2017-13689 G (Plans)RICH r 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 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
FnR 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 "05- 1147D2(1)" PREPARED BY ECSE, INC. DATED 5/1312005, AND UPDATE
DATED 01/16/2018, PROJECT# 051147DSHALL 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 DESIGi CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIi:'.E FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS rkND REGULATIONS.
8. GRADING AND EQUIPMENT OPERATING W:THIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BE WEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
SATUr DAYS, SUNDAYS AND CITY RECOGNIZED I:7LIDAYS.
NO GRADING C^ RATIONS 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 CITYAT LEAST 43 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 REQUIRE %1ENTS 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. 13689 -G
"AS 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 BACKF;LLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED
AND WILL DETERMINE THE SUITABP.1TY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING
OPERATIONS HE SHALL ST%:TE THAT Oi SERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS
SUPEKv1310N AND THAT ii' HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE
r rdr: THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE; ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURF.kCE WATER AND AVOID
DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT LROSION 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 CONTF "ACTOR'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 "RAPED, 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 WI1 H 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 "O THE DISPOSAL OF ANY SUCH MATERIAL.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TOM SANFORD @(760)685-5877
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 WITHOUTA PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMPAMP 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 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 O'R MAY HAVE A DRAIN THAT DISCHARGES
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARAT )R AND IS THEN FILTERED THROUGH A
CITY - APPROVED HYDROCARBON FILTER AND DISCHARG:::D INTO THE PUBLIC SANITARY SEWER
SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEt % A SEPARATE BUILDING PERMIT MAY BE
REQUIRED FOR THIS STRUCTURE.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION:
IMPERVIOUS AREA AFTER CONSTRUCTION:
INCREASE IN IMPERVIOUS AREA:
IMPERVIOUS AREA REPLACED:
t. SOFT
SOFT
,5M SOFT
0 SOFT
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A
MAXIMUM VERTICAL DEPTH OF CUT =
MAXIMUM VERTICAL DEPTH OF FILL = V -6"
CUT= 575 C.Y. FILL = 825 C.Y.
IMPORT= 250 C.Y.
REMEDIAL= 180 C.Y. (1' -6" REMOVAL AND RECOMPACTION UNDER AND 5' -0" OUTSIDE OF BUILDING AREAS)
DISTURBED AREA = 16,800 SQ.FT
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 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
PROTECTFO 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 DEW RTMENT CITY OF ENCINITAS AT (760) 633 -2770.
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) 753 -6466
D. TELEPHONE - SBC BEL'_ - (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.
LA COSTA AVE,
OWNER __�A `'
LISA RYAN - CHAPMAN
k
P.O. BOX 2134
LA JOLLA, CA 92038
SITE ADDRESS p 's, .. ,. P� JE
1459 BELLA AZUL CT. (1 t x 1
ENCINITAS, CA 92024 T O �" SITE
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APN:216- 122 -48 i
Xt
LEGAL DESCRIPTION i
PARCEL 4OF PARCEL MAP 20648, IN THE CITY OF ENCINITAS, �T1
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING
TO THE MAP THEREOF. FILED IN THE OFFICE OF THE COUNTY LEUC.dIA BLYU.
RECORDER OF SAN DIEGO, APRIL 28, 2009
VICINITY MAP
N.T.S.
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THE SITE.
I (WE) HEREBYAGREE TO INDEMNIFY, DEFEND, AND HOLD CITYAND CITY'S
OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST
ANYAND ALL LIABILITIES, CLAIMS, D.71ANDS, ',\USES OF .CTIONS, LOSSES,
DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEF F' SE THEREOF, ARISING
OUT OF, OR IN ANY MANNER CONNECTED DIREC P_v O:, NDIRECTLY WITH ANY
ACTS OR OMISSIONS OF OWNER OR OWNER'S AGE, _ EMPLOYEES,
CONTRACTORS, SUBCONTRACTORS, OFFICIAL OFFi , =RS, OR REPRESENTATIVES
FOR ANY AND ALL WORK OR CONSTRUCTION COV: RED IN THE PERMIT OR
CONNECTED DIRECTLY OR INDIRECTLY TO THE PER(AIT OR APPROVED PLANS
WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE:
SOILS ENGINEER'S CERTIFICATE
DATE: iZ
I, 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 1`/11/2009 AND FOR
AN UPDATE ON 01/16/2018. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE O'=FICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
REPORT FOR THIS PROJECT HAVE1 BEEN (INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED: Lk.,SL I b .i i9a6
Mamadou Saliou Diallo, P.E.
