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2013-11565 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING 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 DOUBLZ 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 1]4214:7_1 "210 d =K 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. 2. THE SOILS REPORT TITLED" LIMITED GEOTECHNICAL INVESTIGATION PROPOSED SINGLE - FAMILY RESIDENCE 1820 CREST DRIVE, ENCINITAS, CALIFORNIA 92024 PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. DATED MAR. 27, 2013 , PROJECT# 13- 1167F3 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 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 ENGINE�"R A t1GENS£D DAN SbRVEYOR. 7.'THE_CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 9F30RING, 4ND SHLLwBB ESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL StYfETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8.';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 ;N 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 /UR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11565 -G 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 RE 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. 1 CHANGE NO. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT WILLIE DENT AT (619) 980-3368,24 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 BMP /IMP 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 IMF /CMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2 % CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT ;S 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. 8. 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 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. A5- UlLT STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE- TO CONSTRUCTION ACTIVITIES 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 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PAN ELS /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 OFF -SITE 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. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER 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. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE S TORED MATERIAL S S HALL BE CO NTAINED 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 MWATER F T O 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. WASTE MANAGEMENT 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) 436 -4151. 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 OBI AINED 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 - (760) -633 -2770 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 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 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 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 WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5,750 SQ. FT. IMPERVIOUS AREA AFTER CONSTRUCTION: 10,070 SQ. FT. INCREASE IN IMPERVIOUS AREA: 4,320 SQ. FT. IMPERVIOUS AREA REPLACED: 5,750 SQ. FT. -COUNTY OF SAN DIEGO 3ARTMENT OF ENVIRONMENTAL HEALTH PUBLIC WORKS I PLANNING AND BUILDING OWNER WILLIAM J. AND VIRGINIA D. DENT 1820 CREST DRIVE ENCINITAS, CA. 92024 (619) 980 -3368 SITE ADDRESS 1820 CREST DRIVE ENCINITAS, CA. 92024 A.P.N.: 262- 041 -20 LEGAL DESCRIPTION PARCEL 2, PARCEL MAP No. 3696 OWNER'S CERTIFICATE WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. q DSO SCE 0 d4d� DATE: WILLIAM J- DATE: VIRGINIA D. DENT C�G1G°�DD 0�� A �o7 �7v �LJ�2o e m U 11 �LR1L c�1LSQ I� Z L VICINITY MAP N.T.S. SIT SOILS ENGINEER'S CERTIFICATE I, MAMADOU SALIOU DIALLO A REGISTERED CIVIL ENGINEER IN 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 WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON MARCH 27, 2013 AND FOR AN UPDATE - . 