LDEV-016145 G (Plans)RIGHT OF WA Y 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 NO TE
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 AND FOUNDATION RECOMMENDATIONS DATED
DECEMBER 10, 2020, PREPARED BY ENGINEERING DESIGN GROUP
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL
GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS
AND SPECIFICATIONS CONTAINED IN SAID REPORT.
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN
PUBLIC RIGHT OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION
WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
STANDARDS, LAWS AND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1 /2) MILE OF
A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND
CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION
MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT:
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE
HAULING OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT
PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY,
AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING
UNDER PERMIT LDEV-016145-2021 HAS BEEN PERFORMED IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE
ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION
AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE
ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION.
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE
REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE
FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM
OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE
WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES
OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE
GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH
A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH
MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH
THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED
WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY
EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED
IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE
ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA
(THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE
TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT
CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE.
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE,
IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS
THE TREE REMOVAL.
CHANGE NO.I DESCRIPTION I APPROVED II DATE
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 RESOURCE(S) SHALL BE
DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PAL OTOLOGIST
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 COULLD 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 DECLAIN CAULFIELD
AT (312) 547-9364, 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 GROUN COVER
PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD
THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER
IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE
IMP/BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA
OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT
RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP.
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
ALTERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT
BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY
WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH
ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT
ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE
AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO
HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW
OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE
CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT.
THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED
THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC
SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A
SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
BENCHMARK
CITY OF ENCINITAS SURVEY CONTROL 2-1/2-
BRASS DISC IN M-10 WELL MONUMENT IN
THE MIDDLE OF THE INTERSECTION OF EL
PORTAL STREET AND LA MESA AVENUE
MARKED "LS 7322 ENC-25
ELEVATION = 60.081'
DATUM = NAVD 88
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- 760-633-2650
D. TELEPHONE - SBC BELL - 1(760)-489-3411
E. CABLE TV - COX COMM UNICATIO 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.
CLS#1690
COASTAL LAND SOLUTIONS, INC.
577 SECOND STREET
L� ENCINITAS, CA 92024
PH (760) 230-6025
FAX (760) 230-6026
AS -BUILT APPROVALS _
STEVEN R. JONES
PRINCIPAL ENGINEER DATE
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 CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR
INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY
OR PUBLIC EASEMENTS.
11 /01 /2022
SIGNATURE: _________�__ DATE:
DECLAN CAULFIELD
SOILS ENGINEER'S CERTIFICATE
I, STEVEN NORRIS , 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 0 `COMPLETE COPY OF THE SOILS
REPORT COMPILED FROM THIS ST ,,WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE FICE,'OF THE CITY ENGINEEER,
FURTHERMORE, I HAVE REVIE D TKSE GRADING PLANS AND CERTIFY
THAT THE RECOMMENDATIO INC DED IN THE SOILS REPORT FOR THIS
PROJECT HAVE BEEN INC POR ED IN THE GRADING PLANS AND
SPECIFICATIONS.
SIGNED: --------- ------------
C. E. G..: --2590-----------
EXP. DATE: -12-2023-------____--
JOB #: - 206448_1
2N2 INMONTIELEERING DROAD ESIGN GROUP ��CXATW
SAN MARCOS, CA 92069
760-839- 7302
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 TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN,
AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY 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.
STEVEN R. JON� i .
Plans approved are limited to the
RCE 65124 contents of this plan set. Any errors
or omissions contained herein shall
not be construed as permission to
allow any conditions to exist in
violation of the codes and ordinance
adopted by the City of Encinitas.
I PUBLIC WORKS I PLANNING DIVISION
11-07-2022 E�u
N DATE TE
INT. DATE PLANS PREPARED ER THE SUPERVISION OF
PUBLIC WORKS
DATE: 11-1-22
PLANNING ' /�r
REVIEWER STEVEN� ES R.C.E. N0. 65124
INSPECTOR EXP. 9-30-23
-1-22
' No. 65124
Exp. 09/30/23
LEUCADIA BLVD.
(� fJ
n G< O D
o z
yyL 5
z v
L
0 Z
ENCINTAS BLVD.
DOWNTOWN
CINITAS
SANTA FE DR.
• -o
v
T
0
I
VICINITY MAP
NOT TO SCALE
0 WNER/PERMITTEE
DECLAN CAULFIELD
6156 COLT PLACE, 1104
CARLSBAD, CA 920 9
312-547-9364
SITE ADDRESS
215 5TH STREET
ENCINITAS, CA 92024
APN# 258-041-17
LEGAL DESCRIPTION
LOT 15, BLOCK 44, MAP NO. 148
EARTHWORK DATA
STEEPEST EXISTING SLOPE ON -SITE = 2H 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 7.5 FEET
MAXIMUM VERTICAL DEPTH OF FILL = 3.5 FEET
300 C.Y. CUT
70 C.Y. FILL
0 C.Y. REMEDIAL
EXPORT: 230 C.Y.
