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2018-13941-SG (Plans)
RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION 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. DRAINAGE NOTE 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 DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. f �Lp., [,F .tom few 2. THE SOILS REPORT TITLED "22 BAOXFA AVENUE CAµRDIFF PREPXIRED BYE- DATED -�e- J.8 •t� PROJECTOI$ f I�,QO_ _ SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS ME) 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER 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 RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS LAWS AND REGULATIONS. B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF 1/2 MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE By CALLING (760) 633-2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE 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 CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN OAS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: THE GRADING UNDER PERMIT NO. 13941-SG HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL 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 SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE 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. WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 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 EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER 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 WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF 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 TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. CHANGE NO.1 DESCRIPTION I APPROVED I DATE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ARMANDO FLORES AT (888) 600-43�9 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 OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION 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 CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/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 COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMPIIMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION 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 SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE 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 DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE 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 OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN 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 (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. B. CALIFORNIA STATE LAW ASSEMBLY BILL ABA 953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW. THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. BENCH MARK AS -BUILT APPROVALS lAIY Ok lNCION tltAS] DISCSIDE i�fY��/'�'-'�/'�c-7 11-09-20 \ , PUBLIC WORKS O LOCATION: A TURNOUT ON tHE EAST SIDE OF NORTHBOUND LOC ON ENGINEER'S NAME DATE $tevewNowak 12-1-20 I HIGHWAY tot PLANNING FEET WEST OF THE NORTH END OF GUARD RAIL REVIEWER RECORD FROM: CITY OF ENCINITAS ELEVATION: 73612' M SL. DATUM: N.A.V D.I986 SR. ENGINEER DATE INSPECTOR CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS r CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFFSITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION. AND BONDED FIBER MATRIX. .P7�(NAT/_YRi7`JflaIN �e17N67eTE7il9filY-Ys1I�dT[947d779712RPfl3i@ly\Tad 1 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY: THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES, EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. III FIR i93 7TjrRTMOMMC13G\1LN2F31*1dN1F34:14 XY1-7T (N3TgTRN:GIN.ZH: 1111ILHaTN IPAI91=991:IxNNLW4:1 TANto:AIRTMADIN 7Nll•9iN.P1idS1111IIT081511111MY44 ON -SITE CONSTRUCTION MATERIAL 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 PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. 