2018-14216 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48
HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO
AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS
THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED "REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED
TRUBEY RESIDENCE, 3281 POPPY HILLS LANE, ENCINITAS, CALIFORNIA, APN 264- 091 -04" PREPARED BY
GEOTECHNICAL EXPLORATION, INC. DATED 9/9/15, AND UPDATE DATED 1/17/19, PROJECT #15 -10830
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.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS BEEN
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCTION MEETING SHALL BE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION,
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE
PROVIDED STATING: "THE GRADING UNDER PERMIT NO: 14216 -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 CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
16, ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS.
APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY
ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF
THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE
REMOVAL.
18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY
DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR
TEMPORARILY HALT GROUND - DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW
EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL
IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME
OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A
QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE
DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE
AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE
EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING
ACTIVITIES ARE ALLOWED TO RESUME.
CHANGE NO.I DESCRIPTION I APPROVED I DATE
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS
ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE
FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY
THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR
DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE
ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY
AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE
CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO
PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION
EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT
THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR
THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS
PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE
WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER
AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE
SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE
NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN
REMAINS ARE DISCOVERED THE REMAINS SHALL BE KEPT IN SITU ( "IN PLACE"), IN A SECURE
LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE
REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PAUL MUNSCH AT (858) 354 -5655, 24 HOURS
A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN
CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT
(40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN
SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES
AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE
FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY
AND /OR THE TURF /LANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
IMPERVIOUS, NON - COMBUSTIBLE. ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
REQUIRED FOR THIS STRUCTURE.
GEOTECHNICAL ENGINEER OF RECORD
IF THE GEOTECHNICAL CONSULTANT OF RECORD IS CHANGED FOR THE PROJECT, THE WORK SHALL
BE STOPPED UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THE RESPONSIBILITY
WITHIN THEIR AREA OF TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE
WORK. IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE TO NOTIFY THE CITY ENGINEER IN
WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT OF GRADING AND /OR FOUNDATION
INSTALLATION WORK.
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.75 H: 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 8'
MAXIMUM VERTICAL DEPTH OF FILL = 4'
CUT = 2,500 C.Y *. FILL = 2;500 C.Y.*
IMPORT= 0 C.Y. EXPORT = 0 C.Y.
REMEDIAL = 1,200 C.Y. (3' REMOVAL AND RECOMPACTION UNDER AND 10' OUTSIDE OF BUILDING AREAS)
TOTAL DISTURBED AREA = 60,806 SF
*GRADING QUANTITIES SHOWN HEREON ARE FOR ESTIMATING PURPOSES ONLY, CONTRACTOR TO
VERIFY ALL QUANTITIES
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 12,358 SQFT
INCREASE IN IMPERVIOUS AREA: 12,358 SQFT
IMPERVIOUS AREA REPLACED: 0 SOFT
BENCHMARK LOCATION
2.5" DISC STAMPED "CLSB -012, 2001, LS 6215" IN NORTHEAST CORNER OF VAULT IN THE SOUTHWEST
QUADRANT OF LONE JACK RD. AND DOUBLE LL RANCH RD. IN SAN MARCOS PER R.O.S. NO. 18416.
BENCHMARK I AS -BUILT APPROVALS
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO,
PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL
POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL
PANELS /PLATES.
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE, ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE.
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL
PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES -.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL
GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL
STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES
KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC.
STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR
WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE
AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND
ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS.
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO
ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE
SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS
SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST
ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
OWNER'S SWPPP CERTIFICATION
DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER
RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF
STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERM IT, A STORMWATER
POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED
CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT
(NO 1) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS;
FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE
FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED.
IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORT ION OF THE PROPERTY COVERED BY THIS
GRADING PLAN NO. 14216 -G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL
COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9- 2009 -0001.
WDID# 9 37C387784
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JOSEPH •_I
PRINTED NAME OF ABOVE PERSON TITLE
OWNER
PUBLIC WORKS
DESCRIPTION: DISC STAMPED "CLSB -012,2001" INT. DATE PLANS PREPARED UNDER SUPERVISION OF
LOCATION: SEE ABOVE PUBLIC WORKS DATE: 12/13/2019
RECORD FROM: R.O..S. NO. 18416 JAMES A. TURPIN DATE PLANNING
ELEVATION: 203.160' REVIEWER ] R.C.E. NO.: 57695
DATUM: NAVD88
SENIOR ENGINEER DATE INSPECTOR JAMES A. TURPIN EXP.: 12/31/2021
OWNER
JOSEPH WOZNIAK AND SARA BAKER
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3281 POPPY HILLS LANE
ENCINITAS, CA 92024
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(760) 523 -0993
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LEGAL DESCRIPTION
THE SOUTHERLY 624 FEET (MEASURED ALONG THE WESTERLY
LINE) OF THE WESTERLY 838 FEET (MEASURED ALONG THE
SOUTHERLY LINE) OF THE SOUTHEAST QUARTER OF SECTION 8,
TOWNSHIP 13 SOUTH, RANGE 3 WEST, SAN BERNARDINO QQ
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MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, AZ
STATE OF CALIFORNIA, ACCORDING TO UNITED STATES <CO
GOVERNMENT SURVEY APPROVED NOVEMBER 19, 1880.
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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 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.
SIGNATUR'
SIGNATUR
SOILS ENGINEER'S CERTIFICATE
DATE: 11-13,5
DATE: 19-13-(9
SITE -�
POPPY HILLS
EV�
9
VICINITY MAP O(.)
N.T.S.
I, WILLIAM D. HESPELER, 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 JULY 28 AND
AUGUST 11,2015 AND FOR AN UPDATE ON JANUARY 9, 2019. ONE COMPLETE COPY OF THE SOILS REPORT
COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY
ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE
GRADING PLANS AND SPECIFIC TIONS.
