2017-13689-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 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 "05- 1147D2(1)" PREPARED BY ECSE, INC. DATED 5/13/2005, AND UPDATE
DATED 01/16/2018, PROJECT# 051147D 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 ORA 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
SATUPDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS BEEN
HELD ONSITE W'TH 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 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. 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 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 CLEAT ED 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.
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TOM SANFORD (P(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.
1. FOR STORM WATER POLLUTION CONTROL PURPOSES,I 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 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 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.
IMPERVIOUS AREA
IMPERVIOUS AREA PRIOR TO CONSTRUCTION:
IMPERVIOUS AREA AFTER CONSTRUCTION:
INCREASE IN IMPERVIOUS AREA:
IMPERVIOUS AREA REPLACED:
0 SOFT
7,420 SQFT
7,420 SQFT
0 SOFT
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A
MAXIMUM VERTICAL DEPTH OF CUT = 3' -6"
MAXIMUM VERTICAL DEPTH OF FILL = 2' -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 ASIGN 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.
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) 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.
LA COSTA AVE.
OWNER
LISA RYAN - CHAPMAN
P.O. BOX 2134
LA JOLLA, CA 92038
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LEUCADIA WASTEWATER DISTRICT
PUBLIC WORKS
PLANNING DIVISION
PARKS AND RECREATION
SITE ADDRESS
ENCINITAS FIRE DEPARTMENT
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1459 BELLAAZUL CT.
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ENCINITAS, CA 92024
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Dexter Wilson Engineering, Inc. 6/30/2018
Firm Ex . Date
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APN:216- 122 -48
SIGN DATE
SIG DATE
n+
DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
LEGAL DESCRIPTION
AS -BUILT
APPROVALS
1
DRAWN BY:
PARCEL40F PARCEL MAP 20648, IN THE CITY OF ENCINITAS,
0
ENGINEERING DIVISION APPROVALS
1
DRAWING NO.
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING
TH
TO THE MAP THEREOF. FILED IN THE OFFICE OF THE COUNTY
1- Y
LEUCADIA BLVD.
RECORDER OF SAN DIEGO, APRIL 28, 2009
INT.
DATE
PLANS PREPARED
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O Y J.
VICINITY MAP
RECO rr APPROVED:
S�E OWAK CHRISTOPHER . MAG OSKU 4
Q Q
DATE �� 8'� DATE 3 -` Z'-��(�
N.T.S.
I (WE) HEREBY CERTIFY THATA 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
ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES,
DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING
OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY
ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES,
CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES
FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR
CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS
WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE:
DATE: it
v
SOILS ENGINEER'S CERTIFICATE
1, 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"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 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 SPECIFICATIONS.
SIGNED:k U" -•'^. ��9,{'b �1a6
Mamadou Saliou Diallo, P.E.
RCE NO.: 54071, GE 2704 Y,OPESS1gry
EXP. DATE: 12 -31 -19 Lo4�Q- p0 S.6
COMPANY: EAST COUNTY SOIL CONSULTATION & ENGINEERING, INC.
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ADDRESS: 10925 HARTLEY ROAD, SUITE I G62704
SANTEE, CA 92071
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PHONE: (619) 258 -7901 (,.'� OT„-_..,,x `4
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 Z" GINEER.
SIGNATURE: / e��,
DATE:
RESSTRUCT
4630 BORDER VILLAGE RD; SUITE N -283, SAN YSIDRO, CA 92173
(760) 415 -3611
RCE 64428; EXP. 6 -30 -19
BMP PROJECT STATUS
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 I PLACE. EVENS APPROVED IMPROVEMENTS 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
EWER SYSTEM APPROVAL
PUBLIC APPROVED S BY: LWD DISTRICT ENGINEER
C33692
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e Wilson, Date
Dexter Wilson Engineering, Inc. 6/30/2018
Firm Ex . Date
SI DATE
j
S N DATE
SIGN DATE
SIG DATE
IGN
DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT
APPROVALS
DESIGNED BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
TS
TH
CITY OF CARLSBAD CONTROL "CLSB -019"
LOCATED THE EN
LOCATED AT THE CENTER OF BLUE,
190' S'LY OF INT. OF BELLA VISTA DR.