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 THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 4364151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION 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 KNOWLEDGE THERE ARE NO EXISTING UTILITIES 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 UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD/ESD - (760)-633-2770 LWD 760-753-0155 B. GAS 8 ELECTRIC - SDGE - (760)438.6200 C. WATER- SAN DIEGU ITO WATER DISTRICT-1300-227-2600 D. TELEPHONE -SBC BELL -(76OF4893411 E. CABLE TV - COX COMMUNICATIONS-(760) 806-9809 X-2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760).63302770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 2,605 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 3�258 SOFT INCREASE IN IMPERVIOUS AREA: 653 SOFT IMPERVIOUS AREA REPLACED: 0 SOFT PUBLIC WORKS OWNER 4 DENNIS J. PETTIGREW AND DANICA PETTIGREW ^ I 2226 OXFORD AVENUE „aA Invu CARDIFF CA 92007 ems` c eti} Q SITE ADDRESS r m 9 CARD OXFORD AVENUE r y O 9 CARDIFF CA 92007 P G 0 r n o A.P.N. 261-073-32-00 \\ .n- LEGAL DESCRIPTION LOTS 7 AND 81N BLOCK 23 OF CARDIFF, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1298, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, NOVEMBER 14, 1910. WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST 5 HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVI o AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. �r+ NANC �`Se T WE HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, A AV OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACIONS, LOSSES, DAMAGES AND COSTS, VICINITY MAP INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR T.B. 1167, E3 N.T.S. OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR PROVED PLANS WRHINTHE PRIVATE PROPER OR PUBLICEASEMENTS [f e SIGNATURE: -T DATE: Ci l9 USUMV P GREW AND ICA PETTIS SOILS ENGINEER'S CERTIFICATE I, JAIME A. CERROS A REGISTERED CIVIL ENGINEER W THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHW THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON MAY 23, 2018 AND FOR AN UPDATE ON JUNE 28, 2018 . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICA71 SIGNED E V• ' II s�L ! RCE NO.: 3N�GE. COOT Q ap- L� CfP9o� EXP. DATE: 09/30/19 a I GT 9n• 0 JOB O: 18.11900 T•LJ/3e/A� c v COMPANY: GEOTECHNICAL EXPLORATON, INC. �rglf pr c ' ADDRESS: 7420 TRADE STREET, SAN DIEGO, CA 92121 PHONE: (858) 549-7222 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH 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 REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS 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 ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: V % /f DATE- JORGE H. PALACIOS COMPANY: JP ENGINEERING INC. ADDRESS: 4649 RRNSON COURT, SUITE 105, SAN DIEGO, CA 92111 PHONE NUMBER: (858) 569-73779' RCE EXPIRES 12-31-20 a No. 02IX0 1PJ3V20 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1 H : 1 V �9�i CIVII� �F•P MAXIMUM VERTICAL DEPTH OF CUT = 7 ' CNJY- MAXIMUM VERTICAL DEPTH OF FILL= 0 ' CUT= 140 C.V. FILL= 0 C.Y. EXPORT = 140 C.V. REMEDIAL= 50 C.Y. (1_5' REMOVAL AND RECOMPACTION UNDER AND 5OUTSIDE OF BUILDING AREAS) DISTURBED AREA= 2,350 SO. FT. BMP PROJECT STATUS STANDARD PROJECT PLANNING DIVISION I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT SI IC SIGN DATE OOSIGN DATE SIGN DATE ENGINEERING DIVISION APPROVALS DATE: 11-21-18 ��yJ R.C.E. NO.: 32031 STEYM NOWAK ?