2020-14726 SG - LDEV-012509-2020 (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 NO TE
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 REPORT OF PRELIMINARY GEOTECHNICAL
INVESTIGATION JAVA HUT SECOND -STORY RESIDENCE ADDITION DATED
OCTOBER 23, 2018, AND UPDATE LETTER DATED SEPTEMBER 19, 2019,
PREPARED BY GEOTECHNICAL EXPLORATION, INC.
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
AND SPECIFICATIONS CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN
PUBLIC RIGHT OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION
WITH IMPROVEMENT PLANS.
18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE
INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR
SHALL DIVERT, DIRET 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 RESOURCES SHALL BE
DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PAL TOLOGIST
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
NECESSSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED
TO RESUME.
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5,
IF HUMAN 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 DISTRUBANCE 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
THECORONER 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 PROTETED (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.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO EROSION CONTROL
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAVID KAPLAN
EXISTING PRIOR TO GRADING. AT (760) 944-8000, 24 HOURS A DAY.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15).
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
STANDARDS, LAWS AND REGULATIONS. APPROVAL OF THE ENGINEERING INSPECTOR.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDDUCTTED BETWEEN WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. RUN-OFF PRODUCING RAINFALL.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL OR ARE POTENTIALLY UNSAFE.
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS PLAN SHALL BE INCORPORATED HEREON.
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE
HAULING OPERATION. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
PRIOR TO FINAL GRADING APPROVAL AND OR gOR FINAL RELEASE OF SECURITY, ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
AN "AS GRADED CERTIFICATION" SHALL BEE PROVIDED STATING: "THE GRADING 9. EACH WORKING DAY WHEN THE FIVE 5
UNDER PERMIT 14726-SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCEOF ( ) DAY RAIN PROBABILITY FORECAST
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED
AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND AFTER EACH RAINFALL.
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS STORMWATER POLLUTION CONTROL POST
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE CONSTRUCTION BMP/IMP NOTES
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. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET
AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM.
ACCEPTABLE FOR THEIR INTENDED USE.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CON
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOV
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWA
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS.
BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQU
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE IMP/BMP.
REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP A
FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP.
SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE ALTERED WITHOUT A PERMIT FROM THE CITY.
WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS
PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PE
OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND BE OBTAINED.
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPL
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCK
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS
GRADING ORDINANCE. HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT.
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHA
A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PU
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A
MATERIAL. SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
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.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK
CITY OF ENCINITAS BENCHMARK ENC-32 2" SD.
ENG. DEPT. BRASS DISC MARKED "HORIZ CTRL El
TC 2." LOCATED IN TOP OF CURB EAST SIDE OF
AVENUE, 200 FT. NORTH OF E. STREET AND 2.5'
OF THE DRIVEWAY INTO THE CITY OF ENCINITAS
ADMINISTRATION OFFICES PER R.O.S. 18416.
ELEVATION = 92.004'
DATUM = NAVD88
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STORMWATER POLLUTION CONTROL
BMP NOTES RELATIVE TO CONSTRUCTION
ACTIVITIES
CONCRETE WASHOUT:
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS:
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL
INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED
STEEL PANELS/PLATES.
CONSTRUCTION VEHICLES:
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE
SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION
BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST
EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL
BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES
TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR
REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING:
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY
OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT:
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL
WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR
WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER.
BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE
NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR
LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS,
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED
VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO
AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR
INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS
AND TO ORDER DUMPSTERS CALL E CO AT (760) 436-4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP
MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES
AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY
OF ENCINITAS AT (760) 633-2770.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
COMMENCEMENT OF WORK:
A. SEWERS - ESD - (760)-633-2840
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 COMMUNICATIO S-(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.
PUBLIC WORKS
COASTAL LAND SOLUTIONS, INC.
577 SECOND STREET
ENCINITAS, CA 92024
PH (760) 230-6025
FAX (760) 230-6026
CLS#1495ENG
AS -BUILT APPROVALS
SIG DATE
INT. I DATE PLANS PREPARED
PUBLIC WORKS
PLANNING
REVIEWER STEVEN R
INSPECTOR G
SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING
TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS
COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE
LIMITS OF THIS PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER
MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO
GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES,
ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT
STANDARDS AT THE OWNER'S EXPENSE.
