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2016-12960 G (Plans)RIGHTOFWAYNOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE DV6YNEERFNG DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAYAGE FACIU Y. UTILITYNOTE ALL UPLI17ES SERVING THIS 571E SHALL BE INSTALLED UNDERGROUND. GENERAL N07ES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCRON, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REC0NAL STANDARD DRAWINGS ANY CHANCES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR 1NSPECRON. 2 THE SOILS REPORT 1I71ED 'PRELIMINARY GEOTECHNICAL INVESTIGATION PROPOSED RE9DEN7IAL REMODEL AND THREE (3) CAR ATTACHED GARAGE 2074 CAMBRIDGE AVENUE CARDIfF, CALIFORNIA" PREPARED BY COAST GEOIECHNICAL DATED FEBRUARY 22, 2016, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE NN ACCORDANCE NTH THE RECOMMEMA77ONS AND SPECIFICATIONS CONTAINED IN SAID REPORT 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONS7RUCRON VWTHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED hV CONJUNC710N WITH IMPROVEMENT PLANS. wrmll N//lyiylN�;IHG1Cyll,�'L.y l)/�:Ili,:IW1/iT14/1�l„'�►�'t'll,'�iC�jl�d,'7111.h'I!1 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU71ONS REQUIRED TO PROTECT ADJACENT PROPERRES DURING GRADING OPERA PONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED 70 CONDITION ENSIING PRIOR TO CRAVING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DES7ROY7=0 SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL LNGINEER OR A LICENSED LAND SURVEYOR 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, ST47E AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULARONS. 8. GRADING AND EOUIPMENT OPERATING WHIN ONE-HALF (112) MILE OF A 57RUC7URE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.30 PM AND 7.30 A-M, NOR ON SAIURDAYS SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERA77ONS SHALL COMMENCE UN77L A PRE-CONSTRUC7701V MEETNG HAS BEEN HELD ONSIIE WITH THE FOLLOWING PEOPLE PRESENT- CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, LADING CON7RACTOR AND PERMITME. THE PRE-CONSTRUC77ON MEETING SHALL BE SCHEDULED WITH 7HE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONS7RUC7ION SI7F WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL COND1710NS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE NTH REGARDS TO THE HAULING OPERA770N 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL ANDIOR FINAL RELEASE OF SECURITY, AN 'AS GRADED CER77FICARON' SHALL BE PRONDED STATING• 'THE GRADING UNDER PERMIT NO. 12960-G HAS BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN' THIS STATEMENT SHALL BE FOLLOWED BY THE DA7E AND SIGNATURE OF 7HE CIVIL ENGINEER WWIO CER771`7ES SUCH GRADING OPERATION. 12, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND LEST THE EXCAVA776N PLACEMENT AND COMPAC77ON OF FILLS AND BACKRLLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQU1R ED AND WILL DETERMINE 7HE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLE7ION OF GRADING OPER477ONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVA7701VS ARE ACCEPTABLE FOR THEIR INTENDED USE 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE P0917VE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOMNG PROPER77ES CR RNISH59 WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNDL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14 ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIRCARON ALL VEGETABLE MATTER AND 08,EC770NABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM 7HE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WA7D? AND COMPACT THE FILL 1N STRICT ACCORDANCE WITH SPECIRCA71ONS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMEWS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIREC7ED BY THE FNGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NIH THE GRADING ORDINANCE. 16 ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MA7ERIAL SHALL BE COLLECTED, PILED Oi 07HLRNSE DISPOSED OF OFF 7HE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSICHRY DEBRIS. APPROVAL OF LOCA776N OF DEBRIS FIL SHALL BE SECURED fROM THE SOILS ENGINEER AND CITY ENONEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL 17. IRE REMOVAL OF ANY AND ALL CITY IRE£S SHALL BE CONSISTENT WITH 7HE CITY'S URBAN FOREST MANAGEMENT PROGRAM. 7REES LOCATED WITHIN CITY STREET RICH I -- OF- WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY 7REE5 AND SHALL BE PROTECTED IN PLACE DURING CONS7RUCPON UNLESS SPECIFICALLY APPROVED OTHERWISE: NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY IREE DRIP LINE AREA (7HE AREA FROM THE 7RUNK OF A 7RE£ TO THE OUTERMOST EDGE OF THE TREE CANOPY PROXCRON ON 7HE GROUND). IF A CITY 7REE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY 7REE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS INE ]TEE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY JWK IS REQUIRED, CONTACT DEAN YEN. AT (847) 778-8M,, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL 'NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCT09ER 1 AT CONVENIENT LOCATIONS TO FAOLITATE RAPID CONSIRUC710N OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR 4. THE CON7RACTOR SHALL RESTORE ALL EROSION CON7ROL DEVICES TO WORKING ORDER TO THE S417SFAC770N OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CON7RACTOR SHALL INSTALL ADDI77ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRAOiNG OPERA77ON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE: 6 7HE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC 7RESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07ENIIALLY UNSAFE: 7. ALL EROSION CONTROL MEASURES PROVIDED) PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON 8. GRADED AREAS AROUND THE PRO.ECT PERIMETER MUST DRAIN AWAY fROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9 ALL REMOVABLE PROTEC77W DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY NOV THE FINE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (4OX). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL STDRMWA TER POLLUTION CONTROL POSTCONSTRUC77ONBMP/IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC77ON AND DISCHARGE ONTO IHE STREET ANDIOR INTO INE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY 3. ALL 1MPERVOUS AREAS WITHIN 7HE 577E SHALL DRAIN TO APPROVED BMP1lNP FACIL177ES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GQUNDCQVER PRIOR TO DISCHARGE FROM INE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY ANDIOR THE TURF"DSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HANDSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2X CROSS SLOPE TOWARD THE IMPAMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SY57FM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWA TER IMPAMP FACIU17ES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLA770M OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES _WALL BE RrIED TO COMPLY WITH STORM W47ER BEST MANAGEMENT PRAC77CE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSLER AND TO PREVENT ANY ROW OF STORM WATER THROUGH THE 7RASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED NIOE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OL/ GREASE SEPARATOR AND IS 7HEN f7LTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEVER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS S7RUCTURE. SAN DIEGUITO WATER DISTRICT NOTES. 1. WATER MAINS, LATERALS AND APPUR7ENANCES SHALL BE CONSTRUCTED ACCORDING TO 7HE STANDARD SPECIRCA77ONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESSYM7701V AS TO THE ACCURACY OF; THE LOCA77ON OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND URUTY, PIPE OR SNUC711RE WITHIN THE LIMITS OF THIS PRafCT J. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIF7El7. ALL EXISANG OR PROPOSED U77LITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOW ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (HRE HYDRANT METERS VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT W47ER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILI77ES DO NOT MEET STANDARDS, THEN 7HEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE 5. U77UAES TO MAINTAIN MINIMUM 5-FOOT SEPARA77ON AMEN PARALLELING WRIER SERVICES. 6 MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN RRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER 7RAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING & CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EfFEC77W JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PAR7S 9. ALL COPPER 7UBING UOFD FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED W11H CATHODIC PR07EC77ON IN ACCORDANCE WITH WC-17 OR WC-18. STORMWA TERPOLLUTION CONTROL BMPNOTESRELATIVE TOCONSTRUCTIONACTIVITIES CONCRETE WASHOUT CCOVVNACTOR SIIALL_ESTABLISH AND UT AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON 517E IT 1S ILLEGAL TO WASH CONCREIF, SLURRY, MORTAR, STUCCO, PLASTER AND THE 'LIKE INTO THE STORMWAMR CONVEYANCE SYSTEM OR ANY RECEIVING WATER CONTRACTOR SHALL POST A 96N DESIGNATING THE WASHOUT LOCAUCK CONS1'RUCIMSUEACCESS A STABUZED CONSTRUCTION 97E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT IRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK ANDIOR CORRUGATED STEEL PANELS/PLATES CONSTRUCTION VENICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAW SHALL BE DESGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUEUNC, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSIONCONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES OLOPED SURFACES ESPECIALLY SHALL BE PROIECIED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVi4770N AND GRADING AC51RES ARE ALLOWED DURING NET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND 7HE CONSTRUCYCN SITE CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES, REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PRO&ECTS SHALL BE CONDUC70 IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY 6GET47701V MUST BE PLANTED ON SLOPES GR WHERE CONS7RUC770N IS NOT IMMEDIATELY PLANNED FOR EROSION CON7ROL PURPOSES EROSION SHALL BE PREVENTED BY PLAN77NG FAST GROWING ANNUAL AND PERENNIAL GASSES TO SHIELD AND BIND THE SOIL PLANT PERMANENT WGFTA77ON AS SOON AS