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2016-12755 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. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS FOR NEW BROWN RESIDENCE LOCATED AT 1105 GARDENA ROAD ENCINITAS CA" PREPARED BY ENGINEERING DESIGN GROUP. DATED JUNE 3, 2015, PROJECT# 155479 -1 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 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 OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO.12755 -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 BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET 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. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 633 -2770 B. GAS & 7LECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT - 633 -2770 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. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DARRIN BROWN AT (760)420 -6287 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 IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. ENVIRONMENTAL DATA DISTURBED AREA: 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = NONE TOTAL AIRES OF LAND DISTURBED: 2) MAXIMUM VERTICAL DEPTH OF CUT = 0 8' EARTHWORM HWORM TOTAL: CU T. 30 CY FILL: 10 C.Y. IMPORT /EXPORT: 20 C. Y. QUAN1771ES DO NOT INCLUDE EXCAVATIONS AND EXPORT FOR POOL EARTHWORK QUAN7771ES STATED ARE FOR EXCAVATIONS TO PROPOSED PAD ELEVATION AS STATED ON PLAN. OVER EXCAVATIONS AND RE- COMPACTION QUAN7177ES TO PREPARE SUBGRADE FOR STRUCTURAL FOUNDA77ON NiLL BE REQUIRED BASED ON RECOMMENDA77ONS IN PROJECT SOILS REPORT TO INCLUDE THE EN77RE PAD. REMEDIAL EARTH WORK.• OVER- EXCAVATION AND RECOMPACTION PAD: CUT.• 170 CY FILL: 170 C. Y. ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCAVATIONS, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL SATISFY SELF 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 AND SWELL FACTORS). DEPTH AND QUANTITY OF REMEDIAL GRADING IS SUBJECT TO FIELD VERIFICATION BY SOILS ENGINEER IN FIELD DURRING EXCAVATION. 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 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. 4083 SQ. FT. FIELD OPERATIONS 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. SAN DIEGUITO WATER DISTRICT NOTES: 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A 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. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS WRITTEN PERMISSION IS GIVEN BY SAN DIEGUITO WATER DISTRICT. 3. 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 SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. 7. CALIFORNIA STATE LAW ASSEBBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 8. ALL COPPER TUBING USED FOR AIR RELEASE, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATODE PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. LANDSCAPING 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINACE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. MELBA ROAD A 0 n 0 A m rn 0 z z D 0 m 0 > O 0 v o 2 0 0 PLANNING AND BUILDING SITE 105 VICINITY MAP NTS i N CT/ SANTA FE DRIVE As- Ba1L. OWNER SITE ADDRESS 1101$ 1105 GARDENA ROAD DARRINBROWN ENCINITAS, CA 92024 1105 GARDENA ROAD APN: 258 - 273 -10 ENCINITAS CA 92024 LEGAL DESCRIPTION (760)420 -6287 THE NORTH HALF OF LOT 6, OWNER'S CERTIFICATE IN BLK "J" OF MAP NO. 2130 IT IS AGREEED 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 ADDITTIONS TO THESE PLANS WHICH THE CITY ENGINERER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I (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. DATE: ' / 6 SIGNATURE: DA BROWN STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: ,!Afi-s. C i' DATE: (4-t& GREGORY A. CAUDILL GAC ENGINEERING AND LAND SURVEYING 13 10, 41993 VIA RENATE 11�A s TEMECULA, CA 92591 760- 594 -4889 (*Ax =: SOILS ENGINEER'S CERTIFICATE I, @r11N (CIS? 