2017-13378 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST
48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN
ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER
IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE
CONVEYED TO AN APPROVED DRAINAGE FACILITY.
UTILITY 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 "UPDATED LIMITED GEOTECHNICAL REPORT" PREPARED BY
ENGINEERING DESIGN GROUP DATED APRIL 17, 2017, JOB #175730 -1 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. 13378 -SG 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 DET. ERMINE 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 S!-!4LL 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.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ERIK GILMER AT (760) 557 -1601, 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.
OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES
1. POTABLE WATER WORKS 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 MOF
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 CAL /OSHA. 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 RIGH -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 DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE
PERMITTED.
12. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW
POINTS INT HE 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 NE 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.
OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES CONTINUED
13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM
A SIDE LOT LINE. A 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
DISTRICTS STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE
FIRE DEPARTMENT.
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 SECTION 15141 OF
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 15141
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 DOCUMENTS 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.
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 - LWD - (760)- 753 -0155
B. GAS & ELECTRIC - SDGE - (760) -438 -6200
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT - 760 - 632 -4642
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233
2. CON T RACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON 7-11S 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.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4241 SOFT
IMPERVIOUS AREA AFTER CONSTRUCTION: 8334 SQFT
INCREASE IN IMPERVIOUS AREA: 4093 SQFT
IMPERVIOUS AREA REPLACED: 4241 SQFT
TOPOGRAPHIC MAP PROVIDED BY:
DALE A. GREENE
P.O. BOX 143
BONSALL, CA, 92003
PHONE: 760- 525 -0264
PLS EXPIRES: 6 -30 -18
LEUCADIq WASTEWATER DISTRICT' WoTEt
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OWNER
JEFFREY R. WOODCOCK AND MICHELE C. WOODCOCK
239 MEADOW VISTA WAY
ENCINITAS, CA 92024
(858) 668 -6389
SITE ADDRESS
239 MEADOW VISTA WAY
ENCINITAS, CA 92024
LEGAL DESCRIPTION
PARCEL 4 OF PARCEL MAP NO. 15211, IN THE CITY OF ENCINITAS, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE
COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 20, 1988 AS FILE /PAGE
NO. 88- 183465 OF OFFICIAL RECORDS.
1'F�I�I�K3��31113C�T�5L
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 PR,0P_EkTY OR PUBLIC EASEMENTS.
DATE: Cf . . Z0 • (_;�'
- DATE:9 _11 - 11
SOILS ENGINEER'S CERTIFICATE
I, ERIN RIST 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 APRIL 17, 2017. 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 N TH AD N PLANS AND SPECIFICATIONS.
SIGNED:
RCE NO.: 65122 rtf
EXP. DATE: Cq-30 -17
ark;.
JOB #: 175730 -1 c
i C 6122
ENGINEERING DESIGN GROUP
2121 MONTIEL ROAD. Cyc¢(G. cL
SAN MARCOS CA 92069 M . 1
(760) 839 -7302 r.,.
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHA -L 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 EMPLDY ViENT AND
ARISING OUT OF THE RK PER MED BY THE ENGINEER. p
SIGNATURE: DATE:
BR AN M. ARDOLINO
PASCO LARET SUITER & ASSOCIATES
535 N. HIGHWAY 101
SOLANA BEACH, CA 92074
(858) 259 -8212
RCE EXPIRES 12 -31 -17
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.25 H: 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 2.5 '
MAXIMUM VERTICAL DEPTH OF FILL= 1.0'
CUT = ±240 C.Y. FILL = ±235 C.Y.
EXPORT = ±5 C.Y.
REMEDIAL = ±370 C.Y.
No. 71651
Exp. 12/31/17
LEUCADIA WASTEWATER DISTRICT OLIVENHAIN MUNICIPAL WATER DISTRICT ,FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION ENCINITAS FIRE DEPARTMENT
Pve41c so-we?, Sys-rpm pk?? bvAu POTABLE WATER SYSTEM APPROVAL
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D XTf_R S. WiisoN, P.E. - RC6 "DATE
'DEXtF2 67/30/2518 R DATE SIGN; I DATE SIGN DATE SIGN DATE DATE Id
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
DESIGNED BY.,
1 DRAWN BY CHECKED BK
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
ELEVATIONS ARE BASED ON SAN DIEGO COUNTY
SURVEYOR MONUMENT NO. 2013 -ECSD7 "PER
ROS22058- ELEVATION= 102.58
NAVD88.
