2018-13828 G (Plans) (2)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT
LEAST 4B HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO
WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS
THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR
TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED 'REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION
PROPOSED STREETER RESIDENCE 920 HYMETTUS AVENUE ENCINITAS, CALIFORNIA
PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED MAY 21, 2015, AND UPDATE DATED
MAY 2, 2018, PROJECT# CWE 2150226.01 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 OFFSITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED
CIVIL ENGINEER OR A LICENSED LAND SURVEYOR.
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND
7.30 A.M. NOR ON 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 N10.1382B -G
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR
AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY
THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED
USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON
WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A
DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD WATER AND COMPACT
THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND
EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF
WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER
WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE
THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY S
URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY,
ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND
SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED
OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL
OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO
THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE
IS NOT CLEARLY LABELED TO BE REMOVED IT MUST BE PROTECTED IN PLACE. EVEN IF
APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED
UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
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1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JUSTIN AND KRISTEN KURTZ
AT (800634 - 0(038. 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.
CHANGE NO.I DESCRIPTION
DATE
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE
APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HAROSCAPE 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.
B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
HAVE AN IMPERVIOUS NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE
TRASH ENCLOSURE AREA. TIE 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.
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.
B. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS
BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM 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-1B.
LEUCADIA WASTEWATER DISTRICT NOTES:
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER
OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND
OMISSIONS DICOVERED DURING OR AFTER CONSTRUCTION.
2. ALL DESIGNS MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO LEUCADIA
WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREENTS OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE
REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS, IN THE VENT OF CONFLICT,
THE LWD STANDARDS GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE NETRY REQUIREMENTS SHALL BE
FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES
2 0 ON THE JOBSITE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE
DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY
PROVE DEFECTIVE IN WORKSMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD
WITHOUT EXPENSE WHATSOEVER TO LWD.
6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR
CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO
CONSTRUCTION.
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION
OF THE ACCURACY OF THE LOCATION OR, OR THE EXISTENCE OR NON- EXISTENCE
OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF
THIS PROJECT
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS
APPROVED BY LWD ON PLANS.
11. A 2 -INCH HIGH 'S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR
12. A 10 -GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL BE EXTENDED UP TO A
2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE
PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL
SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND THEREAFTER BE BURIED AT THE POINT OF CONNECTION.
13, ALL LATERALS SHALL BE CONSTRUCTED CLEAR OD DRIVEWAYS
14. ALL SEWERS AND LATERALS SHALL BE IN WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND
TELEVISED AT THE APPLICANT /CONTRACTOR'S EXPENSE PRIOR CONSIDERATION FOR FINAL ACCEPTANCE BY
LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND HAVE FINAL APPROVAL BY THE LWD INSPECTOR
PRIOR TO PAVING
16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED
PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURES WYES. FOR INSTALLING NEW
MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS
MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL
CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LED STANDARD.
17. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8 -INCH DIAMETER CONTRACTOR
SHALL BE CUT IN A NEW WYE PER ABOVE OR MAY USE SUITABLY SIZED ROMAC STYLE "CB" SEWER SADDLE
PER STD. DWG. 5 -32
18, IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL
BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A
DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE
TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO
UNMANNED BYPASS SHALL BE ALLOWED.
19. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC
MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER
REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE
THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING
SHALL BE SLIPPED ALL THE WAY ONTO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL
BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED
BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY
PW PIPE OR EQUAL APPROVED BY LWD DISTRICT ENGINEER.
20. PVC OR VITRIFIED CLAY PIPE (VCR) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP.
FOR CONNECTION OF REPAIR OF PLAIN END VCR TO VCR A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING
OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCR TO PVC, A ROMAC INDUSTRIES, INC. RC 501
REDUCING COUPLING WITH MATCHING INVERTS OR APPROVED EQUAL, SHALL BE USED WITH A
GASKETED RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING TO
BE JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM 536, GRADE 65 -45 -12 AND SHALL BE
PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE.
GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL
NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL.
21. FINAL APPROVAL OF THE PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO
EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE -YEAR TIME LIMIT
IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO
THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRE TO THE
PLANS SHALL BE MADE AT THE DEVELOPER'S EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER
PRIOR TO THE START OF CONSTRUCTION.
22. ALL WORK AND MATERIALS RELATED TO LWD SEWER DESIGN, MATERIALS AND CONSTRUCTION
SHALL CONFORM TO THE LWD SEWER STANDARD SPEC AVAILABLE ON THE LWD WEBSITE AT
HTTP:11 WWW .LWWD.ORG7DEVE1 NDARD -SPECS AND TO THE REQUIREMENTS OF THE
STANDARD SPECTFT ATIONS FOR PUBLIC WORKS CONSTRUCTION (,RE BOOK) AND THE REGIONAL
STANDARD DRAWINGS MOST CURRENT EDITIONS. IN THE VENT OF CONFLICT THE LWD SEWER
23 .CONTRACTOR SHALL CCTV INTERNALLY INSPECT ALL GRAVITY SEWER FACILITIES CROSSED OVER
OR UNDER, BOTH BEFORE AND AFTER NEW IMPROVMENTS ARE CONSTRUCTUED. HIGH QUALITY
DIGITAL CCTV VIDEO SHALL BE PROVIDED TO LWD FOR REVIEW AND RECORD PURPOSES PRIOR TO
COMMENCING NEW WORK AND FOLLOWING COMPLETION OF NEW WORK. THE CCTV DOCUMENTATION
WILL BE SUBMITTED TO THE DISTRICT 15 CALENDAR DAYS PRIOR TO COMMENCEMENT OR WORK
THAT WILL CROSS A GRAVITY SEWER.
24. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE,
TREATMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE,
LWD OR THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS MAINTENANCE,
OR EMERGENY REPAIR AT ANY TIME. THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE
FACILITIES IS MAINTAINED AT ALL TIMES (DURING CONSTRUCTION AND AT THE END OF EACH
CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS
WHILE WORKING AROUND LWD FACILITIES.
25. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURE NECESSARY TO PROTECT LWD
FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY
TIME DAMAGE LWD OR PRIVATE SEWER LATER FACILITIES THE CONTRACTOR SHALL
IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND CONTROL AND SEWAGE SPILL AND
REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF THE LWD ENGINEER AT NO COST TO LWD
INCLUDING INSPECTION AND ANY BYPASSING REQUIRED TO SEWER FACILITY OPERATIONS. DAMAGE
CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD
STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR.
26. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS
CONTAINING ANY SEWAGE SPILLS, RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED
SEWAGE ARISING FROM ANY WORK ADJACENT TO LWD FACILITIES OR ALLOWING A
SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WORK.
CONTTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN UP COSTS AND PENALTIES
ASSESSED TO THE DISTRICT, AS A RESULT OF A SEWAGE SPILL CAUSED BY CONTRACTOR.
27. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION
ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES.
28. CONTRACTORS SHALL NOTIFY LWD WITHIN 48 HOURS PRIOR TO EXCAVATION OF SEWER
UNDERCROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE 'SEWER MAY
BE EXPOSED.
29. COORDINATION, SUBMITTALS, AND NOTIFICATIONS SHALL BE MADE BY TELEPHONE AND
EMAIL TO MR. IAN RIFFEL AT 750- 753 -0155 / IRIFFEL@LWWD.ORG. EMERGENCY CONTACT
CAN BE MADE AFTER HOURS TO LWD AT 760 - 753 -0155.
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 CONTRACTORS 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- LWD - (760)- 753 -0155
B. GAS & ELECTRIC - SDGE - (760)- 438 -6200
C. WATER- SAN DIEGUITO WATER DISTRICT - 1 -BOO- 227 -2600
D. TELEPHONE- SBC BELL - (760)- 489 -3411
E. CABLE TV- COX COMMUNICATIONS - (760) -806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS 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.
8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT LEUCADIA WASTEWATER DISTRII
ENGINEER IN WRITING PRIOR TO CONSTRUCTION. PUBW SEWER SYSTEM APPROVAL
9. CONNECTIONS TO EXISTING SEWER PIPES OR MANHOLES SHALL ONLY BE DONE APP 0 6: LWD DISTRICT ENGINEER
IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE C33692
CONVECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER S. W SON RCE DATE
ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED
BY DISTRICT ENGINEER. DEXTER WILSON ENGINEERING INC 613012018
FIRM DATE
SCALE AS -BUILT APPROVALS
_ DESCRIPTION.' CITY OF ENCINITAS POINT 1024
-- LOCATION.' 134WCCSI HORIZONTAL: N/A
- _ RECORD FROM. ROS 18416
ELEVATION.' 178.54' VERTICAL: N/A
DATUM.' NAVD88
N MICHAEL ARDOLINO DATE
ENGINEER DATE
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
OWNER
JUSTIN & KRISTEN KURTZ
539 HYGEIA AVENUE
ENCINITAS CA 92024
SITE ADDRESS
922 HYMETTUS AVENUE
ENCINITAS, CA 92024
ARM 254 -331 -26
LEGAL DESCRIPTION
ARCEL _20F CITY OF ENCINITAS TPM 12 -021,
IN THE CITY OF ENCINITAS COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, AS SHOWN ON
PARCEL MAP NO. 21056 FILED JUNE 27, 2013
AS INSTRUMENT N0. 2013- 0404781. OFFICIAL
RECORDS OF SAN DIEGO COUNTY.
OWNER'S 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 MAKER CONNECTED DIRECTLY OR
INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS
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- PROPERN --OR PUBLIC EASEMENTS.
SIGNATURE \ , DATE.' G-27-T...
I CURTZ _ - I
SIGNATURE.' DATE.'
SOILS ENGINEERS CERTIFICATE
I DAN ADLER A REGISTERED CIVIL ENGINEER IN THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE
WAS MADE BY ME OR UNDER MY DIRECTION ON MAY 21, 2015 AND FOR AN UPDATE ON
may 2, 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 THL52PROJECTfilE BEEN INCORPORATED IN THE GRADING PLANS AND
SPECIFICATIONS. /f
4TrNFlP `j Uq q ' ,/&
RCE NO.: 36037
EXP. DATE' 6 -30 -18
JOB Al CWE 2150228.01
CHRISTIAN WHEELER ENGINEERING
3980 HOME AVENUE
SAN DIEGO, CA 92105
(619)550 -1700
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 ENGINEERS TRADE OR
PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE
EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY
PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC
ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF
IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY
OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERRORS OR OMISSIONS OF THE ENGINEER AND
HIS /HER AGENTS 0 FjNPLOYEES ACS WITHIN ThE COURSE AND SCOPE OF SUCH AGENCY AND
EMPLOYMENT AND RAPISING OUT OF-THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE.' f � DATE S18,16
BRIAN MICHAEL ARDOLINO
PASCO LARET SUITER & ASSOCIATES
535 N. HIGHWAY 101
SOLANA BEACH, CA 92075 Q,aFESSjO
(858)259 -8212 p Q �NAE[ N4(
RCE EXPIRES: 12 -31 -19
EARTHWORK DATA
MAXIMUM VERTICAL DEPTH OF CUT = 2' \
MAXIMUM VERTICAL DEPTH OF FILL
CUT = 60 C.Y. FILL = 270 C.V.
IMPORT = 210 C.Y.
REMEDIAL = 110 C.Y.
