHMARK AS -BUILT APPROVALS
DESCRIPTION: BENCHMARK ENC -004 PUBLIC WORk
LOCATION. 4.5' WEST CURB WEST SIDE OF ROBERT D. MAHONY DATE --
RAINTREE DRIVE IN CURVE KNUCKLE PLANNING
RECORD FROM: CITY ENCINITAS SURVEY CTRL REVIEWER
ELEVATION: 67.639 DATUM: NAVD88
CITY ENGINEER DATE INSPECTOR
NOTE:
DUE TO THE STEEPNESS OF THE GRAVEL -SLOPE &
THE PLACEMENT OF FILL MATERIAL ON THE SLOPE,
OWNER IS RESPONSIBLE FOR PROVIDING ANY SLOPE
MAINTENANCE THAT MIGHT BE NECESSARY IN THE
FUTURE SHOULD SLOUGHAGE OCCUR. SOIL
ENGINEERING CONSTRUCTION, INC. AND THE
ENGINEER OF RECORD ACCEPT NO RESPONSIBILITY
FOR FUTURE MAINTENANCE SHOULD SURFICIAL
SLOUGHAGE OCCUR.
(N) SUMP PUMP OUTLET TO
STREET, BY OTHERS
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INT. DATE PLANS PREPARED UNDER SUPERVISION OF
DATE: 11/20/17
R.C.E. NO.: 16459
ROBERT D. MAH (;Df' EXR: 6/30/19
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LEGEND AND ABBREVIATIONS
PROPERTY LINE
AC
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CONC
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(N) 3"
DRAIN LINE CONNECTED
MW
g59
PLA
TO (N)
3" DRAIN INLETS (TYP.).
\��C�
\
N�ONO
MAINTAIN
MIN. 1% FALL TO (N)
WF
WOOD FENCE
8'cON
SUMP
PUMP LOCATION ON
WF
SOUTH
SIDE OF RESIDENCE.
INT. DATE PLANS PREPARED UNDER SUPERVISION OF
DATE: 11/20/17
R.C.E. NO.: 16459
ROBERT D. MAH (;Df' EXR: 6/30/19
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LEGEND AND ABBREVIATIONS
IIZZ
N
PROPERTY LINE
AC
ASPHALT
CONC
CONCRETE
FF
FINISH FLOOR
MW
MONITORING WELL
PLA
PLANTER
SMH
SEWER MANHOLE
TR
TREE
TIN
TOP OF WALL
WF
WOOD FENCE
WM
WATER METER
IIZZ
N
BENCH MARK
2.5" CITY OF ENCINITAS BRASS DISC IN
DRAINAGE BOX INLET LOCATED 4.5 FEET
WEST OF CURB ON WEST SIDE OF RAINTREE
DR. IN CURVE KNUCKLE, 250 FEET NORTHERLY
FROM THE INTERSECTION OF RAINTREE AND
SANFORD DR.
0
5 10 20 30
ELEVATION: 67.63 FEET (NAVD88)
1 INCH = 10 FEET
GRAPHIC SCALE GENERAL NOTES
1.) BOUNDARY SHOWN HEREON IS BASED ON
A
FIELD SURVEY AND RECORD DATA PER
PARCEL NO. 11659,
2.) ASSESSOR'S PARCEL NUMBER: 256- 011 -17.
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
R OMMENDED:
1L APPROVED:
GRADING PLAN FOR:
�� �OSKU
836 -838 NEPTUNE AVENUE, ENCINITAS, CA 92024
12693 -G
JES E OWEN TEVE NOWAK CHRIST HER L. MA
CITY ENGIN ER
BROWN RESIDENCE REPAIRS TO COSTAL BLUFF
` J
APN: 206 - 240 -0133
DATE DATE
PLANNING CASE NO: 10 -025 MUP CDP
SHEET 2 OF 6
IIZZ
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r
8" DIA. FIBER ROLL,
EMBEDMENT SHALL BE 2
MIN. AND 4" MAX.
(TYP.) 4" ( )
\ FLOW
4 (1
V\.3/4-x3/4" WOOD STAKES
Q 4' -0" C.C. (MAX -), (T
NOTE:
-- INSTALLATION OF FIBER ROLL IS PREFERRED
OPTION FOR EROSION CONTROL.
- EROSION CONTROL MEASURES SHALL BE
INSTALLED ALONG CONTOUR WHENEVER POSSIBLE.
- FINAL LOCATION AS DIRECTED BY GEOTECHNICAL
CONSULTANT IN FIELD.
SECTION FIBER ROLL- rEE_'�
SCALE: 1"=V-0" it
EROSION AND SEDIMENT CONTROL NOTES
TEMPORARY EROSION /SEDIMENT CONTROL, PRIOR TO COMPLETION OF FINAL IMPROVEMENTS, SHALL BE
PERFORMED BY THE CONTRACTOR OR QUALIFIED PERSON AS INDICATED BELOW:
1. ALL REQUIREMENTS OF THE CITY OF SAN DIEGO ''LAND DEVELOPMENT MANUAL, STORM WATER
STANDARDS" MUST BE INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED
GRADING /IMPROVEMENTS CONSISTENT WITH THE APPROVED STORM WATER POLLUTION PREVENTION
PLAN (SWEEP) AND /OR WATER POLLUTION CONTROL PLAN (WPCP) FOR CONSTRUCTION LEVEL BMP'S
AND FOR PERMANENT POST CONSTRUCTION TREATMENT CONTROL PERMANENT BMP'S, THE WATER
QUALITY TECHNICAL REPORT (WQTR) IF. APPLICABLE
2. FOR STORM DRAIN INLETS, PROVIDE A GRAVEL BAG SILT BASIN IMMEDIATELY UPSTREAM OF INLET
AS INDICATED ON DETAILS.
