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2012-11174 SG (Plans) RIGHTLIFWAYN07F EROS/ONCON7ROL STORMWATERPOL LUnONCONIROCBMPN07 ESREL47 7VETOCONSTRUCl/ONACAVIT/ES LEGEND SYMBOL OWNER IS 70 OBTAIN A COIVSNUC71ON PERMIT fROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WARK/NG IN THE L iN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARK LANGER AT(760) 753-1070, 24 HOURS A DAY. CONCRETE WASHOUT PROPERTY B(kINDARY ---------- PUBLiC RIGHT OF WAY. FAILURE TO DO SO N tL RESULT IN ISSUANCE OF A STOP MARK NOTICE AND DOUBLE PERMIT FEES I iS THE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE RESPONSIBILITY OF THE OTNVER TO KNOW WHERE HIS/HER PROPERTY LINE IS 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 WASHOUT AREA TO CONTAIN WASHOUT WASTES ON 97E. IT IS ILLEGAL 70 WASH CONCRETE SLURRY MORTAR, STUCCO PLASTER AND THE LIKE INTO THE PROPERTY LINE DRA/NAGENOTE IO APRIL 15). ALL NECESSARY MATERIALS SHALL B£STOCKPILED ON SITE ON OCTOBER 1 AT CONWMENT LOCATONS TO FACLITAiF S70RMWATER CONVEYANCE SYSTEM OR ANY RECDNNG WATER CONIRAC70R SHALL POST A SIGN DESYGNADNG THE WdSIHOUl LOCADOIN RAPID CON 7RUCDOV OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCT/ONSITEACCESS EASEMENT LINE NO CONCENTRATED DRAINAGE fLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUC71JRES J. DEICES SHOWN ON FLANS SHALL NOT BE MOVED OR MODIRED INIHOUT THE APPROVAL OF 7HE ENGNEERING INSPECTOR. A STABILIZED CONSTRUCTION 91E A=SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS 70 PREVENT TRACKING DIRT OFF SITE. INS SHALL fXiSTNG CONTOUR FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 70 AN APPROVED DRAINAGE FACILITY INCLUDE USING MATERIAL SUCH AS 3-CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLAIES U77LITYN07F 4. THE CONNACIOR UN-O SHALL RESTORE ALL EROSION COH]ROL DEICES TO MDRKING ORDER >n ]HE SAD ACTON 71/E CITY ENGINEER EXISTINO ELEVATION X 112,5 (1'2.51 AFTER EACH RUN-OFT PRODUCING RAINFALL. CONSTRUCT/ONVEHTCLES ALL DILLIES SERNNG THIS SITE SHALL BE INSTALLED UNDERGROUND. A SP£CIRC AREA AWAY FROM GU77ERS AND STORM DRAIN SHALL BE DESGNA7ED FOR CONSTRUCTION VEHICLES PARKINS VEHICLE REFUELINS AND HISTORICAL CONTOUR 5. THE CONTRACTOR SHALL INSTALL ADDIDOVAL EROSOV CONTROL MEASURES AS MAY BE REWIRED BY THE CITY ENGINEER DUE TO ROUNNE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SflE GENERAL NOTES AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES *10 MAY ARISE NEW CONTOUR ill EROS/ONCONTROC 6. THE CONTRACTOR SHALL BE RESPONSBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS EROSION CONTROL MUST BE PROWDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALL Y SHALL BE PROTECTED AGAINST EROSION BY INSTALLING 117.50 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC MARKS CONSTRUCTION, 1NAT ARE UNSAFE OR ARE P07DNTALLY UNSAFE EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER W6FTADOA; AND BONDED RBfR MATRIX. NEW ELEVATION THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCIMMS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAINNGS ANY CHANCES OR REW96015 THEREFROM SMALL BE AP/PRRO10 