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 %kWe 2015 AND FOR AN UPDATE ON / . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: v ESS e�® RCS" Fy RICE NO.: (48 12 c� EXP. DATE: 41'2011 (5122 ENGINEERING DESIGN GROUP PROJECT# 155479 -1 ENGINEERING DESIGN GROUP 2121 MONTIEL ROAD THE RECOMMENDATIONS IN THIS SAN MARCOS,CA 92069 REFERENCED REPORT "LIMITED 760 -839 -7302 GEOTECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS FOR NEW BROWN RESIDENCE LOCATED AT 1105 GARDENA ROAD ENCINITAS CA" PREPARED BY ENGINEERING DESIGN GROUP. DATED JUNE 3, 2015, ARE TO BE INCORPOATED INTO THIS PLAN FOR THE GRADING AND IMPROVEMENT THE SITE. BMP PROJECT STATUS 1 STANDARD l!IK414EVft OF WO(i)6- PARKS AND RECREATION SAN DIEGUITO WATER DISTRICTI ENCINITAS FIRE DEPARTMENT IMPERVIOUS AREA 3) MAXIMUM VERTICAL DEPTH OF FILL = 05 NEW CONSTRUCTION IMPERVIOUS AREA: 1945 SQFT 4) AVERAGE DEPTH OF CUT = 30 C.Y.H 035 S.F. x 27 = 0.80 FT IMPERVIOUS AREA REPLACED: 90 SOFT 5) AVERAGE DEPTH OF FILL = 10 C.Y./ 720 S.F. x 27 = .10 FT IMPERVIOUS AREA REMOVED: 301 SOFT �� • Z't - I 6 a�7 �7� ���OK �� �� v ��.� =ii NET INCEASE IN IMPERVIOUS AREA: 1644 SQFT SI�N DATE SIGN DATE SIGN DATE IGN DATE A IGN DATE LCHANGE DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY. DRAWN ev: CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DRAWING NO. AS _ A 4-10-17 1,447,117 DESCRIPTION: ENCINITAS SURVEY CONTROL PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: AP OV GRADING PLAN FOR: DATE: 2 -25 -16 /I/1- M ,,l �Q� n 7 12755 -G LOCATION: 2.5 BRASS DISC. ENC-48 OF HORIZO <TAL: 1"=10' ' MASIH MAHER GLENN PRUI 1105 VC, I I V / GA�ENA RQAD RECORD FROM: N.SIDE SANTA FE E. OF I -5 t- R.C.E. NO.: C -6OJ57 PUBLIC WORKS DIRECTOR ELEVATION: _173.375 VERTICAL: NA �/ ,1 DATUM: NAVD88 ENC. CONTROL SURVEY GREGORY CAUDILL 3/13/16 /' �Y '�lo EXP.: 12 -31 -16 DATE DATE JOB N0. 16 -07 2 -25 -16 REV 6- 13 -i6 -16 CASE NO. 15 -169 DR/COP SHEET 1 OF 3 16 -07 2 -25 -16 RENSIANS iGO) W Z uj IX o :) m c N p U n 2Qa U� N W LL m z H 00 ¢'T W w L; W �a Z rn o w > a U Ell SPECIAL NOTES! Q RUNOFF FROM STRUCTUE AND HARDSCAPE SURFACES TO BE DIRECTED THROUGH VEGETATED SWALES TO ONSiTE STORM WATER DETENTION BASIN PRIOR TO OUTLET AND CONFUENCE WITH PUBLIC STORM WATER FLOW AND ARE TO BE MAINTAINED PRIVATELY PER A STORM WATER MAINTAINANCE AGREEMENT WITH THE CITY OF ENCINITAS. STORMWATER RUNOFF TO DRAIN AWAY FROM STRUCTURE AT 20% FOR 5.OFT. Q EXTERIOR CONCRETE SLABS ON GRADE SHALL BE 5" THICK OVER 4" COMPACTED CLEAN SAND. REINFORCE VITH NO. 3 BARS ® 18" 0/C BOTH WAYS ® MID -POINT OF SLAB. USE 520 -C -2500 CONE Q WATER SERVICE TO BE EXTENDED FROM EXISTING METER TO NEW RESIDENCE WiTH SCHEDULE 40 PVC HAVING 24" COVER (MIN.) & AS REQUIRED BY THE CITY OF ENCINITAS ® CONTACTOR TO VERIFY LOCATION OF EXISTING SEWER LATERAL PER ENCINITAS SEWER IMPR PLAN 179-1 AND LOCATE EX. C. 0. OR INSTALL NEW SEWER C.O. PER SDRSD SS -2. SEWER LATERAL 7E 0 P.L. +- 360.50' INSTALL MIN. SCHEDULE 40, 4" PVC AT LOX FROM HOUSE CONNECTION TO EXISTING SEWER CLEANOUT AT P.L. TO MEET CITY OF ENCINITAS STANDARDS FOR MINIMUM COVER AND SEPERAiTON FROM WATER SERVICE LINE. ® PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ANY WORK TO BE PERFORMED