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2017-13420 SG (Plans)Vely r OWNER IS TO OBTAIN A CONSTRUCAOIN P ERWT FROM THE ENGINEERING DfPAKIM1ENT AT LEAST 48 HOURS PRIOR TO 0ORKING NV THE PUBLIC RIGHT OF WAY FAILURE TO DO SO NAL RESULT LN LWANCf OF A STOP WORK NOBCE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE ONNLR TO KNOW WHERE HIS/HER PROPERTY LINE IS DRAINAGENOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS 10 DRAIN AWAY FROM STRUCTURES FOR A MIN /MUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 70 AN APPROVED DRAINAGE FACILITY uru Iry unm ALL UDURES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES I. ALL #VRK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS THE STANDARD SPECIRCA17ONS FOR PUBLIC WORKS CONSNUC770A THE DESIGN CONS7RUCTON STANDARDS OF THE CITY Or ENCINITAS AND 771E SAN DIEGO AREA REGIONAL STANDARD DRAWNGS ANY CHANGES OR REWSONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSRECTON 2 NOT APPLICABLE 3 .SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION N7HIN PUBLIC RIGIT -OF=WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WTH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OTSI7E GRADING 5. CONIRACTOR SHALL TAKE ANY NECESSARY PRECAURONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERA TICKS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING 6 THE DEEOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE RESPONSBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS 8 GRADING AND EQUIPMENT ORERATNG WINN ONE -HALF (1 /2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY 91ALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5 :30 P.M. AND 7.•3O A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9 NO GRADING OPERA77ONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONGTE NTH THE FOLLOWNG PEOPLE PRESENT: CTY INSPECTOR, CV1L ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED NTH THE CITY AT MT 48 HOURS IN ADVANCE BY CALLING (760) 633- 277(7. 10. PRIOR TO HAULING DIRT OR CONSIRUC17ON MATERIALS TO ANY PROPOSED CONSNUC77ON SITE WINN 771IS PROJECT THE DEVELOPER SHALL SUBMIT 70 AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR IHE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY W N ALL CONDITIONS AND REQUREMENTS THE CITY ENGINEER MAY IMPOSE NTH REGARDS 70 THE HAULING OPERATION. 1L UPON FINAL COMPLETION OF THE #VRK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CERARCARON- SMALL BE PRONDELI STAINNG• 'THE GRADING UNDER PERMIT N0. -SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE NTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN° THIS STATEMENT SMALL BE FOLLOWED BY THE DATE AND SIGNATURE OF IRE EVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERA DON 12 ALL GRADING STALL BE INSPECIED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SMALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF IRENCHES HE SHALL SUBMIT SOUS REPORTS AS REQUIRED AND WLL LIETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERATOINS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MACE BY hW OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVA77ONS ARE ACCEPTABLE FOR lHOR INIE MED USE I3. THE CONIRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE P097114F DRAINAGE AND PREVENT PONDING OF WATER HE SHALL CONIROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROMMES OR FINISHED WKVK ON THE 91E AND SHALL TAKE REMEDIAL MEASURE TO PREVENT fR09ON OF FRESHLY FADED AREAS UN77L SUCH TIME AS PERMANENT DRAINAGE AND LROSON CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE RLLETT SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH STANDARD SPECFlCARON ALL VEGETABLE MATTER AND CBCECTONABLE MA7ERAL 91ALL BE REMOVED BY 7HE CONTRACTOR FROM THE SURFACE UPON WICH IHE FILL IS TO BE PLACED. LOOSE FILL AND ALLUWAL SOILS STALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. TIE EXPOSED SOILS STALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND INEN COMPACTED TO A MINIMUM CE 90 PERCENT. IT SHALL BE THE C0N7RAC70R'S REPONSBIUTY TO PLACE, PWAO WRITER AND COMPACT THE FILL IN STRICT ACCORDANCE NTH SPECIFICATIONS 15 OUT AND FILL SLOPES SHALL BE CUT AND TRIMMED 70 FINISH GRADE TO PRODUCE SM1007H SURFACE AND UNIFORM CROSS SECTION )HE SCOPES OR EXCAVATION AND EMBANKMENTS STALL BE SHAPED, PLANTED, AND IRIMMED AS