2017-13421 SG (Plans)RIGHTOFWAYN07F
OWNER IS 70 OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO {CORKING IN THE
PUBLIC R7CHT OF WAY FAILURE TO DO SO WILL RESULT N ISSUANCE OF A STOP WORK NOW AND DOCBLE PERMIT FEES IT IS THE
RESDON57BUTY OF THE OWNER TO KNOW WHERE NS/HER PROPERTY LINE IS
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJ4C9VT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRRUCTURFS
FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONWYED TO AN APPROVED DRAINAGE FACILITY.
IITILITYNOTE
ALL UTUTES SERWNC THIS SITE SHALL BE # IED UNDERGROUND.
GENERAL NOTES
1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SPECITCATONS FOR PUBLIC WKS CONSNUCTICK
THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND INE SAN DIEGO AREA REOONAL STANDARD DRAWNGS. ANY
CHANGES OR REWSIONS THEREFROM SHALL BE APPROVED BY RILE CITY ENGINEER PRIOR TO ANY REQUEST FOR 1NSPECTION.
2 SEPARATE APPROVALS AND PERMIIS FOR ANY CONSTRUCTION WINN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN
CON.UNCTON WITH IMPROVEMENT PLANS
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFSITE GRADING
4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS
NYIHING DAMAGED OR DESTROYED WALL BE REPLACED OR REPAIRED TO CONDITION
EXISTNG PRIOR TO GRADING.
5. 7HE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK NICII IS DISTURBED OR DESTROYED SHALL BE
RE- ESTABUSIHED AND REPLACED BY A REGISTERED OWL ENGINEER OR A LICENSED LAND SURVEYOR.
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVCES INCLUDING SHORING AND SHALL BE RESPONSIBLE
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY ND HEALTH STANDARDS LAWS AND REGULATIONS
7. GRADING AND EQUIPMENT OPERATING MIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SIHALL NOT BE
CONDUCTED BE71£E7N THE HOURS OF 5.30 P.M. AND 7.•30 AM NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS
8 NO GRADING OPERATIONS WALL COMMENCE UNTIL A PRE CONSTRUCTION MEETING HAS BEEN HELD ONSI7E NTH THE FOLLOWING
PEOPLE PRESENT CITY INSPECTOR, CIWL ENGINEER SOILS ENONEEN GRADING CONTRACTOR AND PERNTIEE THE PRE- CONSIRUCON
MEETING SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
9. PRIOR TO HAULING DIRT OR CIMISNUCRON MALDWALS TO ANY PROPOSED CONSTRUCTTON 97E MAIN INS PROJECT THE DEI&OFER
SMALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY
MIN ALL CONDITIONS AND REQUIREMENIS IRE CITY ENGINEER MAY IMPOSE NTH REGARDS 70 THE HAULING OPERATION.
10 UPON FINAL COMPLETION OF IRE WORT( UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL ND /OR FINAL
RELEASE OF SECURITY, AN AS GRADED CERTIFICATION' SHALL BE PROWDED STARNG• 'THE GRADING UNDER PERMIT N0. XXXXXX HAS
BEEN PERFORMED IN SUBSTN77AL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED
PEN' THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE OWL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
11. ALL GRADING SHALL BE NSPECIED AN TESTED BY A QUALIfI€D- SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND
TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKf7LLS AND COMPACTOV OF TRENCHES HE SHALL SUBMIT SOILS
REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABUTY OF ANY FILL MATERIAL UPON COMPLL71ON OF GRADING O'ERA77ONS HE
SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPfRWSION AND THAT N HIS OPINION, ALL
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
12 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 SI7E AND
SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTL SUCH THE AS PERMANENT DRAINAGE AND
EROSION CONTROL MEASURES HAVE BEEN NSTALLED.
13 ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND RLL .SHALL BE PLACED IN ACCORDANCE NTH STANDARD
9DECIRCA77ON ALL VEGETABLE MATTER AND OBICITONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE
UPON NHICH THE FILL IS TO BE PLACED. LOOSE f7LL AND ALLUWAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND.
THE EXPOSED SOILS SHALL BE SCARIFIED 70 A DEPTH OF 12 INCHES AND THEN COMPACTED 70 A MINIMUM OF 90 PERCENT IT SHALL
BE THE CONTRACTORS RESIPO .SI 70 PLACE; SPREAD, WATER AND COMPACT THE FILL IN SIRICT ACCORDANCE WITH SPEaRCATONS
14. CUT AND FILL SLOPES SHALL BE CUT AND 7RIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION
THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTEB, AND NNW AS DIRECTED BY TIE ENGINEER OF WORK
AND LEFT N A NEAT AND ORDERLY CONDITION. ALL STONES R007S AND OTHER WASTE MATTER EXPOSED OR EXCAVATOR OR
EMBANKMENT SLOPES NHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF 7HE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE WTH THE GRADING ORDINANCE.