• •✓P0.1•S / ENGINEER'S NAME EXP.: 12-31-20 DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ` GRADING PLAN FOR: 2226 OXFORD AVENUE, CARDIFF,CA 92007 PETTIGREW RESIDENCE 13941-SG A.P.N. 261.073.32.00 PLANNING CASE NO: N/A SHEET 1 OF 3 150 R 150 LEGEND PROPOSED FINISHED FLOOR ELEVATION ............_... F.F.E. 139.66 0 TW ELEV. m 3.67' SHOWN ON PLAN PROPOSED GARAGE FLOOR ELEVATION ................... G.F.E. 131.16 O X F O R D AVENUE 145 m T.G. ELEV. 3 i SHOWN ON PLAN 145 PROPOSED PAD ELEVATION PAD 130.49 9 METAL A S P H A L T S U R F A C E m m GRADE / �` PROPOSED CONTOUR ELEVATION ............................. tw o SEA T.G. ELEV. SHOWN ON PLAN j / PROPOSED RETAINING WALL PER ARCHITECTS PLANN ......... + + + \2S6 v 140 I DECK SECOND FLOOR F.F.E. 139.66 q"0 P.V.0 (SCN.40) 14O PROPOSED CONCRETE STAIRS PER ARCHITECTS PLAN ......... (153.93) �'S3 I / TIMBER RETAINING WALL PROPOSED DIRECTION SLOPE..... 10.00' CBAWC SPACE PER LANDSCAPE'S PLAN V40. (155.70)FL C5 PAD 137.00 PROPOSED SPOT ELEVATION ..........................._..... (154.42)TC w BW ELEV. j SHOWN ON PLAN PROPOSED TOP OF WALL ..................................... TW 136.50 iA / 4'0 P.V.0 (SCH.40) C 0 C R E T E A L K 0. 3" N MB 135 ELEV. SHOWN 135 PROPOSED BOTTOM OF WALL ................................. BW 131.23 S3O'37'33"E 50.00' ON PLAN AlEXIST. C42WND � " 156.18)TC / FOUNDATION PER PROPOSED PERMWS PAVERS ............... PAL �155.91) •1153 62) (155.93}'7 ARCHITECTS PLAN (BELGARD OR EQUAL SEE DETAIL ON THIS SHEET) o EXIST. GROUND' R PROPOSED BIOFlLTRATION) ASIIN . a L /1%- 4.3% GARAGE G.F.E. 131.16 WATER PROOFING AND 4"i m h CS a PERFORATED PIPE PER WE$ SEE DETAIL ON SHEET 3 (155.89) `� } 1130 - _ �(J-DRAIN OR EQUALL)ORT AND PLAN 13O PROPOSED CATCH BASIN. ..... ®� Z PLANTER STEP 155 82) w (155.8Y. 150 PROPOSED 4"0 PVC STORM DRAIN ..... ....... SD 15.6' n CS b 20. 1' - BELGARD OR EQUAL PERMEABLE PAMNG FOUNDATION PER „9 ,., 1, OVER 2" SAND OVER 6" ASTM ARCHITECTS PLAN PROPOSED TIMBER RET. WALL PER LANDSCAPE'S PLAN........ 4 - NO. 57 STONE ON NON WOVEN PROTECTIVE GEOTEXTILE EXISTING SEWER LATERAL. SQ I 150 FF=156.66' EXISTING WATER LATERAL AND METER C TWO- STORY ONE-STORY TYPICAL SECTION A EXISTING WATER MAIN ._ _... w ` STUCCO (RESIDENCE r STUCCO SCALE: HER. 1"=4' EXISTING GAS MAIN... m c 2226 OxF RD AVENUE :: RESIDENCE vERT. 1"=a' EXISTING GAS SERMCE .. L CO XIST. 2'0 CASONS ' 9 CS rn NCRETE SLABS BF TO REMAIN ABOVE GROUND SPA EXISTING UNDERGROUND UTILITIES ............................. uu ONp2ETIE +_. i "<_' . -EXIST 2'0 CASONS 890' T1Y ELEV. TG ELEV. EXISTING OVERHEAD UTIUTIES .. _.. ... _... 