2018-13742 G (Plans) (2)3. SEPARATE
RIGHT OF WAY OR EASEMENTS PERMITS SHALLL BE REQUIRED D CONSTRUCTION
IN�CCONJU
PUBLIC A NCTION
STORMWATER POLLUTION CONTROL POST
STORMWATER POLLUTION CONTROL
RIGHT OF WAY NOTE
EROSION CONTROL
PERENNIALO GRASSES LL
BE PREVENTED BY L PLANTING DFAST -GROW FAST-GROWING ANNUAL L AND PURPOSES.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING.
- -
BMP NOTES RELATIVE TO CONSTRUCTION
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHARLOTTE HASSET MACHADO
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC
AT (808) 753 -4469, 24 HOURS A DAY.
ACTIVITIES
RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP
AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET
CONCRETE WASHOUT:
WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15).
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND
ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT
WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO
DRAINAGE NOTE
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
EROSION CONTROL MEASURES WHEN RAIN IS ,IMMINENT.
CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUN COVER
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR
PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE
CONSTRUCTION SITE ACCESS:
A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN
APPROVAL OF THE ENGINEERING INSPECTOR.
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES
APPROVED DRAINAGE FACILITY.
EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
SUCH AS 3 CRUSHED ROCK AND /OR CORRUGATED
UTILITY NOTE
WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
SIN EEL PANELS /P A ESIAL
THE HOURS OF 5:3L P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND
RUN -OFF PRODUCING RAINFALL.
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES
5. O
CONSTRUCTION VEHICLES:
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION
MAY BE REQUIRED BY THE CITY ENGINEER DUE AN INCOMPLETE GRADING
FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE
GENERAL NOTES
OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE.
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY
EROSION CONTROL: EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE
PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE
SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION
DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE
OR ARE POTENTIALLY UNSAFE .
BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR
7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER
PLAN SHALL BE INCORPORATED HEREON.
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
PRIOR TO ANY REQUEST FOR INSPECTION.
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
SUBMIT AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE
2. THE SOILS REPORTS TITLED PROPOSED SINGLE- FAMILY RESIDENTIAL
THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY.
CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST
DEVELOPMENT NEW PARCEL 2 REAR OF 1 SUMMIT ENCINITAS,
8, ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY
EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
CALIFONIA" BY SMS GEOCHINCAL SOLUTIONS, INC. SHALL BE CONSIDERED
E
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END
WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN
OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE
ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS
EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED
PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL
CONTAINED IN SAID REPORT.
AFTER EACH RAINFALL.
OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNDER PERMIT 13742 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE
HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSER AND TO PREVENT ANY FLOW
UNNECESSARILY, THEY HELP DECREASE EROSION.
3. SEPARATE
RIGHT OF WAY OR EASEMENTS PERMITS SHALLL BE REQUIRED D CONSTRUCTION
IN�CCONJU
PUBLIC A NCTION
STORMWATER POLLUTION CONTROL POST
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION
WITH IMPROVEMENT PLANS.
CONSTRUCTION BMP /IMP NOTES
PERENNIALO GRASSES LL
BE PREVENTED BY L PLANTING DFAST -GROW FAST-GROWING ANNUAL L AND PURPOSES.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE GRADING.
- -
TO SHIELD AND BIND THE SOIL.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND
PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING
IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS
GRADING ACTIVITIES ARE COMPLETE.
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION
AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET
EXISTING PRIOR TO GRADING.
AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
ON -SITE CONSTRUCTION MATERIAL STORAGE
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT
REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP IMP
WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUN COVER
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. ELIMINATE OR
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR
PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD
REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE.
CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH
THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
STANDARDS, LAWS AND REGULATIONS.
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER
CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN
D TE
IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL
THE HOURS OF 5:3L P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND
IMP /BMP.
STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT
CITY RECOGNIZED HOLIDAYS.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA
BARRIER AROUND THE PERIMETER AT ALL TIMES.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION
OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT
TRAINING:
MEETING HAS BEEN HELD ONSIE WITH THE FOLLOWING PEOPLE PRESENT:
RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP.
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS
AND SHALL BE
THEMCITTYEATH U633D-
FACILITIES OWN HEREON SHALL NOT BE MODIFIED OR
CONTROL
WITH EAST 48 CALLING (760) -2770.
ALTERED WIRTHOUTEA PERMIT FROM THE CITY.
SHALL BE AVAILLABLEIOTO WORKING ON SITE. THE PROPERTY
OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
CONSTRU C WITHIN THIS PROJECT THE DEVELOPER SHALL
CONSTRUCTION SITE
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT
SUBMIT AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
BE OBTAINED.
WASTE MANAGEMENT:
PROPOSED HAUL ROUE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE
8, ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY
WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR
HAULING OPERATION.
WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH
WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT
ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY,
ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE
AN AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: THE GRADING
AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO
NO SEEPAGE FROM ANY DUMPSER SHALL BE DISCHARGED INTO STORMWATER.
UNDER PERMIT 13742 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE
HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSER AND TO PREVENT ANY FLOW
BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSERS TO DIVERT THE
WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE
NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR
AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND
CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT.
LEAKS. DUMPSER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED
ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS
THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC
ANY TRASH MATERIAL.
T
ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND EST THE
SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A
EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKST
AND
SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS,
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS
VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO
UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
SAN DIEGUITO
WATER DISTRICT NOTES
AN O DISPOSED
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION
NFORMATIONIONEDISPOSIAL OF HAZARDOUSFMAERIAL,�CALLSTHES HAZARDOUS
AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING
WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS
AND TO ORDER DUMPSERS CALL EDCO AT (760) 436 -4151.
ACCEPTABLE FOR THEIR INTENDED USE.
TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES
COMMITTEE (WASC).
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND
TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT t.,ONSTITUTE
RECYCLING RECEPTACLES AROUND THE SITE.
SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED
PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE
FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
LIMITS OF THIS PROJECT.
CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN
11ME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
INLETS ON PERVIOUS SURFACES.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER,
SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION.
PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE
AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP
ALL VEGETABLE MATER AND OBJECTIONABLE MATERIAL SHALL BE
SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER
MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER PS.ZICT.
MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE
FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED
FOR MORE INFORMATION POLLUTION CONTROL MEASURES
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE
4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO
GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES,
S CONTACT THE
AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY
SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM
ETC. WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST
OF ENCINITAS AT (760) 633 -2770.
OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE
METE CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASC) STANDARDS. IF
NOTIFICATIONS
FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
WITH SPECIFICATIONS.
STANDARDS AT THE OWNER'S EXPENSE.
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO
5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION.. THE SLOPES
SERVICES.
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE
OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING
EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
AND SAN DIEGO GAS AND ELECTRIC VAULTS.
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND
7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE
GRADING ORDINANCE.
TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760)- 633( -277)0
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS
C WATER EL SAN MC DIEG TOG WATER6 )DISTRICT 6 2 0800- 227 -26 00
BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE
D. TELEPHONE - SBC BELL - (760) -489 -3411
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH
JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL
E. CABLE TV - COX COMMUNICATIONS- (760) -806 -9809 X -2233
A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
MATERIALS TO BE NO -LEAD BRASS PARTS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE
2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH
PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770.
MATERIAL.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH
PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED
IMPERVIO US AREA
WILL BE SUBJECT TO REJECTION AND REMOVAL.
WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY
0 WNER/PERMITTEE
CHARLOTTE HASSETT MACHADO
1485 SUMMIT AVENUE
CARDIFF BY THE SEA, CA
SITE ADDRESS
1489 SUMMIT AVENUE
CARDIFF BY THE SEA, CA
APN: 260- 081 -52
LEGAL DESCRIPTION
PREPARED BY-
COASTAL LAND SOLUTIONS, INC.