& BELLA LAGUNA CT. 20' E'LY OF C/L
INT.
DATE
PLANS PREPARED
!
O Y J.
UNDER SUPERVISION OF
DATE: 02!20/2018
R.C.E. NO.: 64428
/
HRANEK EXP.: 6 -30 -19
RECO rr APPROVED:
S�E OWAK CHRISTOPHER . MAG OSKU 4
Q Q
DATE �� 8'� DATE 3 -` Z'-��(�
GRADING PLAN FOR:
1459
PLANNING CASE NO.
BELLA AZUL CT. ENCINITAS CA 92024
, �
LISA RYAN - CHAPMAN
16 -120 DRMOD /CDP APN: 216 - 122 -48
13689 -G
PUBLIC WORKS
ANTHONY J. HRANEK DATE
NNING
PLANNING
REVIEWER
CITY ENGINEER DATE
INSPECTOR
SHEET 1 OF 4
OLIVEN AIN MUNICIPAL
ROW
WATER DISTRICT NOTES:
ENTIRE SITE WITH
'I
d6 MONUMENT NOTES:
£LLA AZ CT. 353.5
1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN
A-
f - 23 EXISTING RETAINING
r `_ �I 'IT =- °'°.... WALL TO REMAIN
THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND
_ ����,
, { 11 ' - - �. ,,, BUILT PER DWG. 947 -G
DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO
L _
-r r -' r _. ;,. _`_ - ASH£P LINES R£PRESEN
THE DISTRICT APPROVAL DATE ON THESE PLANS, CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS
C13ND < ACCEPTED 3/4" IRON PIPE • TAG NORTH E , Si 6WI TION 35
- �
ON THE JOB SITE AT ALL TIMES.
MARKED "LS 5335^ PER PM I6je �r c�P i, PISWI/ T
-- - t t ~ - -' PROPOSED RETAINING
`'
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD
MARKED %S 5335' PER PM IWIS
- "' I - ." :' "- _ ,I'
1 r 8' -6' WALL PER SDRSD C -2
nI n '-4"
SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S
� I. �.. � MAX HT.)
- - - - - - - - -
INSPECTOR,
S89 °27'27 "E 410.29'
_
CROSS SECTION A - '� -
3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY
BIO - RETENTION BASIN
i - - LOWER PAD d. YARD 334.25
SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO
_ _ _ (SEE DETAIL THIS SH£E
WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN,
-
. y..
4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH- LINING TEMPORARY SERVICES PRIOR
n. r
_ 1 - -_ -
TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ONA MONDAY OR FRIDAY.
-
_ 1 _ _ �; _ _ _
- :- - 1 _- �. I. :
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA A COPY OF EXEMPTION LETTER OR
r _ i�l _ _ 11
. ". - - _ ��� _ - - r r.� -
,_I, _
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.
"DIG
ROW
7. THE CONTRACTOR MUST CALL 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
m
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
a
PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS.
BELLA AZUL
9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY
CT, 356.E
-
WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC
POUND • ACCEPTED 37'4^ IRON PIPE a TAG
BE 11
RIGHT -OF -WAY.
5 IIG " PER PM retire
MARKED "L 5
,
RETAINING WALLS
10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES
F?,ER SDRSD C -2
BELOW CENTERLINE OF FINISH GRADE OF STREET.
11. ALL DEFLECTIONS
, -
_ - �., (5'44 MAX HT.)
(HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° MAXIMUM
DEFLECTION PER COUPLING (2° PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED.
��
t i 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
'
"�. ' °,
if _
- t _
. -� _Y
- - I .. -
PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS
-- ft, _ _ 11 _ �+ - _ s - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WALL PER SEPARATE
-. _ 17
OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE
\
* -%
1.' - - 8 - .�oqL. P MIT
- �'_ -
'
OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE.
- I `.