HORIZONTAL: 1 " =10'
VERTICAL: NIA
)
PLANS PREPARED UNDER SUPERVISION OF
DATE: ZI•II
R.C.ENo.: 71651
BRIAN M. ARDOLINO
EXP.: 12 -31 -17
RECO MENDED: APPROVED-
0.
- -_��� /
JESS OWENS RANKBELOCK
- /0 3 I /10-14,97
DATE DATE
SIMPLIFIED GRADING PLAN FOR:
239 MEADOW VISTA WAY
259 - 590 -31 -00
13378 -SG
E AME DATE
• 17
O L� 1
EVIEWER INSPECTOR NIORENGINEER
SHEET 1 OF
PL SA 2682
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LEGEND
- -
PROPERTYLINE
RIGHT- OF- WAYLINE
EXISTING WATERLINE -
___ ------- _S ----- --
EXISTING SEWER LINE
- - - - 398 - -
EXISTING CONTOUR LINE
-
PROPOSED SETBACKS
PROPOSED BUILDING FOOTPRINT
PROPOSED PERMANENT BMP AREA, SEE DET. THIS SHT.
PROPOSED DECK PER ARCH PLANS'
PROPOSED BASEMENT WALL
PROPOSED PLANTER PER ARCH PLANS
-
CENTERLINE OF ROAD
38
PROPOSED CONTOUR LINE
PROPOSED RETAINING WALL, PER SDRSD C -6
_
PROPOSED STORM DRAIN INLET
_ =
PROPOSED STORM DRAIN
PROPOSED SO PUMP
o
PROPOSED PCC HEADWALL
TC
TOP OF CURB
FS
FINISHED SURFACE
FG
FINISHED GRADE
FL
FLOW LINE
FF
FINSHED FLOOR
FYSB
FRONT YARD SETBACK
SYSB
SIDE YARD SETBACK
RYSB
REAR YARD SETBACK
ISYSB
INTERNAL SIDE YARD SETBACK
TOP WALL
TW @FG
BOTTOM OF WALL
BW @FG
TYPICAL WALL ELEVATION
LOCATIONS SHOWN ON PLAN
NOT TO SCALE
2" HARDWOOD MULCH/ GRASS
COVER OR CITY APPROVED
EQUIVALENT
18" LAYER ENG[gp
'SEE W
4" PVC P6
IMPERMEABLE
GEOTECHNICAL RECOMME
CHANGE NO.
t
� D
\�p
EXISTING
WATER METER
X WIDE PCC --I" I I
RIBBON GUTTER
DRIVEWAY DETAIL
SCALE: 1" -20'
APPROXIMATE
LOCATION OF
SEWER LATERAL
3' WIDE PCC
RIBBON GUTTER
PRIVATE ROAD EASEMENT
BUBBLER PER MAP 15211
(TYP.)
9 PCC CURB W 4TER METER BOX i TE LOCATION
IMA
1 "PVC PIPE IS EXISTING AND APPROXROX IMA LATERAL
UNDER PRESSURE LOCATED OFFSITE OF
' SUMPPUMP
RIM 330.0, IE =324.3 - - - -
x X_ )ODEN PENCE
(330.41 FS i ° - x -..
v W v + m 4 "PVC 331.2 TG
.. f
331.0 TG
330.0IE . X
-
•n
,:.•:3.
07 TC - OVERFLOW @ 0.5% 29.8 330.8 FG 033.0(TYR) 1E
LIMP i d
cr- :400 SF 7330.9 FG 4 "PVC 330.9 FG 9.5 / 33 10 TG
. . 329.5
@0.5% cn 329.71E $ ° / x° @0.5% 33 8FG`: 4 "PVC '-
° @ 0.5%
°r e ° ct) `n ° � _. < P'CPAVEM T �,° t• - o
a< yER`COMPACTED, A. , : " i" MIN
� RE�OCkTEDe `'
30.0 \ ° SggR C. ° e ,NATURAL GRADE 1L
ao �' ° ° I EX STRUCTURES
TO SE REMOVED
Sg 331.0 FS ° i 3310 FS w
331.6 FG ° ° ° w_ 4 "PVC
BL6G 12 FS .. 5%
! Ly-
„�., •' . ` \, �� 331.4 FG 332.0 FS a OVERHEAQ 33 _ FF 331.6 _..