577 SECOND STREET
ENCINITAS, CA 92024
760 - 230 -6025
DATE OF SURVEY:
TOPOGRAPHY IS DRAWN FROM TOPOGRAPHIC
FIELD DATA DATED 9/9/16 AND UPDATED ON
1/18/18 BY COASTAL LAND SOLUTIONS, INC.
PARCEL 2 OF P.M. NO. 21509 IN THE CITY OF ENCINITAS,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA,
FILED IN THE OFFICE OF THE SAN DIEGO COUNTY
RECORDER ON OCTOBER 24, 2017.
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.
SIGNATURE N�UAd W DATE:�1=
CHAR TTE ASSETT MACHAD0000O
SOILS ENGINEER'S CERTIFICATE
I, MEHDI S. SHARIAT, 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 JANUARY 25, 2018.
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 PR JECT HAVE BEEN INCORPORATED IN THE GRADING PLANS
AND SPECIF ATIONS. - r
SIGNED:
Grp r 4JrA,ff+l��ec�
/R2E NO.: _ .
EXP. DATE: ------- - - - - --
SMS GEOECHNICAL SOLUTIONS, INC
5931 SEA LION PLACE, SUITE 109
CARLSBAD, CALIFORNIA, 92010
760 - 602 -7815
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 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.
STEVEN R. JONES DATE
RCE 65124
EARTHWORK DATA
185 C.Y. EXCAVATION (CUT)
85 C.Y. EMBANKMENT (FILL)
100 C.Y. EXPORT
300 C.Y REMEDIAL GRADING
DISTURBED AREA
10,566 SF (0.24 ACRES)
SHEET INDEX
SHEET NO. 1 TITLE SHEET
SHEET NO. 2 GRADING AND DRAINAGE PLAN
SHEET NO. 3 EROSION CONTROL PLAN
COASTAL LAND SOLUTIONS, INC. kLExp. /30/
/30/19
5 77 SECOND STREET PHC (760A5230- 025 4 OF CA IFS
FAX (760) 230 -6026
VICINITY MAP
NOT TO SCALE
LEGEND
S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY BOUNDARY
EXISTING EASEMENT
PROPOSED CONTOURS 255
EXISTING CONTOURS 255
EXISTING EDGE OF PAVEMENT
CENTERLINE
EXISTING WATER MAIN
1- i
EXISTING SEWER MAIN
- - -- 5 - --
EXISTING SEWER LATERAL
- 5j
EXISTING WATER SERVICE
- -
EXISTING FENCE
PROPOSED RETAINING WALL
EXISTING RETAINING WALL
_
LIMITS OF GRADING
W W
4" PVC PIPE AND 12" AREA DRAIN
BUILDING FOOTPRINT
DRAINAGE DIRECTION
�-
FLOWLINE SWALE
-.
PROPOSED CONCRETE HARDSCAPE
PROPOSED PERVIOUS PAVERS
HMA PAVING
HATCHED AREA REPRESENTS LANDSCAPED
TREATEMENT AREA FOR BEST MANAGEMENT
PRACTICE TO BE CONSTRUCTED TO
SPECIFICATIONS OF BIORETENTION DETAIL ON PAGE 7,
APPENDIX C -3 OF THE ENCINITAS STORMWATER MANUAL.
PROPOSED AREA IS GREATER THAN OR EQUAL TO 9% OF
PROPOSED IMPERVIOUS SURFACE AREA DRAINING TO IT.
AREA NOT TO BE MODIFIED WITHOUT PERMIT FROM THE CITY.