ARECIED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND OViV RLY CONDI776N. ALL STONES R007S AND 07HER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SORES WHICH ARE LIABLE TO BECOME LOOSEN® SHALL BE REMOVED AND DISPOSED OF RIPE TIDE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE N7H THE GRADING ORDINANCE M ALL IREES BRUSH, GRASS AND OTHER OMCRaVABLE MATERIAL SHALL BE CMLECIED, PILED OR OTHERNSE DISPOSED OF OF 7HE SITE BY THE CONTRAC70R SO AS TO LEAVE IHE AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND RNNSLED APPEARANCE FREE FROM UNSGHTY DEBRIS APPROVAL OR LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL 17 THE REMOVAL OF ANY AND ALL CITY )BEES STALL BE CONSISTENT N7H THE CTYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED 107HIN CITY STREET RECUT -OF -WAY, ON CITY PROPERTY, OR *THIN CITY EASEMENTS ARE REFERRED 70 AS CITY TREES AND SHALL BE PROTECIED IN PLACE DURING CONSTRUCTION UNLESS PEaRCALLY APPROVED OIFEERNSE. NO GRADING, £XCAVATOi, OR DIS71IRBANCE OF CITY TREE ROOT SYSTEMS STALL OCCUR NIHIN IHE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A IREE TO THE OUIERVOST EDGE OF 7HE TREE CANOPY PROECTON ON THE GROUND). EF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTEC70 IN PLACE. E" IF APPROVED IMPROVEMENTS ARE IN CONFLICT NTH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE 77?fE REMOVAL VICINITY MAP N EROS= CONTROL 1.. IN CASE EMERLENCY WORK IS REQUIRED, CONTACT TOM WARDEN AT (858) 259 -5437, 24 HOURS A DAY. 2 EQUIPMENT AND NORKFRS FOR EMFRlILNCY OORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS 70 FACILITATE RAPID COVSNL C170N OF TEMPORARY EROSION CONTROL MEASURES MIEN RAIN IS IMMINENT. 3 DEICES SHOWN ON PLANS MALL NOT BE MOVED OR MODIFIED WfTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO MAKING ORDER TO THE SARSEACRON OF 771E CITY ENGINEER AFTER EACH RUN -OT PRODUCING RAINFALL. 5 7HE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA17ON OR UNFORESEEN ORCIUMSTANCES Wf101 MAY ARISE 6 THE CONTRACTOR SHALL BE RESPPONSLBLE AND SHALL TAKE NECESSARY PRECAU71ONS 70 PREVENT PUBIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07EN77ALL Y UNSAFE. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADNVG PLAN SHALL BE INCORPORATED HEREON 8. GRADED AREAS AROUND THE PROXCT PERIMETER MUST DRAIN AWAY FROM TIE FACE OF SLOPE AT 771E CONCLUSION OR EACIH 1WMK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WIRKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%) SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8TORMWA TER POE LUTIONCONTROL POST CONSWCWff SNP INFNOIES 1. FOR STORM WATER POLURMN CAN7RM PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO MASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ON70 THE STREET AND /OR INTO 771E PUBLIC STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WSOUT A PERMIT FROM 7HE CITY. 3 ALL IMPERVIOUS AREAS WTHIN THE SITE SHALL DRAIN 70 APPROVED BWIIMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS NTH ADEQUATE GROUNDCOVER PRIOR 70 DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND /OR )HE TURF11 ANOSCAPED AREAS 4. NO DRAINS STALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS; OR ANY 0771ER IMPERWOUS AREA UNLESS THE FLOW FROM THE DRAW DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2Z CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE AN077IER APPROVED DRAINAGE SYSTEM THAT IS DERNMED 70 COLLECT RUNOT AND DISCHARI,E IT 70 AN ADEQUATE NMP/BAIP. 6. ALL STORMWATER NP/WP FACILITIES SHOW HEREON SHALL NOT BE MO fREO OR ALTERED NIHOUT A PERMIT FROM THE CITY. 7 771E INSTALLATION OF ADDITIONAL IMPERIOUS SURFACES NOT SHOWN ON IRIS PLAN MAY REQUIRE THAT THIS PLAN BE R£WSED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8 ALL EXISTING AND PROPOSED TRASH ENCLOSURES -WALL BE AT7EO 70 COMPLY NTH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE 7RASH ENCL09JRES STALL HAVE AN IMPERVOUS, NON - COMBUSTIBLE ROOF THAT NLL NOT ALLOW RAIN WATER TO ENTER 771E ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENINGS 70 HOD IN ANY LIQUIDS THAT ESCAPE FROM 771E DUMPS7ER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE NRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WDE AND FLAT TO ALLOW ROLLING OF THE DUMPSM? III AND OUT THE ENCLOSURE 91ALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCIHARCES THROUGH AN ADEQUATELY 92ED DIL/ GREASE SEPARATOR AND IS NHEN FICTRED 7HRO116H A CTY- APPROVED HYDROCARBON FILNER AND DISCHARGED INTO THE PUBLIC SANITARY SEND? SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS SDRUCUURE. SAN DIEGUITO WATER DISIRICT NOTES.