(2.5' REMOVAL AND RECOMPACTION UNDER AND 5' OUTSIDE OF BUILDING AREAS)
DISTURBED AREA= 15,069 SF
VICINITY MAP J
NOT TO SCALE
G
LEGM
PROPERTY LINE
NEIGHBORING PROPERTY LINE
PROPOSED CONTOURS c5�5
EXISTING CONTOURS -
EXISTING EASEMENT
EXISTING EDGE OF PAVEMENT
CENTERLINE
DRAINAGE DIRECTION
PROPOSED FLOWLINE
PROPOSED BUILDING
PVC PIPE (SIZE PER PLAN) _ _ _ _ _ _ _ _ _
RETAINING WALL PER PLAN -
PCC HANDSCAPE c
BMP BIORETENTION AREA
TOP OF WALL
TW
BOTTOM OF WALL
BW
ASPHALTIC CONCRETE SURFACE
AC
TOP OF ASPHALT BERM
TB
TOP OF CURB
TC
FLOWLINE
FL
GROUND ELEVATION
G
SEWER MANHOLE
SMH
WATER VALVE
WV
FIRE HYDRANT
PH
POWER POLE
PP
LIGHT POLE
LP
FINISHED GRADE
FG
FINISHED SURFACE
FS
s °� Y IMPERVIOUS AREA
No. 7165 1 o m IMPERVIOUS AREA PRIOR TO CONSTRUCTION.' 1,564 SF
Exp. 12/31/19 IMPERVIOUS AREA AFTER CONSTRUCTION' 7263 SF
INCREASE IN IMPERVIOUS AREA: 5,699 SF
/TWT% tiQ IMPERVIOUS AREA REPLACED: 0 SF
PRIVATE PUMP STATION DESIGN RMU REMFNTS
IT IS REQUIRED BY LWD THAT THE PUMP STATION SHALL:
1. COMPLY WITH CALIFORNIA PLUMBING CODE CHAPTER 7 SECTION 710.0
2. HAVE DUAL PUMPS
3. HAVE A HIGH -LEVEL ALARM
4. HAVE A PUMP - FAILURE ALARM
5. HAVE A SYSTEM WHEREBY THE ABOVE ALARMS ARE NOTICEABLE FROM THE
RESIDENCE (AUDIO, VISUAL, SERVICE, ETC.)
IT IS RECOMMENDED BY LWD THAT THE PUMP STATION HAS.
1. A CHOPPER OR GRINDER PUMP
2. A SERVICE CONTRACT
3. AN ALARM SERVICE CONTACT RESPONSE
NOTE: IF PRIVATE PUMP STATION DOES NOT CYCLE SEVERAL TIMES PER DAY, ODORS MAY
OCCUR AT DISCHARGE POINTS. THIS IS COMMON WHEN RETURNING FROM VACATION.
1XA ' LR _ 1* q ' _ 4 60
r
v /1-7 , '' �3-IF
SIGN %1' It
DATE SIGN l DATE SIGN DATE
PLANS PREPARED UNDER S
6 �_ aj
BRIAN MICHAEL ARDOLINO
DATE.'
R.C.E. NO.: 71651
EXP.: 12 -31 -19
ENGINEERING DIVISION APPROVALS
RECOMMENDED: S APPROVED: �/�
JESS OW NS H S HE AGD(OCU "
DATE R//0 /1 g .19-//-20/9
DATE
PASCO LARET SINTER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North ]Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 1 fa 858.259.4812 1 plsaengineering.cont
BMP PROJECT STATUS I
DATE g S�6N 0
-E
DATE
922 HYMETTUS AVENUE 13828 -G
JUSTIN & KRISTEN KURTZ
APN: 254- 331 -26
PLANNING CASE NO: 17 -284 CDP SHEET 1 OF 3
PLSA 1934 -03
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1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE RESPONSIBILITY OF THE OWNERS. \
THIS WILL INCLUDE ANY POST - CONSTRUCTION BAP AS WELL AS ANY CONSTRUCTION BMP FOUL 2" IRON PIPE & DISK n \ \ \� 20,
THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR FOR A SPECIFIED PERIOD OF STAMPED RCE 27399" PER MAP PL
TIME AFTER THE COMPLETION OF ALL CONSTRUCTION OPERATIONS. 10682 TO BE PROTECTED IN- PLACE. A A� A V A� �\ *9.67' 9'
2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL MEASLNES SUCH \ \ TW 135.3 \ TM 139.3 \ , EX. 314718" IRON PIPE
ZETA IND WALL
\ (TW 142.6) & CAP MARKED 'PLS 8548"
AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS, DIRECTING WAS WATER INTO \ (BW 133.8) \ \* (BW 138.4) PER D C-1 FG 139.6 TO BE PROTECTED IN PLACE. DJSTALL CITY APPROVED
N7b 5754E l .10' \. BW 139.7 EXISTING WOOD PERVIOUS W/ 318" VOID BY EXISTING AC PAVEMENT
LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR STORM DRAIN MINIMIZING - r -� - 0900 AGNIABRIC OR CITY
THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE POTENTIAL V }� - F TO REMAIN I DRIVEWAY FOR APN 254- 331 -25
TO CONTRIBUTE POLLUTANTS INTO STORM WATER AND SPILL CLEAN UP TECHNIQUES. TW (132.3) I l \' p�9 \ � 13 \ 1 FL 138.9 �'� IV
APPROVED EtAJ
V ' \ FL 136.5 138 3y FL 111.15 EXISTING GRALE ,
3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK- PILED, \ EXISTIND 6" DIA 132 VARIES
THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE W ORDER TO WEEP HOLE IN < ,ti \ 135.7 \ \ 42 -- - - 7 I 1Vl 1-.1 11 El REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH AND SUSPEND THE EXISTING PET. ( "' "k ; 4 I FG 136.7 f VOID FILLER
MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES, WHEN WALL �1 \ COMBINED FENCE &WALL NOT 70 1/8" TO 3/8" (NO.
THE STOCKPILES WILL REMAIN IN PLACE FOR THE COURSE OF MORE THAN 1 DAY, THEN 1 TW (132.3)1 ! ,' - - EXCEED 6' UNLESS BOTH WALL & AGGREGATE IN VOIDS E" X
THE STOCKPILE WILL BE ADEQUATELY COVERED SIOYi THAT PRECIPITATION WILL NOT BE y - \ 0 FG 139,9 ) FENCE ARE OFFSET 1' HORIZONTALLY.
CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. } `. \ f�6 DEEPENED F��ppTWOS I SEE ENCINITAS PLANNING. 6FLUSH CURB _
\ u PER ARCHIT'5CT __ '
\ TW !35 5 iS \ 139.5) I PER PLAN Lliq 0 ( OOR3E 4" THICK OF
4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE ` I r} / 1 FL 1392 12" CONCRETE SWALE TO
WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF THE SOIL IS - -- -------- I BW 132.0 \ jj __ I CAPTLNE OFFSITE RHhV -ON 3 fi I �. '57) CF ED FDpC
SUFFICIENTLY SATURATED. _ A \ BYd 1 i i � � 1CONVEYS DOWN TO '. BEDDING COARSE 1 MIN �" 3/4"
SOIL SLBGRALE \-
p , i )
TG 135.4 i f BIORETENTION BASIN 2" THICK OF 1/8" TO CRUSHED RAC - REFER TO
5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND MAINTAINED TO ( 111 (' �' it 1E�,133.4 ` }` FF 138 67 / I 10, VIA CATCH BASIN AND 318" (ID. 8) AGGREGATE MANNlFACTI ER S SPECS.
ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR MALFUNCTIONING SPRINKLER I 'fit \ " jj i 1 PVC DRAINAGE PIPES) FOR THICKNESS FOR
HEADS WILL BE REPLACED AS NEEDED, AND IN THE EVENT THAT ANY IRRIGATION PIPING \ i RETAINING WALL TG 136.0 PAD 138.00 1 S TO 142.08 FIRE APPARATUS (H-20)
DEVELOPS CRACKS LEAKS OR BREAKS REPAIRS WILL BE ARRANGED FOR AND THE \ i All PER SDRSO C-3 r 0 \ (Q \ FL 141.02 LOADING - IF APPLICABLE
iRIGATION SYSTEM WILL EITHER BE SHAJT -DOWN ENTIRELY OR THE PROBLEM AREA WILL FG 139.9V (TW 142.2) i
BE ISOLATED AND TAKEN OFFLINE, IF POSSIBLE UNTIL THE PROBLEM IS CORRECTED. , , FG 136.0 (FS 13B.5j,,
TG 195.4 (FS j405I ; 12" CONCRETE SECTION A A: PAVER DETAIL.
TG
4 I �: �� BW 139.8 135.8 DRAINAGE SWALE
6. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL ROOF DRAINS f x t ' ii ¢1J i " ; . € ( FG !41.84 NOT TO SCALE
SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND I1� I u -_ = IE 134_8 13 1" I IE 140.82
'± -° 6 Nag' ` , PROPOSED RETAINING WALL 1,
DISCHARGE ONTO THE STREET AND/OR INTO THE Pt�.iC STORM DRAIN SYSTEM. GRASS AND a I ,� € 2% I r € � j , � � RETAINING WALL
LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE - - -- I DOME
z I REST I \ PER SDRSD C -3
u [ I PER SDRSD C -3
MODIFIED WITHOUT A PERMIT FROM THE CITY. I TG d35. ( ;
CONCRETE 1% 4
7. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT (1 I ' _ -___ ___ ' € ' ' II 91 I ' I ; ? i i i +I FF 140.07 \
LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILIXE TO DO SO �° FG 136.0 PAD 140:0 FL 139.7
WILL RESIN IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES, IT IS \� ! I ( i �;; -------- € 3 I ,1€ TO 14
THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY 140.5j 14U
LINE IS. ( I b ; ,8 FG 140.0 1 0
\ CRIVEWAY I
Pqv
7�
�F € 25 25'
TG 140.22 I
B. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. l'`a
\ I IE 139.19
i"` a ' ' { ' N,FS 140.35 (TW 14J,6) � 3' 4' 6' 12' 10t 15't
9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. \ (13).6) TG 135.4 TO 135.8 ri I '; , ' Ln ! FS% 1 .5 �a3 BW 1'J0 ' SECTION B B: CONCRETE SWALE DETAIL
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINTMUMI OF 5 FEET AT 2 PERCENT \ »+ z C WALL a + 1%
}� IE 133.4 IE 133.6 h
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. \ \ \\ P ___ __- -_ `I ` 'i TG 140 NOT TO SCALE
\ 11 } t - FS y4 .41 2% MIN VARIES VARIES
10. EROSION CONTOL MEASURES (E.G. BONED FIBER MATRIX, VEGETATIVE COVER; JUTE ADWALL T6 13b.$ \! � ` IE 139
MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE -, \ €€ • �. TG 140.0 v DE 1 ii _1 T =i
EXIBTDVG 3 W I IE 133.7 ai ; u u DLJG. ~-
F 131.6 lAlC T
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING FIBER MOLLS GRAVEL BAGS) MUST BE INM<IL TRATION TFtECH G 0 € 1 IE 139.0 n n MAINTAIN DEEPENED F007IN(i rr
IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP I I j I ❑ n TO ALLOW FOR PVC EXISTING WOOD HEADER mo. -
T0 BE REND AHD ii IE OUT 30.7 TW 135.5 135.9 +:I c STOAMWATER DRAINS 2 EXISTING
MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT i € g n I EXISTING 4' WIDE EXISTING
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OA STUCCO ` \ ° M 1 ,0 BW1I 133.5 h DEEPENED FOOTINGS \ii �� I I � •, COMPACTED DG PATH PARKWAY
WASHOUT AREAS COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLACEMENT OF IE X31=1 PER ARCHITECT Ii l AC PAVEMENT
_ __ __ _ ___ ____ E u, p (6" MIN THICKNESS)
PORTABLE TOILETS OVER A PERVIOUS St�ACE.) I 4 l 3: i� � €i 1 k + SECTION
11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS II ,ll \ i TG 13 . \ TG 1 TAY 135.9
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF ROOF EXISTING WEEP HOLES AN� : \ ` `•, ii IE 1 .77 I 8 BW 133B i 39 GARAGE a TYPICAL SECTION: HYMETTUS AVE.
SURFACE DRAWLS ?0 \'€ u h TO 140.0 a NOT TO SCALE
DRAIN DRIVEWAY, AND STREET. BMP MEAStkES SHALL BE IDENTIFIED ON THE SITE PLAN. 1 R 13 .5 FF 138.33 ii
INSPECTED CLEANED AND !� G �+ CLEAN OUT CAN AND LID
MOST COMMON MEASURES ARE DESIGNATED TURF AREAS WHICH RECEIVE ROOF DRAINS AND FEPdIRED AS NECESARY F \1 i� FG 133 5 U G •0 IE �•8 i TG 140.18 ii z TO 1 ' PER LWD 5 -25 (FOR
RUNOFF FROM IMPERVIOUS AREAS. TUB AND LANDS!'APWJ AREAS THAT ARE DESIGNED FOR (YAICAL) 4" OLIO PVC y ; y✓ T�7 ; 37.0 � u FL 1 .77 PL
BMPS SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS PROHIBITING ii @ TYP. TG' 135.8 i \ IE x39_13 n FUTURE REFERENCE)
u \ 1D 1395 - ____ -- _ ;w - INS L 18X18" CATCH BASIN
MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A CITY PERMIT. TMI 1SZZ s _ _ ___ ____ y= = =_ -_.