RCE NO.: 54071, GE 2704 g?,ofESS /pN
EXP. DATE: 12 -31 -19 Q apU S. p
COMPANY: EAST COUNTY SOIL CONSULTATION & ENGINEERING, INC. �T o n
ADDRESS: 10925 HARTLEY ROAD, SUITE I GIIF�704 m
SANTEE, CA 92071 1l 00�... A"G �4
PHONE: (619) 258 -7901 �?
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 ENCIN'TAS 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 ANE EMPLOYMENT AND
ARISING OUT OF THE WQRK PERFORMED BY THE "I ,INEER.
1�ytJFEBSt{}� -
SIGNATURE: DATE: 'L 4-7h e J 1Y
irrilbW J.HRANEK
RESSTRUCT .* C64428
4630 BORDER VILLAGE RD; SUITE N -283, SAN YSIDRO, CA 92173
(760) 415 -3611 sy 10- p
RCE 64428; EXP. 6 -30 -19 FFoFrhxdliC
BMP PROJECT STATUS
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17. THE REMOVAL OF ANY AND ALL C!TY 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 CLEARI Y LABELED TO BE
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN' iF APPROVED IMPROVEMENT'S ARE IN CONFLICT
WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE
REMOVAL.
LEUCADIA WASTEWATER DISTRICT
PUBLIC WORKS
PLANNING DIVISION
PARKS AND RECREATION
OLIVENHAIN MUNICIPAL
WATER DISTRICT
ENCINITAS FIRE DEPARTMENT
ER SYSTEM APPROVAL
P OVED PUBLIC SEWER
LWD DISTRICT ENGINEER
QQD,4 C33692
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e S. Wilson, `1 Date
Dexter Wilson Engineering, Inc. 6/30/2018
Firm Ex o. Date
APPROVALS DESIGNED
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SI DATE
S N DATE
SIGN DATE
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AIGN DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
�AS,7BUILT
BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS
- DEVELOPMENT SERVICES DEPARTMENT
_
DRAWING NO.
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CITY OF CARLSBAD CONTROL "CLSB -019"
STAMPED "RCE 30724"
LOCATED AT THE CENTER OF BLOB,p
190' S'LY OF INT OF BELLA VISTA DR.
& BELLA LAGUNA CT 20' E'LY OF C/L
31s-i
iNT
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 02120/2018
R.C.E. NO.: 64428
AOY !s
H RANEK EXP.: 6 -30 -19
RECO E APPROVED:
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S OWAK CHRISTOPHER . MAG OSKU
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PATE 7' u -` DATE �� Z���O
GRADING PLAN FOR:
1459 BELLA AZUL CT. ENCINITAS CA 92024
LISA RYAN- CHAPMAN
PLANNING (;ASE NO. 16 -120 DRMOD /CDP APN: 216- 122-48
G�±
13689 �V
PUBLIC WORKS
J. DATE
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PLANNING
REVIEWER
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INSPECTOR
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PER SDRSD C-2 (TY ) ,
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BENCHMARK
CITY OF CARLSBAD CONTROL "CLSB -019"
STAMPED "RCE 30724"
LOCATED AT THE CENTER OF BLUB,
190' S'LY OF INT. OF BELLA VISTA DR.
& BELLA LAGUNA CT. 20' E'LY OF C/L
DATUM:NAVD88
-BUILT AP
S'
PV
' RETAINING WALT S
PER SDRSD G7 (TYP.)
