LDEV-013567-2020 (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 TITLED "REQUEST FOR EMERGENCY COASTAL DEVELOPMENT PERMIT, 736
NEPTUNE AVENUE," PREPARED BY TERRACOSTA CONSULTING GROUP, INC, DATED AUGUST 13, 2020,
PROJECT #1845-01, 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 LDEV-013567-2020 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
MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED, AND FILL SHALL BE PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN
COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE A SMOOTH
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
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.
18. IF DAMAGE OCCURS TO CITY PROPERTY DURING CONSTRUCTION, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL REPAIRS. ANY AND ALL REPAIRS SHALL BE MADE TO THE SPECIFICATION OF
PARKS & RECREATION. THE CONTRACTOR MUST ENSURE THEY HAVE AND UNDERSTAND THE
SPECIFICATIONS BEFORE THEY COMMENCE REPAIRS. THE REPAIR WILL BE INSPECTED AND TESTED,
THEN EITHER ACCEPTED OR DENIED BY A PARKS & RECREATION REPRESENTATIVE.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PAUL MCKEE (JC BALDWIN CONSTRUCTION)
AT (760) 809-0679, 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.
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/BMP.
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.
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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.
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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-1 8.
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.
EReSlepi eE)NT-RE)b PURPE)SES. EReSIE)N 66 1ALL BE PREVENTEB BY PLANTING FAST GRE)WING ANNUAL ANB PERENNIAL
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.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - 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.
4. A PARKS & RECREATION REPRESENTATIVE MUST BE NOTIFIED OF WHEN CONSTRUCTION WILL OCCUR PRIOR TO ANY
GROUNDBREAKING. A PARKS & RECREATION REPRESENTATIVE MAY BE PRESENT ON SITE AT TIMES DURING
CONSTRUCTION, CONDUCTING INSPECTIONS.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4,420 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 4,420 SQFT
DECREASE IN IMPERVIOUS AREA: 0 SQFT
IMPERVIOUS AREA REPLACED: 0 SQFT
FIELD OPERATIONS
John Ugrob 1/13/2021
SIGN
DATE
PLANNING DIVISION
KCrt A. C ocLv�
1!14!,21
IDL`\11
OWNER
LESLIE C. BURG TESTAMENTARY TRUST, JUNE 1, 2001
AND PATRICIA J. BURG 2003 REVOCABLE LIVING
TRUST, PATRICIA J. BURG, TRUSTEE (BOTH TRUSTS)
3666 LONGRIDGE AVENUE, SHERMAN OAKS, CA 91423
PHONE: (818) 788-3319
SITE ADDRESS
736 NEPTUNE AVENUE, ENCINITAS, CA
APN: 256-021-07-00
LEGAL DESCRIPTION
NORTH 50 FEET OF LOT TWO, BLOCK 11, SOUTH COAST PARK NO
ACCORDING TO MAP THEREOF NO. 1859, FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 2
1925.
ALSO THAT PORTION OF BLOCK "D" OF SOUTH COAST PARK NO.
IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
ACCORDING TO MAP THEREOF NO. 1859, FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 2
1925, LYING WESTERLY OF SAID LOT 2 BETWEEN THE WESTERLY
PROLONGATION OF THE NORTH LINE OF LOT 2 AND THE SOUTH
LINE OF THE NORTH 50 FEET OF LOT 2, EXTENDED TO THE MEAN
HIGH TIDE LINE OF THE PACIFIC OCEAN. EXCEPTING THEREFROP
THAT PORTION, IF ANY, HERETOFORE OR NOW LYING BELOW THI
MEAN HIGH TIDE LINE OF THE PACIFIC OCEAN.
OWNER'S CERTIFICATE
HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEC
BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING P
ADVISE ON THE COMPACTWN AND STABILITY OF THE SITE.
SIGNATURE: DDATE: 01-12-2021
PATRICIA J. B , TRUSTEE
VICINITY MAP
N.T.S.