BY THE CITY ENGINEER PRIOR 70 ANY REQUEST FOR INSPECTION 7. ALL ER09ON CONTROL MEASURES PRONDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. NO EXCAVATION AND GRADING ACDNRES ARE ALLONfD DURING MET HEATHER. DAYLIGHT LINE - 2 THE SOILS j TILED ' Zv t'A 'PREPARED BY t'A• 8 GRADED AREAS AROUND THE PRO.LCT PERIMETER MUST DRAiN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH DRERSYOV DIKES SHALL BE CONSTRUCTED 70 CHANNEL RUNOFF AROUND THE CONS7RUCTION SITE. CONTRACTOR-WALL PROTECT CHANNELS AGAINST DRAINAGE SWALf(DETAIL DA7ED AND UPDATE DATED SHALL BE CONSIDERED AS A PART OF THIS NDRK DAY. EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES GRADING FLA . ALL GRADING SHALL HE DOVE IN ACCORDANCE NTH THE RECOMMENDA TONS AND 5PECI RCA HONS CONTAINED IN SAID D/RECRON OF ftOW REPORT 9. ALL REMOVABLE PROTECTIVE DEICES SHORN SHALL BE IN PLACE AT THE END OF EACH WORK/NG DAY WHEN THE FIVE(5 DAY REMOVE EAIS71NO WGETA71ON ONLY WHEN ABSOLUTELY NECESSARY. LARGE PRO,ECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL 3. SEPARATE APPROVALS AND PERMl75 FOR ANY CONSTRUCRON WITHIN PUBLIC RIGHT-OF-WAY OR EASEMEN7S SHALL BE REQUIRED IN RAIN PROBABILITY FORECAST EA'MS FORTY PERCENT(40X). SILT AND 07LR DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. OF THE NA7RAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE D?09M EXISTING CONCRETE PAWMENNT CONuVNCnO)V NTH IMPROVEMENT PLANS TEMPORARY WOE MUST BE PLANTED ON SLOPES OR WHERE CON57RUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES A NR/TTEN PERMISSION SHALL BE OBTAINED FOR ANY 0`51TE GRADING STORMWATERPOCLUTTON CONTROL POSTCONSTRUCTTONBMPAMPNOTE$ EROSION SHALL BE PREEN7ED BY PLANING FAST GROMiNG ANNUAL AND PERENNIAL GRASSES TO SH/ETD AND BIND THE SOIL. CONCRETE MASONRY RETAINING WALL i FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL IMPERIOUS SURFACES INCLUDING ROOF DRAINS SHALL PLANT PERMANENT WOCTA17ON AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACPNDES ARE COMPLETE. PER SDRSD C-5 (DETAIL A 5. YI CONTRACTOR DAM SHALL TAKE ANY NECESSARY REPLACED O REQUIRED 70 PROTECT ADJACENT PRIORRTO DURING GRADING OPERATIONS DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRiOR 70 COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC PRIVATE SUBDRA/N PIPE(5DR-35) -SUB SUB- ANYTHING DAMAGED OR DESTROY® SHALL BE REPLACED OR REPAIRED TO CL4VD/TON EXISTING PRIOR l0 GRADING. STORM DRAIN SMIEM. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 6. THE DEVELOPER SHALL BE RESPON-98LE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR S70RM WATER POLLUTION CONTROL SHALL NOT BE MOVIRED N1IHOUT A PERMIT ONS/TECONSTRUCTIONMATERIAL STORAGE PRIVAIF STORM DRAIN PIPE(SDR-35) -SD SD- RE-ESTABLISHED AND REPLACED BY A REGISTERED CNL ENGINEER OR A LICENSED LAND SURVElA4 STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE 70 PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS NHfRE -SD-LSD- O FROM THE CITY THEY MILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PRONDE SECONDARY CONTAINMENT FOR ALL fUEL STORED ON-SITE. SLIM/NA IF OR REDUCE FRRiVATE CATCH BASIN BY IDS' 7. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEICES INCLUDING SYHOR/NS AND &PALL BE RESPONSIBLE POLLURON OF STORMWA7ER fROM S70CKPILES KEPT ON-SITE. STOCYPitES MAY INCLUDE$OIL PARING MATERIALS, ASPHALT CONCRETE. AGGREGATE BASE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEAL DH STANDARDS LA 05 AND REGULATIONS J. ALL IMPERIOUS AREAS WINN THE SITU SHALL DRAIN TO APPROVED BMP//��MP FACLIIES AND/ TO TUNE OR LANDSCAPED AREAS ETC SlOCOP/LES SHALL BE LOCATED AWAY FROM COVCEN)RAlED S10RMWAIER STORMWAiER f10M5 AND STORM DRAIN INLETS STOCH(P/LES SMALL BE GRAVEL BAGS CASRA -SE-4, 8, 10 ►NTH ADEQUATE GIROUNDCOVfR PRIOR TO DISCHARGE FROM THE SITE Att I�IPERNOUS AREAS MUST SLOPE TOWARD THE AfPROVED ( ) fl GRADING AND EQUIPMENT OPERATING WITHIN DIVE-HALF(1/2) MILE OF A S7RUC7URE FOR HUMAN OCCUPANCY 91ALL NOT Bf BMPIIMP FACILITY AND/OR THE IURF/LANDSCAPED AREAS COVINED PROTECTED NTH SOIL STABILIZATION MEASURES AND FRONDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES CONDUCTED BETWEEN THE HOURS OF 5.30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS 4. NO DRAINS SMALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY DINER IMPERIOUS AREA UNLESS THE FLOW fROM THE DRAIN 1R�llN/TUG SILT FENCE(CASQA SE-1) n o 0 9 NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE-CONSTRUCTION MEETING HAS BEEN HELD ONglF NTH THE FOLLOWNG DISCHARGES 70 AN ADEQUATE IMPABMP. CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS PEOPLE PRESENT. CITY iNSPECT()ti CINL ENGINEER SOILS ENGINEER GRADING CONTRACTOR AND PERMIT TEE. ]HE.FIRE CONSTRUCDON STORMWATER POLLURON CONTROL REQUIREMENTS THESE BMP NOTES SMALL BE AVAILABLE 70 EVERYONE NARKING ON SIZE. THE PROPERTY OWNR(S) AND MEETING SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 5. DRIVEWAYS SHALE HAVE A MINIMUM 2%CROSS SLOPE TOWARD THE IMP/bMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THE PRIME CONiRACiOIR MUST INFORM SUBCONTRACTORS ABOUT S10RMWAiER REQUIREMENTS AND iHEIR OW RESPOVSIBILITES THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/81P. WASIEMANAGENBVT 10. PRiOR TO HAULING DIRT OR CONSTRUCTION M47ERIALS 70 ANY PROPOSED CONSTRUCTION SITE W1770 INS PRO•ECT THE DEVELOPER CONTRAC70R SMALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE SMALL SUBMIT TO AND RECAVE APPROVAL fROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALIENED WAHHUT A PERMIT fROM THE CITY. PRODUC75 OV THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRIC1tY PROHIBITED, WITH ALL COIVDIDONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE"NTH REGARDS TO THE HAULING OPERATION 7 THE INSTALLATION OF ADDITIONAL IMPERIOUS SURFACES NOT SHOW ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE RENSED OR NO SEEPAGE fROM ANY DUMPSTER SHALL BE DISCHARGED IN70 STORMWA)ER BERMS_./OIKES SHALL BE PLACED AROUND ALL DUMPSITES TO DIVERT THE it UPON FINAL COMPLETION OF TIE WORK UNDER THE GRADING PERMIT BUT PRIOR 70 RNAL GRADING APPROVAL AND/OR FINAL THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. NA7RAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED fREW&R.Y FOR LEAKS UUMP'STER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSIERS RELEASE OF SECURITY• AN 'AS GRADED CER77RCAPON'SHALL BE PRONDED STARNG• 'THE GRADING UNDER PERMIT WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES NTH IMPERIOUS ROOFING OR COVERED NTH TARPS iN ORDER TO AWE RAIN CONTACT NTH ANY N0. 