DISTURBED AREA: 6,000 SF
QUANTITIES SHOWN DO NOT REFLECT
ANY SHRINKAGE AND SWELL FACTORS
IMPER VIO US AREA
EXISTING IMPERVIOUS AREA = 75 sf
PROPOSED IMPERVIOUS AREA = 2,400 sf
REPLACED IMPERVIOUS AREA = 0 sf
EXISTING SITE AREA = 5016 sf
SHEET INDEX
SHEET NO. 1 TITLE SHEET
SHEET NO. 2 GRADING AND DRAINAGE PLAN
SHEET NO. 3 EROSION CONTROL PLAN
SHEET NO. 4-7 SHORING PLAN
PREPARED BY.•
COASTAL LAND SOLUTIONS, INC.
577 SECOND STREET
ENCINITAS, CA 92024
760-230-6025
TOPOGRAPHY IS DRAWN FROM TOPOGRAPHIC
FIELD DATA DATED DECEMBER 2020 BY
COASTAL LAND SOLUTIONS, INC.
BMP PROJECT STATUS
STANDARD
PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
11-07-2022 l\e�
SIGN DATE SIGN
ENGINEERING DIVISION APPROVALS
C NDED APPROVED
MIKE STRIZIC JILL T. BANKSTON
PRINCIPAL ENGINEER CITY ENGINEER
11 15 2022 11/18/2022
wr%„
1111012022
StPVervXel�y Qa ffrey 1 V2022
(SIGNATURE EXPIRES 2 YEARS AFTER "DATE) v.v„
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEP
GRADING PLAN FOR:
DECLAN CAULFIELD
215 5TH STREET
ENCINITAS, CA 92024
PLANNING CASE NO: CDP-004380-2021 A.P.N. #258-041-17
DRAWING NO.
LDEV
-016145-
2021
SHEET 1 OF 7
z
0
0
Cn
U
D:\MISC\204 CLS 1690 5th Street Caufield (Encinitas)\1690 Caufield GP 11-1-22 v29.pro
M l\ m "oe W3,1:111 �•
T56.67
PLANTS 18" O.C. MIN. 11E%3.25
OUTLET TO DRIVEWA)
4" CONCRETE 3" MULTCH f�
HARDSCAPE 8.33' TW=57.00
FS=57.00
GRADING
12" BROOKS BOX
BUILDING WALL TG=55.67
mqCu?4mp11mu1S
AND DRAINAGE PLAN
av tt FS=56.00 2.33' EXISTING ENCUMBRANCES LISTED BELOW ARE PER A PRELIMINARY TITLE REPORT
6"x4' DEEP CONCRETE PLANTS 18" O.C. MIN. TW=56.00 BUILDING WALL PREPARED BY FIDELITY NATIONAL TITLE COMPANY DATED JANUARY 14, 2014
FOOTING WITH 3 #4
TOP MID SOTTO RETAINING ORDER NO. 00032499-992-SD1-JD
IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE
COUNTY PRIOR TO RELEASE OF SECURITIES AND/OR BUILDING OCCUPANCY. PROPERTY BOUNDARY - - - - •
EXISTING EASEMENT
PROPOSED CONTOURS 255
WALL BY 3 MULTCH--,,-,,,.,..,,
ULTCH -,,, FS=55.00 BUILDING WALL--
*18" ENGINEERED SOIL-�-f-r OTHERS BUILDING STEM MAY EXIST OR ARISE BY REASON OF EXISTING CONTOURS - - - -255- - - -
ANY RIGHTS, INTERESTS OR CLAIMS WHICH
CONCRETE STEM WALL 3.2' WALL FOOTING 11 THE FOLLOWING MATTERS DISCLOSED BY SURVEY JOB NO. CLS#1009 DATED CONCRETE STEM WALL 12" BROOKS BOX
3" THICK 3/8 AGGREGATES r _•��1� _ *18" ENGINEERED SOIL SEPTEMBER 13, 2012, PREPARED BY COASTAL LAND SOLUTIONS, INC. SEAN TG=50.67 EXISTING EDGE OF PAVEMENT
-4 CONCRETE ENGLERT, LS7959. MATTERS SHOWN:
HARDSCAPE 3" MULTCH (TYP.)
