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2012-11321 G (Plans)RIGHTOFWAYNOTE EROSION CONTROL 8TORMWA TER POLL UT /ONCONTROL BMPNO TES RELAT /VETOCONSTRUCTIONACTIMTFIES LEGEND STANDARD SYMBOL OWNER IS 70 OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE t 1N CASE EMERGENCY WORK IS REQUIRED, CONTACT KO.BY GIBSON AT (760) 557 -2230, 24 HOURS A DAY. CONCRETEWASHOUT PROPERTY BOUNDARY - - - - - -- PUBLIC RIGHT OF WAY. FAILURE TO DO SO MIL RESULT !N ISSUANCE OF A STOP RORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY S770 CONCRETE RESI'ONSIBiLIiY OF THE OVER TO KNOW WHERE HISINER PROPERTY LINE IS 2 EQUIPMENT AND WORKERS FOR EMERGENCY OW 91ALL BE MADE AVAILABLE AT ALL i7MES DURING THE RAINY SEASON (DCTOBER 1 WA91WT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASP CONCRETE SLURRY MORTAR SIUCCU MIER AND 7HE LIKE INTO THE PROPERTY LINE - TO APRIL 15 „ ALL NECESSARY MAMMALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCA7701VS 70 FACILITATE STORMWAIER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. COVTTAC70R SHALL POST A SIGN DtSIONATIN� THE WASHOUT LOCATON. DRAINAGENOTE RAPiD CON UC77ON OF 7EMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT EASEMENT LINE CONSTRUCTION SITEACCESS NO CONCENiRATED DRAINAGE FLOWS ARE PERM177ED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM SIRIUC7URES 3. DEVICES SI10iVN ON PLANS SINALL MT BE MOVED OR MODIFIED WITHOUT 771E APPROVAL OF THE ENGINEERING INSPECTOR. A STABILIZED CONSTRUCTON SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE IRIS SHALL EXISTING CONTOUR FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 4. THE CONNAC701? SHALL RESTORE ALL EROSION CONiROL DEVICES TO WORKING ORDER 70 771£ SA7797AC716N OF IN€ CITY ENGINEER INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGA7ED STEEL PANQS/pLATES UTILITYNOTE AFTER EACH RUN -OFT PRODUONG RAINFALL. €NSRNG ELEVATION 5 THE CON7RACTOR SHALL INSTALL ADDITIONAL EROSION CONIROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO CONSTRUCTiONVEH /CIEs ALL U77LI BES SERVING THIS 97E SHALL BE INSTALLED UNDERGROUND. AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHiCH MAY ARISE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSIRUC7ON VEHICLES PARKING, VEHICLE R&UELINQ AND NEW CONTOUR 112 ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -5Y7E. GENERAL NOTES 6. THE 001I7RACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS 70 PREVENT PUBLIC TRESPASS ONTO AREAS NEW ELEVATION 71250 THAT ARE UNSAFE OR ARE P07ENNALLY UNSAFE EROSiONCONTROL L ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SPECIRCA77ONS FOR PUBUC NOKKS CONSiRUC70N, EROSION CONIROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY 91ALL BE PROTECTED AGAINST EROSION BY INSTALLING DAKIGHT LINE - ^- ^ - ^ - ^- THE DESIGN CONSTRUCTON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DiEGO AREA REGIONAL STANDARD DRAMNGS ANY 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUAIF GROUND COVER WGETATTOA; AND BONDED FIBER MATRIX. CHANGES OR REVISIONS IHEREFROM SHALL BE APPROVED BY THE CiTY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTON. & GRADED AREAS AROUND 7HE PROECT PERIMETER MUST DRAIN AWAY FROM 771E FACE OF SLOPE AT THE CONCLUSION OF EACH NO EXCAVATION AND GRADING ACPW17ES ARE ALLOWED DURING WET WEATHER. DRAINAGE SWAtE (DETAIL 'C) 2 THE SOILS REPORT PILED 'GEOTECHNICAL INVESTIGATION PROPOSED DUPLEX CONVERSION 70 TV SWGLf- FAMILY RESIDENCES, #ORK DAY. DIREC77OV OF FLOW DIVERSIOY DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SI If. CONTRACTOR SHALL PROTECT CI}ANNELS AGAINST ° . 743 -745 NEPTUNE AVENUE PREPARED BY HETHERING70N ENGINEERING INC. DATED APRIL 24 2012 SHALL BE CONSIDERED AS A PART 9. ALL REMOVABLE PROTECTIVE DEMLES SHOWN SHALL BE IN PLACE AT THE END OF EA CIH WORKING DAY WHEN THE FIVE (5) DAY EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES CONCRETE PAVEMENT PER PLAN OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCC WITH 7HE RfCAIMIENdATION§ AND SPECIRCATIONS CONTAINED IN RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH lIA/NFALL. SAID REPORT REMOVE EXISTING WCETABON ONLY WHEN ABSOLUTELY NECESSARY. LARGE PRO.ECIS 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 TURfSTOVE Wi7H 3 iff' GRAVEL FOR LIMP'S BELGARD OR APPROVED EQUAL o o O u u u 3 SEPARAIE APPROVALS AND PERM175 FOR ANY C007RUCTON MIHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN STORMWATERPOLLUTIONCONTROL POSTCONSTRUC17ONBMPBMPNOIES i CONJJNCTION NTH IMPROVEMENT PLANS TEMPORARY VEGETATON MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION iS NOT IMMEDIATEL Y PLANNED FOR EROSION CONTROL PURPOSES L FOR STORM WATER POLLUTION CONiROL PURPOSES ALL RUNOFF FROM ALL IMPERVOUS SURFACES INCLUDING ROOF DRAINS SHALL EROSION SHALL BE PREVENTED BY PLANTING FAST- GROIWNG ANNUAL AND RERENN /AL GRASSES TO SHIELD AND BIND THE SOIL. 4. W ITIEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSYIE GRADING. DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PROP. TO COLECTON AND DISCHARGE ONTO THE STREET AND /O4 /N70 THE PU0VC CONCRETE MASONRY RETAINING WALL PER MRA7 C -1, 4 & 9 S70RM DRAIN SYSiDW. PLANT PERMANENT WG_ TA 77ON AS SOON AS POSSIBLE, ONCE EXCAVATON AND GRADING ACTIW RES ARE COMPLETE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTONS REQUIRED TO PROTECT ADJACENT PROPERTES DURING GRADING OPERATIONS BUILDING RETAINING WALL PER BUILDING PERMIT ANYTHING DAMAGED OR DESIROYED SHAM BE REPLACED OR REPAIRED TO COMMON DOSTNO PRIOR TO GRADING 2. A D LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONIROL WALL NOT BE MODIFIED NIHOUT A PERMIT WATER USAGE FOR DUST CONIROL SIHALL BE MINIMIZED. PRIVATE SUBDRAlN PIPE SDRSD D -60, PVC Sl1R -35 -SUB SUB - 6. TINE DEVELOPER SHALL LA RESPONSIBLE THAT IER ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE 3. ALL IMPERVIOUS AREAS WINN THE VIE SHALL DRAIN TO APPROVED BMP/�p FACILITIES AND OR TO TURF OR LANDSCAPED AREAS ONSiTECONSTRUCTiONMATER64LSTORAGE RE ESTABLISHED AND REPLACED BY k REGISifRfd CIVIL ENGINEER OR A !lCANSED LAND SYURVEYfJR MTH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MOIST ELOPE TOWARD IHf APPROVED STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE 70 PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR -WALL STORE IHESE PRODUCIS WHERE PRIVATE STORM DRAIN PIPE SIMSd D-60, PVC SDR ®35 -SD SD® 7 THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEWS INCLUDING SHORING AND SHALL BE RESPPONSIBLf BMPIIMP FACILITY AND /O4 THE 71IRF14ANDSCAPED AREAS THEY iWLL STAY DRY OUT OF 711E RAIN. CONTRACTOR SHALL PROVDDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-91E EUMi ME OR REDUCE pMVATE CATCH 8A9N BY THOS' -SD--O-SD- FOR CONFORMING TO ALL LOCAL S`TATf AND FEDERAL SAFETY AND HEAL III STANDARDS LAWS AND REO1tLATI0NS POLLUTION OF SIORMWAIER FROM STOCKPILES KEPT ON -BYTE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONNCRETE. A6GRE647E BASE 4 NO DRAINS SHALL BE INSTALLED IN HAROrAPE DRIVEWAYS OR ANY 07HER IMPERVOUS AREA UNLESS THE FLOW FROM IHE DRAIN ETC STOCKPILES SHALL BE LOCA70 AWAY FROM CONCENIRAlED STORMWA7ER STORMWATER ROWS AND STORM DRAiN iNLEIS STOCKPILES SHALL BE & GRADING AND EQUIPMENT OPERATING NIHiN ONE -HALF (112) MiLE OF A STRUCiURE FOR HUMAN OCCUPANCY SHALL NOT BE DISCHARGES TO AN ADEQUAiF IMPAEUR COVERED OR PROTECTED NTH SOIL STABILIZA NON MEASURES AND PROVDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL RMES BMP AREA -NOT TO BE MODiFIED PER PLAN CONDUCTED BE79EEN THE HOURS OF 5.30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS 5. 1WTHOUT PERMISSION FROM THE CITY DRIVEWAYS SHALL HAVE A MINIMUM 1% CROSS SLOPE TOWARD THE IMP��MP AREA OR ANOTHER APPROVED DRAINAGE .SYSTEM TRAINING 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSIRUCTION MEETING HAS BEEN HELD ONS17E IWTH IHE FOLLOWING TIIAT IS DESIGNED 70 COLLECT RUNOFF AND DISCHARGE iT TO AN ADfOU4IE IMPAP. CONiRACTORV EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE /RAINED 70 BE FAMILIAR NTH THE CITY OF ENCINiTAS GRAVEL BAGS (CASQA SE -4, 8, 10) & DETAILS F & G PEOPLE PRESENT CRY INSDECTOR N CIVIL ENGINEER, SOILS 8H OURS GRADING E BY Cc%AR AND 0) 6JJTEE THE PRE - CONSTRUCTION 6. ALL STORMWATER IMPIBMP FACIUTIES SHOWN HEREON SHAG! NOT BE MODIFIED OR ALTERED W11HOUT A PERMIT PROM TE CITY. �� M �� G OR M�T INFORM IP4 � T NOTES W � Rf� EMEN STAN IH�L W K �S�UnESE PROPERTY OMV+IER(S) AND S2T FENCE (CASQA SE -1) & DETAIL H MEETING SHALL BE SCHEDULED TWIN THE CITY AT !EAST 48 HOURS IN ADVANCE BY CALLING (760) 63J 2770. f0. PRIOR ]0 HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE IMTHiN THIS PROJECT THE DEVELOPER 7. THE INSTALLATION OF ADDITONAL IMPERVOUS SURFACES NOT SHOW ON 771IS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR WASTEMANAGEMENT STABILIZED CONSTRUCTION ENTRANCE CASQA STANDARD TC -i & DETAIL E SHALL SUBMIT 70 AND RECEIVE APPROVAL FROM IHE CITY ENGNEER FOR IHE PROPOSED HAUL ROUTE. THE DEVELOPER WALL COMPLY THAT A SEPARATE ENGINEERING PERMIT BE OBTANNET} C0N7RAC70R SHALL BE RESPONSIBLE FOR PRC'PERIY D15POSYNG OF ALL WASTE AM UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASIE ( ) WiTH ALL COND17TONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE W1/H REGARDS TO THE HAULING OPERATION. & ALL DUSTNO AND PROPOSED TRASH ENCLOSURES WALL BE RTTED TO COMPLY W1IH STORM WATER BEST MANAGEMENT PRACTICE PRODUCTS ON 7HE GROUND, WHERE WATER CAN CARRY MY INTO THE CONVEYANCE SYSTEM IS SNICILY PROHIBITEDD, REG�!IREMENTS 771E TRASH ENLYOSURES SIIALL HAVE AN MHPERWOUS N�V COAiBUSABL€ ROOF THAT WILL NOT ALLOW RAiN WATER TO 11. UPON RNA! COMPLETION THE Wt1RK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AN@ /OR FINAL fN�ltla THE ENCLOSURE THE ENCLOSURE SFHAU BE LOCKABLE AND Lu61<tu NH€N NOT FN USE A BERM SIlA1L BE iNSTNIEO AT ALL NO SEEPAGE FROM ANY DUMPSTER SHAM! BE DiSCHARGfO WTO STORMWAIfR B£RMSM- jbIKES SHALL RE PLACED AROUND ALL DUMPSTF -RS TO DIVERT THE RELEASE OF SECYIPoTY AN AS GRADED LERTIACATION° SHALL BE PROVIDED STATING 'TIf GRADING UNDER PERMIT OPENINGS 10 HULIU !N ANY LIQUIDS THAT ESCAPE f]ROM THE DUMPSiER AND TO PREVENT ANY ROW OU STORM WATER 1HROUGl THE NATURAL S70RM RUNOFF. DUMPSITES SHALL SE CHECKED fREQUENILY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPS7ERS NO 11311 -G HAS TIf k PERFORMED IN SUBSTANTIAL CONFORMANCE M7H INE APPROVED GRADING PLAN OR AS SHOWN ON THE 7RASI! ENCLOSURE AREA THE BERM CAN BE CONSIRUC7E0 WiDE AND FIAT TO ALLOW ROLLINNG OF THE DUMPS7ER IN AND OUT. ]HE WITHOUT LIDS SHALL BE PLACED MIHIN STRUCTURES NIH IMPERVIOUS ROOFING OR COVERED WTH TARPS IN ORDER 70 AVOID RAIN CONTACT NTH ANY ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY 7N€ DATE AND SIGNATURE Of THE CIVIL ENGINEER RHO AR�U7 qNIS BA € NTHROUGH A CIT � DRAIN THAT DISCHARGES III MR AND DI�DRGED N70 T PL C TRY IRA SH MATERIAL CERTIFIES SUCH GRADING OPERATON SEWER SYSTEM NOT TO PLANTERS OR THE S70RM DRAIN SYSTEM A SEPARATE BUILDING PERMIT MAYBE REQUIRED FOR THIS MANY CONSTRUCTION MATERIALS INCLUDING SHWN WAIER -BASED PAINTS VEHICLE BROKEN ASHALT AND CONCRETE M. AND CLEARED BLVD• 12. ALL GRADING SHALL B£ INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND S]RUG7URE. VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TA& TO AN APPROPRIATE LANDFILL OR DISPOSED OF A§ HAZARDOUS WASTE CADIA TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKRLLS AND COMPACTION OF IRENCHES HE SHALL SUBMIT SOILS FOR INFORMATION ON DISPOSAL O- HAZARDOUS MATERIAL, CALL 7HE HAZARDOUS WASTE H07LINE TOLL TREE AT (800) 714 -1195 FOR INFORMATION ON LED REPORTS AS REQUIRED AND HILL DEIERMINE THE SUITABILITY OF ANY ALL MA7ERIAL. UPON COMPLETION OF GRADING OPERATIONS HE LEUCADIA WASTEWA ID? DISTRICT LANDFILLS AND TO ORDER DUMPS7ERS CALL EDCO AT (760) 436 -4151 c SHALL STAIF 7HAT OBSERVATIONS AND 7ESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HiS OPINION, ALL POLLUTANTS SHALL 8E KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE f0R THEIR INTENDED USE L LAD APPROVAL OF 7HESE PLANS DOES NOT RELIEVE THE APPLICANT PRIVAIE ENGINEER OF NORK OR CONTRACTOR fROM z 13. THE CONIRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF REM.9l8lL1TY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CCYNSTRUCDON PORTABLE 701LETS MUST BE iN GOOD WORMING ORDER AND CHECKED fREQUENIIY FOR LEAKS COIVTRAC7R SHALL PROVIDE SECONDARY CONTAINMENT \ WATER. HE MALL COV7RO SURFACE WATER AND AVOVD DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND 2 ALL DESIGN, MAIERIAIS; AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADiA WASiEWATER DISTRICT LNO SEWER AND LOCATE PORTABLE TOILETS AWAY fROM S70RMDRAiN INLETS ON FERROUS SURFACES � \ SHALL TAKE REMEDIAL MEASURE 70 PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND STANDARDS AND 70 THE REOfIIREMENTS OF THE STANDARD SPECIFICATIONS FOR P KS CONSIRU (GG AND THE ALL CONSTRUCTION DEBRIS SIfALL BE KEPT AWAY FROM THE STREET GUTTER AND S70RMDRAIN CONTRALTO? MUST ROUTN£LY CHECK AND CLEAN UP ABBREVIATIONS: y U EROSION CONiROL MEASURES HAVE BEEN INSTALLED REGIDiVAL STANDARD DRAWINGS MOST CURRENT AR� MAIDWA! THAT MAY HAVE IRAVELED AWAY FROM CONSTRUCTION 571E 14. ALL AREAS TO BE FILED SHALL BE PREPARED 70 BE ALLED AND RLL SHALL BE PLACED IN ACCORDANCE NIH STANDARD 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE EiN7RY R£OUIREMENI5 SHALL BE f0LL01VED AT ALL TIMES INTHOUT EXCEPTION AC = ASPHALT CONCRETE G 9 z SPECIRCABON. ALL VEGETABLE MATTER AND OBECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE FOR MORE INFORMATION ON SIORMW47ER POLLUTON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARIMENT, CITY OF CO = CLEANOUT = UPON WHICH IHE RLL IS 70 BE PLACED. LOOSE ALL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE RRM NA7URAL GROUND. 4. THE CONIRACTOR SHALL HALE A COPY OF THE DOCUMENTS SPECIFIED iN SENER MIES 2 & 3 ON THE JOB-SITE AT ALL TIMES ENCINITAS A T (760) 633 -2770. EP = EDGE PAVEMENT THE EXPOSED SOiLS SHALL BE SCARIAED 10 A DE17H OF 11 INCHES AND THEN COMPACTED 70 A MINIMUM OF 90 PERCENT. IT SHALL IF = ANi&V BOOR BE THE CONTRACTORS RESPONSIBILITY TO PLACE SPREAD WATER AND COMPACT THE FILL IN SIRiCT ACCORDANCE NTH SPECIRCA TONS, 5 THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DAIE OF RNAL ACCEPTANCE BY LOUD AND FG = RNISH GRADE SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEPEC17W IN W fiRMANSIIP ANdIOR MATERIALS NIH N THE ONE YEAR EARTHWORKDATA FH = ARE HYDRANT y 15. CYST AND ALL SLOPES SHALL BE CUT AND TRIMMED TO KNISH GRADE TO PRODUCE SMOOIH SURFACE AND UNIFORM CROSS SECTION. PERIOD W17HOUT EXPENSE WHATSOEVER TO LID. GV = GAS VALVE THE ELOPES OR EXCAVA77ON AND EMBANKMENTS SHALL BE SHAPED PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WRK STEEPEST EXISTING NATURAL ELOPE ON-517E = NA ENTIRE 517E PREVIOUSLY GRADED AND LEFT IN A NEAT AND ORDERLY CONDITION( ALL STONE$ R001S AND O#Q WASTE NATTER EXPOSED OR EXCAVAIION OR 6. PRIOR TO BEGINNING SEWER W17RK, CONIRACTOR SHALL SECURE A LNO PERMIT FOR COONSTRUCAON AND SHALL PROVIDE A MINIMUM ( ) GM =GAS MfiER SREE EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF 7HE 70E AND 70P OF ALL OF 48 HOURS NOTICE 10 LAD PRIOR TO CONSiRUCTION. MAXIMUM VERTICAL DEPTH Of CUT = 7' HP = HIGH POINT o SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH IHE GRADING ORDINANCE. MAXIMUM U77CAL DEPTH OF RLL = 8' � = N�O�T� LfVATIOV � 571E 7. APPROVAL O IHIS PLAN BY IV DOES NOT CONSTIIUiE A REPRESENTAiiON OF THE ACCURACY OF IHE LOCATION O; OR 7HE fL = LINEAR FEET �( Q 16. ALL IREE BRUSH GRASS AND OiHER CRECTONABLE MATERIAL SHHALL BE COLLECTED, PILED OR OTHERNiSE DISPOSED OF OFF THE EXISTENCE OR NON- ENSIENCF OF ANY UNDERGROUND UTILITY_; PIPE OR STRUCTURE WIINN THE LIMITS OF THIS PROJECT CUT = 240 CY =OVERHEAD 97E BY THE C�IRACIOOR SO AS TO LEAVE IHE AREAS IRA HAVE BEEN GEARED NTH A NET AND ANISHED APPEARANCE FREE FROM RLL = 40 C.Y O \ A UNSI6H71 Y DEBRIS APPROVAL OF LOCATION OF DEBRIS fXL SHALL BE SECURED fROM 7HE SGLS ENGINEER AND CITY ENGINEER PRiOR & ALL REVISIONS TO DRAWINGS SHALL RE APPROVED BY THE LNG, DISTRICT ENGINEER IN WfRiANG PRIOR TO CONSTRUCTION! EXPORT = 200 C. Y. FF = PONER POLE 70 IHE DISPOSAL OF ANY SUCH MATERIAL REMEDIAL = 1150 C. Y. (3 -5' REMOVAL AND RECOMPAC17ON UNDER AND 5' OUTSIDE OF BUILDING AREAS) SCO = SEWER CEANOUT 9. CONNECTIONS TO EXISTING SEWER PiPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LOUD INSPECTOR Slit/ = SEWER MANHOLE 17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM TREES NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED 70 ROW TO EXNSTNG SEWER UN77L AFTER ANAL ACCEPTANCE OF ALL UPSIREAM TG = TOP OF GRATE � \\ LOCATED WITHIN CITY SIREET RIGHT -OF -WAY, ON CITY PROPERTY, OR INTO CITY EASEMENTS ARE REFERRED 70 AS