• 1. WATER MAINS LATERALS AND APPURTENANCES STALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPEOFFCARONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 RENEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSP77JIE REPRESENTATION AS TO THE ACCURACY OF IHE LOCATION CL OR THE EXISTENCE OR NON49SIENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WTH1N THE LTMI7S OR INTS PROJECT 3 ALL EXNSTING FACURES WNCH MAY AFFECT FINAL DESIGN, T.E., LINE CROSSNG, LINE PARALLELING OR PROPOSED COIVNEC776N SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED U77LITY CROSSING NRHIN 10 FEET OF PROPOSED WATER MAINS STALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWR TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. COVIRACTOR AND OWNER ARE RE9DO)M LE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS VALVES VALHF BOXES ETC.) 101IClH IS AFFECTED BY THEIR PROECT. ALL AFFECTED WRIER FACLIRES MUST MEET CURRENT WATER ACENCES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACLITES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE 5. UTILITIES TO MAINTAIN MIMWUM 5 -FOOT SEPARATION WIEN PARALLELING WATER SERVICES 6. MIN /MUM HORIZONTAL SEPARATION OR 104EET REQUIRED BEINEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7. ALL WATER SERVCES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8 CALIFORNA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONS7RUCRON OR REPAIR OF ALL POTABLE WATER SYSTEM EfFECTVE JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 9 ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFS, AND SERVICES SHALL BE PROVIDED NTH CATHODIC PROTEC77ON IN ACCORDANCE NTH WC -17 OR OV -18 LEUCAD/A WASTEWATERDISTR/CT PUBLIC SEWER S YS T EM A PP R O VA L APPROVED BY LWDDISTRICTENGINEER ZCN� C33692 01,2'6't 17 DEXTER S. WL N, PE RCE DALE DM ER WILSON ENUNEERING, INC. wlllli DATE STO WA TERPOLLUTIONCONTROLSWAli70fiE LATNET40 CONS TRVC7WACTM77ES CONCRETEWASHOUT CONTRACTOR SHALL ESTABUSH AND USE AN ADEQUATELY SZED CONCRETE WASHOUT AREA 70 CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO IRE STORMWAIER CONVEYANCE SYSTEM OR ANY RECEIVING WATER CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION S17FACCESS A STABILIZED CONSNUCHO N 517E ACCESS SHALL BE PROVIDED FOR WfHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL NNOLUEE USING MA7ENAL SUCH AS 3' CRUSHED ROC( AND /OR CORRUGATED SRH PANELS11PLA7ES. CONSTRUCTION VEHICLES A PECFlC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DEgGNAM) FOR CONSTRUCRON VEHICLES PARKING, WHICLE REFUELING, AND ROUTINE EQUIPMENT MAINIENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL ER09ON CON7ROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECALLY SHALL BE PROTECTED AGAINST EROSON BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONNROL MATS ADEQUATE GROUND COVER VEGETATION, AND BONDED R fR MATRIX. NO EXCAVATION AND GRADING AC77W77ES ARE ALL ONED DURING WET WEATHER 9MR90N DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE COISTRUC77ON SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND IEMPORARY ERO90N CONIROL MEASURES REMOVE ENSTNG VEGETATION ONLY WIEN ABSOLUTELY NECESSARY. LARGE PROCECTS SHALL BE CONDUCTED LN 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 PLAN7E0 ON SLOPES OR WHERE CONSIRUCTON IS NOT IMAIfDfATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST -ORONNG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL PLANT PERMANENT WCETAMY AS SOON AS POS98LE, ONCE EXCAVATION AND GRADING ACRVITES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MLNNIZEO. ONSFIECONSTRUCTIONM4TERL4L STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AM PKLA(E: CON7RACTOR STALL S70RE THESE PRODUCTS NHERE THEY NLL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF SIORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOL, PARING M47TRACS APHALT CONORElE AGWEGAIE BASE ETC. STOCKPILES MALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZATION MEASURES AND PROVDED NTH A IEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL ITMES TRAINING CONTRACTORS' EMPLOYEES NHO PERFORM CONS7RUCRIN IN