2019-14552 G - LDEV-012353-2019 (Plans)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 REPORTS TITLED "BURTON GEOTECHNICAL REPORT" PREPARED BY ENGINEERING DESIGN GROUP.
DATED FEBRUARY 28, 2019 AND 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
REPORTS.
J. 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 (112) 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
SA TURDA YS, 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 CONSTRUC7ON 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. 14552 -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 POS177VE 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.
18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED
GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT
GROUND - DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE
OF SUCH RESOURCES THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES
DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED
RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST
IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES,
THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE
EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE
ALLOWED TO RESUME.
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE
FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE
EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO
COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY
OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A
QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN
MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND
DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A
TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE
DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST
AND /OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS
PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO
WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE
CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE
AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS
TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE
KEPT IN SITU (`1N PLACE), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND,
AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE
AMERICAN MONITOR.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVE BURTON AT (619) 578 -1646, 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.
J. 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 (409). 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 POLLUT70N CONTROL SHALL NOT BE MODIFIED
WITHOUT A PERMIT FROM THE CITY.
J. 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 29 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 ADEQUA TEL Y SIZED 0 /L/ 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.
J. 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.
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. SEWER - ENCINITAS SANITARY DIVISION - (760)- 633 -2770
B. GAS & ELECTRIC - SOGE - (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.
J. 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.
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.
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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.
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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 OWNERS 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.
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STEEPEST EXISTING NATURAL SLOPE ON -SITE = 5 H 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 12 FT
MAXIMUM VERTICAL DEPTH OF FILL = 1 FT
CUT = ±655 C. Y. FILL = f5 C. Y.
EXPORT= ±650 C. Y.
REMEDIAL = 0 C. Y.
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY
OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT
ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES
ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS.
ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL
GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR
REMOVAL AND RECOMPACTION DEPTHS.
IMPERVIOUS AREAS
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3, 700 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 4.373 SQFT
INCREASE IN IMPERVIOUS AREA: 673 SQFT
IMPERVIOUS AREA REPLACED: NIA SQFT
DRI VEWA Y (IMPERVIOUS): 525 SQFT
TOTAL AREA OF LAND DISTURBANCE= 8,300 SQFT
FIELD OPERATIONS
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DATE
PLANNING DIVISION
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SIGN DATE
OWNER /PERMI TTEE
STEVE BURTON
5027 WELLWORTH POINT
SAN DIEGO CA, 92130
619 - 578 - 1646
SITE ADDRESS
1262 SAN DIEGUITO DRIVE
ENCINITAS, CA 92024
APN: 258-J41-19-00
LEGAL DESCRIPTION
A PORTION OF LOT 1 IN BLOCK "J" OF ENCINITAS
HIGHLANDS, IN THE CITY OF ENCINITAS, COUNTY OF
SAN DIEGO, STATE OF NO. CALIFORNIA, ACCORDING
TO MAP THEREOF NO. 2141, FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO COUNTY,
DECEMBER 4, 1928.
TOPOGRAPHY
WOODS LAND SURVEYING, INC.
(858) 273 -4700
DA TE OF SURVEY.• JULY 30, 2018
OWNER'S CERTIFICATE
W_
V
S
V =1000'
VICINITY MAP
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 OF THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND
AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS,
LOSSES, 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 WITH THE PRIVAT PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE. DATE.• 9 -18 -20
STEVE BURTON
SOILS ENGINEER'S CERTIFICATE
I, ERIN E. RIST 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 2 -28 -2019. 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 GRAD PLANS AND SPECIFICATIONS.
SIGNED: OF ESS /0
ENGINEERING/ DESI GR P QR ry9
RCE NO.: 65122 -\N E. R�S�
EXP. DATE:
ENGINEERING DESIGN GROUP
2121 MONTEL ROAD
SAN MARCOS, CA 92069
PHONE: (760)- 839 -7302
w C 65122
CIV1\_
\OF CA��
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: DATE: 918 -20
BRIAN M. ARDOLINO RCE No. 71651
PASCO LARET SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074
RCE EXPIRES 12 -31 -19
PARKS AND RECREATION
QROF ESS /ON
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D-1 Exp. 12/31/21 --0,
qTF Cmv,
OF CA_�
SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
y[e7►1
DJ° /21/2020
117_1112
SIGN DATE
CHANGE NO
SHEETINDEX
SHEET
DESCRIPTION
1
TITLE SHEET
2
GRADING PLAN
3
EROSION CONTROL PLAN
4 -5
SHORING PLAN
PARKS AND RECREATION
QROF ESS /ON
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D-1 Exp. 12/31/21 --0,
qTF Cmv,
OF CA_�
SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
y[e7►1
DJ° /21/2020
117_1112
SIGN DATE
CHANGE NO
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
LIL31 Q r:
UlCHt 0 r:
c,ncLncU LIT:
ENGINEERING DIVISION APPROVALS
CITYOF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
BMA
DESCRIPTION: ENC -48, 2.5" BRASS DISC IN
NORTHWEST CORNER SANTA FE DRIVE AND
INTERSTATE HIGHWAY 5.