11174-SG- HAS BEEN PERFORMED IN SUBSTANTAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOWN ON 8. ALL ENSTNG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY NTH STORM WATER BEST MANAGEMENT PRACTICE IRASH MATERIAL. THE ATTACHED AS-GRADED PLAN'. THIS STATEMENT SHALL BE FOLLONED BY THE DATE AND SIGNATURE OF IRE CINL ENGINEER NHO REQUIREMENTS THE NAS H ENCLOSURES SHALL HAVE AN/MPfRNWS, NON-COMBUSTBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO CERDRES SUCH GRADING OPERATION. ENTER THE ENCLOSURE.. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL MANY CONSTRUCTION MATERIALS INCLUDING SOLWNI HATER-BASED PAINTS VEHICLE fLUID�BROKEN ASPHALT AND CONCRETE MOOD, AND CLEARED ABBREVIATIONS• OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE VEGETADON CAN BE RECYCLED. NON-RECYCLABLE MA RIALS MUST BE TAKEN TO AN APPROP IAiE LANDFILL OR DISPOSED OF A§HAZARDOUS WASTE. 12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGNEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND fUT TO ALLOW ROLLING OF THE DUMPS7ER IN AND OUT. THE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERNAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL fREE AT(800) 714-1195 FOR INFORMATION ON AC = ASPHALT CONCRETE TEST THE EXCAVATION PLACEMENT AND COMPACRON OF R21S AND BACKRILS AND COMPACRO N OF IRENCHES HE SHAALL SUBMIT SOILS ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED Of GREASE LANDFILLS AND 70 ORDER DUMPSITES CALL EDCO AT(760) 436-4151. CO = CLEANOUT REPORTS AS REQUIRED AND WILL DETERMINE THE S111TABIL11Y OF ANY PILL MATERIAL. UPON COMPLETION OF GRADING OPERA TONS HE SEPARATOR AND IS THEN FILTERED THROUGH A CITY-APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUtt11LUiC SANITARY SHALL STATE THAT OBSERVABONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERNSION AND THAT IN NS OPINION, ALL SEMEN SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS POLLUTANTS SHALL BE KEPT OF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE EP = EDGE PAVEMENT EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE STRUCTURE. IF= RNISY FLOOR PORTABLE TOILETS MUST BE IN GOOD MARKING ORDER AND CHECKED fREQUENTLY FOR LEAKS CONTRACTOR SHALL PRONDf SECONDARY CONTAINMENT FG = RNISH GRADE 1,1 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PRONOE POSITIVE DRAINAGE AND PREVENT PONDING OF AND LOCATE PORTABLE TOILETS AWAY FROM STORLIDRAIN INLETS ON PERNOUS SURFACES FH = FIRE HYDRANT WATER HE SMALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJON/NG PROPERTIES OR FINISHED NARK ON THE SITE AND GV= GAS VALVE SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH THE AS PERMANENT DRAINAGE AND ALL CONSTRUCTON DEBRIS SHALL BE KEPT AWAY fROM NE STREET CURER, AND STORMDRAIN. CONTRACTOR MUST ROURNELY CHECK AND CLEAN UP GM = GAS METER EROSION