2018-14010 G (Plans) (2)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT
LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO
WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS
THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS.
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES.
WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT
AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION THE DESIGN CONSTRUCTION STANDARDS
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS.
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR
TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION, PROPOSED REITER
SWIMMING POOL, 1301 BLUE HERON AVENUE ENCINITAS, CALIFORNIA" PREPARED BY
GEOTECHNICAL EXPLORATION INC. DATED JULY 09 2018. 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. T',E CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND
730 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS
BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL
ENGINEER SOILS ENGINEER GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION
MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY
CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
CONSTRICTION 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. 14010 -G
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR
AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY
THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR
UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION DE TRENCHES. HE SHALL SUBMIT
SOILS REPORTS AS REQUIRED AND WILL DETERMMINIF THE SUITABILITY OF ANY FILL
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN
HIS OPINION ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED
USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER
AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH
TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND
OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON
WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED
TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A
DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO PLACE. SPREAD, WATER AND COMPACT THE FILL IN
STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE
SMOOTH SUFFACE AND UMNIFORM 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 EMBAWMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED.
PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE
THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE
SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY S
URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY.
ON CITY PROPERTY. OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND
SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UMESS SPECIFICALLY APPROVED
OTHERWISE. NO GRADING, EXCAVATION OR DISTURBANCE OF CITY TREE RAT SYSTEMS SHALL
OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO
THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE
IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF
APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE IT MUST NOT BE DISTURBED
UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
.IMPERVIOUS AREA
AREA DISTURBED: 8,115 SF
IMPERVIOUS AREA PRIOR TO CONSTRUCTION 0 SF
IMPERVIOUS AREA AFTER CONSTRUCTION 3,657 SF
INCREASE IN IMPERVIOUS AREA: 3,657 SF
IMPERVIOUS AREA REPLACED: 0 SF
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT THOMAS REITER AT (949) 542 -4419
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 DUB 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.
B. 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 MALL 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 RAIIUFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP11MP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL
SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/'IMP
FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUVDCOVER PRIOR
TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE
APPROVED BMP /IMP FACILITY AND /OR THE TURFILANDSCAPED AREAS.
4. NO DRAINS SHALL BE INSTALLED IN HHARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS
AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMPIBMP.
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 IMPIBMP.
6. ALL STORMWATER IMPOBNP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
ALTERED WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN
MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
HAVE AN IMPERVIOUS NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO
ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN
USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT
ESCAPE FROM THE DUNPSTER 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 ADD 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.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN
ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS
HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID
UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION
OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - LWD - (760) 753 -0155
B. GAS & ELECTRIC - SOGE - (760) -438 -6200
C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRCIT (760) 632 -4209
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS- (760) -BO6 -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.
FIFE NOTES:
1. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND
MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH
THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT.
2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE FOLLOWING HEIGHT(S): 36
TO 42 INCHES ABOVE FINISHED GRADE, TO THE TOP OF THE CONNECTION.
A. IF AN FDC IS INSTALLED SEPARATE FROM THE BACKFLOWIDOBLE DETECTOR CHECK, IT
SHALL BE LOCATED A MINIMUM OF 5 FEET FROM THE BACKFLOWIDOC VALVE.
B. WHEN AN FDC IS ATTACHED TO THE BACKFLOWIDDC, THE FOC MOUNTING HEIGHT SHALL
STILL BE 36 TO 42 INCHES MAX ABOVE FINISHED GRADE.
C. IF THE BACKFLONIDDC IS INSTALLED WITHOUT AN VW. BOTH OS&Y VALVE HANDLES
SHALL BE MOUNTED 36 TO 42 INCHES ABOVE FINISHED GRADE.
D. BUSHES, TREES, AND SIMILAR FOLIAGE SHALL NOT BE LOCATED WITHIN A RADIUS OF 5
FEET OF THE FDC OR BACKFLOWIDDC VALVE ASSEMBLY. GROUND COVER LANDSCAPE IS
ACCEPTABLE,
E. TOP OF STEM FOR BACKFLOWIDDC SHALL NOT EXCEED 48 INCHES IN HEIGHT.
3. PRIOR TO THE DELIVERY OF COMBUSTIBLE BUILDING CONSTRICTION MATERIALS TO THE
PROJECT SITE ALL OF THE FOLLOWING CONDITIONER SHALL BE COMPLETED TO THE
SATISFACTION OF THE FIRE DEPARTMENT.
