2020-14747 G LDEV-012506-2020 (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 'UPDATED GEOTECHNICAL INVESTIGATION REPORT, PROPOSED MCMILLIN
RESIDENCE, 1349 CREST DRIVE, ENCINITAS, CALIFORNIA" PREPARED BY CHRISTIAN WHEELER ENGINEERING
DATED 1211612109 AND THE INFILTRATION STUDY TITLED 'PRELIMINARY STORM WATER INFILTRATION
FEASIBILITY STUDY, PROPOSED MCMILLIN RESIDENCE, 1349 CREST DRIVE, ENCINITAS, CALIFORNIA';
PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED 711312020 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.
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5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR
REPAIRED TO CONDITION EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED
OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A
LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY
AND HEALTH STANDARDS, LAWS AND REGULATIONS.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5'30 P.M. AND 730 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. 14747-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 CONTRACTORS 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 PALEONT06ICAL 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.$ 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 CORONERS 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 (IN
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 ANDY MCMILLIN AT (858) 245-8812,
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/8MP.
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.
B. 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 OILI 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.
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 - DEH - (858) 505-6700
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.
FIRE NOTES.
1. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND
MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH
THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT.
2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE FOLLOWING HEIGHT(S): 36
TO 42 INCHES ABOVE FINISHED GRADE, TO THE TOP OF THE CONNECTION.
A. IF AN FDC IS INSTALLED SEPARATE FROM THE BACKFLOW/DOUBLE DETECTOR CHECK, IT
SHALL BE LOCATED A MINIMUM OF 5 FEET FROM THE BACKFLOW/DDC VALVE.
B. WHEN AN FDC IS ATTACHED TO THE BACKFLOW/DDC THE FDC MOUNTING HEIGHT SHALL
STILL BE 36 TO 42 INCHES MAX ABOVE FINISHED GRADE.
C. IF THE BACKFLOW/DDC IS INSTALLED WITHOUT AN VDC, BOTH OS&Y VALVE HANDLES
SHALL BE MOUNTED 36 TO 42 INCHES ABOVE FINISHED GRADE.
D. BUSHES, TREES, AND SIMILAR FOLIAGE SHALL NOT BE LOCATED WITHIN A RADIUS OF 5
FEET OF THE FDC OR BACKFLOW/DDC VALVE ASSEMBLY. GROUND COVER LANDSCAPE IS
ACCEPTABLE.
E. TOP OF STEM FOR BACKFLOW/DDC SHALL NOT EXCEED 48 INCHES IN HEIGHT.
3. PRIOR TO THE DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE
PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE
SATISFACTION OF THE FIRE DEPARTMENT. -
A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE
INSPECTING DEPARTMENT OR AGENCY,
B. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A
PERMANENT ALL-WEATHER SURFACE FOR EMERGENCY VEHICLES: AND
C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVE AND ACCEPTED BY THE FIRE
DEPARTMENT AND APPLICABLE WATER DISTRICT.
EARTHWORK DATA II GEPAMVBT OF
STEEPEST EXISTING NATURAL SLOPE ON -SITE = _N/A
MAXIMUM VERTICAL DEPTH OF CUT = 4.5'
MAXIMUM VERTICAL DEPTH OF FILL = 3.7'
CUT = 1.250 C.Y. FILL = 880 C.Y.
EXPORT= 370 C.Y.
REMEDIAL = 850 C.Y.
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.
CONSTRICTION STTF 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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STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF
STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT
CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
FLOWS AND 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
TORS' 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 STOPMDRAIN INLETS ON
PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. 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.
HEU.TM
IMPERVIOUS AREA
AREA
DISTURBED.
=40,382
SF
TOTAL
EXISTING ON -SITE IMPERVIOUS AREA:
= 51867
SF
TOTAL
NEW ON -SITE IMPERVIOUS AREA:
=14,527
SF
TOTAL
EXISTING ON -SITE IMPERVIOUS AREA TO REMAIN.'
= 1,938
SF
TOTAL
NET INCREASE IN ON -SITE IMPERVIOUS AREA:
=10,598
SF
SHEET INDEX
1 TITLE SHEET
2 NOTES, SECTIONS & DETAILS
3 GRADING PLAN
4 EROSION CONTROL
5 STRUCTURAL WALL NOTES & DETAILS
PUBLIC WORKS
PLANNING DIVISION
ANDREW S. MCMILLIN & TARA MCMILLIN TRUSTEES
OF THE ANDREW & TARA MCMILLIN LIVING TRUST
P.O. BOX 21010
EL CAJON, CA 92021
(858) 245-8812
SITE ADDRESS
1349 CREST DRIVE
ENCINITAS, CA 92024
APN.262-012-11
LEGAL DESCRIPTION
REAL PROPERTY IN THE CITY OF ENCINITAS, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
THE WESTERLY 278.03 FEET OF LOT 7 IN BLOCK 'E" OF
PALOMARES HEIGHTS, IN THE CITY OF ENCINITAS, COUNTY OF
SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF
NO. 2114, FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY, JUNE 19, 1928.