5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER
SERVICES.
6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS
AND SAN DIEGO GAS AND 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.
0 WNERS CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY
AND ADVISE ON THE COMPACTION AND STABILITY 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 CONSTR CTION COVERW IN THE PERMIT OR CONNECTED DIRECTLY OR
INDIRECTLY TO TVQ PERMIT OR PROVED PLANS WITHIN THE PRIVATE PROPERTY
OR PUBLIC EASFIN NTS. t i
SIGNATURE:
DA°VID B. KAPLAIV TRUSTEE
DATE: f_f-1 _
Zd
SIGNATURE: _____ _ _ _______ DATE:
THEI KAPLAN FAMILY TRUST U/D/T/ DATED FEB. 9, 2006
SOILS ENGINEER'S CERTIFICATE
I, JAIME A. CERROS, A REGISTERED GEOTECHNICAL 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 OCTOBER 23, 2018 ONE COMPLETE COPY OF THE SOILS
REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEEER,
FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY
THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS
PROJECT HAVE B CORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS.
SIGNED:QQ,OFESSjp�
EXP. DATE: ------------------------- ti 7P z
,;; GE 002007 m
Joe#: ------------------------
`� Exp. 9/30/21
GEOTECHNICAL EXPLORATION, INC. �
7420 TRADE STREET `rT9 �OTECP
CV 1NZ P
SAN DIEGO CA 92121 OF CA�ZF�
858-549-7222
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
ENGINEEER'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. THE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW PERFOMED 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 SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY 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.
QROFESSIn
BY: 8-6-20 �Q�� �li� R `70� C�`�
STEVEN- R. JONES DATE ti
RCE 65124 rn
� N0. 65124
PLANNING DIVISION
cT j%oso 010/z0
SIGN DATE
THE SUPERVISION OF
DATE: 8-6-20
R.C.E. N0. 65124
EXP. 9-30-21
VICINITY MAP
NOT TO SCALE
0 WNER/PERMITTEE
DAVE KAPLAN
SURFDOG, INC.
1126 S. COAST HWY 101
ENCINITAS, CA 92024
SITE ADDRESS
1126 S. COAST HWY 101
ENCINITAS, CA 92024
APN# 258-316-04
LEGAL DESCRIPTION
LOT 4, BLOCK 11, MAP NO. 148
EARTHWORK DATA
STEEPEST EXISTING SLOPE ON -SITE = 2H : 1V
MAXIMUM VERTICAL DEPTH OF CUT = 1.5 FEET
MAXIMUM VERTICAL DEPTH OF FILL = 0 FEET
100 C.Y. CUT
0 C.Y. FILL
0 C.Y. REMEDIAL
EXPORT: 100 C.Y.
DISTURBED AREA: 5,010 SF
QUANTITIES SHOWN DO NOT REFLECT
ANY SHRINKAGE AND SWELL FACTORS
045401 4 o _ . 11412f.,
.
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3,950 SF
IMPERVIOUS AREA AFTER CONSTRUCTION: 3,556 SF
INCREASED IMPERVIOUS AREA: 0 SF
IMPERVIOUS AREA REPLACED: 3,556 SF
SHEET INDEX
SHEET NO. 1 TITLE SHEET
SHEET NO. 2 SIMPLIFIED GRADING AND DRAINAGE PLAN
SHEET NO. 3 EROSION CONTROL PLAN
PREPARED BY.•
COASTAL LAND SOLUTIONS, INC.
577 SECOND STREET
ENCINITAS, CA 92024
760-230-6025
DATE OF SURVEY: AUGUST 2018
BY COASTAL ALND SOLUTIONS, INC.
BMP PROJECT STATUS
STANDARD
PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
Annette Saul c A Q; �,�
0 /03/2020 / 2,6('4 I' T )2n20
SIGN DATE I SIGN DATE I SIGN DATE
ENGINEERING DIVISION APPROVALS
RECOMMENDED APPROVED
Stever Noma kl Ed wcwdlj. W e
SIGNATURE EXPIRES 2 YEARS AFTER DATE
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMEN71 DRAWING NO.