I 329.51E �� ' o - - - - ° ` :332.
,- -_-- PAD
_ � - - Q
b \
330.6 `
3 330.0FG A �- �y ; 1, c < - `V °'331.2FS d �I. C� ." :,
PVT. ROAD f 332.1 FS
EASEMENT PER EWER C. 0. TO 332. 1 FS
u
�..
MAP 1521 f \ 331.4 FG RELOCATED 4 t
� P b tJ
q.
3'
1.5' EX. A. C.
Oy a.. O
°e•
1. PROVIDE JOINTS PER G -10
2. CONCRETE SHALL BE 560 -C -3250
3' WIDE CONCRETE RIBBON GUTTER
OVERFLOW PIPE
DROUGHT TOLERANT
PLANTS (TYP.)
* BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM"
SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND,
20 -30% COMPOST OR HARDWOORD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES,
STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS.
** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA
OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION.
TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS
AREA DRAINING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6"
BELOW ADJACENT FINISHED SURFACE
BIORETENTIONAPEA DETAIL
NOT TO SCALE
NOT TO SCALE
33 0
e tk� p:
`L
330331.2 TG
o M ° 332.0 FS lam" 1 33041E
330
� i- �� %� ..
:-
331.4 FG
-- � " 332.1 FS
EX METERS TO
/ t 4 "PVC BLD RELOCATED 331.7TC q "rpC
`t @ 0.7% OVERHEAD ° \ @ 0.6%
-' Ip ! o,0 331.5 FG PCC CURB
a O EX. STRUCTURE TO
A 331.4- FG
V `, 330.0 FG a EMOVED ;
( \
.
2020 CAWT ►IkVEQ I ° xia 2 00 " 3 ..- ' 331.41 I G
8 R
- V A ENtRoRiNMENt
` 3'24.6 TW
EX STRUCTURE 0 y �\ 0.uoWANCEW< SWALE
�� ' (324.0) 8W BE REMOVED �� u \�� �� ° UNIT 1
330.OFG I 332.2 FS SINGLE-FAMIL Y RESIDENCE
3322 FS
��
33o FF = 332.2 a "PVc
332.1 FS PAD - 331.5 @ 0.7%
n � ,
324.7 TW h - \ ° BLDG! 332.1 FS „
(323.8) BIN \ \ �0 330.0 FG a ; OVERHEAQa 0 Q
a � � 332.1 fG Z-° e
BAS
326.2 TW 3310 Fri j \ 331.4 TO
v V v ° - 332.1 FS
331.6 FG
(3229) BW 331.5 FG v v 3320 FS ° 6 �_ 330.71E
v 331.5 FG
_ 331.1 TG v v 2.0%
330.01E
MIN
`.
•v \ 0
A 3311 FS 2. %
o
- -- _t
ti
4 "PVC 3314FL , v v MN
yr
, is
OVERHEAD
\\ @%
L
3312 TG
- -
% ?!� 330.2 IE \ \ \ \
\ 4 "PVC \
.8 FG
\ \v\ MIN
332.0 FGA o� A A 331.7 TG
�� •..�`'�L t t , A \ \ �i -V \° A \ \ V / 330.9 IE
24" PVC PIPE W/ BOTTOMLESS y 305.0 TW
(301.9) SW 331.4 TG v
BROOKS BOX WI LIDS = \ 331.8 FG
RIM 330.0 A 330.4 �_\
4" PVC 30 - E t% �.n
IE 324.3 OVERFLOW PIPE �,
DRIVEWAY v \ V \ - 332
CHECK VALVE °��� y y ` V " OPEN SPACE
BIORETENTION BASIN \ y�, y� � \, A �� EASEMENT PER
- FG 329 5
`;
- A �� 1 V DOC._ap_L P 41 m�
1 0 3329 FO
-t [ REC. o9 /zojE}
sTORMWATER BUBBLER NOTE - SPECIAL INSPECTION REQUIRED:
\\\4
(TYP.) GRAODING PLAN FINAL
COME FIRST, THE ENGINEER OF OF RECORD
�' (309.0)BW� v
�• ti, 332.79 FG
1" PVC PIPE - { W4� i t' `�"'..