POSSIBLE, ONCE EXCAVA7I01V AND GRADING ACRW17ES ARE COMPLEIE: WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTIONMATERML STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVDE SECONDARY CONTAINMENT FOR ALL FUEL STORED CN-517E ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT OV-5511E STOCKPILES MAY INCLUDE SQL, PARING MATERIALS ASPHALT CONCR£7E AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCA70 AWAY FROM CONCENNATED STORMWATER STORMWAMR fLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PR07ECTED WITH SOIL STABILIZA77CN MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM COVSIRUC170N IN THE CITY OF ENCINITAS SHALL BE TRAINED 70 BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWA TER POLLUTION CONTROL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND 7HE PRIME CON7RACTOR MUST INFORM SUBCONTRACTORS ABOUT ST0RMW47ER REQUIREMENTS AND THEIR OWN RESPONSIBIURES WA57EMANAGEMBVT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY 7HEM INTO 7HE CONVEYANCE SYSTEM IS SMICILY PROHIBITED. NO SEEPAGE FROM ANY DUMPSIER SHALL BE DISCHARGED INTO STORMWAMR. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES MALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL DIES OUMPSTERS WITHOUT LIDS SHALL BE PLACED W1771IN SNUC77JRES WITH IMPERVIOUS ROO7NG OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT NTH ANY TRASH M47ERIAL MANY CONS7RUCTON MA7ERIALS, INCLUDING SOLVENTS, WA7ER-BASED PAINTS VEHICLE fLU1DS BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANORLL OR DISPOSED OF AS HAZARDOUS WASTE FOR 1NFORMARON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE TOLL FREE AT (800) 714-1195. FOR INFORMAPON ON LANDFILLS AND TO ORDER DUMPSIERS CALL EDCO AT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND 7HE 577E PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTL Y FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES ALL CONSNUC90N DEBRIS SHALL BE KEPT AWAY FROM THE S7REET GUTTER, AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY fROM CONS7RUC7701V SITE FOR MORE INFORMATION ON STORMWATER POLLUAON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOKEDGE THERE ARE NO EXIS77NG U77LIUES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UPUPES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF U77LIFES AND NOARCAHON OF COMMENCEMENT OF WORK.- A. SEWERS - CSO - (760) 633-2770 B. GAS & ELECTRIC - SOW - (760) 438-6200 C WATER - SAN DIEGUITO WAIF? DISTRICT - 1-800-227-260D D. TELEPHONE - SBC BELL - (760) 489-3411 E. CABLE TV - COX COWMUNICA77ONS - (760) 806-9809 X2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S DEICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT PHONE (760) 633-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE- (760) 633-2770. ALL WORK PERFORMED WWTHOUT BENEFIT OF INSPEC776N WILL BE SUBJECT TO R€XCRON AND REMOVAL. IMPERVIOUSAREA SUMMARY IMPERVIOUS AREA PRIOR TO CONSTRUC7701V 3900 SF IMPERVIOUS AREA AFTER CONS7RUCTION. J744 SF DECREASE IMPERVOUS AREA: 156 5f 1MP€RV70US AREA REPLACED: 1014 SF IMPERVIOUS AREA NEW 549 SF OWNER DfAN WN -221 E KERR Y BROOK LN, ARUNGTON HEIGHTS IL 60004 PHONE:(847) 778=8881T SITEADDRESS 2074 CAMBRIDGE AWL. CARW,, CA 92007 ASSESSOR'S PARCEL NO. 260-384-23 DATEOFSURVEY JUNE 5, 2014 LEGAL DESCR#1710N LOTS 21 AND 22 IN BLOCK 38 OF CARDIfF 'A' IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STA7E OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1334, FILED IN THE OFFICE OF INE COUNTY RECORDER OF SAN DIEGO COUNTY, MAY 12, 1911. CONTAINS 5, 000 SQUARE FEET MORE OR LESS OWNER1 CER77RICAIF I (WE) HEREBY CERTIFY THAT A REGISMREV SOILS ENGINEER OR GEOLOGIST HAS BEEN OR W1IL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE OWAC770N AND STABILITY OF THE SITE 1(OF) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS OFFICIALS EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES CLAIMS, DEMANDS, CAUSES OF ACI70NS LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECILY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS SUBCONTRACTORS OFFICIALS, OFFICERS, OR REPRESS NTAAVES FOR ANY AND ALL WORK OR CONSIRUC77ON COVERER IN THE PERMIT OR CONNECTED DIRECILY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC 'EASEMES �NT`� SIGNATURE.• ! p_ ,2.- 1 DATE.• g1�9 /i6 DEAN MIEN SIGNATURE- �j n l , �� ,.-.� % tom DATE: � I a9ITlo VALENTINE VFN SOILS ENGINEER'S CERTIFICATE VICINITY MAP NOT IV SCALE 4 W HAYA SINGHANET MARK BURWELL A REGISTERED GEMECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND S7UOY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY M€ OR UNDER MY DIREC7701V ON FEBRUARY 22, 2016. ONE COMPLE7F COPY OF THE SOILS REPORT COMPILED fROM THIS STUDY, NTH MY RECOMMENDAAONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER FURTHERMORE, !HAVE REVIEWED THESE GRADING PLANS AND ,�f9 THAT THE RECOMMENDATIONS INCLUDED !N THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADII j C1f1CAPONS. SIGNED. y A IRAYA SlNGH ET°' RCE NO.: 1752 SIGNED.yI MARK BURWFIL�'� A, .. .a� CPA f V s` o CEO NO.: 12109 .. ... _ j W'O.P. P-655216r"7J COAST GEOIECHNICAL