15. ALL IREES BRUSH, GRASS AND 07HER 08,0770NABLE MATERIAL SIHALL BE COLLECTED, PILED OR 01HERNSE DISPOSED OF OFF THE
97F BY 771E CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND FINISHED APPEARANCE FXEE FROM
UNSICHTY DEBRIS APPROVAL OF LOCATOR OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR
70 THE DISPOSAL OF ANY SUCH MATERIAL
16. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT NTH THE On URBAN FOREST MANAGEMENT PROGRAM TREES
LOCATED WITHIN CITY STREET RGIT- OF=WAY, ON CITY PROPERTY OR WITHIN CITY EASEMENIS ARE REFERRED TO AS CITY TREES AND
SMALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS 7f6FICALLY 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 PRUECTON ON THE GRAND). LF A CITY TREE IS NOT CLEARLY LABELED 10 BE
REMOVED, IT MUST BE PROTECTED IN PLACE EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT NTH A CITY TREE; IT MUST NOT BE
DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
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1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JON ZEIRNGER AT (760) 271-8562, 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 Tom„ ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER I AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CON CRON OF TEMPORARY EROSION CONTROL MEASURES WIEN RAIN IS IMMINENT
3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WIHOUT 171E APPROVAL OF THE ENGINEERING INSPECTOR.
4 THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEWCfS TO WORKNG ORDER TO THE SA775FAC77ON OF THE CITY ENGINEER
AFTER EACH RUN -OF PRO "GOffATNFAEE
5 THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY DVGI DUE TO AN
INCOMPLETE GRADING OERATON OR UNFORESM11 CIRCUMSTANCES WITCH MAY ARISE.
6. THE CQN._TRACT6R SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS
771A ARE fE OR ARE POTENTIALLY UNSAFE
7 ALL EROSION CONTROL MEASURES PROWDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON.
B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM TIE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK
DAY.
9. ALL PROBABILITY S EXODS DEWCES FORTY P WAN
ONT (40X). WAND OTHER DEBRIS SHALL BE EM GAFTER E � ALL RAIN
STORMWATERPOLLUITONCONTROL POSTCONSTRUCTTONBMPIIMPNOTES
L FOR STORM WATER POlUTON CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERWOUS SURFACES INCLUDING ROOF DRAINS SHALL
DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR 70 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 1MP19I AREAS WITHIN THE SITE WALL DRAIN TO APPROVED BMPJTAIP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS
VER
NTH ADEQUATE GROUNDCO PRIOR TO DISCHARGE FROM THE SITE. ALL LMPERWQIS AREAS MUST SLOPE TOWARD TIE APPROVED
BMP/IMP FACILITY ANDIOR THE TURF/LNDSCAPED AREAS
4. NO DRAINS SHALL BE NSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY 07HER IMPERIOUS AREA UNLESS THE FLOW FROM THE DRAIN
DLSCIHARCES TO N ADEQUATE IMP/BMP.
5 DRIVEWAYS SH4LL NAVE A MN" 2S CROSS SLOPE TOWARD THE AF /WP AREA OR HAW NOIHER APPROVED DRAINAGE SYSTEM
THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP.
6 ALL STORMWAIER IMP/WP FACIUTES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WTHOUT A PERMIT FROM THE CITY.
7. THE INSTALLA71ON OF ADDITIONAL IMPERWOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR
THAT A SEPARATE ENGINEERING P&MIT BE OBTAINED.
OLIVENHAWONKIPALWATERDISTRICTNO ES•
1. POTABLE WATER WORKS SHALL BE CONSIRUCIED IN ACCORDANCE NTH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST
RECENT EDITION OF THE OUVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIRCATONS AND DRAWNGS FOR THE CONSTRUCTION OF
WATER MAINS AND FACIURES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS CONTRACTOR
SHALL HALE A COPY OF THE STANDARD S PECIFICATONS ON TIE JOB SITE AT ALL WE
2 THE SURVIS90N AND RENEW OF ALL SUBMITTALS (SHOP DRAWNGS, SIX SE7S) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE
ACCOMPLISHED PRIOR TO THE PRE- CONS7RUCTION MEETING WTH THE DISTRICTS INSPECTOR.