SITE
VICINITY MAP
OWNER'S CERTIFICATE NOT TO SCALE
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 ORCONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR
APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
. �V
vvN
SIGNATURE. DATE: IIO 20
ANDREW MCMILLIN
ANDREW AND TARA MCMILLIN LIVING TRUST
v ` clV
SIGNATURE: DATE: II/30120
TARA MCMILLIN
ANDREW AND TARA MCMILLIN LIVING TRUST
SOILS ENGINEERS CERTIFICATE
I, DANIEL ADLER 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 5122118. 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.
Qp,OFESSI(01-) p
O l
10115120
8.
L 4
Z �
DANIEL B. ADLER DATE
RCE 36037 ti
EXP. DATE: 06130122 CD
No. 36037
Exp. 06/30/22
CHRISTIAN WHEELER ENGINEERING S'T CIVIL
3980 HOME AVENUE q
OF
SAN DIEGO CA 92105
CA
(619) 550-1700
JOB #: 2190113.01
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 ORPROFESSION. 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: r' DATE: 11/23/2020
BRIAN ARDOLINO
QppFESSIpN
PASCO LARET SUITER & ASSOCIATES
535 N. HIGHWAY 101 SUITE A Z q
SOLANA BEACH, CA 92075cp
(858) 259-8212 ,`�" ti� �� z
RCE EXPIRES: 12-31-21 CM w o No. 71651 o rn
m
Exp. 12/31/21
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 � fx 858.259.4812 1 plsaengineering.com
PARKS AND RECREATION
BMP PROJECT STATUS
PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY
HOMEOWNER IN ACCORDANCE WITH 'MAINTENANCE AGREEMENT FOR
PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION
CONTROL FACILITIES"
RECORDED ON ------------
AS DOC. #
SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
n Annette Saul 12/9/20
12/D7/2020 "2I1I2p�a
SIGN DATE SIGN DATE SIGN DATE SIGN DATE SIGN DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT
APPROVALS
UCJ
DT:
V UI IHTRG '
LI1ClRA or:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS
- DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
I'RG
DESCRIPTION.' STATION 'ENC 39"
LOCATION.' 2.5" BRASS DISC By TOP OF CURB M,w
DF�THE MIDGE NT OF OF IETUiV OR & LAKE
RECORD FROM: ROS IB416
ELEVATION: 323.983
DATUM: NAVD88
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
/1 _ DATE: II/23/2020
r\. //��►�ll-- R.C.E. NO.: 71651
BRIAN MICHAEL ARDOLINO 12-31-21
EXP.:
RECOMMENDED. APPROVED.
Ste�ve� Nawa ly ��,��C . ?.d;�,ry,, �
STEVEN NOWAK EDWARD J. WIMMER
DATE 12/10/2020 DATE !2llO12020
GRADING PLAN FOR:
1349 CREST DRIVE
ANDREW & TARA MCMILLIN LIVING TRUST
APN: 262-012-11
PLANNING CASE NO. CDP-003420-2019
14747'G
LDEV-012506-2020
PUBLIC S
BRIAN M. ARDOLINO DATE
FLAMBE
REV�R
SENIOR ENGINEER DATE
INSPECTOR
SHEET 1 OF 5
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PLSA 3088 F 11/30/2020
kinrC0.
SAN DIEGUITO WATER DISTRICT NOTES
1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE RESPONSIBILITY OF
THE OWNERS. THIS WILL INCLUDE ANY POST -CONSTRUCTION BMP AS WELL AS ANY
CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR
FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION
OPERATIONS.
2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL
MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS, DIRECTING
WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR
STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS
WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER,
AND SPILL CLEAN UP TECHNIQUES.
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK-
PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN
ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH
AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION
OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE
COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED
SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH
THE STOCKPILED MATERIAL.
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF
DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF
THE SOIL IS SUFFICIENTLY SATURATED.
5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND
MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR
MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN THE
EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS
REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE
SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN
OFFLINE. IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED.
6. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
7. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF
WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE
AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW
WHERE THE LOCATION OF THE PROPERTY LINE IS.
B. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
9. 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.
10. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER,
JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL
EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER
ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM
LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE
NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER
QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS,
COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE
TOILETS OVER A PERVIOUS SURFACE.)
11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED.
DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS
AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES
SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE
DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM
IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR
BMP S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS
PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS
WITHOUT A CITY PERMIT.
ROOF DRAIN NOTE • FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF
FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO
COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM
DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER
POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
GRADING NOTE: ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE
APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS
ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF
THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSSION FROM THE
ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR
TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE
PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND
SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE
PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
EXISTING EASEMENTS
EASEMENTS PER TITLE REPORT DATED 0710712020 BY FIRST AMERICAN TITLE CO.:
03 AN EASEMENT FOR RIGHT OF WAY AND INCIDENTAL PURPOSES TO SDG&E IN
THE DOCUMENT RECORDED 12/15/43 AS BOOK 1604, PAGE 114 OF O.R. THE
LOCATION 9 WIDTH OF THE EASEMENT CANNOT BE DETERMINED FROM RECORD
INFORMATION.
® AN EASEMENT FOR RIGHT OF WAY FOR DRIVEWAY PURPOSES AND INCIDENTAL
PURPOSES IN THE DOCUMENT RECORDED 9130147 AS BOOK 2493, PAGE 277
OF O.R.