INVE577GA7I0N, INC. 779 ACADEMY DRIVE SOLANA BEACH, P2075 CA (856) 755-8622 STA TEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH 7HE GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE NIH THE RULES AND REGULA77ONS REQUIRED BY THE CITY OF ENCINITAS, TO 7HE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY 771E CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY 7HE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT 7HEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON 7HE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AC77NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE• 1�---�- -� DA1-1, 7916 �pFESS/p�q�/", 14NCENT L. SAMPO t,�e LL W� COMPANY SAMPO ENGINEERING, INC. �G`ca ADDRESS, 171 SAXONY ROAD, S7F. 213 ENCINITAS CA. 92024 w No. 44173 m PHONE NUMBER. (760) 436-0660 06-30-17 RCE EXPIRES: 61JO117 J, EARTHWORKDATA 9� C I V 1 STEEPEST EV57ING NATURAL SLOPE ON-91E =25.•1 FaF CA - MAXIMUM VERTICAL DEPTH OF CUT = 6.0 FEET MAXIMUM WR77CAL DEPTH OF FILL = 1.0 FEET CUT -220 CY FILL =15 CY EXPORT= 205 CY REMEDIAL = 110 CY (2.5' REMOVAL AND RECOMPACDON UNDER, AND 5' OUTSIDE OF BUILDING AREAS) I I BMPPROJECT STATUS ' STANDARD I FIELD OPERA TONS I PLANNINGANDBUILDING I PARKSAND RECREA T/ON I SAN DIEGUITO WA TERDISTR/CT I ENCINITASFIREDEPARTMENT 1 0 R 2l l b 9 a7 �6 q- 2� I 9-29-�6 `l' z 711 I DA)E SIG DA SIG DATE SIGN DATE /C DATE DRAWN BY.• CHECKED BY CHANGE NO. DESCRIP77ON APPROVED DATE BENCHMARK SCALE ASBUILT AO AO V25 ENGINEERING DIV/S/ONAPPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 1 AS -BUILT SIN 0 23 202 aTl' OF ENCINITAS SURREY CONTROLNETWORKSTATION/PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: Aznl, 0 APPR GRADING PLAN FOR 2074CAMBRIDGEAVENUE 'LNC-41' A 2' BRASS DISC LOCATED 1N TURNOUT ON THE - -v 10-9-20 GEAST SIDE OF 7HE NORTHBOUND HIGHWAY 101, 0.5 MILES NIA V4NCENT L. SAMPO DALE DATE Z�IG MAST M N PRUMM'YENRESIDENCE 1Z96O-�NORTH OF CHES7ERRELD DRIVE Il _� R.C.E. NO.: 44173 PUBLIC WORKS DIRECTOR APN 260-384-23 0 � �` +� VINCENT L. SAMPO 1oI I i 116 /? 's Y %6 A. ELEVA770N.• 73.612 DATUM: NAND 88 i RF4FNFR I INSPECTOR I SENIOR FNGINFFR ENGINEER OF WORK EXP. 6130117 DAIS DATE f PLANNING CASE NO. 14264PMWICDP SHEET I OF LEGEND SYMBOL ABBREVIA BONS: PROPER NDARY - - A C.- BVC: ASPHALT CONCRETE BEGIN VER77CAL CURD CONC• CONCRETE PROPERTY LINE OF WAY DS• DOWN SPOT 154 �' EDGE OF PAVEMENT EXISTING CONTOUR EVC.• END VERTICAL CURVE FF. OOR FLINE EXISTING ELE X 154.5, 154.5 � J fL: FLOOWW LINEVAAON FS FINISH SURFACE NEW CONTOUR 154 PVT.• POINT VFRRCAL INTERSECRON SCO• SEWER CLEANOUT NEW ELEVATION 154.50 W : WATER METER NEW ELEVATION ABOVE GRADE (i DAYLIGHT LINE II DRAINAGE SWALE DIRECTION OF FLOW CONCRETE PAVEMENT PERMEABLE PAVER L L L L L BMP TREATMENT AREA QQRQFESSI (NOT TO BE MODIFIED WITHOUT CITY PERMISSION) No, 44173 CONCRETE MASONRY RETAINING WALL � 06-30-17 � PRIVATE GRAVITY STORM DRAIN PIPE -SD- PRIVATE CATCH BASIN -SD- -SD- F c III V 1 vA`\FO PRIVATE SUB DRAIN -SUB- SUB - CONSTRUCTION NOTES 1. EXISTING 70POG RAPHY PERFORMED BY SAMPO ENGINEERING ON VNE 5, 2014. BEARINGS AND DISTANCES SHOWN HEREON IN PARENTHESIS CALCULATED PER MAP 1334, 2 A PRELIMINARY 7111E REPORT MADE BY FIRST AMERICAN IDLE COMPANY DATED MARCH 24, 2014 AS ORDER NUMBER NO. DIV-4607665 WAS REVIEWED FOR EXISTING ON -SITE EASEMENTS SAID TITLE REPORT REVEALED NO EXISTNG EASEMENTS J. ALL ON -SIZE STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY OWWER. 4. WALL ELEVA77ONS SHOWN HEREON MAY VARY DURING CONS7RUC770N DUE TO EXISTING GRADES AND SOIL ENGINEER RECOMMENDATIONS SOIL ENGINEER SHALL DETERMINE FINAL WALL F0077NG DEPTHS 6. ROOF DOWNSPOUTS TO BE DISCHARGED INTO LANDSCAPE AREAS PRIOR TO DISCHARGE TO THE SA1-TACRON OF THE CITY ENGINEER. WATER SHALL NOT BE ALLOWED TO POND ON SITE AND SHALL NOT DRAIN TOWARD BUILDING FOUNDATIONS 7. ALL OVERHEAD UTILITY LINES SERVING THE SURECT PROPERTY SHALL BE INSTALLED UNDERGROUND. 8. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR DESIGNING AND IMPLEMENTING ANY AND ALL TYPES OF SHORING SY57EWS THAT MAY BE NECESSARY IN ORDER TO EXCAVATE FOR THE STRUC7URE, SITE RETAINING WALLS, UIILINES, AND PRIVATE STORM DRAIN SHOWN HEREON! THE SOILS ENGINEER SHOULD BE CONSULTED FOR SHORING AND STABILIZARON RECOMMDVDA77ONS PRIOR TO CONSTRUCRON. A BUILDING PERMIT IS REQUIRED FOR ANY SHORING. 9. CONTRACTOR TO LOCATE AND PR07ECT IN -PLACE EXISTING WATER SERVICE AND WATER METER. 10. CONTRACTOR TO LOCATE SEWER LA UAL AND PROTECT IN -PLACE It EXISTING SURVEY MONUMENTS SHALL BE PROTECIED IN -PLACE. IF ANY MONUMENT IS DISIURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY PRIOR TO RELEASE OF SECUR177ES. 12 THIS PROJECT DOES NOT CREATE; ADD, AND/OR REPLACE 5,000 SF OR MORE OF IMPERVIOUS SURFACE AND THEREFORE IS CONSIDERED 'STANDARD" FOR STORM WATER QUALIFY PURPOSES 13. ALL SITE WALLS SHALL NOT EXCEED 4 fEET SOLID IN HEIGHT WITHIN THE FIRST FIFTEEN fEET OF THE PROPERTY. ALL OTHER SITE WALLS/FENCES, OR COMBINED WALLS/FENCES/RAILINGS SHALL NOT EXCEED 6 FEET IN HEIGHT 14. INTERIOR SLABS ON GRADE SHALL NOT BE LESS THAN 5" THICK. EXTERIOR SLABS ON GRADE SHALL NOT BE LESS THAN 4" THICK. SLABS SHOULD BE REINFORCED WITH NO, 3 BARS PLACED 18" ON CENTER IN BOTH DIRECTIONS THE SLAB SHALL BE UNDERLAIN BY MINIMUM 2" COARSE SAND BLANKET. WHERE MOIS7URE SENSI RVE FLOORS ARE USED, A MINIMUM 10.O-MIL VISQUEEN OR EQUIVALENT MOTS7URE BARRIER SHOULD BE PLACED OVER THE SAND BLANKET AND COVERED BY AN ADDI RONAL I NV INCHES OF CLEAN SAND. JOINTS PER SOIL ENGINEER. 