n IE',1338= tSR001C&k €#T)-=
(TW 131.$) ❑ TG 1.91 12% 4 a ; 1 FG 138.0 TW 1410 9 IE IN 140.75 '
' ACCESSORY' UN/T �a GFF 1p8.17 i
ROOF MAIN NOTE FOR STORM .WATER POLLUTION CONTROL PURP(15ES ALL RUNOFF FROM p _ (BW 1?�.67) IF. OUT 138.75 ':
ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION �O�JF CJJ25E OF IsLo K- ,. €'' \ n IF 91 /` n - EXISTING 4" PVC
AND DISCHARGE ONTO THE STREET AND /0R INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS 2ND FF 14,$17 ii TG 136.1 � 1�• � ( � 0 1 I LATERAL
�i:5 B k61�r5'f3 m 1ST FF 13 .17 BN ,137 59 _+ a 1_; - CONCRETE
AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE INSTALL 6" `L 1 ' _ -_- -_ =1 �- - �+ -vr ENCASEMENT I
MODIFIED WITHOUT A PERMIT FROM THE CITY. U \ a" PAD 133. 0 - - -- - -f s _ EXISTING LWD 8"
PCC CURB a -- - - --
- -s -- - PVC PVC SEWER
TC 132.4 i T 135.0 TD 39.51 -- - -- �j -- - + FS 14026
GRADING NOTE., ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE FS 131.9 G 134.0 L q" , ' _ TG 139.6 v i t: CAP MAR3CED PLS 8548" PRIVATE FORCE MAIN
APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED I \ ti i FG 1 .0 1 , TO PROTECTED FN- PLACE•
!0% ID Pvc, TYP! ! 135.91 PUMP O
AS A RESULT ON ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD EX. WALL I '•,, \ n PUMP I °k r - �' 1 1 o _ IE -439.6 INSTALL .1�"
INSPECTOR. A WRITTEN LETTER OF PERMISSSIDN FROM THE ADJACENT PROPRTY OWNER REMAlTd \ IE 13!.05 FG 5 RLYi �. v M 5" I \ STATION
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ` u \l ti ✓1 v i ,l V MiIM. + o ' - TG $47.9,
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY - '
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WOW TO 1�� - v- 'w � - 2" PVC TYP.
CASING
- s:. END SEAL
1W 1'SL•Z / - - yFS 133 5 l u / (AER GEOIECH W € 'r . i { (REFER TO PUMP
I, r STATION DESIGN) SADDLE
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. I INST 8" o I > -,.- - CONCRETE
(TW 131.6) y N .. w _ _n` ten' �1 ( 5 '
MATCH EX. WALL Tc 318 (JRAFV m s , a l n 15% v '1NSTALL'6" { ' 7.ar a I 7 3% V 7 �" 2" PVC TYP. l
"f (REFER TO PUMP
FIFE DEPT. NOTES l Hof j�jNG WALL 1 -- 0 .. U� STATION DESIGN)
�° FXISTING I PER SIRSD C- 5.5% _yl T r �,_ PS PS ` PS p _.
1. ALL FIRE APPARATUS ACCESS SHALL HAVE AN UNOBSTRUCTED VERTICAL - VOID FILLER -
CIRAIN IIVL�.�i ' - �,
CLEAREMDE OF NOT LESS THAN 13 FEET 6 INCHES. CRC 503.2.1 A m 1/8" TO 318" (ND. 8)
EX. 2''X24" IRON PIPE & Ito 1 N74 57'03'E 300.80' FL 140.06 AGGREGATE IN VOIDS PRIVATE PS FORCE MAIN DETAIL
2. FIRE ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT DISK MARKED 'PLS 8548 fl� °•� 1 °J� R i?rm 2" PVC` SCH 80 TYP. ° \ (iOl(EA COARSE - 4" THICK PER PARCEL MAP 21056 Td 0i `" m nm "" a EX. RETAINING WALL NOT TO SCALE
THE IMPOSED LOADS OF NOT LESS THAN 75000 POUNDS AND SHALL BE BE PROTECTED IN -PLACE. "\ " `" N2 1 `�'" 1 `' i m m•• (TO BE' SIZED VIA BLDG PLANS) ti 3/8" TO !/2" (N0. 57) CRUSHED ROpI � TYPE C -3
PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL- WEATHER a , co .; 12 DEEP FILE (TW VARIES 131.6 - 132.3) DEEP - ROOTED DROUGHT