DA VE KAPLAN, S URFDOG INC. 14 7,26 - SG
1126 S. COAST HWY 101
ENCINITAS, CA 92024 LDEV-012509-2020
PLANNING CASE NO: 17-216 CDP A.P.N. #258-316-04 SHEET 1 OF 3
ri
G
STEVEN R. JONES
SENIOR ENGINEER
STEVE NOWAK
9 0 2020
DATE
EDWARD J. WIMMER
9 0 2020
DATE
J:\CLS1495 Surfdoa SGP 8-6-20 v2 .oro,_____
MINOR GRADING AND DRAINAGE PLAN i Fm
GRAPHIC SCALE 1"=10' S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY BOUNDARY
0 10 20 30 ENCUMBRANCES: EXISTING EASEMENT
EXISTING ENCUMBRANCES LISTED BELOW ARE PER A PRELIMINARY TITLE PROPOSED CONTOURS 255
REPORT PREPARED BY FIDELITY NATIONAL TITLE COMPANY DATED
JULY 5, 2017 AS ORDER NO 997-25010699-1MB. EXISTING CONTOURS 255
AN EASEMENT FOR PUBLIC HIGHWAY PURPOSES IN THE DOCUMENT EXISTING EDGE OF PAVEMENT
EX TC=77.65 \\ O RECORDED IN BOOK 513, PAGE 279 OF O.R.
/ CENTERLINE -
/ EX FL=77.10 \
v ` / / EX=7777-\ J I \
�� # .
EXISTING WATER MAIN WW
:I . • ! \ EXISTING SEWER MAIN S S
1 I EXISTING EMAINBRICK SIDEWALK (PROTEC IIN TOPLACE)
-'' ' ' •{'_�. 1 EXISTING SEWER LATERAL S
_r ALLEY CONCRETE PANELS
- SHALL BE REPLACED TO
Chi •. '� NEXT JOINT (6" MIN.) I V
EXISTING CURB GUTTER EXISTING WATER SERVICE n
LEAD AND DISC MARKED IS 7959" LEAD AND DISC MARKED AND SEPARATED SIDEWALK
I : Z - j� -!. (PROTECT IN PLACE) LS 7959" - PROTECT IN TO REMAIN (PROTECT IN PLACE)
1n . •• DISTRICT TO INSTALL 1-1/2" WATER METER PER WAS WS-02, PLACE I �\ EXISTING JOINT POLE
,: : • • I►"' WC-17 AT OWNERS EXPENSE. CONTRACTOR TO INSTALL
BACKFLOW PREVENTOR PER WAS WR-O. FROM WATER METER R
"LIA� TO BACKFLOW, INSTALL LATERA IN KCASING IN CONCRETE. SDWD AREA DRAIN ✓ FS=77.77 I \ EXISTING WATER METER
INSPECTION REQUIRED. 77 D ' DISTRICT TO INSTALL 4" INCHI 1 3.85' ^ \
. rn EG 76. 00 FS=77.60 I
' '' FIRE LINE PER WAS WF-05. EX=77.46
.� D - '' _ CONTRACTOR TO INSTALL „ ' \ TC=77.52 \ Oc
BUILDING STEM WALL 3S E 98.13 EXISTING BUILDING
BACK FLOW PREVENTOR PER EL= 77.60 PI84� r 2 \ = 6.94 \ -A \
WAS WR-02 FS=77.55 1N
EX=77.50 PERMEABLE
EX=75.60 EX=77.20 N PAVERS \ \ 4-
DO -°
EXISTING HARDSCAPE
• . • p � FS=75.40 � � - -
'• 1SPOUT (TYP. \ \ O
ja'EX=77.70 \ \
EX�74.93\`�. ---'\ FS=77.60 \ \ �� EXISTING FENCE X X
t
EX=75.55 . -113,L I . • .�•• G ' EX.33. • 4 i 4 AREA DRAIN FS=77.55 - \ 8'x21' PARKING \ A _ -
EX' SSM{- . ' _, ` . TG=75.33 \
f+ _.'\ 5' y DRAIN TO BUILDING STEM WALL 1% FS=77.50 \ \ EXISTING BLOCK WALL
SANITARY SEWER FS=75.65 EL= 77.60 Z Z
EX PP '`I, �: WI,� ASPHALT ,/ FS=75.40 FS 76 6 �T7• O '-Fs=7s.7o 5� Fs=77so JA \\ � NEW WATER METER
.�,�.- -DEEPEND FOOTING F -76• / (n
PROVIDE 5' SEPARATION 1 zx FS=77.55 00\ \ •� BELGARD PERMEABLE PAVING STONE OR EQUAL �
BETWEEN SSMH AND I 7''29' 0 2X 6" WITH 1' WIDE OPE ING FS .9
WATER SERVICES (TYP.) / : '•;�• ' ` : Wm F 7537 Ft PLANTS ,; 1R Tw-nao sW� _ - - \ 8 \ NEW BACKFLOW PREVENTOR
tp
"' ' TENANT LAN R STRIP FS=76.98 TW-7 ' FS=77,O0 DOWNSPOUT O
E IS11NG'SI.B I H'w� R BIOR noN 9 BUILDING \ 2" HICK N0.8 AGGREGATE
AREA= SF = FF=77.60 L» \ \ 0 4 HICK N0.57 AGGREGATE---_
as 4
M TER E.AB NDO SPACE=7sao PAD=77.10 \BUILDING FOOTPRINT
DISTRI ti AT• ( JIER o FS--76.28 DECK \ \
in FS=76.90 _ 1% FS=77.50 _, \ 6" THICK 3/4" CRUSHED ROCK
BUILDING
.. I I '- EX 7 �0 FS=75.00\ FF=77.00 m
A : • .. �� - _-- 1.8% FS=75.Ss �AD=76. FS=76.90 1% FS=77.50 \ N \ DRAINAGE DIRECTION
_, I. . ,:. ,.. s.W.C.O
_4 Fs=Ss.7556 FLOWLINE SWALE E
DOWNSPOUT �_ •80 \ DOWNSPOUT (TYP.) _i, 8'x21' PARKING \
y� TENANT \
-. -')! :..: PARKING a 12"x12" RISER \
�.. •� SPACE N FS=75.58 FS=78.50 TG=77.25 .
7 S.W.C.O _- -- IE=74.95 \
EX37 .10 " FS-76.80 TW=77.00 DOWNSPOUT (TYP.) \ \ PE;RIVMABLE PAVER DETAII. PROPOSED 6" PCC DRIVEWAY
r : f;' •;. -i q\ . zr D 1 s=76.90 1 \ \ AND 4 PCC WALKWAYS
ftl.1 4 oas PLANTER STRIP 1 RAISED PLANTER \ \ PER GEOTECHNICAL RECOMMENDATIONS
20' AREAS 37TI \ =77.60 Ex=77.so 1 a, \ PROPOSED 4" HMA DRIVEWAY
BIORETENTI
P RMEABLE PAVERS N I Fs=75.60 = 7.60 1 OVER 12" CLASS II BASE
- EX=74.63 _ PARKING 1 FS=78.90 \
EX=75.10 / ' • -' . '' SPACE 1 AREA DRAIN EXISTING STREET TREE
TC=75.70 \ _ MEXICAN FAN PALM) \
TG=75.90
IE=74.80 1R SH \ iz IN
.. Fs=7aso PAVERSB� (PROTECT IN PLACE)A \ PROPOSED PERVIOUS PAVERS
' SAW' qT-tIN (130 � DOWNSPOUT (TYP.) 81 ix 77 _ --- FS=77.50 •60-\ e \
BRICKS TO
F =�0 FS=77.30 77
J ~ = ` % 2% FS=75.77 135 1� - DEEPEND FOOTING
7
i.• 75.33 - FS=76.20 FS= 15
�.: EX= 4.90:.. LEAD AND DISC MARKED
BUILDING STEM WALL
LS 7959" - PROTECT IN \ \
3 r PROTECT BUILDING \ \
PLACE
'23�E 99.99' AREA DRAIN LANDSCAPE
IE=74.60 N84'0� IE=74.78
\ \ CONCRETE CURB
- V, ' . - TC= 440. TC=75.70 I \ P/
RETENTION BASIN SHALL BE PROPOSED LANDSCAPE AREA/SWALE
SEX=y4:j�1\ EX. 07 \ FS=74.50 LEVEL AND DEPRESSED A
EX=74.85 /� THE - _ l� \ MINIMUM OF 6" FROM
.ul• :• BIORETENTION
PLANTER SURROUNDING GRADE 3' EXISTING BUILDING
-t , ) " • •• LEAD AND DISC MARKED
BIORETENnON HATCHED AREA REPRESENTS LANDSCAPED
AREA=60 SF - \
.y -' ,• `` IS 7959" -PROTECT IN
:•' • ' PLACE 6" PCC CURB 3' DEEP TREATEMENT AREA FOR BEST MANAGEMENT
EX=74.82 COAST LAW GROUP B \ 6"
'-':.' -20' ,.•' (BUILDING ON PROPERTY LINE) 6" PCC CURB 3' DEEP PRACTICE TO BE CONSTRUCTED TO
- ' J \ PARKING - -I SPECIFICATIONS OF BIORETENTION DETAILS
j• '.J : ,.'_ ' }J - - -I FOOTING APPROXIMATE APPENDIX C-3 OF THE ENCINITAS STORMWATER MANUAL.