SOILS ENGINEER'S CERTIFICATE
I, WALTER F. CRAMPTON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 1, 2020. 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 r oADZIG PLANS AND SPECIFICATIONS.
SIGNED: J RCE NO.: 23792 EXP. DATE: 12-31-2021
DATE: 01-12-2021J V JOB #:1845-01
TERRACOSTA CONSULTING GROUP, INC.
3890 MURPHY CANYON ROAD, SUITE 200, SAN DIEGO, CA 92123
(858)573-6900
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 ED BY THE ENGINEER.
SIGNED: DATE: 01-12-2021
WAL F CRAMPTON
TERRACOSTA CONSULTING GROUP, INC.
3890 MURPHY CANYON ROAD, SUITE 200, SAN DIEGO, CA 92123
(858)573-6900
RCE EXPIRES: 12-31-2021
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 0.7 H : 1 V
MAXIMUM VERTICAL DEPTH OF CUT = N/A
MAXIMUM VERTICAL DEPTH OF FILL = N/A
CUT = 0 C.Y. FILL = 0 C.Y.
IMPORT = 0 C.Y.
REMEDIAL = 0 C.Y. (0 ' REMOVAL AND RECOMPACTION UNDER AND 0 ' OUTSIDE OF BUILDING AREAS)
THIS PROJECT SHALL COMPLY WITH THE 2019 CALIFORNIA BUILDING CODE, WHICH ADOPTS THE 2018 IBC
SHEET INDEX
SHT NO. DESCRIPTION
1 GRADING NOTES
2 SITE PLAN & CROSS SECTIONS
3 TECCO MESH PROFILE & CONSTRUCTION SEQUENCE
4 TECCO MESH DETAILS
PARKS AND RECREATION
1 /14/21
SIGN DATE
QROFESS/pN9l
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9
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F pF C A0F�/
BMP PROJECT STATUS
STANDARD
SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
01/13/2021
SIGN DATE SIGN
DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
"`�""""' 6r:
"""""'" ar:
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ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
WFC
RF
WFC
AS -BUILT
S►RN
3118121
DESCRIPTION: SET 2.5" BRASS DISC ENC-37
LOCATION: 220 FT. NORTH OF MANCHESTER AVE.
AND 85 FT. WEST OF TRABERT RANCH RD.
HORIZONTAL: NTS
VERTICAL: NTS
PLANS PREPARED UNDER SUPERVISION OF
DATE: 01-12-2021
R.C.E. NO.: 23792
WALTER F. CRAMPTON
ENGINEER'S NAME EXP.: 12-31-2021
RECOMMENDED: APPROVED:
SteveiNowak/ � „ � , 2{,m..,
STEVE NOWAK EDWARD J. WIMMER
CITY ENGINEER
1/15/2021 ll/5110001
DATE DATE
GRADING PLAN FOR:
736 NEPTUNE AVENUE
APN 258-172-19-00
CALIFORNIA COASTAL COMMISSION Emergency Permit No. G-6-20-0042
LDEV-013567-2020
WALTER F. CRAMPTON
StelverNowak, 3118121
RECORD FROM: RECORD OF SURVEY NO. 18416
ELEVATION: 55.569
DATUM: NAVD 88
SENIOR ENGINEER
1 SHEET 1 OF 4
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FA/LED POST& NEPTUNE
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SEE "EMERGENCY \
' REPAIR" THIS SHEET i AVE.
wAPPROX.