CONTROL MEASURES HAVE BEEN INSTALLED. MATERIAL THAT MAY HAVE IRAVELED AWAY FROM CONSTRUCTION SI)E HP = HIGH POINT If= INVERT ELEVATION 14. ALL AREAS TO BE FiLLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD FOR MORE INFORMA DOW ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF fL = ftOK/NE SPECf1CA17ON ALL IfflABLE MATTER AND O ECTONMBIE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE RNFACE ENCINITAS AT(760) 633-2770 LF= LINEAR FEET UPON WHICH THE FILL IS TO BE PLACED. LOOSE RLL AND ALLUNAL SOILS SHALL BE REMOVED TO SUITABLE RRM NATURAL GROUND. OA = OVERHEAD THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL P= PON£R POLE BE THE CONTRACTORS RESPONSIBILITY TO PLACE; SPREAD, WATER AND COMPACT THE RLL IN STRICT ACCORDANCE NTH SPECNRCATO S. SCO = &W£R CLEANOUT SMH = SERER MANHOLE 15. CUT AND ALL SLOPES SHALL BE CUT AND TRIMMED TO RNISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION TG = TOP OF GRATE THE SLOPES OR EXCAVATION AND EMBANKMENTS SMALL BE SHAPED PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF RORK IW= TOP OF WALL EMBAN M SLOPES AID LIABLET O B COW STONES.ED 91ALL BE RE 0WD A D DISPOOSSEDE OF THE OR TOE ANDS OP OF ALL NM = NA TER METER SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE GRADING ORDINANCE WV= WATER VALVE 16. ALL TREES BRUSH GRASS AND OTHER OBJECTONABLE MATERIAL SHALL BE COLLECTED, PILED OR O1HfRMiSE DISPOSED OF OF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NET AND RNIGIHED APPEARANCE fRff FROM OWNERS UNSIGHTLY DEBRIS APPROVAL OF LOCADON OF DEBRIS ALL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PR16R SIEWN G GAUGHEN AND GERY Y. GAUGHEN TO THE Di9DOSAL OF ANY SUCH MA7ERIAL. 937 NEPTUNE AVENUE ENCINITAS, CA 92024 17. THE REMOVAL OF ANY AND ALL CITY TREES SHHALL BE CONSISIENT NTH THE CYTYS URBAN FOREST MANAGEMENT PROGRAM TREES SITEADDRESS LOCATED WTHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY OR W WIN CITY EASEMENTS ARE REFERRED TO AS CITY 7REES AND SIT NEPTUNE AVENUE SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECRCALLY APPROVED O7HERNISE: NO GRADING EXCAVATION, OR SOILS ENG/NEERSCERT/F/CA7E ENCINITAS CA 92024 DISTURBANCE OF CITY TREE ROOT SYSTEMS SMALL OCCUR WINN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A IRff 70 THE OUTERMOST EDGE OF THE TREE CANOPY PRMCION ON THE GROUND}}. IF A CITY TREE IS NOT CLEARLY LABELED TO BE I ERIN RUST A RfUSIE NL ENGINEER 1N THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE RECD OF APPLIED SOIL MECHANICS HAVE LEGAL DESCRIPTION.• REMOVED IT MUST BE PROTECTED IN PLACE. EVEN If APPROVED IMPROVEMENIS ARE IN CONRJCT NTH A CITY NE , iT MUST NOT BE RViEWfD �NG SAND NiLL BE RETA/NIED TO SIUfERNS£ALL GRADING AC77W ES. LOT 14 IN BLOCK 8 OF SOUTH COAST PARK N0. 