CITY TREES AND WORK BY THE LOUD INSPECTOR, OR AS APPROVED BY DISIRiCT ENGINEER. TW = TOP OF WALL SHALL BE PROIFC7FD IN PLACE DURING CONSTRUCTION UNLESS SPECIRCALLY APPROVED 07HERMSE. NO GRADINQ EXCAVATOR OR NM = WATER MENER J N DISTURBANCE OF CiTY IREE ROOT SYSTEMS SHALL OCCUR MIHIN THE CITY TREE �D�R)IP LINE AREA (THE AREA FROM 7HE TRUNK OF A � L�W� IERALS 9MLL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAW ML€. � OWN1SE SHOWN AS APPROVED BY SOILS ENGINEER'SCER77FICATE WV = WATER VALVE VICINITY � �06� T OUTERMOST 07EC D IN THE CANOPY l F APPROU IMPROVEMENTS F N CONFZ CT NIH A CITY NE, ITAMUST TO BE I, MARK D. HETHDWNGTON A REGISTERED C107ECHNICAL ENGINEER IN THE STATE OF CALIFORNIA PRINCPALL Y DOING BUSNESS IN THE FIELD O- APPLIED FV/AP 11. A 2-INCH NIGH 'S' -WALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL t(7CABON BY THE CONTRACTOR DlSTURBE`D UNLESS THE PLAN IS REVISED TO ADDRESS 171E TREE REMOVAL SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY O THE SOILS LVRIi71TIONS PREVUALENT IN IS SITE WAS MADE BY ME OU UNDER MY OWNERS: DIRECTION MARCH AND APR/ 2012. ONE COMPLETE COPY OF 771E SOILS REPORT COMPILED FROM THIS S7UDY, NTH MY RECOMMENDA17ONS HAS BEEN K01BY & ANNE GIBSON HUSBAND AND INFE AS JOINT 7ENANTS NIS 12. A )O GAGE SHIELDED COPPER WIRE TAG BE BURIED OVER EACH LATERAL THE WIRE ABOVE EXTEND UP R A 2' COPPER TAG SUBMITTED TO THE f CITY ENONffR. FURTHERMORE, l HAVE REWENED THESE GRADING PLANS AND CERTIFY IRE RfCOMME.NDA7100 INCLUDED 515 ENCINITAS BOW.., 31URE 202 NOT /F /CATIONS DEC ANDS JST BED TO THE N1RE. THE TAG OVER 771E SERER MANN SHALL TERMINATE 6' ABOVE PAVING HE 6RA E IN1H ANAL IN THE SOILS REP E AW BEEN INCORPORATED IN THE GRADING PLANS AND SPECRCATONS ENCNITAS CA 92024 LOCATION JUST BEL OW PAVING. ]THE TAG OVER THE CYUSTUMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNEC7E0 AND SHALL THEREAFTER BE BURIED AT 771E POINT O- CONNECTION SIGNED: 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN OV THESE PLANS NfRE OBTAINED BY A SIlEADDRESS: SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE IHERE ARE NO EXISTING UTILITIES EXCEPT AS SIHOWN ON THESE 13 ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS IA 743 -745 NEPTUNE AVENUE PLANS HONED..• THE C0NIR4C70R IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASUIRES TO PROTECT ANY EAISRNG UPLI77ES OR Q(t(1FESSlpN ENCINIMS, CA 92024 STRUCTURES LOCATED AT THE WORK SI1E. IT IS THE CONTRACTORS RESPONSBILITY TO CONTACT 7HE FOLLOWING OWNERS OF SAND 14. ALL SEWERS AND LAIERALS SHALL BE WAYNE BALLED LOW PRESSURE AiR 7E57ED, AND iELEKSED AT THE RG= NO.: 3197 F� NETHE U77LIRES OR STRUCTURES PRiOR TO ANY EXCAVATION, FOR VNIRCABON AND LOCATION OF UTHI77ES AND NON17CA776N OF APPUCANT1CONTRACMRS EXPENSE PRIOR TO CONSIDERATON FOR RNAL ACCEPTANCE BY LNG,. AIR ]EST SHALL BE DONE AFTER �`� o' Riy Fy ASSESSOR'S PARCEL NUMBER: 256 - 022 -17 COMMENCEMENT OF MV. CONSIRUU UN OF ALL OIHER UDUTIES AN0 UTILITY LATERALS. PROJECT NO., 70144 F cf Z A. & SEWERS - LOUD - SOCE 753 -0155 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE RNAL APPROVAL BY THE LOUD INSPECTOR PRIOR TO PARNG. HETHMINGTON ENGINEERING INC. No.397 z ,��, LEGAL DESCRIPTION., B. GAS & ELECTRIC - SO CE -IER ITS 38 -6200 5205 AVENMA ENCNA$ 07E A Exp. Date PORRON OF LOT 5, IN BLOCK 10 OF SOUTH COAST PARK N0. 2, IN THE C. WATER - SAN DIC BELL WA (76 )-48 -J411 1-800-227-2600 i6. ALL NEW CONNECTIONS TO EXISTING SEWER MALL BE MADE TO EXISTING WYES' OR SHALL BE MADE BY INSTALLING NEW CARLSBAD, CA 92008 14 * CITY OF ENCINITAS, COUNTY OIL SAN DIEGO STATE OF CALIFORNIA, D. ABLE TV - COX BELL - (760) -489 -3411 MANUFACTURED WYES STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT (760) 931 -1917 � �GQ ACCORDING TO MAP NO 1859 FLED IN N OFRCE OF THE COUNTY E. CABLE 1V -COX COMMUNICATIONS- (760) -8�- 9809 X -2233 ENS71NG PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. `� �FCHN 3 RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 21, 1925 A�OF CAUF��' 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROECT. PHONE- 17. 1F NECESSARY DURING THE LATERAL CONNECTION W11RK. UPSTREAM ROW IN ME EVS77NG SEWER SHALL BE TEMPORARILY PLUGGED STATEMENT Of ENG /NEEROFWORK TOPOGRAPHY,• (760) -633 -2770. AND BY- PASSED BY PUMPING OR PUMPER TRUCIKS FOR DI-SPOSAL TO A DOWNSI REAM LOUD SEWER. IN LOCA TONS ►NiH SIGNIFICANT THE EXISTNG TOPOGRAPHY SHOWN HEREON IS BASED ON A RELD SURVEY UPSTREAM ROW LOD MAY REQUIRE 7EMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT iWTH FULL-TIME MANNED MONITORNNG THE UNDERSIGNED ENONEER AGREES 7701 THE NOJRK PERFORMED BY THE OVOWEER SHALL COMPLY NIH 7HE GENERALLY ACCE PIED STANDARDS AND PERFORMED BY SAMPO ENGINEERING, INC. ON MAY 1$ 2011 3. 7HE CONNAC70R SHALL GIVE 24 HOURS NOTCE ON CALLS FOR INSPECTON. PHONE • (760)- 633 -2770. ALL NOrRK PERFORMED NO UNMANNED HYPASS SHALL BE ALLONED. PRACTICES OF IRE ENGINEER'S iRDE OR PROFSSION THE ENGINEER FURIHER .AGREES THAT THE NOW PERFORMED HEREIN. -WALL BE IN ACCORDANCE WITIOUT BENEAT OF INSPECTION WILL BE SUBECT 70 RE�ECTON AND REMOVAL. SLOPEANALYS /S,` NTH THE RIFLES AND RfOULATIONS REQUIRED BY Off CITY O- ENCINITA TO 771E EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE SA FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEINER REPAIR COUPLINGS SHALL BE MADE OF PVC COUPLINGS MEETING THE � AREA O ME LESS THAN 251' SLOPE 10907 SF = 95.7% SAME MATERIAL REQUIREMENTS AND OUTSIDE DIMENSION AS 1%fE PIPE BEING REPAIRED. PIE SEWER REPAIR COUPLINGS SHALL BE ENGINEER AGREES THAT ANY PlANCIif(YK OR REVIEW PERFORMED BY ]H CITY OF ENCINITAS IN l75 CAPACITY AS A PUBLIC ENTI tY FOR THE PLANS AREA O" SUE BETWEEN 25% & 40$ SLOPE 4I9 Sf- = 37% PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY 171E CITY OF ENCINITAS Of THE TECHNICAL SUFFICIENCY OR ADEQUACY OF 7HE PLANS OP RUBBER G15YlETED Wf]H NO CENTER STOP PIPE ENDS SHALC BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RfSPONSIBIU Y FOR HE PLANS OR DESIGN OF iMPROVEMENIS BASED THEREON. THE AREA OF SIiF C•REATER THAN 25% SLOPE 71 SF = 0.6X SANDIEGUITO WA TERD137RICTNOTES' Ct/UPUN AS)•. THE REPAIR COUPLING SHALL BE UPPED ALL THE WA Y ON TO ONE PLAIN END PIPE TEN THE PIPE AND ADJONNG ENGINEER AGREES 70 INDEMNIFY AND HOD HARMLESS THE OTY O• ENCINITAS AND ITS OFRCERS AGENTS, AND EMPLOYEES fROM PROPERTY DAMAGE OR PiPES /%u�t BE ALIGNED 700HER AND IHE REPAIR COUPLING SLIPPED BACK IN70 A POSITION EQUALLY SPACER BETWEEN THE TNO OWNER'S CERT /f /GATE PLAIN END PIPES PIE SEWER REPAIR COUPLINGS SMALL BE AS MANUFACTURED BY PW PIPE OR EQUAt APPROVED BY THE LOUD BODILY INai1RY ARISING SOLELY FROM 171E NEGIGENT AC&ERRORS�OR OMISSIONS OF 7HE ENUNEER AND HIS/FlER AGENTS OR EMPLOYEES ACTING WITHIN i. REVIEW OF THIS PLAN BY SAN DEGUITO WATER DISTRICT DOES NOT CONSiN7 nIE7A REPRESENM /TON AS TO THE ACCURACY OF THE PLAIN E ENGINEER THE COURSE AND S)NG Of SUCH AGENCY AND EMPLOYM T AND ISINO OUT Of THE IftiRK PERFORMED BY THE ENGINEER LXA77ON OF OR THE EA757ENCE OR NON- EAYSIENC£ OF ANY UNDERGROUND U IXI Y PIPE OR SDIUCiVRE WIIHIN IHE UM1TS OF THIS ! ME1 HEREBY C€R77FY THAT A REGISTERED SOILS fNGNEER OR PROJECT Va T HAS BEEN OR WILL BE RETAINED 70 SUPERVISE OVER ALL 19. PVC OR WNIRED CLAY PIPE V% SEWER PIPE AND RYES MAY BE USED TO TE - -IN 70 EXISTNG WP. FOR CONNECTION OR REPAIR SAMPO ENGNEERING INC. GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF 2 ALL EVS17NG FACILITIES WHICH MAY AFFECT IHE FINAL DESIGN l.E LiNE CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION OF PLAIN AND W7' 70 PCP OR PVC A ROMAC INDUSiRIa INC. STYLE 501 OR APPROVED EQU STRAIGHT OR IRANSITIUN 1034 SECOND S1REE`T THE SI COUPLING SHALL BE USED WIN A OASYKET /RANGE FOR EACH END O- THE- COUPUW 70 MAICH THE OU DE DIAMETER OF 7HE PIPE Q SHALL BE FIELD VERIFIEII ALL EXISTING OR PROPOSED UTILITY LYROSSYNGS WITHIN 10 FEET OF PROPOSED WATER MAINS WALL !LIE ON THAT SIDE OF THE COUPLING BEING JOINED THE CENTER RiNGS MALL BE DUCTILE IRON PER ASiM A5X,, GRADE 65 -45 -12 AND €NCNITAS CA 92024 L. �N D ON IMPWOME s NS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS WRITTEN PERMISSION iS GIVEN BY SHALL BE PROVIDED NTH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKEi5 SHALL BE STIR (760) 4M- 0660 ,. , y A SON PER ASiM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS � � z AS- 6" I LTS IMPERV/OUSAREA 3. CONIRAC70R AND OWNER ARE RESPONSIBLE 70 RELOCATE AND /OR ADJUST 70 GRADE ANY ENSTNG WATER FACILITY (ARE HYDRANT SQL' BY -- DATE 8 Z %Z °" Nm 44173 B° IMPERVIOUS AREA PRIOR TO CONSTRUCTION• 4 587 SOFT METER VACVf VALVE BOXES ETC WHiCH IS AFFECTED BY THEIR PROECT ALL AFFECTED MIERR FACILIITES MUST MEET CURRENT 20. RNAL APPROVAL OU PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF THE NOT 70 EXCEED ONE YEAR FROM APPROVAL WNCENT L SAMPO RCE 44173 ES 30 2013 AN BSON IMPERVIOUS AREA AFTER CONSTRUCTON.• 3,847 SOFT SAN DIIOU170 ATER DISIRlCT STANDARDS IF FACILITES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED 70 CURRENT STANDARDS DAIS TO START OF CONSIRUCTION. IF THE ONE YEAR TIME UM1T IS EXPIRED PRIOR TO START OF CONSTRUCTION NE DEVELOPER SHALL INCREASE IN IMPERVIOUS AREA: 1,260 SOFT AT THE OWNERS EXPENSE. RESUBMIT THE PLAN CHECK TO THE DIS/R /CT ENGINEER FOR AN UPDA TED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO TEE �Ztc PLANS SHALL REMADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LNG, DlSIRICT ENGINEER PRIOR TO THE START OF aP C L1f U --�+. 7�1z�13 /MPERWOUS AREA REPLACED 0 SOFT 4. UNURES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES CONSTRUCTION VIN( E IJT S P1Y`^1'C? PATE 5. MIN /MUM HORIZONTAL SEPARATION OF 10 -FEET REOUiRED BETNEEtNN RRE HYDRANTS AND SAN DIEGUITO GAS AND ELECTRIC VAULTS � �E LINED NTH INTEGRALL Y LOCKING PVC (T -LOCK) OR A POLYURETHANE PROTEC17W LINING SYSTEM PER SECT 500-2 sqw� pG E N(„�NE F IRIN(T , lu L . SMP PROTECT STATUS; STANDARD fRaVT OF TER � WTHHEY A EESER � UC1ID CLEAR OF DRIVEWAYT AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN P. ALL NEW MH S PUBLIC WORKS PLANNING AND BUILDING PARKSAND RECREATION SAN DIEGUETO WATER DISTRICT ENCINITAS FIRE DEPARTMENT b. ALL EXISTING MW5 NTH NEW CONSTRUCTION 7 WATER MAiNS LAIFRALS AND .APPUR7ENCES SHALL BE CONSIRUC7E0 ACCORDING 70 STANDARD SPE07CATONS OF THE CURRENT c ALL D651ING LINED MH'S THAT REQUIRE NEW CONCRETE RISER RINGS b WATER AGENCIES' STANDARDS COMMITTEE (WASC). z 43. WHEN CONNECTION TO EXISTNG MANHO -ES IS NECESSARY AND S7100N ON THE DRAWING THE CONTRACTOR SHALL CONNECT TO �/ - EX1SlTVG MANHOLE STRUCIURES AND CONSTRUCT 171E NEW ROW- IHROUGi CHANNELS IN EACH MANHOLE BASE 70 ACCOMODAiE THE `�v C7 N ��EM7NOMANNL� SQ�U/CORES� HOLES MALL LBE CLLO4ERR1�� NK� f !NR A P OO OF EDD EQUALL THE R1R�ILEXi � 4f -1-12- z JOINT SHALL BE LOCATED WI NN ONE -FOOT O- THE MANHOLE BASE. JACK HAMMERIN� SHALL NOT BE ALLOWED. SIGIy g � j2" / /GGL�� �/L /!!