PVC PIPE
SHALL FIELD SURVEY AND VERIFY THAT THE CONSTRUCTED IMPERVIOUS SURFACE IS 1`
ALTERNATING DUPLEX PUMP SYSTEM - 2 - LESS THAN 10,,000SF. A SIGNED AND STAMPED INSPECTION REPORT SHALL BE PROVIDED
TO THE ENGINEERING FIELD INSPECTOR. IF 10,000SF OR MORE OF IMPERVIOUS SURFACE +, 332.73 FG
HYDROMATIC SK60A2 NON CLOGGING ? ' r <,
SUBMERSIBLE PUMP W /0.6HP, 175ORPM, IS CREATED, THE PROJECT SHALL BE CONSIDERED A PRIORITY DEVELOPMENT PROJECT{ �\ t. t'�� 332.76 FG
230/1/60 MOTOR AND INTEGRAL LEVEL FOR PURPOSES OF STORMWATER QUALITY TREATMENT AND SHALL COME INTO FULL
CONTROL SWITCH (SEE SPECIFICATIONS AND COMPLIANCE WITH THE PROVISIONS OF THE NPDES MS4 PERMIT AND THE CITY OF
DETAILS PER BARRET ENGINEERED PUMPS) ENCINITAS BMP DESIGN MANUAL.
OR EQUAL GRADING PLAN
SUMP PUMP DETAIL MONUMENT NOTE: SCALE: 1" --10'
NOT TO SCALE THE CONTRACTOR SHALL E RESPONSIBLE FOR ANY MONUMENTATION AND /OR
BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH C,
POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION
BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO 10 5 0 10 20 30
PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS
APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED
CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. GRAPHIC SCALE IN FEET
DESCRIPTION APPROVED DATE BENCHMARK SCALE - U/LT ucoiBrvcu0r. u nvvrvor: �nc15ncu
BMA 1 ELEVATIONS ARE BASED ON SAN DIEGO COUNTY PLANS R R UNDER SUPERVISION OF
SURVEYOR MONUMENT NO. '2013 -ECSO 7" PER DATE: ltl'rI
ROS 22058- ELEVATION= 102.58 HORIZONTAL: 1 " =10' I D I�' I�
.. _ '
NA VD 88. ENG S NAME DATE
VERTICAL: N/A , , R.C.E. NO.: 71651
O - t%-d
EVIEWER INSPECTOR SENIOR ENGINEER BRIAN M.ARDOLINO EXP.: 12 -31 -17
ENGINEERING DIVISION APPROVALS
REC MMENDEDD- APPROVED:.
JESSE OWENS ��� ,WPANK BEL CK
/a 6/1 moo- y %y
DAT DATE
10' ISYSB
W@
m
roll
FG 331.7
332.0
CITY OF ENCINITAS - PUBLIC WORK, DEPARTMENT
239 MEADOW VISTA WAY
APN: 259 - 590 -31 -00
0.5%
TG I'
30.9FII+ '
I I,I
Ca
C
S
5' SYSBe
REMOVE EA(.04 D(n AND L-DWBR
57oRMOR+dN iNLzr6 -ro QdSute
D"WAAB AWAY fForl, SUILMitiLi.
DRAWING NO.