ELEVATION: 173.38
DATUM: NAVD88
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 9 -1820
y �J_ R.C.E. NO.: 71651
BRIAN M. ARDOLINO EXP.: 12 -31 -21
RECOMMENDED: APPROVED:
Stw�Nawak Edwca, dJ. W�
STEVE NOWAK EDWARD J. WIMMER
CITY ENGINEER
10�6�2020 10/6/2020
DATE DATE
GRADING PLAN FOR:
1262 SAN DIEGUITO DRIVE
APN: 258 - 341 -19 -00
COP- 3013 -2019
14552 -G
LDEV- 012353 -2019
PUBLIC WORKS
BRIAN ARDOLINO DATE
PLANNING
REVIEWER
SENIOR ENGINEER DATE
SHEET 1 OF 5
INSPECTOR
PLSA 3044
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LEGEND
- -
PROPERTYLINE
RIGHT -OF -WAY LINE
W
EXISTING WATER LINE
S
EXISTING SEWER LINE
G
EXISTING GAS LINE
398
EXISTING CONTOUR LINE
- - - -
PROPOSED SETBACKS
PROPOSED BUILDING FOOTPRINT
+ + + + + + + + + + + + + ++
PROPOSED PERMANENT BMPAREA, SEE DET THIS SHT
+ + + + + + + + + + + + + ++
CHECKED BY.•
PROPOSED PAVERS
-
CENTERLINE OF ROAD
38
PROPOSED CONTOUR LINE
PROPOSED STORM DRAIN
PROPOSED 4 INCH STORM DRAIN INLET
(FLUSH GRATE ON FS, ATTRIUM ON FG)
DESCRIPTION: ENC -48, 2.5" BRASS DISC IN
NORTHWEST CORNER SANTA FE DRIVE AND
INTERSTATE HIGHWAY 5.
ELEVATION: 173.38
DATUM: NAVD88
PROPOSED RETAINING WALL
EXISTING RETAINING WALL
FS
FINISHED SURFACE
FIG
FINISHED GRADE
FL
FLOWLINE
FF
FINISHED FLOOR
FYSB
FRONT YARD SETBACK
SYSB
SIDE YARD SETBACK
RYSB
REAR YARD SETBACK
CITYAPPROVED PAVER W1 MIN. 318"
VOID FILLER - 118" TO 318" VOID BY ORCO AQUABRIC OR CITY
(NO. 8) AGGREGATE IN VOIDS APPROVED EQUIVALENT BEDDING COURSE - 2" THICK OF
118" TO 318" (NO.8) AGGREGATE
6" X 16" PCC FLUSH CHOKER COURSE - 4" THICK OF 318"
CURB OR DEEPED TO 112" (NO.57) CRUSHED ROCK
G -1 CURB
MIN 6" THICK OF 314" CRUSHED ROCK -
° REFER TO MANUFACTURER'S SPECS.
a a
FOR THICKNESS FOR FIRE APPARTUS
(H -20) LOADING - IFAPPLICABLE
SOIL SUBGRADE
NOTES:
- ALLAGGREGATE MUST BE CLEAN/WASHEDAND FREE OF FINES (SAND, SILT, ETC.)
THEPAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEENADDED
EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
SPECIALAPPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAYBE REQUIRED
CONSTRUCTION:
- PAVERS TO BECOVEREDAND PROTECTED DURING CONSTRUCTION
PERVIOUS PAVER DETAIL
NOT TO SCALE
-1.1
TYPICAL WALL ELEVATIONS
%
NOT TO SCALEv, • I `
L
2" HARDWOOD MULCH/
GRASS COVER OR CITY
APPROVED EQUIVALENT
18" LAYER-,
ENGINEERED SOIL
'SEE NOTE BELOW
12" LAYER OF-
3/4" GRAVEL
POR LOT 1 BLOCK J
1\4 A V Nn 71 d 1 EXIST Jol 159 20'
C7
DECORATIVE M
SHORING WALL, RIPRAP,
148.0 TW 148.5 TWITRW SEE SHT 4 AND 5 152.01E PR. PERVIOUS $' DISTRICT SE UPGRADE TO
151.0 TW 153.0 TO A 154.0 TW /TRW EXISTING SERVICE 1 -INCH
146.8 TRW 144.0 BW DECORATIVE PAVERS � 8'
SD CO 144.1 TG T149. 1 TRW (N2 152.0 BW RIPRAP, 11'x7' PARKING COPPER WATER LATERAL AND
144.0BW 142.41E 4.1 BW 37° W 1 4.74'* DUAL METER PER WS -09, WC -17
EX POWER POLE 145.81E 4" PVC STORM a 1.0% MIN 152.01E AT OWNER'S EXPENSE
4" PVC STORM (g 0.5% 1144.2 FS 9 Sr" NOTCH WALL 1578 TW 1574 TG o 157.8 TW AT 153.5 154.18 FS 10' SYSB 1573 TRW 154.01E 5� 1573 TRW EX. GASSER'