**12" THICK 34" / PLANTS 18" O.C. MIN.
CRUSHED ROCK 3" THICK 3/8 AGGREGATE ^ =� STAIRS 1.) AN ENCROACHMENT OF A BUILDING ONTO SAID LAND ALONG A PORTION *18" ENGINEERED SOIL 3' 4" CONCRETE HARDSCAPE CENTERLINE -
IE=53.25 « IE- 52 25 TF=52.00 OF THE NORTHERLY BOUNDARY. FS=51.00
6" PERFORATED SUBDRAIN **12" THICK 3/4" EXISTING WATER MAIN -W -W
CONNECT TO AREA DRAIN S=1 % DECK CRUSHED ROCK FF=51.00
° FS=50.80 2.) AN ENCROACHMENT OF A CONCRETE PATH ONTO SAID LAND ALONG A a
° EXISTING SEWER MAIN ��
INSTALL 30 MIL LINER AT SIDES AND FF=51.00 aPORTION OF THE NORTHERLY BOUNDARY. N
BOTTOM OF BASIN GARAGE I Ai, • FS=50.00 EXISTING ELECTRIC LINE
I FF=50.00 1.5X 3.) AN ENCROACHMENT OF AN OVERHANG ONTO SAID LAND ALONG A 3" THICK 3/8 AGGREGATE
6" SOLID OUTLET PIPE, S=2% MIN. 4 ° -.. INSTALL 30 MIL LINER PORTION OF THE NORTHERLY BOUNDARY.
OUTLET ONTO DRIVEWAY AT SIDES AND BOTTOM 6" SOLID 1 6"x4' DEEP CONCRETE
6" SOLID INLET PIPE EXISTING JOINT POLE CDJ
�
J� OF BASIN OUTLET PIPE INDICATES EXISTING EASEMENT "EASEMENT AGREEMENT" RECORDED ON **12" THICK 3/4" CRUSHED ROCK • WITH 3-#4 TOP, MID,
WALL FOOTING AND DETAILS SHOWN
ARE APPROXIMATE ONLY SEE PLANS 6" PERFORATED BASIN 13 -O.R.EXISTING BUILDING MARCH 1, 2013 AS DOCUMENT NO. 20130135575 OF O.R
a. �
BY OTHERS SUBDRAIN S=1% INSTALL 30 MIL LINER AT SIDES AND
BOTTOM OF BASIN -6" SOLID OUTLET PIPE, S=2% MIN.
SEE BIORETENTION BASIN NOTES THIS SHEET 6" PERFORATED SUBDRAIN----- • EXISTING HARDSCAPE
SECTION E - BIORETENTION BASIN l CONNECT TO AREA DRAIN S=1% I ,
SEE BIORETENTION BASIN NOTES THIS SHEET - NOT TO SCALE It DEEPENED FOOTING----------L= EXISTING FENCE X -X
SECTION F - BIORE'TENTION BASIN_
NOT TO SCALE m
7..\ -G
EXISTING
Plans approved ar limited to the RESIDENCE i
i
content;of this pla set. Any errors :I:
.01 ,��
or orris ions contai ed herein shall (D = - »
not be onstrued as ermission to TW=64.70- TW=55.00 �/ / DEAD END 6 VCP SEWER MAIN
TWOFS=64.00 TWOEX=54.50 TRANSITION AS NECESSARY TO THE
-�7 B =60.801.30 EXISTING / SATISFACTION OF THE CITY ENGINEER.
allow a y conditions to exist in N I TF=60.80 RESIDENCE BF�2.002.50
TW=64.70 FS=52.50=52.50 0' Cr
vlolatio of the code and ordinance rn 6"x4' PCC CURB TWOEX=52.00 FS=51.20
TWOFS=64.00 BWOFS=51.50 FL=51.00
adopte by the City o Encinitas. BWOFS=61.20 m=so.so Iq (TYPICAL AT BASIN) TW=57.00 TF=51.00 / FS=S .40
TF=60.80 i � SDWD TO INSTALL 1" WATER SERVICE
TWOFS=56.50 R 6" DRAIN TWOEX=56.50 AND DUAL METER PER WAS WS-09,
BWOFS=56.50 v TG=56.00 BWOFS=56.00 WC-17, AT OWNERS EXPENSE
+ TW=64.70 TF=56.00 IE=55.10 TF=55.50
FS= 64.20 TWOEX=62.20
P EX=56.20 �' � PROPOSED 2" GAS SERVICE
DEVELOPMENT 4 BWOFS=61.30
T1N=64.74 I { TF=60.80 + '+ j�- cn PROPOSED UNDERGROUND
N83'1919 E -
BOTTOM 47.00 \_IE SOLID PIPE=48.00_ I
IE PERF. PIPE=47.25 EXISTING BLOCK WALL - - -
SEE BIORETENTION BASIN NOTES THIS SHEET EXISTING CURB AND GUTTER
_SECTION C - BIORETENTION BASIN_ EXISTING WATER METER ®WM
NOT TO SCALE
BUILDING FOOTPRINT
DRAINAGE DIRECTION
FENCE OR RAILING
SEE PLANS BY X FLOWLINE SWALE -
OTHERS
PERVIOUS PAVERS
RETAINING WALL PER X CONCRETE HARDSCAPE
SDRSD C-2 OR EQUAL
TW= 51.50
DECOMPOSED GRANITE PATH/PATIO
FS=51.00
DECKING
12" BROOKS BOX 4" HMA PAVING OVER
TG=48.17 6" CLASS II BASE
/ BMIOFS 6 0 13 .� 6•00 V. G ELECTRIC AND GAS SERVICE 3" MULTCH (TYP.)