A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE
INSPECTING DEPARTMENT OR AGENCY,•
B. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A
PERMANENT ALL - WEATHER SURFACE FOR EMERGENCY VEHICLES; AND
C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVE AND ACCEPTED BY THE FIRE
DEPARTMENT AND APPLICABLE WATER DISTRICT.
EARTHWORK DATA
STORMWATER POLLUTION CONTROL BW NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTM ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT
WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE SLURRY, MORTAR STUCCO, PLASTER AND THE LIKE INTO
THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING
THE WASHOUT LOCATION.
f.USTR(I'.TION .STTF ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO
PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLLV' USING MATERIAL SUCH AS 3" CRUSTED ROCK AID /OR
CORRUGATED STEEL PANELS /PLATES.
CONSTRUCTION VEHICLES
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 LNECESSARY REMOVAL OF THE NATURAL GROUND COVER. 00 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, ONE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO WENT SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
PROVIDE SECNNDARY 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 DE LOCATED AWAY FROM CONCENTRATED STORMWATER
FLOWS AND STORM DT,4IN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
MEASUFES AND PROVIDED WITH A TEMPORARY SEDIMENT SAF BIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
ACTORS' 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 OWER(S) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR ShAl BE RESPONSIBLE FOR PROPERILY DISPOSING OF ALL WASTE AND LM/SED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GRO ND, WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUNPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMSIDIKES SHALL BE PLACED
AROUND ALL OLMPPSITES TO DIVERT THE NATURAL STORM R#MOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSIERS 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 FOTL.TNE TOLL FREE AT (800) 714 -1195. FOR INFORMATION
ON LANDFILLS AND TO ORDER OJMPSTERS 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 CONTAINENT AND LOCATE PORTABLE TOILETS AWAY FROM STORND?AIN INLETS ON
PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND STORMOR41N. 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.
raffrn *:,
THOMAS & ANNIE REITER
1301 BLUE HERON AVENLE
ENCINITAS CA 92024
SITE ADDRESS I
1301 BLUE HERON AVENUE
ND
ENCINITAS CA 92024
APM 254- 630-09
IL DR
LEGAL DESCRIPTION
ALL OF LOT I OF CITY OF ENCINITAS TRACT NO. 98 -094
IN THE CITY OF ENCINITA5, COUNTY OF SAN DIEGO, STATE
OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1377a
FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN
DIEGO COUVTY, EXCEPTING THEREFROM THAT PORTION
LYING EASTERLY OF THE FOLLOWING DESCRIBED LINE:
BEGINNING AT THE SOUTHEASTERLY TLRIMBAS OF THAT
LINE IN THE EASTERLY BOUNDARY OF SAID LOT 1
DESCRIBED AS SOUTH 45'00' 00" WEST 43.37 FEET' THENCE
SOUTH 41'11' 55" WEST 29.81 FEET; THENCE SOUTH
20'31' 52" WEST 36.42 FEET TO AN ANGLE POINT IN SAID
U SL
BOUNDARY, AS DESCRIBED IN CERTIFICATE OF COMPLIANCE
RECORDED JULY 31, 2000 AS FILE NO. 2000 - 0403138 OF O.R.
VICINITY MAP
NOT TO SCALE
OWNER'S CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OF? GEOLOGIST HAS BEEN OR WILL BE RETAINED
TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY S OFFICERS, OFFICIALS, EMPLOYEES,
AND AGENTS HARMLESS FROM AND AGAINST ANY AND ALL LIABILITIES, CLAIMS DEMANDS CAUSES OF ACTIONS,
LOSSES DAMAGES AND COSTS INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY
MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS,
EMPLOYEES, CONTRACTORS SUBCONTRACTORS, OFFICIALS OFFICERS OR REPRESENTATIVES FOR ANY AND ALL
WORK ORCONSTRUCTION COVERED IN THE PERMIT OR CODECTEO DIRECTLY OR INDIRECTLY TO THE PERMIT OR
APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE: ae4� DATE
ANNIE INTER
1301 BLUE HERON AVENUE
ENCINITAS CA 92024
SIGNATURE' `�/%W < , e6<4 DATE:
THOMAS RENTER
1301 BLE HERON AVENUE
ENCINITAS CA 92024
SOILS ENGINEER'S CERTIFICATE
I, JAIME CERROS A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
PR INESS 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 5122118. 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.