AN EASEMENT FOR PUBLIC RIGHT OF WAY EASEMENT AND INCIDENTAL
PURPOSES IN THE DOCUMENT RECORDED 4/01/0B AS INSTRUMENT NO.
08-169415 OF O.R.
DEVELOPMENT NOTES.
1. ALL EXISTING STRUCTURES ON SITE ARE TO BE DEMOLISHED UNLESS
NOTED OTHERWISE.
2. EXISTING UTILITIES SHOWN PER BEST AVAILABLE RECORDS. ACTUAL FIELD
CONDITIONS MAY VARY
3. ALL EXISTING OVERHEAD ONSITE UTILITIES TO BE UNDERGROUNDED.
4. ALL UNDOCUMENTED AND/OR UNSUITABLE FILL MATERIALS ACROSS THE
ENTIRE PROJECT SITE SHALL BE REMOVED AND REPLACED TO THE
SATISFACTION OF THE PROJECT SOILS ENGINEER AND CITY ENGINEER.
5. THE DEVELOPEMENT PROPOSES TO DISTURB APPROX. 40,382 SF OR 0.93 AC.
6. THE DEVELOPMENT PROPOSES TO UTILIZE A SEPTIC SYSTEM.
7. PER THE PROJECT GEOTECHNICAL REPORT, EXTERIOR CONCRETE SLABS ON
GRADE SHALL HAVE A MINIMUM THICKNESS OF 5 INCHES AND BE REINFORCED
WITH AT LEAST NO. 4 BARS PLACED AT 18 INCHES ON CENTER EACH WAY
(OCEW). DRIVEWAY SLABS ABUTTING LANDSCAPE AREAS SHOULD BE PROVIDED
WITH A THICKENED EDGE AT LEAST 12 INCHES DEEP AND 6 INCHES WIDE.
SEE PROJECT GEOTECHNICAL REPORT FOR MORE RECOMMENDATIONS.
1. WATER MAIN, 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 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.
B. 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 EFFECT 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.
MONUMENT NOTE:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION.
SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE
MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL
ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD
OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE
LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS
REQUIRED BY THE LAND SURVEYORS ACT
INSPECTION NOTE.'
SPECIAL INSPECTION OF ALL POST CONTRUCTION BMP PLANTERS, CLEANOUTS, ETC. BY
THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE
FOLLOWING STAGES. PROGRESS PICTURES OF BMP PLANTERS, CLE4NOUTS, ETC.
CONSTRUCTION SHALL BE TAKEN & PROVIDED TO THE CITY AT THE FOLLOWING STAGES:
1. PLANTER BMP WALL INSTALLATIONS
2. PLACEMENT OF PERFORATED PIPE$ RISER PIPES, OUTLET PIPES ETC.
3. PLACEMENT OF GRAVEL LAYERS
4. PLACEMENT OF ENGINEERED SOIL LAYERS
5. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED
SEE SPECIAL INPSECTION REPORT PREPARED BY PASCO LARET SUITER &
ASSOCIATES DATED ON FILE WITH ENGINEERING DIVISION
m
APN
262-012-08
0
GAP/JOINT FILLER* 10' MAX
' 17.
d ....
1%MIN
e��e��e���-:tee•®
18 " ENGINEERED-
* SEE NOT BEL II I
IMPERMEABLE LINER ON SIDS DAILl�TO
DEEP-ROOTED DROUGHT
TOLERANT PLANTS FOR
WELL -DRAINED SOILS OR
CITY APPROVED EQUIV.
1 12"X12" BROOKS BOX
OVERFLOW INLET
TG 385.6 TW 366.3
II \I I/ III II 4 IR OVERFLOW
�o" uTAI WEIR IE 385.96
2 X1.5' GRAVEL
SPREADER
SATISFACTION OF GEDTECHNICAL ENG
6" OF 3/8" GRAV�-
12" OF 3/4" GRAY
** SEE NOTE BELO I 1=III- 4"p VAC
4" PERFORATED PIPE -FLOW ORIFICE DRILLED
3" MIN AGGREGATE BELOW UNDERDRAIN INTO RESrRICTOR PLATE. PERF. PIPE
NETWORK TO HAVE ONLY 1 POINT OF
CONNECTION TO A BOX VIA ORIFICE
5" THICK CONCRETE PA
W/ N0. 4 BARS PLACED 18" OCEW YR ROCK
PER GEOTECH RECOMMENDATIONS' GER
*GAP/JOINT BETWEEN PAVERS SHALL BE A MINIMUM OF 5%
OF THE PAVER DIMENSION. A JOINT SHALL BE INSTALLED
AT THE OUTER BOUNDARY OF THE PAVER. ALL JOINTS TO
BE FILLED WITH 3/8" OR LARGER CRUSHED ROCK OR GRAVEL.
NOTE.' SEE CUT-OFF WALL & STABILIZATION FABRIC PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS
CUSTOM PERVIOUS PAVER DRIVEWAY DETAIL
NTS
* 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 HARDWOORD MULCH, AND
20% TOPSOIL, FREE OF STONES, STUMPS; ROOTS, OR SIMILAR OBJECTS,
AND ALSO FREE OF NOXIOUS WEEDS.
** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
BIORETENTION AREA DETAIL
NTS
HOLD HARMLESS FOR DRAINAGE AGREEMENT
RECORDED APRIL 1, 2020 AS DOCUMENT
2008-169414 OF O.R.