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, 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCO PORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: JY W Mt� ESS 1pN Q Ppp U S. 9l RCE NO.: 54071, GE NO. 2704 O EXP. DATE: 12.31 -13 No. GE 2704 ten-, EXP. 12 -31 -13 JOB #: 13- 1167F3 d'�,�FOIECHN�pP�P EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. OF CW, 10925 HARTLEY ROAD, SUITE "I" SANTEE, CALIFORNIA 92071 (619) 258 -7901 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. �-- Q�pF ESS /0 *. i,_�2.tal , L a:_ DATE: �//�113 ERICK L. RICCI, R.C.E. 32103 F- c� E RICCI, CIVIL ENGINEERING = N0. 32103 m 3103 FALCON STREET, SUITE J �� EXP.12_31 -14 SAN DIEGO, CALIFORNIA 92103 RCE EXPIRES: 12/31/14 (619) 296 -3183 Tg7fOF CALIF\ a EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON-SITE= 18% H: 22' V 4' MAXIMUM VERTICAL DEPTH OF CUT = 4' MAXIMUM VERTICAL DEPTH OF FILL = 4' CUT= 300 C.Y. FILL= 410 C.Y. IMPORT= 110 C.Y. REMEDIAL = $0 C.Y. ( I0 ' REMOVAL AND RECOMPACTION UNDER AND 1,0 'OUTSIDE OF BUILDING AREAS) PARKS AND RECREATION BMP PROJECT STATUS STANDARD SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT DATE SIGN DATE SIGN DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DENT RESIDENCE 11565 -G 1820 CREST DRIVE ENCINITAS, CA. 92024 A.P.N. 262 PLANING CASE NO: 12 -179 CDP SHEET 1 OF 3 D t` z z_= ry w w z� 5 wCO J z M V0M - J U ¢l N U �corn W M ER /Cf Z. R /CG RC.E, "�� L SIG N DATE DATE SIGN DATE N DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS E.R. T.T. E.R. sNEer 2 5 S 14 DESCRIPTION: _ CITY OF ENCINITAS. 2.5" BRASS DISK STAMPED ENC -39, LS 7322 LOCATION: TOP OF CURB AT NW QUADRANT BIRMINGHAM DR. & LAKE DR. RECORD FROM: ELEVATION: 323.983 DATUM: NAVD88 HORIZONTAL: VERTICAL: PLANS PREPARED UNDER SUPERVISION OF DATE: - Jf / &I /3 ^�� 4 .�° LJG off% R.C.E. NO.: 32103 ERICK L. RICCI EXP.: 12 -31 -14 �w BY' BY: ( MAHER, R.C.E. 42519 GLENN PRUIM, R.C.E. 51274 ENGINEERING /PUBLIC WORKS DIRECTOR DATE: 647-/3 DATE: 4-1,9-13 ? St/EE'T 2 /LT BMP PROJECT STATUS STANDARD SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT DATE SIGN DATE SIGN DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DENT RESIDENCE 11565 -G 1820 CREST DRIVE ENCINITAS, CA. 92024 A.P.N. 262 PLANING CASE NO: 12 -179 CDP SHEET 1 OF 3 D t` z z_= ry w w z� 5 wCO J z M V0M - J U ¢l N U �corn W M EASEMENT NOTES 1. A UTILITIES EASEMENT TO WM. G. KERCKHOFF COMPANY, RECORDED FEBRUARY 7, 1946 IN BOOK 2029, PAGE 378, OF OFFICIAL RECORDS, CANNOT BE PLOTTED FROM THE RECORD. 