BMP PROJECT STATUS
���1►1 �ld:��7
cc
EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT v
IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED EXISTING IMPERVIOUS AREA = 1,572 sf NU CHANGE C/�
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE PROPOSED IMPERVIOUS AREA = 6,026 sf
ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA REPLACED IMPERVIOUS AREA = 1,411 sf
(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 r'
CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. l�
EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE,
IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS SIGN DATE SIGN DATE SIGN DATE SIGN DATE SIGN DATE
THE TREE REMOVAL. SIGNATURE EXPIRES 2 YEARS AFTER DATE
CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
Ev15F O oa CITY OF ENCINITAS BENCHMARK ENC -41 2" IRON PIPE INT. DATE PLANS PR ARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR:
WITH 2.5" CITY OF ENCINITAS BRASS DISC MARKED MACHADO RESIDENCE
ENC -41, L.S. 7332' LOCATED IN A.C. IN A TURNOUT PUBLIC WORKS
ON THE EAST SIDE OF NORTHBOUND HIGHWAY - DATE: �Z3 6 "!8 r % 13742-G
101 t0.5 MILES NORTH OF CHESTERFIELD DRIVE PLANNING J $ OWENS CHRI T HER L. M DOSKU 1489 SUMMIT AVENUE
AND 10 RAIL PER�R.O.SE18416 THE NORTH END OF GUARD SEVEN R. JONES DATE R.C.E. N0. 65124 -�/ CARDIFF BY THE SEA, CA
REVIEWER SEVEN R. NES F� Q
DATUM ON = 73. 12 CITY ENGINEER DATE INSPECTOR EXP. 9 -30 -19 DA DATE PLANNING CASE NO: 16 -062 CDP A.P.N. #260- 081 -52 SHEET 1 OF 3 U
Z: \CLS Job Files \CLS1050 MACHADO (SUMMIT) \CLS1050 MACHADO (1485 SUMMIT) GP 3 -19 -18 v19.pro
GRADING
AND DHAINAGE PLAN EN��CO:
EXISTING ENCUMBRANCES ARE PER A POLICY OF TITLE
INSURANCE PREPARED BY CHICAGO TITLE INSURANCE COMPANY
DATED DECEMBER 27, 2017 AS ORDER NO. 00084013- 996- SD1 -RT4.
NOTES:
1.) A 2" GRIND AND OVERLAY SHALL BE PROVIDED ALONG THE LENGTH
OF THE FRONTAGE TO THE STRIPED CENTERLINE.
2.) ALL OVERHEAD UTILITY SERVICE LINES INCLUDING CABLE,
TELEPHONE, AND ELECTRIC SHALL BE INSTALLED UNDERGROUND.
c 3.) AN ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT
° g SHALL BE RECORDED AGAINST THE PROPERTY TO ENSURE THE
kDi 06 N 0) PERPETUAL MAINTENANCE OF THE PERVIOUS PARKING AREA.
n �' u Li SEE RECORD INFORMATION DOC. 2 01 7 - 0388336 O.R. DATED
� y n to AUGUST 24, 2017.
u cn rn BUILDING WALL
i`
(1 - ? FOOTING STEM WALL RETAINING WALL PER
SECTION A _ FF= 153,0() SDRSD C- SERIES
BASIN
- - - FS =151c00 -- EXISTING RETAINING WALL
RETAINING WALL PER