I FA/LURE _ LIMITS
12' WIDE x 30' LONG EASEMENT , 80 _ _ -- TERRACE DEPOSITS OVERLY//VG
PER MAP 1859, GRANTED TO LU \ - - _-_ THE TERT/ARYAGE SAAMIAGO
SOG&E FORMAT/O/V W/THA SLIDEPLA/VE
- EST/MATED NEAR SEA LEVEL
70
736
PROPERTY L/NE EX/ST//VG SLOPE — —
,
NEPTUNE Q -z
I 60
AVE. = = EXISTING
I
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SCALE: 1"=10' (HORIZ. & VERTJ
I
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4� I
EXIST/NG BRICK PAT/O
I
EXIST/NG STAIRWAY
FA/LED POST & FROM BALCONY
BOARD WALLS LIMITS OF TEMPORARYSLOPE
F STAB/L/TYMESH. MESH TO BE
95 APPLIED OVER EXIST/NG WALLS
HATCH /ND/CATES
APPROX/MATEAREA OF -- _
TEMPORARY ERGS/ON EXISTING WOODEN DECK
CONTROL MESH w go —
("A
APPROX/MATE SLOPE-
FA/LURE LIMITS
�.�) 85— APPROX/MATE LOCAT/ON OF
ARROWS INDICATE - 1 PROPOSED ANCHOR (TYP.)
DIRECTION OF FA/LURE I APPROX/MATE PROPERTY -_ _
14
LINE (TYPICAL) _ - (TYP)
I
0. 80
700 BLOCK
LANDSLIDE
75
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STAIRWAY EMERGENCY REPAIR o
I I �
APPROX/MATE PROPERTY I SCALE 1 " = 5' W
LINE (TYPICAL)
Z_
REFERENCE: � J
NOTE.
QROFESS/ON l N
SITE PLAN I PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT INSPECTION, D F 9 Z
BASE PHOTO REPRODUCED THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: � Rq F�
SCALE: 1"-10' FROM GOGGLE EARTH PHOTO, z
SONIMAGERY DATE. 2014 A) ANY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND
792 N
B) ANY EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. * xp. 2/31/21 * O
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CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ~
WFC RF WFC
AS -BUILT S12N 3118121 DESCRIPTION: SET2.5" BRASS DISC ENC-37 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: SITE PLAN AND CROSS SECTIONS FOR:
LOCATION: 220 FT. NORTH OF MANCHESTER AVE. HORIZONTAL: NTS 4;L_DATE: 01-12-2021 SteveiNowak/ �c�,azcL , 2flm "', 736 NEPTUNE AVENUE
AND 85 FT. WEST OF TRABERT RANCH RD. WALTER F. CRAMPTON LDEV-013567-2020
STEVE NOWAK EDWARD J. WIMMER
RECORD FROM: RECORD OF SURVEY NO. 18416 VERTICAL: NTS R.C.E. NO.: 23792 APN 258-172-19-00
WALTER F. CRAMPTON CITY ENGINEER
ELEVATION: 55.569 SteverNO��JGtk, 3118121 111512021 /ll5lZOZ/ CALIFORNIA COASTAL COMMISSION Emergency Permit No. G-6-20-0042
DATUM: NAVD 88 SENIOR ENGINEER ENGINEER'S NAME EXP.: 12-31-2021 DATE DATE SHEET 2 OF 4
AS=BUILT
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APPROXIMATE LENGTH OF TECCO
MESH = 30'
APPROXIMATE UPPER
LIMIT OF TECCOO MESH
I I
ANCHOR SCHEMATIC -
SEE NOTES THIS SHEET I
I
I
I I
IvOrEs:
A MINIMUM OF 1 ANCHOR SHALL BE
INSTALLED PER 48 SQUARE FEET OF WIRE— — —— — — —�— — — — — —
MESH, STAGGERED.
ADDITIONAL ANCHORS WILL BE REQUIRED
LOCALLY AND ALONG THE EDGES AS PART
OF TENSIONING
CLEAR EXISTING VEGETATION WITHIN
PROPOSED LIMITS OF WORK
EXISTING
SLOPE -
HATCH INDICATES
APPROXIMATE CUT & CLEAR
"-ft. "-ft".
PROFILE - TECCO MESH FABRIC
SCALE: I"=5'
"-.ft "_ft�
APPROXIMATE FINISHED
SLOPE SURFACE INSTALL TECC00 MESH
SLOPE FACE AND TEN,
INSTALL SOIL NAILS PER
\ _i- I- MANUFACTURERS
SPECIFICATIONS &
GUIDELINES
STEP 1
CLEAR EXISTING VEGETATION. REMOVE LOOSE TALUS
AND DEBRIS FROM SLOPE AND SHAPE AS NECESSARY.