SIGNED: D
WILLIAM D. HE PELER
QROFESS /p,,�
G.E. NO. 396 V H£So l�nc
EXP. DATE: 3/31/2020 3`� No. 396
JOB #: 15 -10830 � Exp. 3/31/20
*O GPv
COMPANY: GEOTECHNICAL EXPLORATION, INC. J9j TfC1-1tJ\ ���
ADDRESS: 7420 Trade Street, San Diego, CA 92121 F OF ChO
PHONE: (858) 549 -7222
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH
THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'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, TO THE EXTENT THAT THE ENGINEER
CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY
THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE
PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS
OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER
AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND
ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
SIGNATURE: Q/Y}2PQ �l
JAMES A. TURPIN
TURPIN CONSULTING
P.O. BOX 119
MIDDLETON, ID 83644
(760) 415 -1188
R.C.E. NO. 57695, EXPIRES 12/31/2021
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE QRpFE
DESIGN OF THE PROJECT, AND THAT THE DESIGN IS CONSISTENT WITH
CURRENT STANDARDS.
A. TURPIN
G AND BUILDING
kE,Rc' - 57695 XP 12/31/21
C /VIL 12/13/2019 OF CkE\
No. C5 /b95 tXP 12 -51 -21
PARKS AND RECREATION
1.29.20 IlAk 12-73-11
DATE S GN DATE
ENGINEERING DEPARTMENT APPROVALS
-REC MMEN D A VE m i
ST,KE NOWAK EDWARD J. WI ER
i CITY.ENCGWE
DATE: 12/13/2019
RCE - 57695 Z x
EXP 12/31/21
M
BMP PROJECT STATUS
00
00
PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY
HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR o
PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION m
CONTROL FACILITIES"
v
RECORDED ON
0
AS DOC. #: -
z
O
w
J
OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT o
DISTRICT rk0J -'C_-- N0- W'5'707--7/
51"A- WK 5 FWe5 2 "5 AP7EK DA76
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DDNG PLAN FOR: 3281 POPPY HILLS LANE, ENCINITAS z
JOSEPH WOZNIAK AND SARA BAKER 14216 -G °
264 - 091 -04 -00 a.
PLANNING CASE NO: N/A SHEET 1 OF 5 1 i2'
rn
X
i�I�i9
/
IJZZ,%l�
O
m
O
DATE
SIGN
DATE
a
51"A- WK 5 FWe5 2 "5 AP7EK DA76
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DDNG PLAN FOR: 3281 POPPY HILLS LANE, ENCINITAS z
JOSEPH WOZNIAK AND SARA BAKER 14216 -G °
264 - 091 -04 -00 a.
PLANNING CASE NO: N/A SHEET 1 OF 5 1 i2'
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION,
FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760)- 633 -2770
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT -(760) 753 -6466
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
PHONE: (760)- 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
OLIVENHAIN WATER DISTRICT NOTES
1. POTABLE WATERWORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND
MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER
DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF
WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT
APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD
SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS
REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE
PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR.
3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE
TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL
BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY
SHUTDOWN.
4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING
TEMPORARY SERVICES PRIOR TO SHUTDOWNS, NO SHUTDOWNS WILL BE SCHEDULED ON A
MONDAY OR FRIDAY.
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAUOSHA. A COPY OF
EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE
DISTRICT PRIOR TO CONSTRUCTION.
6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR,
CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE
BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT.
7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE
UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE
MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC
RIGHT -OF -WAY. (DIG ALERT PHONE: 800 - 227 -2600)
8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE
CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED
BEFORE ANY CONSTRUCTION BEGINS.
9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE
APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER
LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY.
10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF
PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET.
11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT
COUPLINGS WITH 40 MAXIMUM DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING
(CURVING) OF PIPE SHALL BE PERMITTED.
12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL
LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS
WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S
REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR
BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S
REPRESENTATIVE.
13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET
FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W' SHALL BE CHISELED IN TOP OF EXISTING
CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS.
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE
DISTRICT'S PRIOR WRITTEN CONSENT.
15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL
OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON
CUSTOMER'S SIDE OF WATER METER.
16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS
TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE
TEE WHENEVER POSSIBLE.
18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE
DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE
FIRE DISTRICT.
19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT
REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE.
20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES
IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE
DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND
APPURTENANCES.
21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION
15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING
SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA
SPECIFIED IN THAT SPECIFICATION.
22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF
WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND
ELEVATION OF PIPES AND APPURTENANCES.
23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE
DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR
ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING
THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR
PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT,
ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED.
24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY
APPROVED IN WRITING BY THE DISTRICT.
25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH
OMWD STANDARD SPECIFICATIONS.