SCALE: 1 " =10' SDRSD C- SERIES EP
1 �
TWOFS= 155.90 I
B X= 155.43 1W= 152.00
1 [DORA:N 6" PVC PI:PE) SCUPPERS j� BWOEX=
THROUGH LL 149.80
3" HMA PAVING OVER TWOFS= 155.25 j 4.40 = 152.50
4" CLASS 11 AGGREGATE BASE BWOEX= 154.60 4 40 Byy�X= 152.50 J ROCK DISSIPATOR
TWbFS= 156.40 -7 - PER SDRSD ATOR MATH
° TWOFS= 157.00 BW S= 156.50 3/4 "X18` IRON PIPE i 24 AREA DRAIN 1' DIAMETER ROCK
TWOFS= 158.00 as ® PER PM 21509 ROCK DISSIPATER O TWOFS= 152.00/ NTH 6" PVC IE 6 "OUTLET= 149.95
IS8 SWOFS= 157.00 RETAINING WALL PER TO BE PROTECTED IN PLACE PER SDRSD D -40 OUTLET PIPE
BWOFS= 158.00 I IEin =154. BWOEX= 150.5¢ TG= 151.83 PCC END WALL PER D -40
SDRSD C -2 OR EQUAL ) TWOFS= 154.40 FL 152.40 IE out = 150.00
_135.75'_-'' 5595 4 3 8% =15 . _ =149.60
X
2 695 '?a% 4 9 .2
FS 154.00
£2 _ 7X w_
1 1 BWOEX
-17 1190E PRIVATE ROAD TWOFS�1A '- 0149.3 -� 2% _ T T y
S
AND UTILITY EASEMENT
S
IE
FOR iME BENEFIT OF BWOFS¢ 58 ce�
25' SETBACK %(1
PARCEL. < TF.N WALL
�� FS =154.20 ww(, S UN PNOF DISC PER TO BE PROTECTED
TWOFS =156�Q 8E i IN PLACE
k F 15Q9p' ?Byyrj�6ZQ E` ' w� l 12' EXISTING RETAINING WALLS
TWOFS =15470 12 DRAIN
QFS =152.75 TG= 152.65 ( Q
3
BW 5% IE= 152.00 RETAINING WALL PER SDRSD C -1.
�,f PROVIDE NON - GROUTED WEEP HOLES
�, FS= 152.90 IN MANSONRY BLOCK EVERY OTHER BLOCK
FS= 57.3 ) TW�F5 ..... 430 `-vI FS= 152.75 PARCEL 2i �. AT BASE OF WALL OVER THE ENTIRE LENGTH
a Fx ;1 E)yISTING 1" WADER SERVICE PER WAS WS -01
2 0X124" IRON= PIPE WITH DISC
PER PM 215bg TO BE
` - PROTECTED IN PLACE
- - EXISTING WATER METER
TS ✓
-70
L- 156.68
2` IRON PIPE g�P�ER PM 21509
EXISTING RE HYDRANT FH / TO BE PROTECTED IN PLACE
1 P 1 TECTED IN PLACE 21509
V2" fRON PIN. NO CAP. PER PM 21509
I' B PROTECTED IN PLACE
GRAPHIC SCALE 1 " =10'
0 10 20 30
COASTAL LAND SOLUTIONS, INC.
577 SECOND STREET
ENCINITAS, CA 92024
PH (760) 230 -6025
FAX (760) 230 -6026
CHANGE N0. 1 DESCRIPTION APPROVED DATE
'FS= 151.()0 % OF THE BIORETENTION BASIN.
S=15 2:75 I FS= 152.90
P.M. N0.21569 ( I Tw =,52.00
!_ _ � I \ R TWOFS =1 3.00 PROPOSED RESIDENCE BWOEX= 149.90
I i "� BWOFS= 152.75 FF= 153.00 ✓
- PAD= 152.40. �5 Sf 7Bq 6
TWOFS'1b3.20;
DRAINI
�ai cWOFS= 152i75' TG 152.75
ix
IE 151.801
TWOFS= 157.50 l 12 DRAIN 1�� DRAIN
BWOFS =755.00 r i z ? F5 152 95 s� q TWOFS= 153.00 TG= 152.75 E- 152.75
$ i BWOFS =1 2.75 IE= 151.30 I -151.10 I "
EXISTING BIORETE TION BASIN
✓ GARAGE SEE DETAIL THIS SHEET
FS�1b1.0077 SF
✓ 12' DRAIN "
5= 152,$0,.. TG= 152.75 4 'PVC,, 2 L =70'.
TWOEX-159r.