3. FOR INLETS LOCATED AT SUMPS ADJACENT TO TOP OF SLOPES, THE CONTRACTOR SHALL ENSURE
THAT WATER DRAINING TO THE SUMP IS DIRECTED INTO THE INLET AND THAT A MINIMUM OF 1.00'
FREEBOARD EXISTS AND IS MAINTAINED ABOVE THE TOP OF THE INLET. IF FREEBOARD IS NOT
PROVIDED BY GRADING SHOWN ON THESE `PLANS, THE CONTRACTOR SHALL PROVIDE IT VIA
TEMPORARY MEASURES, I.E. GRAVEL BAGS OR DIKES.
4. THE CONTRACTOR OR QUALIFIED PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF SILT AND MUD
ON ADJACENT STREET(S) AND STORM DRAIN SYSTEM DUE TO CONSTRUCTION ACTIVITY.
5. THE CONTRACTOR OR QUALIFIED PERSON SHALL CHECK AND MAINTAIN ALL LINED AND UNLINED
DITCHES AFTER EACH RAINFALL..
6. THE CONTRACTOR SHALL REMOVE SILT AND DEBRIS AFTER EACH MAJOR RAINFALL.
7. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
IMMINENT.
8, THE CONTRACTOR SHALL RESTORE ALL EROSION /SEDIMENT CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER OR RESIDENT ENGINEER AFTER EACH RUN -OFF
PRODUCING RAINFALL.
9. THE CONTRACTOR SHALL INSTALL ADDITIONAL'EROSION /SEDIMENT CONTROL MEASURES AS MAY BE
REQUIRED BY THE RESIDENT ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN
CIRCUMSTANCES, WHICH MAY ARISE.
10. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS
CONDITION.
_FIBER ROLLS TO BE OF A NATURAL FIBER
\ \ MATERIAL (I.E. JUTE) AND WILL NOT
INCORPORATE PLASTIC NETTING (SUCH AS
\ \ \ POLYFROPY %ENE, NYLON, POLYEHTYLENE, PACE FIBER ROLL EROSION CONTROL
1 BLUPOLYE\STER, R OTHER SYNTHETIC -MEASURES ALONG THE TOP & SIDES OF
FF, AS NECESSARY. FINAL INSTALLATION
FIBER T IMIWILDLIFE
\ENTANGLEMEN & PLASTIC DEBRIS MAY BE ADJUSTED BASED ON FIELD WppD
\ \ \ \ VPOL UTIpN. RECOMMENDATIONS OF PROJECT ENGINEER. SRGO
EROSION CONTROL MEASURES TO BE G
�D \N
MAINTAINED IN WORKING CONDITION FOR
V A V A 1 \ V A V DURATION OF PROJECT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS
CONDITION.
11. ALL EROSION /SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN
SHALL BE INCORPORATED HEREON. ALL EROSION /SEDIMENT CONTROL FOR INTERIM CONDITIONS SHALL
BE DONE TO THE SATISFACTION OF THE RESIDENT ENGINEER.
12. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
13, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN RAIN IS IMMINENT.
14. THE CONTRACTOR SHALL ONLY GRADE, INCLUDING CLEARING AND GRUBBING FOR THE AREAS FOR
WHICH THE CONTRACTOR OR QUALIFIED PERSON CAN PROVIDE EROSION /SEDIMENT CONTROL
MEASURES.
15. THE CONTRACTOR SHALL ARRANGE FOR WEEKLY MEETINGS DURING OCTOBER 1ST TO APRIL 30TH
FOR PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED PERSON, EROSION CONTROL SUBCONTRACTOR
IF ANY, ENGINEER OF WORK, OWNER /DEVELOPER AND THE RESIDENT ENGINEER) TO EVALUATE THE
ADEQUACY OF THE EROSION /SEDIMENT CONTROL MEASURES AND OTHER RELATED CONSTRUCTION
ACTIVITIES.
n
PLAO-E''' SA D BAG EROSION CONTROL
MEASURES, AS NECESSARY. FINAL
INSTALLATIO M1Y BE ADJUSTED
B D ON RECOMMENDATIONS
* KROJECT ENGINEER. EROSION
BERM CONTROL ME A ORES TO BE
MAINTAINED IN WORKING CONDITION
2q x GUR DURATION OF PROJECT.
r,,GONGGDOER 1J�-!
CON pND
x S - VARIES
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(N) SUMP PUMP OUTLET TO
STREET, BY OTHERS
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TOILET LOCATION
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iD z. x �� SHEET 5 COASTAL COMMISSION SPECIAL
CONDITION NOTE 9 FOR ADDITIONAL
DETAIL.
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WASHOUT LOCATION DOE
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EQUIPMENT & VEHICLES OV THE BEACH \ W \\ ! W \ j� W \ W \ \ W \ W \ \ \�\ �\ \�, _ �; N• -- 8 cp\Ac 0A 1
WILL BE THE MINIMUM SIZE)AND WEIGHT \ kt \ \ �� \ a \ wPVV
NECESSARY TO COMPLETE ttiE -5 ` ` /
PERMITTED WORK AND WILL � O T IMPACT W y W \ W \ W \ W W W W \ W \ W 221.` (N) 3" DRAIN LINE CONNECTED
�\ *\ \THE BEACH VIA COMPACTIOyL TO N 3" DRAIN INLETS TYP. .
g�OC
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02zi 1522 6'HiGN MAINTAIN MIN, 1% FALL TO (N) vo
W \`\ �\ \K �� $'Gp�G SUMP PUMP LOCATION ON N ��
v \XW `� w \. ` x N� . \ \ ID22. ID2.2. wPVV
\ \� �\ \•P� \ SOUTH SIDE OF RESIDENCE.
L0 SEA \ \ \ \ \\ \ 1 .� u, \� \ \ `�w \ X`
TARPS WILL OCED BELOWTHE VA \6 3Q V E V A\ \\ V L`
SHOTC �AS TO "W FOR CA_tGH ? 4 LEGEND
-
& DISPOAL OF EdECMATERIAL OFF \ \ \ \y` y\ \ \ \ \ \ \ \ \ \ DPLU659 BROW DITCH
SITE. �jj�� � \ � V A \ V V � \ \ \ \ \ \ V A � \ �
C c3 \ \ \ \ V A DIRECTION OF LOT DRAINAGE —�
NO CONSTRUCTION BYPRODUCT WILL BE �\ ry \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ MATERIAL & WASTE MANAGEMENT CONTROL BMWs.