� a'Q'iL sw � � �O /Z W ^ � SIGN DATE DATE DAIS GN DA 7E SIGN DA TE w Z L7 DESIGNED BY- DRANK BY CHEaO BY- CHANGE t7 CHANG:NO. DESCRiPTON APPROVED DAIS BENCHMARK SCALE LEUCADIAWASTEWATERDISTRICT �S ENGINEERING DEPARTMENTAPPROVALS CI TYOFENCI N1TAS- ENGINEERING SERVICES DEPARTMENT DRAWING NO. z I (�S (3U \LT SKEET 2 PLANS PREPARED UNDER SUPERWSION OF RECOMMENDED: APPROIIEII GRADING & EROSION CONTROL PLANS FOR : o CITY OF ENCINITAS SURVEY CONTROL NETNORK - STATION s ENC -41' A 2' BRASS DISK LOCATED IN TURNOUT ON THE j� ����� EAST SIDE OF NO?TIHBOUND HlG1WAY 101 0.5 MILES NORTH O DATE ° -�'- GIBSON MINOR SUBDI I4SION 11321 -6 ¢ r CHESTERFIELD DRli? NIA /L R.C.E. NO. • 44173 MASH MAHER GIRE SII to �`'�`�� of -�-�' 9�Zo��t s 2c • /L 743 -745 NEPTUNE A l/ENUE ELEV.: 73612' DATUM.• NAND 88 SIGN ATE NNCENT L. SAMPO EXp, 6I30f13 �al�d°.i ENGINEER O KKK DATE DATE rASF NO- 11 ®142 rnP/7P,u SHEET 1OF3 -�-" .%W LA 7M TAME SEQ. NO PARCEL STREET STATION Of LATERAL AT MAIN INVERT AT MAIN IE LENGTH Of LATERAL DROP TO MAIN LATERAL V. A PL LE LATERAL SLOPE X G, ?DUNG ELEV. AT PL DEPTH BELOW PL JPL TO IE PAD fLEY FT. UPSTREAM MY RIM ELE'V BACKWATER VALVE REQ'0 REMARKS 1 *3 +4351 650 -F1= 1.2' 1"0-*- X59 74.60' I36` 74.5' 651 NO 4' PVC (SDR 35 MN) 2 *3 +5200 652 -44§� 1.2' 4.49- 74.60' 74:5' -- NO 4' PVC (tee 35 MIN) fy.-1e x:3408 73 \\ 7j68� r KEYNO� >JC NOU 64 0 � A VJ PROTECT EXISTING TREE IN -PLACE L BOUNDARY INFORMAHON PER FINAL PARCEL MAP FOR TPM 11 -142. DEMOLISH EXISTING TREE 2 A PRELIMINARY TITLE REPORT PREPARED BY FIDELITY RILE COMPANY AS ORDER NO " 11- 6144454 DATED MAY 2, 2012 WAS REVIEWED FOR EXISTING EASEMENTS SAID EASEMENTS A Q PROTECT EXISHNG IMPROVEMENTS IN -PLACE HAVE BEEN REFERENCED AND PLO TIED HEREON. * STAHONING PER LfUCADiA COUNTY WATER DISTRICT DRAWING 147 -8 DAZED NOV. it, 1964 `� IN (4 DEMOLISH EXISTING IMPROVEMENTS J. THE SUBJECT PROPERTY LIES WITHIN THE LEAUCADIA WASTEWATER DISTRICT AND IS \ N AT 1 CURRENILY SERVED BY LEAUCADIA WASTEWATER DISTRICT FOR SANITARY SEVER FROM THE QPERn LINE ORAL CO B Q PROTECT EXISHNG WALL IN -PLACE ALLEY SIDE OF THE PROPERTY PARCEL 1 SHALL CONTINUE TO BE SERVED BY THE EXISTING 3 +41:2% PR KE'MOTE SEWER LATE.RAt IN THE ALLEY. PARCEL 2 SHALL HE SERVED FROM THE PROPOSED SEWER 20' 4" SE~'NR LA PER APROXGILA7E / EXIST TERAL r © DEMOLISH EXS17NC WALL LATERAL IN THE PRIVATE ALLEY CONNECTED TO THE EXISHNG SEWER MANHOLE 01- 1580. 3 +43.50 It AT 66.20 SEWER LA WATT 65.1) C,.A t ON TW 73.7 {IEww 65 �,DR 35 IT IA COLNTY IM 14.5 IE XISFING 07 PROPOSED 20' WIDE PRIVATE SEWER EASEMENT IN FAWOR OF 4. THE SUBXCT PROPERTY LIES WITHIN THE SAN DIEGUITO WATER DISTRICT (SDW1I) AND IS 737) 3 +44.25 66.40 R LEUCAD 1964 �R L SL Enr "E PARCEL 2 PER FINAL PARCEL MAP TO BE GRANTED AT THE CURRENILY SERVED BY SON) FROM NEPTUNE AVENUE. THE EXISTING J14- SERVICE SHALL t €1E 6500) €X� ¶NC SMN B pp�p NOV• t1' IRANSFER OF 1111E OF THE PARCELS BE KILLED BY THE DISTRICT AT THE OWNERS EXPENSE AND CREDIT SHALL BE APPLIED FOR rj 73.70 3 +50.00j DRANO 147- „ \ I r r r ® CONNECT TO EXISHNG SEWER LATERAL AND CONSTRUCT NEW PIE THE PARCEL5j8" METER. NEW 1 " SERVICES AND DUAL DOMESHC/ffRE METERS SHALL SERVE AI`5 74.25 DISTRIO _J � i (SDR -35 MIN) LATERAL AS SHOWN TO SERVE PARCEL I. CONTRACTOR „ 0 HELD VERIFY LOCAHUN, ELEVAHON, AND CONDITION OF EXISTING 5. ALL ON -SHE STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL CONNECT BOTH PERFORATED H 74.60' 4• "" EXISHNG 20' WIDE SAN /TARP SEWER RAL SEWER LATERAL AND DEMOLISH EXISHNG LATERAL NOT USED BE MAINTAINED BY THE PROPERTY OWNER SWALE SUBDRAIN AND SOLID WALL EASEMENT GRANTED TO LEUCADIA COUNTY "R LATE LX'S7lh'G STORM DRAIN TO CATCH BASIN. 22 81'5 ) s WATER DISTRICT RECORDED JANUARY 27, SMN 4 4" SDR 35 PVC SEWER LATERAL PER LW S -25 TO SERVE PARCEL 6. WALL ELEVA77ONS SHOWN HEREON MAY VARY DURING CONS7RUCHON DUE TO EXISHNG RFSi..)FNCL FG 79.5 1965 AS FILE AGE 14815 0 c w n rc LEM 79O i glf _ - �° . TO EXVSTIN 1 fi540 2- CONNECT TO SEWER MANHOLE 01- 158° GRADE, AND SUL ENGINEER RECOMMENDA „DA,,. SOIL ENCINEER SHALL DETERMINE FINAL WALL TG 81.0 A,� 8 1 ' p0 CONNECT 65 20) IEu FOOTING DEPTHS CHANGE NO. Jr 5 22 TW 82. I '0 �,, �, � TW 74.7 3 +52 yNOTE 9 (IE „• � SAWt ^UT LINE (TIP.) C FH 82.0 1 FG 73.4 pER KE I7.° V 7. FOR STORM WATER POLLUHON CONTROL BMPS ROOF DOWNSPOUTS TO BE DISCHARGED 754 p Q 24" WIDE PCC BROW SDRSD D - 75 TYPE B' INTO PLANTER AND LANDSCAPE AREAS PRIOR TO COLLECRON INTO THE PRIVATE STORM DRAIN SUB 6 35 SYSTEM TO THE SATISFACTION OF THE CITY ENGINEER WATER SHALL NOT BE ALLOWED TO • ¢' 74 74:70 POND ON SITE AND AND SHALL NOT BE ALLOWED TO DRAIN TOWARD BUILDING FOUNDA TONS E 5.15 HP �2 KILL EXISHNG 3/4" SERVICE BY THE WATER DISTRICT AT OWNERS FL 830 74'57 4� TW 81.5 22 7 17 . ! EXPENSE. CREDIT TO BE APPLIED FOR EXISHNG 5118 °WAVER METER. FG 75.2 I ` 8. ALL EXISHNG AND PROPOSED UTILITY LINES SERVING THE SUBJECT PROPERTY SHALL BE i „ 6 GARAGE 75.20 wl'- INSTALLED UNDERGROUND. A PAD 74.5 w 1 "SERVICE AND DUAL DOMESHC/FTRE WATER METER PER WAS i 8l t3 t\Pr �. "`` g WS -09: 9: THE CONTRACTOR SHALL ASSUME ALL RESPONSIB/LITYFOR DESIGNING AND IMPLEMENTING HP > 7 9 N , ANY AND ALL TYPES OF SHORING SYSTtMS ]NAT MAYBE NECESSARY IN ORDER TO �. 83.1,; �` 33 � CONTRACTOR TO COORDINATE WITH SDG&f FOR GAS SERVICE. ° �;; 2 7540 ;C;o • EXCAVAIE FOR THE BASEMENT, RETAINING WALLS, UHL/HES, AND PRIVATE STORM DRAIN 4 5 \ �5 PROTECT EXISHNG LEGAL, NONCONFORMING BUILDING SETBACK SHOWN HEREON. THE SOILS ENGINEER SHOULD BE CONSULTED FOR .SHORING AND a o I£v SUB 74. 1 r 1q STABILIZA77ON RECOMM£NDAPONS PRIOR TO CONSTRUCRON. A. BUILDING PERMIT IS REQUIRED 75.30 IN-PLACE FOR ANY SHORING. \ 922 3 83 31 �5° 22 ' oo . 