• I - rTII1I1h�I11J1 rTI 1J11�=IL�I1I_I FS=74.50 AREA NOT TO BE MODIFIED WITHOUT PERMIT FROM THE CITY.
.. �I•i _L. III -III -I I I �I
- -111=III= 11=III-III=III-III-III=
ENCROACHMENT MAINTENANCE AND
2"-3" HARDWOOD MULCH- I11=1 11M I - EXISTING 1 /2 REBAR TO BE PROTECTED O
REMOVAL AGREEMENT RECORDED IN PLACE
--------------, 2020 AS DOC. 12" MIN. ENGINEERED SOIL*-
N0. OF O.R. / PLACE 20 MIL LINER AT
2"- 3/8" GRAVEL ------
RAVEL I I-III-111�1�SIDE FOOTING TO
BUILDING TOIS BEG SURVEY PROTECTED M N UMENT PLACE LS7959 ❑
12" - 3/4" CRUSHED ROCK**�
GENERAL NOTES:
6" PCC CURB WITH 1' R/W 1. ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING
ED TO
PLANTER D COAST HIGHWAY 101
OPENING OVERFLOW SECTION C - BIORETENTION BASIN THE SSATISFACTION TRUCTION AOF LL BTHE RCT CITY ENGINEER RED OPRIOR TO C FINAL
PL R/W BIORETENTION NOTTO SCALE APPROVAL.
20' ALLEY PLANTER SEE 2. THE EXISTING SURVEY MONUMENTS SHALL BE PROTECTED
DETAIL EXISTING GRADE IN PLACE AS EXISTED IN THE FIELD PRIOR TO CONSTRUCTION
3' 1% FF=77.60 - - - - 2% TC=77.41 AS NOTED. IF ANY MONUMENTS IS DISTURBED OR
EX=75.33 EX=75.18 EX=75.18 2% FF=77.00 DECK FS=76.90 , _-- DESTROYED IT SHALL BE REPLACED BY A LICENSE LAND
_ - SURVEYOR WITH THE APPROPRIATE RECORD BEING FILED
-20 MIL LINER AT SIDE WITH THE COUNTY OF SAN DIEGO.
6%16" FLUSH CURB NEXT TO FOOTING 3. ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE
BELGARD PERMEABLE PAVERS CONSTRUCTED UNDERGROUND.
SEE DETAIL THIS SHEET
SECTION A BIORETENTION NOTES
SCALE: 1 "=10'
BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12"
BUILDING WALL 6" WIDE x 3' HIGH PCC BUILDING WALL DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY
PLANTER WALL WITH CONTENT. THE MIX SHALL CONTAIN 65% SAND, 15% COMPOST
3-#4 BARS HORIZONTAL VARIES
FS=77.60 OR HARDWOOD MULCH, AND 20% TOPSOIL
FF=77.00 2%, FS=76.90 **3/4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY
- BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE
P/L P/L =111=III-II. . '7 �2--3'OOD MULCH ABILITY OF THE BASIN.