2 IN THE CITY Of DISTURBED UNLESS THE PLAN IS RENSED 10 ADDRESS THE TREE REMOVAL. ENCINITAS, COUNTY OF SAN DIEGO STATE OF CALIFORNIA ACCORDING TO ONE e �' MAP NO. 1859 FILED IN THE DACE OF THE COUNTY RfLzORDfR OF SAN NOTIFICATHONS RcE ERINiFRIST pFESS/ DIEGO COUNTY, SEPTEMBER 11, 1925. L THE EXIS1ENCf AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS MERE OBTAINED BY A NO: ����kN E. R s q� ASSESSO RSPARCEL NO.: 154-312-04 SEARCH OF AVAILABLE RECORDS 70 THE BEST OF OUR KNORiW THERE ARE NO ENSONG UTLI71ES EXCEPT AS SHOWN ON 7HESE TOPOGRAPHY PLANS HONEVfN• THE CONTRACTOR IS REQUIRED 70 TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY EXNS)7NG UTILITIES OR JOB IZSoo2_y No. 65122 7Hf EXISTING TOPOGRAPHY SHOWN ON THIS PLAN IS BASED ON A RELD STRUC7URES LOCATED AT THE MARK SITE. IT IS THE CONIRAC70R'S RESPONSNYTY 70 CONTACT THE FOLLOMING ONNERS OF SAID u SURVEY PERFORMED BY SAMPO ENUNEERINS INC. ON JANUARY 17, 12. UFUTES OR STRUCTURES PRIOR 70 ANY EXCAVATION, FOR 01RCAPON AND LOCATION OF URLITES AND NOTRCAPON OF ENGINEERING DESIGN GROUP ! Exp. 9/301203 COMMENCEMENT O- #VRK• 2121 MANTEL ROAD * SLOPEANALYS/S.• A. SENERS - CSD - (760)-6JJ 2770 SAN MARCOS CA 92069 cpl CiVlt �q EVSTNG GRADE OF THE ENTRE-91E IS LESS THAN 25X SLOPE. B. GAS &ELECTRIC - - ((760)-438-6200 (760) 839-7302 of CA��FOQ�' C: WATER - SAN DIEGUITO WATER LIlS1RICT-I-BOO 217-2600 OWNERSCERTIF07F..- D. iEL PHONE - SBC BELL - (760)-469-3411 E. CABLE TV- COX COMMUNICATIONS-(760)-806-9809 X-2233 STATEMENTOFENGNNEEROFWORK I_(NE1_HENEBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR via HAS BEEN OR NMLL BE RETAINED TO SUPERNSE OVER ALL 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR 10 BEGINNING ANY WORK ON THIS PROJECT. PHONE. THE UNDERSIGNED ENUNEER AGREES THAT THE WORK PERFORMED BY IHE ENGNEER WALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND GRADING ACDNTY AND ADNSE ON THE COMPACTION AND STABILITY OF (760)-633-2770. PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION THE ENGINEER FURTHER AGREES THAT IRE WORK PERFORMED HEREIN SMALL BE IN ACCORDANCE IHE SIZE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCNITA 70 IMF EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMAN E THE 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION PHONE. (760)- 633-2770. ALL MARK PERFORMED ENGINEER AGREES )HAT ANY PLANCHECK OR RENEW PERFORMED BY IN CITY OF ENCINITAS IN 17S CAPACITY AS A PUBLIC ENTITY FOR 711E PLANS A: � MITHOUT BENERT OF INSPECTION MIL BE SUBJECT 10 REECTION AND REMOVAL. PREPARED BY THE ENGINEER IS NOT A DEIERM/NARON BY THE CITY OF ENCINiTAS OF THE TECHNICAL SUFACENCY OR ADEQUACY OF THE PLANS OR S G DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLITY FOR THE PLANS OR DESIGN OP IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES 70 INDEMNIFY AND HOD HARMLESS THE CITY OP ENCINITAS AND ITS OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR B.BOLD/LY IN�1/RY ARISING SOLEI Y FROM THE NEGtiGfNl AC75 ERRORS_OR OMISSIONS Of THE ENGINEER AND NS/HER AGENTS OR EMPLOYEES ACING IN1HlN �4Y THE COURSE AND SCOPE O-SUCH AGENCY AND EMPCOi, &T AND ISING OUT OF THE MARK PERFORMED BY THE ENGINEER. SAN D/EGUITO WATER DISTRICT NOTES. 