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2015-12540 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 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. UnLITY 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 CHANCES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVES77GATION FOR PROPOSED ADDITION /REMODEL AT 746 DEVONSHIRE DRIVE, ENCINITAS, CALIFORNIA" PREPARED BY ADVANCED GEOTECHNICAL SOLUTIONS, INC. DATED JUNE 16, 2015 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 OFFSI7E 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. 8. GRADING AND EQUIPMENT OPERA77NG WITHIN ONE -HALF (112) 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 UN77L A PRE - CONSTRUCTION MEE77NG HAS BEEN HELD ONSTE 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 "AS GRADED CERTIFICA77ON" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 12540 -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 CER77FIES 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 OBSERVA77ONS 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 UN77L SUCH 77ME 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 OBJEC7IONABLE 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 LOCA71ON 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 CITYS 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. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1-6 H : 1.0 V MAXIMUM VERTICAL DEPTH OF CUT = MAXIMUM VERTICAL DEPTH OF FILL = IN FT CUT = 200 C. Y. FILL = 0 C. Y EXPORT = 200 C. Y. REMEDIAL = 335 C. Y. * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPAC77ON DEPTHS, IMPERVIOUS AREA ` IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 56' SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: G QFT INCREASE IN IMPERVIOUS AREA: 005 SOFT IMPERVIOUS AREA REPLACED: LV07 SOFT , PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fs 858.259.4812 1 plaaengineering,com EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT EMILY SCHEERER AT (619)291 -2229, 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 OC T OBE R 1 AT CON V ENIENT LOCATIONS TO F ACILITATE 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 PR07ECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION SMPAMP 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 HANDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE 'DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP 5. DRIVEWAYS SHALL HAVE A MINIMUM 29 CROSS SLOPE TOWARD THE IMP 18MP 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 PRAC77CE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE 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 BIND 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 774AT 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. 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 EXIS77NG 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 - ENCINITAS WASTEWATER DISTRICT- 760 - 753 -5018 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 COMMUNICAT70NS- (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. POST­ CONSTRUC77ON BMP NOTE. 1. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. AS BUILT I R.C.E. NO. 71651 EXP. 12 -31 -19 STORMWATER POLLUTION CONTROL SMP 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 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 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 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. 