00 - -- _ ) IE= 151.60
BWOFS 753.06 _ i I ° 18" WIDE BY 60 THIC
# i # b PROPOSED
h r PCC HEADWALL � ,
RETAINING WALL ER ` ^ GARAGE I RIP- RAP
SDRSD C -2 OR QU L - FF= 153.D0
PAD= 152.'40 FS =1 .75� L =1 0
d
---------- t $ � � �f }3 � BWOEX= 151.00
EXISTING RETAINING s '
WALL TO REMAIN 52.00
c L =1 5
Oki
f T40FS= 159.00 I 218.9
E = 156.13 Q X =155.5 RETAINING WALL PER
C BWOFS= 152.50 BWOFiS= 152.40 1 SDRSD C -2 OR EQUAL TWOEX= 152.50
'4 3/4" IRON PIPE PER PM 21509 BWOFS= 152.50 DER NN PLACENC BE PROTECTED TO IBE PROTECTED IN PLACES
i
24" AREA DRAIN
WITH ATRIUM GRATE
TOP GRATE= 151.83
IEout= _15.0.00 /+ �/1
2:1 MAX. TW= 152.00 GlQA,vt:
AREA VARIES (SEE PLAN) x 10" DEEP IE 6" OUTLET= 149.95
CENTERLINE
RIGHT OF WAY FS -151 00 10" INCH /A'_ DIAMETER_ROCK
P/L SUMMIT AVENUE
PA
I
1�
f
�
35'
25'
r
'FS= 151.()0 % OF THE BIORETENTION BASIN.
S=15 2:75 I FS= 152.90
P.M. N0.21569 ( I Tw =,52.00
!_ _ � I \ R TWOFS =1 3.00 PROPOSED RESIDENCE BWOEX= 149.90
I i "� BWOFS= 152.75 FF= 153.00 ✓
- PAD= 152.40. �5 Sf 7Bq 6
TWOFS'1b3.20;
DRAINI
�ai cWOFS= 152i75' TG 152.75
ix
IE 151.801
TWOFS= 157.50 l 12 DRAIN 1�� DRAIN
BWOFS =755.00 r i z ? F5 152 95 s� q TWOFS= 153.00 TG= 152.75 E- 152.75
$ i BWOFS =1 2.75 IE= 151.30 I -151.10 I "
EXISTING BIORETE TION BASIN
✓ GARAGE SEE DETAIL THIS SHEET
FS�1b1.0077 SF
✓ 12' DRAIN "
5= 152,$0,.. TG= 152.75 4 'PVC,, 2 L =70'.
TWOEX-159r.
00 - -- _ ) IE= 151.60
BWOFS 753.06 _ i I ° 18" WIDE BY 60 THIC
# i # b PROPOSED
h r PCC HEADWALL � ,
RETAINING WALL ER ` ^ GARAGE I RIP- RAP
SDRSD C -2 OR QU L - FF= 153.D0
PAD= 152.'40 FS =1 .75� L =1 0
d
---------- t $ � � �f }3 � BWOEX= 151.00
EXISTING RETAINING s '
WALL TO REMAIN 52.00
c L =1 5
Oki
f T40FS= 159.00 I 218.9
E = 156.13 Q X =155.5 RETAINING WALL PER
C BWOFS= 152.50 BWOFiS= 152.40 1 SDRSD C -2 OR EQUAL TWOEX= 152.50
'4 3/4" IRON PIPE PER PM 21509 BWOFS= 152.50 DER NN PLACENC BE PROTECTED TO IBE PROTECTED IN PLACES
i
24" AREA DRAIN
WITH ATRIUM GRATE
TOP GRATE= 151.83
IEout= _15.0.00 /+ �/1
2:1 MAX. TW= 152.00 GlQA,vt:
AREA VARIES (SEE PLAN) x 10" DEEP IE 6" OUTLET= 149.95
CENTERLINE
RIGHT OF WAY FS -151 00 10" INCH /A'_ DIAMETER_ROCK
P/L SUMMIT AVENUE
PA
63 PROPOSED R -O -W
3' RW DEDICATION
60' EXISTING R -O -W
3' PER PM 21509
35'
25'
C_A
EP ROADWAY EP
EP
PERVIOUS AC TO BE MAINTINED
12' 72'
PAVER PATH BY HOME OWNER IAW EMRA
2' S' DOC. 2017 - 0388336 O.R.