0Hu ELECT p0 'STAIRS A TO REMAIN R SHOWN ON PLAN R 5.35' SHOWN ON PLAN a ' + 140 140 1 `� e.o0' w ELEV. 140 BW ELEV. SHOWN ON PLAN \41 0e o m 10.00' SHOWN ON PLAN E)(IST. GROUND TW ELEV. SHONN i /./ J' r' L D i 8 I DECK }r' -r- 1. !) i fl TW ELEV. SHOWN TG ELEV. ON PLAN D a fl fl ) Ff Ft' " i WN ON PLAN HO IN 6• MIN. PLAN 6"MIN. B 1 n fl _ �TIMBER 2, - --- - igSJ"+-�=� r r' EXIST. GROUND ELEV. SHOWN / RETAINING - - - - - �^* - - - - - �• 9 DFV. SHOWN 135 I ON PLAN / WALL PER 135 A J0 z fl a ------ z _- 135 I ON PLAN / 135 TIMBERI / / LANDSCAPE'S LEGAL DESCRIPTION s o M a P 2 fl fl I / RETAINING BW ELEV. SHOWN BW ELEV.P�H D.G. r . ELEV. SHOWN WALL PER / ON PLAN l SHOWN ON PLAN LOTS 7 AND 8 IN BLOCK 23 OF CARDIFF, IN THE CITY OF ENCINITAS, COUNTY ON PLAN 4"0 P.V.0 (SCHAD) LANDSCAPE'S � 4.0 P.V.0 (SCH.40) OF EXISTING CRAML 1Z 1 EXIST. GROUND 1% IE SHOWN ON PLAN PLAN VARIES r IF SHOWN ON PLAN FILED SAN OFFICE OFFTHE CALIFORNIA, ITY RECORDIER OF SAN DIEGOECOINTY 1298, OVERHEAD as PAD 13700 R 7 UTILITIES 2% _ _ J 4' N1DE X 5' LONG BIOFILTRATION BASIN - - - 4' WIDE X 6' LONG BIOFlLIRATION BASIN NOVEMBER 14, 1910. RE PIT -- _ " ' ' - SEE DETAIL ON SHEET 3 SEE DETAIL ON SHEET 3 r 130 5 .� IE SHONN ON PLAN 13O 130 IE SHOWN ON PLAN 130 5' S.Y.S.B ACCESSORYFUMT 138 OUNDATI N BELGARD OR EQUAL PERMEABLE PAVING BELGARD OR EWAL PERMEABLE PAMNGASSESSOR'S PARCEL NUMBER 2%(ff�1DOR) OVER 2" SAND OVER 6" ASTM OVER 2" SAND OVER 6" ASTM RETAINING WALL PER i.FE Q6 % N0. 57 STONE ON NON WOVEN PROTECTIVE RETAINING WALL PER N0. 57 STONE ON NON WOVEN PROTECTIVE ARCHITECTS PLAN 261-073-32-00 \'S1 ARCHITECTS PLAN EXIST. GROUND CEOTEXTIL£ GEOTEXTILE 132 DETACHED XISTING /4" 2% GARAGE \36 GAS ICE (FIRS s wooD FENCE EARTHWORK QUANTITIES EXISTING SE - PAD 13 TYPICAL SECTION C CLEANOUT TO BE RESET GEE 131.1e 135�� TYPICAL SECTION B scALE: HOR. 1"=a' (INCLUDES BUILDING FOOTPRINT) -131 -o 10.T m SCALE: HOR. 1"=4' VERT. 1"=4' � -> i r-134� VERT. 1"=4' EXCAVATION: 140 C.Y. FILL: O C.Y. /FNT� (130.37 N+ 2R W 33� EXPORT: 140 C.Y. R EXPORT MATERIAL SHALL BE TAKEN TO A LEGAL SITE. (1NG W 132 140 �' 140 MAXIMUM DEPTH OF CUT: 7.0 FEET EXISTING WAIF 1.55% S3O'38'47"E 50.00' 1.55% (131.0 n (1 M TER + 130 +DIRT ALLEY, I I'2 XISTING 1Y2" - o (130.00 130.16) `(130.36) 155% (130.69 (130. 9)� GAS MAIN 1'2 NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT c L6 c (1 .2 c s c c c c 130. 76) is 0.9) c PAYPQUANTITOSES TIIESY NLAND ARE NOT TO BE USED FOR FINAL w w w w w w w EXIST. GROUND TV/ ELEV. SHOWN Vu uu uu uu uu Uu Uu ON PLAN EXIST. 135 I OONN FLLLAVW SHOWN I `GROUND 135 XISTING XISTING XISTING 3/4" XISTING 1070 BW ELEV. SHOWN i--� BELGARD OR EQUAL PERMEABLE PAVING POWER POLE WATER MAIN GAS SE ICE OVERHEAD rEXIST. WN ON PLAN OVER 2" SAND OVER 6" ASTM UTILITIES �GRWND �LLN' O I NO. 57 STONE ON NON WOVEN PROTECTIVE GEOTEXTILE J 1.55% 1�S5R XISTING WATER PROOFING AND 4"0 G A B UNDERGROUND 1`30 PERFORATED PIPE PER SOILS 1'30 UTILITIES EXIST. REPORT AND ARCHITECT'S PLAN WALL RETAININGREPORT OR EQUAL) -:- - '•-: .. I . RETAINING WALL PER • BELGARD OR EWAi PERMEABLE PAMNG RETAINING WALL PER a L 0 T 49 L D i 44 L a Y 411 L 0 i OVER 2" SAND OVER 6" ASTM ARCHITECTS PLAN ARCHITECTS PLAN NO. 57 STONE ON NON WOVEN PROTECTIVE GEOTE%TILE P WATER PROOFING AND 4"0 ERFORATED PIPE PER R PR REPORT AND 0 BE I CTS PLAN VppPEee,� TYPICAL SECTION D (J-DRAIN OR EQUAL) � SCALE: HER. 1 "=4' TOPOGRAPHY AND BOUNDARY NOTE: n Hu3203 0 VERT.' =4 PERVIOUS PAVERS DETAIL (BMP) 0 5 10 20 40 `� U/OI/20 a TOPOGRAPHY AND BOUNDARY WAS PROVIDED BY SAN DIEGO LAND SURVEYING * * NO SCALE AA=loA AND ENGINEERING, INC. ON 11/09/2018 �9FVIV c NOTE: "BEEP (PERVIOUS PAVERS) NOT TO BE PAVED SCALE. 