TF=60.80 15.8' PLANTER FS- 1E 5.00 EX=49.70 PLANTS 18" O.C. MIN. /
- 3' TC=48.30 BUILDING RETAINING WALL STEM WALL
_ J FS=56.00 ADJUST WATER METER *18" ENGINEERED SOIL
M� 6- 4.10 4 20 +' FS=49.80 WM BOX TO GRDE 6% 4' DEEP CURB/WALL WITH PROPOSED SEWER LATERAL S �S
,6A� �,r Fs 61.3 i BIORETENTION TW-56.00 Z JA 3" THICK 3/8 AGGREGATE- 3-#4 BARS TOP. MID AND BOTTOM
EX TC=64.00 AREA=8 SF BWOFS=53.00 I0 FS=64.00 FS=55.00 C / TF=52.00 5 - EXISTING CONCRETE DRIVEWAY o o FS=47.50 4" DRIVEWAY PAVERS PROPOSED WATER SERVICE W
// ADU/2ND FLOOR " SEE DETAIL THIS SHEET
24 f TG INLET
�12*/ FS=53.00 rF=59.25 ' EX=48.38 **12 THICK 3/4 CRUSHED ROCK Q S=4.2%
BROOKS BOX 7 ►�
EX TC=63.50 � � TG=55.67 -� .� �. � GARAGE � PROPOSED ELECTRIC SERVICE E
' � . TG= t.10 I t �(J4 IE=52.25 / FF=50.00 p ! 6" PERFORATED SUBDRAIN
pG Zp �` E-eo.00 j I 6" INLET ! `A' PAD=49.50 ti s
5' D.G PATH i 5 20' i . TG=61.10 0n fVT �� �� 2g.75 rrEXISTING STUCCO CONNECT TO AREA DRAIN S=1% o r': ,•; ,
• I I IE=59.00 �L,�D�L>� G TM'=53•� 6" PERF. BIORETENTION SCREEN WALL PROPOSED GAS SERVICE G
PAVER ` I r SWOFS-5000 PIPE BASIN & 6" PCC CURB TO ASSIST
DG PA710 WALK �r / AREA=22 SF �,
i FS-81.30 iAV/��� NII 11 `t� e ` TF-47•� + + FS=51.00 FS=47.50 GRADE TRANSITION FLUSH CONCRETE CURB
EXISTING CURB AND
t r BASI°IowrlsPouT BIORETENTION / r* �48.30 v: NEW SEWER LATERAL _
A GUTTER TO REMAIN TW-64.7o RESIDENCE AREA=53 sf, „
t * ' PER SDRSD SS-Ol AND e • o'
�- t 6 INLET FIRST FF=61.30 FS=50.00 FS=47•� (SEE SEPARATE PLANS) WALL
�r� DEG TO-61.10 BASEMENT » ' , p d PROPOSED RETAINING WA
ENCINITAS SANITARY S+
FS-81.30 IE-5800 DIVISION
61.0(� FF=51.00 12 BROOKS BOX - NO.2 BACKING RSR - -
FS-61.60 TG-61.10 PAD=50.40 TG=48.17 ► IE=38.73t .