J. UNLESS OIHERNSE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE THE AND DURATION OF ANY SHUTDOWNS OF EXISTING
MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT DISTRICT SHALL BE NOTW TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN.
4. CONTRACTOR SHALL COORDINATE NTH DISTRICT ALL ARRANGEMENTS FOR HIGH -LINING TEMPORARY SERWCES PRIOR TO SHUTDOWNS. NO
SHUTDOWNS NIL BE SCHEDULED ON A MONDAY OR FRIDAY.
5. CONTRACTOR SHALL RENEW ALL PROPOSED TRENCH NORK WTH CAL /OSHA. A COPY OF EXEMPTION LETTER OR IRENCHING PERMIT lF
REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO COIVSTRUC77ON.
6. NO WORK MA Y BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS
DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF NORK TO ARRANGE FOR INSPECTION OF THE PROffCT
7 THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA' TO HAVE UNDERGROUND SERVICE UTUTES LOCATED PRIOR TO
CONSTRUCTION. THIS CALL NIL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC
RIGHT -OF -WAY. (DIG ALERT PHONE. 800= 227 -2600)
8. ALL EXISTNG FACIURES NHICH MAY AFFECT PROZCT CONSTRUCTION, 11., LINE CROSSINGS, LINE PARALLELING OR PROPOSED
CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS
9 THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND
IDEN70CA17ON TAPE ABOVE ALL PUBIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY.
10. WERE ELEYA71ONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFIEE TOP OF PIPE PROFFlLE IS 48 -INCHES BELOW CENTERLINE
OF FINISH GRADE OF STREET.
11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS NTH 4' MAXIMUM DEFLECTION PER
COUPLING (2' PER JOINT). NO BENDING (CURWNG) OF PIPE SHALL BE PERMITTED.
12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW-OfFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE
PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S
REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW-OFF MIEN LOCATED AT OR NEAR HIGH OR
LOW POINTS AS APPROVED BY THE DISTRICTS REPRESENTA7T
I3. INSTALL A MINIMUM 1 -INCH WATER SERWCE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LANE. A 314 -INCH HIGH
LETTER 'W" SHALL BE CHISELED IN TOP O EXISTNG CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERWCE CROSSINGS
14. METER BOXES SHALL NOT BE- PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT.
15 ALL WATER SERVICES FOR IRRIGARON, MULTIPLE RESIDENTIAL COMPLEXES COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HALE
APPROVED BACKFLOW PREVfNTON DEVICE ON CUSTOMERS SIDE OF WATER METER.
16. CONTRACTOR SHALL TE OF ALL VALVE LOCATIONS AND PRO14DE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION
OF VALVES
17 LINE VALVES, WHERE REQUIRED AT STREET IN7ERSECTONS SHALL BE LOCATED AT THE TEE MIENEVER POSSIBLE.
18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICTS STANDARD SPECIFICATIONS, ARE TO
BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT.
19. ALL DESIGN CHANCES TO THE WATER SYSTEM SHALL BE APPROWD BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION
AND ACCEPTANCE OF THE CHANCE
20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE CHAD STANDARD SPECIFICATIONS THE
CLASS OF PIPE SMALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPUNTENANCES
23 CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE
PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH
MAY BE DISPLACED IN SO TONG THAT MAY PROVE DEFECTI IN WORKMANSHIP AND/OR MATERIALS WITHIN THE
ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE NIHOUT EXPENSE NUATSOEVER TO THE DISTRICT, ORDINARY NEAR
AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED.
24. ALL IRRIGATION METERS SHALL BE SERVED WIN RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN NRITNG BY THE
DISTRICT
25. ALL Bi/RIED RTTNGS AND VALVES SHALL BE MAX TAPE N97APPED IN ACCORDANCE WIH CHAD STANDARD
SPECIfiCA
STORMWATERPOLLUTTONCONTROL BMPNOTESRELATNETOCON87RUCI IONACTM77ES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL 70 WASH CONCRETE SLURRY, MORTAR, STUCCO, PLASIER AND
THE LIKE INTO NNE STORMIER CONVEYANCE SYSTEM OR ANY RECE71W WATER. CONTRACTOR SHALL POST A- SIGN DESIGNATING THE
WASHOUT LOCAROI.
A STABILIZED CONSTRUCTION 571E ACCESS SHALL BE PROWDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OF
SITE. INNS SHALL INCLUDE USING MAIFMAL SUCH AS 3' CRUSHED ROCK AND/OR CORRUGATED STEEL PANEIS/PLATES
CONSTRUCTION VEHICLES
A SPEaRC AREA AWAY FROM GUTIERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VENICYE
RETiUEUNG, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE
EROSION CONTROL
EROSION CONTROL MUST BE PROWDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST
EROSION BY INSIAWNG EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COYER" VEGETATION, AND
BONDED FIBER MA NIX.