ENVIRONMENTAL NOTES
• TO AVOID AND /OR MINIMIZE IMPACTS TO ANY BREEDING CALIFORNIA GNATCATCHERS OR
ACTIVE NESTS OF THESE BIRD SPECIES, CONSTRUCTION ACTIVITIES SHOULD COMMENCE
OUTSIDE OF THE CALIFORNIA GNATCATCHER BREEDING SEASON (FEBRUARY 15 TO
AUGUST 31). IF CONSTRUCTION COMMENCES DURING THE BREEDING SEASON, THEN THE
PROPERTY OWNER SHALL RETAIN A QUALIFIED BIOLOGIST TO CONDUCT AND COMPLETE
PROTOCOL SURVEYS PRIOR TO CONSTRUCTION TO DETERMINE WHETHER BREEDING
CALIFORNIA GNATCATCHERS OR ACTIVE NESTS OCCUR WITHIN 300 FEET OF THE LIMITS OF
THE PROPOSED OPEN SPACE EASEMENT. THE WILDLIFE AGENCIES AND DEVELOPMENT
SERVICES DEPARTMENT SHALL BE NOTIFIED BY THE PROPERTY OWNER IF ANY BREEDING
BEHAVIOR OR ACTIVE NESTS ARE DETECTED. IF BREEDING ACTIVITY OR AN ACTIVE NEST
IS IDENTIFIED, THE BIOLOGIST AND PROPERTY OWNER SHALL POSTPONE CONSTRUCTION
ACTIVITY AND CONTACT THE WILDLIFE AGENCIES TO DISCUSS: 1) THE BEST APPROACH TO
AVOID /MINIMIZE IMPACTS TO BREEDING /NESTING BIRDS (E.G., SOUND WALLS), AND 2) A
MONITORING PROGRAM ACCEPTABLE TO THE WILDLIFE AGENCIES. SUBSEQUENT TO
THESE DISCUSSIONS, WORK MAY BE INITIATED SUBJECT TO IMPLEMENTATION OF THE
AGREED -UPON AVOIDANCE /MINIMIZATION APPROACH AND MONITORING PROGRAM. IF THE
BIOLOGIST DETERMINES THAT BIRD BREEDING BEHAVIOR IS BEING DISRUPTED, THE
PROJECT APPLICANT SHALL STOP WORK AND COORDINATE WITH THE WILDLIFE AGENCIES
TO REVIEW THE AVOIDANCE /MINIMIZATION APPROACH. UPON AGREEMENT AS TO ANY
NECESSARY REVISIONS TO THE AVOIDANCE /MINIMIZATION APPROACH, WORK MAY RESUME
SUBJECT TO THE REVISIONS AND CONTINUED MONITORING. SUCCESS OR FAILURE OF AN
ACTIVE NEST SHALL BE ESTABLISHED BY REGULAR AND FREQUENT TRIPS TO THE SITE, AS
DETERMINED BY THE BIOLOGIST AND THROUGH A SCHEDULE APPROVED BY THE WILDLIFE
AGENCIES. MONITORING OF AN ACTIVE NEST SHALL CONTINUE UNTIL FLEDGLINGS HAVE
DISPERSED OR THE NEST HAS BEEN DETERMINED TO BE A FAILURE, AS APPROVED BY THE
WILDLIFE AGENCIES.
• PRIOR TO CITY APPROVAL OF ROUGH GRADING, IF CALIFORNIA GNATCATCHER BIOLOGICAL
MONITORING IS REQUIRED DURING THE BREEDING SEASON, THE PROJECT APPLICANT
SHALL SUBMIT A FINAL REPORT PREPARED BY THE PROJECT BIOLOGIST TO THE WILDLIFE
AGENCIES AND DEVELOPMENT SERVICES DEPARTMENT. THE REPORT SHALL INCLUDE
AS -BUILT CONSTRUCTION DRAWINGS FOR GRADING WITH AN OVERLAY OF ANY ACTIVE
NESTS, PHOTOGRAPHS OF HABITAT AREAS DURING PRE - CONSTRUCTION AND
POST- CONSTRUCTION CONDITIONS, AND OTHER RELEVANT SUMMARY INFORMATION
DOCUMENTING THAT AUTHORIZED IMPACTS WERE NOT EXCEEDED AND THAT GENERAL
COMPLIANCE WITH THE AVOIDANCE /MINIMIZATION PROVISIONS AND MONITORING
PROGRAM AS REQUIRED BY THE WILDLIFE AGENCIES WERE ACHIEVED.
EXISTING GRADE
12 18" MIN -
lllllllll� 6" MIN '
2
1 11=11 -- -
-II1- 1 LINE BROW DITCH
WITH 3" ROCK W/
CUT SLOPE DENSE SPACING
EARTHEN /ROCK BROW DITCH
TOP OF ALL CUT SLOPES O
N TS
PAD ELEVATION
ON PLANS
3.0' -5.0'
i12" MIN
6" MIN J
SLOPE ROUNDING
SEE CHART BELOW
L --I
llir 2
Q 1
SLOPE ROUNDING \
TOTAL HEIGHT OF SLOPE - H FEET L FEET
0' - 5' -
5' - 20' 2.5'
20' - 40' 5'
OVER 40' 10'
TYPICAL BERM /SWALE
TOP OF ALL FILL SLOPES O
N TS
AC
ASPHALTIC CONCRETE
ARCH.
ARCHITECTURAL
B.O.
BLOW -OFF
B. W.
BOTTOM OF WALL
C.B.
CATCH BASIN
C.O.
CLEAN OUT
CONC
CONCRETE
DWY
DRIVEWAY
(E)
EXISTING
FF
FINISHED FLOOR
F.H.
FIRE HYDRANT
FL
FLOW LINE
FS
FINISHED SURFACE
HP
HIGH POINT
IE
INVERT ELEVATION
LA
LANDSCAPEAREA
(N)
NEW (PROPOSED)
PVT
PRIVATE
SD
STORM DRAIN
SF
SQUARE FOOT
TC
TOP OF CURB
TF
TOP OF FENCE
TG
TOP OF GRATE
TIN
TOP OF WALL
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN OF THE PROJECT, AND THAT THE DESIGN IS CONSISTENT WITH
CURRENT STANDARDS.
x,6 14 -7m�z, �
A. TURPIN 1 No.
'13/2019
12 -31 -21
A.
RCE - 57695 z �
EXP 12/31/21 *.
IF
BENCHMARK LOCATION
2.5" DISC STAMPED "CLSB -012, 2001, LS 6215" IN NORTHEAST CORNER OF VAULT IN THE SOUTHWEST
QUADRANT OF LONE JACK RD. AND DOUBLE LL RANCH RD. IN SAN MARCOS PER R.O.S. NO. 18416.
kCHANGE
DESCRIPTION
APPROVED
DATE
BENCHMARK
DESCRIPTION: DISC STAMPED "CLSB -012,2001^
LOCATION: SEE ABOVE
RECORD FROM: R.O..S. NO. 18416
ELEVATION: 203.160'
DATUM: NAVD$8
AS -BUILT APPROVALS
INT.
DATE
DESIGNED BY:
DRAWN Br
CHECKED BY:-
ENGINEERING DEPARTMENT APPROVALS
RECOMMENDED: APPROVED:
% ��/j n �
ST E NOWAK EDWARD J. MER
CITY N N R
DATE La DA S ��p
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
GRADING PLAN FOR:
3281 POPPY HILLS LANE ENCINITAS
s
JOSEPH WOZNIAK AND SARA BAKER
264 -091 -04 -00
PLANNING CASE NO: N/A
DRAWING NO.