EXISTING BUILDING -1 - 1= I- I I -III -III- l FS=75.60
AT PROPERTY LINE 12" MIN. ENGINEERED SOIL*
=11 =1=1 I -I 1--I I III i ' , ' PLACE 20 MIL LINER AT SIDE OF BASIN NEXT TO BUILDING FOOTING
5. 6 5, 11-I I LI. 1 1- 1 1-1 2"- 3/8" GRAVEL
FL=77.52 FS=76.60 -III- THE EFFECTIVE AREA OF THE BASIN SHALL BE FLAT AND LEVEL.
FS=77.50 III -I 12" - 3/4" CRUSHED ROCK**
EX=77.73 - FS=77.40 6" SOLID PVC, s=1% '• • •• •'. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4%
2 . - - - - - - - - - FF=77.60 2 - PLACE 20 MIL LINER AT OF THE IMPERVIOUS AREA.
" SIDE NEAR BUILDING
S=1%RIEOR 5TEOD0 PVC FOOTING PROPOSED IMPERVIOUS SURFACE = 3,556 SF (DOES NOT INCLUDE
PERVIOUS PAVERS/ CONCRETE) REQUIRED BIORETENTION
AREA = 3,556 SF X 4% = 142 SF
SECTION B SECTION D - BIORETENTION PLANTERS TOTAL PROPOSED AREA = 205 SF Quo �N FRss1-oq�
SCALE: 1"=10' NOT TO SCALE
c
COASTAL LAND SOLUTIONS, INC. rn
� NO . 65124
L
ENC SECOND STREET
sTq CIVI\ ��P
ENCINITAS, CA 92024
i� PH (760) 230-6025 TF CF CA`ZFpP
1� FAX (760) 230-6026
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS sR JDESIUNEDRAWN Y: I CHECKETY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
CITY OF ENCINITAS BENCHMARK ENC-32 2" SD. CO. INT. DATE PLANS PREPARED U E THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR:
ENG. DEPT. BRASS DISC MARKED "HORIZ CTRL ENC � 7' ` -•
AVENUE, LOCATED IN NORTH OF E. STREET SIDE OF AND 2..5' NORTH PUBLIC WORKS 8-6-20 Stewel Nowak EcUW d1 W !✓ply DA VE KAPLAN, S URFDOG INC.
OF HE DRIVEWAY INTO HE CITY OF ENCINITAS PLANNING DATE' ` I 1126 S. COAST HWY 101 14'726-SG
ADMINISTRATION OFFICES PER R.O.S. 18416. STEVE NOWAK EDWARD J. WIMMER
STEVEN R. JWNES DATE R.C.E. N0. 65124
ELEVATION = 92.004' REVIEWER STEVEN R. 9/1W2020 9 10 2020 ENCINITAS, CA 92024 LDEV-012509-2020
DATUM = NAVD88 SENIOR ENGINEER DATE INSPECTOR EXP. 9-30-21 DATE DATE PLANNING CASE NO: 17-216 CDP A.P.N. #258-316-04 SHEET 2 OF 3
EROSION CONTROL PLAN
LEGEND
1. SET POSTS AND EXCAVATE A
4BY4IN (10BY10CM)
TRENCH UPSLOPE FPOM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIPE FENCING TO
THE POSTS.
SAND/GRAVEL BAGS (2 HIGH)
SILT FENCE
DESILTING BASIN
00000000
X X—
O
le
3. ATTACH THE FILTER FABRIC TO
THE WIPE FENCE AND EXTEND IT
INTO THE TRENCH.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC II /,
/� _ WIPE
DETAIL SILT FENCE
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
DETAIL GRAVEL BAGS
NTS
GRAPHIC SCALE 1"=10'
0 10 20 30
NTS
NOTE:
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
COARSE
AGGREGATE
I
\
FI L TER
I
FABRIC
ORIGINAL
GRADE
\
a
••{• 1, •�•_� \
d
\
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A —A
A
"•�' /:-. / , .. \ SILT FENCE SEE
\ \
' • J jJ.-/: •-1 DETAIL THIS SHEET
a° a
cd
iJ 1 '.+•./- 1 -- \
•.-.•V'
\
a
d ° ° Q ° a
''•.