ENCROACHMENT MAINTENANCE 6 REMOVAL AGREEMEN'
RECORDED 1 2020 AS
DOCUMENT 2020- ____________- OF O.R.
NTS
GAP/JOINT FILLER* 10' MAX
Q
4" THICK CONCRETE PA
W/ NO. 3 BARS PLACED 18" 0 �1= 6" MIN CRUSHED ROCK
PER GEOTECH RECOMMENDATI III -III- 3/4" OR LARGER
*GAP/JOINT BETWEEN PAVERS SHALL BE A MINIMUM OF 5%
OF THE PAVER DIMENSION. A JOINT SHALL BE INSTALLED
AT THE OUTER BOUNDARY OF THE PAVER. ALL JOINTS TO
BE FILLED WITH 3/8" OR LARGER CRUSHED ROCK OR GRAVEL.
NOTE SEE CUT-OFF WALL & STABILIZATION FABRIC PER
GEOTECHNICAL ENGINEER RECOMMENDATIONS
CUSTOM PERVIOUS PAVER PATIO DETAIL
NTS
PL
I
APN
262-012-10
ORIFICE PLATE.' MIN SQUARE
DIMENSIONS 1.0 FT GREATER MIN. 6"
THAN PIPE DIA. HOT DIP (TYP.) STAINLESS STEEL 1/4"
GALVANIZED PLATE AFTER BOLT OR APPROVED EAUAL
HOLES HAVE BEEN DRILLED
INFLOW PIPE (4"
• PERF. PVC TYP.)
N
LOW -FLOW ORIFICE
y y (SIZE PER PLAN)
NOTE ORIFICE AND FLANGE -TCL 3/8" DIA.
CONNECTION TO CONCRETE F- HOLE (TAP.)
SHALL BE FILLED WITH 30
DUROMETER NEOPRENE RING
FLOW CONTROL ORIFICE PLATE DETAIL
NTS
BUBBLER ip' MIN ' i5' MAX -
- <-3 O
-tS-O O O Off,
2' -cS- O O 0�0_-� -r
0cT�ZS00�0�0__� -
v- O O 0�O--�'--
O_ O___o--
rs 4" PERFORATED
COBBLE STORMORAIN PIPE
RIP -RAP IE 381.3
SPREADER
COBBLE RIP -RAP SPREADER DETAIL
NTS
PL
EX. ACCESS
EASEMENT 10'
ENCE PER APN
OTHERS i 262-012-12
- Z F%T IT
-I � Irt
-IIII EX. AC DWY
�i on�rl �cn TO REMAIN
LEGEND
SUBDIVISION BOUNDARY
ADJACENT PROPERTY LINE
PROPOSED SETBACKS
CENTERLINE OF RIGHT-OF-WAY
EXISTING EASEMENT
EXISTING SPOT ELEVATION
EXISTING CONTOUR
EXISTING WATER MAIN
EXISTING SEWER MAIN
PROPOSED TOP AND BOTTOM
OF RETAINING WALL ONLY
PROPOSED SPOT ELEVATION
PROPOSED CONTOUR
PROPOSED BUILDING FOOTPRINT
4" PVC DRAINAGE PIPE
6" PVC DRAINAGE PIPE
8" PVC DRAINAGE PIPE
DRAINAGE DIRECTION
DRAINAGE SWALE (1% MIN)
RETAINING WALL PER STRUCTURAL
LIMIT OF GRADING
LIMIT OF PAD
PCC PAVING
PERVIOUS PAVER PER OTHERS
BIORETENTION BASIN
SITE WALL PER OTHERS
k100.0
S
TW@FG 102.0
BW@ FG l00.0
FS 100.0
AB
AGGREGATE BASE
AC
ASPHALT CONCRETE
APPROX
APPROXIMATE
BCR
BEGIN CURB RETURN
BW@FG
BOTTOM OF WALL AT FINISH GRADE
CL
CENTER LINE
DW
DOMESTIC WATER
ECR
END CURB RETURN
EE
EMBEDMENT ELEVATION
EL
ELEVATION
EX
EXISTING
FS
FINISH SURFACE
FG
FINISH GROUND
FYSB
FRONT YARD SETBACK
FL
FLOWLINE
HP
HIGH POINT
IE
INVERT ELEVATION
LF
LINEAR FEET
MAX
MAXIMUM
MIN
MINIMUM
OCEW
ON CENTER EACH WAY
PL
PROPERTY LINE
PROP
PROPOSED
PUB
PUBLIC
PVT
PRIVATE
RIM
RIM ELEVATION
RYSB
REAR YARD SETBACK
SO
STORM DRAIN
SDRSD
SAN DIEGO REGIONAL STANDARD DRAWING
SF
SQUARE FEET
SS
SANITARY SEWER
SYSB
SIDE YARD SETBACK
TC
TOP OF CURB
TF
TOP OF FOOTING
TG
TOP OF GRATE
TW
TOP OF WALL
TW@FG
TOP OF WALL AT FINISH GRADE
TYP
TYPICAL
I\IV
WALL PER STRUCTURAL
SEE SHEET 5
CIO
No. 71651
Exp. 12/31/21
PASCO URET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 I\Torth Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 0 fa 858.259.4812 1 plsaengineering.com
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
UCJ DT:
UI IHT DT:
LI1ClRCU DT:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
I'RG
DESCRIPTION.' STATION 'ENC 39"
LOCATION: 2.5" BRASS DIX IN TOP aF CUB NW
QUADRANT OF BIRIVECHAM OR & LAKE
DR IN THE MIDDLE OF RETURN
RECORD FROM: ROS 18416
ELEVATION: 323.983
DATUM: NAVD88
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: II/23/2020
r\, - R.C.E. NO.: 71651
k OC.