14216 -G
PLANS PREPARED UNDER SUPERVISION OF
DATE: 12/13/2019
„ � R.C.E. NO.: 57695
` 1,.
/JAMES A. TURPIN EXP.' 12/31/2021
PUBLIC WORKS
JAMES A. TURPIN DATE
PLANNING
REVIEWER
SENIOR ENGINEER DATE
INSPECTOR
SHEET 2 OF 5
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LANDSCAPE PLANS ``, ! \ i� n 285.
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5.1 TG 285.1TGy LL LL 'I , /rr /
2 \ _ \ `� Vii, (� \ LL L , ' S `i 1 / I� ✓ �
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{ 1
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I
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FUE AV UT
2
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_
4.1 LO
4 l
ADIUS FUEL MOD 283.051E/\ 0, a /%/ , `` r
S 2 b. /
I
\ \ ;/ �� 7' FUEL MODIFICATION ZONE
29 HP / ��BIO- BASIN�O G 11 295.x% ��;�
2 } l ' \� 1008 Z �+ / / j /X, r' ( / ' ` I // /I. :' 1• f / :; f r' /
ran 2 I I \ ` io 292.71E I ( '° 292.38FG \ DG PATH PER i BALL COURT PER
J \ FUEL MOD ZONE 2 = ' \ Op m w ��. 1 -' LANDSCAPE PLANS (TYP.)i GEOTECHNICAL ENGINEER'S
,CROSS HATCHED AREA ! `,, \ 1 s. ..'
y BIO-BASIN 16M RECOMMENDATIONS
2 2850
/ �� / \ 12 '` r YP.
FJ / ,(1 3 (T:
r 1 \ \i `l �l \• \ 1 i I s'. 1 . O�J�O� 2 88 0'
289.881E/
FUEL MOD ZONE 2
CROSS HATCHED AREAr
r
,
327.I
\ w _...
:
//3 f
fi f t
� 1 f i x r PROPOSED FENCE PER , ,, i t �' 1!:
LANDSCAPE PLANS'
STORMWATER POLLUTION
CONTROL NOTES
1. STORMWATER POLLU17ON CONTROL BMPS SHOWN HEREON SHALL BE PRIVATELY MAINTAINED
AND SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL ROOF RUNOFF FROM ALL ROOF
DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION
AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM.
GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. A NOTE TO THIS EFFECT
SHALL BE PLACED ON THE GRADING PLAN.
J. DIRECT DISCHARGE TO CITY RIGHT -OF -WAY FROM IMPERVIOUS SURFACES SHALL NOT BE
PERMITTED.
STEEP SLOPE PRESERVATION OPEN SPACE EASEMENT
ALL AREAS LOCATED WITHIN THE STEEP SLOPE PRESERVATION OPEN SPACE EASEMENT SHALL
BE HAND - CLEARED ONLY AS NEEDED OR AS REQUIRED BY ENCINITAS FIRE DEPARTMENT.
WORK TO BE D ONE
THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER,
1. ENCINITAS DEVELOPMENT CODE,
2. CITY OF ENCINITAS STANDARD DRAWINGS,
J. THIS SET OF PLANS,
4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
AND THE SAN DIEGO SPECIAL PROVISIONS,
5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND AS MAY BE MODIFIED BY
THE CITY OF ENCINITAS STANDARDS,
FG - FINISH GRADE
FL - FLOW LINE
FS - FINISH SURFACE
TG - TOP OF GRATE
SDRSD - SAN DIEGO REGIONAL STANDARD DRAWINGS
LEGEND
DESCRIPTION STANDARD SYMBOL
PROPERTY LINE
FINISHED GROUND CONTOUR -
-- 350 --
EXISTING GROUND CONTOUR °
° ° °- 440 - -,m
FUTURE SPOT ELEVATIONS 3
3-58_0
FG
EXITING ELEVATIONS X
X191.00
DIRECTION OF FLOW -
-�
PERFORATED UNDERDRAIN (6" BIOFILTRATION, 3" PAVERS) -
- --
PRIVATE PVC STORM DRAIN (SIZE PER PLAN) S
SD
PRIVATE LANDSCAPE DRAIN (SIZE EQUALS OUTFLOW PIPE
DIAMETER SHOWN ON PLAN)
PRIVATE 10" LANDSCAPE DRAIN CLEANOUT O
OCO
EARTHEN BROW DITCH. SEE DETAIL 1, SHEET 2. b
b
BERM /SWALE AT TOP OF FILL SLOPES. SEE DETAIL 2, SHEET 2. -
--
RIPRAP. SEE RIPRAP DETAIL HEREON
CONCRETE FLATWORK PER ARCHITECT PLAN
BIOFILTRATION BASIN. REFER TO BIOFILTRATION
BASIN DETAILS, SHEET 4.
UNIT PAVERS. REFER TO DETAIL 3, SHEET 4
vvvvvvvv
DG PATHWAY PER LANDSCAPE PLANS
FUEL MODIFICATON ZONE r
-- - - - -
r- -
OPEN SPACE EASEMENT f
f J
STEEP SLOPE PRESERV77ON EASEMENT L
2H/
O1 UNIT PAVER PER DETAIL 3, SHEET 4 AND MANUFACTURERS RECOMMENDATION
O2 24 "X24" BROOKS TYPE CATCH BASIN
O FIRE DEPARTMENT TURN - AROUND
® NEW POST & RAIL FENCE WITH CHAIN LINK FABRIC 5 FT. HIGH PER LANDSCAPE PLAN
GRADING NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S 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 WRI77NG AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE
ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
<_ _. ✓'e r / 1 l i / V _ `, , ' ( 1 , `'' 1 CONSTRUCTION NOTES
COVENANT HOLDING CITY OF ENCIN77AS HARMLESS
RECORDED AS DOCUMENT NO. ON
1. ALL U71L177ES SERVICING THIS SITE SHALL BE INSTALLED UNDERGROUND.
EXISTING EASEMENTS PROPOSED EASEMENTS
AN EASEMENT TO OLIVENHAIN MUNICIPAL WATER DISTRICT FOR PIPELINE OR STEEP SLOPE PRESERVATION AND BIOLOGICAL 'WATER SERVICE NOTES
PIPELINES AND RIGHTS INCIDENTAL THERETO, AS SET FORTH IN A DOCUMENT OPEN SPACE EASEMENT TO CITY OF ENCINITAS
1 1 DECLARATION OF RESPONSIBLE CHARGE 1. EXISTING WATER METER TO BE RELOCATED AND UPGRADED BY OWNER AT OWNERS EXPENSE
RECORDED ON JANUARY 31, 1962, AS INSTRUMENT N0. 18553, OF OFFICIAL O PER DOE. Xg!d �04coON. 2. EXISTING SERVICE LATERAL TO BE ABANDONED PER OMWD STANDARDS & SPECIFICATIONS
RECORDS -NOT PLOTTABLE RECORDEDZgHw_�� 2020 3. INSTALL 1 -j" WATER SERVICE ASSEMBLY PER OMWD STD. DWG. NO. B -1.2
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE QOFESS/ 4. E 1" METER TO BE UPGRADED TO NEW 1- "
AN EASEMENT TO SAN DIEGO GAS & ELECTRIC COMPANY FOR PUBLIC Q () METER
DESIGN OF THE PROJECT, AND THAT THE DESIGN IS CONSISTENT WITH O
UTILITIES AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT �`� g A• TG F 5. INSTALL 1 -j" RP BACKFLOW PREVENTER PER OMWD STD. DWG N0. C -2.1
2 STEEP SLOPE PRESERVATION EASEMENT TO CITY OF ENCINITAS CURRENT STANDARDS. F po ti
RECORDED ON JULY 3, 2001, AS INSTRUMENT NO. 2001 - 0456575, OF
OFFICIAL RECORDS -NOT PLOTTABLE O2 PER DOC. 2o2°O- oo31(e2$ w z m
RECORDED Tdk-4& ev 21 2AZO ecE - 57695 SITE DRAINAGE NOTE
-F .* EXP 12/31/21
CIVI\- ALL SITE DRAINAGE, INCLUDING DRAINAGE FROM ROOFS, WALKWAYS, POOL DECK, PAVERS,
30 30 0 30 60 d/Y72ek / 12/13/2019 OF Cpl \F LANDSCAPE, ETC. DRAINS TO SPECIFIC BIOFIL1RA110N BASINS AS IDEN77FIED ON SHEET 5.
BENCHMARK LOCATION JAMES A. TURPIN No. C57695 EXP 12 -31 -21 DRAINAGE FROM EACH DRAINAGE AREA SHALL BE DIRECTED TO THE CORRESPONDING
2.5" DISC STAMPED "CLSB -012, 2001, LS 6215" IN NORTHEAST CORNER OF VAULT IN THE SOUTHWEST BIOFIL7RA7ION BASIN.
SCALE: I"= 30' QUADRANT OF LONE JACK RD. AND DOUBLE LL RANCH RD. IN SAN MARCOS PER R.O.S. NO. 18416.
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: I DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JAI JA JAI
DESCRIPTION: DISC STAMPED "CLSB -012, 2001"
TNT. DATE PLANS PREPARED UNDER SUPERVISION OF REC EMENDED: APPROVED: i GRADING PLAN FOR: 3281 POPPY HILLS LANE, ENCINITAS
/�
LOCATION: SEE ABOVE PUBLIC WORKS DATE: 12/13/2019
RECORD FROM: R.O..S. NO. 18416 JAMES A. TURPIN DATE PLANNING R.C.E. NO.: 57695 SVE NOWAK EDWARD ER JOSEPH WOZNIAK AND SARA BAKER 14216 -G
ELEVATION: 203.160' REVIEWER CITY NG 264- 091 -04 -00
DATUM: NAVD88 JAMES A. TURPIN Z /y/ Z° s
SENIOR ENGINEER DATE INSPECTOR EXP.: 12/31/2021 p�� DA E PLANNING CASE NO: N/A SHEET 3 OF 5
310.01
300.01
Ill
pCD
er) 290.0 i
O
7
270.0
260Q1
SECTION A -A
SCALE: 1 " =40'H
1 " =8'V
BEDDING COARSE
(SEE NOTES)
381" THICK
PERVIOUS PAVERS
Station
NOTES: TYPICAL SECTION. REFER TO MANUFACTURES
INSTALLATION GUIDELINES LANDSCAPE PLANS, AND SOILS
ENGINEER RECOMMENDATIONS FOR ADDITIONAL
REQUIREMENTS.
PEDESTRIAN PAVERS TO BE UNDERLAIN WITH 4" CRUSHED
MISCELLANEOUS BASE (CMB) PER "GREENBOOK"
VEHICLE PAVERS TO BE UNDERLAIN WITH 8" CMB PER
"GREENBOOK"
SUBGRADE AND CMB TO BE COMPACTED TO 95 %.
DETAIL 3
CHANGE NO.