CEG NO.: 2007
EXP. DATE' 9130119
GEOTECHNICAL EXPLORATION INC
7420 TRADE STREET
SAN DIEGO, CA 92121
(858) 549 -7222
JOB #: 18 -11895
MIMI =�rl��.�r�r�»�r��rr� -:�
GE 002007
Exp. 09/30/19
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE ORPROFESSION. 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 TIE 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, ERROR, 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 PERFO THE ER.
SIGNATURE: DATE.•
BRIAN ARDOR
PASCO LARET SUITER & ASSOCIATES QPOFESSION
535 N. HIGHWAY 101 SUITE A QUO �ZgHAEL
SOLANA BEACH! CA 92075
(858)259-8212
RCE EXPIRES: 12 -31 -19 R': z z
w m No. 71651 3
m
Exp. 12/31/19 x
PASCO CARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 102, Ste A. Solana Beach, CA 92975
ph 858.250.8212 I fa 8$5S.259.4812 1 p1saengineerin6.com
BMP PROJECT STATUS
f. -If,7
I LEUCADIA WASTEWATER DISTRICT I PUBLIC WORKS I PLANNING DIVISION I PARKS AND RECREATION IOLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2.5:1 PUBLIC SYTEM APPROVAL
MAXIMUM VERTICAL DEPTH OF CUT = 8.0 ZDE N WD DISTRICT ENGINEER
MAXIMUM VERTICAL DEPTH OF FILL = 4.0'
CUT = 3R0 C. Y. FILL =�.Y. C33692 \ *tj
EXPORT = 250 C.Y. S. N. PE RCE DATE I . S . 1 Ej % Z
REMEDIAL = 1.100 C.Y. ` %'% / /'" �' __- -- lZ . Z�. [
(4' REMOVAL AND RECOMPACTION UNDER AND 5' OUTSIDE IMPROVEMENTS) DEXTER S. WILSON, INC 6/30/2020 SI N DATE SIGN DATE SIG DATE S DATE SIGN DATE
FIRM EXP Qj� N 1z
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAV41NG NO.
Gsk I S Fe 3 _ ;C7 7M77DESCRIPTIOAt PT 1002 "WHITE" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMM DED :5"RJ� APPROVED: GRADING PLAN FOR
LOCATION 025 MI S O GASCONY RD & PUBLIC WORKS 1 2215 __�/� -- 1301 BLUE HERON AVENUE
AMALFI lN? INTERSECTION. 3" DISC BRIAN M. ARDOLINO DAIS - DATE• �+��. 1401 O-G
IN t OC NOONIUNENT ON W SIDE OF FD rLANNING JES WENS WARD J. A ENCINITAS CA 92024
_ RECORD FRW ROS 18416 R.C.E. NO.: 71651
ELEVATION• 313.681 REVIEWER BRIAN HA L ARDOLINO 12 -31 -19 APN: 254- 630 -09
- DATUM: NAYOBB CITY ENGINEER DATE INSPECTOR EXP.: DATE ! Ly / DATE 1 LS Zo 9 SHEET 1 OF 4
PLSA 2922 12/10/2018
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LEUCADIA WASTEWATER DISTRICT GENERAL NOTES•
1. ALL WOW AND MATERIALS RELATED TO LWD SEWER DESIGK MATERIALS AND CONSTRUCTION
SHALL CONFORM TO THE LWO SEWER STANDARD SPEC AVAILABLE ON THE LWO WEBSITE AT
HTTP. y/ WWW.LMC.ORG/DEVEIOPERS/STAADARD -SPECS AND TO THE REDUIREMENTS OF THE
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GRE•ENBO010 AND THE
REGIONAL STANDARD DRAWINGS MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE
LM) SEWER STANDARDS GOVERN.
2. CONTRACTOR SHALL CCTV INTERNALLY INSPECT ALL GRAVITY SEWER FACILITIES CROSSED
OVER OR UNDER BOTH BEFORE AND AFTER NEW IMPROVEMENTS ARE CONSTRUCTED. HIGH
QUALITY DIGITAL CCTV VIDEO SHALL BE PROVIDED TO LWO FOR REVIEW AND RECORD
PURPOSES PRIOR TO COMMENCING NEW WORK AND FOLLOWING COMPLETION OF NEW NOW. THE
CCTV DOCUMENTATION WILL BE SUBMITTED TO THE DISTRICT 15 CALENDAR DAYS PRIOR TO
COMMENCEMENT OF WORK THAT WILL CROSS A GRAVITY SEWER.