THE CITY CE ENCINITAS SHALL BE TRAINED TO BE FAMILIAR NTH THE CITY OR ENCINITAS STORMWATER POLLUTION CONTROL REQULRIMEN7S THESE LIMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNERS) AND THE PRIME CONNAC70R MUST INFORM SUBCONIRACTORS ABOUT STORMWATER REQUIREMENTS AND IHEIR OWN REPONS45LURES WASTEMANAGEMENT CONTRACTOR SHALL BE REPON98LE FOR PROPERLY DIPOSNG OF ALL WASTE AND UNUSED CONSIRUCTON MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTY PROHIBITED. NO SEEPAGE !ROM ANY DUMPSM? SHALL BE DISCHARGED INTO STORMWAIER BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSEES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUAIPSIER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS NIHOUT LIDS SHALL BE PLACED WINN STRUCTURES NTH IMPERVIOUS ROO7NG OR COVERED NTH TARPS IN ORDER TO AVID RAIN CONTACT NTH ANY 7RASI MAIMAL MANY CONS7RUC770N MATERIALS INCLUDING SOLVENTS WATER -BASED PAINTS VEHICLE FCUlDS BROKEN APHALT AND CONCRETE W w,, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DIPOSED OF AS HAZARDOUS WASTE. FOR INFORMARON ON DISPOSAL OR HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND 70 ORDER DUWS7ERS CALL LOCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE 57T£ PORTABLE TOLETS MUST BE IN GOOD WWKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR STALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM S70RMDRAIN INLETS ON PERVIOUS SURFACES ALL CONSNUCTIV DEBRIS STALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSNUC71ON SITE FOR MORE INFORMA77ON ON STORMWAIER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENINITAS AT (760) 632770. N077FICAWNS L IHE EXISTENCE AND LOCATION OF UNDERGROUND U17LITY PIES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNONLEDCE THERE ARE NO EXISTING U77LI77ES EXCEPT AS SHOWN ON THESE PLANS, HONEWk THE CONIRACTOR IS REQUIRED 70 TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXNSRNG U17LIT£S OR STRUCTURES LOCATED AT THE #WK SITE IT IS 7HE CON7RACTORS REPONSEEITY TO CONTACT THE FOLLOWNG OWNERS OF SAID U77LI77ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIRCATO! AND LOCATION OF URUTES AND N017RCA7101V OF COMMENCEMENT OR WORK.• A. SEWERS - LE - (760) 753 -0155 B. GAS & ELECTRIC - 50CE - (760) 438 -6201 C. WATER - SAN DIEGUITO WATER DISTRICT - 1 -800 - 227 -2600 D. TELEPHONE - SBC BELL - (760) 489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760) 806 -9809 X2233 2. CONTRACTOR SHAH! NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGNNING ANY WORK ON THIS PROJECT PHONE • (760) 633 -2770. 3 IRE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. PHONE- (760) 633 -2770. ALL WORK PERFORMED NTHOUT BENEFIT CE INPEC17ON NEL BE SUBJECT TO REJECTION AND REMOVAL I MP E R V IO T S A R EA SUMMARY NPERVIOUS AREA PRIOR TO CONSTRUCTION 5,188 SE IMPERVIOUS AREA AFTER CONSNRUCRON. 6,353 P /&PERMITS AREA NEW/REMOVE AND REPLACE. 1,165 SF STORM WATER STA7EMFNT.- THE I0- INILF PTA 77ON BANN HAS BEEN SIZED USING SIZING FACTOR OF 49 (50 SF MINIMUM AREA) PER THE LIMP DESIGN MANUAL FIELD OPERATIONS I PLANNING DIVISION OWNER ROZELIN NAUBOFF 1041 ST. ALBANS DRfVE ENCINITAS CA 92024 PHONE (656) 259 -5432 SFIEADDRESS 1041 ST ALBANS DRIVE ENCINITAS, CA 91024 ASSESSORS PARCEL NO, 254 - 551 -40 n•r nr n„n,mv LEGAL DESCRIPTION LOT 29 OF FOX PONT, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO MAP N0. 7832 FILED IN THE O ME OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON DECEMBER 27 1973 14u11*4e iAaCa114 I (NE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR MIL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND AD WE ON THE COMPACTION AND STABILITY OF THE 97E. I (NE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS OFFCERS OFICALS EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILIIIES CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES DAMAGES AND COSTS INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECT Y WIN ANY ACTS OR OMISSIONS OF GINNER OR OWNER'S AGENTS EMPLOYEES CONTRACTORS SUBCONTRACTORS, OFRCALS OFFICERS; OR REPRESENTAAVES FOR ANY AND ALL Nf7RK OR CONSIRUCTON COVERED IN IHE PERMIT OR CONNECTED DIRECT Y OR INDIRECT Y TO THE PERMIT OR APPROVED,FL�AMS NI HIN THE PRIVATE PROPERTY OR PUBLIC EASE .. \ rxxl�000= MINN.. UAW, S TA T EME N T O F ENG I NEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE Wf AK PERFORMED BY THE