1 4 4 1 hi: ll�u I I I : iI .. 4 ii 1 &MR1, iY i( l =111,
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSNUCRCN SITE CONTRACTOR SHALL PROTECT
CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES
REMOVE EXISTING WCETAITON ONLY NO ABSOLUTELY NECESSARY. LARGE PROvEC]S 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 PLANING FAST GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND INE
SOIL
PLANT PERWANENT 1EGETATTON AS SOON AS POSSIBLE, GNCE EXCAVATION AND GRADING ACTWTES ARE COMPLETE
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED :
ONSUECONSIRUCTIONMATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PRREANT SEEPAGE AND SPILLAGE CONTRACTOR SHALL STORE IRESE
PRODUCTS WHERE THEY NIL STAY DRY OUT OF THE RAIN. C0V7R4CT0R SHALL PROWDE SECONDARY CONTAINMENT FOR ALL FUEL
STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER fROM STOCKPILES KEPT ON -577E. STOCKPILES MAY INCLUDE SOL,
PARING MATERIALS ASPHALT CONCRf7E AGGREGATE BASE ETC STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
STORMWAIER STORMWITER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WIH SOL STABILIZATION
MEASURES AND PROWDEU NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES
TRAINING
CONTRACTORS' EMPLOYEES NISI PERFORM CONSTRUCTION N THE CITY OF ENCINITAS SHALL BE TRAINED TO OU FAMILIAR WITH THE CITY
OF ENCINITAS STORMWATER MU77ON 0011711 REQUIREMENTS THESE BMP NOlES SHALL BE AVAILABLE TO EVERYONE WWKING ON SITE
THE PROPERTY ONNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND 71OR
OWN RESPONSIBIIRES
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING 97 ALL WASIF AND UNUSED CONSTRUCTION MATERIALS DUMPNG OF
UNUSED OR WASTE PRODUC75 ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SY57EM IS STRICTLY
PROBITEDR,
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DOES SHALL BE PLACED AROUND ALL DUMPS7fRS
TO DIVERT THE NATURAL STORM RUNOT DUMPSITES SHALL BE CHECKED FREOUENTY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED
AT ALL TMES DUMPSIERS WITHOUT LIDS SHALL BE PLACED WTHN STRUCTURES NTH 1MPERWOUS ROOFING OR COVERED NTH TARPS IN
ORDER TO AVOID RAIN CONTACT WITH ANY 7RA91 MATERIAL.
MANY CONSTRUCTION MATERIALS MUDING SOLVENTS, WATER -BASED PAINIS VEHICLE FLUIDS BROKEN ASPHALT AND CONCRETE WOOD,
AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO N APPROPBAIF LANDFILL OR DISPOSED
OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MALERIAL, CALL THE HAZARDOUS WASTE HOIUNE TOLL FREE
AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSW CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING OUTER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR 91ALL- PROMOF SECONDARY
CONTAINMENT AND LOCATE PORTABLE 7010S AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORMDRAN CONTRACTOR MUST ROUTINELY CHECK
AND CLEAN UP MATERIAL THAT MAY HAVE IRAVELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING
DEPARTMENT CITY O ENCINITAS AT (760) 533 -27M..
1. THE EXISTENCE AND LOCATION OF UNDER(ROUND UTUTY PIPES AND STRUCTURES SHOWY ON THESE PLANS WIRE OBTAINED BY A
"CH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE IHERE ARE NO EXISTNG UTILITIES EXCEPT AS SHORN ON THESE
PLANS, HOWEVER• THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTNG URURES OR
STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE MOVING OWNERS OF SAID
UTUTES OR STRUCTURES PRIOR TO ANY EXCAVA70N, FOR WfRIF7CATON AND LOCATION OF URCITES AND NOTF7CATON OF
COMMEVIC51JENT OF WORK•
A SENERS - ENCINITAS SANITARY DIWSION - (760) 633 -5018
B. GAS k ELECTRIC - SDGE - (760) 438 -6200
C. WATER - 6MND-(760) - 753 -6466
A TELEPHONE - SBC BELL - (760) 489 -3411
E CABLE TV - COX COMMUNICATIONS - (760) 806 - 9809 X2233
2 CONTRACTOR SHALL NOTIFY 7HE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON 771IS PROJECT
PHONE (760)633 -2770.