DRIVING CAPABILITIES. AMENDMENT 503.2.3 ��' ��' TG CHANEL DRAIN TOLERANT PLANTS FOR
WELL - DRAINED SOILS OR
3. THE GRADIENT FIRT A FIRE APPRATUS ROADWAY THIS GRADE SHALL NOT - EXZSFINq 10.5" IN DEPTH CITY APPROVED EQUIV.
EXCEED 20 %. GRADES EXCEEDING 15% (INCLINE OR DECLINE) ON FIRE WOOD FEf(yyCEI 1% TR
APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. ( TO REMAIN BEDDING COARSE
t i
MINIMAL MITIGATION SHALL BE A SURFACE OF PORTLAND CEMENT CONCRETE, i 1 ', �, I ±, ;
(PCC), WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION i 2" THICK OF 1 /B" TO + FG 131.6
I AON 1 1 3/8" (N0. 8) AGGREGATE
OF TRAVEL, OR EQUIVALENT, TO ENCHANCE TRACTION THE ENTIRE LENGTH ki
OF THE GRADE. �f
r 6" X 16" PCC '` � T (� MIN, '! ,, i,', ', �
GRADING PLAN FLHH U MIN 6" THICK O 3/4" I, ;
TRENCH DRAIN/PA VER DETAIL PER PLAN 0WH O ROCK REFER ro 1�
1 "=10' SCALE
!" {VEEP HOLES MANRFACTiREFl5 SPECS. a'
NOT TO SCALE I �,
HaVOENT NOTE 24" 0/C WITH FOR THICKNESS FOR
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONIUMENTATION AND OR
MESH COVERED FIRE APPARATUS (H-20) I " M L �€ tr t8' d7INEERED SOIL
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. OPENINGS LOADING - IF APPLICABLE ��i1 �i j w� y �' '� (� �" d�, NO.IE BELOW
SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE
MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL
ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD j 111 \ :,i „ -- "'3/4" GRAVEL
f / ' I� I 25' 6 M °' -JRj SEE NOTE BELOW
OE SHALL BE FILED BY THE
LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS RECORD OF SURVEY, AS APPROPRIATE, EX 1 146`45
A IERf
REQUIRED BY THE LAND SURVEYORS ACT -
I EX TFLH'REG -
N74-057 103E 173.7T EK 4" SEWER LITERAL: EXTEND 1" BEYON[N'
r
NOTE TO CONTRACTOR TO AEMA EX. Afl 1 ' ' �(#Thl s LAYER
UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON l , t SE7;3 /4" X IB' DTONPIPE $' 101 BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINI" 18" DEEP
IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND . TING " 1O6 ACCESS EASEMENT y � � & CAP MARX 18"PIR 8548" � � PER IOWG. 989-1 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX
VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO 1 1 qC l7FIIWAY � PM 21056 MATCH EXISTING RIM ,!51.57 SHALL CONTAIN 50-60% SAID, 20-30% COMPOST OR H6ARDWOORD MARCH, AND
MACH EXISTING.: IE IN 138.23 20 -30% TOPSOIL FREE OF STONES STUMPS, ROOTS, OR SIMILAR OBJECTS
FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING t f � EX. PAVING A 1056 OF PAVEFENNT - c� IE gNIT 138.13
MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF EX 45 ..36 ✓ -` AND ALSO FREE OF NOXIOUS WEEDS.
WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN r.
f N c 22'WI EXISTING E ** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 6" BUT MAY BE
LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. 1 j ?nU 2" _� T A DRIVEWAY
TO IM DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE
DETAIL
"- I i "T`° I ',., ?"h £ � TyIr r `�- i �, t' .14. r�.� �c..r., --_� ,q•�� °_. ! �?"�,, I� FI�.7.E1��� - - --i ... - --
.'°. �'^..„;y ` _.. t ...,.- .,4... - ,."P" -*x Y " '_L,,.,., 1'."„ ....� ...,+t.«... "`^•_...d / ;"'
f q SEWER THE EFFECTIVE AREA OF THE BASIN SHALL LEVEL AND SHALL BE SIZED
f ? t I AIM BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE
P . _ PS r ...,, , pS _ -..S , �, , � � ";' �S, RR ° �" `` RS �� _ �_� ��� BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. 11
am- taimWomw 4w - - - - - - - - Ex TO EX 151.50 BIORETENTION DETAIL
PER LWD PRIVATE PLS STATION A &REEh�NT X1036 PAVER SUDGRADE To BE EX. 2'7(24" IRON PIPE & IN N
BENCHED PER GEOTECH -- DISK MARKED 'PLS 8548" l GRAPHIC SCALE 1 " =10 ' m
PRIVATE PUMP STATION DESIGN M S FECOMiMENDATIONS EX FENCE EXZST114G PER PARCEL MAP 21056 TO MgT(1Y1EX IL a
IT IS REQUIRED BY LWD THAT THE PUMP STATION SHALL: TO `REMAIN BE PROTECIID IN- PLACE.
Q EX DRAIN INLET DRAIN T LF_T PIDTE NEDToi.8EP,A EX. L 8" PVC SEWER
1. COMPLY WITH CALIFORNIA PLUMBING CODE CHAPTER 7 SECTION 710.0 h u TO BE REMOVED PROPOSED LOCATION ON PER 989-1 0 10 20 30 v
2. HAVE DUAL PUMPS NEW WATER METER BOX : }
QPOFESSI04,
3. HAVE A HIGH -LEVEL ALARM un N 1- I W /V �O �r AEL 4 4!
4. HAVE A PUMP- FAILURE ALARM \ j TRENCH RESURFACING PER CITY OF �� 9�otcc
5. HAVE A SYSTEM WHEREBY THE ABOVE ALARMS ARE NOTICEABLE FROM THE I ENCINITAS STANDARDS (TYP.) ( Ij tiQ G z
RESIDENCE (AUDIO, VISUAL, SERVICE, ETC.) w m No. 71651 o m
IT IS RECOMMENDED BY LWD THAT THE PUMP STATION HAS GRADING PLAN LWD SEWER LATERALS DATA TABLE Exp. 12/31/19
1. A CHOPPER OR GRINDER PUMP
2. A SERVICE CONTRACT 1`_10' SCALE °Sl CI IL �P
3. AN ALARM SERVICE CONTACT RESPONSE
NOTE: IF PRIVATE PUMP STATION DOES NOT CYCLE SEVERAL TIMES PER DAY, ODORS MAY
OCCUR AT DISCHARGE POINTS. THIS IS COMMON WHEN RETURNING FROM VACATION.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT APPROVALS
POOL ADDITIVAI L I 1 R'1 DESCRIPTION.' CITY OF ENCINITAS POINT 1024 _ INT. DA
LOCATION: 134WCCS1 HORIZONTAL: 1" = 10 PUBLIC WORKS
RECORD FROM ROS 18416 BRIAN MICHAEL ARDOLINO DATE ---
ELEVATION: 178.54' VERTICAL: _ N/A PLANNING
DATUM.' NAVD88 REVIEWER
CITY ENGINEER DATE INSPECTOR
q� V FOQ`
w
71
z
cn a
wo
~
H cn
Oa
mw
En F-
APN IE @MAIN LENGTH DROP TO MAIN IE @ PL SLOPE FG @ PL DEPTH @ PL BACKFLOW LEO. OF Cp�Z �n
254 - 331 -26 138.10 25' 1.20 FT 139.8 2.0% 1 151.60 1 11.8 FT YES w
ENGIrMMING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORM DEPARTMENT DRAWING NO. N
PLANS PREPARED UNDER SUPERVISION OF RECDMM DED: APPROVED: GRADING PLAN FOR =01
DATE: $ ZH' I $ _ _ / 922 ;��METT�TS AVENUE 13828 -G `~ N Lo
JESSE OWENS C I TOPH L. • MAGDO JUSTIN 8T, KRISTEN KURTZ z = m
zfi
R.C.E. NO.: 71651 Q� APN: 254- 331 -26 ° Z
BRIA HA AR INO /1 �- I PLANNING CASE N0: 17 -284 CDP SHEET 2 OF 3 a�a
EXP.: 12 -31 -19 DATE DATE a m =
PLSA 1934 -03
NOTE&
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY.