BRIAN MICHAEL ARDOLINO 12-31-21
EXP.:
RECOMMENDED: APPROVED:
Steve/ Nowak. d . wl�
STEVEN NOWAK EDWARD J. WIMMER
DATE 12/10/2020 DATE !2llO, 00Z0
GRADING PLAN FOR:
1349 CREST DRIVE
ANDREW & TARA MCMILLIN LIVING TRUST
APN: 262-012-11
PLANNING CASE NO. CDP-003420-2019
14747-G
LDEV-012506-2020
PUBLIC WOWS
BRIAN M. ARDOLINO DATE
FLAMBE
REV�R
SENIOR ENGINEER DATE
INSPECTOR
SHEET 2 OF 5
PLSA 3088 F ii/30/2020
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__ __ __ __ __ __-__ __ __ __�__ ____� __ _ter______-
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APN 262-012-13
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J" co If z PASCO LARET SUITER
Cm No. 71651 M
mExp. 12/31/21� & ASSOCIATES
{} CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
GRAPHIC SCALE 1 "-10
S'T CIVIC- P 535 North Highway 101, Ste A, Solana Beach, CA 92075
�� OF CCR ph 858.259.8212 0 £z 858.259.4812 plsaengineering.c®m
0 10 20 30
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: STATION 'ENC-39" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR:
LOCATION.' 2.5" eBass DISC IN TOP OF CIM Nw PUBLIC WORKS 1349 CREST DRIVE 14747-G
QUADRANT OF BMVINGHAM OR & LAKE BRIAN M. ARDOLINO DATE j
DATE: 11/23/2020 StP�yPrNdWGlac � d �• � ��
OR IN THE MICE OF RETININ PLANNING � . STEVEN NOWAK EDWARD J. WIMER ANDREW & TARA MCMILLIN LIVING TRUST
RECORD FROM: ROS 18416 i\, G. - R.C.E. NO.: 71651 LDEV-012506-2020
ELEVATION: 323.983 REVIEWER BRIAN MICHAEL ARDOLINO 12-31-21 APN: 262-012-11
DATUM. NAVD88 SENIOR ENGINEER DATE INSPECTOR EXP.: DATE 12/10/2020 DATE lZIJOlZOZO PLANNING CASE N0: CDP-003420-2019 SHEET 3 OF 5
PLSA 3086 F 11/30/2020
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS. PLACEMENT
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. DCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN DRIVEWAY, AND STREET.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE-FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
2006-27.
DESIL TING NOTE.'
THE PROPOSED AREAS DEDICATED FOR BIORETENTION BASINS SHALL BE USED AS
DESILTING BASINS DURING CONSTRUCTION.
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NOT TO SCALE
1.SET POSTS AND EXCAVATE A 4 BY 4
IN (10 BY 10 CM) TRENCH UPSLOPE
FROM AND ALONG THE LINE OF POSTS
LEGEND
HATCHED AREA REPRESENTS
CONSTRUCTION ENTRANCE ::�=::` ::==•
PER DETAIL A
GRAVEL BAGS PER DETAIL B o00000000
SILT FENCE PER DETAIL C
N
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AGGREGATE A p QP�NAELIONq�
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FABRIC �--� 4 IN (10 CM) ENTRANCE IN THE FIELD AS NECESSARY.
ORIGINAL ° WIDTH AS REQUIRED o No. 71651 0
LLGRADE } ° . d ° ° °° ° ° 2. ATTACH THE FILTER FABRIC TO CONSTRUCT SEDIMENT BARRIER AND c� Q z m
TO ACCOMODATE 3. BACKFILL AND COMPACT THE CHANNELIZE RUNOFF TO SEDIMENT Exp. 12/31/21 a ° ° 4 ANTICIPATED TRAFFIC THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. TRAPPING DEVICE
° L3L1 ° ° ° °
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TWO LAYERS OF GRAVEL I �1
SECTION A -A A BAGS WITH ENDS _ WIRE _
19' RADIUS OVERLAPPED
GAP BETWEEN BAGS
MINI PASCO LARET SUITER
50' MIN
DETAIL A: CONSTRUCTION ENTRANCE " ACTS AS SPILLWAY-��-� & ASSOCIATES
NOT TO SCALE DETAIL B: GRAVEL BAGS CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
NOT TO SCALE DETAIL C: SILT FENCE 535 I\r®rth Highway 101, Ste A, Solana Beach, CA 92075
NOT TO SCALE ph 858.259.8212 0 fa 858.259.4812 I plsaengineering.com
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION.' STATION 'ENC 39• INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR.'