TW=64.70 - TW=61.3d Tw-6t.3o -- -- � - ` - .+ _ IE�47so DOWNSPOUTS------------� DS
Tc-et.10 IE-eo.00 ` - IE=44.75 r +
6" SOLID OUTLET PIPE, S=1 %
fn BWOFS 59 b0 + IE-58.00 B 5a: 50.0
7;WGFS-50.80
a61.30 12" BROOKS BQX TC=48.30 SSCO „»1 30 MIL LINER4 & 6 PVC STORM DRAIN
TF=58.70 TCOEX-81.15 -'1 �_60.70 - � TG=50.67 * , D FS=47.50 IE=40. # � IF PERF. PIPE=44.75
1 �IE=47.25 +++` r +. TW-51.50 DOUBLE 19'x8.5' PARKING BOTTOM=44.50 „- IE-8.50 1 JJ -� SEPARATE PERMIT4 & 6 AREA DRAIN INLET (NDS)
N-16AL-ROOT ZONE= 4 IE-� � t ROUTE DOWNSPOUTS 6" INLET B-46.00T50 3' WIDE x 8" THICK
ROM TREE TRUNK .- -��` „--- t TW=59.50 � TF-a6.00 --
ROM
TW=61.30 DG PAT10 TO BIORETENTION TG=50.70 ✓fs FS=47.50 - PCC RIBBON GUTTER
1 PER ARBORIST REPORT FS-6o.65 `�, DG PATIO BWOFs-50.60 BASIN TYPICAL IE=48.00 - SY - 12" & 18" AREA DRAIN INLET (BROOKS BOX)
rkDBHx1.5) BROOKS BW=59.50 _ TF-50.00 ti + HATCH REPRESENTS SEE BIORETENTION BASIN NOTES THIS SHEET
l 12" INLET I t' TG-� TW-58•� BW=47.50 4" HMA OVER 6" CLASS II ,
& ! Ex 1 59.40 ,�. 8 =�� DECKING
TG=58.90 32TF=47.00 _ AGGREGATE BASE SECTION D - BIORETENTION BASIN NO. 2 BACKING ROCK DISSIPATOR (2 x2 )
Wwf-I� IE-57.00
m IE=57.90 �_ SEE SEPARATEI 6 INLET FS=50.80- to NOT TO SCALE
Fs-I9.a5 � � TG=50.70
F'S=5i.00° DS 6' INLET POOL PERMIT IE=4710 FS=44.35
Fs=sB92 DECKING COPING=50.8o IE=4s.00 HATCHED AREA REPRESENTS LANDSCAPED
1,c- 7.AO TG=50.7o I-� 2�, r _ _ EX=44.31 TREATEMENT AREA FOR BEST MANAGEMENT
TW=60.50 TCOO(-5882 - IE-P6:00 FS=50.80 t IE=49.2- - `
5 TW058.00 + + + + % E 49.7 - �Ex-44.27 FL=44.15 PRACTICE TO BE CONSTRUCTED TO SPECIFICATIONS
6"x16" PCC FLUSH CURB OR DEPPENED G-7 CURB OF BIORETENTION DETAIL ON PAGE 7 APPENDIX C-3
-BWOFS=57.00 + t + REMOVE VIRAL 5 TRANSITION AS NECESSARY TO THE '
TF=56.50 CONC. + 3 100.22 -- - SATISFACTION OF THE CITY ENGINEER. BELGARD PERMEABLE PAVING STONE OR EQUAL OF THE ENCINITAS STORMWATER MANUAL. AREA
D-27 UNDERDRAIN� STEPS N83'18 0 TW=47.00 WITH MIN. 3/8" VOID NOT TO BE MODIFIED WITHOUT PERMIT FROM THE CITY.
DG DG PATIO r 6" INLET TWOFS=46.50 i
rn IE DBL 3"=57.35 27L: FS-57.00 EX=49.84-EX=49.71 00 1 TG=50.70 BWOEX=44.00 EXISTING GAS MAIN » REQUIRED BASIN AREA = 4% X 2,400 sf = 96 sf
I h VOID FILLER NO. 8 AGGREGATE (1 /8 TO 3/8) � + + + + + �
8 FS=57.60 N IE=48.50 TF=43.00 --e PROPOSED BASIN AREA = 103 sf + + + + +
j---�-EXISTING 6" VCP SEWER MAIN 2" MIN. THICK NO.8 AGGREGATE---_
TW=58.00 °' " "�` -
\ EX-54.40 , TW=51.00 / u n n j
L=54.35 TWOFS-52.00 TWOFS=50.80 18" BROOKS BOX "BUBBLER" "uTWOFS=57.50TWOFS=50.80 i�-- EXISTING 6 ACP WATER MAIN
BWOFS=56.50 + EX=54.67 TWOFS=57.00 BWOFS=50.80 BW®FS=49.70 �Q BWOFS=48.30 OUTLET W/ 4-3- HOLES AT o l 4" MIN. THICK No.57 AGGREGATE _- 8.