6" PCC HEADWALL
PER DETAIL, SHEET 3
PRIVATE STORM DRAIN WITH 18"
RIPRAP OUTLET PROTECTION I
15"
MIN. 3" AGGREGATE
BELOW UNDERDRAIN
GRAVELLAYER
4'CLEAN/WASHED CRUSHED ROCK
m
Em
•
1f
M
i
).00
BMP DESCRIPTION
POST- CONSTRUCTION PERMANENT BMP
OPERATION & MAINTENANCE PROCEDURE DETAILS
O &M RESPONSIBLE PARTY DESIGNEE PRCFERTYOWNER /HOAI TYIOTHER
FREQUENCY
31(
QUANTITY
SHEET
NUMBER(S)
BIOFILTRATION FACILITY
65%
30(
4:1 CUT
SLOPE
75 -80%
1 -2 TIMES/YEAR
PRUNING
\
EXISTING
2 -12 TIMES/YEAR
MOWING
\
GRADE
MULCHING
182
6"
1 TIME 12 -3 YEARS
MULCH REMOVAL
0.75"
<24hr
291
N
93
1 TIME INITIALLY
FERTILIZATION
18"
15"
1 TIME/YEAR
REMOVE & REPLACE DEAD PLANTS
BIO -BASIN 300
286.0'PAD
FILL SLOPE
6"
18
ONCE AFTER FIRST RAIN OF THE
SEASON, THEN MONTHLY DURING
THE RAINY SEASON
OUTLET INSPECTION
<24hr
12 TIMES/YEAR
MISCELLANEOUS UPKEEP
277
307
<4:1
18
15"
0.75"
<24hr
280.0'PAD
4:1 FILL SLOPE
281
�
o
\
o
a
BIOFIL
TRATION
BASIN
2T
0100 1+06.00
2+06.00
3+0K00
4+0b.0(
SECTION A -A
SCALE: 1 " =40'H
1 " =8'V
BEDDING COARSE
(SEE NOTES)
381" THICK
PERVIOUS PAVERS
Station
NOTES: TYPICAL SECTION. REFER TO MANUFACTURES
INSTALLATION GUIDELINES LANDSCAPE PLANS, AND SOILS
ENGINEER RECOMMENDATIONS FOR ADDITIONAL
REQUIREMENTS.
PEDESTRIAN PAVERS TO BE UNDERLAIN WITH 4" CRUSHED
MISCELLANEOUS BASE (CMB) PER "GREENBOOK"
VEHICLE PAVERS TO BE UNDERLAIN WITH 8" CMB PER
"GREENBOOK"
SUBGRADE AND CMB TO BE COMPACTED TO 95 %.
DETAIL 3
CHANGE NO.
6" PCC HEADWALL
PER DETAIL, SHEET 3
PRIVATE STORM DRAIN WITH 18"
RIPRAP OUTLET PROTECTION I
15"
MIN. 3" AGGREGATE
BELOW UNDERDRAIN
GRAVELLAYER
4'CLEAN/WASHED CRUSHED ROCK
m
Em
•
1f
M
i
).00
BMP DESCRIPTION
POST- CONSTRUCTION PERMANENT BMP
OPERATION & MAINTENANCE PROCEDURE DETAILS
O &M RESPONSIBLE PARTY DESIGNEE PRCFERTYOWNER /HOAI TYIOTHER
FREQUENCY
MAINTENANCE METHOD
QUANTITY
SHEET
NUMBER(S)
BIOFILTRATION FACILITY
65%
20%
5
GP SHT 3, 4
75 -80%
1 -2 TIMES/YEAR
PRUNING
9% MAX"'
15"
2 -12 TIMES/YEAR
MOWING
810 -BASIN 100C
1 -2 TIMES/YEAR
MULCHING
182
6"
1 TIME 12 -3 YEARS
MULCH REMOVAL
0.75"
<24hr
1 TIME 12 -3 DAYS FOR FIRST 1 -2
MONTHS, SPORADICALLYAFTER
ESTABLISHMENT
WATERING
93
1 TIME INITIALLY
FERTILIZATION
18"
15"
1 TIME/YEAR
REMOVE & REPLACE DEAD PLANTS
BIO -BASIN 300
ONCE AFTER FIRST RAIN OF THE
SEASON, THEN MONTHLY DURING
THE RAINY SEASON
INLET INSPECTION
6"
18
ONCE AFTER FIRST RAIN OF THE
SEASON, THEN MONTHLY DURING
THE RAINY SEASON
OUTLET INSPECTION
<24hr
12 TIMES/YEAR
MISCELLANEOUS UPKEEP
277
307
NOTE:
SPECIAL INSPECTION OF ALL POST CONSTRUCTION BIORETENTION BASINS BY THE ENGINEER
OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES.
PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND
PROVIDED TO THE CITY AT THE FOLLOWING STAGES:
1. BASIN EXCAVATION
2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC.
3. PLACEMENT OF GRAVEL LAYER
4. PLACEMENT OF ENGINEERED SOIL LAYER
5. FINAL BASIN GRADING
6. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED
LANDSCAPE
CAREX PRAEGRACILIS (SLENDER SEDGE)
4 INCH POTS, 12" ON CENTER
8" RISER OUTLET STRUCTURE.
/SEE CONNECTION DETAIL
HEREON.
1
3" v F P
FREEBOARD
3:1 SIDE SLOPES (TYP.)
3" WELL -AGED SHREDDED
HARDWOOD MULCH
AMENDED SOIL (MEDIA), MIN. INFILTRATION
RATE 5 IPH. SEE BSM TABLE BELOW.
,
FILTER "CHOKER" COURSE. 3" CLEAN, WASHED
ASTM 33 FINE AGGREGATE SAND OVER 3" LAYER
ASTM NO. 8 STONE.
\� \X \X \X, \�\ \� \� \�\ �8 "PVC DRAIN PIPE OUT
/\ /�\� /�\ IMPERMEABLE GEOMEMBRANE "POND" LINER.
30 MIL MIN. LLDPE OR PVC
IMPERMEABLE GEOMEMBRANE "POND" LINER. 6" PERFORATED PVC UNDERDRAIN PIPE. SEE
30 MIL MIN. LLDPE OR PVC CONNECTION DETAIL HEREON
BIOFILTRATION BASIN DETAIL
BIOFILTRATION SOIL MEDIA (BSM) TABLE
BSM
COMPOSITION
SAND
TOP SOIL
COMPOST
SAND
SILT
CLAY
VOLUME
65%
20%
15%
WEIGHT
75 -80%
10% MAX
3% MAX
9% MAX"'
(1) COMPOST BY WEIGHT RESULTS IN APPROXIMATELY 5% ORGANIC MATTER BY WEIGHT
SELF - MITIGATING DMAS
STRUCTURAL BMP DESIGN CRITERIA (BIOFILTRATION)
ITEM
SYMBOL
DCV(')
(CF)
SURFACE
AREA (SF)
POND
DEPTH
MEDIA
DEPTH
GRAVEL
DEPTH
ORIFICE
DIA.