ALLOWED ONTO THE SANDY BEACH �� A A - \ A \\ V A\ \\ \ \ \\ \\ \ \L WM -1 MATERIAL DELIVERY & STORAGE
AND /OR ALLOWED TO ENTER INTO \ \ \ \ \ \ \ \ \ \
COASTAL WATERS. ALL CONSTRUCTION \ \ \ \ \ \ \ \ \ \ \ \ WM -4 SPILL PREVENTION AND CONTROL
BYPRODUCT SHALL BE PROPERLY /- SC -1 \ \ \ \ \ \ \ \ \ \ \
COLLECTED AND DISPOSED OF OFF -SITE. r \ \ \ \ \ \ \ \ \ WM -8 CONCRETE WASTE MANAGEMENT
\ \ \ \RLAC� SILT\ FENCE \ EROSION\ CO)dTROL MEASURES WM -5 SOLID WASTE MANAGEMENT
\ \ ALONG \\THE \\TOP OF \(E) - EAWALL, AS NECESSARY.
\ FINAL A TAUT& M\AY BE ADJUSTED BASED ON FIELD WM -9 SANITARY WASTE MANAGEMENT
\\ RPOWMKDATJIONS\ OF PROJECT ENGINEER. EROSION
\ \ CIT�OL 'MEASURES TO BE MAINTAINED IN WORKING TEMPORARY RUNOFF CONTROL BMP's:
\ \ C NDITfON FOR DURATION OF PROJECT.
V A� SC -1 SILT FENCE
SC -5 FIBER ROLL
STAGING
SCALE: 1"=10'
0 5 10 20 30
1 INCH - 10 FEET
GRAPHIC SCALE
SC -6 GRAVEL BAGS CP
SC -7 STREET SWEEPING AND VACUUMING, T.B.D.
SC -10 STORM DRAIN INLET PROTECTION, T.B.D.
EROSION CONTROL_9 STORM WATER POLLUTION PREVENTION PLAN
LOW IMPACT DEVELOPMENT BMP's:
LID 2.2.1 CONSERVATION OF NATURAL DRAINAGES, WELL
DRAINED SOILS AND SIGNIFICANT VEGETATION
j'3 LID 2.2.2 MINIMIZE DISTURBANCES TO NATURAL DRAINAGES
LID 223, MIINIMIZE AND DISCONNECT IMPERVIOUS SURFACES
LID 22 MINIMIZE SOIL COMPACTION
/ GpNG 26,
Y/
WM 20'
cV
i
S�NG
EpS GpNC
1�
1B59
?\t`
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00-
JOINTS IN FILTER FABRIC SHALL- BE SPLICED
AT POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS.
pG
Q PJ\NG
y, GpNG� (5ER
NND
5
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n_
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2 "x2" BY 14 Go. WIRE OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
FLOW
6' -0° (MAX.) I I MINIMUM 4"x4" TRENCH
C / 1
H / BACKFILL TRENCH WITH
NATIVE SOIL OR 3/4 " -1.5"
)ST SPACING MAY BE INCREASED WASHED GRAVEL
) 8' IF WIRE BACKING IS USED
OTE: 2"x2" WOOD POSTS, STEEL FENCE
EROSION CONTROL MEASURES SHALL BE POSTS, REBAR, OR EQUIVALENT
STALLED ALONG CONTOUR WHENEVER POSSIBLE.
ALT. SECTION -SILT FENCE EROSION CONTROI
SCALE: 1"=V-0"
z
0
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0
CHANGE NO. DESCRIPTION APPROVED DATE UtSlUNtU by: UKAINN UY: UHLUKLU by: BENCHMARK AS -BUILT APPROVALS _ JWN JWN RDM ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
INT DATE PLANS PREPARED UNDER SUPERVISION OF REC MMENDED:APPROVED: GRADING PLAN FOR:
DESCRIPTION: BENCHMARK ENC -004 -- — _
LOCATION: 4.5'WEST CURB WEST SIDE OF PUBLIC WORKS DATE: 11/20/17 ,1 836 -838 NEPTUNE AVENUE ENCINITAS CA 92024
RAINTREE DRIVE IN CURVE KNUCKLE ROBERT D. MAHONY DATE PLANNING j% JES O NS /S E NOWAK CHRIST HE L. MAG SKU ' 12693 -G
RECORD FROM: CITY ENCINITAS SURVEY CTRL -- l \ R.C.E. NO.: 16459 J CITY ENG NEER BROWN RESIDENCE REPAIRS TO COSTAL BLUFF
ELEVATION: 67.639 DATUM: NAVD88 REVIEWER — Q 1� � G��7 APN: 206- 240 -0133
CITY ENGINEER DATE INSPECTOR ROBERT D. MA EXP.: 6/30/19 DATE� - DATE PLANNING CASE NO: 10 -025 MUP CDP SHEET 4 OF 6
W
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GENERAL NOTES:
1. DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH
2013 CBC, AS AMENDED BY STATE OF CALIFORNIA, COUNTY,
AND CITY OF ENCINITAS CODES AND ORDINANCES.
2. ALL DIMENSIONS, CONDITIONS AND LOCATION OF FACILITIES TO
BE VERIFIED AND DETERMINED IN FIELD.
3. EXACT LOCATION AND EXTENT OF PROPOSED BLUFF STABILIZATION
PROJECT CAN BE ADJUSTED AS FIELD CONDITIONS REQUIRE AT
TIME OF CONSTRUCTION.
4. ALL EXPOSED STEEL, IF ANY, SHALL BE GALVANIZED OR COATED
WITH CORROSION INHIBITING PAINT.
TIEBACK HEADS TO BE COMPLETELY COATED WITH EPDXY GROUT
OR CONCRETE.