155.1 BW 157.3 BW APPROX.
143 TG "LO 3 142. IE 54.0 T154.0 FG 146.5 TRW INSTALL SUMP WELC _ 14 00 F 144.0 BW ^ SDRSD C -5 6 "WIDE, 16" DEEP
143.5 BW 'g &PUMP, IE 141.0' 4.0 PI7C STOR1Gl�a 1.0°oTMIN PLANTER WALLS PCC FLUSH CURB �Oo 19 0 0 157.7 FS EX. O.H. ELECTRIC J v~i 2% PROPOSED ADU 154.3 FS
FF =144.0 153.9 FS 12
a PAD= 143.33 SEPARATE PERMIT w : ; ':`: O
- 1522 FS, PAVEMENT
146. 0 T PERIMETER
5' SANITARY ESMT " 146. TRW SUBDRAIN TRENCH GRATE 156.8 FS PR. 15'WIDE 153 -
No. 1960-185798 `* I 143.BW 143.01E 153.8 TG 152.051E 154.2 FS CONCRETE DRIVE I --
I 25'I�YSB (;::?:.::;;::r
ao 144.0 FS NEW SPLIT LEVEL 157.3 FS
6' SDG &E ESMT CO 1 sIE SINGLE- FAMILYJITO -
PROTECT POWER
4 "PVC ST10RIFgff 5% 154.0 TG 157.0 TW ' POLE IN PLACE
BK 1866, PG 147 �,, I 4 RESIDENCE STOR 152.01E 154.28W SDRSDC -5 d
1.0 0 143.8 TG 2% �` I?
143.01E WALLS _ f SEWER PLUG W
DECK EI 154 .18 FS 25 FYSB 158.8 TW y _ -
M 1� 157.OFG 1570 TRW -�C` \ IE= 149.58 -
I•" rr il�" 20'
o i
146.3 FS �o
z I I 2ND FLOOR FF =163.7
TRENCH GRATE 40'
143.8 TG FIRST FLOOR ENTRY FF= 154.18 154.3 TRW
-'
I _ 153.85 FS 153.4 BW tom"
SDRSD C -1 WALL I BASEMENT FF =144.0 153.35 FS z �;'�: 6" WIDE PCC
Z PAD = 143. 33 a g -r � FLUSHCURB B
154.3 TG 153.3 TG 143.8 TG % 143.41E E 151.81E a 154.3 TG ' yY_ i- 3/4" ROCK
SETBACK LINE (TYP.)
147.0 TW I iE 154.8 TW 151.91E I -i;e PROTECT GUY
154.3 TRW 4' PVC STOR
145: 1.0 %MIN WIRE IN PLACE
146.5 TRW 146.5 TWIfRW TRASH _ 149.0 TWIT _W 153.35 BS J 153.4 BW �° 154.8 TW ' r %'
145.8 BW I 145.18W �I ENCLOSURE 143.8 BW -8 � 154.18 FS 154.18 TS 154.3 TG 154.3 TRW EX. STOP SIGN,
SD CO 1470 TWITRW 151.71E PROTECT -IN-
145.21E F - 23' \ - _ 4" PVC STOR .0% MIN 153.4 BW PLACE
145.3 BW x x x x x x x x c x x x: .,
POWER POLE TO i o xxxxxxxxl��PARE9k I &�� xx xxxxxxx: 149.OTW/TRW
1 PA 146 146.5 FS �` 10' SYSB 1TRV W /
BEREMOVED xxxxxxxxxxxF14J xxxx xxxxxxxx: EX. 1.5 "H. P. AS MAIN EX. HYDRANT
x x x x x x x x x x x x x x x 1475 BW I l 156.8 TW 157.8 TW 158.8 TW
x x x x x x x x x x \ - - 151.y5 Bl� SDRSDC 5 WALLS 154.3 TRW 154.3 TRW 154.3 TRW I (APPROX. LOCATION) - vv
N 89'31'02 W 134.74' 154.0 BW 154.3 BW �-154.18
RADIUS
MATCH EX.
1471 FS 148.5 TG Rr /eusHL� O HALT
'' 1462FS l DECORATIVE DEDICATION
CONCRETECOLOR S�i1t ti 149.OTVl//f W 145.41E REC. ICVL FT
RIPRAP, 147.51E EX. 8 "A. C. P. WAr R
5 PROTECT EX. A EX. STREET LAMP, ° °° ,� o° / � � o ° °0000�o
PROTECT EX. DRIVE , 147 RW.._ ° o 0 0 0 ° o 0
SDRSDC -1 WALL °o °g° s (APPROX. LOCATION) °0000°gog
SIDEWALK PR TE T-IN -PLA E ° 6 ° lo o
0 C C °oo / o
0
° °°
TRANSITION
_ °oo
° °°
°
0
°
RT •�� °
0 0
0 0
0 0
0 0
0 0 0
REMOVE CONCRETE ° °
IB
F �� -
:.`
II
LIBRARY SIGN icr : .:.:::::.: ::.::::•.:: •::,:: •:;•.::::: •: ,. DRIVE, MATCH DG ✓
PROTECT IN PLACE LPi
vEw 30'
EX (A
ON�nu �
y- SPHALT
SEWER SERVICE PR. 4" PVC CURB PR. 15' WIDE MATCH EX.