15. CONCRETE DRIVEWAY SLAB SHALL BE 5.5" THICK OVER 4" OF CLASS 2 BASE OVER 12" COMPACTED SUBGRADE. SLABS SHOULD BE REINFORCED WITH NO. 3 BARS PLACED 18" ON CENTER 1N BOTH DIRECRONS JOINTS PER SOIL ENGINEER. rM m 6' �� e e • t 4 4 ti 'f t j , 4 f � i � II. 0 /Ott70 - N41-46 ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED to /L8 / 2016 AS DOCUMENT NO. 2016�Z- (N5850'E 100.00) (Tr) h 3 Io CL 2 5 3 �� 09 �� 5 8 2 109 \6�'p 6 � G 6p• WI 157.0 U - -SD== So ' - _ - B ` 2 5 sw FG 156.5 IM 154.0 2 _ 1 _ x TG 16 ..79 1 IF 166.29 F DS 1 1 16 ©% 4 4'VC 2 - 13 3 » 157.61 a 2 1% 158.22 7 167.80 CB 2 157.91 VI `58� IF 166.30 Q ADDIAON UILDING 0 �19 pip, 20' B� .�" GARAGE 9 �, . 4 1 G 167.89 _ _ RESIDENCE lE 166.39 ` 2 p 2 5 1 -- 5 QAD 157.3 FIRST' O 167316800 v-4 ► PAO 167yC8 o 1 r SECOND fLOOYR FF 17711t7 3-5 >6 • �, = JC2 o 7 2�.• A Ira f`9?s� 13 66 ©© ® 5 _�.E h E E 0 9 u m I TO pz 'X y, j 84-1/ 11 7- n ,g 1 7 7 t lam' Pik" l `t VOID SHEET CL _. zZ KEY NOTES O DEMOLISH/PROTECT IN -PLACE 1. DEMOLISH CONCRETE PAVEMENT 2. DEMOLISH GARAGE J. DEMOL1,SH WALL 4. DEMOLISH POR77ON OF RESIDENCE 5. DEMOLISH SHED 6. DEMOLISH BUILDING OWRHA 7. RELOCATE HOT WATER TER. SEE ARCHITECTS PLAN 8. DEMOLISH CONC STEP 9. DEMOLISH DTA AREA DRAIN 10. DE EXISTING FENCE 11. EMOUSH AC PAVEMENT 2 PROTECT WALL IN -PLACE 13. PROTECT RESIDENCE IN -PLACE 14. PROTECT CONCRETE STAIRS IN -PLACE 15. PROTECT AC PAVEMENT IN -PLACE 16. PROTECT MAILBOX IN -PLACE 17. PROTECT MONUMENT IN -PLACE. SEE CONSTRUCIION NOTE NO.. 11 18. PROTECT TREE IN -PLACE 19. PROTECT SEWER LATERAL IN -PLACE AND ADJY5T CLEANOUT TO NEW GRADE 20. PROTECT PLANTER IN -PLACE 21. PROTECT CONCRETE WALKWAY AND STEPS IN -PLACE 22. NOT USED 23, DEMOLISH POR7701V OF THE WALL FOR CONSIRUCRON OF THE STORM DRAIN AN RECONSTRUCT 7HE WALL LIKE 24. PROJECT WATER SERVICE IN -PLACE NEW IMPROVEMENTS❑ 1. 4' WIDE PERMEABLE PAVER DRIVEWAY STRIP. PAVERS BY UNI-ECO STONE PER DETAIL `B' 2. GARAGE PER ARCHITECTS PLAN 3. CONCRETE WALKWAY/ PA770. SEE CONSNUC77ON N07F NO. 14 4. 6" WIDE X 16" DEEP PERIMETER PCC FLUSH CURB PER DETAIL 'B' 5. WOOD DECK ABOVE GRADE PER ARCHITECTS PLAN 6. WOOD STAIRS PER ARCHITECTS PLAN 7. CONCRETE DRIVEWAY PER CONSTRUCTION NOTE NO. 15. 8 CONCRE7E MASONRY RETAINING WALL PER SORSD C-5 9. 6' HIGH FENCE PER ARCHI7ECTS PLAN 10 ELECTRICAL METER PER BUILDINGS PLAN It CONCRETE STAIRS ON -GRADE PER ARCHITECTS PLAN 12 WOOD LANDING ABOVE GRADE PER ARCHITECTS PLAN 13. PLANTER PER ARCHITECTS PLAN 14. 24' THICK 3/4" GRAVEL 15. 42" HIGH FENCE PER ARCHITECTS PLAN 16. CONCRETE MASONRY RA7701VING WALL PER SORSD C-3 STORM DRAIN/WATER QUALITY/SENERO 1 12" X 12" PRIVA7E CA7CH BASIN BY NDS` OR APPROVED EQUAL 2 PRIVATE 6" STORM DRAIN GRAVITY PIPE (506-35 MIN) AT 1X MIN. SLOPE 3 6' NVE X 15' LONG (90 SF) BIO-INRL IRA TON BASIN SIMILAR TO DETAIL 'C' 4 2" THICK GRAVEL 6" DEEP 5 24" WIDE DRAINAGE SWALE PER DETAIL `A" 6 35' WIDE X 15' LONG (54 SF) BIO-INRL IRA7701V BASIN PER DETAIL `C' 7 6" DIA SPEE-D CATCH BASIN BY NDS OR APPROVED EQUAL 8 8' DIA ABS OVERFLOW STAND PIPE WITH GRA7E BY NDS OR APPROVED EQUA 9 4' DIA PERFORATED PVC STORM DRAIN PIPE AT 17. MIN SLOPE WATER 0 1 DISTRICT TO UPGRADE TO DUAL METER AT OWNERS EXPENSE. 1" COPPER WATER LA7ERAL EXISTING. VOID FILLER - 1/8' 6' PCC fZVSH CURB TO 3/8' (NO. 8) OR DEEPENED 0-1 CURB . AGGREGATE IN V069S APPROVED PERVIOUS PL BEDDING COURSE - 2' PAVERS W/ MIN. 3/8VOID THICK OF1/8' TO 3/8' (NO. 8) 24' MIN. AGGWEG 1 PL GRASS OR 7URF LINED _ • > OPTION OVER LANDLOK CHOKER COUR - 4' 8' DIA ABS PIPE WITH z ANCHORS (TYP) TURF REINFORCEMENT 2 a \\ \\\\\ \\ VERFLOW CATCH WHERE SLOPE EXCEEDS 5.x THlO1'( OF3 TO 1/2 _ .. - /////Yj//j/// BASIN BY NDS OR �+ (ND. 57 USHED ROCK 4 j\\�\/\\j\\/� 3' APPROVED EQUAL 18 MIN. ENGINEERED i . //\// //\//\/ SOIL SEE NOTE \ \ \ \ MIN, 6' THICK\j BELOW 19 4 GARAGE z 2 \ \ \ \ \\\ OF 3 4" 6' :- \//\\//\\//\\//\\� 2'X2'GOBBLE MAX. `. \�\�\� CRUSHL]7 R�K\/ ETi_ PRIVATE 6 DIA APRON STORM DRAIN PIPE �j\\�j\/j\\�j\\�j\\ SOIL S(1BGRADE %�j/\%/�j/ j\%/ (SDR-35 MIN) p V) S�ro> iR \\�\\� ��\\/\\//\\ \\\/\\/\\; \��\!i�\!i\\\\\\ T ;, » �h MERE OCCURS) \ ��/ \ \ � �//i/� �\ i\//\/�.