ENGINEER SHALL COMPLY NTH 7HE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS IRADE OR PROFESSION. THE LNGINEER FURTHER AGREES THAT TIE WORK PERFORMED HEREIN STALL BE IN ACCORDANCE NTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE THE ENGINEER AGREES THAT ANY PLANCHECK OR RENEW PERFORMED BY ME CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETRMINATON BY THE CITY OF ENCNITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF REPONSBIUTY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGNVEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND 17S OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACIS ERRORS OR OMI5,9016 OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACING NIH1N THE COURSE AND SCOPE OF SSUCH AGENCY AND EMPLOYMENT AND AR19NG OUT OF THE WORK PERFORMED BY THE ENGINEER. SGNA7URE. l/-- ��,,± DA AE 128 /7 NNCENT L SAMPO COMPANY SAMPO ENGINEERING INC. �E IO ADDRESS. 171 SAXONY ROAD, STE. 213 ENCINITAS CA. 92024 Q� PHONE NUMBER: (760) 436 -0660 c�vF�j L' S9q� F�L RCE EXPIRES: 6130119 EARTHWORKDATA c� No. 44173 ° STEEPEST M77NG NATURAL SLOPE ON -SITE =1.5.1 06 -30 -19 FEET MAXIMUM MAXNM tLRRCAL DEPTH OF FILL = 6 FEET �9j C l V kL OF CA��F� CUT= 146 CY FILL = 33 CY EXPORT= 113 CY REMEDIAL = 185 CY (25' REMOVAL AND RECOMPACRON UNDER, AND 5' OUTSIDE OF BUILDING AREAS) PARKSANDRECRE AT /ON Gi �OZ az e ^�W z Z W 1 I BMPPROJECTSTATUS 1 SAN DIEGUITO WATER DISTRICT DATE DA SIG DATE SIGN DATE E N C /Nf fA S F / R E D S PA R T M E N T 2G CHANGE 710. DESCRIPTION APPROVED DATE BENCHMARK ASBUILTAPPROVAlS DE9GvE9 Br. - 1 DRAWN BY CHECKED er ENG/NEER/NGD/VIS/ONAPPROVALS C/ TYOFENCINITAS- DEVELOPMENTSERVICESDEPARTMENT DRAWNGNO. mxele 5MEI le 2-- It A0 VLS zl 7 ELEVATION TED 70 CITY OF ENCINITAS BENCHMARK INT. DATE PLANS PREPARED UNDER SUPERVISION OF SNPEIRED GRADING /LAN FOR 1041STALBANSDR /VF - lI 21 f RECOMMENDED: APPROVED: REVISE SHE£T2 1 °l ! STATION 1023': ENGINEER'S NAME ATE PUBLIC WORKS ,vq 9k DATE. / Z l WARDEN RESIDENCE 13420 -SG PLANNING d / J ELEVADON: 310.417' DATUM• NAND 88 CITY ENGIN DATE REVIEWER II V o(• -�� R.C.E. NO.: 44173 APN.'25�551.40 INSPECTOR EN�EEROF EXP. 6/30/19 ���3/i7 /U -yA� DAIS DATE PLANNING CASE N0.•N/A $TIFF'/' 1 OF V CORE <, KEY N07ES CONSNUCRON NOTES x2' �4 y f ng ffl9 AIPL07ECT N-PLA CE o I. THE EXISANG TOPOGRAPHY AND BOUNDARY SHOW HEREON BY SAMPO LNGNEERING ON 1. DEMOLSSf! GHICK€N COUP 01/19/17. �yIFLR a' fl TC A 2 DEMOLISH SWEO 2. A PRELIMINARY DTLE REPORT WAS PROUD 277 1: } f 1 J. DEMOLISH KEY570NE WALL Yr764 rZ yy / ! \ BY FVELITY NATIONAL RILE COMPANY ON APRIL v t = } > 4. DEMOLISH 1{YJDD FENCE 7 2015 AS ORDER NO. 00054076- 992- SDl -,M. fI,NE EXISTING EASEMENT WAS LISTED ]HEREON t> ` 27939>- ti \ 5. DEMaM ZEWALK HONEVER WAS A BLANKET EASEMENT AND HAb Y i } 6. REMOVE TREE NO LOCATION SET FORTH: A) SLOP€ AND DRAINAGE EASEMENTS 7. PR07ECT AREA DRAINS AND STORM DRAIN PIPE IN -PLACE TOGETHER NTH ACCESS RIGHTS FOR } -�j T(` \ ' 8. PROTECT RESIDENCE IN -PLACE THE MAINTENANCE THEREOF AS $ o r '?{ 4S �` 01 pAVc"� rtit ' 2$162 �$' 2 � 9. PROTECT FENCE IN-PLACE OF PRO WDED FOR RESIRICTIDNS R C DLD MARCH 7 v } �75,077t 98 FL ? AC , $1• 1974 AS FILE NO 74 -57909 OF OR. s �_ FD 1fAD AND DISC RLE 9416, _ 7T 10. PROTECT COW 1N - PLACE J. ALL CV -91F STORM DRAIN DRAINAGE - t 11 PROTECT UTILITIES IN PLACE SWALES AND BMP AREAS ARC PRIVATE AND 2-P .12 \ \ PROTECT PLAN 12 PROTECT CM dIRB IN -PLACE r -27C & C = ° O1WEER.BDRAINAGE FACYUD €S SHALL NO BE 0LI "rlEP ! - }' \ \ \ "'9 r �4 2 '" 273.64 TC ! - ia VLALT ° 27327 1 \ gr .3� Fl 13 PR07ECT TREE IN- -PLACE MODIRED WTHOUT A PERMIT FROM THE CITY \ \ WA4 K r 'G e ° r l4. PROTECT GUTTER CURQ AND SIDEWALK IN -PLACE 4. WALL ELEVATIONS SHOWN HEREON MAY VARY i`E _ 27313 LL i } ` \ l s ` 2 1' i ° DURING CON5IRUC770N DUE TO EAIS17NG f - ! T ✓ IRE G Lz rnI rBOXf ° s 15. DEMOLISH GUTTER, CURB AND SDEWALK GRADES �>! R � r �q s SOIL F U EER 5H� � NER AL W� S t I��; t } \79 q� f r ° ° 18 PROTECT d1YS7RfET %RED JACARANDA FOOTING DEPTHS w -= ALL EXCAVATION N11HlN TPZ 19 r r I © $a. 17. PR07ECT CITY STREET IREE, SPANISH DAG6fR (YUCCA) tt 7231. MAN $� i + 21 15 SHALL BY OBSERVED BY 277.64 TC - = I '� .2 �. - �! - _ ° i r ° ° 5. ROOF DONNSPOUTS TO BE DISCHARGED INTO y 18. PR07ECT CITY STREET TREE, ITALIAN STOVE PINE LANDSCAPE AREAS PRIOR TO DISCHARGE TO hl \ PROIECT ARBORIST r ' ` 277.14 FZ �l A-' 9 i ° THE SATISFACTION l 111E d1YEVGNEER �} 21 30 4� _ ® r rr ° 19. PROTECT CITY S7R€E71RfE CARROT NOOYJ WATER SHALL NOT BE ALLOWED TO POND ON f 20. PROTECT OPEN SHOWER AREA SHE AND SHALL NOT DRAIN TOWARD BUILDING t \ 1 LL g i t � ° r / AEWAI�ROVEt/aV75 FOUNDA71OVS \ t 7 ;, lL `� , A ry \ } v 23 •79 2, L . ' e' s ' 6. CONTRACTOR TO LOGAIE AND PROTECT 1 !