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 INFORMA7ON 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. OWNER'S CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES. ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I 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. l SIGNATURE: DATE: /681_I_( TIMOTHY B L OR LOUIS SCOTTI FOR FMRE LLC 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 REGULA7ONS 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. QROf ESS /pA, CFO �C qPl SIGNATURE: DATE: I ®C -Ili hc� MAEL OD Fy BRIAN M. ARDOLINO RCE No. 71651 PASCO LARET SUITER & ASSOCIATES z z 535 N. COAST HIGHWAY 101 w ° No. 71651 o m RCE EXPIRES 2-31 9074 Exp. 12/31/17/ OWNERIPERM17ME FMRE, LLC 3351 INDIA STREET SAN DIEGO, CA 92103 (619)291-2229 SITE ADDRESS A.P.N.: 746 DEVONSHIRE DRIVE 258- 234 -41 ENCINITAS, CA 92024 ZONING REOUIREMENTS R -5 LEGAL DESCRIPTION ALL OF THE NORTH HALF OF LOT 8 IN BLOCK "B" OF ENCINITAS HIGHLANDS, ACCORDING TO MAP THEREOF NO. 2141, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 4, 1928. TOPOGRAPHY PASCO LARET SUI7ER & ASSOCIATES PH 619 -259 -8212 DATE OF SURVEY. APRIL 9, 2015 RER EZA ST W x -5 J S4,NTA FE 01VI PACIFIC OCEAN SOILS ENGINEER'S CERTIFICATE VICINITY MAP NTS 1, JEFFEREY A, CHANEY 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 MAY 22, 2015 AND FOR AN UPDATE ON N/A 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 REWEWXQ THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FO T P HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: QROFES3�0 JE R A. CHANNY - __- gY A. C Vq( RCE NO.: 46544 if 1314 �Q�O y9m F� w� No. 2314 '� m EXP. DATE: 6 -30 -17 c C� v Zm JOB #: 1505 -04 s�q O CNNYGP # OFCAUFO��'\P ADVANCED GEOTECHNICAL SOLUTIONS, INC. 9707 WAPLES STREET, SUITE 150 SAN DIEGO, CA 92121 PROJECT NO. 1505- 04 -8-2 PHONE. (619)867 -0487 LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY LINE LOT LINE EASEMENT LINE -- - -- - RECIPROCAL ACCESS ,. PCC PAVEMENT PERMANENT BMP AREA POROUS PAVERS PERMEABLE PAVERS IN ROW AC PAVEMENT CENTERLINE OF ROAD 55 CONTOUR LINE - - - - - - EXISTING CONTOUR LINE -- FLOWLINE - SETBACKS - -i I- STORM DRAIN INLET STORM DRAIN S SEWER LATERAL PER LWD S -17 & S -25 VJ WATER SERVICE PER WS -09 & WC -17 FS FINISHED SURFACE FG FINISHED GRADE FL FLOW LINE FF FINSHED FLOOR GF GARAGE FINISHED FLOOR FIRE NOTES. 1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.21 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 3. FIRE APPARATUS ROADWAY GRADES EXCEEDING 159 ON FIRE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. MINIMAL MITICA77ON SHALL BE A SURFACE OR PORTLAND CEMENT CONCRETE .(PCC), WITH A DEEP BROOM FINISH PERPENDICULAR TO THE EN71RE DIREC7INON OF TRAVEL, OR EQUIVALENT, TO ENHANCE TRACTION THE EN77RE LENGTH OF THE GRADE. BMP STATUS: STANDARD PROJECT I ENCINITAS FIRE PROTECTION DIST. I SAN DIEGUITO WATER DISTRICT I ENCINITAS PARKS & RECREATION DEPT. I ENCINITAS FIELD OPERATIONS REVIEWE BY z� 5 DATE: / '/ a� DA TE. 1.l REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BMA BY DRVy BY CHECKED 6Y ENGINEERING DIVISION APPROV S CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. BMA VY BMA pMP I- W40i1DW M 4 Iq I CITY OF ENCINITAS CONTROL POINT NO. 1048 P S PREPARED UNDER THE SUPERVISION OF REVIEWED BY.'S0 RADING PLAN FOR: 2 A9 TSu1LT ? CE �. 