3. CONTRACTOR SHALL BE AWARE THAT LWO FACILITIES PROVIDE WASTEWATER CONVEYANCE,
TREATMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 355 DAYS A YEAR.
THEREFORE LWO OR THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR
OPERATIONS MAINTENANCE. OR EMERGENCY REPAIR AT ANY TIME. THE CONTRACTOR WILL
ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT ALL TIMES (DURING
CONSTRUCTION AND AT THE ETU OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND
WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD FACILITIES.
4. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD
FACILTIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME
DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES THE CONTRACTOR SHALL IMMEDIATELY
STOP WORRK, NOTIFY LAD, MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED
FACILITIES TO THE SATISFACTION OF THE LWO ENGINEER AT NO COST TO LM) INCLUDING
INSPECTION AND ANY BYPASSING REQUIRED TO SEWER FACILITY OPERATIONS. DAMAGE
CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE
LWO STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWO APPROVAL PRIOR TO
REPAIR.
5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILL$;
CONTAINING ANY SEWAGE SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE
ARISING FROM ANY WORK ADJACENT TO LM) FACILITIES OR ALLOWING A SEWAGE SPILL OR
FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE
RESPONSIBLE FOR ALL CLEAN UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A
RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR.
6. CONTRACTOR SHALL NOTIFY LWO A WEEK IN ADVANCE OF PLANNED CONSTRUCTION
ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES.
7. CONTRACTOR SHALL NOTIFY LWO WITH 48 HOURS PRIOR TO EXCAVATION OF SEWER
UNDERCROSSINGS OVERCROSSIWGS OR PARALLEL 1NSTALLATIONS WHERE SEWER MAY BE
EXPOSED.
B. COORDINATION SUBMITTALS AND NOTIFICATIONS SHALL BE MADE BY TELEPHONE AND EMAIL
TO MV. IAN RIFFEL AT 750- 753 -0155 / IRIFFEL&MID.ORO. EMERGENCY CONTACT CAN BE
MADE AFTER HOURS TO LM) AT 760 - 753 -0155.
MONUMENT NOTE:
THE CWTAACTOP "LL BE RESPONSIBLE FOR ANY MONI.NEWATION ANDIOR
BIENCMARKS NHICH 1 DISTURBED OR DESTROYED CONSTRUCTION.
ABBREVIATIONS:
ASSY
ASSEMBLY
BOP
BOTTOM OF PIPE
CB
CATCH BASIN
C &G
CURB & GUTTER
CL
CENTER LINE
EX
EXISTING
FH
FIRE HY17R4NT
FL
FLOWLINE
HOA
HOME OWNERS ASSOCIATION
IE
INVERT ELEVATION
LT
LEFT
MAX
MAXIMUM
W
MANHOLE
MIN
MINIMUM
OC
ON CENTER
PCC
PORTLAND CEMENT CONCRETE
PVT
PRIVATE
RIM
RIM ELEVATION
RT
RIGHT
ROW
RIGHT -OF -WAY
STA
STATION
SW
SIDEWALK
TC
TOP OF CURB
TOP
TOP OF PIPE
TYP
TYPICAL
OLIVENHAIN MUNICIPAL WATER DISTRICT NOTES.•
1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF
TT•E OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD
SPECIFICATIONS AM DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS
AM FACILITIES INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE
DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A
COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.
2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS SIX
SETS) AS REGUITED BY THE STANDARD SPECIFICATIONS ARE TO BE
ACCOMPLISHED PRIOR TO THE PFE- CONSTRUCTION MEETING WITH THE
DISTRICTS INSPECTOR.
3. LMESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE
MADE DRY. THE TIME AMU DURATION OF ANY SHUTDOWNS OF EXISTING
MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL
BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN.
4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR
NIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS
WILL BE SCHEDULED ON A MONDAY OR FRIDAY.
5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A
COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL
BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION.
6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICTS
INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT IMSPECT196
DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR
INSPECTION OF THE PROJECT.