//�/> ,' 6 X18 CONCRETE AC PAVEMENT AND 5% NOTES. I ..: i,- HEADWAEL -P ACE I I Ir' I I I I a_ I BASE IN -PLACE �• �• � PROTECT ° 3 /4 GRAVEL 12 DEEP NOTES: '� -ALL AGGREGATE MUST BE CLEAN/WASHED AND fREE OF FINES (SAND, Sl1 r ETC.) AC PAVEMENT AND � L10TTOM OF BASIN 154.0 L PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILL& HAS BEEN ADDED 2. FOR GRASS OR TURF OPTION, INSTALL LANDLOK 7RM 450 TURF REINFORCEMEN T. -EACN COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE BASE IN -PLACE 4" PERFORATED SUBDRON -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED ASDTHE TOP )OF GRAVE LLAYER -SPECIAL APPROVAL REQUIRED FOR USE IN H16HL Y EXPANSIVE SOIL - SURDRAIN MAY BE REQUIRED V/EGETA TO DRAINAGES E A PERMEABLE PA DER DETAIL WITH CONCRETE EDGES Bl0-INFIL TRA TION DETAIL DRI V/FWA Y DFTAIL NTH NTH *8I01ETNROIV ENGINEERED SOIL LAYER SHALL BE MINIMUM 18' DEEP SANDY LOAM SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT NIS IS D THE MIX SHALL CONTAIN 50-60% SAND, 20-JOX COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL THE EfFECRVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS TYPICALLY, THE SURFACE AREA OF THE BIOREIENRON BASIN 1S 49 OF THE IMPERVIOUS AREA DRAINING TO IT CHANGE NO. DESCRIPPON APPROVED DATE BENCHMARK SCALE AS -BUILT By CHECKEDVLS Y ENGINEERING DIVIS/ONAPPROVALS CITY OFENCINITAS - PUBLIC WORKS DEPARTMENT 7K:: DRAWING NO. 1 VOIDS T S2N 10--23-202 CITY OF ENCINITAS SURVEY CONTROL NETWORK - STATION PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPRO - : GRADING PLAN FOR• - --- --- - - - 9� I J QO 2074 CAMBRIDGEAVENUE 'ENC-41' A 2' BRASS DISC LOCATED 1N TURNOUT ON THE pq� ; Zq I(l EAST SIDE OF THE NORTHBOUND HIGHWAY 101, 0.5 MILES VINCENT L SAMPO DATE MASIFI�IAA N P UIM YEN RESIDENCE 6'Q.G' NORTH OF CHESTERFIELD DRIVE. NIA U 1 D R.C.E. NO.: 44173 APN:260 384-23 PUBLIC WORKS Dl CTOR NNCENT L SAMPO 10 < i l b �v a1 �6 A. ELEVATION.- 73.612' DATUM.• NAW 88 REVIEWER INSPECTOR SENIOR ENGINEER ENGINEER OF WORK EXP. 6/3O/17 DATE ( DATE T-' PLANNING CASE NO 14264PMWICDP SHEET2OF ` LEGEND SYMBOL ABBREVIATIONS: AC: ASPHALT CONCRETE PROPERTY BOUNDARY - - BVC: BEGIN VERTICAL CURVE PROPERTY LINE/RIGHT OF WAY DS: DOWCONNRSPOT 154 EP: EDGE OF PAVEMENT EXISTING CONTOUR EVC: END VERTICAL CURVE FF.- FINISH FLOOR EXISTING ELEVA DON X 154.5, (154.5) FL: FLOW LINE FS FINISH SURFACE NEW CONTOUR 154 PVT: POINT VERTICAL INTERSECTION SCO.• SEWER CLEANOUT NEW ELEVA DON 154.50 WM.• WATER METER NEW ELEVA DON ABOVE GRADE [154.50] DAYLIGHT LINE II - DRAINAGE SWALE CONCRETE PAVEMENT PERMEABLE PAVERBYP L L L L L Q�OFESS/O (NO TOEBE MODIFIED KNOUT�NS L CITY PERMISSION) o c � � No. 44173 � CONCRETE MASONRY RETAINING WALL 01- � 06-30-17 � PRIVATE GRAVITY STORM DRAIN PIPE -SD- SD - PRIVATE CATCH BASIN -SDRSD- OF CA��F PRIVATE SUB DRAIN -SUB- SUB - CONSTRUCTION NOTES: 1. EXISTING TOPOGRAPHY PERFORMED BY SAMPO ENGINEERING ON JUNE 5, 2014. BEARINGS AND DISTANCES SHOWN HEREON IN PARENTHESIS CALCULATED PER MAP 1334. 2. A PRELIMINARY TITLE REPORT MADE BY FIRST AMERICAN 87LE COMPANY DATED MARCH 24, 2014 AS ORDER NUMBER NO. DIV-4607665 WAS REVIEWED FOR EXISTING ON -SITE EASEMENTS SAID 97LE REPORT REVEALED NO EXISTING EASEMENTS J. ALL ON -SITE STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY OVER. 4. WALL ELEVA DONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTING GRADES AND SOIL ENGINEER RECOMMENDATIONS SOIL ENGINEER SHALL DETERMINE FINAL WALL FOOTING DEPTHS 6. ROOF DOWNSPOUTS TO BE DISCHARGED INTO LANDSCAPE AREAS PRIOR TO DISCHARGE TO THE SATISFACTION OF THE CITY ENGINEER. WATER SHALL NOT BE ALLOWED TO POND ON SITE AND SHALL NOT DRAIN TOWARD BUILDING FOUNDATIONS 7. ALL OVERHEAD UTILITY LINES SERVING THE SUBJECT PROPERTY SHALL BE INSTALLED UNDERGROUND. 8. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR DESIGNING AND IMPLEMENTING ANY AND ALL TYPES OF SHORING SYSTEMS THAT MAY BE NECESSARY IN ORDER TO EXCAVATE FOR THE STRUCTURE, SI7E RETAINING WALLS, UTILITIES, AND PRIVATE STORM DRAIN SHOWN HEREON. THE SOILS ENGINEER SHOULD BE CONSULTED FOR SHORING AND STABILIZATION RECOMMENDATIONS PRIOR TO CONSTRUCTION A BUILDING PERMIT IS REQUIRED FOR ANY SHORING. 9. CONTRACTOR TO LOCATE AND PROTECT IN -PLACE EXISTING WATER SERVICE AND WATER METER. 10. CONTRACTOR TO LOCATE SEWER LA7ERAL AND PR07ECT IN -PLACE 11. EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN -PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY PRIOR TO RELEASE OF SECURITIES 12, THIS PROJECT DOES NOT CREATE, ADD, AND/OR REPLACE 5,000 SF OR MORE OF IMPERVIOUS SURFACE AND THEREFORE IS CONSIDERED "STANDARD" FOR STORM WATER QUALITY PURPOSES 13. ALL SI7E WALLS SHALL NOT EXCEED 4 FEET SOLID IN HEIGHT WITHIN THE FIRST RF7EEN FEET OF THE PROPERTY. ALL OTHER SITE WALLS/FENCES, OR COMBINED WALLS/FENCES/RAILINGS SHALL NOT EXCEED 6 FEET IN HEIGHT 14. INTERIOR SLABS ON GRADE SHALL NOT BE LESS THAN 5" THICK. EXTERIOR SLABS ON GRADE SHALL NOT BE LESS THAN 4" THICK. SLABS SHOULD BE REINFORCED WITH NO. 3 BARS PLACED 18" ON CENTER IN BOTH DIRECTIONS THE SLAB SHALL BE UNDERLAIN BY MINIMUM 2" COARSE SAND BLANKET. WHERE MOISTURE SENSITIVE FLOORS ARE USED, A MINIMUM 10.0-MIL 0SQUEEN OR EQUIVALENT MOIS7URE BARRIER SHOULD BE PLACED OVER THE SAND BLANKET AND COVERED BY AN ADDITIONAL TWO INCHES OF CLEAN SAND. JOINTS PER SOIL ENGINEER. 15. CONCRETE DRIVEWAY SLAB SHALL BE 5.5" THICK OVER 4" OF CLASS 2 BASE OVER 12" COMPACTED SUBGRADE. SLABS SHOULD BE REINFORCED WITH NO. 3 BARS PLACED 18" ON CENTER IN BOTH DIRECTIONS JOINTS PER SOIL ENGINEER. - 24" MIN. - etirunRc /TYP ) NO7ES 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. 