PATH OF TRAVEL FOR NEIGHBORS USING
HYMETTUS TO REMAIN OPEN AT ALL TIMES.
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
,
4.
n._
I�
°d °
T-1.1
314" MIN COARSE
AGGREGATE
FILTER
FABRIC
:N., UNLESS OTHERWISE
IED BY A SOILS ENGINEER
SECTION A -A
GRAVEL BAGS OVERLAP
A11TA Al loll
DESILTDl6 BASIN NOTE
BIORETENTION BASINS SHALL BE EXCAVATED AND USED
AS DESILTING BASINS DURING CONSTRUCTION. THE SILT
SHALL BE COMPLETELY REMOVED AND THE BIORETENTION
BAINS COMPLETED ONCE FINAL SITE STABILIZATION IS
ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL.
LEGEND
HATCHED AREA REPRESENTS
CONSTRUCTION ENTRANCE
PER DETAIL A
GRAVEL BAGS PER DETAIL B ooa00000000
SILT FENCE PER DETAIL C
GRAVEL BAG INLET PROTECTION PER DETAIL D 00
GRAVEL BAG CHEVRONS PER DETAIL E 0000000000
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
f THE STORNWATER 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 ANDIOR
CORRUGATED STEEL PANELS/PLATES.
CONSTRUCTION VEHICLES
GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
�e. _ A SPECIFIC AREA AWAY FROM GUT GNA
SILTDFENCE {
PER p�qn i PARKING, VEHICLE REFUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
v
ii _
T
i• .," # OFF SITE.
a . ... EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
,,
PROTECTED AGA1AST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
GRAVEL G INLET PROTECTION GROUND COVER VE ETATION, AND BODED FIBER MATRIX.
PER DETAIL THIS SHEET
X '> j: NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING NET WEATHER.
Y. I'
; DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
r' ` ii' SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
�j B INLET PROTECT
THIS SLEET 9' G
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
5 r rE
LN ECESSARILY, 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
• I ,� ' SHIELD Affil BIND 77-E SOIL.
Nit
r
t PERENNIAL GRASSES TO
r�PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE,
WAT ER US AG E 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
.. ,•y" "+. Yom.•: 9. r .. {. —
- ,- ;:.-- --n,�_ ..nw ,r .. �F�BEi',4 .. „.,• _.,:: 'r • __ :.,; ,,- I GA!+S.1RL+ICTTON`EN'1RAhL"�E � ;;;: ,�•a�: ..:: ...: =,; � '� STORMWATER FROM STOCKPILES KEPT ON SITE. STOCKPILES MAY INCLUDE SOIL. PARING MATERIALS ASPHALT
::. _ a CONCRETE AGGREGATE BA ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
,...1 i,. E .,.. :.. : _. .. e_..., x,4 'N tom' }rz 'GYnt' •'
r((g V _ ,r .,:a2... .STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
.. l °. I�lai.. .: I2 ✓i' '., w. .. .... Ydd .:. .. . ..n.. ,.. i 0 -.._ ... t:1., .1 Y... .,, �.d.: 15 t1'. ;
:. ,.. ., :.. :. •.' :.'!. � � ,....7.
. ..' ,.. • . , . • I - _ ...'+ � ,•,. , .. , .. � . -. . ' ..< __. _ < < ..:. , . d � ..o t .,, , T'�fPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
MEASURES AND PROVIDED WITH A
_ _ _ � ' r •rT..l�k. =,,. �r»a: . � ,.,%rvie y� �..,,, _ h yy ' . i��,' �"�,f , � r•�,Yf'� i' P
FLOWS AND STORM DRAIN INLETS
GRAVEL BAG CHEVRONS
TRAINING
PER DETAIL THIS SHEET 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
r;cs a r e`c r r SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER (S) AND THE PRFE CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPQNSIBr ITIES.
WASTE MANAGEMENT
NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
\� A
ORIGINAL Z ° a °
GRADE � ° ° a
° °A ° °a ° WIDTH AS REQUIRED
N ° ° TO ACCOMODATE
°
ANTICIPATED TRAFFIC
A VA
e
lV ° a
O °
Z e °d ° 4 °
JA
19' RADIUS
MIN. 50' MIN
THREE LAYERS OF GRAVEL BAGS
RUNOFF WITH ENDS OVERLAPPED
GRAVEL
FILLED
BAGS
4. 3
H�
FLOW
DIRECTION
(TYP)
GRAVEL BAG ROW SPACING TABLE
GRADE
INTERVAL
LESS THAN 2%
I
I
2% TO 4%
50'
4% TO 6%
j
6% TO 8%
25`
'
n�
r
f_
,
,
4.
n._
I�
°d °
T-1.1
314" MIN COARSE
AGGREGATE
FILTER
FABRIC
:N., UNLESS OTHERWISE
IED BY A SOILS ENGINEER
SECTION A -A
GRAVEL BAGS OVERLAP
A11TA Al loll
DESILTDl6 BASIN NOTE
BIORETENTION BASINS SHALL BE EXCAVATED AND USED
AS DESILTING BASINS DURING CONSTRUCTION. THE SILT
SHALL BE COMPLETELY REMOVED AND THE BIORETENTION
BAINS COMPLETED ONCE FINAL SITE STABILIZATION IS
ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL.
LEGEND
HATCHED AREA REPRESENTS
CONSTRUCTION ENTRANCE
PER DETAIL A
GRAVEL BAGS PER DETAIL B ooa00000000
SILT FENCE PER DETAIL C
GRAVEL BAG INLET PROTECTION PER DETAIL D 00
GRAVEL BAG CHEVRONS PER DETAIL E 0000000000
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
f THE STORNWATER 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 ANDIOR
CORRUGATED STEEL PANELS/PLATES.
CONSTRUCTION VEHICLES
GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
�e. _ A SPECIFIC AREA AWAY FROM GUT GNA
SILTDFENCE {
PER p�qn i PARKING, VEHICLE REFUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
v
ii _
T
i• .," # OFF SITE.
a . ... EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
,,
PROTECTED AGA1AST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
GRAVEL G INLET PROTECTION GROUND COVER VE ETATION, AND BODED FIBER MATRIX.