7. THE CONTRACTOR MIST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA" TO
HAVE UNCERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION.
THIS CALL WILL BE MADE AT LEAST 48 NOUNS IN ADVANCE PRIOR TO ANY
WIC BEING PERFORMED IN PUBLIC RIGHT -OF -WAY.
(DIG ALERT PHONE 800- 227 -2600)
B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION
I.E, LINE CROSSINGS LINE PARALLELING, OR PROPOSED COMECTIONS
SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS.
9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD
SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND
IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER
LATERALS LOCATED IN PUBLIC RIGHT -CF -WAY.
10. WHERE ELEVATIONS AND GRADES ARE NUT SHOWN ON THE WATTLE MAIN
PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF
FINISH GRADE OF STREET.
11. ALL DEFLECTIONS (HORIZONTAL. AND VERTICAL) SHALL BE MADE BY USE
OF JOINT COUPLINGS WITH 4 " MAXIMUM DEFLECTION PER COUPLING
(2" PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED.
12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND
BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE.
PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND
LOCATE BEHIND CURB UNLESS OTERWISE APPROVED BY DISTRICTS
REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR
RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS
AS APPROVED BY THE DISTRICTS REPRESENTATIVE.
13. INSTALL A MINIMAN 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE
LOCATED 5-FEET FROM A SIDE LOT LINE. A 3/4 -INCH HIGH LETTER "W"
SHALL BE CHISELED IN TOP OF EXISTING CUB OR IMPRINTED IN NEW
CURB AT ALL WATER SERVICE CROSSINGS.
14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS
WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT.
15. ALL WATER SERVICES FOR IRRIGATION MULTIPLE RESIDENTIAL COMPLEXES
COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW
PREVENTION DEVICE ON CUSTOMERS SITE OF WATER METER.
16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN
DIMENSIONS TO INSPECTOR DINIEDIATELY UPON INSTALLATION OF VALVES.
17. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE
LOCATED AT THE TEE MFENEVER POSSIBLE.
18. FIRE HYDRANTS AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AM
MEETING THE DISTRICTS STANDARD SPECIFICATIONS ARE TO BE
INSTALLED AT LOCATIONS SPECIFIED BY TFE FIRE DISTRICT.
19. ALL DESIGN CHANGES TO THE WATER SYSTEM! SHALL BE APPROVED BY THE
DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND
ACCEPTANCE OF THE CHANGE
20. THE NATO? SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH
THE PROCEDURES IN THE OMVD STANDARD SPECIFICATIONS. THE (LASS OF
PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSUIE FOR TESTING
ALL PIPE, VALVES (CLOSED) AND APPURTENANCES.
PRIVATE PUMP STATION DESIGN REQUIREMENTS (FOR REFERENCE ONLY)
IT IS REQUIRED BY LNO THAT THE PUFF STATION SHALL:
1. COMPLY WITH CALIFORNIA PLUkIElITG CODE CHAPTER 7 SECTION 710.0
2. HAVE DUAL PR 4nPS
3. HAVE A HIGi -LEVEL ALARM
4. HAVE A PUP FAILURE ALARM
5. HAVE A SYSTEM: WHEREBY THE ABOVE ALARMS ARE NOTICEABLE FROM THE RESIDENCE
(AUDIQ VISUAL, SERVICE. ETCJ
IT IS RECOI EI DM BY LM) THAT THE PUP STATION HAS
1. A CHOPPER OR GRINDER PULP
2. A SERVICE CONTRACT
3. AN ALARM SERVICE CONTACT RESPONSE
NOTE: IF PRIVATE RUIP STATION DOES NOT CYCLE SEVERAL TIMES PER DAY, ODORS MAY
OCCUR AT DISCHARGE POINTS. THIS IS COMVON WHEN RETUNING FROM VACATION.
S 00263`!"