\
° ° d <
WIDTH AS REQUIRED
.-.G'
\ \
W
J
A
a
°
TO ACCOMODATE
Q
d d a
° d
ANTICIPATED TRAFFIC
J / J ` — _ — — ^\
\ \
<
C d
a
•I
a
O
Ji
4' RADIUS A
J/
MIN. 20,
l
GRAVEL BAGS SEE J
DETAIL THIS SHEET \ \
4' ••
:, •:.::: -
\
CONSTRUCTION ENTRANCE
_ ,' . .J ,I
-/'BRAVEi:pA . S E.
\
NTS
16ETM4 THIS. SHEET
tuJ '--1.~. _IN .•'•y I
LLLLLLL
LLLLL
\\ `\
EROSION CONTROL
L L -
�J' •- :'''.: :• L L
\
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
- 1• •: t,
r -
L BAGS I .; \\ \\
DAVID KAPLAN AT 760-944-8000
./,.
`
ut '.:: I• .: • , 3' .:'•:
)
\ \
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
d' — —_ -- —
- \ \
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
�- ' .. . •
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
_. •�
\ \
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
-•DESILTING BASIN
Slfa+ . NCI= SEE'
TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
% DET THI SHEET ;
:. .:
- \ \
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
�•-1' .. •'` _r, ,: _,'. ...' '
- - _-�- \ \
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
Lo'
• • .
I
\
TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
i • :
AFTER EACH RUN OFF PRODUCING RAINFALL.
-: / • 1
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
_I .. ,•-
'+ :' "�I'+ • ''°
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
UNCOMPLETED 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 WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
DESILTING BASIN NOTE.
ALL
PLAN PNTROL ER
7 GRADING EE ASURES NCORPORAOTED VIDED HEREON. THE APPROVED
BIORETENTION BASINS SHALL BE EXCAVATED AND USED
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
AS DESILTING BASINS DURING CONSTRUCION. THE SILT
FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
SHALL BE COMPLETELY REMOVED AND THE BIORETENTION
DAY.
BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS
ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL.
OFESSIT DEVICES "PLACE
�Nq� 9REMOVABLE
Q\P�\ B(5)
DAY
AT THEE END OF CHWORKINGDAY WHEN THE FIVE RAIN
�p R • EACH
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
co
N
c-' No. 65124 rn
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
LAND SOLUTIONS, INC.
LIJCOASTAL
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
577 SECOND STREET
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
C
�� ENCINITAS, CA 92024
S'T CIVI\- ��P OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
qTF
PH (760) 230-6025
OF CA\ZF�P OF CALIFORNIA DEPARTMENT OF CONSERVATION.
FAX (760) 230-6026
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT
APPROVALS
AW CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
SR J
CITY OF ENCINITAS BENCHMARK ENC-32 2" SD. CO.
ENG. DEPT. BRASS DISC MARKED "HORIZ CTRL ENC
INT.
DATE
PLANS PREPARED THE SUPERVISION OF
RECOMMENDED APPROVED
EROSION CONTROL PLAN FOR:
AVENUE, 00 FT. NORTH NORTH OF EN TOP OF . STREET ANDRB EAST 2..5' NOOF LRTH CAN
PUBLIC WORKS
DATE: 8-6-20
7'
St -eve, NO-wak EcUw d1 W
DA VE KAPLAN, SURFDOG INC.
14'726-SG
OF THE DRIVEWAY INTO THE CITY OF ENCINITAS
PLANNING
`j
STEVE NOWAK EDWARD J. WIMMER
1126 S. COAST HWY 101
ADMINISTRATION OFFICES PER R.O.S. 18416.
STEVEN R. JONES
DATE
REVIEWER
R.C.E. N0. 65124
9/10/2020 9 IO 20Z0
ENCINITAS, CA 92024
LDEV-012509-2020
ELEVATION = 92.004'
STEVEN R S
DATUM = NAVD88
SENIOR ENGINEER
DATE
INSPECTOR
EXP. 9-30-21
DATE DATE
PLANNING CASE NO: 17-216 CDP A.P.N. #258-316-04
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