v EXISTING UNDERGROUND ELECTRIC := - /� /y�•p�
P +F� TF=56.00 TW=58.00 BWOFS=49.30 TF=49.00 TF=47.80 BOTTOM OVER 12 THICK ' _ G NOTES:
1 FLOAT ROCK �
TW=58.00 TW=51.00 TG=45.20 6" MIN. THICK 30 4: CRUSHED ROCK---;- a 1. ANY EXISTING IMPROVEMENTS THAT ARE DAMAGED DURING
- 12" BROOKS BOX � EXISTING
TWOFS=57.60 �I WWOOFS 54..70 TG=56.67 \ RESIDENCE TWOFS=50.80 IE=44.20 -- - r CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED TO THE
BWOFS=55.00 =54.00 IE=53.25 BWOFS=47.00 SOIL SUBGRADE
m TF=54.00 OUTLET TO DRIVEWAY nn �r 5. a TF=4s.00 TW=47.o0 � SATISFACTION OF THE CITY ENGINEER PRIOR TO FINAL APPROVAL.
I i EX=54.71 ICU IJ U TWOFS=45.00 G) rT f ALL AGGREGATE MUST BE CLEANED/WASHED AND FREE OF FINES (SILT, SAND, ETC.)
f REMOVE EXISTING WALL 5 uT 2. THE EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE
AREA=BIORETENTION °o c G o� BWO43.004.00 THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED AS EXISTED IN THE FIELD PRIOR TO CONSTRUCTION AS NOTED ON
REPLACE WITH CMU WALL � TWOEX-56.58 AREA=20 of C5 -
PER SDRSD C-3 OR EQUAL FS=56.00 CORNER RECORD N0. 39670. IF ANY MONUMENT S) IS DISTURBED OR
BWOEx=54.73 \ EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE DESTROYED IT SHALL BE REPLACED BY A LICENSE LAND SURVEYOR
NO --- �TWOFS=5s.7o TW=59.50 ` \ \ AND SHALL FILE A CORNER RECORD WITH THE COUNTY.
NOTE: ALL WORK IN THE TWOFS=59.50\ WHERE PERMEABLE PAVER SUBGRADE IS LOCATED ADJACENT TO THE BUILDING
RIGHT-OF-WAY SHALL TWOEX-54.78 BWOFS=58.00� PAVER SUBGRADE SHALL BE SLOPED AWAY AT 2% AND SHOULD BE LINED WITH AN 3. ALL SERVICE LINES TO THE SUBJECT BUILDING SHALL BE
71�
BE UNDER THE SUPERVISION TF=57.50 IMPERVIOUS LINER A MINIMUM HORIZONTAL DISTANCE OF 5' FEET FROM BUILDING. CONSTRUCTED UNDERGROUND.
OF THE PROJECT ARBORIST,
TWOFS=60.00 SPECIAL APPROVAL REQUIRED IF USED IN HIGHLY EXPANSIVE SOIL
BWOFS=56.50 (SUBDRAIN MAY BE REQUIRED) 4. REFER TO ARCHITECTURAL SITE PLAN FOR WALL FINISHES AND COLORS.
TF=53.00 ,N GRAPHIC SCALE 1"=10' 5.
R/W R/W _m=57.50 SI,I•E PLAN - LE PAVER DETAIL_ FROMISTIADJACENT LOWER OFNG AND FENCE NATURALIGHT ORFINISHMUM IS GRADES C TYPICAL.
5TH S EET
I I BWOEX=54.35 »
I TF=53.85 SCALE: 1 =10 0 10 20 30 PER GEOTECHNICAL RECOMMENDATIONS BIORETENTION NOTES. U
40' }_ 20' SETBACK _ PA I, »
24't 5' AREA DRAIN I BUILDING WALL I
TG=6110' I FS=61.30'
�IE=59.*66- � SETBACK BUILDING WALL
EX TC=62.40 PAVERS I FRONT ROOF DOWNSPOUTS
*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 HARDWOOD MULCH, w
P' AND 20% TOPSOIL.
04)
PATIO I II ROUTE TO FRONT BASIN I R/W ALLEY P/L FIRST FF=61.30 **3/4 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE
3
FS=61.30 __ ____ FIRST FF=61.30 ___DE PENDED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF 0
PLANTER 3*
5' THE BASIN.
- - - - - - - ` _ ~- ��__ s -- ----------- I ADU FF=59.25' I I FS=56.00 GRAVEL SETBAC
STING CURB & GUTTER '
" �6.205 ,F 20 FS=56.20 THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED
PAINT RED MATCH EXISTING ROUTE ROOF DRAIN
(TYPICAL 5TH STREET) TO FRONT BASIN I TW=50.80' BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY,
BUILDING WALL 3 3' THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS
:1. BUILDING RETAINING WALL BY OTHERS PCC 8.5 10 FS=50.80 BWOEX=49 00't AREA DRAINING TO IT.