1 OR ALTERED WITHOUT A CITY PERMIT" CHANGE NO. DESCRIPTION APPROVED DATE BENCH MARK AS -BUILT APPROVALSIAL�INIIIAL�INIIAL� ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS " DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BUILT SRN 12-1-20 DESCRIPTION: PT. NO. 1041, MC-41 2" IRON PIPE IN AC I INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO M AWED: GRADING PLAN FOR: -- --- WTH 2.5" CITY OF ENCINITAS MASS DISC,LOCATION: A TURNOUT ON THE EAST SIDE 6 NORTUBODND "-' 11-09-20 PUBUC WORKS DATE: 11-21-18 Mk 2226 OXFORD AVENUE, CARDIFF,CA 92007 ENGINEER'S NAME DATE w�n,� PETTIGREW RESIDENCE 13941-SG HIGH PLANNING cJ 7�''� 5 NOWAK EOWARO J. MER FEET WEST OF THE NIXtn1 END OF GUARD RAIL. R.C.E. NO.: 32031 /� /� /& CITY ENIX `� RECORD FROM: CITY OF ENCINITAS StevewNmak. 12-1-20 RENEWER A.P.N. 261.073.32.00 ELEVATION: 73.612' M.S.L DATUM: HAND. 19BB SR. ENGINEER DATE INSPECTOR ENGINEER'S NAME •�1• %LA"O EXP.: 12-31-20 DATE DATE PLANNING CASE N0: N/A SHEET 2 OF 3 LEGEND OXFORD cS 1 ®■■ �� I III w■w��i l __ LJ ., Ilia ®of 20.111 ME � \' 1INC lh Im ■ 1.� MINIMUM �l I ONE-STORY ■STWO-STORY TUCCO IRESIDENCE 2226 OXFfRD AVENUE RESIDENCE 11I �(t• V No I --CONCRETE SLABS �i I- ABOVE BBL • _r •I ■ \ICI• k V I' IAJNI / is III + �w1 p1�� it v is - I�I ..; 1288 III ere4 ` :�_agiT O a - te >� EXISTING •oi VILIKIRLAD UTILITIES I IL IC I•I ____ { MEDIUM �m r� �vn :� a• SILT FENCE I pp .i I_ r i J-�u I 51 Is`>amdvao&• r4�i �111 CE v� ■sue n `� W ON FEN EXISTING SEWER--_ Tl n \se �A 11 in riI J BA CLEPHOUTILCI-4 RESETN �.-_. n ) it ti.. r111'1m1'9'9mwNa � • SILT I n ................. g%N*NdiA s q FENCE I a naa'��a®ae+4e4 . 1> to A ° ��e.�®A ♦�4.90E�4 - bqhq%wi . �. i s ♦9 s.b`R0� s♦ .- nIs "Tr3 , I s t III I IIIGAS MAIN Ic; I 130.76) MENNEN PCIWER OLE WATER MAIN OVERHEAD mUTILITIES FIBER• .c a RUSTING .. - -. . CHANGE NO. CONSTRUCTION UTILITIES ENTRANCE La7' 42 Lar 42 oar 41 oar 49 0 0 40 SCALE, • 10ii DESCRIPTION I APPROVED I DATE BENCH MARK DESCRIPTION (STD) QUANTITY SYMBOL STABILIZED CONSTRUCTION 140 S.F. ENTRANCE IIC-1) SILT FENCE (SC-1) 136 L.F.- UNLINED SWALE & BERM (PER DETAIL) y y IDM OF CLEARING & GRADING - GRAVEL BAGS_(SC-4, SC-e, SC-10)= -- RA_ o00000000 PAD STABILIZATION (EC-5) 740 S.F.- FIBER RO- (SC-6) 55 L.F._ MULCH W/TACKHTER & HYDROSEED (MUST BE INSTALLED, IRRIGATED & ESTABLISHED BY OCTOBER 1ST. THUS METHOD CAN BE RESUMED ON APRIL 15111 OF THE FOLLOWING YEAR.) IF NOT, USE THE FOLLOWING: BONDED FIBER 1,610 S.F. MATRIX (BII GEOTEXTILES EROSION MATS, FIBER ROLLS (EC-3, II EC-8, EC-T) LEGEND - WORK TO BE DONE ❑1 INSTALL SLOPE STABILIZATION PER CASQA EC-3, EC-4, EC-6, EC-7 SEE BONDED FIBER MATRIX NOTES ON SHEET 7. ❑2 INSTALL PAD STABILIZATION PER CASQA EC-5. SEE STABILIZED FIBER MATRIX NOTES ON SHEET 7. 0 INSTALL GRAVEL BAGS PER CASQA SC-4, SC-6, SC-10. SEE DETAILS ON SHEET 7. ®INSTALL SILT FENCING PER CASQA SC-1. SEE DETAILS ON SHEET 7. ❑S STABIUZED CONSTRUCTION ENTRANCE PER CASQA TC-1. SEE DETAILS ON SHEET 7. © HAZARDOUS WASTE PER CASQA WM-6. �] SOLID WASTE PER CASQA WM-5. �8 MATERIALS STORAGE PER CASOA WM-1. �9 CONCRETE WASTE PER CASQA WM-8. 10 SANITARY/SEPTIC WASTE PER CASOA 0-9. FIBER II SEE DETAILS ONESHEEO7. SC-5. 1P WIND EROSION CONTROL PER CASOA WE-1. 