340,0 EXISTING 6" SDR
334,0 -° _ OUTFLOW PIPE --
` -. TO REMAIN
INT. DATE PLANS PREPARED UNDER SUPERVISION OF
DATE: 02/2012018
R.C.E. NO.: 64428
Y+
( ANT NY , HRANEK EXP.: 6 -30 -19
FG 333.7
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8EE BH DE1
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333.0
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'�(9Q�i91'C(911
328,7
X
333.9
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OPEN SPACE EASEMENT
PER DOC, 2009-0180118
REC, 4/9/2009
IE
13
1.1
1
1
1
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►
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►
►
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1
1
1
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1
1
1
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LECFNC)'
--------- PROPERTY LINE
- BUILDING SETBACK
PROPOSED NEW BUILDING OUTLINE O
--- - - - - -- EXISTING OPEN SPACE EASEMENT
............. EXISTING STEEP SLOPE EASEMENT
PROPOSED CONTOUR LINE
PROPOSED 6" DRAINAGE PIPE WITH 6" INLET
PROPOSED 6" PERFORATED SUBDRAIN AND OUTLET
PROPOSED MASONRY RETAINING WALL. PER SDCRSD C -3
PROPOSED POOL RETAINING WALL (PER SEPARATE PERMIT)
PROPOSED BUILDING RETAINING WALL (PER SEPARATE PERMIT)
PROPOSED HEADWALL 4 RIP RAP DISSIPATOR-
SEE BMP DETAIL SHEET 3
PROPOSED POOL AREA
0 PROPOSED POROUS PAVERS
PROPOSED PCC PATIO 4 DRIVEWAY
® PROPOSED EtIORETENTiON BMP AREA v
PER DETAIL THIS SHEET (�
EXISTING RIP RAP ENGERGY
DISSIPATOR
FS FINISHED SURFACE
FIGS FINISHED GRADE
FF FINISHED FLOOR
IE INVERT ELEVATION
SITE CONSTRUCTION NOTES:
EXISTING SANITARY SEWER LATERAL PER 941 G 4 1
a PERMEABLE PAVER DRIVEWAY PER
TYPICAL SECTION SHEET 3
OFCC DRIVEWAY INSTALLED ON 6'I CLASS 2 BASE
aPROPOSED MASONRY RETAINING WALL
4 TYPE I PER SDRSD C -I
ENGINEERED POOL WALLS PER SEPERATE PERMIT
®FCC PATIO - ETCHED FINISH
BIO RETENTION AREA PER DETAIL SHEET 3
®
FCC PAVER STEPS - BUILT INTO GRADE
DEEPENED SECTIONS AS NEEDED, ETCHED FINISH
EslCONCRETE STEPS - BUILT ON GRADE
ETCHED FINISH. MIN, 12" TREAD- PER SEPARATE PERMIT
ROADSIDE TREATMENT SWALE - TO BE
10 REHABILITATED BY OWNER
II PEDESTRIAN GATE
O I2AUTOMATED VEHICULAR GATE - MIN, 16' -O"
CLEARANCE WHEN OPEN. KNOX BOX INCLUDED
t3 EXISTING WATER LATERAL PER 941G 41
NOTE: 51ORETENTION BASIN TO
BE PLANTED WITH FOLLOWING
DROUGHT TOLERANT, DEEP ROOTED
PLANTS - SEE LANDSCAPE PLANS
FOR DETAILS:
BACCHARIS PILULARIS (DWARF COYOTE BUSH)
SALIVA LEUCANTHA (MEXICAN BRUSH SAGE)
LANTANA MONTEVIDENSIS (GROUND COVER)
PHORUIUM TENAZ (NEW ZEALAND FLAX)
PRIVATE PUMP STATION DESIGN REQUIREMENTS
IT IS REQUIRED BY LWD THAT THE PUMP STATION SHALL:
1. COMPLY WITH CALIFORNIA PLUMBING CODE CHAPTER 7 SECTION 710.0
2. HAVE DUAL PUMPS
3, HAVE A HIGH -LEVEL ALARM
4, HAVE A PUMP FAILURE ALARM
5. HAVE A SYSTEM WHEREBY THE ABOVE ALARMS ARE NOTICEABLE FROM THE
RESIDENCE (AUDIO, VISUAL, SERVICE, ETC.)
IT IS RECOMMENDED BY LWD THAT THE PUMP STATION HAS
1. A CHOPPER OR GRINDER PUMP
2. A SERVICE CONTRACT
3. AN ALARM SERVICE CONTACT RESPONSE
NOTE: IF PRIVATE PUMP STATION DOES NOT CYCLE SEVERAL TIMES PER DAY, ODORS MAY
OCCUR AT DISCHARGE POINTS. THIS IS COMMON WHEN RETURNING FROM VACATION
Res Ifft1wrt
CIVIL ENGINEERING > 6TRUCTURAL ENGINEERING • LAND PLANNING
SCALE ■ 111=10" 4630 BORDER VILLAGE RD: STE, N -283
SAN DIEGO, CA 921-M
TONY a RESSTRUCT.COM
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
RECOM ND APPROVED: GRADING PLAN FOR:
1459 BELLA AZUL CT., ENCINITAS, CA 92024 13689 -G
STE AK CHRIST HER L. MAGOOSKU LISA RYAN - CHAPMAN
DATE 7- l � DATE
3-/2'Zo�B PLANNING CASE NO, 16-120 DRMOD /CDP APN: 216- 122-48 SHEET 2 OF 4
334 O ,
T 40.0
;.�•'
334,8
H
G 334.0
IE 333.
333.6
x
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' RETAINING WALT S
PER SDRSD G7 (TYP.)