1. RENEW OF THIS PLAN BY SAN D/EGUITO WA TER DISTRICT DOES NOT CONSn7U1f A REPRESENTA DON AS 70 THE ACCURACY OF THE SAMPO ENUNEERR/NG INC. LOCATION OF OR THE EXISIENCE OR NON-ENSIENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE INiIIIN THE LIMITS OF INS 1034 SECOND S7RECT PROL'CT ENCNITAS CA 92024 U•, a m , (760) 436-01660 *� y_ 2 ALL EXISTING FACILITIES WICH MAY AFFECT THE RNAL DESIGN LE LINE CROSSINGS LINE PARALLELING OR PROPOSED CONNECTION 'J O SHALL BE RELD WPIRE11. ALL EXISTING OR PROPOSED U17LITY CROSSINGS III THIN 10 fEET OF PROPOSED WATER MAINS SHALL BE BY i/ /�-�. DATE ,SAN DES OPWOiWER NT PLANS ELECTRICAL AND S£WfR 70 CROSS UNDER WATER MAINS UNLESS WRITTEN PERMISSION IS LIVEN BY NNCENT L SAMPO R� EAPI 630 2013 J. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCAIF AND/OR AOJJST 70 GRADE ANY EXIS77NG WATER FACLiTY(RRE HYDRANT, EAR7HWORKDATA METERSL VALW VALVE BOXES ETC) WIC AFfEC7fD BY THEIR PROECT. ALL AFFECTED WATER FACILITIES MUST MEET CYRRENl SAN Dl GUITO ATER DISTRICT STANDARDS IF FA67LIlIES DO NOT MEET STANDARDS THEY WALL BE UPGRADED TO CURRENT STANDARDS CUT= 100 C Y AT THE OWNERS EXPENSE. RLL = 100 C.Y. 4. U77LINES 70 MAINTAIN MINIMUM 5-FEET SEPARATION NHEN PARALLELING WATER SERNCES IMPORT= 0 C.Y. BMPPROJECTSTATUS. STANDARD 5. MINIMUM HORIZONTAL SEPARATION OF 10-fEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGN70 GAS AND ELECTRIC VAUL IS PUBLIC WORKS PLANN/NG AND BUILD/NG PARKSAND RECREATION SAN D/EGUETO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 6. ALL WATER SERNCE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER IRA KLED WAYS WATER Mf7ERS MUST BE IN fROVT OF PARCEL THEY ARE SERl4NG U 7. WA 79 MA/NS, LATERALS, AND APPURTENCES SHALL BE CONSTRUCTED ACCORDING TO STANDARD SPECIRCA PONS OF THE CURRENT z n WATER A(;fNOYES'STANDARDS COMMITTEE(NOEL). 1012 0 SIGYV f PA iF DATE DATE DATE UV DATE w z DESIGNED 8Y DRAWN BY CHECKED BY C7 CHANGE N0. DESCRrrnoN APPROVED DATE BENCHMARK SCALE L D/STR/CTAPPROVAL VLS ENGINEER/NG DEPARTMENTAPPROVALS C/TYOF ENC/NITAS-ENGINEERING SERVICES DEPARTMENT DRAW/TUG N0, z ENCINITAS CONTROL STADON ENC-25. A 1.5'BRASS D19( PLANS PREPARED UNDER SUPERNSION OF RECOMMENDED:Sm APPROVED. SIMPLIFIED GRADING PLAN FOR : p h LOCATED RE WELL LA IN THE l 100 FEET N RT ALONG DATE : 3 28 Y L � GA UGHEN RETAINING WALL 11174-SG < PORTAL STREET AND U MESA AVENUE, 100 fEEl NORTH ALONG o THE SOUTHEASTERLY CURB LINE OF SOUTH PORTAL STREET N/A MASH MAHER U i cz R.C.E. NO. : 44173 DATUM.• NAWM ELEVATION 60.601' SI NNCAVT L. SAMPO EXP. 30/13 4 / i$ / i 2 • ' ' . �2 937 NEPTUNE A VENUE ENGINEER OF MORK DATE DATE PUNNING CASE NO.- NIA SHEET I OF2 x 6'MAX HIGH WOOD FENCE 48» TOP OF GRATE LLEVA77ON PER PLAN (3j !—23' 2.0'� ABOVE ADJACENT GRADE SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF PLANTS THAT ARE NOT PRONE TO 9° BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES - 6° TURF REINFORCEMENT 13 MIN II III III–III r MAT IF APPLICABLE 120x12'HOPE CATCH CONCRETE MASONRY BASIN AND GRAZE BY "� � { ll i l l\ill\ i NDS'OR APPROVED EQUAL _ BACKRLLG PER LSDRSD C-5 LEVEL � 6.0'MAX //\//�//�\//�\/V I�IAi�I /i,llV �I --- – - /V/\/V/ / �V��� 1-- /%V/%V� � - . v 111=111 -� r�= T � �71 -��T 1111 v v v v v- sEE DETAIL© - _- �/vv`/%vy'/%vy i I 1 I I-III III III I I 1 /vy�� ���y�' -- -- 4' OPVC... 2"OPVCWEEP \ \ \ \ \ \ \ \ SOLID WALL STORM DRAIN