DRAWDOWW)
TIME (HRS)
BIO -BASIN 10013
48
65
6"
18"
15"
0.5"
<24hr
810 -BASIN 100C
136
182
6"
18"
15"
0.75"
<24hr
BIO -BASIN 200
93
156
6"
18"
15"
0.4
<24hr
BIO -BASIN 300
558
564
6"
18
15
0.5"
<24hr
BIO -BASIN 400
277
307
6"
18
15"
0.75"
<24hr
(1) CALCULATED DESIGN CAPTURE VOLUME WORKSHEET
(2) SURFACE PONDING
NOTE TO CONTRACTOR:
EACH BIOFILTRATION BASIN ( "BIO- BASIN ") DEPICTED ON THESE PLANS IS SIZED TO TREAT RUNOFF FROM A
SPECIFIC DRAINAGE MANAGEMENT AREA (DMA). PLEASE REFER TO THE PROJECT STORM WATER QUALITY
MANAGEMENT PLAN (SWAMP) "DMA MAP EXHIBIT" FOR DELINEATION OF THESE AREAS. ALL SITE DRAINAGE
WITHIN THESE DMA's SHALL DRAIN TO THEIR CORRESPONDING "BIO- BASIN"
SCH. 40 PVC SO
SIZE PER PLAN -
(WHERE OCCURS)
ORIFICE (HOLE) IN
PLATE. DIAMETER PER��
DESIGN CRITERIA
TABLE HEREON.
8" RISER WITH GRA TE
(INSPECTION PORT)
DRAIN BASIN
RANCOR (OR EQUAL)
SCH. 40 PVC SO
SIZE PER PLAN
6 40 PVC PERFORATED `^ 4.5" 0 STAINLESS STEEL OR PVC PLATE
DRAIN LINE WRAPPED IN W/ ORIFICE (DIA. PER TABLE)
SEDIMENT FIL TER 'SOCK"
DESIGNED BY: DRAWN BY: CHECKED BY:
DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS JAT JAY JAI ENGINEERING DEPARTMENT APPROVALS
INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC MMEN D: AP OV D:
DESCRIPTION: DISC STAMPED "CLSB-012,2001" PUBLIC WORKS DATE: 12/13/2019 -J9 C
LOCATION: SEE ABOVE �vi_
JAMES A. TURPIN DATE
RECORD FROM: R.O..S. NO. 18416 PLANNING ST VE NOWAK EDWARD J. WI ER
ELEVATION: 203.160' R.C.E. NO.: 57695 CITY NGI E
DATUM: NAVD88 REVIEWER 2 t Z 202a
SENIOR ENGINEER DATE INSPECTOR JAMES A. TURPIN EXP.: 12/31/2021
DA DA 7E
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
DESIGN OF THE PROJECT, AND THAT THE DESIGN IS CONSISTENT WITH
CURRENT STANDARDS.
A. TURPIN
No. C57695
12/13/2019
EXP 12 -31 -21
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
GRADING PLAN FOR: 3281 POPPY HILLS LANE, ENCINITAS
JOSEPH WOZNIAK AND SARA BAKER
264 - 091 -04 -00
PLANNING CASE NO:
RCE ^ 57695 Z �
EXP 12/31/21 .*
OF CAl
DRAWING NO
14216 -G
SHEET 4 OF 5
J4$
\\ r \ \� \ X \ 0 \°•�c�n�eo 9s — — — r fkE°4, S�_lL_TFENCE --,_
c\ \ \ '�OBSGL)REE\AH\
A G 'E
SIN 400__
\\ \ \ \ \ \\
29,
���I -1, ! \t \ \ \ \\ \ \\ �\� �� \ \ \ \\ \ \\\ \\ \ \1 \ \jo \ \\
'43.2\ 'I • ry\;N
ASIy343 � ! \ -Z 40 00 iiiiia
7 416
\
Y x _
° � — — ..._ Tank
— —.
(0-
az9> X
A-
, ) \I I pl1Jf
0—',_�_ x 327. !t
NO7ES,
PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY
SLOPING SEGMENTS, WHERE WATER CAN POND AND
T ALLOW SEDIMENT TO SEPARATE FROM RUNOFF.
BAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE
FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND
1 PACKED TIGHTLY.
LEAVE A ONE GRAVEL BAG GAP IN THE TOP ROW TO
3 PROVIDE A SPILLWAY FOR OVERFLOW.
INSPECT BARRIERS AND REMOVE SEDIMENT AFTER
EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE
'F' REMOVED FROM THE TRAVELED WAY IMMEDIATELY.
PROTECT ALL EXPOSED AREAS (7 DAYS OR MORE)
5. AND SPRAY WITH SOIL STABILIZER MIX.
siFILLED �GS
T ev
GRAVEL BAGS DAM (SE -6)
NO SCALE
1 NOTE
SILT FENCE SHALL BE PLACED
ON SLOPE CONTOURS TO
STEEL OR
MAXIMIZE PONDING EFFICIENCY.
POST 36'
2. INSPECT AND REPAIR FENCE
HIGH MAX
AFTER EACH STORM EVENT AND
-
REMOVE SEDIMENT WHEN
EC -1 - SCHEDULING
NECESSARY. 9' (225mm)
DRAWING NO.
MAXIMUM RECOMMENDED
EC -2 - PRESERVATION OF EXISTING VEGETATION
STORAGE HEIGHT.