13378 -SG
SHEET 2 OF 3
PLSA2682
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STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO r:ONSTRUCTION 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
PROTECTED AGAINST EROSION BY' INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTR
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. CONTRACT
PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE COND
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OF
UNNECESSARILY, THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLAP
EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND P
GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPI
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. CONTRACT
STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SE
CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM ST
KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE Bj
STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STO
INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDE
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACT ORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
WITH THE CITY OF ENCINITAS STORMWATER POLLUTION' CONTROL REQUIREMENTS. THESE BMP NOTES I
AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUS
SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONS'
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM
CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACE[
ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FC
DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STF
WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATE
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASP
CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAE
APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HP
MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILL
ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES ARl
SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACT
PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON
SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACT
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 CON
ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOE ES THAT ARE GRADED 6:1
(HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT
SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE
MATERIAL AS APPROVED BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
13 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPETbF SNOW)
6.1/2 LB PER ACRE OF DIMORPHOLECA
T ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A
PUBLIC STREET OR RESIDENTIAL STRUCTURES.
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED
ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST
BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN
50% OF THE STRAW INTO THE SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH
15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
CHANGE NO. I DESCRIPTION 1APPROVED1 DATE
HYDROSEED NOTES
4. AREAS TO BE HYDI
A. ROUGHENIN,
1. TRACK
2. RIPPINI
B. CONDITIONIP
1. ADJUS
NOT SAT
2. THE AC
COVEF
GROWTH
5. HYDROSEEDED ARtAJ orlALL Flt MAIN IHINtU I rKUVIUt A VIVuKUUS UKUVVI H
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE
HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS
COMPLETED AND ALL SECURITY RELEASED.
LANDSCAPE EFFICIENCY BMP NOTES
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO
DETECT PLANT OR IRRIGATION SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
3. ERADICATION OF INVASIVE SPECIES
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED
5. REPLENISHING MULCH AS NEEDED
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
PLANT GROWTH
7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W /BATTERY BACKUP)
11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS "HYDROZONE"
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
ALLOWANCE)
BENCHMARK
ELEVATIONS ARE BASED ON SAN DIEGO COUNTY
SURVEYOR MONUMENT N0. 2013 -ECSD 7" PER
ROS 22058- ELEVATION = 102.58
NA VD 88.
SCALE
HORIZONTAL: 1 " =20'
VERTICAL: N/A
ADDITIONAL NOTES
1. EROSION CONTROL 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. DCIA
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.
-BI SILT vLwuvLu CY: UKHVVN GY: GHLCKLU
' V 1 PLANS PREPARED UNDER SUPERVISION OF
BMA bA4A
DATE. 411.r7
S NAME D TE
R.C.E. NO.: 71651
MINI 8-1 BRIAN RDOL(N
INSPECTOR SENIOR ENGINEER EXP.: 11 -31 -17
BAG INLET
TION PER
PHIS SHT.
'z
EROSION CONTROL PLAN
SCALE: 1 " =20'
LEGEND
PROPERTY
CENTERLINE OF ROAD
PROPOSED CONSTRUCTION
• qENTRANCE PER D
PROPOSED SANDBAG
_ PROPOSED
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE POSTS AND EXTEND IT
INTO THE TRENCH.
GRAVEL BAGS OVERLAP
ONTO CURB --\
RUNOFF WITH ENDS OVERLAPPED \�
INLET PROTECTION
TWO LAYERS OF GRAVEL BAGS
RUNOFF �// TWO LAYERS GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS
ACTS AS SPILLWAY GRAVEL BAG DETAIL
000l
GRAPHIC: SCALE IN FEET
ENGINEERING DIVISION APPROVALS
REC MMEND,ED- APPROVED:
J EE S
Jo KBELO C
DATE DATE
2. STAPLE EXTRA STRENGTH SILT FENCE TO
THE POSTS. POSTS ARE TO BE SPACED
CLOSER THAN STANDARD
PRE - MANUFACTURED SILT FENCE
PRODUCTS.
6 IN (15 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC
SILT FENCE DETAIL
COARSE
AGGREGATE
FILTER
FABRIC
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
SECTION A -A
NOTE:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
DITCH
ORIGINAL
GRADE
}
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CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT I DRAWING NO.
239 MEADOW VISTA WAY 13378 -SG
APN: 259 - 590 -31 -00
SHEET 3 OF 3
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CONSTRUCTION ENTRANCE DETAIL
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT I DRAWING NO.
239 MEADOW VISTA WAY 13378 -SG
APN: 259 - 590 -31 -00
SHEET 3 OF 3