5. REINFORCED CONCRETE SHALL HAVE COMPRESSIVE STRENGTH
AT 28 DAYS:
— SEAWALL SHOTCRETE SCULPT: f'c =5,000 PSI
— CONCRETE SLAB —ON —GRADE OF f'c =4,000 PSI
USE CEMENT TYPE V, SULFATE RESISTANT CEMENT.
MAXIMUM WATER— CEMENTITIOUS MATERIAL RATIO, BY WEIGHT,
NORMAL WEIGHT CONCRETE, TO BE OF 0.32 (0.48, f'c =4,000 PSI).
6. REINFORCING STEEL SHALL CONFORM TO ASTM A615,
GRADE 60 FOR #4 BARS AND ABOVE.
ALL REBAR TO BE EPDXY COATED.
7. STEEL MEMBERS, IF ANY, SHALL BE:
— ALL WIDE FLANGE STEEL MEMBERS SHALL CONFORM TO
ASTM A572, GRADE 50,
— MISCELLANEOUS CHANNELS, ANGLES, AND PLATES SHALL
CONFORM TO ASTM A36.
8. SECTION AT CONSTRUCTION JOINT (C.J.), IF ANY, MAKE ROUGH
AND FORM KEY.
9. REINFORCEMENT COVER (2010 CBC SEC. 1907.7.1):
— CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED
TO EARTH SHALL HAVE MINIMUM 3" CONCRETE COVER,
— CONCRETE EXPOSED TO EARTH OR WEATHER SHALL HAVE
MINIMUM 2" CONCRETE COVER FOR #6 BARS AND ABOVE,
1 1/2" FOR #5 BARS AND BELOW.
10. SPLICES OF REBAR TO BE CLASS (B) SPLICE.
IF SHOTCRETE METHOD IS GOING TO BE UTILIZED,
LAP SPLICES OF REINFORCING BARS IN SHOTCRETE SHALL
BE BY NON— CONTACT LAP SPLICE METHOD WITH AT LEAST
2" CLEARANCE BETWEEN BARS (2010 CBC SEC. 1913.4.3).
11. NEW SHOTCRETE WALL /FACING SHALL BE MOTTLED TAN IN COLOR
AND NATURAL IN TEXTURE TO MATCH EXPOSED BLUFF MATERIALS
AND TO SATISFY CITY AESTHETIC APPEARANCE POLICY.
12. EPDXY ADHESIVE TO BE "SET —XP" BY SIMPSON STRONG —TIE
COMPANY, INC., ESR -2508, OR EQUAL.
CONCRETE / GROUT PATCH, IF ANY, SHALL BE APPROVED
HIGH STRENGTH CEMENT BASED COMPOUND.
13. ALL RETROFIT HARDWARE, IF ANY, TO BE BY SIMPSON
STRONG —TIE COMPANY, INC., OR EQUAL.
15. CONSTRUCTION DOCUMENTS SHALL BE REVIEWED, AND GEOTECHNICAL
ASPECTS OF CONSTRUCTION SHALL BY PERIODICALLY OBSERVED BY
SOIL ENGINEER OF RECORD: SOIL ENGINEERING CONSTRUCTION, INC.
16. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS
OF ALL REFERENCED REPORT(S).
STATEMENT OF SPECIAL INSPECTIONS
(2013 CBC SEC. 1704)
— STATEMENT OF SPECIAL INSPECTIONS, 2010 CBC, WILL BE
SUBMITTED TO CITY OF ENCINITAS DEVELOPMENT SERVICES.
— CONCRETE: f'c =4,000 PSI, W/C RATIO =0.32,
TYPE V SULFATE RESISTANT CEMENT.
LAB TESTING OF CONCRETE SPECIMENS IS REQUIRED
(PER TABLE 1704.4).
ENGINEER OF RECORD TO RECEIVE SPECIAL INSPECTIONS
NOTICES.
— SOILS SPECIAL INSPECTIONS SHALL BE PERFORMED BY
REGISTERED DESIGN PROFESSIOCAL IN RESPONSIBLE CHARGE
(SOILS ENGINEER OR GEOTECHNICAL ENGINEER OF RECORD),
WHO HAS PREPARED APPROVED GEOTECHNICAL INVESTIGATION
REPORT.
1. UPON CONCLUSION OF CONSTRUCTION, SOIL ENGINEER
WILL PREPARE SUMMARY LETTER OF HIS OBSERVATIONS RELATIVE
TO THE COASTAL BLUFF REPAIR PROJECT, DOCUMENTING THE
AS —BUILT CONSTRUCTION CONDITIONS.
— SPECIAL INSPECTOR MUST BE CERTIFIED BY CITY OF
ENCINITAS, DEVELOPMENT SERVICES, IN CATEGORY OF WORK
REQUIRED TO HAVE SPECIAL INSPECTION.
— CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE
APPROVED BY CITY OF ENCINITAS, DEVELOPMENT SERVICES,
FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND
EQUIPMENTS.
— PROPERTY OWNER'S FINAL REPORT FORM FOR WORK
REQUIRED TO HAVE SPECIAL INSPECTIONS, TESTING 'AND
STRUCTURAL OBSERVATIONS MUST 'BE COMPLETED BY PROPERTY
OWNER, PROPERTY OWNER'S AGENT OR RECORD, ARCHITECT
OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO
SPECIAL SERVICES DIVISION.
— SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION
TO, AND NOT SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED
TO BE PERFORMED BY CITY BUILDING INSPECTOR.
NOTES: 1
1. PHOTO SIMILATION OF SCULPTED SEA WALL FACING PROVIDED BY REVISED
LANDSCAPE
PLANS DATED 5 -24 -2011 (BY OTHERS).
2. PRE -SLIDE EXISTING TOP OF BLUFF EDGE APPROXIMATELY 41' - 43' FROM
EXISTING BUILDING
PER RECORDED PARCEL MAP 11689.