Z
3. REMOVED SEDIMENT SHALL BE
DEPOSITED TO AN AREA THAT
DESCRIPTION: DISC STAMPED "CLSB - 012,2001"
LOCATION: SEE ABOVE
RECORD FROM: R.O..S. NO. 18416
ELEVATION: 203.160'
DATUM: NAVD88
WILL NOT CONTRIBUTE
x
SEDIMENT OFF —SITE AND CAN
(V
70
cuw BE PERMANENTLY STABILIZED.
r
EXTRA STRENGTH FILTER FABRIC
WITHOUT WIRE MESH SUPPORT
STEEL OR WOOD POST,
ATTACH FILTER —
FABRIC SECURELY
TO UPSTREAM /
SIDE OF POST
NO SCALE BACKFILL
I WW
/ }� (3m) MAXIMUM SPACING
WI TH WIRE SUPPORT FENCE 8'
(1.8m) MAXIMUM SPACING
WITHOUT WIRE SUPPORT FENCE
SILT FENCE (SE -1)
NO SCALE
CRUSHED AGGREGATE GREATER
THAN 3'. BUT SMALLER THAN 6'.
SECTION B -B
NO SCALE
PIPE CULVERT
AS NEEDED
GRADE
FABRIC
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE.
WHICHEVER IS
bvm
1. LLEENGTH SHOULD BE EXTENDED TO 12 TIMES THE DIAMETER OF THE
LARGEST CONSTRUCTION VEHICLE TIRE.
2. ON SMALL SITES LENGTH SHOULD BE THE MAXIMUM ALLOWED BY SITE.
3. TO BE INSTALLED IMMEDIATELY FOLLOWING PARKING LOT
DEMOLITION.
REQUIRED
STABILIZED CONSTRUCTION ENTRANCE (TC -1)
NO SCALE
30 30 0 30 60
SCALE: 1" = 30'
r
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS
PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE Apn�120__�,
DESIGN OF THE PROJECT, AND THAT THE DESIGN IS CONSISTENT WITH
CURRENT STANDARDS.
k,E E - 57695
P 12/31/21 Ce6 l �/i��.�%i 12/13/2019 OF CAl \F
A. TURPIN No. 057695 EXP 12 -31 -21
SYMBOL DESCRIPTION
DRAINAGE BASIN
BIOFILTRATION BASIN
DESCRIPTION*
SYMBOL
NOTES
QTY
BENCHMARK
WE -1 - WIND EROSION CONTROL
DESIGNED BY:
-
-
EC -1 - SCHEDULING
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
JAT
EC -2 - PRESERVATION OF EXISTING VEGETATION
JAT
DESCRIPTION: DISC STAMPED "CLSB - 012,2001"
LOCATION: SEE ABOVE
RECORD FROM: R.O..S. NO. 18416
ELEVATION: 203.160'
DATUM: NAVD88
TNT.
EC -4 - HYDROSEED
PLANS PREPARED UNDER SUPERVISION OF
DATE: 12/13/2019
�% R.C.E. NO.: 57695
JAMES A. TURPIN EXP.: 12/31/2021
��5
GRADING PLAN FOR:
3281 POPPY HILLS LANE, ENCINITAS
JOSEPH WOZNIAK AND SARA BAKER
264- 091 -04 -00
PLANNING CASE NO: NIA
14216 -G
18,000 SF
EC -9 - EARTH DIKES & DRAINAGE SWALES
nmm�mn
PUBLIC WORKS
EC -10 VELOCITY DISSIPATION DEVICE
lid
JAMES A. TURPIN DATE
PLANNING
SE -1 SILT FENCE
17
SE -1 DETAIL THIS SHT
600 LF
SE -6 GRAVEL BAG BERM
Cj (
-
200 EA
SE -7 STREET SWEEPING & VACUUMING
�
I -
-
SENIOR ENGINEER DATE
INSPECTOR
SHEET 5 OF 5
SE -10 ti STORM DRAIN INLET PROTECTION
-
5 EA
TC -1 ti STABILIZED CONSTRUCTION ENTRANCE
-
500 SF
NS -1 WATER CONSERVATION PRACTICES
(Y)
-
-
NS -6 N ILLICIT CONNECTION /DISCHARGE
NS -7 POTABLE WATER /IRRIGATION
-
NS -9 VEHICLE & EQUIPMENT FUELING
NS -10 - VEHICLE & EQUIPMENT MAINTENANCE
NS -12 - CONCRETE CURING
i
-
NS -13 - CONCRETE FINISHING
i
-
-
WM -1 - MATERIAL & DELIVERY STORAGE
-
-
WM -2 - MATERIAL USE
-
-
WM -4 N SPILL PREVENTION CONTROL
-
-
WM -5 - SOLID WASTE MANAGEMENT
WM -6 - HAZARD WASTE MANAGEMENT
WM -8 - CONCRETE WASTE MANAGEMENTM
-
1 EA
WM -9 - SANITARY /SEPTIC WASTE MANAGEMENT
*2012 CONSTRUCTION BMP HANDBOOK /PORTAL AND CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA)
AREAS DRAINING TO BIOFILTRATION BASINS
BIOFILTRATION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING
CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVED AND THE BIOFILTRATION
BASINS COMPLETED ONCE FOINAL SITE STABILIZATION IS ACHIEVED, PRIOR TO
OCCUPANCY AND /OR FINAL.
SITE DRAINAGE NOTE
ALL SITE DRAINAGE WITHIN THE "DRAINAGE BASINS" SHALL DRAIN TO THE
CORRESPONDING "BIO- BASIN" INDICATED HEREON.
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DEPARTMENT APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
JAT
A
JAT
DESCRIPTION: DISC STAMPED "CLSB - 012,2001"
LOCATION: SEE ABOVE
RECORD FROM: R.O..S. NO. 18416
ELEVATION: 203.160'
DATUM: NAVD88
TNT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 12/13/2019
�% R.C.E. NO.: 57695
JAMES A. TURPIN EXP.: 12/31/2021
REC MMEN ED: APPROVED: �
_
S VE NOWAK D ARD J. WIM R
CITY NGI EE
Z�y�L+
DATE DATE
GRADING PLAN FOR:
3281 POPPY HILLS LANE, ENCINITAS
JOSEPH WOZNIAK AND SARA BAKER
264- 091 -04 -00
PLANNING CASE NO: NIA
14216 -G
PUBLIC WORKS
JAMES A. TURPIN DATE
PLANNING
REVIEWER
SENIOR ENGINEER DATE
INSPECTOR
SHEET 5 OF 5