340,0 EXISTING 6" SDR
334,0 -° _ OUTFLOW PIPE --
` -. TO REMAIN
INT. DATE PLANS PREPARED UNDER SUPERVISION OF
DATE: 02/2012018
R.C.E. NO.: 64428
Y+
( ANT NY , HRANEK EXP.: 6 -30 -19
FG 333.7
PCC pW4
8EE BH DE1
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._._.,...___.._..._mil
333.0
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F(; 333.0
'�(9Q�i91'C(911
328,7
X
333.9
X
OPEN SPACE EASEMENT
PER DOC, 2009-0180118
REC, 4/9/2009
IE
13
1.1
1
1
1
►
►
►
i
►
►
/
1
1
1
1
1
i
1
1
1
1
1
LECFNC)'
--------- PROPERTY LINE
- BUILDING SETBACK
PROPOSED NEW BUILDING OUTLINE O
--- - - - - -- EXISTING OPEN SPACE EASEMENT
............. EXISTING STEEP SLOPE EASEMENT
PROPOSED CONTOUR LINE
PROPOSED 6" DRAINAGE PIPE WITH 6" INLET
PROPOSED 6" PERFORATED SUBDRAIN AND OUTLET
PROPOSED MASONRY RETAINING WALL. PER SDCRSD C -3
PROPOSED POOL RETAINING WALL (PER SEPARATE PERMIT)
PROPOSED BUILDING RETAINING WALL (PER SEPARATE PERMIT)
PROPOSED HEADWALL 4 RIP RAP DISSIPATOR-
SEE BMP DETAIL SHEET 3
PROPOSED POOL AREA
0 PROPOSED POROUS PAVERS
PROPOSED PCC PATIO 4 DRIVEWAY
® PROPOSED EtIORETENTiON BMP AREA v
PER DETAIL THIS SHEET (�
EXISTING RIP RAP ENGERGY
DISSIPATOR
FS FINISHED SURFACE
FIGS FINISHED GRADE
FF FINISHED FLOOR
IE INVERT ELEVATION
SITE CONSTRUCTION NOTES:
EXISTING SANITARY SEWER LATERAL PER 941 G 4 1
a PERMEABLE PAVER DRIVEWAY PER
TYPICAL SECTION SHEET 3
OFCC DRIVEWAY INSTALLED ON 6'I CLASS 2 BASE
aPROPOSED MASONRY RETAINING WALL
4 TYPE I PER SDRSD C -I
ENGINEERED POOL WALLS PER SEPERATE PERMIT
®FCC PATIO - ETCHED FINISH
BIO RETENTION AREA PER DETAIL SHEET 3
®
FCC PAVER STEPS - BUILT INTO GRADE
DEEPENED SECTIONS AS NEEDED, ETCHED FINISH
EslCONCRETE STEPS - BUILT ON GRADE
ETCHED FINISH. MIN, 12" TREAD- PER SEPARATE PERMIT
ROADSIDE TREATMENT SWALE - TO BE
10 REHABILITATED BY OWNER
II PEDESTRIAN GATE
O I2AUTOMATED VEHICULAR GATE - MIN, 16' -O"
CLEARANCE WHEN OPEN. KNOX BOX INCLUDED
t3 EXISTING WATER LATERAL PER 941G 41
NOTE: 51ORETENTION BASIN TO
BE PLANTED WITH FOLLOWING
DROUGHT TOLERANT, DEEP ROOTED
PLANTS - SEE LANDSCAPE PLANS
FOR DETAILS:
BACCHARIS PILULARIS (DWARF COYOTE BUSH)
SALIVA LEUCANTHA (MEXICAN BRUSH SAGE)
LANTANA MONTEVIDENSIS (GROUND COVER)
PHORUIUM TENAZ (NEW ZEALAND FLAX)
PRIVATE PUMP STATION DESIGN REQUIREMENTS
IT IS REQUIRED BY LWD THAT THE PUMP STATION SHALL:
1. COMPLY WITH CALIFORNIA PLUMBING CODE CHAPTER 7 SECTION 710.0
2. HAVE DUAL PUMPS
3, HAVE A HIGH -LEVEL ALARM
4, HAVE A PUMP FAILURE ALARM
5. HAVE A SYSTEM WHEREBY THE ABOVE ALARMS ARE NOTICEABLE FROM THE
RESIDENCE (AUDIO, VISUAL, SERVICE, ETC.)