1' SAWWT
-, -I
% DATE: AUGUST 24, 2017
5.5%
-__.
_ -6"
-- -----------------------
GRIND AND OVERLAY
DG PATH
TO CA RIGHT OF WAY
FLUSH 6" HIGH x 16" DEEP
PCC CURB
6" HMA PAVING OVER
BELGARD PERMEABLE PAVING STONE
12" CLASS II BASE
2"
OVER 2" THICK N0.8 AGGREGATE
OVER
6 "x16" PCC
OVER 6" THICK NO.57 AGGREGATE
FLUSH CURB
OVER 6" NO 2
NOTE: RIGHT -OF -WAY IMPROVEMENTS SHOWN THEREON
FOR REFERENCE ONLY.
SEE IMPROVEMENT PLANS 11956 -I.
SECTION B
SCALE: 1"=10'
BENCHMARK
AS -BUILT APPROVALS
CITY OF ENCINITAS BENCHMARK ENC -41 2 IRON PIPE
WITH 2.5" CITY OF ENCINITAS BRASS DISC MARKED
INT.
DATE
PLANS PR
PUBLIC WORKS
ENC -41, L.S. 7332" LOCATED IN A.C. IN A TURNOUT
ON THE EAST SIDE OF NORTHBOUND HIGHWAY
101 10.5 MILES NORTH OF CHESTERFIELD DRIVE
PLANNING
STEVEN R. JONES
DATE
AND 10 FEET WEST OF THE NORTH END OF GUARD
RAIL PER R.O.S. 18416.
REVIEWER
STEVEN
ELEVATION =
DATUM = NAVD8812
CITY ENGINEER
DATE
INSPECTOR
2 " -3" HARDWOOD MULCH - _.__ __... _.... _._. IE- 150.00
24" MIN. ENGINEERED SOIL*
2 "- 3/8" GRAVEL
12" - 3/4" CRUSHED ROCK ** ---" T --- --- -° - - - -- - - - -�
RETENTION BASIN SHALL BE 4` PERFORATED PIPE
LEVEL AND DEPRESSED A CONNECT TO WALL DRAIN
4" WALL DRAIN
PER SDRSD C -8
-RETAINING WALL
MINIMUM OF 10 FROM THE L =40', S =0% TW= 159.00
SURROUNDING GRADE PER SDRSD C -1
OR EQUIVALENT TWOEX= 158.22
BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL --- °-- - -
MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, RETAINING WALL PER SDRSD
20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL EXISTING RETAINING I I C -2 OR EQUIVALENT
WALL TO REMAIN
**3/4" CRUSHED ROCK LAYER SHALL BE MINIMUM OF 12" BUT MAY BE DEEPENED TO O
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN.
TFOEX= 154.78 BWOFS= 152.76
THE EFFECTIVE AREA OF THE BASIN SHALL BE FLAT AND LEVEL. TYPICALLY, THE SURFACE _ IS AREA OF THE PROPOSED MPERVIOUSNSU FACE= 5 306 OF THE IMPERVIOUS AREA. O QpOFRSSIpy9l
PRO DBAREA N 4079 sREA = 5,306 sf x 9% = 477 sf �4Q(( J�N cJ�� ��
O
cm No. 65 24
BIORETENTION DETAIL SECTION C m Exp. 09/30/19 a ICA
SCALE: 1 " =10' SCALE: 1 " =5' Tq CIVIC Cep
OF CA11F� 1�
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR:
�,, MACHADO RESIDENCE
DATE' / E L�,�I�rwi'y rn4 1489 SUMMIT AVENUE 13742- G
R.C.E. NO. 65124 J S WENS CHRIS OP ER L. MAG SKU
ES -�� o'�oig- CARDIFF BY THE SEA, CA 0
EXP. 9 -30 -19 DA E DA PLANNING CASE NO: 16 -062 CDP A.P.N. #260- 081 -52 SHEET 2 OF 3
U
�I
N[
IT
0
pp.