13 APPLY POLYACRYLAMIDE TO ALL EXPOSED AREAS PRIOR TO A FORECAST RAIN EVENT PER CASQA EC-13. SLENDER SEDGE / CAREX PRAEGRACICIS (AS RECOMMDJDED BY LANDSCAPE ARCHITECT) B. No 32001 waft?20 q� CIVIL WALL NO TREES OR SHRUBS IN THE FLOW LINE ■E■ ■ow "'Hanson HEIDELBERGCEMENTGmup A-1 Bill -Retention (Sol] Medium for Bio-Swales & Bio-Rt PRODUCT DESCRIPTION A-16losecale SOO is a blood of 30% washed coarse sand and 20%sandy loam ropsoR The blended material is law in silt and clay which allows tine material to perform at the required minimum drainage propen!es of> 5"per hour KSW Pere Rate Q 85%rela- live compaction. This satisfies civil cugineering requirements while maintaining the agronomical properties of well graded sand with silt to satisfy Me landscape architect's desire in support growth of plant material Clay content is limited to provide a mini- mumcation exchange capacity for healthy plant material if desired. The unit rmomalsizes ofA-1 Bio-Retention Soil results in long lasting pore space and moisture capaci- ty for accountably priced readily available, consistent source ofan appropriate soil medium to comply with State Water Quality requirements. uirements. 9 (*NOTE; matter may be incorporated b volume percentage when requested b the customer for an ( , Organ Y To Y ed 8 9 Y mended that organic matt r be independing ted i o the it men t aria ix i n hen nesrm. cos recom- vary dePe 8 type P g requested mended that organic matter be incorporated hole of into the soil ems io co top six inches men meet when i relieve compaction or in the planting hole for trees or shrubs to concentrated the amendment where it will benefit the plants and restrict water movement.) PRODUCT USES: A-1 Bio-Rerenlfoa Soil is a soil medium for Bio-Retention Basins and Swales which helps remove con- taminants from storm water tariff as required by the State of California Regional Water Quality Control Board and other government agencies charged with enforcement of these requirements. The ultimate goal is to help prevent contamination of the downstream beneficial water sources of die State. (*NOTE: All materials should be sampled, submitted, and approved poor m shipment or installation as job plans and specifications VARY GREATLY! It is the customer's responsibility to assure the soil is approved BEFORE installation! INSTALLATION: AdBio-Rene idiss Soil should be installed per construction Ions or en 'n erss cifications. Compac- tion P g u P Lion should be avoided and ideal) the soil should be installed at less than optimum moisture. Y P A -I Bies.oale Soil is a locally available mix that is a reasonably priced solution for architects and engineers designing project of achieve LEED credits and certification as well as compliance with local and state stoun drain requirements. ♦ Sustainable Sites Credit 5.1 Site Development - Protect / Restore Habitat ♦ Sustainable Sites Credit 6.1 Serum Water Design - Quality Control • Sustainable Sites Credit 6.2 Sound Water Design - Quality Control • Water Effiiency Prerequisite Water Use Reducing -20%Reduction ♦ Water Efficiency Credit 1 - Water Efficiency Landscaping ♦ Matenal and Resources Credit 5 - Regional Materials • Innovation in Design - Protect& Restore Habitat '61N v PRODUCT ANALYSTS: (Unameded A-1 Booneville) - Product can be amended per specification 3" MULCH Passing 3/8,+.................................................................................................................. 100% PERVIOUS FILTER FABRIC N4............................................................................................................. 90%-100% 12" A-1 BIORETENTION SOIL#8............................................................................................................... 