LOCATION., 2.5• BRASS DISC Dv TOP OF CURB NW PLOLIC WOWS Steve/No-wak. • '1349 CREST DRIVE 14747-`71
QUADRANT OF BIF WECHAM OR & LAKE BRIAN M. ARDOLINO DATE DATE: 1112312020
DR IN THE MIDDLE OF RETU3N FLAMBE � STEVEN NOWAK EDWARD J. WIMMER ANDREW & TARA MCMILLIN LIVING TRUST
RECORD FROM: ROS 18416 r\, �/tl��— R.C.E. NO.: 71651 LDEV-012506-2020
ELEVATION: 323.983 REVIEKER BRIAN MICHAEL ARDOLINO 12-31-21 APN: 262-012-11
DATUM: NAVDBB SENIOR ENGINEER DATE INSPECTOR EXP.: DATE 12/10/2020 DATE !2llO, 00Z0 PLANNING CASE N0: CDP-003420-2019 SHEET 4 OF 5
PLSA 3088 F 11/30/2020
GENERAL STRUCTURAL NOTES
STATEMENT OF SPECIAL INSPECTIONS
GENERAL
1, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK, THE ARCHITECT SHALL
BE NOTIFIED OF ANY DISCREPANCIES FOUND,
2, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE ERECTION, SHORING AND BRACING AS
REQUIRED FOR STABILITY OF ALL STRUCTURES AND EMBANKMENTS DURING ALL PHASES OF
CONSTRUCTION,
a IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE
DRAWINGS.
4, BEFORE COMMENCING EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING
UNDERGROUND UTILITIES, VALVE PITS OR VAULTS AND SHALL NOT PERFORM WORK THAT WILL DAMAGE
THEM OR INTERFERE WITH THEIR SERVICE,
5, STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO ARCHITECTURAL APPURTENANCES OR
MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION,
6, THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT
INDICATE METHODS OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ALL MEASURES
NECESSARY TO PROTECT EXISTING AND NEW STRUCTURES DURING CONSTRUCTION, SUCH MEASURES
SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING, ET CETERA FOR ALL CONSTRUCTION
PHASE LOADS.
7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND
REGULATIONS DURING THE WORK, THE STRUCTURAL ENGINEER WILL NOT ADVISE ON NOR ISSUE
DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS.
8, THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL
PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN
PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED, THE
INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTION BRACING, SHORING
TEMPORARY SUPPORTS, ETC, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR,
9. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND
SEQUENCES OF PROCEDURES TO PERFORM THE WORK, THE SUPERVISION OF THE WORK IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR,
REINFORCED CONCRETE
1, CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4000 PSI,
UNLESS OTHERWISE NOTED,
2, MIX DESIGN REQUIREMENTS; CEMENT SHALL BE TYPE IW; MAXIMUM SLUMP SHALL BE 4" (MAXIMUM
SLUMP OF 8" SHALL BE PERMITTED AFTER INTRODUCTION OF A WATER -REDUCING OR
SUPER -PLASTICIZER ADMIXTURE); MAXIMUM AGGREGATE SIZE SHALL BE 3/4"; MAXIMUM WATER -CEMENT
RATIO SHALL BE 0,45. WEIGHT OF FINE AGGREGATES SHALL NOT EXCEED 43% OF TOTAL WEIGHT OF
FINE AND COARSE AGGREGATES COMBINED, THOROUGHLY CONSOLIDATE CONCRETE USING
MECHANICAL VIBRATORS.
a ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL -SECURED IN POSITION
PRIOR TO PLACING CONCRETE
4, PROVIDE A 3/4" CHAMFER ON ALL EXPOSED CORNERS UNLESS OTHERWISE NOTED ON THE DRAWINGS,
5. ALL COLD JOINTS SHALL BE ROUGHENED AND CLEANED PRIOR TO PLACING CONCRETE,
6, CONSTRUCTION JOINTS IN CONCRETE INDICATED WITH A ROUGH, CLEAN SURFACE SHALL HAVE A 1/4"
MINIMUM AMPLITUDE.
REINFORCING STEEL
1, NON -WELDED STEEL BAR REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. WELDED STEEL
BAR REINFORCING AND REINFORCING IN WALLS SHALL CONFORM TO ASTM A706, GRADE 60.
2. BAR LAP SPLICE LENGTHS FOR BARS INSTALLED IN CONCRETE SHALL BE 48 BAR DIAMETERS UNLESS
OTHERWISE NOTED ON THE DRAWINGS.
a MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS UNLESS OTHERWISE
NOTED ON THE DRAWINGS:
CONCRETE CAST AGAINST EARTH 3"
FORMED CONCRETE EXPOSED TO EARTH 2"
CONCRETE EXPOSED TO WEATHER 2"
ALL OTHER 1 1/2"
4, ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE LATEST
EDITION OF ACI 315, DETAILS AND DETAILING OF CONCRETE REINFORCEMENT
FOUNDATION
1, UPDATED GEOTECHNICAL INVESTIGATION REPORT FOR PROPOSED McMILLIN RESIDENCE, 1349
CREST DRIVE, ENCINITAS, CALIFORNIA 92024, PREPARED BY CHRISTIAN WHEELER ENGINEERING,
JOB NO, CWE 2190113,01, DATED DECEMBER 6, 2019.