16 . n `' 9.3' AC PAVEMENT AND BASE IN PRIVATE ALLEY. SEE CONSTRUCHON 10. PRIOR TO CONS9tUCTrOFI THE CONTRACTOR SHALL OBTAIN AN fNCr4OACHMFNT PERMIT x 9279 2 v lea SUB o� o� NOTE 12. FOR ALL WORK TO BE PERFORMED IN THE PUBLIC RICHT -OF -WAY OF NEPTUNE AVENUE. � � '\ r 75.0 00 ., . D 7 , ` ` � 1"-10' TA - S4" _ o o „ - 32 '- p 17 4' WOE STRIP OF TURFSFONE BY BECGARD OR APPROVED EQUAL WITH 3 j8" PEA APPR THE NEW AC PAVEMENT IWDENING CROSS- SFCHON IN THE PRIVATE ALLEY SHALL BE AS 9 20 TG 9.8 \� o J2 ` c 00 45' BEN OR OV£D EQUAL FOR BMPS. NOT TO BE 11• 10 S4. • 3 ` / ' c , 5� -, " o � ]W 74.7 29 3 +66 $EWER 0 5 f 0 20 RECOMMENDED BY THE SOIL ENGINEER," BASED ON R -VALUE TESTS THE MINIMUM ROADWAY MODIFIED WITHOUT PERMIT FROM CITY � c` � � 74 :36 FG 73.8 END BECTON SHALL BE NOT LESS THAN 4 AC OVER 6" CLASS If BASE OVER. RfC4MPACIID 26 c� 1W j75 �g ` 7 . - p SCO & 3 PA/� CEL 3 o'�fG�750 ^, T� c' "`5 3 +6$ l8 DEMOLISH EXISTING PCC DRIVEWAY NAHV£ SUBGRADE SOIL, UNLESS THE SOIL ENGINEER OR CITY ENGINEER 1ND.ICAIES 01HfRWISE 74.70 i c s 72. CONCRETE SIDEWALKS AND PAHDS SHALL NOT BE LESS THAN 4" ACC. OVER 2" CLEAN SCO 19 GRASS LINED SWALE FOR BMP'S PER DETAIL C' NOT TO B£ ° E� 25 1 915 SONG REW 18 fC24 ° 22 ; c, �� ,p�pPER 33 MODIFIED WITHOUT PERMIT FROM CITY. SAND UNDERLAIN BY A 10 -MIL MOISTURE BARRIER OVER 2" CLEAN SAND OVER RECOMPACIED 1 - / UPPER FLOOR (9252) ;• � , `'' u � ` � ,, T S NA Rif SUBGRADE SOIL, UNLESS DETERMINED OTHERWISE BY THE SOIL ENGINEER, JOINTS AND - / l{� 80.0 REINFORCEMENT PER SCC ENGINEER. COWER FLOOR (83.80) 10 F `f 75.0 �;� 12 "x12° PRIVATE HDPE CATCH BASIN BY NDS' OR APPROVED EQUAL. a p PAD (83.1) 83.1 s " c� �`,� �'�� �� 13. THE EXISHNG TOPOGRAPHY SHOWN HEREON IS BASED ON A FIELD SURVEY PERFORMED 7l S 20 TG 79. a A & 7W 14.6 21 410 PRIVATE PVC STORM DRAIN AT 19 MIN. SLOPE (SDR -35 MIN.) BY SAMPO ENGINEERING, INC. ON MAY 19 2011. if .5 75 n ,94 23 22 'FG 28 c FG 738 9 22 CONCRETE MASONRY RETAINING WALL PER SDRSD C -I. 14. SEE SHEET 3 FOR TEMPORARY EROSION CONTROL MEASURES AND CONSIRUCHON BEST 4. s is EXISHNG 20' WIDE EASEMENT FOR INGRESS MANAGEMENT PRA CHCES 9 EGRESS FOR ROAD PURPOSES PER GRANT 23 RELOCATE EXISHNG MAILBOXES PER ENCINITAS POST MASTER SEE 25 DEED RECORDED FEBRUARY 26 2007 AS o 1 1 r 74 a� o 0 7 n , 15 UNLESS NOTED OTHERWISE ALL ROADWAYS SHALL BE A MINIMUM 16' IN WIDTH DURING rn 5 ya. DOCUMENT N0. 2007 - 0128606 OF O.R. 24 B10RETEN17 FOR BASIN . OR BMPS SEE DETAILS 'A'& B. CONSTRUCHON AND MAINTAINED FREE AND CLEAR, INCLUDING PARKING OF VEHICLES, IN V `^ SD O Q SU l U5.0 A 7.60 0 O ACCORDANCE NTH HIE UNIFORM FIRE CODE AND CITY OF ENCINIFAS FIRE DEPARTMENT. 74:26 75,.20 7510 ` 25 APPROVED MAILBOX COCAPON PER ENCINITAS POST MASTER. SEE 23. ` �TG 91.0 8 $3§ 79.8 �' 4% 16. ACCESS ROADS SHALL BE DESICNEO AND MAINTAIN TO SUPPORT THE IMPOSED LOADS OF ---' w ( p. a 26 DEMOLISH EXISHNG AC PAVEMENT & BASE NEW PLANTER AREA. NOT LESS THAN 75,000 POUNDS cJ DEMOLISH EXISHNG PAD A 7�) 0 cam• 27 PCC SPLASH BLOCK 17. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS STRUCTURE E SE / 6 ` p v • c` 3' 28 MASONRY 7 PROPERTY. 1F ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANHCPAIED AS A RESULT OF 91 O 14 gp BUILDING PER SEPARATE / O CONCRETE MASON - RETAINING WALL PER SDRSD C -4. ANY PROPOSED KIRK, OR AT THE DISCREHON OF THE CITY FIELD INSPECTOR, A WRITTEN 9 .0 BUILDING PERMIT � �� '� . �- T � c� � LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND l0 75.40 P • ��c� 29 CONCRETE MASONRY RETAINING WALL PER SDRSD C -9, TYPE A SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE TW 74.4 ADJACENT PRIVATE PROPERTY 1HATNAS NQTBEEN PR.EVICRISCY.4UTHORIZfD INWRIHNG AND 2D` 3 2�9Q` 8 FG 73.8 29 r r r• �, �, 30 142 SF TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT 0 11= } t,1�� J J J r l i ! 16 DRAWWNG UNHL THE REQUIRED PERMISSION IS OBTAINED. o 5 31 X416- " 31 3" PVC PERFORATED SUBDRAIN PIPE AT 19 MINIMUM SLOPE --2°' PARCEL IE SUB 17 4 A>=,RGXIMAIL 25 7550 4% � o LOCATION 32 6" WIDE X 16" DEEP PCC FLUSH CURB 2 o \\ " D67INGRESl'DENGL� \ 1° , EXISTING 33 CONCRETE MA50N2`I RCTAwUJ(n wAU PER S09S0 2 UPPER FLOOR 9252 80.5 IW 80.5 ti74_7 RF5,DCNff Fp " o ( ) 22 ` 16 t c-�, TYvr- e EXISTING o LOWER FLOOR (83.80) 75.0 \ c 32 j GRASS LINED ® PAD (83.1) I /� SWALE APPLICANT SHALL GRIND AND 15 20 TG 801 ' c (74.40 Fes,O 24" MIN. Y DAMAGED OR BROKEN PAVEMENT 'ROPERTY FRONTAGE TO NEPTUNE 1 X TW 74.4 "`\\ 26 MIA 29 20.0' WIDE P.R/VA7F ROAD EASEMENT - AGE \ - A MINIMMUM 2" AC PAVING TO 22 TW 80.5 a 22 6 FG 74.4 8.0' 4O' 8.0'� T , ,l nr,lTr 'HON OF THE CITY ENGINEER FG 74.53) 10 EXISHNG _ V WOOD FENCE i CI I 11=1 I- III - III - III -III -1 - - I 2 J 5 CnTI �YI�IF 5 `a� r -1 . L I ( 1 -1 1 -1 I I I_ 1 1- I. I I 11 I i a 10 n3. ?TJ R it „ :, 69 b5\ 24 NEPTUNE R Y p HIRFSTONE BY WIDt X 16" DEEP 1 /E �' Np X27` A <I 1,19W r / � 4" THICK AC , AtEMENT OVER PCr. FLUSH CURB A VENUE I BELGARD WITH PEA j s.4 CONTRACTOR TO 6" TNJc "K CLASS II BASE. SEE GRAVITY RETAINING I q, qo O,dCR� IF E ICE X VERifY F00HNG DEPTH VARIES 0 -4' CONSNUCHON NOTE 11. GRAVEL !N flit (- 3t° --- i„OD f c PRIOR TO EXCAVATION 5. 6° WIDE X 16" GUTTER FOR BMPS A SDR 4 /' DEEP PCC DEMOLISH EXISHNG C -9 TYPE A; S2'' 91.47 \ ' OVER 12" MIN 3/4" ° �l CDNCRLTE fZUSH CURB AC PAVEMENT EXISHNG CMU CRUSHED ROCK HIGH x 1' WIDE AC�PAIEMETrt 1,. / URIVEW'AY 4 RETAINING WALL �/ 7� CROSS /��//�� 41 ENS % NEW PLANTER PRIVATE ALLEY C OJS TC7 O�� '8' 7 TI,NG xo''o 45 �5 D ° RAF M ENCE 74.3 s ( / 1 J U• i J it 256-022-18 $ T J I fI E• _ __- 1 -4 I ° ' 3 i. I I .99 92.64 OD FLIJCt 93.3 / ji i I1 I� I I I DEEP ROOTED, DEA�fDU�T x 9355 3� 7 PROTECT EXISHNG AC 1 _ RETENHON AREA SHALL B£ 9.7.3? � 20' PAVEMENT AND BASE -I ! OLERANT L NHN -I j� 1- Ti I LEVEL AND DEPRESSED A FOR WELL DRAINED SOIL 4 rP IN -PLACE ' ✓2 y [ � � CONCRETE MASONRY � ' ' ' -` MINIMUM OF 4" FROM THE -` TYPICAL DRAINAGE SWALE n 24" MIN. NFS RETAINING WALL WITH LEVEL CROSS CI /V/► SURROUNDING GRADE BLOCKING THE DRAINAGE FLOW MAY 6 "MIN. ]TIRE REINFORCEMENT MAT BACKFILL PER SDRSD C -1 739 / 2" HARDWOOD ALSO BE PLANTED ON SIDE SLOPES. MULCH IF APPLICABLE v% ELOR S H Oa -1330 a 12 "xi2" HOPE CATCH BASIN AND BIORETENHON BASIN. - 77.50 SEE DETAIL B' I 1 =i -) I - 6" MIN ENGINEERtu S P9. 