2- �I ELEVA77ONS SHOWN HERON ARE BASED ON IE - D BY. �� - / -- 746 DEVONSHIRE DRIVE 12540 -G THE CITY OF ENCINITAS CONTROL POINT 1048 HORIZONAL i Y ` DATE: I (o'� �' ^� PER RECORD OF SURVEY NO. 18416, j R.C.E. NO.: 71651 MASIH MAHER GLENN PROM ELEVATION: 173.376' VERTICAL `lA"', 4 , 12oICP DIRECTOR OF PUBLIC WORKS ENCINITAS, CALIFORNIA 92024 DATE: BRIAN M. ARDOLINO EXP.: 12 -31 -1Z 2 DATUM: NAVD88 ELEV.: 173.376" � DATE: �/ I / 1 �o DATE: � �L 15 -135 CDP A.P.N. 258 - 234 -41 SHEET 1 OF 3 PLSA 2347 OWNER TO MAINTAIN PERVIOUS , PAVERS IN ACCORDANCE W/ ENCROACHMENT MAINTENANCE & ` ��, REMOVAL COVENANT DOC._ M0347Y 1\ ® a hr -r��G c,�«�ecrtTrFrr -� I �, V�� FOUND 1 "'IR01� � � 4 I RECORDED ON 4ETM51c CS= 181.40N l PIPE DIV. HWYS (LET Wki - 77 -' PROTECT IN.PLACE a p _ SDRSD C 1 TY PEA i \ \ ✓ - , a • i /' \ , LANDSCAPE 1814 £ .20' ` • GRAVITY WALL FL 1861 FL 184.97 `, <\ T 1820 TO 179 _i�t9.. -, - N 8& 743 " -E - - -- -- - - -- -- = - - -- IE 1810 134:88' 7E f80.4 !tE 176 9 VV T. > 6.5°d > . -> > > >` > > >l G 175. �.- 18 X i8 RIPRAP J p� �i AJtiR 1'' ^' G ..81�T =; 4" PV 6.5% 4" ``�,,C 4.� 4" PVG ,,,3 43 7 ?'3� w W/ 6" HEADWALL L�1 1 O �\ - . , I �1 + o� N TG 182 9 ~., _. L t , I HT FETISH �� > FG 181.7E h \ IE 181. -- - -�; -- �- -t � `�.� .'.'.' 69116 PCC CURB i .: x; 1)1 1- 184.2 OPOSED PRIVATELY MAINTAINED y v TW 169.0 cues aw "r FL. 182.0 IE 183.2 PROPOSED LIMIT v rc-;I .$ ` " 73 821 " ; OF ADDITION REIENTION BMP ARFA NOT TO { u,� , ( , (L:L 167.7) FL 16 MODIFIED WITHOUT PERMISSI N i 5 SHED--. " TG 174 0 FL 186.38 FS REMOVE E71. � DOWNSPOUT LOCATIONS FROM THE C I W � Q, ST NE AND SLAB CONNECTED TO S17E Z �4 -- " Y ( ) FG 7 i ( DISTRICT TO UPGRADE TO 1 \� � p 77 J. �rs4 DRAINAGE (TYP) 1494p MIN LL, ' `m TW 1675 COPPER AND DUAL METER ` '• -1 IM ayci1}. = =V8r -- REMOVE EX r._. __.- -° ^81.`3l' // F1 1670 PER WAS WS-09, WC -17 -U 11 REMOVE EX. TREE FENCE rl� -`• LA h,1Nt HOUSE /� fG 17.0 AT OWNER'S EXPENSE. r� REMOVE EX. �` _ d FS 182.1 GS = 18:.88' „ 2� RETAINING WALL j (UEMOLi6tlEb A'Nn mp ONk f 1 ' ° FL > FS 1821 PROPOSED RESIDENCE '` / ' 25�gpCK FS 167.7 REMOVE EX. , )`WD j f �- 4 - • REMOVE EX. (ONE STORY ADDITION) j SIDEWALK PAD =181.7 / r F5 168.6 2q) CONCRETE FS 182.1 "�, " 1l �. (EL i67�4) FF =182.2 6 HANNE% EW =786 16 \� U L 1 _ _ STAIRS .. ) 167.7 Fs -1 L 7 - -- =Fee 1 !77.7L- '1RA = �� - FS 1 0 / SNi 176.1 C ' , t TG= 71.3` 1E 0. f ' ^ FG181.7 / �.� I,� s 167.2 c_1u2 l;- 1720 i `'� rn '° FL 166.7 FG 181.7 FG 18L . REMOVE EX. 7,3'r., ° > o / ♦ 18 . CONCRETE - , FS r E 69 1•_.. PROPOSED PRIVATELY MAINTAINED PRD QQSED " - - - ES 181 , .TG`!81 - _STAIRS BIORETENTION BMP AREA NOT TO z� ^ DETAC EA TWO RET WALL -.. CAR ' l 171 `- 70 ;, BE MODIFIED W1 /OUT PERMISSION GARAGE TO REMAIN I__ . - -_. PA181.5 FROM THE CITY (38 SF MIN) FL 1 On - FF- 8."D LL - r n ._..a., J <_r''_ °° '.a� -1 4 < BW 16�© _Q1�41�L3LNf Pi ETC W - \ _� �� FS�1'71 _ - CuRY GALE FL 186.76 ^ - _ ` & 2 TW 1670 SHEDS FL 166.5 -� [I FSid2° SDRSD C-1 fi - - p L E B FOUND LEAD & GRAVITY WALL , ) , .2' DISC LS 7844: 87 - - - , 3 ( , ' "•t PROTECT IN PLACE _ �._ .. .�.:.: .- , - -- - -- - - -. a . 151.44' DOWNSPOUT LOCATIO TG 1838 S$9 5505 "W REMOVE DL F5 181.3 FS 180.8 180.0 TW 176.0 a 1 3 17 .5 ` CONNECTEDr` TO S IE 182.8 TREES ASPHALT DRNEWAY BW 1779 RETAINING W BW' 174.6 BW , l , .8 " rBIV '170:5'I REMOVE EX. DRAINAGE TYP 7 �� =1 °2. y ( ) r 10 iUIJ�R (j�o�K �� NG 4 IF 167 ¢ 6.52 � \ - - - to (HEAVY BROOM 18'k 111 IIi � 3` FOUND 3/4 � I FOUNU 1 IRON ( -�- WA L w/ 1." H6AD(JALL/ ' IRON PIPE f L - -- FINISH) PR fV PIPE DIV. HWYS -- - -� - OTECT IN PLACE ' PROTECT IN PLACE t a, Ai 258 -254 3 ^,r 10 5 0 10 20 30 16' GRADING NOTES: 1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. 