� e 1,1• o - I. NEW RESIDENCE PER ARCH PLAN IN -PLACE EXISTING WATER SERVICE AND WATER g-} > METER t �3�#I 1 t Dp g - - P10 ! • ! 2. 40 1HlCI( CONCRETE SLAB PER COVS7RLA T10N NOTE NO 9 1 '• 18 A O" X 162 v ! t ° ° ' 7. COVTRAC701R TO LOCATE SEWER LATERAL `s5 30*U 7b ! ! t `, "t t c2 ° .£ CMU WALL PER SDRSD C -6 AND PROTECT IN -PLACE - 274 7 T{ 3 214 0 FL 4 = 1I --�� t ° - =� C t 1 } } t 294.9 4. PERMEABLE PAVER DRIVEWAY PER DETAIL A' 8 EXISTING SURVEY MONUMENTS SHALL BE a VE, - lE; 74. } _ t PROTECTED IN- PLACE. FAN Y MONUMENT IS C • 27416 TC l 27 s g `1 3 ,., -FNL ; \ \ A � ; � �z � ', � ' } � t 5. 12 WIDE PCC DRIVEWAY PER G- 14A DISUSED OR DESTROYED IT SHALL BE \ 2- 3y 6. Nf7YYXi FENCE AND GALE TO MATCH EXISTING REPLACED BY A LICENSED LAND SURVEYOR AND r't .r CONC 11 IN G 1785' 1 a q A CORNER RECORD OR RECORD OF SURVEY ENTRYWAY o 176, 5 i ; 7. TREE PROTECTION ZONE FENCYNG SHALL BE FLED N1171 THE COUNTY PRIOR TO ti r 1 273 5`" s t n RELEASE OF SECURITIES 1 -., MG x j S0 . v p 24 6 '..:. I' 1 ( - �j,1L`f� ', t t {,, 1 `s,� `. }t o -T 28 STOW LM'NN/$AIfR GY/AUTY 9. ALL EXTERIOR SLABS SHOULD BE M/N/MUM A�v ti 272$9 d r, # ,. - s- 1 PROPOSED vN ; } o y3 <: _ b6 Q }'S AT ,8I NES �V NFN� BO]H �� x F } ! is o - BASIN PER DETAIL B - a n 58 ,4CCESSORY UNIT , DH► , ti ,� cE 27 D > 27297 TC ' °< ;, ► <. �' .: P 0 e 1'' 1 } i _+� z 2 6' AA PVC SDR -35 MIV SOLID WALL STORM DRAIN DIRECTIONS PLACID 1 1 2" BELOW THE TOP OF \ ti !. �$, c p FF,l6 ti PRT�! ,t, " } 1 t ( J SLAB OVER COMPACIEt�NATIVf SIIBGRADE 278 1 v s l �,1 t GRAt91Y PIPE AT 1 %M /N. SLOE 231.74 � � � © 272,$9 � f � � 7 TE`27280- - h £ + �; -' y-� �/ Vl S _�. Da0 � Ui �„ r' PAD 2764 �,' 4 { 1 t `, 1 1 ;�9 ., UNLESS SOIL ENCINEER SPEdFlES OTHERWISE. v p \ r 4 6 IN k0 yt.; Y , q • L _ b `q IG f3 i:aNL? U, �N i t t }I , 3. 24 NVE CONC BROW DITCH PER SDRSD D 75 TYPE 8 10. NEW DRIVEWAY NIL! REQUIRE A SLPARA7E I /1 Asti ° �? i t,/ ✓ 6 ' " � - tom lS y .• F 4{ ��� • ' •P 6 S 4 '. IW 2790 3, s } t t {{ '} } '{ } Z 4. V£I TATED DRAINAIX SWALE PER DETAIL 'C' ENONEDWNG RO.W. PERMIT. ° IV' -1 C I.L6 - V I.6 • . o Q 3 9 _ -N%, 0.76.E ' ! { } a i i 5. 12X12 PCC CATCH BASIN Nfl/ STEEL GRATE BY ?� �6 t� i %� J� ` i }� ° BROOYS OR APPROVED EQUAL S D? GRADING SHOWN HEREON SOIL TO N ` ` - '" a PATIO. 3 } 't f } } { 1 1 } ;I SUPERWSED BY A LICENSED SOIL fJVGN€ER AND ,i $ v k1 L° ; f ✓[ / f } ti 6. CONNECTION TO CURB INLET BOX DRAINAGE STRUCTURE A FlNAL REPORT PREPARED AND SIl(TMl17ED TO } t PER SDRSD D -61 J li Q l 8 a �7D 4' i i } k ' } } S(� �IVGANE� ACT COMPLETION BY SAID �� �. � A is � r_ t afANOUT. CavIRACl N FY J Ao = � 2 �" ,; , j i! a i 29.,.6 L 2/5 40 LANOSCARNG NEW ACCESSORY UNIT LA71RA( 7O 27 80 ,/ { 7. 6 GA PVC (SDR -35 MIN) SOLID WALL STORM DRAIN l► A , [ i GRAWTY PIPE 0 0.9Z MIN. SLOPE 12 EXISANG SIDEWALK TO REMAIN OPEN AT ALL CONNECT 7O EXISTING SEVER LAIfR P D : t EASTERLY OF THE EXISTING RESIDLN 6R rt61�61• -� �q,gyt6e b ". �1 RMES DURING CONSIRUC)TON 8. 12' X 12' NDS CATCH BASIN WITH SOUR REMOVABLE FD LEAD AND DISC RCE 9416, 1 > 1 t \ 1. r 2753+ s\ c>r� N�• i E, I t! 1 coVERX3.g n` 27203 F! PROTECT IN PLACE a i �y t I j - I AQ A eQ A� \o ,FL 277 I 3 ; f - R€R�10'NS PBt� i2 t ` �q l3 1 _ ! II r I � a ® p 1 ■ '3 I i ji 3 { !� II i I' £6N6RFF 4AYr6.0' PCC CONdiElE 5.5 PCC LR(V£WAY Ix . 171:9y. TO ! ,.� -2"a "P$TER� t! fti FL v� i f ,4.8 2754 CLLTC PAVtRS v v �� LAh G40 1 $ t c ! nQ >FOaN 6' CONC MIN. 67 OF J14 LWUSH T� s 4 b � -� ;. ,""- �� �� -_ _ ,.k- `" - 17„ t` -€ OrA fl R '' FL 77 Dx € i r �: m�f SOIL Si/BGVALIE I 1 - � j Ie[LBO ,,jy8 2'x`02 '; L1° U� a X275 g "A .. A-1 t 11 2% I; jss DRA Q 1 s ( � y i73•R j! 'ntl I i} .��.j .• a.