11.00'
S 23*30 00" W
11.14'
190 y
BLUE HERON AVENUE
�r
ri /1
„
PROJECT SITE
APN 254 -630-09
- J
N 00 2635" E
_'7.03'
\\ AREA OF�M:F �g 19.00'
1 / f N 08.00'00"
No. 71651
Exp. 12/31/19
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, SoRana !Beach, CA 92075
ph 858.259.82121 fx 858.259,4812 1 plaaengineering.commn
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS Ut:isw CY: UHAWN UY: lHtmz tsY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION• PT 1002 'MITE" __ INT. ', DATE PL S PPEPA UNDER SUPERVISION OF 7JES40Et D: APPROVED: � GRADING PLAN FOR
LOCATION: 0.25 MI S OF GASCONY RD & �
AMALFI DR INTERSECTION. 3" DISC PUBLIC WORKS DATE �.I '�••+� 1301 BLUE HERON AVENUE 14 ®1 ��
- IN COWL MtOW43VT ON W SIDE' OF RD ETRIAN M. ARDOLINU DATE PLANNIG � S � EDW� ARD J. R -� ENCINITAS CA 92024
RECORD FROM: _RCS 18416 R.C.E. NO.: 71651
ELEVATIO 13
N: 3.661 REVIEWER APN: 254- 630 -09
DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR - -- -- BRIA CHAEL ARDOLINO EXP.: 12 31 -19 DATE l W 1 DATE 1 28 Zp % SHEET 2 OF 4
PLSA 2922 12/10/2018
S.D.R.S.D.
= SAN DIEGO REGIONAL STANDARD
DRAWINGS
PROPERTY
BOUNDARY
- -
PROPOSED
CONTOURS
264
EXISTING
CONTOURS - --
- -24 -- - - -
CENTERLINE
-
EXISTING
WATER MAIN
EXISTING
SEWER MAIN
---° -° °S—
EXISTING
GAS MAIN
EXISTING
MANHOLE
III
DRAINAGE
DIRECTION
—� -
PROPOSED
PCC PAVING PER ARCH
a
& GEO RECOMMENDATIONS
PROPOSED
STORMORAIN PIPE PER PLAN
PROPOSED
AREA DRAIN
o'
BMP AREA
PROPOSED
WALL PER OTHERS
RETAINING WALL PER SDRSD C-6
LIMIT OF
GRADING
INSTALL 3"
r ac ' 1• _, .
I' SPOOL
PER OTHERS
OW94-ION RISER
TS PER PLAN
TW PER PLAN
TW15F6 PER PLAN
14T!
OS
BWG PER PLAN
(
APPROX. LINE of I R€C ROOM
_
Ex' fi PER OTHERS
1
I '05X MIN _ 0.5X MIN I FF 266.0
SECTION A A
NOT TO SCALE
PL
I
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I
IE PER PLAN
DESCRIPTION
i LOW—P-21
APPROVED I DATE
TIONk
OWf4KV ruvL. RECORD FROM: R
M? Wr'fON. ELEVATIOIT
DATUM: NAVDBB
FIRE NOTE:
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BP - N
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RET. MAl1 PER i.' .t BP /
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268.0 / G /iPFR%.
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\ TW 265.7 - ` -NO P i
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FUEL MODIFICATION ZONES: THE APPLICANT SHALL PROVIDE AND
MAINTAIN FIRE/FUEL BREAKS TO THE SATISFACTION OF THE
ENCINITAS FIRE DEPARTMENT. FIRE /FUEL BREAKS SIZE (MINIMUM
100 FEET FROM STRUCTURE) AND COMPOSITION SHALL BE
DETERMINED BY THE FIRE DEPARTMENT AND SHOWN ON THE -°
IMPROVEMENT /GRADING PLANS FINAL MAP AND BUILDING PLANS _ BVG PLAN
AS -BUILT APPROVALS
PUBLIC WORKS
BRIAN M. ARDOLINO DATE PLANWIIrG
REVIEWER
CITY ENGINEER GATE INSPECTOR
SCALE' 1"-10'
GRAPHIC SCALE 1 " =10'
0 10 20 30
No. 7165!
Exp. 12/31/19
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North H ighwa7 1 ®1, Ste A, Solana Beach, CA 02 ®95
ph 958.259.8212 I ffa 858.250.4812 1 pRoacagineering.com
PLSA 2922 1/10/2019
a
UCAlbIVCU OT: I UhSHri1V OT: 1 ld'IGI,RCU CT:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
DRAWING NO.
INT.