2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27 4. DRIVEWAY STEEPER THAN 209. SHALL BE BENCHED PER GEOTECHNICAL ENGINEER'S RECOMMENDATION. MONUMENT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. NOTES TO CONTRACTOR: UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. EXISTING OVERHEAD UTILITY SERVICE LINES TO BE REINSTALLED UNDERGROUND. CONTRACTOR TO COORDINATE WITH SDWD INSPECTOR FOR INSTALLATION OF PROPOSED WATER METER AT RIGHT -OF -WAY. WATER METER TO BE FIELD LOCATED WITH RESPECT TO EXISTING & PROPOSED HARDSCAPE, UTILITIES, ETC. SPECIAL BMP INSPECTION NOTES: PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: 1. BASIN EXCAVATION 2. PLACEMENT OF PERFORATED PERFORATED PIPE, RISER PIPE, OUTLET PIPE, ETC. 3. PLACEMENT OF GRAVEL LAYER 4. PLACEMENT OF ENGINEERED SOIL LAYER 5. FINAL BASIN GRADING 6. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED 12 X16" CONCRETE 12 "X16' CONCRETE RIBBON AT EDGE OF I RIBBON AT EDGE OF PERMEABLE PAVERS 27 PERMEABLE PAVERS EX. RETAINING - : 0 0 :: o WALL 4" BASE COURSE LAYER o 0 0 o C�D o C7 CD 0 0 1 12 "`TO 1" AGGREGATE PERMEABLE PAVERS ORCO FILL OPENINGS IN AQUA -ERIC OR APPROVED EQUAL ; PAVER UNITS WITH %" 12" SUB BASE COURSE LAYER TO 3/" AGGREGATE I 112" TO 3' ANGULAR ROCK 2 BEDDING COURSE LAYER 1/4" TO 3/8" A SECTION B -B DETAIL GGREGATE NOT TO SCALE ROW ** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12' BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED 48.5' t &iSED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 49 OF THE IMPERVIOUS AREA SECT ON A A DETAIL DRAINING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE NOT TO SCALE 1 BASIN TO BE PLANTED AND IRRIGATED SUFFICIENTLY TO SUSTAIN GROWTH RIP RAP PER ' 1 BIORET ENTION AREA DETAIL CUTOFF WALL 6" SDRSD D -40 1 32, NOT TO SCALE - 2 PVC PIPE � � � BIORETENTEON AREA; ?09' OR �'••� PER PLAN ITT SEE DET THIS SHTT, a a GRFA7,cR CONCRETE DRIVEWAY cUT 5' 2't 29 29 29 ----- - - - - -- -- - ---- --------= I I - - - - -- - - - -- - - - - -- CURB ROFESS /0 " 1'; ° ---- - - - - -� & SIDEWALK Q SDRSD C -9 TYPE A On HT FLUSH 6" im ���OGH L9PO� GRAVITY RETAINING X 16" PCC CURB GRA®IiVG PLAN Ir z z PER PLAN INSTALL PERVIOUS PAVERS AS BUILT SCALE: I'_-10' 10� _ BY OR s0 ® GRAPHIC SCALE IN FEET ITY APPROV�DAEQUlV.) SECTION D -D DETAIL SECTION E -E� ANCHOR WALLS /BENCHING DETAIL STgT CIVIC �\P NOT TO SCALE F NOT TO SCALE DEVONSHIRE DRIVE TYPICAL SECTION R C�E. N x71691 NO pA-IE OF CAt�F SCALE: 1`---5' . EXP• 12 -31- l9 2' HARDWOOD MULCH/ DROUGHT TOLERANT GRASS COVER OR CITY PLANTS (fl P.) APPROVED EQUIVALENT �'� SDRSD C -1 RETAINING WALL 6 6"X24" 29 �II�I f I V BW =170.3 CHECK DAM _ (DEEPEN AS NECESSARY 4 TW =173.5 FG =170.4 TO STABILIZE) 6'X24" INSTALL LARGE COBBLE VEGETATION { 18 "•IAYER ENGINEERED SOIL "; CHECK DAM ON OVERFLOW EDGES TO ENSURE ES , SEE NOTE BELOW =III =III =III FG 1697 (DEEPEN AS NECESSARY EROSION DOES NOT OCCUR TO THE III - I III -III TO STABILIZE) SATISFACTION OF THE CITY INSPECTOR I (_III =III ' AND ENGINEER OF WORK 2 EA OF =III =III =III -III I III =) 168.5 " GI VEL 4, 1-111-11 , . 1 TAYER IF= 167.6 : III III IIIIIII T III II OF 3/4' 1 �, I I III SEE NOTE BELOW x * BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 59 CLAY CONTENT. THE MIX SHALL CONTAIN 50 -6 9 SAND, 20 -309 COMPOST OR HARDWOORD MULCH, AND 20 -309 TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. 