J. THE CONTRACTOR SHALL GVf 24 HOURS NOTICE ON CALLS FOR NSPECTON. PHONE (760) 633 -2770. ALL WORK PERFORMED
WITHOUT BENERT OF INSPECTOR WLL BE SUBJECT 70 R&ECTTON AND REMOVAL.
IMPERVIOIISAREA SUMMARY
THE ONLY NCIREASE AND OR REMOVAL/REPLAC£MENT OF IMPFRWOUS AREA FOR THIS PRO!€CT IS DUE TO THE REMOVAL AND
RECONSTRUCTION OF THE FAILING RETAINING WALL AND ANY RECONSTRUCTION OF THE TILE PATIO DUE TO NEW FOOTING CONSTRUCTION.
THIS IS CLASSIFIED AS A BASIC PROJECT PER THE STORM WATER INTAKE FORM.
OWNER
JOAN ZELTINDER
SITEADDRESS
130 CONEFLONI STREET,
ENCINITAS CA. 92024
ASSESSOR'SPARCELNO.
257 -090 -10-02
DATE Of TOPOGRAPHY SURVEY
MAY 13, 2017
LEGAL DESCRIPTION
LOT 104 OF PACIFIC SERENA UNIT J3, IN THE CITY O ENCINTAS COUNTY OF SAN DIEGO, STATE
OF C41JFOM ACCORDING 70 MAP N0. 6599 FILED IN THE Of TIICE Of THE COUNTY RECORDER
OF SAN DIEGO COUNTY ON AUGUST 10, 1971. EXCEPTING THEREFROM THE NORTHERLY 42.95
FEET ]HEREOF.
OWNERS CERNFICATE
I FIEREBY CER77FY THAT A REGSIERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERWSE OVER ALL GRADING AC7TWTY
AND ADWT ON THE COMPACTION AND STABILITY OF THE SITE.
I HEREBY AGREE TO INDEMNIFY, D€FfND, AND HOLD CITY AND CITY'S OFFICERS, OFFICALS EMPLOYEES AND AGLW75 HARMLESS FROM, AND
AGAINST ANY AND ALL UABUTES CLAIMS DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS INCLUDING ALL COSTS OF DEFENSE
THEREOF, ARISING OUT OF OR IN ANY MANNER CONNECTED DIRECT Y OR INDIRECTLY NTH ANY ACTS OR OMISSIONS OF GINNER OR OWNER'S
AGENTS EMPLOYEES CONTRACTORS SUBCONTRACTORS, OFFICIALS OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION
COVERED IN TOE PERMIT OR CONNECTED DIRECT Y OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS W I NIN 771E PRIVATE PROPERTY OR PUBLIC
EASEMENTS
wit. V1 � 1Vei-5 l 4' •� 10I�71�„
4 - .o
S TA T EME N T O F EN G I N EER OF WORK
THE [UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WTH THE GENERALLY ACCEPTED
STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE CR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
HEREIN SNAIL BE IN ACCORDANCE NTH THE RULES AND REGULATONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE
ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR RENEW PERFORMED BY TIE CITY OF
ENCINITAS IN 17S 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 FLANS 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 INE CITY OF ENCINITAS AND I7S OFRCERS AGENIS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY
ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR OMISSIONS OF IRE ENGINEER AND H IER AGENTS OR EMPLOYEES ACING
W771IN 771E COURT AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENONEER.
SIGNATURE. • V x ll Q ---Ua DAIS' H !(1 1 7
WENT L SAM PO S,y��
COMPANY- SAMPO ENGINEERING, INC. W � No. 44173 ° m
ADDRESS- 171 SAXONY ROAD, STE. 213 ENCINITAS CA 92024
06 -30 -19
PHONE NUMBER.• (760) 436 -0880 Ac
RCE EXPIRES- 6130117
EARTHWORKDATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE 1:5.• 1
MAXIMUM VER77CAL DEPIH OF CUT = 79* FEET
MAXIMUM IERTCAL DEPTH OF FILL = 0.0 fEET
*077CAL CUT DEPTH IS TO C011157RUCT NEW FOOTING AND REPLACE
THE EXISTNG FAILING WALL. MAX EXPOSED FACE O WALL 4.25 FEET
CUT = 95 CY
FILL = 95 CY
IMPORT= 0 CY
JN: 17-134 812912017
SAMPO
E NGINEERING, INC.
TA SVW fiM SITE 214 O WTAS GA 91024 1
Td: 1360) 4X-M EAK OW) 0 -" - ..