2. A PUBLIC UTILITIES EASEMENT TO SAN DIEGO GAS AND ELECTRIC COMPANY, RECORDED MARCH 9, 1954 IN BOOK 5164, PAGE 55, OF OFFICIAL RECORDS. CONCRETE SWALE CROSS SECTION 380- 375 - 370- 1/2" R (TYP.) 365- 360 - 355- SECTION nA -A) / To I \ 01UMV1 DRAIN rlrE I V EXISTING STRUCTURE (E) ----------- F_ CONTROLt. CONIC. LE This BIORETENTION SWALE to-bumWASRWATESYSMOSdIIIIIIIIIIIIII 21' NL CROSS SECTION) "BMP AREA TO BE PRIVATELY MAINTAINED to VAASW AND NOT TO BE MODIFIED WITHOUT CITY PERMIT" 4�_ 4 AP R X. LO Immmms of AmALINATTACHM PAGE X", EDGF� F. 12' _XIST. 12"AC k E AIN�� jvl�L FAL�gv p E ��_ vy -,, -y g 1>1 I __ I — ko w W '% I BIORETENTION WALE 7 u, EXIST. # -4 'y XIST. C; BIOHL I L 1216.55, 'o 24"If"I W.M. T-CONST. BMP I N 8gl, ll I - " I i '� I - '39" w POLE p w W, ARu R/W I OP SIGN 4 IGO . ...... J F 01AA Ex 111. (,1 �VC 3 4 v v 87'41'47" 57 DEEP ROOTED, DENSE, DROUGHT �20.00' R= TCH DL ko I'll - TOLERANT PLANTING SUITABLE CURB /-", ,, <-, "', _ 11 1 P-4 7� 103.532. PER ni L=30,61' C3 FOR WELL DRAINED SOIL R 60 P RETENTION AREA SHALL BE ^A LEVEL AND DEPRESSED A 5 rp APPROVED GRATE INLET 'I It MINIMUM OF 6" FROM THE i y �51 �YM 4" 2-3" HARDWOOD 'K SURROUNDING GRADE (57 7. AA RIP -RAP WE 'm - o)* w MULCH C .S PALi�_- INSTALL 6 FT. WIDE MIN. TYPE 2 soll RIP-RAP PER SDRSD D-40, USE G T. .37 0. 4 2 1W NO. 2 BACKING ROCK, 1.0 FT. THICK, 24" MIN. ENGINEERED SOIL *SEE NOTE BELOW OVER FILTER FABRIC BASKETBJL COUR (E) 0 .25 < 2 �IL 2-3" OF 3/8- GRAVEL tl oi 11 "6 i �% 1'. . - , � • q) R I ,, .1 W --- --- ;l'l P.V.C. REE. WALL lb i-I I Fl I PIPE RISER 0 I — 1I I 2-3" COVER OVER PIPE KU. WY 8�7 R1 I , "I I i T & 161 P�$ "SDI IZ MIN. 1=1 I I /m CAP, S I P I D �10 C lI_ ** SEE NOTE �ELEV. 359a'ON 3601 Nk_ BELOW 3/4' CRUSH ROCK 30' BUDG. I E. PROPOSED All Ft RESIDENCE sz RETI r—I ' III I :�FL= 11 1=1 1 4" PERFORATED PVC PIPE 089 ACRE I 24' PIN *PLACE PIPE WITH PERFORATION S Acokp) WALI_ "�P " 372.92 J/3.uu i a TO BE N t 1 3: " TIE 4" PERFORATED PVC THE 4-6" PVC PIPE TO AT THE INVERT* %E AHANO, f7.( /17J2 k 1'� EXIST. SEPTIC X TANK E REMOYED) STORMDRAlN SYSTEM APPROX. LOC. PIPE INTO RISER RLY '� t j t W_ , i: , . . " m -�P (TO 17 Avd�' �Ty.: - - i "BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL ABA E k - EC7-10.,V Z4 rMLM MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, I I, 1 SEPTIC I RIGHT 2'jM 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. 1�� 01 11 FORE DRAINS 12'PALMS 11 07r nit 6'x65' BIORETENTION SWA POST-CONST C BMP 30, **3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO POST-CONST BMP (SEE CROSS SECTION BLDG LR INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. M E T ft DRAIN PIPE Rc. 2. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON MIN ENCINITAS STORMWATER MANUAL CALCULATIONS, TYPICALLY, THE SURFACE AREA OF THE HEIGIff W�4" P, 9 L7, .1 BIORENTENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. �(4 PECIALIST Lz SETBACK �SEE�NOTQ iRIPZAP 11,'11,,"!� .... I. BLDG: R E 'V RETJ WALL GARAGE, �Lo _rY_ OG BIORETENTION DETAIL FOR IMP -ley& S LO 5 5 PE .5 AIA 4 4 6�6 4ED A"O F F 373 0 10 NOT TO SCALE 'PAD 372 3 �36150 ll, . AS PA : �)' I ", I, - '1� V i PAD'362 83 '. /, PAD, 36283 . . - —/I- I f�RVICE EXJS N ExiSf H FIRE DEPARTMENT NOTES 1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC: 503.2.1 TRIMMING AND PRUNING OF SURROUNDING TREES ALONG DRIVEWAY, BIRMINGHAM AND CREST DR. MAY BE REQUIRED. 2. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL-WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3 PROPOSED DRIVEWAY SHALL BE ABLE TO SUPPORT A FIRE APPARATUS OF 75,000 LBS. GRAPHIC SCALE 20 0 20 40 60 IN FEET 1 inch = 20 ft. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK RELOCATE PROP05EO NORrl-1 DRIVEWAY ON 44 SiI$ A41EIESCRIPTION: CITY OF ENCINITAS. CR667- DRIVE 70 31RA41A614AM DRIVE DISK STAMPED EN( /8\ 6RAOE A FLATAREA T&�qVACE LOCATION: TOP OF CURB AA AT NW QUADRANT BIRD AME"llovo IL104164E. & LAKE DR. - .43011.7 6=& �� / RECORD FROM: 1 0 1 JELEVATION: 323.983 DATUM: —IN -1 UIRE H 0 q�y Z. 477.. NOTE: NEW RESERV i 1 bLLrAGE PIT �g 9, FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS *> RENC SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND AN DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AI 4 C q' C. TUS 3w- hliklg� x z AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT 0 — „ 20' 1 �2` TREE'I, TL T H BE MODIFIED WITHOUT A PERMIT FROM THE CITY. w N 8938'14" W 238.27' SEE EASE. NOTE 2 w ARM UTCH (D L 41 IRCI FENCE W U) IE S S > 0 y < VI 0 LL 04 LI\ DO, 0- C9 A-1 KL9 w VA. LLA h�l LL 6�-1 ) � a,4 I - I N, Bi No. 32103 r7 EXP.12-3l-14 Cjv\\- i.s .6. or CAO DESIGNED BY: 1 DRAWN BY: 1 CHECKED BY: SCALE SPECIAL DISTRICT APPROVAL E.R. I T.T. I E.R. ENGINEERING DEPARTMENT APPR9,VALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING- NO. PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR: HORIZONTAL: 1 "=20' DATE: 0/7//3 BY: BY: DENT RESIDENCE ft&TAASIFI MAHER, R.C.E. 42519 GLENN PRUIM, R.C.E. 51274 1820 CREST DRIVE 11565 -G �7' C,�- C-.L R.C.E. NO. : 32103 ENGINEERING /PUBLIC WORKS DIRECTOR ENCINITAS, CA. 92024 VERTICAL: ERICK L. RICCI DATE: 4_17_/3 DATE: b -/f -/3 A_P_N_ 262 - 041 - 20 EXP.: 12-31-14 PLANING CASE NO: 12-179 CDP SHEET 2 OF 3 LEGEND SYMBOL PROPERTY LINE EXISTING CONTOUR 3TO ....... PROPOSED CONTOUR EXISTING ELEVATION 378.3 -380 FINISH GRADE 370.5 _G F. FILL SLOPE (2:1 MAX.) -375 CUT SLOPE (2:1 MAX.) -370 DAYLITE LINE RETAINING WALL SDRSD C-4 -365 BUILDING RETAINING WALL -360 DIRECTION OF FLOW CATCH BASIN -355 SECTION nA -A) / To I \ 01UMV1 DRAIN rlrE I V EXISTING STRUCTURE (E) ----------- F_ CONTROLt. CONIC. LE This BIORETENTION SWALE to-bumWASRWATESYSMOSdIIIIIIIIIIIIII 21' NL CROSS SECTION) "BMP AREA TO BE PRIVATELY MAINTAINED to VAASW AND NOT TO BE MODIFIED WITHOUT CITY PERMIT" 4�_ 4 AP R X. LO Immmms of AmALINATTACHM PAGE X", EDGF� F. 12' _XIST. 12"AC k E AIN�� jvl�L FAL�gv p E ��_ vy -,, -y g 1>1 I __ I — ko w W '% I BIORETENTION WALE 7 u, EXIST. # -4 'y XIST. C; BIOHL I L 1216.55, 'o 24"If"I W.M. T-CONST. BMP I N 8gl, ll I - " I i '� I - '39" w POLE p w W, ARu R/W I OP SIGN 4 IGO . ...... J F 01AA Ex 111. (,1 �VC 3 4 v v 87'41'47" 57 DEEP ROOTED, DENSE, DROUGHT �20.00' R= TCH DL ko I'll - TOLERANT PLANTING SUITABLE CURB /-", ,, <-, "', _ 11 1 P-4 7� 103.532. PER ni L=30,61' C3 FOR WELL DRAINED SOIL R 60 P RETENTION AREA SHALL BE ^A LEVEL AND DEPRESSED A 5 rp APPROVED GRATE INLET 'I It MINIMUM OF 6" FROM THE i y �51 �YM 4" 2-3" HARDWOOD 'K SURROUNDING GRADE (57 7. AA RIP -RAP WE 'm - o)* w MULCH C .S PALi�_- INSTALL 6 FT. WIDE MIN. TYPE 2 soll RIP-RAP PER SDRSD D-40, USE G T. .37 0. 4 2 1W NO. 2 BACKING ROCK, 1.0 FT. THICK, 24" MIN. ENGINEERED SOIL *SEE NOTE BELOW OVER FILTER FABRIC BASKETBJL COUR (E) 0 .25 < 2 �IL 2-3" OF 3/8- GRAVEL tl oi 11 "6 i �% 1'. . - , � • q) R I ,, .1 W --- --- ;l'l P.V.C. REE. WALL lb i-I I Fl I PIPE RISER 0 I — 1I I 2-3" COVER OVER PIPE KU. WY 8�7 R1 I , "I I i T & 161 P�$ "SDI IZ MIN. 1=1 I I /m CAP, S I P I D �10 C lI_ ** SEE NOTE �ELEV. 359a'ON 3601 Nk_ BELOW 3/4' CRUSH ROCK 30' BUDG. I E. PROPOSED All Ft RESIDENCE sz RETI r—I ' III I :�FL= 11 1=1 1 4" PERFORATED PVC PIPE 089 ACRE I 24' PIN *PLACE PIPE WITH PERFORATION S Acokp) WALI_ "�P " 372.92 J/3.uu i a TO BE N t 1 3: " TIE 4" PERFORATED PVC THE 4-6" PVC PIPE TO AT THE INVERT* %E AHANO, f7.