IT IS RECOMMENDED BY LWD THAT THE PUMP STATION HAS
1. A CHOPPER OR GRINDER PUMP
2. A SERVICE CONTRACT
3. AN ALARM SERVICE CONTACT RESPONSE
NOTE: IF PRIVATE PUMP STATION DOES NOT CYCLE SEVERAL TIMES PER DAY, ODORS MAY
OCCUR AT DISCHARGE POINTS. THIS IS COMMON WHEN RETURNING FROM VACATION
Res Ifft1wrt
CIVIL ENGINEERING > 6TRUCTURAL ENGINEERING • LAND PLANNING
SCALE ■ 111=10" 4630 BORDER VILLAGE RD: STE, N -283
SAN DIEGO, CA 921-M
TONY a RESSTRUCT.COM
ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
RECOM ND APPROVED: GRADING PLAN FOR:
1459 BELLA AZUL CT., ENCINITAS, CA 92024 13689 -G
STE AK CHRIST HER L. MAGOOSKU LISA RYAN - CHAPMAN
DATE 7- l � DATE
3-/2'Zo�B PLANNING CASE NO, 16-120 DRMOD /CDP APN: 216- 122-48 SHEET 2 OF 4
OLIYENHAIN MUNICIPAL
WATER DISTRICT NOTES:
ENTIRE SITE WITH
MONUMENT NOTES:
I = �,� z3o -11 1- 11.1....__ 1,1
1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN . _]I_ �` WALL TO REMAIN
THE MOST RECENT EDITION OF THE OLNENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND - y II _ 1 - ',.L r'I .,y i mts° !Y ar BUILT PER DWG, S41-G
DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO _ ` r A5HED LINES REPR£S£NT' s
ON THE JOB SITE AT ALL TIMES. Y OF THE STANDARD SPECIFICATIONS FOUND 4 ACCEPTED 3/4" IRON PIPE a TAG NORTNEAET CORNER, 61n, WI /4, S 1/4 SECTION 35 I • i - _! y - _ . ,_ 1'
THE DISTRICT APPROVAL DATE ON Il -. G GRADE r - PROPOSED RETAINING
(SHOP MARKED "LS 5335" PER PM %19 - FOUND 4 ACCEPTED 3/4" IRON PIPE 4 TAG - - Q ty ! '.EXISTING
MARKED "L5 5335" PER PM i %19 -' $' -6' WALL PER SDRSD C -2
THESE CONTRACTOR SHALL HAVE A COP
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS SHOP DRAWINGS, SIX SETS AS REQUIRED BY THE STANDARDir 4" MAX HT.)
SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S - - _ - -- - _
INSPECTOR. S39 °27'27^E410.29' CROSS SECTION A I�. -) BIO - RETENTION BASIN
WEEKS MINIMUM IN Y. THE TIME AND DURATION OF ANY - 7r - • - - - _ LOWER PAD 4 YARD 334.25
3 SHUTDOWNS EOF EXISTING NC INSANY LL BE SUBJECT TO APPROVAL Y THE EDISTRICT. DISTRICT SHALL BE NOTIFIED TWO �� - - -. -� Q - - ° - - _ �,� (SEE DETAIL THIS SHEE
1 - - 1 11 1
_,
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. r
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH.CAUOSHA. ACOPY 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 b -
DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF y'
THE PROJECT. ROW
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) w
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. BELLA AZUL CT. 356.
9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY .I I I_ _1 _
3/4" IRON PIPE • TAG - . - i _
WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC FouNO a ACDEPTED I 1 - - RETAINING WALLS
CENTERLINE OF FINISH GRADE OF STREET. MARKED'LS 5335^ PER PM I %w -
10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES SDRSD C -2 W
a
I' fCi I - -. I' - IF-
BELOW
11. ALL DEFLECTIONS HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° MAXIMUM �;- -- - "- -_ - _ l�A
DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. - - _ I - -� ll ,.i. ri _ UPPER PAD 345,25
12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN '�., ', -1 1 I n -._ _ II rj -' 1 • _ _- - _ ` l _ _ _ _ _ _ _ _ _ _ - _ -_ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _Y WALLOPER SEPARATE
PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS ` s= Y - - - - -
_ {0001 PERMIT
OTHERWISE APPROVED BY DISTRICTS REPRESENTATIVE. FIRE HYDRANTS MAYBE 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. m 9p
U IT IT
13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A3/4-INCH , EXISTING GRADE
_ . �- r
HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE �R1° "Tao s / ,_ _ LOWER. PAD, 05E rQND_) _33-4, .5 _
"4
CROSSINGS. % CROSS SECTION B -' - - -
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT~' O -\- ` - i /, i y h` _ - - - - ' _ -
THE DISTRICT'S PRIOR WRITTEN i ,1
CONSENT. o,
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. e T- t
16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY a
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. �� V GS• ILL
19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR �o,�,,o- p� j
TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE m j
20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD
Pp'yoi P
SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, BOND BEAM POOL WALL
VALVES (CLOSED) AND APPURTENANCES. � � I PER S£PARAT£ PERMIT
21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD pe j
SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. ' BACTERIOLOGIC QUALITY TEST
RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. UPPER PAD 345 25 RETAINING WALLS
22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE 't T1t' _ _` .. _ _ _ PER SDRSD C -2
L i 1, `r "C _ s „y`
POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES � - � � - t - � - � -, _. , '' 1 - -'- s �,DOL _ -' - _ _ _ 15'-4" MAX HT.)