INSTALL ANCHORS FOR SLOPE STABILITY MESH.
NOTE:
ALL VEGETATION, SPOILS, CONSTRUCTION DEBRIS, AND
ANY OTHER MATERIALS SHALL BE HAULED LANDWARD
FROM THE CONSTRUCTION AREA. NO SUCH MATERIAL
SHALL BE REMOVED WITHOUT A PERMIT.
'—Ilil.-lip ; III -
SLOPE STABILITY MESH NOTES:
I. THE PROPOSED SLOPE STABILITY MESH SHALL CONSIST OF A GEOBRUGG TECCO® G65/3
SLOPE STABILIZATION SYSTEM, OR AN ENGINEER APPROVED EQUAL.
2. CONTRACTOR SHALL INSPECT AND FIELD VERIFY AREA TO BE COVERED PRIOR TO
ORDERING MATERIALS.
3. CONTRACTOR SHALL COORDINATE WITH OWNER AND ENGINEER OF RECORD ANY CHANGES
PRIOR TO BEGINNING CONSTRUCTION.
4. THE TOTAL NUMBER OF ANCHORS SHOWN ON THE PROFILE ARE GRAPHICAL ONLY. THE
QUANTITY OF NAILS TO BE INSTALLED SHALL BE DETERMINED IN THE FIELD AND APPROVED
BY THE ENGINEER OF RECORD.
® STEP 2 OVER GEOMAT
INSTALL TECC00 MESH. ATTACH PLATES TO NAIL HEADS
AND TENSION (SEE DETAILS SHEET C-5).
PLACE LANDLOK 450 GEOMAT AND ANCHOR AS
NECESSARY TO MAINTAIN LAPS AND SPLICES.
CONSTRUCTION SEQUENCE
NOT TO SCALE
8'
% `-X
8' MAX.
-� - • CD
4'
X
-�-
GENERALIZED
ANCHOR SPACING DETAIL
NOT TO SCALE
NOTES:
A MINIMUM OF 1 ANCHOR SHALL BE
INSTALLED PER 48 SQUARE FEET OF
WIRE MESH, STAGGERED.
ADDITIONAL ANCHORS WILL BE
REQUIRED LOCALLY AND ALONG THE
EDGES AS PART OF TENSIONING
STATEMENT OF SPECIAL INSPECTION
REQUIRED VERIFICATION AND INSPECTION OF SOIL NAIL INSTALLATION:
From CBC Table 1705.8
CONTINUOUSLY
PERIODICALLY
VERIFICATION & INSPECTION TASK
DURING TASK LISTED
DURING TASK LISTED
1.
INSPECTION OF SOIL NAIL INSTALLATION, INCLUDING
DRILLING, GROUTING AND TESTING.
X
SPECIAL INSPECTION NOTE:
I. THE OWNER SHALL EMPLOY A REGISTERED DESIGN PROFESSIONAL TO PERFORM
STRUCTURAL OBSERVATIONS. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE
OWNER AND THE BUILDING OFFICIAL. AT THE CONCLUSION OF THE WORK INCLUDED
IN THE PERMIT, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING
OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND
IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THE STRUCTURAL
OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED.
STRUCTURAL SPECIAL INSPECTION REPORT
PREPARED BY TERRACOSTA CONSULTING GROUP
DATED MARCH 10, 2021 ON FILE WITH
---------------
ENGINEERING DIVISION
STRUCTURAL REVIEW PERFORMED BY ESGIL,
A SAFEBUILT COMPANY, AS PLAN CHECK
2020-LDEV-013567-2020.e
DATED DECEMBER 22, 2020
QROFESS/� q
k*xp�2/31 /2CVIL
9TF of C AV
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
"`' 6r:
"""RF ar:
` "�`'"C 6r:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
WFC
FC
RF
WFC
AS -BUILT
S►ZN
3118121
DESCRIPTION: SET 2.5" BRASS DISC ENC-37
LOCATION: 220 FT. NORTH OF MANCHESTER AVE.