�ory 1� -n � �7 , •. a , 1 CUSTOM PERVIOUS DRI VEWA Y DETAIL } ylC _ :,YDSCA�'ING %V 275 2 D 3 t 1 it ,' t ./ M� \ } a RESIDENCE �� � � � FG 75.8 +I � l /, ALL AGGREGATE MUST BE CLEAN/WASTIED AND FREE OF FlNES (SAND SYLT ETC.) t f / t l i NIS � 1 ���, /, / I !it Q n z B C TCH BAS7A+ I t 1 / l t f -EACH COURSE 53/ALL BE WBRA717RYCOMPAC7171 BEFORE PLACEMENT Of NEXT COIIRSE LO' 106 II p } i / Q• v ` o l - 8 �`1/ � T 1 �° / ? t / Z' / ,` t/ f T i/ �` � -AV IMPERWOUS LINER OR FILTER FABRIC IS TO BE USED 35 - ' e ` 274 a�' f 1 ,' % / ;' { l j - SPECIAL APPROVAL REIN/IRED FCI4 USE 1N HK#lLY [�PANSIVf SCIL - SUBDRAIN MAY BE R€(1UlRED t t y °off I 27?8% LANDSCARN6 § fG 174. by 275.8 7W 2790 f /7/ /. 2723 t 00 - -_ _j ; v `• phi BIM 2. 3 1 I j r tyg 17352 TC ' �� V A 5 3 7W7775. 756 �, f J ,t , / t i 27144 � � � � � 2 p 1 L rr t l � DEEP ROOTED DENSE DROUGHT 273.10 FL ?tea t 11 275.2 Pt S TR s R 2785, f P l 273,31 f _ �._ 275 TG 6 HP f e Y , l 1 I f HELL DRAINED a1TA8LE v i . (� f FG X758;' lE 17515 5 I i t t / g ' 18'X18" PCC OVERFLOW CATCH } .1 Q c y2t3.75} v G 275,33 / 4 7 7 l I'! t i cLr © A 1l ark LA G FN 1 1 j / //� ,' 1 STEEL DAEQUAL MULCH 3Of kARD14f70D r�yf3nLV s 3 t 1 ! j r t v pub ' � K£ & i1i/f.% 1 t ! f 2?9.0 f,PF F. p i 5� 1 l 1 1 T/ 275.8 i s; 0 ry 4�5 .;-• d-8.- i t_ r 1 Cp ,� LIB' a €t8.., I If ZK , UNX i EE _s t j f i 1 / '` 1 ? 37 - WAIN ENGINEERED SOL 1 i n �m's03 / / 1 *SEE N07E BE 2750 v v 05' e A9 wli�g 1 / / ` i ! ;, 1 I t r, J ABBREWAIIONS ' avr ? I l 275,71 `. (fo TW 5 t r" I 1 1 CB CATCH BASIN v Cry i v I v � p D c� 11 I 3 l ! / t FG.• RMSH LRAD€ 12' OF 314' CRUSHER ROCK r (11 p _ FG 2757 r / R: FLOW LINE CHOKER COURSE - 4' Z/5uf it 8 if1 t ; EAIC l� •`l s FL 277.7 t ,, , 7 1 1 / l 1 HP. • HIGH POINT NO. 57 (RUSHED ROCK BIM 27L3 ° i v 175 34 - _ - X27,: J 27 f j HP I FS KNISH SURFACE THICK OF3 /8' TO 1/2' C> { J Rt'r CAI' �{ v I x' t, ;f l 1/ r l t if IE INVERT t7DVABON ( ) CONTRACTOR TO VERIFY LNGTN€D? OF NI7RK IF ? } PiLA LR Z=�` ' `_� {565 >7 A / - - 1 lEi+74r98 ! j / ,' l L 1 SYSB SIDE YARD SEIBACI! UNDERLYING SOIL DOES NOT PERCOLATE 0 7 6fEA °AIR CON r S c �� �. -~ w A, I �'; j 2 -3' DIADfWALK iINDfRDRA/Ns �`� a D fi N UtFtT v 275.48 �2 �// ; '-� L c 3 aNL / IG TOP OF GRAY PIPES PER D -27 REUSE EXISTING ? y 4 _X2,4:9 . _ -7 ; ` ; - j I TW TOP OF WALL B10 RETENTION DETAIL ' IF fFASNE p APPROX/NAIE LOCATION OF } ,275.10 j 0 I 4 ,' J t I / Ilp,,,j / ! ° ' i - ` ., d; S h' w } V � , / A •, 1, ,-o ag m�„ . ! ,.. e�' . ! r, ( t ll t+ ? NlS U t 2,341 I , fl1STING 4 STORM DRAIN.' j a I ® v " � � i - v dry 2790 y J (a TITACT� "! PR01fCTlNP(ALE I7 ROTC yVS-9M 7D VERIFY ` j } L70 `VARKEDo 1 ,. �QIQe IWVLAcf► s>ie 3 ? a liUT�IHE D 20 3 IG 2 30' n; • D_ SD__ F� 276.0, f 1 =1 r 1 / I Q(LOFESS /p SANDY LOAM 50( S4 DW 0 APO T HARDWOOD MULCH, A 7 8 2 AA,L< - / I i 1 J;l O �l TOPSOIL 771E EFTECRW AREA OF THE BASIN SHALL BE LEVEL 74. N F�2775 ° ° f r I fS R �v t B4iCK ^' N29W -55-W 159.72' ` -�-� -- ? o 214.77 +2754 WAt `. 2 uv o t G_ , :v 2 ;_ 9 _ 111 MV 2�8 ' No. 44173 24` MIN. GRASS OR TURF UNfD APPROA9MA7E L ON f�" Ea7S7)N ORAZEO SIJBDRA/N RCT111n%*4 W� 06 -30 -19 cis ANCHORS (T)P) OPTIdV DICER LANLKOK i o ( I�EystollE s Q '� WARE O��DS 5% y� S W ! PIPE ®0.9 %SLOE OVE REPLACE ►NTH 6'PVC SCH ' cis YVA11 l CIVIL a I ` I ? I . ffSOLID A rs RANDS �nt� NA6E Amy CCO N5NX7wN qTF OF cs� i UD ((MARKED , ; f \ \f \ \� \ \f \\ ' £ 1� \\� WA7FR? � ( Of NEW LINE Pan F CANNOT BE AClIIEVED / / , ` / \ / N�+ CONTRACTOR SHAU TACT E EER L� RECA4D FOR 4 , ADDITIOWAL Rf ENDATIONS , \ 1_ 58.00' Y \ \% \\ 1 I I i t I� j \ \j \ / \ \ / \ r 3 ENCROACHMENT MAINTENANCE \ \ \ \ \ \ I g 2800 28. "i RRNCCORDDFITOVAi 9 2017 u,. ���\ \\ ��\ ��\ f�\\ �� \�� \�� \ \ff� \ \�� \����� \f� a W ? 1, AS DOCUMENT N0.2017 2017 - 0396288 0. 1 / f / \f /ice /if � /ifj� /j� / /i� w NOTES ?74.17 # 273.76 f i Z - 274 08 `_` 1, 10 5 0 10 20 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. � Z W 27352 ''- 27772 ( 1 2 FOR BASS OR TURF CPM7 NSTALL LAMKOK IRM 450 TURF RHNFai MAT w 274.C�4 m 3, -1- 274.14 273T56'fY SCALE: 1" = 10' VEGETATED DRAINAGE SWALE CHANGE NO. DESCRIP17ON AP OVER DALE BENCHMARK AS-BI/ILTAPPROVALS DESIGNED Y. DRAAU8Y. gfEd(s BY ENGWEERINGDW nLNAPPROVALS CIFYOFENCA YTAS- OWL OPMENTSERVICESDEPARTMENT DRANWN0. A AO VLS tars lL f PAD I 112-1 117 ELEVATION LIED 70 CITY OFENdNITAS BENCHMARK INT. DATE PLANS PREPARED UNDER SUPERWSICNY OF RECOMMENDED: APPROVED' 2MPCIFTfD GRADING PLAN FOR: 9041 STALBANS DRIVE, ...-v ll zl !8 a Lowfg L H. PAID TO QNIOIRAJ, AVERevel FtA V A 116 STATION "1023 " ENGINEER'S NAME DATE PUBLIC WORKS f.A DATE • q Z WARDEN RESIDENCE ", IL s /1S PLANNING 1 �. ii Q ,f OWENS APN.'2W5140 M20 -SO REVIEWER .N R.C.E. N0. ; 44173 fLEVATIOA! 