( /17J2 k 1'� EXIST. SEPTIC X TANK E REMOYED) STORMDRAlN SYSTEM APPROX. LOC. PIPE INTO RISER RLY '� t j t W_ , i: , . . " m -�P (TO 17 Avd�' �Ty.: - - i "BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL ABA E k - EC7-10.,V Z4 rMLM MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, I I, 1 SEPTIC I RIGHT 2'jM 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. 1�� 01 11 FORE DRAINS 12'PALMS 11 07r nit 6'x65' BIORETENTION SWA POST-CONST C BMP 30, **3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO POST-CONST BMP (SEE CROSS SECTION BLDG LR INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. M E T ft DRAIN PIPE Rc. 2. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON MIN ENCINITAS STORMWATER MANUAL CALCULATIONS, TYPICALLY, THE SURFACE AREA OF THE HEIGIff W�4" P, 9 L7, .1 BIORENTENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. �(4 PECIALIST Lz SETBACK �SEE�NOTQ iRIPZAP 11,'11,,"!� .... I. BLDG: R E 'V RETJ WALL GARAGE, �Lo _rY_ OG BIORETENTION DETAIL FOR IMP -ley& S LO 5 5 PE .5 AIA 4 4 6�6 4ED A"O F F 373 0 10 NOT TO SCALE 'PAD 372 3 �36150 ll, . AS PA : �)' I ", I, - '1� V i PAD'362 83 '. /, PAD, 36283 . . - —/I- I f�RVICE EXJS N ExiSf H FIRE DEPARTMENT NOTES 1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC: 503.2.1 TRIMMING AND PRUNING OF SURROUNDING TREES ALONG DRIVEWAY, BIRMINGHAM AND CREST DR. MAY BE REQUIRED. 2. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL-WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3 PROPOSED DRIVEWAY SHALL BE ABLE TO SUPPORT A FIRE APPARATUS OF 75,000 LBS. GRAPHIC SCALE 20 0 20 40 60 IN FEET 1 inch = 20 ft. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK RELOCATE PROP05EO NORrl-1 DRIVEWAY ON 44 SiI$ A41EIESCRIPTION: CITY OF ENCINITAS. CR667- DRIVE 70 31RA41A614AM DRIVE DISK STAMPED EN( /8\ 6RAOE A FLATAREA T&�qVACE LOCATION: TOP OF CURB AA AT NW QUADRANT BIRD AME"llovo IL104164E. & LAKE DR. - .43011.7 6=& �� / RECORD FROM: 1 0 1 JELEVATION: 323.983 DATUM: —IN -1 UIRE H 0 q�y Z. 477.. NOTE: NEW RESERV i 1 bLLrAGE PIT �g 9, FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS *> RENC SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND AN DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AI 4 C q' C. TUS 3w- hliklg� x z AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT 0 — „ 20' 1 �2` TREE'I, TL T H BE MODIFIED WITHOUT A PERMIT FROM THE CITY. w N 8938'14" W 238.27' SEE EASE. NOTE 2 w ARM UTCH (D L 41 IRCI FENCE W U) IE S S > 0 y < VI 0 LL 04 LI\ DO, 0- C9 A-1 KL9 w VA. LLA h�l LL 6�-1 ) � a,4 I - I N, Bi No. 32103 r7 EXP.12-3l-14 Cjv\\- i.s .6. or CAO DESIGNED BY: 1 DRAWN BY: 1 CHECKED BY: SCALE SPECIAL DISTRICT APPROVAL E.R. I T.T. I E.R. ENGINEERING DEPARTMENT APPR9,VALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING- NO. PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR: HORIZONTAL: 1 "=20' DATE: 0/7//3 BY: BY: DENT RESIDENCE ft&TAASIFI MAHER, R.C.E. 42519 GLENN PRUIM, R.C.E. 51274 1820 CREST DRIVE 11565 -G �7' C,�- C-.L R.C.E. NO. : 32103 ENGINEERING /PUBLIC WORKS DIRECTOR ENCINITAS, CA. 92024 VERTICAL: ERICK L. RICCI DATE: 4_17_/3 DATE: b -/f -/3 A_P_N_ 262 - 041 - 20 EXP.: 12-31-14 PLANING CASE NO: 12-179 CDP SHEET 2 OF 3 LEGEND DESCRIPTION SYMBOL GRAVEL BAGS 000000 SILT FENCE --i STABILIZED CONSTRUCTION ENTRANCE a Q ' r F I III < 3. 