3. MAXIMUM HEIGHT OF SEA WALL IS 28' AMSL PER UPDATED SURVEY BY
SPENCER- LUEYADATED
6 -1 -2011 AND SUBMITTED TO CITY OF ENCINITAS 6 -2 -2011.
B.
4. "SEE SECTION 2.3.1 ON PAGE 1 ON THE CONSENT ORDER CCC- 09- CD -05,
DATED
SEPTEMBER 9, 2009" REGARDING THE REMOVAL PLAN WHICH STATES: REMOVE
ALL PORTION OF THE DECK ON THE SUBJECT PROPERTY THAT ARE WITHIN
FIVE FEET OF THE TOP EDGE OF THE BLUFF.
5. "SEE SECTION
C. ON PAGE 7 ON THE CONSENT ORDER CCC- 09- CD -05,
DATED
SEPTEMBER 9, x009" REGARDING THE EROSION CONTROL PLAN STATES:
THE PERMANENT EROSION CONTROL PLAN SHALL BE PREPARED BY A
QUALIFIED, ACCf-PTABLE, LICENSES LANDSCAPE ARCHITECT OR RESOURCE
SPECIALIST ( "LANDSCAPE SPECIALIST ") AND INCLUDE A MAP SHOWING THE
TYPE, SIZE, AND LOCATION OF ALL PLANT MATERIALS THAT WILL
BE PLANTED IN THE BLUFF PLANTING AREA. ALL INVASIVE AND NON- NATIVE
PLANTS TO BE REMOVED FROM THE BLUFF PLANTING AREA. THE TOPOGRAPHY
OF THE SITE, ALL OTHER LANDSCAPE FEATURES, AND A SCHEDULE FOR
INSTALLATION OF PLANTS AND REMOVAL OF INVASIVE PLANTS, SUCH PLANTING
PROCEDURES MAY SUGGEST THAT PLANTING WOULD BEST OCCUR DURING A
PARTICULAR TIME OF THE YEAR. IF SO, AND IF THIS NECESSITATES A CHANGE
IN THE PLANTING SCHEDULE, THE 14 -DAY DEADLINE TO IMPLEMENT THE
LANDSCAPING PLAN IN SECTION,1.4(G) MAY BE EXTENDED AS PROVIDED UNDER
THE PROVISIONS OF SECTIOIN -X HEREIN.
6. AB CHANCE
HELICAL ANCHORS
INSTALLED
UNDER
PERMIT
EP 6-
96- -82 -0,
ISSUED JULY
30, 1996 (FAILED),
TO BE
REMOVED
UNDER
THIS
PERMIT.
7. ESTIMATED PRE - LANDSLIDE SLOPE GRADIENT WAS 1.04:1. ESTIMATED CURRENT
RE- COMPACTED SLOPE GRADIENT AS OF FEBRUARY 2015 IS 1.66:1.
T
COASTAL COMMISSION
SPECIAL CONDITIONS:
THIS PERMIT IS9 *GRANTED SUBJECT TO THE FOLLOWING SPECIAL CONDITIONS:
1. REVISED FINAL PLANS. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND
WITHIN 180 DAYS OF COMMISSION ACTION ON THIS CDP, THE APPLICANTS
SHALL SUBMIT FOR REVIEW AND WRITTEN APPROVAL OF THE EXECUTIVE
DIRECTOR, FINAL PLANS FOR THE PROPOSED DEVELOPMENT THAT ARE IN
SUBSTANTIAL CONFORMANCE WITH THE SUBMITTED PLANS DATED MARCH 30,
2015 BY CONSTRUCTION TESTING & ENGINEERING, INC., THAT HAVE BEEN
APPROVED BY THE CITY OF ENCINITAS, AND THAT HAVE BEEN REVISED TO
INCLUDE THE FOLLOWING DETAILS AND REQUIREMENTS:
A. SUFFICIENT DETAIL REGARDING THE CONSTRUCTION METHOD & TECHNOLOGY
UTILIZED FOR TEXTURING & COLORING THE SEAWALL. SAID PLANS SHALL
CONFORM TO, AND BE OF SUFFICIENT DETAIL TO VERIFY, THAT THE
SEAWALL CLOSELY MATCHES THE ADJACENT COLOR & TEXTURE OF THE
NATURAL BLUFFS, INCLUDING PROVISION OF A COLOR BOARD FOR THE
MATERIAL.
B. ANY EXISTING PERMANENT IRRIGATION SYSTEM LOCATED ON THE BLUFF TOP
OF THE SUBJECT PROPERTY SHALL BE REMOVED PRIOR TO CONSTRUCTION.
EVIDENCE OF REMOVAL OF THE IRRIGATION SYSTEM SHALL BE SUBMITTED
WITHIN 30 DAYS OF THE REMOVAL.
C. ALL RUNOFF FROM IMPERVIOUS SURFACES ON THE TOP OF THE BLUFF
SHALL BE COLLECTED & DIRECTED AWAY FROM THE BLUFF EDGE TOWARDS
THE STREET AND INTO THE CITY'S STORMWATER COLLECTION SYSTEM.
D. EXISTING ACCESSORY IMPROVMENTS (I.E. DECKS, PATIOS, WALLS,
WINDSCREENS, ETC.) LOCATED ON THE BLUFF TOP PROPERTY SHALL BE
DETAILED & DRAWN TO SCALE ON THE FINAL APPROVED SITE PLAN &
SHALL INCLUDE MEASUREMENTS OF THE DISTANCE BETWEEN THE
ACCESSORY IMPROVEMENTS & THE RECONSTRUCTED BLUFF EDGE TAKEN AT
THREE OR MORE LOCATIONS. THE LOCATIONS FOR THESE MEASUREMENTS
SHALL BE IDENTIFIED THROUGH PERMANENT MARKERS, BENCHMARKS,
SURVEY POSITION, WRITTEN DESCRIPTION, OR OTHER METHOD THAT ENABLES
ACCURATE DETERMINATION OF LOCATION OF ALL STRUCTURES ON THE SITE.