320.417 DATUM NAND BB CITY ENGI R ATE /i WNCENTL. SAMPO O �r;�) INSPECTOR EVGNEER OF NORK EXP. 6/30/19 DATE DATE PLANNING CASE NP:N/A SHEET2OF3 �4> v W t 277 Z71, 411 TC D L - t --------- .'Y 279,19.1- \ �f5t�- I r \\ \ R/W � ° 7546 7C r UV! �� Ph4EMfNT" \ ', 281.52 2gi?2 275 f0 r - AC \ 51.42 0o- 2,4.96 R p�titN=� - 273.65 � 'i AP ROYIMAT =OCp _74`f t t\ o \ \ fD Lt49 AN1 DISC PCE 9416 G i T€R D �2 D D = 'If -p typTtR P{ 1 ?77.72 \ \ PRO FCT IN PLACE \ \ V_2'i 98D TL CURB & GUTTER i s _ �1 \ 32 294 0' r r D7 RAiX ° 273 <" 273,64 TC \ e 1. C \ \ \ \ 'v SI E AI c D 780,W" St� �\ i Ec-- i t X55 D - f 273.13-[ W \ \ \\ ARE -ERA S ALL �1 GAS` 153 W R�PA u14— H 98 HGt \ 1 X215.15 2, 1. 27. \ \77,64 TC - �T�:M' \ k27714F it �� , 2777.30 l 1 t �• \\ )EIMARY2T D d`' 2127 R�� c e0D cE - - - -- i \ l _ PER BETAIL Y CASQA AETAC x - 39 1 ° 1EM PARY dPA4ABAG T -- -- - - - - - - -- r}, \ 16. GL rER I se-t * 162.55 "" y . PR07EClliW PER DETAIL - kR�' \ \ 27537 TC 79 v N4255`30 W i '17 m- r CASQA DETAIL 3E-10 a 1 274,7 TIC ! 274 FZ.� u 6 r< - y �0 _ - 5 G 27 iiD _ 1 \ AG T�ttL v 1 ~ `2741& TCj f 8 7 .v 5 v� �a 1E 275 PA x 273. 7Fi3 6 ~✓ --^ Uc L3 ,r7 . s ' , ' t S 5 3CONC ` R ' 276.50 2756 S 1 } ? 4 y o-; - - \ - - - - 277,10 zE <,'48G 12j6.4 1 ! } It n ICKEI z 2 5 MIN. CRUSHED AGGREGATE GREATER THAN 3 0 BUT SMALLER THAN 600 -HL TER FABRIC SECRON A -A - MIN. SEE CALIFORNIA STORMIER QUALITY ASSOCIATION (CASQA) STANDARD DWG. NO, TC -1 FOR ADDIDONAL INFORMA90V £XISBNG GRADE 4UCT SEDIMENT CHANNELIZE RUNXF TRAPPING DEWOF rA CORRUGATED STEEL PANELS _25' MIN MATCH EXISTING GRADE' TYPICAL STABILIZED CONSTRUCTION ENTRANCE NO SCALE NOTE.- GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY NIIHOUT AGGREGATE 11 \ 272#9\ D 17 ��� D I °,t ?74_2 110 �t l = S r I ® g PPROPO� 1 \ 1{ , r- 1 i, j 1 M `t o 2 BAGS HIGH TYR o 213 ,f, _ - l 2758 �A���>JIJ�r (%I�IT ( ) t 27 D D 27297 TC / [ E (� 1 fi� �1 f(,r 1,_ {'1 D. 9 :! . t ! I t - 1 FE <i r 116 " 271.74 D v 272,89 L rrIS X27 3 y ? G 276.4 \ D 1 %ii - -276 - 545 LnNrf,r is ! 277,10 2TT.1G N i 4 t 1 D FL \ c Q o -_J -° 1 FL 276 2r-, AM PER DETAIL .t - o r_1 7E?,D'GWARY STABILIZED h _ -f 4 275.4 r ^. 2;a" v D D P v 4 HP CASQA DETAIL t i C0N87RWMV DV7RANGf 'CON i - t $E-42759B �PER DETAIL G CASQA DETAIL ---� ; - \ 2 .TD Q jP({ GUAR �7 . TC -1 - �t r - i- Q` \1 �i v` D ° / ! w A PROXIMATE LOCAiItAV OF FXSTING 276,9G �t jt 1 q i ! ° f (. SEffR CLEANaIT CONTRACTOR TO VERIFY \' I { 1 I 295,6 v 2 I: N ! 275.0 ' S c r D r :ANDSCAPING o NEWACC�S,LWr JNT. LATERAL TO r 27EEOf �' ! -o- I 1<� 1 °z j CONNECT TO EXISTING' SEA' LAFERAL S( j(j�E � t 1 ! I r 7,32 2r i s "� { sI EAStfRL Y tf 7H.E EiISAVC RE30ENCE AR �{{ t f ! I 1 ! I ; A 19'l = �� -� / - 272, _• A74LT� y� r 1 �� ' FP LEAD AND DISC 9475{ 275.3 f ��� v �r 272D3 PRt1TECT IN PLACE I ! I ; : D E� 4 d� i�� t . _ i E ` --7aF i?ARY EXITY 1 aM DAM PLR DETAIL ! I I ? 2 AS\ f v 11 t FN a. ! i' 72• 2729 TC 1 I ! ,154 ? 1 \ t �l & CASQA DETAIL r' r 2)2 tZ v D kE { 4.8 PILASTE 2749 fA 1_\ i ? ! 5r -4 �' .. ,. D - f� t { -7N ! no �L! 15 .1 D OE !s �ONC PAVERS v T,TrR- �f?.4 �:___,.•_� I r 1 ! ? 1 z , !—'` --- -; . CI(" 7,9,7 - I j b 3 �� GiiTs'C _ y?_.5u P TE ARYWAW18AG - 06 273.3 �t r J 3 CH7Mt / d 4D 1 FzY 4 r; i f ��t ���� du �� PRO>£C7roN1PERDETAILY ! 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BACKf1LL AND COMPACT THE IF FIRST APPRO �f INSPECTOR OF WORK AND Z i it 17 27376 'V Pl' C1VN �Q EXCAVATED SOIL, > 27408 TC I D 1 10 5 0 10 20 9�F OF �F4�� i z F'" 2T .72 "` TYPICAL SILT FENCE � 74. H y214 SCALE: 1° 10' / U = NO SCALE r CHANGE No. DESCRiPnoN APPROVED DATE BENCHMARK ASBUILTAPPROVALS DESIONm sr DRA 0 BY. alECxm Br. ENGINEERING DIVONAPPROVALS CITY OFEKINI TAS _ DEVELOPMENT SERVICES DEPARTMENT DRAW/NGNO. INT. DATE PLANS PREPARED UNDER SUPERVISION OF RMPURED GRADING PLAN FOR ELEVAnoN nm Ta aTr OF ENaNrAS BENaIMARK V� � ,� N Z.! $ RECOMMENDED. APPROI�D.• 104t STALBANS DRIVE, - STADON "1023 ENGINEER'S NAME DA E PUBLIC WORKS NA DATE: WARDEN RESIDENCE 13420 -SG PLANNING �N , ' / ` "�^^ REVIEWER // ✓ cz� —✓ R.C.E. Np.: 44173 O J APN.254 -55140 fLEVA710N.- 320.417` DATUM. NA 88 CITY EN ER DA NNCENT L. SAMPO 107l /O- Y / INSPECTOR £NaNEfR OF WORK EXP. 6130119 DAB 1 DAB PLANNING CASE N0 *A SHEET 30F3 W LIA J