16' GRADING NOTES: 1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. 2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE- FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27 4. DRIVEWAY STEEPER THAN 209. SHALL BE BENCHED PER GEOTECHNICAL ENGINEER'S RECOMMENDATION. MONUMENT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. NOTES TO CONTRACTOR: UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. EXISTING OVERHEAD UTILITY SERVICE LINES TO BE REINSTALLED UNDERGROUND. CONTRACTOR TO COORDINATE WITH SDWD INSPECTOR FOR INSTALLATION OF PROPOSED WATER METER AT RIGHT -OF -WAY. WATER METER TO BE FIELD LOCATED WITH RESPECT TO EXISTING & PROPOSED HARDSCAPE, UTILITIES, ETC. SPECIAL BMP INSPECTION NOTES: PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: 1. BASIN EXCAVATION 2. PLACEMENT OF PERFORATED PERFORATED PIPE, RISER PIPE, OUTLET PIPE, ETC. 3. PLACEMENT OF GRAVEL LAYER 4. PLACEMENT OF ENGINEERED SOIL LAYER 5. FINAL BASIN GRADING 6. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED 12 X16" CONCRETE 12 "X16' CONCRETE RIBBON AT EDGE OF I RIBBON AT EDGE OF PERMEABLE PAVERS 27 PERMEABLE PAVERS EX. RETAINING - : 0 0 :: o WALL 4" BASE COURSE LAYER o 0 0 o C�D o C7 CD 0 0 1 12 "`TO 1" AGGREGATE PERMEABLE PAVERS ORCO FILL OPENINGS IN AQUA -ERIC OR APPROVED EQUAL ; PAVER UNITS WITH %" 12" SUB BASE COURSE LAYER TO 3/" AGGREGATE I 112" TO 3' ANGULAR ROCK 2 BEDDING COURSE LAYER 1/4" TO 3/8" A SECTION B -B DETAIL GGREGATE NOT TO SCALE ROW ** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12' BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED 48.5' t &iSED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 49 OF THE IMPERVIOUS AREA SECT ON A A DETAIL DRAINING TO IT. ALL BIORETENTION PLANTERS TO BE DEPRESSED AT LEAST 6" BELOW ADJACENT FINISHED SURFACE NOT TO SCALE 1 BASIN TO BE PLANTED AND IRRIGATED SUFFICIENTLY TO SUSTAIN GROWTH RIP RAP PER ' 1 BIORET ENTION AREA DETAIL CUTOFF WALL 6" SDRSD D -40 1 32, NOT TO SCALE - 2 PVC PIPE � � � BIORETENTEON AREA; ?09' OR �'••� PER PLAN ITT SEE DET THIS SHTT, a a GRFA7,cR CONCRETE DRIVEWAY cUT 5' 2't 29 29 29 ----- - - - - -- -- - ---- --------= I I - - - - -- - - - -- - - - - -- CURB ROFESS /0 " 1'; ° ---- - - - - -� & SIDEWALK Q SDRSD C -9 TYPE A On HT FLUSH 6" im ���OGH L9PO� GRAVITY RETAINING X 16" PCC CURB Ir z z PER PLAN INSTALL PERVIOUS PAVERS AS BUILT M No. 71651 o m 10� _ BY OR Exp. 12/31/17 �' ITY APPROV�DAEQUlV.) SECTION D -D DETAIL SECTION E -E� ANCHOR WALLS /BENCHING DETAIL STgT CIVIC �\P NOT TO SCALE F NOT TO SCALE DEVONSHIRE DRIVE TYPICAL SECTION R C�E. N x71691 NO pA-IE OF CAt�F SCALE: 1`---5' . EXP• 12 -31- l9 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLA G & BUILDING oESBMA BY oRVwN BY CHECKED BY ENGINEERING DIVISION APPROV LS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. BMP myli iQ d 14 I b CITY OF ENCINITAS CONTROL POINT NO. 1048 P S P ABED UNDER THE SUPERVISION OF REVIEWED BY.' GRADING PLAN FOR: ilh I T `� G CLM - y'1 ELEVATIONS SHOWN HERON ARE BASED ON yORIZONAL 1' =10' E� /_�A_'/ /4✓I. AA j. THE CITY OF ENCINITAS CONTROL POINT 1048 DATE: 746 DEVONSHIRE DRIVE 12540 -G PER RECORD OF SURVEY NO. 18416, /_ R.C.E. NO.: 71651 MASIH MAHER GLENN PRUIM PUBLIC ENCINITAS, CALIFORNIA 92024 ELEVATION: 173.376' VERTICAL NIA 'c r �'1 � DIRECTOR OF PUBLIC WORKS AD TE: BRIAN M. ARDOLINO EXP.: 12 -31 -17 21111 2 DATUM: NAVD88 ELEV: 173.376" DATE: DATE: 15 -135 CDP A.P.N. 258 - 234 -41 SHEET 2 OF 3 PLSA 2347 HYDROSEED NOTES I 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA A. THREE FEET OR MORE IN HEIGHT iN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CiTY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 1 ` \ \ i\ n ,s \ , J. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: �., \ j y LEGEND A. SEED MIX SHALL CONSIST OF NO LESS THAN, \� 1. 20 LBS PER ACRE OF ROSE CLOVER SILT FENCE PER I - - ADJACENT LINE 1'{ _ __ A 2. 20 LBS PER ACRE OF ZORRO FESCUE ST D DETAIq , bNO r 17PONii \ �, ANQAR 5 = „ -, s _ _ ___. ENT PROPERTY LINE J. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA fi�sd 1F 1:54 - ` >i 1 1 e� 7P 1`Y. % t lE 3 LBS PER ACRE OF ACHILLEA MILLEFOLIA ter.? vS _ 151.77 i:CrE 1 th 4'CAC \ ,i - A �`, ��, - OF SNOW) A ,,, CENTERLINE OF ROD 5 3 LBS PER ACRE OF ALYSSUM (CARPET OW) ,/ ��` 1 �F / -7. RSts i. 7 "7i'. t. �'` - - PROPOSED EASEMENT 0' y �, + 03RAViT `r �V O �V 6. 112 L aA CA. r` r, 1 rL a 4.57 `., GS =18a.8F «a ^ r aF =_ - - B PER ACRE OF THIS HO _ .8b.7� ;.> ,55:, ` �, A , �� . A -- - -- - PROPOSED SETBACKS 7. ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS A _.0 4,'t IJ S fG� , 1. �'_ "t - --- - - -.__ __- _ '• - --_ �,. = -7- -- - - - -- FU.,i ,' E :,::.9 y + �� -� r.b -- \ \ IS NOT VISIBLE FROM EITHER A PUBLIC -- #89743 -f - - i X34.86' WHERE THE AREA BEING HYDROSEEDED y . i[[ .LJL.. IF a 1 / �l ESIDEN77AL STRUCTURES. .J /O ." -% -i i ..AI .' ,{ �/ �5: A A t. f676 p{ r .: f itlA .� - - {- 4 _ - -- __ __ .__ - - _ �,� -z s r,ti- __ PROPOSED CONSTRUCTION 8. TEMEA OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING 68 If V 4' PVC 6. >i g t '; a° 4° _ JC _ . � �, h..A ; % \ ENTRANCE PER DETAIL THiS SHEET BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE r. s S2- sr� 3� 8.., c, a ,- c - R ,F f)N "ti? , , HYROSEEDING. r F 181.71'. , �� E 81. - - - - - - - - - _.- / „ V „ y7- fr USH PROPOSED SANDBAG BERM 9 _ ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED - - y._ _. , Z4 ^ -r'�� I �, b' "k'6 uC7R;tt CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE 7G IS4,7 P1 r PQ� R.v , PROPOSED SILT FENCE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. IF I .� ?PC.1JSt„ «fal- rr,S " ' rE' '' ` -� -i �„ ; 1 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED +P� 2 , _ >,. ��.� I _., IC} 1ts� n �t hr x : rtt'r'!1: "J -t7 P1YI, ARt F4 V ?/ r+ i , L t5 /_ IL -- D,,:T=C)• I u' 3 SLURRY AT THE DISCRETION OF THE CONTRACTOR. / zr lirl0t`s i ✓VIT G'i�T ' !{� 'G'. „ ...I i 'AEI¢ �F. CX. SHr -(�' i I)il btlt7Jr�o�l A ,"G �1J?v S; i u i, E !`r T ' .1 `/1��', O � r,,, 1 1 ' „� A B. TYPE 1 MULCH APPLIED AT THE R4TE OF NO LESS THAN 2,000 LBS PER ACRE. i1; h.� ': :l t.`.,.'7 ,.i i'. A14trt .`TAR iii'1t_!1TEr) rJ i + }' i c P" .1E. yd J.�. tT� �:' F i 'f h ' fT 17 •J = , . TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY F,'gffVAr,E ( P1 `tn w 570 I i APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE EAT O E t X. - % 9'' 164 SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE I� R-MCVE k. ,RLr_ \�Gt. s .,,,:lU+, 0u'S ,I5. v /.Q A SOIL. SILT FENCE PER �'„ �t \_ r; F` 1ci2, =' I "' (!: F?