40%-60% BY HANSON OR EQUAL (SEE#200................................................................................................................. <15% THIS SHEET FOR DETAILS) USDA Soil Classification r"'.................................................................. Very Y Craven Sand FILTER COURSE CLEAN AND WASHED ASTM 33................................................................................................. ( PH (Salinity) ...65- 3.0 FINE AGGREGATE SAND) ECe Salini ..........................................................................<3.0 FILTER COURSE KSat (Pere Rate)................'>5.0 inches/hr Q 85% Compaction (Compaction affects permeability) ASTM STONE) Sand........................................................................................................... 80 % -90 ASTM 3 4" 7 CRUSHED ROCK / �5 Topsoil la ... 20% added topsoil (ssdtl component in topsoil shows up in mix evaluation) Silt &Clay........... ........................................ ""..... 10 % - 20 % (from added topsoil) *Analysis based on UN -AMENDED soil. Amendments added by volume and type requested. - r PERVIOUS J �EXISDNG UNCOMPACTED V FILTER FABRIC BIORLTRATION BASIN DETAIL-BMP NO SCALE NOTE: -BMP (BIOFlLTMTON BASIN) NOT TO BE ALTERED WITHOUT A CITY PERMIT" CONSTRUCTION ACTIVITY BMP LIST CASH CONTRUCTION BMP HANDBOOK REFERENCE N0. TRENCHING UTILITY INSTALLATION BACKFILL OPERATIONS CONCRETE WALKWAYS AC PAVING INTERLOCKING PAVERS LANDSCAPING INSTALLTION INSTALL / MAINTAIN SILT FENCE PER CASQA BMP SE-1 X X X X X X X CONSTRUCT SEDIMENT TRAP VAIN RISER PER CASQA BMP SE-3 X X X X CONSTRUCT CHECK DAM / VELOCITY REDUCER PER CASQA BMP SE-4 X X X X X STREET SWEEPING PER CASOA SE-7 X X X X X X X CONSTRUCT STROM DRAIN INLET PROTECTION PER CASQA BMP SE-10 X X X X X CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE / EXIT PER CASQA BMP TC-1 X X X X SCHEDULING PER CASQA EC-1 X X X X X X X WIND EROSION CONTROL PER CASQA WE-1 X X X X X I X X WATER CONSERVATION PRACTICES PER CASQA NS-1 X X X X X X X PAVING AND GINDING OPERATIONS PER CASQA NS-3 X CONCRETE CURING AND FINISHING PER CASQA NS-12 & NS-13 X MATERIAL DELIVERY AND STORAGE PER CASQA VAI X X X X X X STOCKPILE MANAGEMENT PER CASQA WM-3 X X X X X X X SOLID WASTE MANAGEMENT PER CASQA WM-5 X X X X X X X CONCRETE WASTE MANAGEMENT PER CASQA WM-8 X SAINTARY / SEPTIC WASTE MANAGEMENT PER CASQA ii X X X X X X X AS -BUILT APPROVALS LOCATION: A 111RNWi ON THE EAST SIDE OF NDRiHBODND ENGINEER'S NAME DATE ""' PLANNING FEET WEST OF THE NORTH END OF GUARD RAIL. Stivvesv Nowak. 12-1-20 RENEWER RECORD FROM: CITY OF ENCINITAS ELEVATOR: 73.612' M.S.L DATUM: N.A.v.D.l91Te SR. ENGINEER DATE INSPECTOR ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECO � �SF� AFRO D: - DATE: 11-21-18 rF �/ �; - R.C.E. NO.: 32031 STE NOWAK ER CDWARDIR y / ,A gNE ENGINEER'S NAME ?.µ,P4e.tWaS EXP.: 12-31-20 DATE DATE WPCP/EROSION AND SEDIMENT CONTROL NOTES TEMPORARY EROSION/SEDIMENT CONTROL, PRIOR TO COMPLETION OF FINAL IMPROVEMENTS SHALL BE PERFORMED BY THE CONTRACTOR OR QUALIFIED PERSON AS INDICATED BELOW: 1. ALL REQUIREMENTS OF THE CITY OF ENCINITAS -STORM WATER STANDARDS" MUST BE INCORPORATED INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED GRADING/IMPROVEMENTS CONSISTENT WITH THE APPROVED STORM WATER POLLUTION PREVENTION PLAN (SWPPP), WATER QUALITY TECHNICAL REPORT (WQTR), AND OR WATER POLLUTION CONTROL PLAN (WPCP). 2. FOR STORM DRAIN INLET, PROVIDE A GRAVEL BAG SILT BASIN IMMEDIATELY UPSTREAM OF INLET AS INDICATED ON DETAILS. 