9J E GOP 0 GRAIE EL VAnON PER PAN COBBCfS/ 1 18" MIN. ENGINEERED SOIL "' =i 11= iii =iii III -1 =1 = *SEE NOTE BELOW P,, SOLID WALL -- ROCK �4 MM CONCRETE MASONRY *SEE NOTE BELOW 10" MIN. FILTER MEDIA: z 4" 0 PVC - 5D' R£FAMING WALL WITH tEVEL - BACKFCL PER SDRSD C -4 R(W 2" OF 3/8" GRAVEL 18" MIN 3 PART CLEAN WASHED SAND STORM DRAIN _ TURFSTONf BY BLZGARD \ Y TO " PART L GRAVEL =o - I 12" MIN ** SEE N07E BELOW 3/4" CRUSHED ROCK 2" - J/8" GRAVEL J 6' - 3 4 CRUSHED ROCK Ct G I� 25 ACCESSORY PARKING AREA. '' CEO-FABRIC REQUIRED 24" MIN. / " [SSE KEY NOTE 17 AND si BY SOILS ENGINEER 4" PERFORATED SUBDRAIN PIPE ' o ALLEY CROSS SECTION D" SCOPE AT 19 MIN. AND CONNECT TO 3 _ 75.0 ON -SITE PRIVATE DRAINAGE SYSTEM s FOOTNG DEPTH P. CIS PER SOILS II ; ��-��- _ - = e DAP x 5Y a4 p /yp 7�/77/�/ Epp STEM WATER TREATMENT DRAINAGE SWALE ENGINEER -- - OPEN ROW HEAD L DIO ET 77O DETAIL FOR IMP _ JOINTS PER NTS SDRSD C -8 ° m x 6y 1 - NTS * ENGINEERED SOIL LAYER SHALL BE MINIMUM 6" DEEP SANDY CORM SOIL MIX WITH NO MORE Ill AN Y - -_ -- = " • 3 4 PERFORATED w No. 44173 69.91 � *BIORETTNHON ENGINEERED SOIL LAYER SHALL BE MINIMUM 24" DEEP SANDY LOAM SOIL MIX WITH NO MORE THAN 59 CLAY 59 CLAY CONTENT. HE MIX SHALL CONTAIN 50 -609 SAND, 20 -309 COMPOST O,R HARDWOOD MULCH, e PIPE AF 3 ON "� CONTENT. THE MIX SHALL CONTAIN 50 609 SAND, 20 -30X COMPOST OR HARDWOOD MULCH, AND 20 -309 TOPSOIL. AND 20 -309 TOPSOIL. U 1 �I CENTER SPACING S S95J ? �9p ** y�4" CRUSHED ROCK I AYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFIL IRA77ON AND NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.59 MUST INSTALL CHECK DAMS TO LOT THE � L FOF CALIF STDRAGE ABILITY OF THE BASIN SLOPE OF THE SWALE TO 259 UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING z °� WALL CROSS SECTION % ,P.25 OSx sERV4GES E $ a I /� x THE ffFECHVF AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWA TER MANUAL w /`� CALCULADONS TYPICALLY, THE SURFACE AREA OF THE BIORETEN77ON BASIN /S 49 OF THE IMPERVIOUS AREA DRAINING TO /T. BMPPROJECT STATUS` STANDARD 11 I 2' z DESIGNED BY DRAWN BY CHECKED BK L7 DESCN�PHON APPROVED DATE BENCHMARK SCALE Vas ENGINEERING DEPARTMENTAPPROVALS CiTYOFENCI NITAS- ENGINEERINGSERVICESDEPARTMENT DRAWING NO. z S �u1 LC PLANS PREPARED UNDER SUPERVISION OF RfCOMMfN�EO: APPROVED` GRADING PLAN FOR : o UC 41 ENCINITAS SURVEY CONTROL NETWORK - S THE DAB Q/. /ice ^^ / GIBBON MINOR SUBS! U/SION �132� -G' IL M1 m EAT 5DE OFNBRASS D H6HWAY1 �0.5RMLT ON HOF �!`�!�► l' CHESTERFIELD Off N/A R.C.E NO. 44173 M49H MAHER SH1f VENUE / w ELR: 73612' DATUM. NAVD 88 S/GY DATE VIN L SAMPO EXP. 6/30/13 of Z� �'2 $ • • �Z �� - �4� NEPTUNE AVENUE z ENGINEER OF WORK DATE DATE rAgF Nf)- r1_ia9 rnp/rptc SHEET20F3 CHANCE N0. 1 \ p %3.68 n Eo z\ 91.97 t `� AC PAVEMENT , 27 PROPER x 9175 20 _ A g l . ,Sr 4 SEh � Mwn• n�F 8 \ \74 6 71' +d3 5l a 66 7o SEWER "i 1ER a 73 L 8500) IE 35 PVC rgUN.1 NA 4. IE 0 1 91.97 �X4�01 a �'f' 737 .rg1 % A' Si` h0 L�GADiF u 4 tiM �.y74p�f� 73.?)! sfi% 6`.00) IF�'1N0 SMH P �10b' 11,198 x J20B \ 1 =10' ", r ; .5& i ' �; Rg p0 EXIS 1n7�6 OA S. J 0 3 � -r ORAW1N" \ A r E', , r _ 0 5 10 20 1EMPGtRARY GiRAVELBAG MET Ear 75 • \` 7 5 % EXIS71NG 20' WIDE SANITARY SEWER PK" 75 / EASEMENT GRANTED TO LEVICADIA COUNTY R _ PR07FC1►ON PER DETAIL 'G' S WATER DISTRICT RECORDED JANUARY 27 tYhCn, OM STANDARD SE-10, TtR 4 � +��� �� 1965 AS fltEjPAGE 14$15 �+ 9\9.09 TP✓ 13' Oi00;,ONN 9(�k65T� ;,. DAM PER 1 r2 - y� �, • �� d 2C PER KE MOTE ' AND CASQA - �� STANDARD SE-4 74.E 74 5Q Lly f�j 752D1Ri IT \ � 2AWAI PA 74. '� �x 0 A 3.40 A 7 O 5 c 14-LO k. z f70 91.bo x b h I v 5 l 73 1 G_ 920 x 9 60 x 91.5 91.5/ CONC E 3� r9 1 \. IMITS. ` 41 < Ep 91.60 ZE CONCRETE, PECK \ 0'' 1 17 �q n �\ .. / ,\ ABO j ; .¢750 -lAX xi }, 37, 911.61 : 4 \v n s z ✓ ?r , �t 2ti 01� P791 sa 1 ` 83 -� 17 91.51/ 25` r EXISM RE (ENCE (8 A a P�oP RN I UpPTF ZOOP (�2.52) - t` 9 3.F 1' -E - 1 ^ LOVER �3LIDOR (B38Q% 8? ^J r ,,, ". j X14.`" \ 9 Q 1 BS 66 ,,# 77 s `` x Vm 3 A FA'vEME' " 0 55ox �4 `3 .� -' 2`2 , 3 iR 91.J J i t F LA 4M/ » } 745i'41 10 a SUE v �J x 91.6 ��! B -� 5 TG 91.E . u"!E- ( 6 ,. 74.6/ w t n 61, / 4 50 E 9 ?, �� u r .1111 .5F �g2011 DF LOLIS�, L iSPiDG SbRUOIURF WITHIN REtx SE13ACdS PEP, SEPARATE lE 90.0 BJLDINC PERMI; �, . -- "� ] EMPARARY GRAYFLBAG INLET __2 . �0 20' ° ,e.57 x 91.5 (j � a ,,� PRDIEC7TDW PER DETAIL 'G` � o -E TREE �, OW STANDARD SE-1D, TE?. , C5 , 20' 7° r PARCEL x 929J 3 a ,�� x 9230 ^ 915 &�?5 u TREE DISANG REWRICE �NREy 70 r EP /' �� o 174` TIN E 1D D UNDER tt O ? /S; i) CONCR , U �7 "( 1 / oWLa DST s,.a,�) F�oUi 0.54 9, 48 UAD $3 -1 l �s 752 75.0 x ` i NOTE E APPLICANT SHALL GRIND AND 91.5 vg? a 01'tP,LAY Q11Y DAMAGED OR BROKEN r'A 16MENl �� �, . 'I; y j ALONG ROPERTY FP,ONTAGt TO NEPTUNE 26 " TEMPQRARY GRAVEL BAGS ONCE ROW, TKV BAGS HIGH STAGGERED t3,_- S Se0 N EhdO -i' IEMPDRARY SILT FENCE PER DETAIL 41' AND CASOA DETAIL SE-1 EXISDNG 20' WIDE EASEMENT FOR INGRESS, EGRESS FOR ROAD PURPOSES PER GRANT DEED ,RECORDED FEBRUARY 26, 2007 AS / 1 DOCUMENT N0. 2007- 0128606 OF O.R. z� ?