23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE CR Iis,l``" -"�"�i �-iil,�, 11 ` �' . -L , . rr T ��i .rt''.„� - �.1.,. I� 1 - '''" ° - _ 10 REMAIN
T
gLOP£ "
PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK _ EXISTING IyATURAt-
WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE %' - " DASHED LINES REPRESENT - I - - l - �- - - -
ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY ,'t w EXISTING GRADE - u n' ,1 i. 1- �. _- - ° ) LOWER PAD 334,25
- - _ _
WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. " CROSS SECTION C - 'tI °; I' -fc'- °-".
24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE ' '• MRS
-,
,
DISTRICT.
�' "� ... , ., '�Lt- .E.� L� - sue,, -�1r
25. ALL BURIED FITTINGS AND VALVES SHALL BE WAXTAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD 2'2eo °z
SPECIFICATIONS.
ROW RETENTION AREA SHALL BE LEVEL
AND DEPRESSED A MINIMUM OF 6"
APPROVED FROM THE SURROUNDING GRADE
! COBBLE ENERGY DISSIPATOR GRATE INLET
LEUC,4D I,� UJ,4STEUJ,4TER DISTRICT NOTES: I PROPOSED 4'-O Hr.
I spur RAIL FENCE EEP ROOTED, DENSE, DROUGHT TOLERANT
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR 6" x 12" PCC CUTOFF WALL
I y PLANTS SUITABLE FOR WELL DRAINED SOIL
FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER
i EfVC
CONSTRUCTION. j m
2. ' 4�
ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD I C R4 PCC w E QOM AREA pR41N8,Oe 1, r 3 2 -3" HARDWOOD MULCH /GRASS COVER,
SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS TOFF wa:L -
I PROTECT w PLACE. OR CITY APPROVED EQUIVALENT
CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF REPAIR/REPLACE OTECT As 4 " -6" LAYER SMOOTH y , '� ; •. 4' ✓ ,
CONFLICT THE LWD SEWER STANDARDS GOVERN. I NEEDED- � BBREarg � �mluM (3 " -4")
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES
WITHOUT EXCEPTION. EXISTING TYPE a-z
w� � GUTTER
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBS ITE ATALL PROTECT IN PLACE 4" PERFORATED PVC PIPE S" - Iz" ' v ° 24" LAYER ENGINEERED SOIL
TIMES PLACE PIPE WITH �`� ' ; �. - PPE i �!� • SEE NOTE BELOW
G"
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE ,-} ° n.. m° ° PERFORATIONS .l z .r RISER
BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS
r r AT THE INVERT l
,� � r �.1 a n „1,, y .�.5 " i
WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD, � ° ° -
6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL I2° LAYER - 3`-4" �� ` : > 2 " -3" LAYER OF 318" GRAVEL
PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. ^ CRUSHED 'ROCK ' "" � �° e ✓� 2' -3' COVER OVER PIPE
7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION
OF, OR THE EXISTENCE OR NON -EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF y amx i _ r' 2" MIN.^^»
THIS PROJECT d T ' , 1 SEE NOT
8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO I2" LAYER -U4" GRAVEL P =° " z 12" LAYER OF 3/4" GRAVEL
'ix'z ,?.ra"''� s-,- ".�dii.^+'„,,. ,.. N vs�°>«.,. BELOW z"^? �'s" t" ^SEE NOTE BELOW
CONSTRUCTION. ,
9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD
INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL
ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR OR AS APPROVED BY DISTRICT ENGINEER. CROSS SECTION D TIE 6
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS TIE a" PERFORATED PVC " PVC PIPE INTO
APPROVED BY LWD ON THE PLANS. EXISTING RoapslDE sWALE- NTS PIPE INTO RISER EXISTING OUTFLOW PIPE
11. A2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL BY THE CONTRACTOR.
REHABILITATION,
12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A2"
COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE A MINIMUM 24" DEEP "SANDY LOAM"
SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50% -6096
EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. SAND, 20%-3096 COMPOST OR HARDWOOD MULCH, AND 20% -3096 TOPSOIL,
13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. Nag° 34• IV W 230.07•
14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT - 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED
THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN,
BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO S0UTHEA6T CORNER, WI/4, SWIM SECTION 35 THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED
PAVING. FOUND.: ACCEPTED 3/4" IRON PPE < TAG ON CITY OF ENGINITAS BMP DESIGN MANUAL CALCULATIONS.
"LB
16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE MARKED 5335" PER PM 1 %i9'
WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, _ tO���`* I�IO* I DETAIL.
STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE f EI `l I V f-h
NAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE
IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. NTS
17. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8 -INCH DIAMETER CONTRACTOR SHALL CUT IN
A NEW WYE PER ABOVE OR MAY USE A SUITABLY SIZED ROMAC STYLE "CB "SEWER SADDLE PER STD. DWG. S- 3 2.
18. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE
SEWER. PLUGGED AND SIGNIFICANT ONOFPLANEN OADOWNSTREAM SEWER, DEPARTMENT NOTES- MONUMENT NOTE
SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER,
REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NbNUMENTATION AND/OR
REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE 1. ALL FIRE APPARATUS ACCESS SHALL HAVE AN LMUBSTRUCTED VERTICAL BENCHMARKS WHICH WILL DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH INSTALL CITY APPROVED
THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED CLEARENCE OF NOT LESS THAN 1.3 FEET 6 INCHES. CRC 503.2.1. VOID FILLER - 1/8 " - 3/8" (NO.$)
POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE CRUSHED AGGREGATE ORCO AQUaBRic OR CITY
ALL THE WAY LN S ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL E TWO ALIGNED TOGETHER AND THE 2. FIRE ACCESS ROADS SHALL, BE DESIGNED AND MAINTAINED TO SUPPORT THE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CML
REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED AUTHORIZED TO PRACTICE LAND,SURVYING. A CORNER RECORD OR RECORD APPROVED EQUIVALENT
REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL WEATHER DRIVING OF SURVEY, AS APPROPRIATE, SHALL E E FILED BY THE LICENSED LAND
19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING PCP. FOR CAPABILITIES. AMENDMENT 503.2. OF
CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND °o" -',' / !' -' !s% I" OF I/8" /-
3. THE GRADIENT FOR AFIRE APPRATUS ROADWAY; THIS GRADE SHALL NOT 6 x 16" o ° o / /
USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH o o SURVEYOR'S ACT. J ' i %/ i / „1 CRUSHED AGGREGATE
EXCEED 20 /o. GRADES EXCEEDING 1.5 /o (INCLINE OR DECLINE) ON FIRE PCC FLUSH CURB o o '
MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO
MATCH THE OUTSIDE DIAMETER OF APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGA TION.
CHOKER COARSE - 2'
THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, MINIMAL MITIGATION SHALL BE A SURFACE OF PORTLAND CONCRETE (PCC). WITH o
GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIR DIRECTION OF TRAVEL, OR ° o a ` - _ ` m ' �'.y x ;' THICK OF 3/$" - 1/2" (NO,51)
CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. EQUIVALENT TO ENCHANCE TRACTION THE ENTIRE LENGTH OF THE GRADE. " o 3$
ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL - MIN. 6" THICK 3/4" a o ° e ° "�'r e'" " ice:;' z {- c- ..`- x'';,`°,- s'; ''' `"' ; tr'� :?`:a { „ i , T =' CRUSHED ROCK
NOTE TO CONTR>> ACTOR
CRUSHED ROCK -REFER o °o °o o Y Y Z ' ` , ; `'r -
20. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8 -INCH DIAMETER CONTRACTOR SHALL CUT IN °. ° ° o �-, -. " z� �°u �°� �•, , s �:?�` r', ��� �
A WYE PER ABOVE OR MAY USE A SUITABLY SIZED ROMAC STYLE "CB" SEWER SADDLE PER STD. DWG. 5 -32. TO MANUFACTURER SPECS
,;.
21. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM UTILITIES ARE KNOWN TO EXIST IN THE AREA INFORMATATION SHOWN HEREON IS FOR FIRE APPARARTUS (H -20)
A
If
PPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOADING - IF APPLICABLE - - i p
'
CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED LOCATION OF EXISTING UTILITIES IS UNKNOWN. CONTRACTOR TO FIELD VERIFY - L SUBGRADE cs
REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND ' CIVIL ENGINEERING •STRUCTURAL ENGINEER NG > LAND PLANNING,
APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. LWD MNY REQUIRE TEMPORARY CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY
PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES F'ERMEASLE PAVER SECTION -4630 BORDER VILLAGE RD: STE. N -2153
ALLOWED. UPON DISCOVERY OF DISCREPANCY. SAN DrGa, CA 52113
NTS TONY a RESSTRUC:T.COM
CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY' CHECKED BY:
BENCHMARK AS UILT APPROVALS TS TS TH ENGINEERING DIVISION APPROVALS CITY OF ENGINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
AS -gtvrLr -fig INT. DATE PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR:
STAMPED "RCE307 CONTROL "CLSB -019" / a5� PUBLIC WORKS DATE: 02/20/2018 RECD E APPROVED:
LOCATED AT THE CENTER OFBLUB, AN O J NEK DATE NIA 1459 BELLA AZUL CT., ENGINITAS, CA 92024 13689 -G
190' S'LY OF INT. OF BELLA VISTA DR. PLANNING A R.C.E. NO.: 64428 ST ' NOWAK CHRIST HER L. MAG SKU LISA RYAN - CHAPMAN
& BELLA LAGUNA CT 20' E'LY OF C/L "3 -( REVIEWER � KlI;Illl APN: 216 - 122-48
DATUM: NAVD88 ENGINEER DATE INSPECTOR AN NY J.HRANEK EXP.: 6 -30 -19 DATE DATE g �, .,,.,,.,_ ,..�_ .,,. „ ,n...,-,...-,,...- SHEET 3 OF 4
EIROS ION CONTROL FLAN
EXISTING DRAINAGE
BASIN - TO REMAIN
OPEN SPACE EASEMENT
PER DOC, 20CS -0100118
REC. 4/9/2009
FUEL MODIFICATION LIMITS
SILT PENCE
PER DETAII
NOTE: CONTRACTOR TO MODIFY CONSTRUCTION
ENTRANCE AS NECESSARY,
CONSTRUCT AND PLACE ALL SEDIMENT BARRIERS
TO CHANNEL RUNOFF INTO APPROPRIATE COLLECTION
AREAS (TEMPORARY DE- SILTATION BASIN)
LEGEND
GRAVEL BAGS PER DETAIL "A" THIS SHEET
TEMPORARY CONSTRUCTION ENTRANCE -
2"-3" CRUSHED ROCK - MINIMUM &" DEPTH
SLOPE TO TEMPORARY DRAINAGE
DITCHES AS NOTED
TEMPORARY DE- SILTATION BASIN -
' ° V -3" CRUSHED ROCK. MIN, 12" DEPTH
TEMPORARY OUTFLOW PIPE LOCATED
6" FROM TOP OF BASIN,
HYDDO- SEEDING AREA. STRAW MATTING USED IN
ADDITION TO OR IN PLACE OF HYDRO - SEEDED AREAS -
AS REQUIRED
-X -X X- SILT FENCE - PER DETAIL "B° THIS SHEET
-Sr Sr ST- STRAW WADDLE, NOTE: STRAW WADDLE TO BE BURRIED
2" BELOW TOP OF GRADE, WOOD STAKES USED MINIMUM
OF EVERY 8' TO SECURE WADDLE.
DETAIL "A" - GRAVEL $AGS
GAP BETWEEN BAGS ACTS
AS SPILLWAY
RUNOFF
TWO LAYERS OF BAGS WITH
f ENDS OVERLAPPED
DETAIL "8" - SILT FENCING
I. SET POSTS AND EXCAVATE
A 4" X 4" TRENCH ❑PSLOPE
FROM AND ALONG THE LINE
OF POSTS
2, STAPLE WIRE FENCING TO
THE POSTS
3, ATTACH THE FILTER FABRIC
TO THE WIRE FENCE AND EXTEND
IT INTO THE TRENCH
J
4.) BACKFILL AND COMPACT THE SOIL
IN AND ADJACENT TO THE TRENCH.
w4
'' Res 86ywt
CIVIL ENGINEERING + STRUCTURAL ENGINEERING * LAND PLANNING
4630 ISORDER VILLAGE RD: GTE. N-263
SAN DIEGO, CA 33113
TONY - RESSTRI.ICT.COM
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
A -BUILT APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEE ING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
TS
TS
TH
f
S- 6 lf-
SRO
13_?.i&_tcl
CITY OF CARLSBAD CONTROL "CLSB -019"
STAMPED TT CENTER
LOCATED AT THE CENTER OF BLOB,
190' S'LY OF INT. OF BELLA VISTA DR.
& BELLA LAGUNA CT. 20' E'LY OF C/L
DATUM: NAVD88
s-tg
INT
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 02(20/2018
R.C.E. NO.: 64428
ArPNY J. HRANEK EXP.: 6 -30 -19
REC APPROVED:
A. _ C% ,\ / � �
STEVE NOWAK CHRIST PHER L. MAG�D SKU
DATE DATE 3'1Z'Gv�g
GRADING PLAN FOR:
1459 BELLA AZUL CT., ENCINITAS, CA 92024
LISA RYAN - CHAPMAN
PLANNING CASE NO. 16 -120 DRMOD /CDP APN: 216- 122 -48
13689 G
PUBLIC WORKS
ANT i J I DATE
-(
PLANNING
�
REVIEWER
` J
,y
C ffY ENGINEER DATE
INSPECTOR
21
11
SHEET 4 OF 4