(APPROX. LOCATION) r OUTLET D -27 CONCRETE DRIVE PR. CONCRETE
IE OUT 145.1 r DRIVE TRANSITION
EX. 8" VCP SEWER Jf . . . . I ! O
- (APPROX. LOCATION) I EX. SEWER PLUG - f �X. 12 "A.C.P. WATER
W W ri W W . YN W . W �� W. . W W . W W . W. . W APPROX. LOCATION). W . W . -W. . W . W V . . . W W
of IE =135.3 1RCNAL CE.. _ F S �NTA F .............. ........
. I . .
ASPHALT I. . . I ��
�... ...... ....
i NTA FE DRIVE
CONST UCTION GEN RUNE OF NTA FE 35' SA
'.I......'......
\................. \........
�..
P/L
DROUGHT TOLERANT
PLANTS (TYP.)
I C -1 RET. WALL
< 2" LAYER OF
3/8" GRAVEL
BIORETENTION DETAIL
INOT TV SCALE
ROW
LANDSCAPING
FF= 144.00'
PAD = 143.33'
SCALE 1" = 10'
144.00 FS
4" PVC OVERFLOW
BEHIND RETAINING
WALL P/L
TG 153.50'
F 1
TW 153.. 50' --\
P/L ROW
I 2/
�12
PR. 6 "x16"
FLUSH CURB
'EX. 6" CL
BASE
3" DEPTH OF 314" ROCK I
AT 2% MAXIMUM SLOPE
EX. AC
PAVEMENT
W -
G -
P/L ROW
ENCROACHMENT MAINTENANCE
AND REMOVAL AGREEMENT
RECORDED _ 2020 AS
DOCUMENT NO. 2020-
OR.
EASEMENT FOR PUBLIC STREET
RIGHT -OF -WAY RECORDED
_, 2020 AS
DOCUMENT NO. 2020-
NOTES:
1. UNDERGROUND ALL EXISTINGAND PROPOSED UTILITIES.
QR
m No. 71651 o m
� Exp. 12/31 /21 -lo
sT9TF I
OF
BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18"
DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY
CONTENT. THE MIX SHALL CONTAIN 65% SAND, 15% COMPOST OR
S HARDWOORD MULCH, AND 20% TOPSOIL, FREE OF STONES, STUMPS,
10 0 10 20 30 ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS.
GRAPHIC SCALE IN FEET
SECTIONA A'
NOT TO SCALE
SECTION B -B'
SAN DIEGUITO DRIVE
NOT TO SCALE
CHANGE 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.
DESCRIPTION: ENC -48, 2.5" BRASS DISC IN
NORTHWEST CORNER SANTA FE DRIVE AND
INTERSTATE HIGHWAY 5.
ELEVATION: 173.38
DATUM: NAVD88
/NT.
DATE
PLANS
BRIAN M.
PREPARED UNDER
��
ARDOLINO
SUPERVISION OF
DA TE: 9 -30 -20
R.C.E. NO.: 71651
EXP.: 12 -31 -21
RECOMMENDED:
St --eve Np.i ak,
STEVE NOWAK
10/6/2020
DA TE
APPROVED:
EdAyaN•dJ. w�
EDWARD J. W/MMER
CITY ENGINEER
10/6/2020
DA TE
GRADING PLAN FOR:
1262 SAN DIEGUITO DRIVE
APN: 258 - 341 -19 -00
CDP- 3013 -2019
14552'V G
LDEV- 012353 -2019
PUBLIC WORKS
BR /AN ARDOLINO DATE
SENIOR ENGINEER DATE
PLANNING
I REVIEWER
SHEET 2 OF 5
INSPECTOR
PLSA 3044
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NOTE:
CONTRACTOR TO MODIRY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
DITCH
IT
iZZTwj w Zi
WIDTH AS RE ]RE-A
TO ACCO • A -'• ''•x'
50' MIN
19'
COARSE
AGGREGATE
FILTER
FABRIC
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY SOILS ENGINEER
SECTION A -A
ORIGINAL
GRADE
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE POSTS AND EXTEND IT
INTO THE TRENCH.