BMPPROJECTSTATUS '
STANDARD
I FIELD OPERATIONS I PLANNINGANDBU /LD /NG I I PARKSANDRECREATION I OL/YENHA /NMUNIC /PALWATERQ /STRICT I ENCIN(TASF /REDEPARTMENT
,IMTAS Mvu 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFCABONS
PRIOR TO RE-IN OR CONNECTION TO EXISTING SYSTEM FACIUTES BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA
SPECIRED IN THAT SPECIFICATION
'//( /TV q 22 CONTRACT RECORD DRAWNGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE' OF WORK. THE PLANS MUST PROWDE POST
V i l�'�N((1 MAP
ONSTRUC77ON VERIFICARON OF THE LOCATION AND REVATON O PIPES AND APPURTENANCES
NIS
8 ' �/ ' 17
� � � Ct
( �-I
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g 3 � , 1?.
/�
� 30 %
l `
v
F
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SIGN DATE
SIGN DALE
SIGN DA
SIN DATE
SIGN
DATE
CHANGE NO.
VESCRIP77ON
APPROVED
DATE
BENCHMARK
SCALE
ASBUILT
DRAWN BY
CHECI(ED BY
ENG!NEER/NG lKSIONAPPROVALS
CffYOFENCIM PAS- DEVELOPMENTSERY/CESDEPARTMENT
DRAWING NO.
VLS
lz
CITY OF ENCINITAS VERTICAL BENCHMARK NUMBER 1026
LOCATED ON DIE SOUTH SIDE OF SAXONY PLACE 200' WEST OF
SAXONY ROAD.
DATUM.•NAW88 ELEVATION.• 175.189'
l� /A
(� o�• ---,- 11 30 %I7
,S /AMP
PLANS PREPARED UNDER SUPERV VISION OF
� � � DATE: �! ells
� .�- R.CE. N0.: 44173
WNCENT 1. SAMPO
ENGINEER OF WORK EXP. x/30/19
RECOMM /
� AK
9-7-/2
DATE
APPROVE
DAZE
SIMPLIFIED GRADING PLAN FOR 280 CONEFLOWER STREET
ZEAPN. 25-090 -0 -0Z RESIDENCE
�,/ �+/±
1�7`f1 �'�7V
"
WNCENT L �-
i ,
a
RENEWER INSPECTOR
[SLY.
SHEET i OF
i f 5
x
If 9Z2 &—D HALL
455 F 2455 9#2420
go' PTWALL,4U;5 t
1f46 9 71N245.0 'r , .' 1 x
FG.2447 bfr0g.3 z45.,7
24568 7W,4
1f4i13TW2450
FG•2423 8N., 23-2 1
4
1 ( I } 245.56
L _
V4.21X 4 224.561
i I�
s { r I 1 1 I
11 I I I s i } 1 I4 i i A lf3 55 245.0 2j. U � i
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NE 5A#WT
_ 630' -
i REMOVAL -
! I 3
fET'ATKi— 1
f i i l •° 4 9 1 1 { �sr�sg L!!
1- F23.25 7W'2450 i
I
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246i 49
SQ— PIPE CONNEC17ON
S6 i SD 4 WAL 9O•ANGEPT
j { FG24T2 BW�2 6
I
I 1 I I { I ! 1 t l I s 5
1
i
f 2301
LEGEND
PROPERTY BOUNDARY
PROPERTY LINEIR16HT OF WAY
EXISDNG CONTOUR
EXISTING ELEVA17ON
NEW ELEVAPON
D4fiMT15ANCUT LINE
CONCRETE MASONRY RETAINING WALL
BY
BOTTOM OF WALL
FC
RNISTHED CRADE
lE
INVERT EIEVADON
7W
TOP OF WALL
R1W RIGHT OF WAY
CHANCE NO.
----82
X 8243, (82.43)
DESCRIP77ON
KEY NO TES.-
DEMOUSH/PROTECT IN -PLACE Q
I. PR07ECT BUSH IN -PLACE
2 OEM01ISH PORTION OF PAW 77LES
3. PR07ECT TILE PA770 IN -PLACE
4. DEMOLISH WYIOD RETAINING WALL
5 PR07ECT WOO FENCE M- -PLACE
6. PROTECT RETAINING WALL IN -PLACE
NEW /MPROVEMMENTS
L NEW CONCRETE MASONRY RETAINING WALL PER SORSQ C -3
WALL NOT TO EXCEED R0' HEIGHT
STORM DRAIN ATER � ALITY
/w O
L 4' PVC PERFORATED SUBDRA/N PIPE 0 IX MIN SLOPE
2 8' MOE BY 5' LONG RIP -RAP ENERGY UISSIPATOR PER SORT
D -40 TYPE I (WITH SILL)
3 4- DIA Ply (SOR -35 MIN) STORM DM PIPE
4. STORM DRAIN CLEANOUT PER SORT SC -01
5. 6' AREA DRAIN BY NDS OR APPROVED EOUAL
6. 7' NVE LEVEL SPREADER WITH TOO 4' PVC PERFORA70
SUBDRAIN PIPES LAID FLAT TO SPREAD FLOW.