AND 85 FT. WEST OF TRABERT RANCH RD.
HORIZONTAL: NTS
VERTICAL: NTS
PLANS PREPARED UNDER SUPERVISION OF
DATE: 01-12-2021
R.C.E. NO.: 23792
WALTER F. CRAMPTON
ENGINEER'S NAME EXP.: 12-31-2021
RECOMMENDED: APPROVED:
Steve, Nowak/ �c�,azcL , 2fJ,m "',
STEVE NOWAK EDWARD J. WIMMER
CITY ENGINEER
1/15/2021 ll/5/ZOZ/
DATE DATE
TECCO MESH PROFILE & CONSTRUCTION SEQUENCE FOR:
736 NEPTUNE AVENUE
APN 258-172-19-00
CALIFORNIA COASTAL COMMISSION Emergency Permit No. G-6-20-0042
LDEV-013567-2020
WALTER F. CRAMPTON
Ste�verNOiaJaly 3/18/21
RECORD FROM: RECORD OF SURVEY NO. 18416
ELEVATION: 55.569
DATUM: NAVD 88
SENIOR ENGINEER
1 SHEET 3 OF 4
co
co
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Z�
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AS -BUILT
DETAILS SHOWN ARE PROVIDED BY THE MANUFACTURER AND ARE
FOR INFORMATIONAL PURPOSES ONLY. NOT ALL DETAILS MAY BE
NECESSARY FOR THIS APPLICATION
SLOPE
OVERVI EW
CO
DEPRESSI
AROUND
THE NAIL
DRILLING'
THROUG
TECCOC
STABILIZATION TUBE
(OPTIONAL)
Miy
TENSIONING THE
TECCO® MESH
1a
INSTALLATION DETAILS
NOT TO SCALE
LOAD TABLE
NAIL TYPE
Required Torque M
GEWI GR 75
D=1 —1 /4—INCH
150 ft—Ibs
CONVEX SLOPE
TOP
CONCAVE SLOPE
7F_ MIN. 1 p MESH
TC) P
MIN. 1 p MESH ---JL- B OTTO M
OVERLAP DETAILS
NOT TO SCALE
WIRE TENSIONING DETAILS
NOT TO SCALE
-q I IUAL UUNNEU I IUN
THE MESH SHEETS
ORMALLY WITHOUT
OVERLAP)
BOTTOM
CONNECTION CLIP T3
(TWO CLIPS PER MESH)
VERTICAL CONNECTION DETAIL
NOT TO SCALE
THE BOUNDARY ROPES MUST BE FASTENED TO THE CORRESPONDING ROPE ANCHORS
AS PER THE SKETCH BELOW.
THE FIRST WIRE ROPE CLIP IS POSITIONED
IMMEDIATELY AT THE CABLE EYE THIMBLE.
THE WIRE ROPE CLIPS MUST BE POSITIONED
AT INTERVALS SO THAT A FREE SPACE OF
MINIMUM THE WIDTH t OF ONE WIRE ROPE
CLIP REMAINS BETWEEN EACH OF THEM.
THE U-BOLTS MUST ALWAYS BE PLACED ON
THE ROPE END WHICH IS NOT TENSIONED
("NEVER SADDLE A DEAD HORSE").
EXPOSED
FORMATIONAL I00
SLOPE FACE
J
PROVIDE RECESS CONE AT
EACH ANCHOR TO ALLOW
FOR TENSIONING OF WIRE
MESH (TYP.)
NUT
ANCHOR PLATE - —o
TECCO® 65 MESH, /
BORE HOLE
NAIL - #8 BAR
GALVANIZED —
A
<�NcTti. 25
�R 75 �•�„
TGO�RUT
ANCHOR SCHEMATIC - #8GR75
NO SCALE
NOTE:
PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT INSPECTION, THE
SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT:
A) ANY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND
B) ANY EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT.