PER DETAIL THIS SHEET
X '> j: NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING NET WEATHER.
Y. I'
; DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
r' ` ii' SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
�j B INLET PROTECT
THIS SLEET 9' G
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
5 r rE
LN ECESSARILY, 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
• I ,� ' SHIELD Affil BIND 77-E SOIL.
Nit
r
t PERENNIAL GRASSES TO
r�PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE,
WAT ER US AG E 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
.. ,•y" "+. Yom.•: 9. r .. {. —
- ,- ;:.-- --n,�_ ..nw ,r .. �F�BEi',4 .. „.,• _.,:: 'r • __ :.,; ,,- I GA!+S.1RL+ICTTON`EN'1RAhL"�E � ;;;: ,�•a�: ..:: ...: =,; � '� STORMWATER FROM STOCKPILES KEPT ON SITE. STOCKPILES MAY INCLUDE SOIL. PARING MATERIALS ASPHALT
::. _ a CONCRETE AGGREGATE BA ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER
,...1 i,. E .,.. :.. : _. .. e_..., x,4 'N tom' }rz 'GYnt' •'
r((g V _ ,r .,:a2... .STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
.. l °. I�lai.. .: I2 ✓i' '., w. .. .... Ydd .:. .. . ..n.. ,.. i 0 -.._ ... t:1., .1 Y... .,, �.d.: 15 t1'. ;
:. ,.. ., :.. :. •.' :.'!. � � ,....7.
. ..' ,.. • . , . • I - _ ...'+ � ,•,. , .. , .. � . -. . ' ..< __. _ < < ..:. , . d � ..o t .,, , T'�fPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
MEASURES AND PROVIDED WITH A
_ _ _ � ' r •rT..l�k. =,,. �r»a: . � ,.,%rvie y� �..,,, _ h yy ' . i��,' �"�,f , � r•�,Yf'� i' P
FLOWS AND STORM DRAIN INLETS
GRAVEL BAG CHEVRONS
TRAINING
PER DETAIL THIS SHEET 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
r;cs a r e`c r r SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER (S) AND THE PRFE CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPQNSIBr ITIES.
WASTE MANAGEMENT
NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
\� A
ORIGINAL Z ° a °
GRADE � ° ° a
° °A ° °a ° WIDTH AS REQUIRED
N ° ° TO ACCOMODATE
°
ANTICIPATED TRAFFIC
A VA
e
lV ° a
O °
Z e °d ° 4 °
JA
19' RADIUS
MIN. 50' MIN
THREE LAYERS OF GRAVEL BAGS
RUNOFF WITH ENDS OVERLAPPED
GRAVEL
FILLED
BAGS
4. 3
H�
FLOW
DIRECTION
(TYP)
GRAVEL BAG ROW SPACING TABLE
GRADE
INTERVAL
LESS THAN 2%
100'
2% TO 4%
50'
4% TO 6%
40'
6% TO 8%
25`
EROSION CONTROL PLAN
SCALE.' 1 " =20'
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
DETALL B: GRAVEL BAGS
NOT TO SCALE
1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE.
SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE
IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP
MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT
MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR
STUCCO WASHOUT AREAS COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT
OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. OCIA
MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE, ENCINITAS CA 92024) AND ARE APPROVED AS PER PC RES.
2006 -27.
ADJACENT PROPERTY DISILffIANC:E NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
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. OUMPSTERS 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-IECYCLABLE 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. FOP INFORMATION
ON LANDFILLS AND TO ORDER DUWSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND
THE SITE.
2. STAPLE WIRE FENCING TO PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR
THE POSTS. SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORUORAIN INLETS ON
PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND STORME)RAIN. CONTRACTOR
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FFOM CONSTRUCTION SI1t
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT
THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
NOTIFICATIONS
7- 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 KNOWLE(IGE THERE ARE NO
4 IN (10 CM) 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 CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR
3. ATTACH THE FILTER FABRIC TO 4. BACKFI! L AND COMPACT THE STRUCTURES PRIOR TO ANY EXCAVATION FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. COMMENCEMENT OF WORK
INTO THE TRENCH. A. SEWERS - END - (760)-753 -01550
B. GAS 6 ELECTRIC SOGE - (760 )-438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT - 1-800- 227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
I E. CABLE TV - COX COMMWCAT1ON5'- (760) -B06 -9809 X -22al
FILTER FABRIC / 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY
WIRE _ WORK ON THIS PROJECT. PHONE (760) -633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HODS NOTICE ON CALLS FOR INSPECTION. PHONE' (760)633 -2770. ALL
WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
DETAIL C. SLLT FENCE
NOT TO SCALE
No. 71651
Exp. 12/31/19
GRAPHIC SCALE I " =20'
0 20 40 60
PASCO URET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
555 North Highway 101, Ste A, Solana Beach, CA S,1075
ph 858.259.8212 ! £g 858.259.4812 ( p1.;aengineering.ca mn
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS —BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENMITAS — PUBLIC WORKS DEPARTMENT DRAWING INTO.
L INT. CRATE PLANS PREPARED UNDER SUPERVISION LIMA
OF RECOMM DED: APPROVED.' EROSION CONTROL PLAN FOR:
-- - DESCRIPTION.' CITY OF ENCINITAS POINT 1024 w
- LOCATION 134WCCS1 HORIZONTAL: N/A PUBLIC WORKS 922 HYMETTUS AVENUE 13828 --G g
DATE.' $ Z'3 ' I $
- - -. RECORD FROM ROS 18416 BRIAN MICHAEL ARiDOLINO DATE ���
ELEVATION: 178.54' VERTICAL: N/A PLANNING JESS, WENS CHRIST R L. MAGO KU JUSTIN & KRISTEN KURTZ
R.C.E. NO.: 71651 APN: 254- 331 -26 °
-- DATUM.' NA V086 REVIEWER BRIAN MICHAEL ARDOLINO t �TF g —� �� ��i _ cn
CITY ENGINEER DATE INSPECTOR EXP.: 12 -31 -19 DATE DATE PLANNING CASE N0: 17 -264 CDP SHEET 3 OF 3 a
PLSA 1934 -03
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