1: —xA✓ P It v r EDG OF PAVING BIRMIN RA�VEL BAGS ' 3 iiiv S�\ 'N CURE LIh II — �t IPin W" s� _. SILT FENCE `3 STABILIZED CONSTRUCTION ENTRANCE DETAIL '1 t + � � s ppfPl BIRMIN RA�VEL BAGS ' 3 iiiv S�\ 'N CURE LIh II — �t IPin W" s� SILT FENCE `3 STABILIZED CONSTRUCTION ENTRANCE DETAIL I � s ppfPl — `—' _. ._.a N.T.S. / s of v F H. GRAPHIC SCALE No. 32103 � ^F t t`R b Fli.: I..R optic do wry EXP.12 -J1 -14 BASKETBAI L COURT rlj SPEED SIGN 4d I \ 4 'HAM ' DRIVE .. ......... _ ...._._.._, 1 r j E ° t ( IN FEET r i r t• J £ ........... I > R: CHANGE NO. DESCRIPTION APP OVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGiJED W I DRAWN BY: \\ u. ENGINEERING D PARTMENT APPROVALS D DRAWING NO. Fyn. t 3 't .S I l' c 1' t s Nt q u'jt'_ C A5- C9 LT 74-A0 DESCRIPTION: CITY OF ENCINITAS. 2.5" BRASS DISK STAMPED ENC-39, LS 7322 LOCATION: TOP OF CURB AT NW QUADRANT BIRMINGHAM DR. HORIZONTAL: 1 " =20' PLANS PREPARED / UNDER SUPERVISION OF DATE: 5��(o�Z3 BY: BY: fdc MAH R, R,C.E42519 GLENN PRUIM, R.C.E. 51274 GRADING PLAN FOR: DENT RESIDENCE 1820 CREST DRIVE 11565 G c° v r-I r ry &LAKE DR. RECORD FROM: VERTICAL: i A -ram .k�. ERICK L. ` C. R.C.E. NO. : 32103 RICCI 12 ENGINEERING /PUBLIC WORKS DIRECTOR DATE: G —�°� DATE: _ 6 �p�3 ENCINITAS, CA. 92024 A.P.N. 262 - 041 - 20 tt a t , A-25. 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. LAWN 11 13" WOOD LIh II — �t IPin s� SILT FENCE `3 STABILIZED CONSTRUCTION ENTRANCE DETAIL I � s 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. LAWN 11 13" WOOD E .i _1— ........... ^ice i ✓nH�` —.... —I > G k�CI.�E .JF'I�AL Iflv �a` ^.�. i �< c I': t '� \� f - r x .,1 \ �tit;,c JkV I X31 PIN \`; i f .4'I :'.NE' c \" f {s1.lY d;E� 4 f: I iz -\'i tM1, .. :.I 1 •k �,F,' r 1 �y.'f .. f,+ ri ,..v mot' 't i:'i -.. n^t\ d. f21855c. A 2cp�AU��v I x� PO_E i ,,a =t F P` .... -y i ._..__. t .7• . `'�� \ \;ih .' =,'t X. -i'.r € \:.C� t ? rya, D= 87`41'47" } l% �`s_ ��-r� y< ' ' R= 20.00' L-30.61' ; I k4s K.,.. +, �! £ I ! 3 . �.' q>,taa. �G ' '.. t ' 1 `S ` ` t r /' �`•^ o _ w F h ?:, \ ,yam .n. S " S tai 1�x _2 -:t .....\' PI�`iEi' ,i SPEED ..<4rsN t = n •�. l i i t] C v� i� 'tz d 4 t , S p , y C>! v� .., LLA ,r; ti...�%tX $ 6" ALM Ir r y l' A ei ...as°"`° ',., „ %f 3: 'i, ft"t /r �' € SPEED SIG" i .*..EPTiG -. 2C'^:, 5.;, a.'. t ' ..._.._...T`�......_>k..>- 3 // *�i70 kn -r; Gc nieTL}5 `u.. -I."-k f��✓, ,,} \ ri'= i'o- } ;t - .;."....._ Pj 3 x rt e b i , x /�' :S l'" - 8 A " l ,r +G. �r.tt: <• : ... , _,.y `. t...:....1 �„fz ,n V � } � .. 1 ° ...»� +°PR i�' l � Z [d' t t P INE I _ r � /£ � LM ik i-L — \ i I k .o C` y, Nit l X r 24� PALM i 4 Y v 731 ° r i t 2tw PALM r� x ; � r.r SILT `FENCE''? ;rP< 3 r �s �: % i ::,ti ,xf.,E... , .f,x,,,.. t/ .a v++' }}ri i�i�.,..:3i ?P -''t ", k g p it t i ' j/f ; . .'' f :'r :� _ r .wmz..... .�a .-It 4,,.V. 1 j( .,A -4�.. ..�..".. I $ I: Z t }.�'L t. ft 'PRA x Y' _ a S L 3: , j $ a I i ' . TT=�?viC1FV G,RsE1 •th '� t` }Fi,.�,.. T-E�_�r:a ,ii' t € rX ... mrk. c t t".: \ � ✓'x /1E f1.tt hf +' � �, � � PATIO (E) C L — R F a `tom r� d Z / =XiST ' -* tea j} - ACCtS iiRx'S R'UGIJRE' .,.,,,... 