2. FOR GRASS OR TURF OPTION, INSTALL LANDLOK TRY 450 71IRF REINFORCEMENT MAT VELETA TED DRAINAGE SWALE NIS N 1 "=10' 0 5 10 20 GRASS OR TURF LINED OPTION OVER LANDLOK 7URF REINFORCEMENT WHERE SLOPE EXCEEDS 5% 54.5 DEMOLISH /// BARRICADE e® , . ■ 6161 l WL 157.0 FG 156.5 9TM 154.0 16.0 a 157. 157. I� 9 9 3 I I !& R111N.W.' FIRMA CHOKERAGGREGA COURSE 6. OF J14 CRUSHEDTHICK jJU8' TO 112' •/ 1--1•�•1•�•1•�•1•�•1•• SOIL SUBGRADE APN : 260-384-46 LOT 19 PM 1334 L 0 T 20 17222 ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED , 2016 AS DOCUMENT NO. 2016 co�COP� (0850E 100.00) (Tr) ��9y D 3 0 9 3 �O co _ h 5 a 2 10 9 �G �6�6 p 1 16 - a �d so C so- s - \ SD G 16U WALL -so C f 7.7 21 f 77�� 2 16ar. 9. 21 10 } © © IF 166.JO,&jj DINGPAD 167J • O � ► / / O // I © WOOD FeIr ► �'. © 50 � Q • .. !_1 � -� _ e i � i r, � � ■ �f -:, - i r ■ ■ u u ' u o -ii -■il■■■may■��a)-:ii�]d h �0]--v\_V 4"DIA. SD PIPE MULCH APN : 260-384-56 L 0 T 23 PM 1334 NOTES.- -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAYBE REQUIRED PERMEABLE PA VER DETAIL WITH CONCRETE EDGES n NO. DESCRIPTION APPROVED DATE BENCHMARK AS BUILT S2N 1012V2020CITY OF ENCINITAS SURVEY CONTROL NETWORK - STATION "ENC-41 " A 2" BRASS DISC LOCATED IN TURNOUT ON THE EAST SIDE OF THE NORTHBOUND HIGHWAY 101, 0.5 MILES NORTH OF CHESTERFIELD DRIVE. A. ELEVATION: 73.612' DATIIM: NAVD 88 5 lE 1629p 10 N5 E 1 100.00) t 3-WOOD STEPS WOOD STEPS ABOVE GRADE ABOVE GRADE WOOD STEPS ABOVE GRADE WOOD STEPS ABOVE GRADE APN : 260-384-57 L 0 T 24 PM 1334 FL i I 2" GRAVEL 6" DEEP PROTECT AC PAVEMENT AND BASE IN -PLACE r­�t1674 HP 3" HARD WOOD MULCH 8' DIA ABS PIPE WITH OVERFLOW CATCH BASIN BY NOS OR 15' MIN. ENGIN APPROVED EQUAL SOIL*SEE NOTE BELOW WE 104 9CA 9��!�1 20' 12 5 0 '_5 0 0 3 a a 0 c a 24'- a A r 3 I 2 15 CYU WALL 171.74 311 172.2% +172.20 9c1- 9�'�F'1'l ./u. 2'X21COBBLE _ PRIVATE 6" DIA APRON - _ - STORM DRAIN PIPE - im- 0LOOZ -- - SDR-35 MIN ) ,15„i i i 16"X18" CONCRETE PRO 7ECT y HEADWALL AC PAVEMENT AND 11 111i-iTi-iTi iTi-iTi t1111111111111111------11 iTi-iTi- BASE IN -PLACE Y3 4" GRAVEL 12" DEEP CHOCKER COURSE. 4" THICK TTOM OF BASIN 154.0 OF �" TO " ( NO. 8) AGGREGATE. 4" PERFORATED SUBDRAIN -� (SDR-35 MIN) 0 1Z SLOPE AT THE TOP OF GRAVEL LAYER B10-INFIL TRA TION DETAIL NTS o *BIOREIENTION 'ENGINEERED SOIL LATER SHALL BE MINIMUM 18` DEEP SANDY LOAM SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT NTS THE MIX SHALL CONTAIN 50-607. SAND, 20-307. COMPOST OR HARDWOOD MULCH, AND 20-30X TOPSOIL. lz DRIVEN Y DETAIL KEY NOTES• 0 DEMOLISH/PROTECT IN -PLACE 1. DEMOLISH CONCRETE PAVEMENT 2. DEMOLISH GARAGE J. DEMOLISH WALL 4. DEMOLISH PORTION OF RESIDENCE 5. DEMOLISH SHED 6. DEMOLISH BUILDING OVERHANG 7. RELOCATE HOT WATER HEATER. SEE ARCHITECTS PLAN 8. DEMOLISH CONCRETE STEP 9. DEMOLISH 4" DIA AREA DRAIN 10. DEMOLISH EXISTING FENCE 11. DEMOLISH AC PAVEMENT 12 PROTECT WALL IN -PLACE 13. PROTECT RESIDENCE IN -PLACE 14, PR07ECT CONCRETE STAIRS IN -PLACE 15, PR07ECT AC PAVEMENT IN -PLACE 16. PROJECT MAILBOX IN -PLACE 17. PR07ECT MONUMENT IN -PLACE. SEE CONSTRUCTION N07E NO. 11 18. PR07ECT TREE IN -PLACE 19. PR07ECT SEWER LATERAL IN -PLACE AND ADJUST CLEANOUT TO NEW GRADE 20. PROTECT PLANTER IN -PLACE 21. PROTECT CONCRETE WALKWAY AND STEPS IN -PLACE 22 N96EB- DEMOLISH TREE 23. DEMOLISH PORTION OF THE WALL FOR CONSTRUCTION OF THE STORM DRAIN A. RECONS7RUCT THE WALL LIKE 24. PROTECT WATER SERVICE IN -PLACE NEW IMPROVEMENTS ❑ 1. 4' WIDE PERMEABLE PAVER DRIVEWAY STRIP. PAVERS BY UNI-ECO STONE PER DETAIL B' 2. GARAGE PER ARCHITECTS PLAN J. CONCRETE WALKWAY/ PA TO. SEE CONSTRUCTION NOTE NO.. 14 4. 6" WIDE X 16" DEEP PERIMETER PCC FLUSH CURB PER DETAIL B' 5. WOOD DECK ABOVE GRADE PER ARCHI7ECTS PLAN 6. WOOD STAIRS PER ARCHITECTS PLAN 7. CONCRETE DRIVEWAY PER CONSTRUCTION NOTE NO. 15. 8. CONCRETE MASONRY RETAINING WALL PER SDRSD C-5 9. 6' HIGH FENCE PER ARCHITECTS PLAN 10. ELECTRICAL METER PER BUILDINGS PLAN 11. CONCRETE STAIRS ON -GRADE PER ARCHI7ECTS PLAN 12. WOOD LANDING ABOVE GRADE PER ARCHITECTS PLAN 13. 24' PER7ARCHl1ECTS PLAN .14 16. CONCRETE MASONRY RATIONING WALL PER SDRSD C-3 STORM DRAIN/WATER QUA LITY/SEWER0 1 12" X 12" PRIVATE CATCH BASIN BY MS' OR APPROVED EQUAL 2 PRIVATE 6" STORM DRAIN GRAVITY PIPE (5DR-35 MIN) AT 1%MIN. SLOPE 3 6' WIDE X 15' LONG (90 SF) BIO-INFlLTPA TON BASIN SIMILAR TO DETAIL 'C' 4 2" THICK GRAVEL 6" DEEP 5 24" WIDE DRAINAGE SWALE PER DETAIL 'A" 6 3.5' WIDE X 15' LONG (54 SF) BIO-INFILIRA TION BASIN PER DETAIL 'C' 7 6" DIA SPEE-D CATCH BASIN BY AIDS OR APPROVED EQUAL. 8 8" DIA ABS OVERFLOW STAND PIPE WITH GRATE BY NOS OR APPROVED EQb 9 4" DIA PERFORATED PVC STORM DRAIN PIPE AT 19 MIN SLOPE WATER 0 1 DISTRICT TO UPGRADE TO DUAL METER AT OWNERS EXPENSE. 1" COPPER WATER LATERAL EXISTING. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWA TER MANUAL CALCULATIONS NEW SHEET TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4q OF THE IMPERVIOUS AREA DRAINING TO IT SCALE AS -BUILT DESIGNED Y DRAWN BY CHECKED BY. ENGINEERING D/V/S/ONAPPROVALS C/TYOF ENC/N/TAS -PUBLIC WORKS DEPARTMENT DRe BB WS N/A ---y\ 10-9-20 PLANS PREPARED UNDER SUPERVISION OF � DATE : 9/29/16 - R.C.E. NO.: 44173 14NCENT L. SAMPO EXP. 6/30 17 ENGINEER OF WORK RECOMMENDED: APPROVED: �,� - ®we' '�2 Steve Nowak Edward J. Wimmer /0123/2020 DATE DATE GRADING PLAN FOR. 2074 CAMBR/DGEAVENUE Y/ENRESIDENCE APN:260-38423 PLANNING CASE NO: 14264PMW/CDP VINCENT L. SAMPO DA7E Qt% sip ?&wo4 REVIEWER INSPECTOR SENIOR ENGINEER NTS o zz O Z N z, am Z K �WW� W 9` z a QZ DRAWING NO. W 12960-G 0 SHEET 2 OF 3 k y� e ^n d I tJ �} I 1 20 i �5I A YC TEMPORARY GRAWLBAG 7EMPORARY GRAVLIBAG ' TEMPORARY SILT FENCE , TEMPORARY GRAVELBAG ,r PER DETAIL W AND ;N585DE IL1Q DO� INLET PROTEC77LW PER INLET PROTECTION PER INLET PROIEC77ON PER CASQA DETAIL SE-1 DETAIL 'G' &CASQA DETAIL 'G' & CASQA DETAIL `G' & CASQA h 4> h _DETAIL SE-10 DETAIL SE-10 DETAIL 5E-10 CL 10 (2 emu'` kli in 9 INLET0�� PSG FG 156 DETAIL G' &CASQA 16 RT # DETAIL SE_f0 10 E r i -16 i TEMPORARY GRAVCBAC i`157.61 G ` INLET PROTECTION PER ` ' y/ 15 G � , &CASQA 8.22 TEMPORARY GRAVELBAG •f� SE-10 � � IE 166. 1. f �� DETAIL � TG 167.80 f4 C INLET PROlEC11OV PER , DETAIL .30 0 ;� �• 20' - , . i t ADDIAX0N UILDI.NG ; ,; DETAIL G' & CASQA Y i �Il - ,i _. z{1 '? onn ` DETAIL SE-10 r 4 , TEMPM,RYSTAR 170N r - Af V 2 ,� , v4r 1 g ! G 167.89 EV7RANCE GARAGE 4 1 ' s PER DETAIL E' AND 5 -,QAD 16T.3 RE 13EiVCE IF iS&39 J/ , �, 5 -- L V fTRST FLOOR r'T' 168 00 CASQA NAIL TC-1 _ ' _ PAD 1673 _ 1 ' �`LL i — - SCCOND FLOW Fr 117.00 O; v ry ' w J Lr RID LINE TEMPORARY GRAVELBAG :•�` ✓ NVLET PROTECTION PER 1`� ' TG 16_ _ 4 00 DETAIL `G' &CASQA 11 157.9r t \rG 163163.�0C�-/ Fv DETAIL 5E-10 TEMPORARY ORAVELBAG ; f - 4-� 4 1 ; 7 1 INLET PROTECTION PER 1 --- , r�� - , IEMP�ARY GRAVELBAG 3, 6 7� 3 i 8 ``` " ` ' �. DETAIL G & CASQA t o � (33' �. . , IEMPORARY CRAWLBAG INLET PROIEC71ON PER 1 p i 1. S2 Ei : , - ' DETAIL SE-70 ': FG INLET PRO CI7ON PER ' 1 15 ��' • 1 1 DETAIL 'G' & CASQA - f DETAIL `G' &CASQA 57.85 Vr, DETAIL SE-10 6 U f 11 J5 9 � I �PORARY SILT FENCE C FG 156.5 ;� ° - e S° 0 � pP iii 4 PER DETAIL K' AND _ - CASQA DETAIL SE 1 9 = � 1°� on -' < 5 e� �� It 152. U ,N LINK ' A _�� ' S- 5C E 100.. 00 y 7 TEMPORARY SILT FENCE �\ TEMPORARY VELOCITY 1EMPORARY SILT FENCE PER DETAIL H' AND CHECK DAM PER DETAIL a ER DETAIL Y AND CASQA DETAIL SE-1 F' AND CASQA CASQA DETAIL SE-1 STANDARD SE-4 t4 z 1 .l ,� a n 7 i { 3 a i, ; k a, DESL 17NG BASIN NOTE.- BIORETENTION BASINS SHALL BE EXCAVA7ED AND USED AS DE1I17ING BASINS DURING C111S7RUCRO'V THE SILT SHALL BE COMPLETE r REMOVED AND THE BIO-RM17ON BASINS SHALL BE COMPLETED ONCE FINAL SHE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL. oQ� Ego' No. 44173 06-30-17 ew� FCF CA��F� 0 5 10 20 SEE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STANDARD DWG NO. 7C-1 FOR ADDITIONAL INFORMATION CRUSHED AGGREGATE GREATER THAN 3'0 BUT SMALLER THAN 610 ' MIN. f (- FILTER FABRIC EXISTING GRADE SECPON A -A NOTE: CONSTRUCT SEDIMENT 0'R BARRIER AND CHANNELIZE RUNOFF MI„ TO SEDIMENT ]RAPPING DEVICE E*A, WIDTH AS REQUIRED TO ACCOlODATE ANYCIPA7ED TRAFFIC CORRUGATED ' STEEL PANELS 25' MIN MATCH EXISTING GRADE TYPICAL STABILIZED CONSTRUCTION ENTRANCE NO SCALE NOTE • GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONI Y WITHOUT AGGREGATE. 24-WIDE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWA TER QUALITY FOR DRAINAGE OVERFLOW ASSOCIATION (CASQA) STANDARD DWG. NO.. 2 BAGS HIGH (IYP.) ----] WHERE NECESSARY 7 SE-4 FOR ADDITIONAL INFORMATION pIR TYPICAL VELOCITY CHECK DAM NO SCALE 4' PVC PIPE FOR DRAINAGE DEPENDING ON FIELD CONDIPONS TYPICAL INLET PROTECTION NO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) 7RENCH UPSLOPE FROM AND ALONG 7HE LINE OF POSTS 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXIEND IT INTO THE TRENCH. NOTE: AL7ERNA77VE SILT FENCE CONSTRUC77ON MAY BE USED, IF FIRST APPROVED BY THE ENGINEER OF ffK AND THE INSPECTOR TYPICAL SIL T FENCE NO SCALE =II WOVEN FABRIC GRAVEL BAGS STAGGERED (TYP.) F SEE CALIFORNIA STORMWA TER QUALITY ASSOCIA PON (CASQA) STANDARD DWG. NO. SE-10 FOR ADDITIONAL INFORMATION WOWN FABRIC GRAVELBAG IN (10 CM) 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVA7ED SOIL. FILTER FABRIC — FLOW SEE CALIFORNIA STORMW17ER QUALITY ASSOCIATION (CASQA) STANDARD DWG. NO. SE-1 FOR ADD177ONAL INFORMAPON CHANGE NO. DESCRIPPON APPROVED DATE BENCHMARK SCALE AS-BUILT ENGINEERING DIVIS/ONAPPROVALS CITYOFENCINITAS- PUBLIC WORKS DEPARTMENT DRAWING NO, DROBB VLS S2N 0 23 202 CITY Or ENCINITAS SURVEY CONTROL NETWORK - STATION 'ENC-41' A 2' BRASS DISC LOCATED IN TURNOUT ON THE EAST SIDE OF THE NORTHBOUND HIGHWAY 101, 0.5 MILES NORTH OF GHESTERRE7D DRIVE A. ELEVATION.• 73.612 DATUM• NA 88 NIA �---� -y> 10-9-20 ��L� PLANS PREPARED UNDER SUPERVISION OF DATE : 29 / , / U R.C.E. NO.: 44173 VINCENT L. SAMPO EXp, 6/30/17 ENGINEER OF WORK RECOMMENDED.' Gt0 APP D• - MAST H GIENN PR PUBLIC WORKS DlREC �` DAIE DA7E I GRADING PLAN FOR 2074 CAMBRIDGEA VENUE YIENRESIDENCE APN: 260.384-23 PLANNING CASE NO- M-264PMW/CDP �295O�G - - . NC L SAM 0 A 0 � %m wo+va�c EV7EAER INSPECTOR SENIOR ENGINEER SHEET30F3