. 1y _ -, r
.� - � : - � .' � -
ALINES
13. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROMA SIDE LOT LINE. A3/4-INCH
BEL..a � ( `� '
REPRESENT ti .-
"r" -
4
HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE
,. a,
SRI ✓4.eTE ROOT '
-` -�., �
'
EXISTING GRADE _ I ,
L9U)£R �BEYp 3 tit
CROSSINGS._
t
i
_ _
-PAP _
CROSS SECTION B
14.METER.BOXE SHALL
S S L NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN
`' °� i'
1 _
- -
CONSENT.
_.,
In
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
16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY
o
e
UPON INSTALLATION OF VALVES.
17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE.
c7'
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.
m ��y�o GR.
FfL
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
ykp
o _ �d�'
Y
I
SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD
et1A(
�,
SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE,
BOND
D BEAM POOL WALL
VALVES(CLOSED)AND APPURTENANCES.
4,`'
PERMIT
21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD
OQ
I
SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST
RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION.
' - - -- -
f UPPER PAD 345.25 RETAINING WALLS
-
22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE
%! ,''J I
TI, `I ' :. 'J['�i `a ;,'- ' �' - `I _ DR DHT.) 2
, r
POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES.
3 _
5E4
23, CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE
_ ,i V _
3 ' -}_- -i
LI - -+;1= - -' REMAIN
PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK
,,'
N
I .. _ -7'.,.t ,��
_ - , trt. n M _ Y,� ,. ,, - - - _ SLOPE - TO
;,_ _ , �; yLhi.. .. :- re ° °,I, _ r -I E-� a°
- AL
WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE
t'
_ - _ _ _ E_ - -
DASHED LINES REPRESENT _ _' �. �7,. It- � - \STING NA'TUR -
ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY
w
EXISTING GRADE II '' A LOWER PAD 334,25 - _
WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED.
CROSS SECTION ' TI
CR C "
24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE
M
I
�=
DISTRICT.
g
T ,-
25, ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD
SPECIFICATIONS.
ps
Ya
Asa
Rpw RETENTION AREA SHALL BE LEVEL
AND DEPRESSED A MINIMUM OF 6"
UC�4D 1,4 UJ,4STEUJ,4TER DISTRICT NOTES:
APPROVED
COBBLE ENERGY DISSIPATOR GRATE INLET FROM THE SURROUNDING GRADE
� PROPOSED 4' -0' HT,
( SPLIT RAIL FENCE
ROTED, DENSE,
j 6" X 12" PCC CUTOFF WALL /
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR
FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER
, PLANTS SOT FOR WELL DRAINED SOIL
CONSTRUCTION.
2. ALL DESIGN, DISTRICT LWD
3PECIFOICA
a4 PCC NLET FROM
SEWER TANDARDS AND OH E ROEQUIRENINOTS OF THE SHTANDARD (EONS FOR PUBLIC WORKS
I Cu1roPNF wau HARDWOOD MULCH /GRASS COVER.
AREA ORarNS,
CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF
°
j PROTECT IN PLACE. ,. y r 4,1 ors OR CITY APPROVED EQUIVALENT
4 "-6" LAYER SMOOTH - a
CONFLICT THE LWD SEWER STANDARDS GOVERN.
REPAIR/REPLACE AS
NEEDED, DECORATIVE neDluM 7'3 " -a'7
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES
COBBLE STONE
WITHOUT EXCEPTION.
EXISTING TYPE 7's -2 ?/.'- _
`
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSTTE ATALL
CURB t GUTTER �� i> '
4" PERFORATED PVC PIPE < ' a" - 12 24" LAYER ENGINEERED SOIL
TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE
-
PROTECT IN PLACE Vjt, ,-
° PLACE PIPE WITH „�"' <� f� `'., -- - = PPE • SEE NOTE BELOW
_77_7 -^ '
BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS
-- Tr _ - PERFORATIONS ,' ;���� ' ':, RISER
•°' e:
WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD.
Kr < r # s AT THE INVERT
IF
6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL
x 2" LAYER - 3" a" �� ` 2 " -3" LAYER OF 3 /a" GRAVEL
-
PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION.
> " x CRUSUED ROCK „
" 2' -3 bOVER 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
THIS PROJECT,
12" MIN. ;
8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO
o; .'