I HOLES AT 4'C-C CONSTRUCT ONE HORIZONTAL ROW 3 4" GRAVEL WRAPPED !N PER OF OPEN HEAD 8 ADR JOINTS IN \\�/%��� `� a Ja a a f\ ,jJ\\///\ \j/ 4"PVC PIPE FOR DRAINAGE SEE CALIFORNIA STORMWATER QUALITY vj - ---- T8"MIN ` \\ \ \\ \\ \\' 6"MIN ENGINEERED SOIL 7 ( __ y 12'MIN �i f%\/%\/%/% /%/%\/%/j *SEE NOTE BELOW DEPENDING ON FIELD CONDI7TONS ASSOCIATION (CASQA) STANDARD DWG M0. OR APPROVED EQUAL) a< \i��\/�\//�//\ j�\//\//\ \j 5E-10 FOR ADDITIONAL INFORMAlTON f7L7fR FABRIC J14' CRUSHED(_� ice\//�//\/ N 3f ' AVEt A O GG 2M PROJECT EXISTING 1 PCC IN-PLACE 24°MIN 3/4 M 1=) I I. . .) I (_ -- _ i6' IN. "CRUS}IED ROCK -1 I I– _) WOVEN FABRIC GRAVELBAG — WALL CROSS SECAON a TYPICAL DRAINAGE SWALE FI TYPICAL INLET PROTECTION 1" = 2' NTS u NTS v N � ( j J TEMPORARY SILT FENCE PER CASQA DETAIL SE-1 5 7 J�^ ,I 3 -12 0 FG 86.7 - 2 5 1 1. SET POSTS AND EXCAVATE A 2 STAPLE WIRE FENCING TO 4 BY 4 IN (10 BY 10"CM) THE POSTS. 5 FG 90.3 / F b T(NG SfL FD TRENCH UPSLOPE FROM AND 0 5 10 20 X 2 ALONG THE LINE OF POSTS 141 s 94 FG 99.8 . £ m �, a EXSIDIAI' f� 4 IN (10 CM) RESIDENCE �" " N i n CONCRETE\ 5 _ J. A TTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE I7 d 86:72 THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. � INTO THE 7RENCH. X�STING PPOG'�1 " DAYLIGHT LINE(TYP)� C A 6" TEMPORARY GRAVELEAG INLET PR07EC770V PER CASQA I�I �� �I I aTER FABRIC EXISTING 4 J STANDARD SE-10, T1P. WIKL Al, RESMENCE T FG 89.8 J-� -J— / 1f B9oD 6 _ 1 I / 867 5 NOTE z � 2� p � AtTERNA TTVE SILT FENCE CONS1RUCilON MAYBE USED SEE CALIFORNIA STORMWATER QUALITY N Gil g 1F FIRST APPROVED BY THE ENGINEER OF WORK AND ASSOCIADON(CASQA) STANDARD DWG NO THE INSPECTOR SE-1 FOR ADDITIONAL INFORMA7701V ' 5 FG 94.D TYPICAL ALT FENCE �,�� 133. TEMPORARY SILT FENCE ` ' / 1 1 P0' / PER CASQA DETAIL SE-1 \` NA -U 20' i 7/3p• E K KEYNOTES: \ lD PROTECT EXISTING POOL AND POOL DECK IN-PLACE 2Q 6'HIGH MAX. WOO FENCE AT 2'SETBACK FROM WALL \ Z 1 10 ® 4' WIDE GRASS SWALE FOR BMPS NOT TO BE MODIFIED If7HOUT C r _ r r PERMISSION OF THE CITY ENCINITAS rn ® 12"x12'HPDE CATCH BASIN AND GRATE BY 'NOS'OR APPROVED \ ` EQUAL Wk 41178 Q CONCRETE MASONRY RETAINING WALL WITH LEVEL BA00LL PER ��� . SORSD C-5 lam PRIVATE 4'0 PVC SOLID WALL STORM DRAIN PIPE(SOR-35 MIN.) f @ z N �lK 4'WIDE DRAINAGE SWALE. SEE DETAIL B' z 40 _ \ � m o0 BMPPROJECT STATUS sTANDARD z DESIGNED BY DRAW BY CHECKED BY C7 JQO CHANGE NO. DETCRIPBON APPROVED DATE BENCHMARK SCALE LD/STR/CTAPPROVAL �S ENGINEERING DEPARTMENTAPPROVALS C/flOFENC/N/TAS-ENGINEERINGSEROCESDEPARTMENT DRAW/NGNO. z ENCINITAS CONTROL STATION ENC-25. A 25`BRASS DISK PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: SIMPLIFIED GRADING PLAN FOR : p 916 LOCATED IN EfAt MONUMENT A ]TIE 100 ECIXXV Of SOUGH DATE : 3 z /� GAUGHEN RETAINING WALL 1117MG" ¢ o PORTAL S]REET AND LA META AVENUE, iD0 FEET NOR 7H ALONG THE SOUTHEASIERLY CURB LINE OF SOUTH PORTAL STREET. N/A f / MASIH MAHER ` CD N DA W. NA W88 £LEVAB0I. 60.601' S! VINCENT L. SSSA''pMPOO R.C.E. N0. : 6MZ13 41 , i�2 4 ��y��,L 937 !NEPTUNE A VENUE ENGINEER OF NWK DATE DAIS I PLANNING CASE NI NIA SHEET2OF2 -