APAJ 257- 090 -10 -01
N8,r45'43'W 12795' UNIT 1
UNIT 2
230 COQ E I MIR S1
APN 257 - 090 -10 -02
w
0
IV AFl,
- -x2455
N8T454J71' 12800"
1 +00 BEGIN WALL - - -�-•— -
7*245.5 Fr. 245.5 BW2418 - - - -
CONSTRUC770N NOTES
l EXISTING TOPOGRAPHY AND BOUNDARY DATA SHOWN H960N
PROVIDED BY SAMPO O GNEERING, INC. ON MAY 17, 2017
2 A PRELIMINARY BILE REPORT PREPARED BY FIDELITY NA 7T0NAL 711LE
COMPANY DA 7E0 APRIL 8, 2015 AS ORDER' NO 0005410-007-&-X HAS BEEN REVIEWED FOR EXISTING 0101F EASEMENTS SAID MILE
REPORT REVEALED NO ONSITE EASEMENTS THEREFORE NO EATlIENTS
HAVE BEEN PLO TIED HEREON
3. ALL ON -571E STORM DRAIN. DRNNALT SWALE AND EMP AREAS
ARE PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY ONNER.
4 WALL RHATIONS SHOW HEREON MAY VARY DURING CONSNUC7ION
DUE 70 EXISTNG GRADES AND SOIL ENGINEER RECOMMENDABONS SOIL
ENGINEER SHALL DETERMINE FNAL WAIL F0017NG DEPTHS
5 ALL EXIS77NG AND PROPOSED URUTY LINES SERVING 7HE SUBJECT
PROPERTY SHALL BE INSTALLED UNDERGROUND
6.- CONTRACTOR 70 LOCATE AND PR07ECT IN -PLACE ALL EXISDlVG
UPLI77ES
7 EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE IF
ANY MONUMENT IS 0157URBED OR DESTROYED IT SHALL BE REPLACED
BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD
OR SURVEY SHALL BE FILED W1IH THE COUNTY PRIOR TO RELEASE OF
SECURIDES
6 .SEE SHEET 3 FOR TEMPORARY EROSION CONTROL MEASURES AND
CONSNUCRON BEST MANAGEMENT PRACTICES
APPROVED DAIS BENCHMARK
CITY OF ENGNIMS VERTICAL BENCHMARK NUMBER 1026
LOCATED ON ME SOUK SIDE OF SAXONY PLACE 200' NEST OF
SAXONY ROAD.
DA7UM.•NAWW ELEVADON.• 175.189'
APN 257 - 090 -09 -01
10. ALL UTILITIES SHOWN HEREON ARE APPROXIMATE CONTRACTOR TO
VERIFY LOCADON PRIOR TO CONSTRUCRON.
It A SOIL ENGINEER SHOULD BE RETAINED DURING CON57RUCTION BY
THE CONTRACTOR TO OBSERVE AND 7EST THE GRADING OPERATION AND
TO DETERMINE BOTTOM OF WALL ELEVATIONS A FINAL SOIL REPORT
SHOULD BE PREPARED AND ISSUED AT PROk"CT COUPLE770N.
12 CONTRACTOR TO LOCATE EXISTING ON-SIT PRIVATE STORM DRAIN
THAT DRAINS THROUGH THE EYJSI7NO WALL DURING DEMOUDON OF
EXISDNG WALL ALL STORM DRAIN WITHIN 7HE WORK AREA SMALL BE
DISCONNECTED AND DEMOLISHED. NEW STORM DRAIN SMALL BE
CONSIRUCTED AND RECONNECIED TO CONVEY WA7ER THROUGH THE
NEW MASGVRY WALL ALL NEW STORM DRAIN PIPES SHALL OUTLETLNTO
THE RIP -RAP ENERGY DIS.SP4 7ER SHOWN ON THE SLOPE:
1" 2.5'
j
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I
2.B'
EAYS71NG 77LE PAW
REMOVE SOUL TO CONSTRUCT WALL
AND REPLACE AND RLE7%WACT
4' DIA Ptti (STIR 35 MIN) TO 90Y UNO BY SOIL ENGINEER
. Om WALL STORM DRAIN PIPf -v
REMOVE SOIL TO CONSTRUCT WALL AND 314 "GRAVEL BACKftlL WRAPPED
REPLACE AND RECOMPACT TO 90X, UNO = - A IN MIRAFI 140N GEO FABRIC
BY SOIL ENGINEER
EXISTING 4' 91A PERFOI?AlEI) SYJBDRAIN
GRADEk' PIPE W 1% MIN SLOPE
!� -' ,` •ice -- } ,�
YF 2
RETAINING WALL CROSS- SECTION
SCALE AS-BUILT "`2T °` i VA /5
ZL
in PLANS PREPARED UNDER SUPERWSION OF
t _� 1/130)/y
NNGENT L 0
SRfil 'y GY+M MNCENT L SAMPO
REVIEWER INSPECTOR 41 I ENGMIEER ENGINEER OF WORK
Lxcc LIT.'