3. FOR INLETS LOCATED AT SUMPS ADJACENT TO TOP OF SLOPES, THE CONTRACTOR SHALL ENSURE THAT WATER DRAINING TO THE SUMP IS DIRECTED INTO THE INLET AND THAT A MINIMUM OF 1.00• FREEBOARD EXISTS AND IS MAINTAINED ABOVE THE TOP OF THE INLET. IF FREEBOARD IS NOT PROVIDED BY GRADING SHOWN ON THESE PLANS. THE CONTRACTOR SHALL PROVIDE IT VIA TEMPORARY MEASURES. I.E. GRAVEL BAGS OR DIKES. 4. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF SILT AND MUD ON ADJACENT STREET(S) DUE TO CONSTRUCTION ACTIVITY. 5. THE CONTRACTOR SHALL CHECK AND MAINTAIN LINED AND UNLINED DITCHES AFTER EACH RAINFALL. 6. THE CONTRACTOR SHALL REMOVE SILT AND DEBRIS AFTER EACH MAJOR RAINFALL, OR WHEN SILT REACHES AN ELEVATION OF 0.5• BELOW WEIR OPENING FOR GRAVEL BAG BASINS. 7. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. & PERMANENT BMP DEVICES SHOWN ON PLAN SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER OR RESIDENT ENGINEER AND THE ENGINEER OF WORK. 9. THE CONTRACTOR SHALL RESTORE ALL EROSION SEDIMENT CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER OR RESIDENT ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 10. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION/SEDIMENT CONTROL MEASURES AS MAY BE REQUIRED BY THE RESIDENT ENGINEER AND THE ENGINEER OF WORK DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 12. ALL EROSION/SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. ALL EROSION/SEDIMENT CONTROL FOR INTERIM GRADING CONDITIONS SHALL BE DONE TO THE SATISFACTION OF THE RESIDENT ENGINEER. 13. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 14. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. 15. THE CONTRACTOR SHALL ONLY GRADE, INCLUDING CLEARING AND GRUBBING FOR THE AREAS FOR WHICH THE CONTRACTOR CAN PROVIDE EROSION/SEDIMENT CONTROL MEASURES. 16. THE CONTRACTOR SHALL ARRANGE FOR WEEKLY MEETINGS DURING OCTOBER 30TH TO MARCH 30TH FOR PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED PERSON, EROSION CONTROL SUBCONTRACTOR IF ANY, ENGINEER OF WORK, OWNER/DEVELOPER AND THE RESIDENT ENGINEER) TO EVALUATE THE ADEQUACY OF THE EROSION CONTROL MEASURES AND OTHER RELATED CONSTRUCTION ACTMTIES. POST -CONSTRUCTION MAINTENANCE PLAN: AT THE COMPLETION OF THE WORK SHOWN, THE FOLLOWING PLAN SHALL BE FOLLOWED TO ENSURE WATER QUALITY CONTROL IS MAINTAINED FOR THE LIFE OF THE PROJECT: STABILIZATION: ALL PLANTED SLOPES AND OTHER VEGETATED AREAS SHALL BE INSPECTED PRIOR TO OCTOBER 1ST OF EACH YEAR AND AFTER MAJOR RAINFALL EVENTS (MORE THAN h INCH) AND REPAIRED AND REPLANTED AS NEEDED. STRUCTURAL PRACTICES: DESILTING BASINS, DIVERSION DITCHES, DOWNDRAINS, INLETS, OUTLET PROTECTION MEASURES AND OTHER PERMANENT WATER QUALITY AND SEDIMENT AND EROSION CONTROLS SHALL BE INSPECTED PRIOR TO OCTOBER 1ST OF EACH YEAR AND AFTER MAJOR RAINFALL EVENTS (MORE THAN )i INCH). REPAIRS AND REPLACEMENTS SHALL BE MADE AS NEEDED AND RECORDED IN THE MAINTENANCE LOG IN PERPETUITY. OPERATION AND MAINTENANCE, FUNDING: POST -CONSTRUCTION MANAGEMENT MEASURES ARE THE RESPONSIBILITY OF THE DEVELOPER UNTIL THE TRANSFER OF RESPECTIVE SITES TO HOME BUILDERS, INDIVIDUAL OWNERS, HOMEOWNERS ASSOCIATIONS, SCHOOL DISTRICTS OR LOCAL AGENCIES AND/OR GOVERNMENTS. AT THAT TIME, LIFE NEW OWNERS SHALL ASSUME RESPONSIBILITY FOR THEIR RESPECTIVE PORTIONS OF THE DEVELOPMENT CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT :ONTROL PLAN FOR: 2226 OXFORD AVENUE, CARDIFF,CA 92007 PETTIGREW RESIDENCE A.P.N. 261.073.32.00 CASE NO: N/A aaaaaam DRAWING NO. 13941-SG