CONSTRUCT 5' DG PATH 11It =• BASEMENT FF=51.00'
[•: BASEMENT FF=51.00' STAIRS
'. GARAGE FF=50.00' 2 % �a�1
CLS# 1690 6" AREA DRAIN INLET -
COASTAL
LAND SOLUTIONS INC. DEEPEND FOOTING AT BELGARD PERMEABLE PAVERS -4" HMA PAVING OVER 4" PVC DRAIN PIPE-
BIORETENTION BASIN OVER CRUSHED ROCK LAYERS 6" CLASS II BASE
PIER FOUNDATION BY OTHERS)
�`� 577 SECOND STREET 6%16" FLUSH PCC CURB 3' WIDEx 8" THICK
L5 ENCINITAS, CA 92024 PCC RIBBON GUTTER
PH (760) 230-6025 SECTION A EXISTING
" P WATER MAIN FEET SECTION B
AP
FAX (760) 230-6026 SCALE: 1"=10' SCALE: 1 -10
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS11MENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS SURVEY CONTROL 2-1/2" INT. DATE - PLANS PREPARED ER THE SUPERVISION OF C NDED APPROVED
' BRASS DISC IN M-10 WELL MONUMENT IN
THE MIDDLE OF THE INTERSECTION OF EL
PORTAL STREET AND LA MESA AVENUE
MARKED LS 7322 ENC-25
ELEVATION = 60.081'
DATUM = NAVD 88
PUBLIC WORKS
Pl I DATE: 11-1-22
PLANNING �
MIKE STRIZIC JILL T. BANKSTON
STEVEN R. )ONES DATE
R.C.E. NO. 65124 PRINCIPAL ENGINEER CITY ENGINEER
REVIEWER STEVEN ES
PRINCIPAL ENGINEER DATE INSPECTOR EXP. 9-30-23 11 15 2022 11/18/2022
DATE DATE
INSTALL 30 MIL LINER AT SIDES AND BOTTOM OF ALL BIORETENTION BASINS
EXCEPT THE FRONT YARD BASIN NEAREST 5TH ST. O
QPOFESSj�N
CONSTRUCT RETAINING R. von Fy
WALL PER SDRSD C-4 OR
EQUIVALENT
cP
W 'n No. 65124 m
Exp. 09/30/23 91
Q
9><� � Ca
ITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO
GRADING PLAN FOR:
DECLAN CAULFIELD LDEV �
215 5TH STREET - 016145-
2021 �
ENCINITAS, CA 92024 Q
PLANNING CASE NO: CDP-004380-2021 A.P.N. #258-041-17 1 SHEET 2 OF 7 U
POOL BY OTHERS
DEPTH VARIES
BOTTOM FS=44.50
EROSION CONTROL PLAN
LEGEND
1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
4 BY 4 IN (10 BY 10 CM) THE POSTS. SAND/GRAVEL BAGS (2 HIGH) o0000000
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
SILT FENCE
HYDROSEED PROTECTION :
GRAPHIC SCALE 1"=10'
4 IN (10 CM) 0 10 20 30
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE 10,HYDROSEED NOTES
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
01
INTO THE TRENCH.
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE
GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN
THEY ARE:
� � A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
( I �� �,� B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE
I
I II I FILTER FABRIC , �/i � / / / IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT
...
-WIRE � � / � - CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY
42
ENGINEER.
n N 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE
\ / SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE
HYDROSEEDED GROWTH.
f / 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
DETAIL SILT FENCE DOTTED HATCH REPRESENTS ' A 1SEED MIX 20 LBS PER SHALL
ACRECONSIST
OF ROSE CLOVER THAN,
� � HYDROSEED SLOPE PROTECTION
NTS i`° 2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
/ l J G - 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
. .. C", / r F° N 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 1/2 LB PER ACRE OF DIMORPHOLECA
........... T , DIE AND F OF THIS SUBSECTION MAY BE
�' _ -It � GRAVEL BAG EROSION CONTROL 7 ITEMS C
-6Q PERIMETER PROTECTION OMITTED ON LOCATIONS WHERE THE AREA BEING
-- - -'� HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
3. o t 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED
11LJi� / WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY
EITHER BY DRILLING OR BROADCASTING BEFORE
'C3 o HYDROSEEDING.
- 63- n a 1LOCIZ / ` + *B + 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE
o �QGo� lCo� JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
RUNOFF TWO LAYERS OF GRAVEL BAGS ✓� ` ° / / r r+ i DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG
WITH ENDS OVERLAPPED ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO
-62- THE HYDROSEED SLURRY AT THE DISCRETION OF THE
GAP BETWEEN BAGS ++++ -- - ,, -
� �' / / CONTRACTOR.