(` ' ± i C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% STANDARD DETAIL .. RFVOVL EX. 1'' C,> 1.188' / 18.1 +�� ' �` t lff SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. YAr1� R�tA(1, r'i� WAN 1 � + '_.., f f v 1 1 r % 1; 1 'CONSTRUCTION ENTRANCE "' ,- -.. r C;; ,,, nrsJ�'nSL -,D RES110t_I�sG'C. ,:,:,; . ` :1. ,b.,.. - j F. x' ° PER DETAIL THIS SHE 2= ° 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY. 1 1 / ,v APO ✓ Y a r n -- GFAy!4l /F I-.Y. TONE -,,�i! ADDI;70'1,7 , r t;, car , 77 l a� �� e. _ = .. / , ,, , +- .,;JENIAt_If I ,�' t ^ 'ern �" i 57.? COAICR�G' % 81, 7 FS 18X, \ _``t� "% F; 117 4 A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF. GRAVEL BAG INLET '(- 2.2 1. TRACK WALKING SLOPES STEEPER THAN 6:1. At4S =Fm - - ' PROTECTION PER DETAIL 1 2: g.. PrC +in ?77.15- I 7 i 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE 4. ^ I I I 1 `.7 ° EP;ITRY EN/ '76 10 `.,� iiF6.7 IF I �Fi 18 „ _ F ,� , t,2 „, 5 <,t �., F4 , C ?.� B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: !n h. _.. cC tg1 FC 181 7 . ,.. I ;r, s/xg: s Fr. 1667 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT o _ 85,2 3` 18 ,C GFF,' O' y i i ° h .V 2 III' i t; 'F lt,;,!i.. �T. �yi J Y 1` g iI pW r i`E( - e 8 ` 2. THE UADDITION EOF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR ^ DE t AO & I t "JG / ` + COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. i AL 18 ?•8 Q) t F. 137. 5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE ,,,.r {.�. . _ , EF i - p = a Pf S, i PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE 0.Y;,. r� *'- '•�J "4p � ° ' `•� �\ +� , L ILL 6 1 t n LANDSCAPING, N77L THE PROJECT IS COMPLETED AND ALL SECURITY , ? b 1 FS- 7 r^ fi PERMANENT N0 U _ hL4 bE E � r 91 P � i + TW o: D RELEASED. SHEDS s P 1P k a i -- � � a �� � � f` ADJACENT PROPERTY DISTURBANCE NOTE fir,. a ,.�aa. RA0 Y o41;,_f UNt) c�P1i' a i i � - + � - - - - -D= '..,: >�, ���;*�` �` ,�' � ;' ` � ' � � ` � _ ' '� " � �° � ° +� ' � i � ' {� � j � G' t � ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. LS 7344 S 1+ _ w IF ANY PROPOSED DISTURBANCE WO A ADJACENT ANTICIPATED WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER T in? t'a ti r 5 89 5505" yy 151.44' )y NSPG :_„ ,F,l'NS � 185, 5 = 7 18:5.8 RE;�(: = =Ji ,_�t. , S i &1. FS 1u ,3 r + - nG.0 J' MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. t.;z.. Jt 1;. ; `n' I /5 G t CPdN TEL' fv ,SITE E 184.5 iE 182,8 R: :. S J ;; • 3 r , ' 1T.g c , n1 1," ` ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY n = r (Tv P) / GS -132.P SILT FENCE PER ASPHALT LOVDAA, n_7r +.tv+,X ,�Ait I I V AUTHORIZED IN WRITING AND SUBMITTED TO THE CiTY IS GROUNDS FOR A STOP -WORK TO / STANDARD DETAIL = t l � � , _ f --� � � � s ?� I BE ISSUED FOR 711E PROJECT UN71L THE REQUIRED PERMISSION IS OBTAINED. N I riRU �. Dt IRON v l F�:,t: 258-234-32 p �� �:. �� : fir :; P, rL. � 1,qq PACE ADDITIONAL NOTES -- r R�� ,66..86 X 1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE i i MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON i SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) _ _ s MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADA7iON DOWNSTREAM COARSE (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR AGGREGATE HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. FILTER FABRIC 2 NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS ORIGINAL STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, T GRADE ROOF DRAIN, DRIVEWAY, AND STREET EROSION CONTROL PLAN Al ' ' J. ALL PARCELS ARE SUBJECT TO DEVELOPMENT. DESIGN GUIDELINES FOR FUTURE L.. V / �/ , V , ` /`i� V SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. SCALE: i ° =10' 1.1' MIN., UNLESS 07HERMSE 2006 -27. SPECIFIED