THE PLANS SHALL INDICATE THAT THE EXISTING ACCESSORY IMPROVEMENTS
ARE NOT ENTITLED TO PROTECTION FROM THE PROPOSED SHORELINE
ARMORING. ANY EXISTING ACCESSORY STRUCTURES LOCATED WITHIN FIVE
FEET OF THE RECONSTRUCTED BLUFF EDGE SHALL BE REMOVED. ANY NEW
PLEXIGLAS OR OTHER WALL SHALL BE DETAILED ON THE FINAL PLANS &
SHALL BE NON- CLEAR, TINTED, FROSTED OR INCORPORATE OTHER
ELEMENTS TO INHIBIT BIRD STRIKES.
THE PERMITTEES SHALL UNDERTAKE THE DEVELOPMENT IN ACCORDANCE WITH
THE APPROVED PLANS. ANY PROPOSED CHANGES TO THE APPROVED PLANS
SHALL BE REPORTED TO THE EXECUTIVE DIRECTOR. NO CHANGES TO THE PLANS
SHALL OCCUR WITHOUT A COASTAL COMISSION APPROVED AMENDMENT TO THIS
COASTAL DEVELOPMENT PERMIT UNLESS THE EXECUTIVE DIRECTOR DETERMINES
THAT NO AMENDMENT IS LEGALLY REQUIRED.
2. FINAL LANDSCAPE PLANS. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION &
WITHIN 180 DAYS OF COMMISSION ACTION `ON THIS CDP, THE APPLICANT SHALL
SUBMIT FOR REVIEW & WRITTEN APPROVAL OF THE EXECUTIVE DIRECTOR, FINAL
LANDSCAPE PLANS FOR THE LANDSCAPING ON THE COASTAL BLUFF THAT ARE
IN SUBSTANTIAL CONFORMANCE WITH THE SUBMITTED PLANS DATED JUNE 12,
2012 & JULY 15, 2012 BY GEORGE MERCER ASSOCIATES LANDSCAPE
ARCHITECTURE, THAT HAVE BEEN APPROVED BY THE CITY OF ENCINITAS &
THAT HAVE BEEN REVISED TO INCLUDE THE FOLLOWING DETAILS &
REQUIREMENTS:
ALL EXISTING NON- NATIVE PLANT SPECIES ON THE BLUFF FACE SHALL BE
REMOVED PRIOR TO PLANTING OF NEW VEGETATION.
ONLY DROUGHT TOLERANT NATIVE PLANT MATERIALS MAY BE PLANTED ON
THE SUBJECT PROPERTY. NO PLANT SPECIES LISTED AS PROBLEMATIC
AND /OR INVASIVE BY THE CALIFORNIA NATIVE PLANT SOCIETY, THE
CALIFORNIA INVASIVE PLANT COUNCIL, OR AS MAY BE IDENTIFIED FROM
TIME TO TIME BY THE STATE OF CALIFORNIA SHALL BE EMPLOYED OR
ALLOWED TO NATURALIZE OR PERSIST ON THE SITE. NO PLANT SPECIES
LISTED AS 'NOXIOUS WEED' BY THE STATE OF CALIFORNIA OR THE U.S.
FEDERAL GOVERNMENT SHALL BE PLANTED WITHIN THE PROPERTY.
ALL IRRIGATION ON THE BLUFF FACE SHALL BE CAPPED WITHIN 36 MONTHS
OF PLANTING & THE APPLICANT SHALL AGREE NOT TO UNDERTAKE ANY
ADDITIONAL IRRIGATION 36 MONTHS AFTER PLANTING.
ALL APPROVED LANDSCAPING SHALL BE COMPLETED WITHIN 1 YEAR OF
COMMISSION ACTION ON THIS PERMIT.
THE APPLICANT SHALL SUBMIT, FIVE YEARS FROM THE DATE OF
COMMISSION ACTION ON THIS COASTAL DEVELOPMENT PERMIT (MARCH 9,
2021), FOR REVIEW & WRITTEN APPROVAL OF THE EXECUTIVE DIRECTOR, A
LANDSCAPE MONITORING REPORT, PREPARED BY A LICENSED LANDSCAPE
ARCHITECT OR QUALIFIED RESOURCE SPECIALIST, THAT CERTIFIES THE
ON -SITE LANDSCAPING IS IN CONFORMANCE WITH THE LANDSCAPE PLAN
APPROVED PURSUANT TO THIS SPECIAL CONDITION. THE MONITORING
REPORT SHALL INCLUDE PHOTOGRAPHIC DOCUMENTATION OF PLANT SPECIES
& PLANT COVERAGE & SHALL DOCUMENT THAT THE IRRIGATION ON THE
BLUFF FACE HAS BEEN CAPPED OR REMOVED. THIS REQUIREMENT SHALL BE
INCORPORATED IN THE LANDSCAPE PLAN, PURSUANT TO THIS SPECIAL
CONDITION 2.
IF THE LANDSCAPE MONITORING REPORT INDICATES THAT THE LANDSCAPING
HAS FAILED TO SUCCESSFULLY COVER THE ENTIRETY OF THE GRAVEL ON
THE BLUFF FACE, THE PERMITTEES SHALL SUBMIT A REVISED OR
SUPPLEMENTAL LANDSCAPE PLAN FOR REVIEW & WRITTEN APPROVAL OF
THE EXECUTIVE DIRECTOR. THE REVISED LANDSCAPING PLAN MUST BE
PREPARED BY A LICENSED LANDSCAPE ARCHITECT OR RESOURCE SPECIALIST
& SHALL SPECIFY MEASURES TO REMEDIATE THOSE PORTIONS OF THE
ORIGINAL PLAN THAT HAVE FAILED OR ARE NOT IN CONFORMANCE WITH
THE ORIGINAL APPROVED PLAN. THE LANDSCAPE MONITORING REPORT MAY
BE SUBMITTED SEPARATELY OR BE INCLUDED AS PART OF THE SHORELINE
ARMORING MONITORING REPORTS REQUIRED PURSUANT TO SPECIAL
CONDITION 8 OF THIS PERMIT.