ACTS AS SPILLWAY o 1 - - _ _ i / + + + + - ► CONSTRUCTION ENTRANCE B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN
GRgVEL BAG EROSION CONTROL �/ // /- + LL_L_L_L_ SEE DETAIL THIS SHEET 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE
IMETER PROTECTION X 1 / / l + + + SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED
��r 1 _ - - / ; �� // // / / L-L-L-L-L- FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
_DETAIL GRA YL�L BAGS , ® / / / / L„ L_L_L_ ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO
- _ LESS THAN 50% OF THE STRAW INTO THE SOIL.
NTS �i / / / - C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE
SULFATE, 16-20-0, WHTH 15% SULFUR APPLIED AT THE RATE
OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO
HYDROSEEDING BY:
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A
COMBINATION OF:
5 + ++++#+
DESILTING BASIN NO TE: 6 * + • + / 1. TRACK WALKING SLOPES STEEPER THAN 6: 1.
+
� + / � 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1
ABOVE.
BIORETENTION BASINS SHALL BE EXCAVATED AND USED - I . ` ; v / �, rn B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR
AS DESILTING BASINS DURING CONSTRUCION. THE SILT PLANTING BY:
B
SHALL BE COMPLETELY REMOVED AND THE BIORETENTION - - 0 ,��r ! 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE
BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS - A DAMP BUT NOT SATURATED SEED BED.
ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL. GRAVEL BAG INLET PROTECTION 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT,
LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE
5r' SILT FENCE PERIMETER PROTECTION „ „ , CONDITIONS FOR GROWTH.
51 HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A
m VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
NOTE: \ 55� `, a) rn N LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
CONSTRUCT SEDIMENT BARRIER AND PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED
CHANNELIZE RUNOFF TO SEDIMENT' AND ALL SECURITY RELEASED.
TRAPPING DEVICE I `
COARSE
AGGREGATE
FILTER
LLFABRIC EROSION CONTROL
♦. ORIGINAL GRADE
• 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
,4° A DECLAN CAUFIELD AT 312-547-9364
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
-1.1' MIN., UNLESS OTHERWISE Plans approved are limited to the NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
SPECIFIED BY A SOILS ENGINEER CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
contents of this plan set.Any errors TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
SEC"I'IONA-A A or omissions contained herein shall 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
not be construed as permission to WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
• . allow an conditions to exist in 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
A a A • ♦ ° Y TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
>- ♦ 4 4 A ' � . e ♦ WIDTH AS REQUIRED violation of the codes and ordinance AFTER EACH RUN OFF PRODUCING RAINFALL.
� TO ACCOMODATE
Q ♦ ° ♦. G • ANTICIPATED TRAFFIC adopted by the City of Encinitas. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
• UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES
.G , + • . WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE
19' RADIUS A NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
MIN. AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
20' 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
_CONSTRUCTION ENTRANCE_ FROM DAY. THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
NTS
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
G FESSjAND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
COASTAL LAND SOLiJ'ITONS, INC. � � 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
,�'� cn z EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
No. 65124 m TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
US577 SECOND STREET Exp. 09/30/23 PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
ENCINITAS, CA 92024 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
PH (760) 230-6025 q CIVIL OF CALIFORNIA DEPARTMENT OF CONSERVATION.
FAX (760) 230-6026 of Ca�iF
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
CITY OF ENCINITAS SURVEY CONTROL 2-1/2' INT. DATE EROSION CONTROL PLAN FOR:
BRASS DISC IN M-10 WELL MONUMENT IN PLANS PREPARED ER THE SUPERVISION OF C NDED APPROVED LDEV
' 'ITHE
DD TREET AND INTERSECTION LASAAVENUE L PUBLIC WORKS DECLAN CAULFIELD
-'---------'PORTAL _ DATE: 11-1-22 - 016145-
MARKED LS 7322 ENC-25 PLANNING MIKE STRIZIC JILL T. BANKSTON 215 5TH STREET 2021
r F ELEVATION = 60.081' STEVEN R. JONES DATE R.C.E. NO. 65124 PRINCIPAL ENGINEER CITY ENGINEER
REVIEWER STEVEN ES 11 15 2022 11/18/2022 ENCINITAS, CA 92024 IN
1 DATUM = NAVD 88 PRINCIPAL ENGINEER DATE INSPECTOR EXP. 9-30-23 DATE DATE PLANNING CASE NO: CDP-004380-2021 A.P.N. #258-041-17 SHEET 3 OF 7