a. ALLOWABLE SOIL BEARING PRESSURE (SHALLOW FOUNDATIONS) 2,450 PSF
b, ALLOWABLE EQUIVALENT FLUID PASSIVE SOIL PRESSURE 300 PSF/FT
STRUCTRURAL SPECIAL INSPECTION REPORT
PREPARED BY , DATED
ON FILE WITH ENGINEERING DIVISION
DESIGN CRITERIA
1. DESIGN BUILDING CODE
2. OCCUPANCY CATEGORY
a ROOF LIVE LOAD
4, WIND DESIGN CRITERIA:
BASIC WIND SPEED
WIND EXPOSURE
5, SEISMIC DESIGN CRITERIA,
SHORT PERIOD MCE SPECTRAL
RESPONSE ACCELERATION, SS
1 SECOND PERIOD MCE SPECTRAL
RESPONSE ACCELERATION, S1
SHORT PERIOD MCE SPECTRAL
RESPONSE ACCELERATION, Sms
1 SECOND PERIOD MCE SPECTRAL
RESPONSE ACCELERATION, SM1
SITE CLASS
SEISMIC DESIGN CATEGORY
DESIGN SHORT PERIOD MCE SPECTRAL
RESPONSE ACCELERATION, SOS
DESIGN 1 SECOND PERIOD MCE SPECTRAL
RESPONSE ACCELERATION, SD1
SEISMIC FACTORS
RESPONSE MODIFICATION FACTOR, R
STRUCTURAL OVERSTRENGTH FACTOR, Qo
DEFLECTION AMPLIFICATION FACTOR, Cd
SEISMIC IMPORTANCE FACTOR, I
HORIZONTAL STATIC BASE SHEAR, CS
VERTICAL SEISMIC LOAD EFFECT, Ev
2019 CALIFORNIA BUILDING CODE
II
20 PSF
110 MPH
C
1.115
0,399
1.338
0.599
C
D
0.892
0.399
6.5
2.5
4.0
1.0
0.137 W
0.178 D
STRUCTURAL REVIEW PERFORMED BY ESGIL,
A SAFEBUILT COMPANY, AS PLAN CHECK
2020- 14747-Ge , DATED October 12, 2020
STRUCTURAL OBSERVATION
THE OWNER SHALL EMPLOY THE STRUCTURAL ENGINEER OF RECORD, OR ANOTHER ENGINEER DESIGNATED
BY THE STRUCTURAL ENGINEER OF RECORD, TO PERFORM STRUCTURAL OBSERVATIONS AS DEFINED IN
SECTION 1709 OF THE 2019 CALIFORNIA BUILDING CODE, OBSERVED DEFICIENCIES SHALL BE REPORTED IN
WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR, CONTRACTOR, AND THE BUILDING OFFICIAL
THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDING OFFICIAL A WRITTEN STATEMENT THAT THE
SITE VISITS HAVE BEEN MADE AND IDENTIFYING ANY REPORTED DEFICIENCIES THAT, TO THE BEST OF THE
STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED. STRUCTURAL OBSERVATIONS ARE IN
ADDITION TO, AND NOT A SUBSTITUTE FOR, THE SPECIAL INSPECTIONS INDICATED BELOW AND THOSE
INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR,
STRUCTURAL OBSERVATION SHALL BE REQUIRED AT THE FOLLOWING STAGES OF CONSTRUCTION;
1. FOUNDATIONS; PRIOR TO PLACEMENT OF STRUCTURAL CONCRETE FOR ALL FOOTINGS, ALL
REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS (INCLUDING HARDWARE FOR
SHEAR WALL HOLD DOWNS) SHALL BE SECURED IN PLACE PRIOR TO CALLING FOR STRUCTURAL
OBSERVATION,
SPECIAL INSPECTION AND TESTING
1. NOTICE TO THE APPLICANT / OWNER / OWNER'S AGENT / ARCHITECT / ENGINEER OF RECORD; BY
USING THESE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION / INSTALLATION OF THE
WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE CITY OF SAN
DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING,
AND OFF -SITE FABRICATION OF BUILDING COMPONENTS CONTAINED IN THE STATEMENT OF SPECIAL
INSPECTIONS AND AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES,
2, NOTICE TO THE CONTRACTOR / BUILDER / SUB -CONTRACTOR / OWNER -BUILDER; BY USING THESE
PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION / INSTALLATION OF THE WORK HEREIN,
YOU ACKNOWLEDGE AND ARE AWARE OF THE REQUIREMENTS CONTAINED IN THE STATEMENT OF
SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE CITY OF SAN DIEGO
FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING, AND
OFF -SITE FABRICATION OF BUILDING COMPONENTS CONTAINED IN THE STATEMENT OF SPECIAL
INSPECTIONS AND AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES,
a SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF THE 2019 CALIFORNIA BUILDING CODE AND AS
SUMMARIZED BELOW THE OWNER SHALL EMPLOY A SPECIAL INSPECTION AGENCY APPROVED BY THE
BUILDING OFFICIAL PRIOR TO THE START OF WORK, COPIES OF ALL INSPECTION REPORTS SHALL BE
SUBMITTED TO THE ARCHITECT OF RECORD, STRUCTURAL ENGINEER OF RECORD, AND CITY BUILDING
INSPECTOR IN A TIMELY MANNER.