BY A SOILS ENGINEER LANDSCAPE EFFICIENCY BMP NOTES: 1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE G SECTION A -A GRAVEL BAGS OVERLAP i. ROUTINE INSPEC71ON TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT 4 BY 4 IN (10 BY 10 CM) WIRE FENCING TO THE POSTS. IF USING ONTO CURB PLANT OR IRRIGATION SYSTEM FAILURE TRENCH UPSLOPE FROM AND EXTRA STRENGTH SILT FENCE, POSTS ARE NOTE 2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETA77ON ALONG THE LINE OF POSTS. TO BE SPACED CLOSER THAN STANDARD PRE- MANUFACTURED SILT FENCE CONTRACTOR TO MODIRY CONSROC71ON J. ERADICATION OF INVASIVE SPECIES PRODUCTS ENTRANCE IN THE FIELD AS NECESSARY 4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED 5. REPLENISHING MULCH AS NEEDED 10 5 0 10 20 30 / i/j CONSTRUCT SEDIMENT BARRIER AND DITCH 6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY �-- CHANNELiZE RUNOFF TO SEDIMENT PLANT GROWTH - TRAPPING DEVICE 7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS 8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS GRAPHIC SCALE IN FEET �- TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED A / / 9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE I RUNOFF 10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W /BATTERY BACKUP) �--'/ 6 IN (15 CM) //�� 11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER INLET PROTECTION ` A Q ALLOWANCE) J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE NOT TO SCALE WIDTH AS REQUIRED ` ' ' '' x ' �, 12 REPLACEMENT OF VEGETA71ON TO BE CONSISTENT WITH PLANTS HYDROZONE , THE POSTS AND EXTEND iT EXCAVATED SOIL. TO ACCOMODATE = 13. MAINTAIN THE IRRIGATON SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER INTO THE TRENCH. ANTICIPATED TRAFFIC ` A, . Y z ALLOWANCE) OF ESS /OA (T! I I h I �) I FILTER FABRIC �c�0 GHAEL � I) I1�1 _ WiRE�IF INSTALLED) A 19' RADIUS NOTE: h� o I) % - - MIN. BiORETENTiON BASINS SHALL BE EXCAVATED AND USED AS DESILTING - �- i 50' MIN BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY PASCO LARET SUITER in No. 71651 zo A �/� � AS BUILT RUNOFF TWO LAYERS OF GRAVEL BAGS I REMOVED AND THE BIORETEN71ON BASINS COMPLETED ONCE FINAL SITE EX at ASSOCIATES P / 17 yr� WITH ENDS OVERLAPPED STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. CIVIL ENGINEERING +LAND PLANNING + LAND SURVEYING fj CIVIC �P L•� \b GAP BETWEEN BAGS 535 North Highway 101, Ste A. Solana Beach, CA 92075 qTF OF CALIF � SILT FENCE DETAIL BRIAN N\. OLI o DATE ACTS AS SPILLWAY GRi4VEL BAG DETAIL CONSTRUCTI�V ENTRANCE DETAIL ph 858.259.8212 1 f 858.259.4812 1 pleaangineering.com NOT TO SCALE R•C•E. NO. 71651 NOT TO SCALE NOT TO SCALE ExP- 12 -31 -19 REVISIONS APPROVED DATE REFERENCES SATE BENCHMARK SCALE PLANNING & BUILDING °ES'BMA BY DRw ev C" BMA BY ENGINEERING DIVISION APPROV LS CITY OF ENCINITAS UBLIC WORKS DEPARTMENT DRAWING NO. SAU G GLNI 24411-18 CITY OF ENCINITAS CONTROL POINT NO. 1048 PL S PR RED UNDER THE SUPERVISION OF REVIEWED BY.' EROSION CONTROL PLAN FOR: ELEVATIONS SHOWN HERON ARE BASED ON 1 " -10 n THE CITY F HORIZONAL R WE BY. DATE: - - �^°'� DRIVE O ENCINITAS CONTROL POINT 1048 MASIH MAHER GLENN PRUIM 746 DEVONSHIRE V 12540 G PER RECORD OF SURVEY NO. 18416 N/A R.C.E. NO.: 71s� DIRECTOR OF PUBLIC WORKS ' ELEVATION: 173.376' VERTICAL ��', i �7� ENCINITAS CALIFORNIA 92024 DATUM: NAVD88 ELEV.: 173.376" DATE: BRIAN M. ARD EXP.: 12 -31 -17 DATE: Z/ 1 / 16 DATE: a P L 15 -135 CDP A.P.N. 258 - 234 -41 SHEET 3 OF 3 PLSA 2347