RUNOFF TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS
6 IN (15 CM) ACTS AS SPILLWAY
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
i J
WIRE ff INSTALLED)
GRAVEL BAGS OVERLAP
TWO LAYERS OF GRAVEL BAGS
RUNOFF WITH ENDS OVERLAPPED
15g 3
0' 20'
(D
I �
mamma®
N 89'22'37" W 134.74'* 0
co
02915 = _ —
� � W
10' SYSB
O
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r - - o
GUI I
z. XI T. Y ■ ! i r 12 Q �
7 o
I
I
5' SANITARY ESMT II0 I �--
No. 1960-185798 + 1 Ia0 1PNI ?-iR— X41 -19 0
I I ~
00 25' RYSB I _ RI E=l 70.2 _ --
6' SDG &E ESMT �tO _L 1262 SAN DIEGUITC
BK 1866, PG 147 EXIST. 1 & 2 STORY d
Ic
w �I?r II w
viv U
DECK EL =157.7 25 FYSB
1Qa
10 I. I�r IL, 20 Q
Z 40'
U O
I 2 �
w I.\
IT H
a
v "Ix
jURTYARD
145 i O GRASS
- -J
° / C7
- - - -- 23' - -- -- - - - - - /
x..x .x .x .x x x
146 <xxkxxxxxxxxx 7' 10' SYSB _ cv
J— �1 xxxx xxA�C a xxxxnxx I O W
WOODEN FENCE JI w N 89'31'02" W 134.74'* \
ry :: r.:..r.:. • ':.::':'.':,
LJ
:r. WALL R W
ASPHALT
REC. ICV
f W1S[fk:l'': v CONCRE
.P REC. ICV 000,o,°eo° 7 \ o °oo °o°oo'oo °ooi
CP a00000000° S� > o0000000i
0 o 0 0 0 o,
.EC. ICV S BRA DIRT CONC SIDEWALK\ SLPB ooOoo / — °� °�
EPB I PB/ I DIRT I GASLAMP
REC. ICV L ST LIGHT
EXIST. 25' WIDE DRIVEWAY 30' ONCRETE
. . . . . . SPHALT
.
m. . . . . . . . . . . . . . . . . . . . . . . . .
.....................
. . . .
�. W W �� . . W VI/ . OR GINAL,�CEN7ERLINE,AF. S. NTA .F DRIVE .PEi- u — W ..W .. . W. . W W. W� . . W . W. V1/ . W. �— W W
YYw VV �� W
I. . . . . ASPHALT
i SANTA FE DRIVE
'G' G G. G. GoNSTI�UCTION GEN RLINE OF NTA FE DFL 35' G G G G G G -G GI G - G
. . . . . . . . . . . . . . . . . . .
................
1 I.1. ...... ........
N .... m
1 T �
W E
LEGEND
PROPERTY
CENTERLINE OF ROAD
CONSTRUCTION ENTRAIN
S" T FENCE
x- - - - - --
■ ■
GRAVEL BAGS
QR
Lu m No. 71651 O m
Exp. 12/31/21
sT CIVIC-
9TF OF CAS -\F
10 0 10 20 30
SCALE: I"-10'
GRAPHIC SCALE IN FEET S
CHANGE NO
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY
DRAWN BY
CHECKED er
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING N0.
DESCRIPTION: ENC -48, 2.5" BRASS DISC IN
NORTHWEST CORNER SANTA FE DRIVE AND
INTERSTATE HIGHWAY 5.
ELEVATION: 173.38
DATUM: NAV
/NT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 9-30-20
]-:� R.C.E. NO.: 71651
BRIAN M. ARDOLINO EXP.: 12 -31 -21
RECOMMENDED: APPROVED:
St-eve, Nmak, EGLWGI rd j. W l.1NLWI PV
STEVE NOWAK EDWARD J. W/MMER
CITY ENGINEER
1016/2020 101612020
DATE DATE
GRADING PLAN FOR:
1262 SAN DIEGUITO DRIVE
APN: 258- 341 -19 -00
CDP- 3013 -2019
14552 -G
LDEV- 012353 -2019
PUBLIC WORKS
BRIAN ARDOL/NO DATE
SENIOR ENGINEER DATE
PLANNING
REVIEWER
INSPECTOR
SHEET 3 OF 5
PLSA 3044
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GENERAL STRUCTURAL NOTES
THESE NOTES SHALL APPLY UNLESS SHOWN /INDICATED OTHERWISE ELSEWHERE IN
THE STRUCTURAL DRAWINGS.
1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE 2019
CALIFORNIA BUILDING CODE (C.B.C)
2. THE CONTRACTOR ACKNOWLEDGES RESPONSIBILITY FOR JOBSITE
SAFETY AND ACKNOWLEDGES THAT THE ENGINEER WILL NOT HAVE SUCH
RESPONSIBILITY. IF A LAWSUIT IS FILED BY ONE OF THE
CONTRACTOR'S OR SUBCONTRACTOR'S EMPLOYEES, OR ANY ONE ELSE,
THE CONTRACTOR WILL INDEMNIFY, DEFEND AND HOLD THE OWNER AND
DSC ENGINEERING, THEIR PARENT AND SUBSIDIARY COMPANIES HARMLESS
OF ANY AND ALL SUCH CLAIMS.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS
BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE
CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE
NOTIFIED IN WRITING BEFORE PROCEEDING WITH WORK.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT
ALL COLUMNS, BEAMS, TRUSSES, ETC. ARE ADEQUATELY BRACED AND
SHORED DURING CONSTRUCTION.
5. UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION
SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND THESE
GENERAL NOTES. TYPICAL DETAILS ARE MEANT TO APPLY EVEN THOUGH
NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS WHERE THE OCCUR.
6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.
7. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.
8. SOIL PROPERTIES, ALLOWABLE DESIGN VALUES, GRADING AND COMPACTION
REQUIREMENTS PER THE PROJECT GEOTECHNICAL REPORT PREPARED BY
ENGINEERING DESIGN GROUP, PROJECT NO. 196093 -1, DATED FEBRUARY 28, 2019.
9. CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO
STARTING WORK, BOTH ABOVE GROUND AND BELOW GROUND, WHICH MAY BE
IMPACTED BY THE WORK SHOWN ON THESE DRAWINGS. ANY CONFLICTS SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
10. ALL ITEMS SHOWN ON THESE PLANS ARE NEW UNLESS NOTED (E), EXIST.
OR EXISTING.
STEEL NOTES
1. ALL WIDE FLANGE MEMBERS SHALL BE IN ACCORDANCE WITH A.S.T.M.
A -992. ALL OTHER STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE
ASTM A36 UNLESS NOTED OTHERWISE. STRUCTURAL STEEL SHALL BE
FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATION
FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS. SPECIAL INSPECTION SHALL BE PROVIDED FOR ALL STRUCTURAL
STEEL IN ACCORDANCE WITH CBC SECTION 1705.2.1, UNLESS FABRICATION
IS PERFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND
APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION, IN
ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTION 1704.2.5.2
OF THE 2013 CBC. AT THE COMPLETION OF FABRICATION, THE APPROVED
FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE CITY
BUILDING OFFICIAL (OR OWNER IF THE PROJECT IS NOT UNDER THE
JURISDICTION OF A BUILDING DEPARTMENT) AND TO THE ENGINEER
STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS.
2. BOLTS SHALL CONFORM TO A.S.T.M. A307 OR BETTER, UNLESS NOTED
OTHERWISE.
3. HOLES FOR BOLTS IN STEEL SHALL BE OF SAME DIAMETER AS BOLT +1/16"
MAXIMUM.
4. ALL WELDING SHALL BE SHIELDED ARC TYPE AND SHALL BE PERFORMED BY
A CERTIFIED WELDER IN A FABRICATION SHOP REGISTERED AND APPROVED
IN ACCORDANCE WITH NOTE 1 ABOVE.CONTIN000S INSPECTION IS REQUIRED
OF ALL FIELD WELDING IN ACCORDANCE WITH AWS D1.1.
5. NO STRUCTURAL STEEL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC.
UNLESS SPECIFICALLY DETAILED AND APPROVED BY STRUCTURAL ENGINEER.
WOOD LAGGING
1. LAGGING SHALL CONFORM TO ANSI /AWC SDPWS -2015 REQUIREMENTS. ALL
LAGGING SHALL BE TREATED WITH PRESERVATIVE, NON - PRESSURE TREATED, AND
SHALL BE DOUGLAS FIR., NO. 1 OR HIGHER GRADE.
DESIGN CRITERIA
DESIGN CODES AND REFERENCES:
CALIFORNIA BUILDING CODE, 2019 EDITION
AISC MANUAL OF STEEL CONSTRUCTION, LRFD 14TH EDITION
CALTRANS TRENCHING AND SHORING MANUAL
- DESIGN STRESSES: STEEL WIDE FLANGES, ASTM A992 Fy = 50 KSI
MISCELLANEOUS STEEL: ASTM A36, Fy = 36 KSI
WELDING: PER AWS DI A, E70XX ELECTRODES
CONCRETE: fc = 2500 PSI, NO SPECIAL INSPECTION
REQUIRED
WOOD: D.F., No. 1, TREATED WITH PRESERVATIVE
-DEAD LOAD: SOIL WEIGHT = 120 PCF
BUILDING LINE LOAD = 1000 PLF
STRUCTURAL SPECIAL INSPECTION REPORT
PREPARED BY , DATED
ON FILE WITH
ENGINEERING DIVISION
INSTALLATION PROCEDURE FOR SHORING
A.INSTALLATION SEQUENCE
1. FIELD SURVEY SHORING ALIGNMENT ACCORDING TO WALL DIMENSIONS &
DATA SHOWN OR AS APPROVED BY THE SHORING ENGINEER.