4, THE SPECIAL INSPECTIONS IDENTIFIED ON THE PLANS ARE IN ADDITION TO, AND NOT A SUBSTITUTE
FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR,
5, A PROPERTY OWNERS FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS,
TESTING, AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER,
PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD, OR ENGINEER OF RECORD AND
SUBMITTED TO THE INSPECTION SERVICES DIVISION,
6. CONTINUOUS INSPECTION SHALL BE PROVIDED DURING THE PERFORMANCE OF WORK REQUIRING
SPECIAL INSPECTION, UNLESS OTHERWISE NOTED, WHEN WORK IN MORE THAN ONE CATEGORY OF
WORK REQUIRING SPECIAL INSPECTION IS TO BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC
LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED, IT SHALL BE THE
RESPONSIBILITY OF THE AGENT TO EMPLOY A SUFFICIENT NUMBER OF SPECIAL INSPECTORS TO
ASSURE THAT ALL WORK IS CONTINUOUSLY INSPECTED IN ACCORDANCE WITH THOSE PROVISIONS,
7. THE SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE CITY OF SAN DIEGO, DEVELOPMENT SERVICES,
TO PERFORM THE CATEGORY OF SPECIAL INSPECTION SPECIFIED.
8, THE CONSTRUCTION MATERIALS TESTING LABORATORY SHALL BE APPROVED BY THE CITY OF SAN
DIEGO, DEVELOPMENT SERVICES, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS, AND
EQUIPMENT.
9, THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE
WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION,
10. WHERE MATERIALS OR ASSEMBLIES ARE REQUIRED BY THE CALIFORNIA BUILDING CODE TO BE
LABELED, SUCH MATERIALS AND ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED BY THE
CITY OF SAN DIEGO IN ACCORDANCE WITH SECTION 170a PRODUCTS AND MATERIALS TO BE LABELED
SHALL BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN
SECTIONS 1703,5.1 THROUGH 1703,5A
11. THE CONTRACTOR SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY FOR CONSTRUCTION OF
ITEMS LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS PRIOR TO COMMENCEMENT OF WORK, THE
CONTRACTORS STATEMENT OF RESPONSIBILITY SHALL CONTAIN: (1) ACKNOWLEDGEMENT OF
AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS;
(2) ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE
CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; (3) PROCEDURES FOR EXERCISING
CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION; (4) THE METHOD AND FREQUENCY OF
REPORTING AND DISTRIBUTION OF THE SPECIAL INSPECTION REPORTS; AND (5) IDENTIFICATION AND
QUALIFICATIONS OF THE PERSON OR PERSONS EXERCISING SUCH CONTROL AND THEIR POSITION IN
THE ORGANIZATION,
CBC
DESCRIPTION OF TYPE OF INSPECTION REQUIRED,
DESIGN
REF
LOCATION, REMARKS, ETCETERA
STRENGTH
CONCRETE CONSTRUCTION.
CONTINUOUS INSPECTIONS; INSPECT BOLTS TO BE INSTALLED IN CONCRETE
PRIOR TO AND DURING PLACEMENT OF CONCRETE; AT THE TIME FRESH
CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS,
PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE
1705.3
TEMPERATURE OF THE CONCRETE; INSPECTION OF CONCRETE FOR PROPER
Pc - 4,000 PSI
APPLICATION TECHNIQUES.
PERIODIC INSPECTIONS; INSPECTION OF REINFORCING STEEL AND PLACEMENT;
VERIFICATION OF USE OF REQUIRED DESIGN MIX; INSPECTION FOR
MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES; INSPECT
FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE
MEMBER BEING FORMED,
SOILS,
PERIODIC INSPECTIONS; VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS
ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY; VERIFY
EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER
SEE
1705.6
MATERIAL; PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL
FOUNDATION
MATERIALS; OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED
NOTES THIS
PROPERLY PRIOR TO PLACEMENT OF COMPACTED FILL
SHEET
CONTINUOUS INSPECTIONS; VERIFY USE OF PROPER MATERIALS, DENSITIES AND
LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED
FILL
STRUCTURAL OBSERVATIONS
1709
SEE THE "STRUCTURAL OBSERVATIONS" NOTES PRECEDING THE "SPECIAL
INSPECTION AND TESTING" NOTES,
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1870 Cordell Court
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tel 619 312 6336
aarkengineering.com
HANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
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ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
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DESCRIPTION: STATION "ENC-39"
LOCATION: 2.5" RRASS nIqC: IN T(1P nl-
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DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 10/15/2020
R.C.E. NO.: 5314
g,,�S' -
MARK S. VAN BIBBER EXP.: 9/30/2022
RECOMMENDED: APPROVED:
StP2vP�IVOivGt �°�, � 2� m�
STEVE NOWAK EDWARD J. WIMMER
DATE 12 10 2020 DATE /z ro zozo
GRADING PLAN FOR:
1349 CREST DRIVE
ANDREW & TARA MCMILLIN LIVIING TRUST
APN: 262-012-11
PLANNING CASE NO: CDP-003420-2019
14747-G
LDEV-012506-2020
-------
BRIAN M. ARDOLINO DATE
—
PLANNING
REVIEWER
RECORD FRCU3.983
SENIOR ENGINEER DATE1
INSPECTO—R-7
SHEET 5 OF 5
ELEVATION: DATUM: NAVD88