THE PERMITTEES SHALL UNDERTAKE THE DEVELOPMENT IN ACCORDANCE WITH
THE APPROVED FINAL PLANS. ANY PROPOSED CHANGES TO THE APPROVED
PLANS SHALL BE REPORTED TO THE EXECUTIVE DIRECTOR. NO CHANGES TO
THE PLANS SHALL OCCUR WITHOUT A COASTAL COMMISSION APPROVED
AMENDMENT TO THIS COASTAL DEVELOPMENT PERMIT UNLESS THE EXECUTIVE
DIRECTOR DETERMINES THAT NO AMENDMENT IS LEGALLY REQUIRED.
9. STORAGE & STAGING AREAS /ACCESS CORRIDORS. PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION & WITHIN 180 DAYS OF COMMISSION ACTION
ON THIS CDP, THE APPLICANTS SHALL SUBMIT TO THE EXECUTIVE DIRECTOR
FOR REVIEW & WRITTEN APPROVAL, FINAL PLANS INDICATING THE LOCATION OF
ACCESS CORRIDORS TO THE CONSTRUCTION SITE & STAGING AREAS. THE FINAL
PLANS SHALL INDICATE THAT:
NO OVERNIGHT STORAGE OF EQUIPMENT OR MATERIALS SHALL OCCUR ON
SANDY BEACH OR PUBLIC PARKING SPACES. DURING THE CONSTRUCTION
STAGES OF THE PROJECT, THE PERMITTEES SHALL NOT STORE ANY
CONSTRUCTION MATERIALS OR WASTE WHERE IT WILL BE OR COULD
POTENTIALLY BE SUBJECT TO WAVE EROSION & DISPERSION. IN ADDITION,
NO MACHINERY SHALL BE PLACED, STORED OR OTHERWISE LOCATED IN THE
INTERTIDAL ZONE AT ANY TIME, EXCEPT FOR THE MINIMUM NECESSARY TO
INSTALL THE LANDSCAPING & AESTHETICALLY TREAT THE SEAWALL.
CONSTRUCTION EQUIPMENT SHALL NOT BE WASHED ON THE BEACH OR
WITHIN PUBLIC PARKING LOTS.
B. WORKER ACCESS CORRIDORS SHALL BE LOCATED IN A MANNER THAT HAS
THE LEAST IMPACT ON THE PUBLIC ACCESS TO & ALONG THE SHORELINE.
C NO WORK AUTHORIZED BY THIS CDP SHALL OCCUR ON THE BEACH ON
WEEKENDS, HOLIDAYS OR FROM MEMORIAL DAY WEEKEND THROUGH LABOR
DAY OF ANY YEAR. ,
D. THE APPLICANTS SHALL SUBMIT EVIDENCE THAT THE APPROVED PLANS &
PLAN NOTES HAVE BEEN INCORPORATED INTO CONSTRUCTION BID
DOCUMENTS. THE APPLICANTS SHALL REMOVE ALL CONSTRUCTION
MATERIALS /EQUIPMENT FROM THE STAGING SITE & RESTORE THE STAGING
SITE TO ITS PRIOR —TO— CONSTRUCTION CONDITION WITHIN 24 HOURS
FOLLOWING COMPLETION OF THE DEVELOPMENT.
THE PERMITTEES SHALL UNDERTAKE THE DEVELOPMENT IN ACCORDANCE WITH
THE APPROVED FINAL PLANS. ANY PROPOSED CHANGES TO THE APPROVED
PLANS SHALL BE REPORTED TO THE EXECUTIVE DIRECTOR. NO CHANGES TO
THE PLANS SHALL OCCUR WITHOUT A COASTAL COMMISSION APPROVED
AMENDMENT TO THIS COASTAL DEVELOPMENT PERMIT UNLESS THE EXECUTIVE
DIRECTOR DETERMINES THAT NO AMENDMENT IS LEGALLY REQUIRED.
10. WATER QUALITY - -BEST MANAGEMENT PRACTICES. PRIOR TO THE COMMENCEMENT
OF CONSTRUCTION & WITHIN 180 DAYS OF COMMISSION ACTION ON THIS CDP,
THE APPLICANTS SHALL SUBMIT TO THE EXECUTIVE DIRECTOR FOR REVIEW &
WRITTEN APPROVAL, A BEST MANAGEMENT PLAN THAT EFFECTIVELY ASSURES NO
CONSTRUCTION BYPRODUCT WILL BE ALLOWED ONTO THE SANDY BEACH AND /OR
ALLOWED TO ENTER INTO COASTAL WATERS. ALL CONSTRUCTION BYPRODUCT
SHALL BE PROPERLY COLLECTED & DISPOSED OF OFF —SITE.
THE APPLICANTS SHALL UNDERTAKE THE DEVELOPMENT IN ACCORDANCE WITH
THE APPROVED PLAN. ANY PROPOSED CHANGES TO THE APPROVED PLAN SHALL
BE REPORTED TO THE EXECUTIVE DIRECTOR. NO CHANGES TO THE PLAN SHALL
OCCUR WITHOUT A COASTAL COMMISSION APPROVED AMENDMENT TO THIS
COASTAL DEVELOPMENT PERMIT UNLESS THE EXECUTIVE DIRECTOR DETERMINES
THAT NO AMENDMENT IS LEGALLY REQUIRED.
11. CONSTRUCTION SITE DOCUMENTS & CONSTRUCTION COORDINATOR. DURING ALL
CONSTRUCTION:
A. COPIES OF THE SIGNED COASTAL DEVELOPMENT PERMIT & THE APPROVED
CONSTRUCTION PLAN SHALL BE MAINTAINED IN A CONSPICUOUS LOCATION
AT THE CONSTRUCTION JOB SITE AT ALL TIMES, & SUCH COPIES SHALL BE
AVAILABLE FOR PUBLIC REVIEW ON REQUEST. ALL PERSONS INVOLVED WITH
THE CONSTRUCTION SHALL BE BRIEFED ON THE CONTENT & MEANING OF
THE COASTAL DEVELOPMENT PERMIT & THE APPROVED CONSTRUCTION PLAN,
& THE PUBLIC REVIEW REQUIREMENTS APPLICABLE TO THEM, PRIOR TO
COMMENCEMENT OF CONSTRUCTION.