1
■
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT
CHARLOTTE HASSETT MACHADO AT (808) 753 -4469
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT
CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF
TEMPORARY DEVICES 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
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.
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 WORKDAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL B(E IN PLACE
AT THE END OF EACH PROBABILITY FFORECASTW XCEEDSDF RTyY PE ENTI(40d" DAY
SILTRAIN
AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RRAINFALL.
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR
TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH
PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE
OF CALIFORNIA DEPARTMENT OF CONSERVATION.
COASTAL LAND SOLUTIONS, INC.
577 SECOND STREET
ENCINITAS, CA 92024
PH (760) 230 -6025
FAX (760) 230 -6026
CHANGE N0. 1 DESCRIPTION APPROVED DATE
EROSION CONTROL PLAN
i
GRAVE
i
x
I
I
x
I
I
X,
• w ®�_ i i
d 7 p R
t f t
i t
x f
°i
BAGS (1 LAYER)
159
t
3
i
gt
7
r`
t°
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
INTO THE TRENCH.
BENCHMARK
CITY OF ENCINITAS BENCHMARK ENC -41 2 IRON P
WITH 2.5" CITY OF ENCINITAS BRASS DISC MARKED
ENC -41, L.S. 7332" LOCATED IN A.C. IN A TURNO
ON THE EAST SIDE OF NORTHBOUND HIGHWAY
101 f0.5 MILES NORTH OF CHESTERFIELD DRIVE
AND 10 FEET WEST OF THE NORTH END OF GUARD
RAIL PER R.O.S. 18416.
ELEVATION = 73.612'
DATUM = NAVD88
FILTER FABRIC v()
WIRE
DETAIL SILT FENCE
NTS
RUNOFF
1
o�
' 0
j6
7
CONSTRUCTION ENTRANCE
SEE DETAIL THIS SHEET
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS
ACTS AS SPILLWAY
DETAIL GRAVEL BAGS
NTS
LEGEND
SAND /GRAVEL BAGS (2 HIGH) 00000000
SILT FENCE X X—
CONSTRUCTION ENTRANCE (500 SF) O
GRAPHIC SCALE 1 " =10'
10 20 3Q I
SILT fi
f f DEAIL�TH S SHEET
SILT FENCE SEE
DETAIL THIS SHEET
NOTE:
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
COARSE
AGGREGATE
FILTER
FABRIC
LL '_'_N
° •e
d °
•
a e °
x-1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A —A
• °° • °e e
a d °
Q ° A4 ° 41 A e ° a
1— ° • e
a
° • • e °
A °
a • •a
4A A
N ° •
° •d • a
19' RADIUS A
MIN. 30'
CONSTRUCTION ENTRANCE
NTS
ORIGINAL
GRADE
WIDTH AS REQUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
AS —BUILT APPROVALS ` "u" "' " " " "" °' " " " " °" °" ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVE SRJ SCE
INT. DATE EROSION CONTROL PLAN FOR:
PLANS PREP RED NDER THE SUPERVISION OF RECOMMENDED APPROVED
PUBLIC WORKS f y MACHADO RESIDENCE DATE: 3-2,C-10 C144AA
STEVEN R. JONES DATE PLANNING JE E WENS CHRIS OP ER L. MAG SKU
1489 SUMMIT AVENUE
REVIEWER R.C.E. NO. 65124
sTEVEN R. NES Y S 8 CARDIFF BY THE SEA, CA
CITY ENGINEER DATE INSPECTOR EXP. 9 -30 -19 DATE DA PLANNING CASE NO: 16 -062 CDP
13insw w ASIA/
DESIL'n PAS N .
bVIUJ G COA/fjt&,e_ 6 A)
-SILT FENCE SEE
DETAIL THIS SHEET
No. 65124
Exp. 09/30/19
U1;YAX'1lId�N'1' DRAWING NO.
13742-G
A.P.N. #260- 081 -52 1 SHEET 3 OF 3