°S ".� ' :� SE NO ' ° ��^ a t7' ,,a t ,� . ITT/
' * ; 12' LAYER of 3/4" GRAVEL
`�§
s..,,7', �a I2" LAYERR - 3/4" GRAVEL. �', l`,
'. d 'ter.,. d::,n:rt BELOW
CONSTRUCTION.
-u-"t, s �.,. , ..�.i°�
•• SEE NOTE BELOW
9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD
``°
` �,r ,1 , �' .�.-,; *✓ y
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
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS
TIE 4" PERFORATED PVC TIE 6" PVC PIPE INTO
APPROVED BY LWD ON THE PLANS.
EXISTING ROADSIDE swALE- NTS PIPE INTO RISER EXISTING OUTFLOW PIPE
11. A 2 -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 A 2"
COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING
• 51ORETENTION "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%-60%
EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION.
SAND, 20 % -30% COMPOST OR HARDWOOD MULCH, AND 20 % -30% TOPSOIL,
13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
N89° 34'11'W 23007'
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
SDUTREAST CORNER, SWI/4, 5WI14 SECTION 35
THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED
PAVING.
16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING AYES, MADE WITH GASKETED PVC SADDLE
wUND e ACCEPTED 3/4" IRON PIPE + TAG
MARKED 'L5 5335' PER PM 19619
ON CITY OF ENCINITAS BMP DESIGN MANUAL CALCULATIONS.
WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES,
STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE
I �QI V DETAIL
MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE
3..�����T��
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
MPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD
SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER,
I I
I
FIRE DEPARTMENT NOT�S� MONUMENT NOTE
REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING
REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND/OR
1. ALL FIRE APPARATUS ACCESS SHALL HAVE AN LWBSTRUCTED VERTICAL
THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED
BENCHMARKS WHICH WILL DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH
CLEARENCE OF NOT LESS THAN 1.3 FEET 6 INCHES. CRC 503.2.1.
INSTALL CITY APPROVED
APPROVED D
VOID FILLER - va"- 3 /a" (NO.9) "
ALL THE WAY N ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE
POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE
2. FIRE ACCESS ROADS SHALL, BE DESIGNED AND MAINTAINED TO SUPPORT THE
PAVER WITH SAP
WITH 3/
cftusH£A AGGREGATE
L
REPAIR COUPLING SLIPPED BACK INTO
S POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER
MONUMENTATION BYA LICENSED LAND SURVEYOR OR A REGISTERED CIVIL
IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED
PACE OR CITY
F
REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER.
AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD
WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL WEATHER DRIVING
APPROVED EQUIVALENT
19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING PCP. FOR
OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND
CAPABILITIES. AMENDMENT 503.2.3
CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE
SURVEYOR OR THE REGISTERED CML ENGINEER AS REQUIRED BY THE LAND
3. THE GRADIENT FOR A FIRE APPRATUS ROADWAY, THIS GRADE SHALL NOT
°o° ° %' %/ "'" " OF I /9"
6" x i6" '
USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH
SURVEYOR'S ACT.��
EXCEED 20 %. GRADES EXCEEDING 1.5% (INCLINE OR DECLINE) ON FIRE
, _
PCC FLUSH CURB CRUSHED AGGREGATE
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 MITIGATION.
°
THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536,
MINIMAL MITIGATION SHALL BE ASURFACE OF PORTLAND CONCRETE (PCC). WITH
CHOKER COARSE - 2"
R OA E
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 o r c ° `snf 4 x. THICK - lNO.SV
s'z,x7
CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM 02000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE.
EQUIVALENT TO ENCHANCE TRACTION THE ENTIRE LENGTH OF THE GRADE.
, ",.:}, j,7''" rya
o x x { .,�,xy CRUSHED ROCK
ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL.
FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8 -INCH DIAMETER CONTRACTOR SHALL CUT IN
NOTE TO CONTRACTOR
MIN. 6" THICK 3/4" a o ° t +��,"T¢ ��-
CRUSHED ROCK -REFER v�o° o V7' �' x t�
° �� " e.
A
A WYE PER ABOVE OR MAY USE A SUITABLY SIZED ROMAC STYLE "CB" SEWER SADDLE PER STD. DWG. 5 -32.