2. DRILL HOLES FOR CONCRETE ENCASEMENT TO DEPTHS BELOW EXCAVATION
LINE AS SHOWN IN THESE DETAILS AND DRAWINGS
3. PLACE WIDE FLANGE BEAMS IN DRILLED HOLES AND ADJUST FOR PLUMBNESS
AND LOCATION AS SHOWN IN THESE DETAILS AND DRAWINGS
4. INSTALL CONCRETE ENCASEMENT FROM BOTTOM OF DRILLED HOLE UP TO
BOTTOM OF ULTIMATE EXCAVATION LIMITS
5. INSTALL LAGGING FROM TOP DOWN METHOD AND EXCAVATE SOILS WITHIN
THE SHORED PERIMETER ACCORDING TO PLAN. DO NOT EXCAVATE MORE
THAN V BELOW LIMITS OF LAGGING. ADJUST LAGGING FROM TOP DOWN AS
REQUIRED TO PREVENT SLOUGHING OF MATERIAL AT BOTTOM OF EXCAVATION
6. INSTALL SHEAR STUDS & SHOOT SACRIFICIAL SHOTCRETE AT BACK -WALL
FORM LOCATIONS ONLY.
7. INSTALL THE REMAINDER OF THE PROPOSED BUILDING ACCORDING TO
STRUCTURALPLANS.
B. REMOVAL SEQUENCE (COMPLETION OF SHORING SCOPE)
1. SHORING IS DESIGNED TO BE LEFT IN PLACE. TOPS OF SOLDIER PILES CAN BE
CUT AS NEEDED FOR FINAL LANDSCAPING AND WALL INSTALLATION.
STRUCTURAL REVIEW PERFORMED BY ESGIL, A
SAFEBUILT COMPANY, AS PLAN CHECK:
EN- 14552 -G.e DATED SEPTEMBER 16, 2020
EXISTING
POWER POLE
I
I�
I�
I�
I�
EASEMENT
5' PVT EASEMENT
MONITORING REQUIREMENTS
1. THE EXCAVATION AND TEMPORARY SHORING SYSTEM SHALL BE VISUALLY
INSPECTED AT LEAST DAILY BY QUALIFIED CONTRACTOR PERSONNEL TO CHECK
FOR OBVIOUS MOVEMENTS OR CHANGES THAT WERE UNPLANNED OR THAT
MAY BE DETRIMENTAL TO ADJACENT PROPERTIES OR SAFETY. VISUAL
MONITORING SHOULD BE PERFORMED MORE OFTEN DURING THE
PERFORMANCE OF CRITICAL ACTIVITIES, SUCH AS EXCAVATION OR FOUNDATION
INSTALLATION IMMEDIATELY ADJACENT TO SHORING OR AFTER MODERATE TO
SEVERE RAIN EVENTS.
2. THE GENERAL CONTRACTOR SHALL PERFORM A PRE - CONSTRUCTION SURVEY
INCLUDING PHOTOGRAPHS & VIDEO OF THE EXISTING SITE CONDITIONS.
3. MAXIMUM THEORETICAL SHEET PILE DEFLECTION IS 1 -INCH HORIZONTALLY. IF
THE TOTAL CUMULATIVE HORIZONTAL MOVEMENT (FROM START OF
CONSTRUCTION) EXCEEDS THIS LIMIT, ALL EXCAVATION ACTIVITIES SHALL BE
SUSPENDED AND INVESTIGATED BY THE SHORING ENGINEER FOR FURTHER
ACTIONS (AS NECESSARY).
Q0 v 't
END SHORING
-T LO
WOOD LAGGING
(-
SOLDIER PILES /
PROPERTY LINE >�
i \
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I - E' 146 6
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WOOD LAGGING
SOLDIER PILES --i
84' -4"
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2
5 TYP.
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1
5 TYP.
BOOTOM OF EXCAVATION
ELEV. = 143.3'
i
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-SURVEY 0�1 TI ORING POINT
1 SHORING PLAN
SCALE: 1" = 10' -0"
SURVEY MONITORING POINT LOCATED
ADJACENT TO NEIGHBORING RESIDENCE
(TYPICAL, WHERE SHOWN)
BEGIN SHORING
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DRAWING NO.
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DESCRIPTION: ENC -48, 2.5" BRASS DISC IN
NORTHWEST CORNER SANTA FE DRIVE AND
INTERSTATE HIGHWAY 5.
ELEVATION: 173.38
DA TUM: NA VD88
JOSEPH E. DIETZ DATE
SENIOR ENGINEER DATE
LO
INT.
DATE
J
RECOMMENDED: APPROVED:
Stelvel Nowa,k� Edw"dij. Wi4vin�v�.ev'
STEVE NOWAK EDWARD J. WIMMER
10/6/2020 C10/6/ 2020 R
DATE DATE
GRADING PLAN FOR:
1262 SAN DIEGUITO DRIVE
APN: 258- 341 -19 -00
CDP- 3013 -2019
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DRAWING NO.
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DESCRIPTION: ENC -48, 2.5" BRASS DISC IN
NORTHWEST CORNER SANTA FE DRIVE AND
INTERSTATE HIGHWAY 5.
ELEVATION: 173.38
DA TUM: NA VD88
JOSEPH E. DIETZ DATE
SENIOR ENGINEER DATE
INT.