ENC4NEERINGDIVISIONAPPROVALS
VLS
RECOM N E . APP VE ;
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DAIS : 1b lrl
R.G.E. NO.: 44173 DAIS DALE
EXP. 6130119
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4' D14 PVC (SDR35 MIN
SOLID WALL STOW URA(
PIPE
CMU RETAINING WALL PER
SDRSD C-3
TOP OF WALL F0077NG a
DETAIL "A"
28.00'
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SCALE: l' = 5'
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SUBDRNN PIPE 0 1X MIN
SLOPE
Cif Y 0 F EN C I NI T A S- D E NEt 0 P M E N T S E R V/ C E S DEPARTMENT
230 CONEFLOWER STREET
ZELT /NGERRESIDENCE
APN: 257-090-10-02
r No. 44173
06 -30 -19
OF CAI-
JN. 17- -134 8 -29 -17
�SAM
ENGfNEERIN6, ING.
PO
J7i SAXAVYRAID 9AlE214 RYI:NTA$ CA 91tl14
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APAI 257- 090- 10-C2
4WD FENCE _
AS 7W,4 43 W 00
1-�-00 SEW WALL
,7W245.5 FC-. °245.5 BW.°241.8
1. SET POSTS AND EXCAVATE A 2 STAPLE WIRE FENCING NOT TO SCALE
4 BY 4 IN (10 BY 10 CM) THE POSTS
TRENCH UPSLOPE FROM AND
ALONG' 7HE LINE OF POSTS �r M . 1 1 1 i ®` - _ ?57-0-90-09-01
_j jIL�I
11,
3. ATTACH 7HE FILTER FABRIC TO
THE WIRE FENCE AND EX7END IT
INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
L.
1�1�
1 � 016
of D6 -30 -19 4c
NOTE-
AL7ERNAnVE SILT FENCE CONSMUCRON MAY BE USED
IF RRST APPROVED BY THE ENGINEER OF WORK AND
SEE CALIFORNIA STORMWATER QUALITY
ASSO IA17ON (CASOA) STANDARD DWG N0.
w
a
THE INSPECTOR
SE-1 FOR ADDIRONAL INFORMARON
5 2.5 0 5 10
JN.17 -134 15-29 -17
AMP 0
TYPICAL SILT FENCE
NO SCALE
J ^,
u
SCALE: 1" = 5'
- E N 61 N E E R I N- G,.INC.
171 MANY Rata SWEAT M WrAS N .
i7AV
r
CHANCE NO.
DESCRIP77ON
APPROVED
DAIS
BENCHMARK
SCALE
AS-BUILT
°
DRAB ez
cHE Br
ENGINEER/NGDI ISIONAPPROVALS
CITY OFENCI WAS•DEVELOPM €NTS €RWESDEPARTMENT
DRAWNGNO,
s
,qS- 491LI
CITY Of fNaNITAS sERnCAL BENCHMARK NUMBER 1026
LOCATED ON TIIE SOUn1 SKIS SaXGYY PLACE 2D0 W£ST
SAXGVYROAD.
DAIUM.NAIDBB ELft�AnDN )75.189'
�_
( -J�
ll 3017
.1-1 /30/
PLANS PREPARED UNDER SUPERVISION OF
DATE: yf'b�17
0
V A - --�/✓ R.GE. NO.: 44173
WNCENT L. SAMPO EXP. 6/3O/19
ENGNEER OF WORK
RECOMM APP
S � K NK
�- �. / 32 2
VA /L DAIS
230 CONEFLOWER STREET
ZELTINGfRRESIDENCE
APN.'257 -WIP -02
13421 -SG
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li'91
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SHEET 3Y3
REHE1{ER
INSPECTOR
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