'r t ,rx 4 " �..... - -.. ,r ' °Q 1 y � 3 r .. ___. ~ z' FA VIVO N 89 °38'14" W 238.27' P, STABI��DNOrE / t J' CQNSTRUCTION €RON =ENC� + I ENTRANCE "s , J,il t _ I E I u711Ury 2. STAPLE WIRE FENCING TO THE POSTS. i /--�/ 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. FI L T' L, f'r!^ ))= 1;1'10' 2 " —Y COARSE AGGREGATE 8 11 MIN T PROFILE PUBLIC RIGHT- OF—WAY I EXIST. EDGE OF PAVEMENT PUBLIC RIGHT — EXISTING GROUND OF —WAY 50'MIN. EXIST. EDGE 12'MIN. OF PAVEMENT PLAN SEE CALTRANS PROVIDE APPROPRIATE TRANSITION STANDARD DWG. NO. BETWEEN STABILIZED CONSTRUCTION TC -1 FOR ADDTIONAL ENTRANCE AND EXISTING A.C. STREET INFORMATION 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 FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED C ED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTOR'S 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. WASTE MANAGEMENT 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 DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUNPSTER 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 I P D S OSED 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 OR ( ) DER DUMPSTERS CALL EDCO AT (760) 436 -4151. 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. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO 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 STABLILIZED' CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE. 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. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 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 UNNECESSARITY; 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. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND. GRADING ACTIVITIES ARE COMPLETE. LIh II — ESS /aN s� SILT FENCE �aF °�`G R'�� STABILIZED CONSTRUCTION ENTRANCE DETAIL GUY POLE ppfPl — `—' _. ._.a N.T.S. / s of v F H. GRAPHIC SCALE No. 32103 � 20 0 20 40 do wry EXP.12 -J1 -14 SPEED SIGN 'HAM ' DRIVE .. ......... _ ...._._.._, 1 r j E ° t ( IN FEET r i r t• J £ ........... I > CHANGE NO. DESCRIPTION APP OVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL E .i _1— ........... ^ice i ✓nH�` —.... —I > G k�CI.�E .JF'I�AL Iflv �a` ^.�. i �< c I': t '� \� f - r x .,1 \ �tit;,c JkV I X31 PIN \`; i f .4'I :'.NE' c \" f {s1.lY d;E� 4 f: I iz -\'i tM1, .. :.I 1 •k �,F,' r 1 �y.'f .. f,+ ri ,..v mot' 't i:'i -.. n^t\ d. f21855c. A 2cp�AU��v I x� PO_E i ,,a =t F P` .... -y i ._..__. t .7• . `'�� \ \;ih .' =,'t X. -i'.r € \:.C� t ? rya, D= 87`41'47" } l% �`s_ ��-r� y< ' ' R= 20.00' L-30.61' ; I k4s K.,.. +, �! £ I ! 3 . �.' q>,taa. �G ' '.. t ' 1 `S ` ` t r /' �`•^ o _ w F h ?:, \ ,yam .n. S " S tai 1�x _2 -:t .....\' PI�`iEi' ,i SPEED ..<4rsN t = n •�. l i i t] C v� i� 'tz d 4 t , S p , y C>! v� .., LLA ,r; ti...�%tX $ 6" ALM Ir r y l' A ei ...as°"`° ',., „ %f 3: 'i, ft"t /r �' € SPEED SIG" i .*..EPTiG -. 2C'^:, 5.;, a.'. t ' ..._.._...T`�......_>k..>- 3 // *�i70 kn -r; Gc nieTL}5 `u.. -I."-k f��✓, ,,} \ ri'= i'o- } ;t - .;."....._ Pj 3 x rt e b i , x /�' :S l'" - 8 A " l ,r +G. �r.tt: <• : ... , _,.y `. t...:....1 �„fz ,n V � } � .. 1 ° ...»� +°PR i�' l � Z [d' t t P INE I _ r � /£ � LM ik i-L — \ i I k .o C` y, Nit l X r 24� PALM i 4 Y v 731 ° r i t 2tw PALM r� x ; � r.r SILT `FENCE''? ;rP< 3 r �s �: % i ::,ti ,xf.,E... , .f,x,,,.. t/ .a v++' }}ri i�i�.,..:3i ?P -''t ", k g p it t i ' j/f ; . .'' f :'r :� _ r .wmz..... .