DATE
J
RECOMMENDED: APPROVED:
Stelvel Nowa,k� Edw"dij. Wi4vin�v�.ev'
STEVE NOWAK EDWARD J. WIMMER
10/6/2020 C10/6/ 2020 R
DATE DATE
GRADING PLAN FOR:
1262 SAN DIEGUITO DRIVE
APN: 258- 341 -19 -00
CDP- 3013 -2019
14552-6
LDEV- 012353 -2019
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Know what's below.
0111 before you dig.
DIG ALERT!! TWO WORKING DAYS BEFORE DIG
ALL EXISTING UTILITIES MAY NOT BE SHOWN ON THESE PLANS
DIG ALERT & GENERALCONTRACTOR SHALL LOCATE & POTHOLE
(AS NEEDED), ALL EXISTING UTILITIES BEFORE SHORING WALL
CONSTRUCTION BEGINS.
STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS
DIVISION OF OCCUPATIONAL SAFETY AND HEALTH
TRENCH /EXCAVATION PERMIT NO
AREA OF SHORING WALL (EXPOSED) = 1180 SF
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09.18.2020
DSC ENGINEERING
STRUCTURAL Et CIVIL ENGINEERS
25411 CABOT ROAD, SUITE 205
LAGUNA HILLS, CA. 92653
949.215.5935
BUILDING PERMIT SET - 81512020
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
L1r_1D1L71vr_U 6 /:
LiMli vv/v a /:
UnLUACU of:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
JPK
i JPK
I JED
DESCRIPTION: ENC -48, 2.5" BRASS DISC IN
NORTHWEST CORNER SANTA FE DRIVE AND
INTERSTATE HIGHWAY 5.
ELEVATION: 173.38
DA TUM: NA VD88
JOSEPH E. DIETZ DATE
SENIOR ENGINEER DATE
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 09 -18 -2020
S.E. NO.: 5251
E. DIE
OSEP EXP.: 09 -30 -20
RECOMMENDED: APPROVED:
Stelvel Nowa,k� Edw"dij. Wi4vin�v�.ev'
STEVE NOWAK EDWARD J. WIMMER
10/6/2020 C10/6/ 2020 R
DATE DATE
GRADING PLAN FOR:
1262 SAN DIEGUITO DRIVE
APN: 258- 341 -19 -00
CDP- 3013 -2019
14552-6
LDEV- 012353 -2019
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
SHEET 4 OF 5
SAFETY CABLE RAILING, PER CAL -OHSA
REQUIREMENT AROUND ENTIRE SHORED
PERIMETER, SEE DETAIL 3 THIS SHEET
LIMIT OF EXCAVA
a
ING GRADE
44" MIN
48 TIMBER LAGGING,
/ TREATED FOR
GROUND CONTACT
W8x58 SOLDIER PILE
✓�i�i�i�
@ 8' -0" SPACING
CONCRETE
ENCASEMENT
4
u
me
1 SOLDIER PILE SECTION
SCALE: 1" = 5'
2' -0 "0 SOLDIER PILE
CONCRETE
ENCASEMENT
"' 4x58 SOLDIER PILE
4x8 TIMBER LAGGING, TREATED
2 SOLDIER PILE DETAIL
SCALE: 1" = 1'
/— EXISTING PROPERTY LINE
SECTION AT CONCRETE ENCASEMENT
SCALE: 1" = 1'
L3x3x1 /4 ANGLE I
EACH SOLDIER BEAT
3/8" 0 WIRE ROPE)
SHORING PEF
SOLDIER P
CAL -OSHA GUARDRAIL DETAIL
SCALE: 1/2" = 1'
Q�0F ss /0
w No. S5251 N m
EX P: i9 2
U T �
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09.18.2020
�� rl =1 11=1 I z1=4 I zLc l
STRUCTURAL Et CIVIL ENGINEERS
25411 CABOT ROAD, SUITE 205
LAGUNA HILLS, CA. 92653
949.215.5935
BUILDING PERMIT SET - 81512020
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
U r- -)IL °'.
LlRf+vviv
a is
Uncc ncu D r:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
PK
J K
JPK
F JED
DESCRIPTION: ENC -48, 2.5" BRASS DISC IN
NORTHWEST CORNER SANTA FE DRIVE AND
INTERSTATE HIGHWAY 5.
ELEVATION: 173.38
DATUM: NA VD88
JOSEPH E. D/ETZ DATE
SENIOR ENGINEER DATE
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 09 -18 -2020
S. E. NO.: 5251
OSEP E. DIETZ EXP.: 09 -30 -2o
RECOMMENDED: APPROI/ED:
StPN Nowak Edwa*-c� j. W
STEVE NOWAK EDWARD J. WIMMER
10/6/2020 CITY ENGINEER
DATE DATE
GRADING PLAN FOR:
1262 SAN DIEGUITO DRIVE
APN: 258- 341 -19 -00
CDP- 3013 -2019
14552 -G
LDEV- 012353 -2019
PUBLIC *VRKS
PLANNING
REWEWER
SHEET 5 OF 5
INSPECTOR