TO MANUFACTURER SPECS ° ° ° "' d> r 7'f
•
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
L _ } _ „
FOR FIRE APPARARTUS (H -20) - :,_ -
>t� A[ ,c
!S
APPROVAL 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 F ,E31 -
OIL SUBGRADE
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 G
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
Is, - bl
- - - Eli
APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. LWD MAY REQUIRE TEMPORARY
CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY
CIVIL ENGINEERING • STRUCTURAL ENGINEERING * LAND PLANNING
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
PERMEABLE P 4YER S1 =CTION
4630 SORDER VILLAGE RD: STE. N-283
ALLOWED.
UPON DISCOVERY OF DISCREPANCY.
SAN DIEGO, CA 52rl3
NTS
TONY 0 RESSTRUCT.wm
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
DESIGNED
BY:
DRAWN BY:
CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
TS
TS
TH
CITY OF CARLSBAD CONTROL "CLSB- 019",
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
le
RECO E- APPROVED:
GRADING PLAN FOR:
PUBLIC WORKS
STAMPED "ACE CENTER
LOCATED AT THE CENTER OF BLUE,
190' S'LY OF INT. OF BELLA VISTA DR.
DATUM: NAVD88
DATE: 02/20/2018
/ R.C.E. NO.: 64428
Ce
AN NY J. HRANEK EXR: 6 -30 -19
C..����
ST NOWAK CHRIST HER L. MAG SKU
� t
DATE DATE 0�8
1459 SELLA AZUL CT. , ENCINITAS, CA 92024
LISA RYAN CH A
- CHAP MAN
APN: N CH P MAN
13689 -G
ANTHONY J. HRANEK DATE
PLANNING
-"
REVIEWER
CITY ENGINEER DATE
INSPECTOR
SHEET 3 OF 4
PLANNING CASE NO, 16 -120 DRMOD /CDP
EROSION CONTROL FLAN
EXISTING DRAINAGE
BASIN - TO REMAIN
OPEN SPACE EASEMENT
PER DOC, 2009 -0ISOTI9
REC. 41912009
FUEL MODIFICATION LIMITS
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 6" DEPTH
SLOPE TO TEMPORARY DRAINAGE
DITCHES AS NOTED
TEMPORARY DE- SILTATION BASIN -
- 2" 3" CRUSHED ROCK. MIN, 12" DEPTH
TEMPORARY OUTFLOW PIPE LOCATED
' 6" FROM TOP OF BASIN,
HYRRO- SEEDING AREA. STRAW MATTING USED IN
ADDITION TO OR IN PLACE OF HYDRO - SEEDED AREAS -
AS REQUIRED
SILT FENCE - PER DETAIL "B" THIS SHEET
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 BAGS
GAP BETWEEN BAGS ACTS
AS SPILLWAY
RUNOFF
TWO LAYERS OF BAGS WITH
ENDS OVERLAPPED
DETAIL I'8" - SILT FENCING
1. SET POSTS AND EXCAVATE
A 4" X 4" TRENCH UPSLOPE
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
.d+
4J BACKFILL AND COMPACT THE SOIL
IN AND ADJACENT TO THE TRENCH.
)PBS cgte"llCt
CIV4L ENGINEERING - STRUCTURAL ENGINEERING * LAND PLANNING
4630 BORDER VILLAGE RD; STE. N-2S3
SAN DEEGO, CA %2M
TONY - RESSTRUGT,COM
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
AS -BUILT APPROVALS
"t "`'"cu �Y:
""`a °�" :
` "t` "t" "Y:
ENGINES ING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
TS
TS
TH
CITY OF CARLSBAD CONTROL "CLSB -019^
STAMPED TTHE EN
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
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE: 02120/2018
R.C.E. NO.: 64428
L
AVRPNY J. HRANEK EXP.: 6 -30 -19
REC APPROVED:
.4 'SC
STEVE NOWAK CHRIST PHER L. MAG SKU
p
DATE 3'O DATE D
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
ANTHONY J. HRANEK DATE
PLANNING
REVIEWER
CITY ENGINEER DATE
INSPECTOR
SHEET 4 OF 4