DATE
PLANS PREPARED UNDER SUPERVISION OF
DATE I ZZ I
—� -�
R.C.E. NO.: 71651
BRIAN MIC RDOLINO EXP.: 12 -31 -19
RECOMN LADED: APPROVE :
JES OWENS EDWARD JrMMER
� LS of 9
DATE__ / LY DATTTE
GRADING PLAN FOR
1301 BLUE HERON AVENUE
ENCINITAS CA 92024
APN: 254 -630 -09
14010 -G
i
SHEET 3 OF 4
PLSA 2922 1/10/2019
a
ADJACENT PROPERTY DISTLR3ANCE NOTE
•► ► r r � :►rr e /
J •ar r / I 7`
1 1,41,1141,01 OF PORTABLE T01LETS OVER A PERVIOUS SLWACE.
2. NO DIRECTLY COAAECTED B41ERVICUS AREAS r ALLOWED. DCIA
MEANS STOW RMFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF
ROOF DR41N, DRIVEWAY, AND STREET.
3. ALL PARCELS AFE SLBECT TO ARCHITECTURAL DESIGN GUZOELIWS FOR FUTLFE
r ► 7 ►• r7
HALL I: ENCINITAS, • I r /• I, AS PER PC AT
•i
DESILTING NOTE:
ThE PROPOSED AREAS DOIC47ED FOR BlOW7ENTION BASIC SHALL BE USED AS
DESILTING
NOTES:
CONTRACTOR TO MODIFIY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY.
CnNSTRUCT SEDIMENT BARRIER AND
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
a
Lu
> .
0 ® • ♦• ° ♦•
A:
I—A
19' RADIUS
MIN. 20' MIN
314" MIN COARSE
AGGREGATE
FILTER
-- FABRIC
MIN., UNLESS OTHERhISE
CIFIED BY A SOILS ENGINEER
SECTION A —A
STRUCTION ENTRANCE
GRAPHIC SCALE 1 " =10'
0 10 20 30
I•���yrd�ti�c.L�i
WIDTH AS F:'FOUIRED
TO ACCOMODATE
ANTICIPATED TRAFFIC
ORIGINAL
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROP AND
ALONG THE LINE OF POSTS.
2. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
m
RUNOFF
3 Disc
AS- BUILT APPROVALS
INT. I DATE
16 PUBLIC WORKS
3TDE � Fn PLANNING
1
N >
Bp
13p1
CD � ( h �
INSTALL SILT FEKE ALC
` PERIMETER OFCRAD
\ PER DETAIL THIS SifEl
Bp
GRAVEi BAGS
P
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1� i 2 ENTfUUICE PEA � SfIEET l
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a
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INSTALL- GRAVEL BAGS `
\ ti WAD INLETS PER ° /
��__� \ X °� ]�� :�� i DETAIL THIS
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/
s° / / /
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—PI R}aETER� DF GRADING
° PER DETAIL THIS 9EET
EROSION CONT. ROL R" ~J
SCALE'1 " =10'
i
4
t
1 1
i
t
i 1
i
�i
I
i
i
TWO LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GAP BETWEEN BAGS
ACTS AS SPILLWAY
DETAIL B: GRAVEL BAGS
NOT TO SCALE
4 IN (10 CM)
3. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC vY(
WIRE _
DETAIL C: SILT FENCE
NOT TO SCALE
APPROVED DATE BENCHMARK
100111
EVATION'
TUM: NA
Cv °
� i l
�o vol
M. ARDDLINO DATE — PLANWDNG
AEVIEwER —
CITY ENGINEER DATE INSPECTOR ',� - --
DATE' \•LZ•I
R.C.E. NO.: 71651
BRIAN MI L ARDOLINO EXP.:
12 -31 -19
No. 71651
Exp. 1 2
A `F•'' "'�`•''�•
GRAVEL BAGS PER DETAIL B 000000000
SILT FENCE PER DETAIL C X X—
ENGINEERING DIVISION APPROVALS
REC NDED.' APPR ED.' ,_ a
�
ON DWARD J IhpdER
DATE [ Zfl I DATE t ?►8 ZO
/9
/31/19
HATCHED AREA REPRESENTS
CONSTRUCTION ENTRANCE •� : •`••• -'� �`••' •`� "
PER DETAIL
0
OF CA
9
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING
533 23 ®rtfls Highway 1 0ll, Ste Aa S ®Ilmmna Beach, CA 92075
g➢n 858.259.82121 ffz 858.259.4812 1 pIl.aenEiraeeriffiE.c
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT
1301 BLUE HERON AVENUE
ENCINITAS CA 92024
APN: 254 - 630 -09
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PLEA 2922 12/10/2018