B. A CONSTRUCTION COORDINATOR SHALL BE DESIGNATED TO BE CONTACTED
DURING CONSTRUCTION SHOULD QUESTIONS ARISE REGARDING THE
CONSTRUCTION (IN CASE OF BOTH REGULAR INQUIRIES & EMERGENCIES).
THE COORDINATOR SHALL BE AVAILABLE 24 HOURS A DAY FOR THE
DURATION OF CONSTRUCTION. CONTACT INFORMATION, INCLUDING STREET
ADDRESS, PHONE NUMBER, & EMAIL ADDRESS SHALL BE CONSPICUOUSLY
POSTED AT THE JOB SITE WHERE SUCH CONTACT INFORMATION IS READILY
VISIBLE FROM PUBLIC VIEWING AREAS, ALONG WITH AN INDICATION THAT
THE CONSTRUCTION COORDINATOR SHOULD BE CONTACTED IN THE CASE OF
QUESTIONS REGARDING THE CONSTRUCTION (IN CASE OF BOTH REGULAR
INQUIRIES & EMERGENCIES). THE CONSTRUCTION COORDINATOR SHALL
RECORD THE NAME, PHONE NUMBER, & NATURE OF ALL COMPLAINTS
RECEIVED REGARDING THE CONSTRUCTION, & SHALL INVESTIGATE
COMPLAINTS & TAKE REMEDIAL ACTION, IF NECESSARY, WITHIN 72 HOURS
OF RECEIPT OF THE COMPLAINT OR INQUIRY.
CONTACT INFORMATION: CONSTRUCTION COORDINATOR — JOHN NIVEN, SOIL
ENGINEERING CONSTRUCTION, INC., 560 N. HWY 101, STE. 5, ENCINITAS,
CA, 92024, PHONE (760) 801-6079, EMAIL:
JWN@ SOILENGINEERINGCONSTRUCTION.COM
12. AS —BUILT PLANS. WITHIN 60 DAYS OF COMPLETION OF CONSTRUCTION, UNLESS
THE EXECUTIVE DIRECTOR GRANTS AN EXTENSION FOR GOOD CAUSE, THE
PERMITTEES SHALL SUBMIT TWO COPIES OF AS —BUILT PLANS, APPROVED BY
THE CITY OF ENCINITAS, SHOWING ALL DEVELOPMENT COMPLETED PURSUANT TO
THIS COASTAL DEVELOPMENT PERMIT; ALL PROPERTY LINES; & ALL RESIDENTIAL
DEVELOPMENT INLAND OF THE RESIDENCE. THE AS —BUILT PLANS SHALL BE
SUBSTANTIALLY CONSISTENT WITH THE APPROVED REVISED PROJECT PLANS
DESCRIBED IN SPECIAL CONDITION 1 ABOVE, INCLUDING PROVIDING FOR ALL
THE SAME REQUIREMENTS SPECIFIED IN THOSE PLANS, & SHALL ACCOUNT FOR
ALL THE PARAMETERS OF SPECIAL CONDITION 8 (MONITORING & REPORTING).
THE AS —BUILT PLANS SHALL INCLUDE GRAPHIC SCALE & ALL ELEVATION(S)
SHALL BE DESCRIBED IN RELATION TO NATIONAL GEODETIC VERTICAL DATUM
(NGVD). THE AS —BUILT PLANS SHALL INCLUDE COLOR PHOTOGRAPHS (IN HARD
COPY & .JPG OR OTHER ELECTRONIC FORMAT) THAT CLEARLY SHOW ALL
COMPONENTS OF THE AS —BUILT PROJECT, & THAT ARE ACCOMPANIED BY A
SITE PLAN THAT NOTES THE LOCATION OF EACH PHOTOGRAPHIC VIEWPOINT &
THE DATE & TIME OF EACH PHOTOGRAPH. AT A MINIMUM, THE PHOTOGRAPHS
SHALL BE FROM REPRESENTATIVE VIEWPOINTS FROM THE BEACHES LOCATED
DIRECTLY UPCOAST, DOWNCOAST, & SEAWARD OF THE PROJECT SITE. THE
AS —BUILT PLANS SHALL BE SUBMITTED WITH CERTIFICATION BY A LICENSED
CIVIL ENGINEER WITH EXPERIENCE IN COASTAL STRUCTURES & PROCESSES,
ACCEPTABLE TO THE EXECUTIVE DIRECTOR, VERIFYING THAT THE SHORELINE
ARMORING HAS BEEN CONSTRUCTED IN CONFORMANCE WITH THE APPROVED
FINAL PLANS.
NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY: CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO_.
JWN
JWN RUM
DESCRIPTION: BENCHMARK ENC -004
LOCATION: 4.5' WEST CURB WEST SIDE OF
RAINTREE DRIVE IN CURVE KNUCKLE
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 11!20/17
R.C.E. NO.: 16459
ROBERT D. MA NY EXP.: 6/30/19
RE MME D. APPROVED:
JE E WENS /STEVE NOWAK CHRIST PHER L. MA OSKU
CITY ENGINE �R�
L a ���i7
DATE DATE
GRADING PLAN FOR:
836 -838 NEPTUNE AVENUE, ENCINITAS, CA 92024
BROWN RESIDENCE REPAIRS TO COSTAL BLUFF
APN: 206 - 240 -0133
PLANNING CASE NO: 10-025 MUP CDP
12693 -G
-
PUBLIC WORKS
F
ROBERT D. MAHONY DATE
PLANNING
r— -
RECORD FROM: CITY ENCINITAS SURVEY CTRL
ELEVATION: 67.639 DATUM: NAVD88
REVIEWER
CITY ENGINEER DATE
_
INSPECTOR
SHEET 5 OF 6
9'
kA
N