�a .-It 4,,.V. 1 j( .,A -4�.. ..�..".. I $ I: Z t }.�'L t. ft 'PRA x Y' _ a S L 3: , j $ a I i ' . TT=�?viC1FV G,RsE1 •th '� t` }Fi,.�,.. T-E�_�r:a ,ii' t € rX ... mrk. c t t".: \ � ✓'x /1E f1.tt hf +' � �, � � PATIO (E) C L — R F a `tom r� d Z / =XiST ' -* tea j} - ACCtS iiRx'S R'UGIJRE' .,.,,,... 'r t ,rx 4 " �..... - -.. ,r ' °Q 1 y � 3 r .. ___. ~ z' FA VIVO N 89 °38'14" W 238.27' P, STABI��DNOrE / t J' CQNSTRUCTION €RON =ENC� + I ENTRANCE "s , J,il t _ I E I u711Ury 2. STAPLE WIRE FENCING TO THE POSTS. i /--�/ 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. FI L T' L, f'r!^ ))= 1;1'10' 2 " —Y COARSE AGGREGATE 8 11 MIN T PROFILE PUBLIC RIGHT- OF—WAY I EXIST. EDGE OF PAVEMENT PUBLIC RIGHT — EXISTING GROUND OF —WAY 50'MIN. EXIST. EDGE 12'MIN. OF PAVEMENT PLAN SEE CALTRANS PROVIDE APPROPRIATE TRANSITION STANDARD DWG. NO. BETWEEN STABILIZED CONSTRUCTION TC -1 FOR ADDTIONAL ENTRANCE AND EXISTING A.C. STREET INFORMATION 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 FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED C ED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTOR'S 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. WASTE MANAGEMENT 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 DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUNPSTER 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 I P D S OSED 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 OR ( ) DER DUMPSTERS CALL EDCO AT (760) 436 -4151. 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. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO 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 STABLILIZED' CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE. 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. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 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 UNNECESSARITY; 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. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND. GRADING ACTIVITIES ARE COMPLETE. z� 0: w LF z z _ w� U M - J U LL N �oO1 L Co LIh II — ESS /aN WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SILT FENCE �aF °�`G R'�� STABILIZED CONSTRUCTION ENTRANCE DETAIL y — `—' N.T.S. GRAPHIC SCALE No. 32103 � 20 0 20 40 60 wry EXP.12 -J1 -14 .sfgTf I AL F� \P OF ( IN FEET 1 inch = 20 ft. CHANGE NO. DESCRIPTION APP OVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGiJED BY: I DRAWN BY: CHECKED BY: ENGINEERING D PARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. E.R. T.T. E.R. A5- C9 LT 74-A0 DESCRIPTION: CITY OF ENCINITAS. 2.5" BRASS DISK STAMPED ENC-39, LS 7322 LOCATION: TOP OF CURB AT NW QUADRANT BIRMINGHAM DR. HORIZONTAL: 1 " =20' PLANS PREPARED / UNDER SUPERVISION OF DATE: 5��(o�Z3 BY: BY: fdc MAH R, R,C.E42519 GLENN PRUIM, R.C.E. 51274 GRADING PLAN FOR: DENT RESIDENCE 1820 CREST DRIVE 11565 G &LAKE DR. RECORD FROM: VERTICAL: i A -ram .k�. ERICK L. ` C. R.C.E. NO. : 32103 RICCI 12 ENGINEERING /PUBLIC WORKS DIRECTOR DATE: G —�°� DATE: _ 6 �p�3 ENCINITAS, CA. 92024 A.P.N. 262 - 041 - 20 ELEVATION: 323.983 DATUM: NAVD88 EXP.: -31 -14 PLANING CASE NO: 12 -179 CDP SHEET 3 OF 3 z� 0: w LF z z _ w� U M - J U LL N �oO1 L Co