ANCHOR GROUT SPECIFICATIONS
C. ANCHORAGE & SHEATHING ENCAPSULATION GROUT
1) GROUT SHALL CONFORM TO SECTION 201 —1 OF THE SSPWC EXCEPT AS MODIFIED
BELOW.
2) GROUT SHALL CONSIST OF A CEMENT —WATER MIXTURE OR SAND —CEMENT— WATER
MIXTURE AND SHALL HAVE A MINIMUM 28—DAY COMPRESSIVE STRENGTH OF 2,250
PSI. CONTRACTOR SHALL SELECT MIXTURES SUITABLE FOR THE ANCHOR RODS,
SHEATHING, AND GROUT INSTALLATION EQUIPMENT AND PROCEDURES TO BE USED.
PROPORTIONS SHALL BE BASED ON TESTS MADE ON THE GROUT BEFORE GROUTING
IS TO BEGIN, OR MAY BE SELECTED BASED ON PRIOR DOCUMENTED EXPERIENCE WITH
SIMILAR MATERIALS AND EQUIPMENT AND UNDER COMPARABLE FIELD CONDITIONS
(WEATHER, TEMPERATURE, ETC).
3) CEMENT SHALL CONFORM TO ASTM C150 TYPE V.
4) WATER CONTENT SHALL BE THE MINIMUM NECESSARY FOR PROPER PLACEMENT BUT
THE WATER —CEMENT RATIO SHALL NOT EXCEED 0.45.
5) A NONSHRINK OR EXPANSIVE ADMIXTURE MAY BE USED TO ELIMINATE SHRINKAGE OF
THE ANCHORAGE ZONE GROUT. OTHER ADMIXTURES, CONFORMING TO ASTM C494,
MAY BE USED TO REDUCE THE WATER CONTENT, IMPROVE THE PUMPABILITY, OR
ACCELERATE THE STRENGTH OF THE GROUT. CALCIUM CHLORIDE, AND ADMIXTURES
CONTAINING CHLORIDE IONS IN EXCESS OF .06% BY WEIGHT SHALL NOT BE USED.
IF MORE THAN ONE ADMIXTURE IS USED, SAID ADMIXTURES SHALL BE COMPATIBLE
WITH EACH OTHER SO THAT THE DESIRABLE EFFECTS OF ALL ADMIXTURES USED WILL
BE REALIZED. ADMIXTURES SHALL NOT BE USED IN GREATER DOSAGES THAN THOSE
RECOMMENDED BY THE MANUFACTURER.
QROFESS
BOUNDARY
NOT TO SCALE
CABLE ATTACHMENT DETAIL
W
* xp. 2 79/21
`P CIVIL
9TF OF C A\-\F
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
DESIGNED BY:
DRAWN BY:
7CHECKED BY:
ENGINEERING
DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
WFC
RF
WFC
AS -BUILT
S12N
3118121
DESCRIPTION: SET2.5" BRASS DISC ENC-37
LOCATION: 220 FT. NORTH OF MANCHESTER AVE.
AND 85 FT. WEST OF TRABERT RANCH RD.
HORIZONTAL: NTS
VERTICAL: NTS
PLANS PREPARED UNDER SUPERVISION OF
DATE: 01-12-2021
R.C.E. NO.: 23792
WALTER F. CRAMPTON
ENGINEER'S NAME EXP.: 12-31-2021
RECOMMENDED:
StewelNowak/
STEVE NOWAK
1/15/2021
DATE
APPROVED:
�c�,azcL , 2flm "',
EDWARD J. WIMMER
CITY ENGINEER
1115/ZoZ/
DATE
TECCO MESH DETAILS FOR:
736 NEPTUNE AVENUE
APN 258-172-19-00
CALIFORNIA COASTAL COMMISSION Emergency Permit No. G-6-20-0042
LDEV-013567-2020
WALTER F. CRAMPTON
Steve-1 Nowak/ 3118121
RECORD FROM: RECORD OF SURVEY NO. 18416
ELEVATION: 55.569
DATUM: NAVD 88
SENIOR ENGINEER
I SHEET 4 OF 4
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