IN THE ENCINITAS CITY RIGHT-OF-WAY AND OPENSPACE AREA. ® NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT SITE ® COBBLE DRAINAGE DISSIPATER PER DETAIL THIS SHEET. ®CONSTRUCT PCC DRIVEWAY MIN. 5 -i12 THiCK ON COMPACTED 314" GRAVEL OVER 3" CLASS 2 A.B. COMPACTED TO 90% MAX DRY DENSITY, UNLESS OTHERWISE SPECIFIED BY SOILS ENGINEER BASED ON OBSERVA71ONS iN THE FIELD. Go1.ofi . tp,t p#s T ®Ai ILy bV%5 09 GRASS CRETE VEGETATED TRAFFIC RATED DRIVABLE SURFACE BMP . USE SOIL RETENITON INC. DRIVABLE GRASS Q OR EQUViLENT, INSTALL EITHER PLANTED OR UN PLANTED. @0. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONTRUCIION SITE WITHIN THIS PROJECT 174E DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE ENGINEERING SERVICES DEPARTMENT DIRECTOR FOR THE PROPOSED HAUL ROUTE (IDSTORMDRAIN PIPE TO BE PVC® 1.0% MIN SLOPE. UNLESS OTHERWISE NOTED. ©MAINTAIN EXISTING 11' WIDE DRIVEWAY OPENING. ® THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION: THE PROPERTY LINES SHOWN HEREON WERE CALCULATED FROM RECORD DATA USING A MINIMUM OF (2) TIES TO CERTAIN FOUND MONUMENTS. MONUMENTS OF THE PROPERTY CORNERS FOR THIS SITE ARE NOT SET. 0 2'X2' COBBLE DISIPATOR NOTE: ALL BMP'S AND DRAINAGE STRUCTURES ARE OWNERS MAINTENANCE RESPONSIBILITY. NOT TO BE PAVED OR ALTERED WITHOUT CITY PERMIT. NOTE. • NO FILTER FABRIC IS TO BE USED IN THIS SECTION. 2 TO 3 IN. J" ROCK 18 "X18' OF J" CRUSHED ROCK 4" PERFORATED PVC i AT 1.0% MiN SLOPE 6" MIN. ENGINEERED SOIL *SEE N07E BELOW SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. *"ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -607. SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. NOTE. • NO FILTER FABRIC IS TO BE USED IN THIS SECTION. BIO— RETENTION AREA C.L. DRIVEWAY S'LY P.L. NTS ENCROACHMENTS INTO PUBLIC RIGHT OF WAY ON GARDENA ROAD AND WITHIN RIGHT OF WAY EASMENT LIMITS PER THE GRANTED 8' EASEMENT REFERENCED HEREON, TO BE MAINTAINED BY HOMEOWNER IN PERPETUITY. ENCROACHMENTS INCLUDE PAVERS PARKING SPACE AND PCC DRIVEWAY IMPROVEMENTS. REFER TO CITY OF ENCINITAS MAIN AINANCE & REMOVAL COVENANT DOC. NO. ' LnLI $ RECORDED :2-12-14 SWALE SHALL BE PLANTED K17H ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. TURF REINFORCEMENT MAT IF APPLICABLE 6" MIN. ENGINEERED SJIL *SEE NOTE BELOW * "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX KITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. NOTE: VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 25% UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. NOTE. NO FILTER FABRIC IS TO BE USED IN THIS SECTION. CONVENTIONAL VEGETATED SWALE N'LY P.L. 12' MIN. 1.5" COLD PLANE 4" A.C. PAWNG - 6" CLASS Ii BASE PERMEABLE PAVERS ORCO AQUA -BRICK OR EQUAL. LEGEND: BOUNDARY. STORMWATER POLLUTION CONTROL BMP'S, TO BE ORIGINAL LOT LINE LOT 10:— \ PRIVATELY MAINTAINED AND NOT TO BE MODIFIED SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: WITHOUT A PERMIT FROM THE CITY. I CHECKED BY: ENGINEERING DEPARTMENT APPROVALS EXISTING CONTOUR: - 6' PROPOSED CONTOUR: S - GY9.1 44C -0 -17 6. 11•I'1 DESCRIPTION: ENCINITAS SURVEY CONTROL LOCATION: 2.5" BRASS DISC, ENC -48 RECORD FROM: N.SIDE SANTA FE E. OF 1 -5 ELEVATION: 173.376 DATUM: NAVD88 ENC. CONTROL SURVEY HORIZONTAL: 1 "x20' VERTICAL: N.A. STORMDRAIN: 41N PERFORATED PVC S,n RECOMMEND D: AP O D' MASIH MAHER, C42519 GLEN ENGINEERING/ PR I PUBLIC 51274 DIRECTOR 7/ 13 / 1 DATE DATE GRADING PLAN FOR: 1105 & 110 7 GA.RDENA R OAI� JOB N0. i6 -07 2 -25 -16 REV 6 -13 -16 CASE N0. 15 -169 DR/COP A A�CC-� 1 L JJ "x12" INLET: 12 GRATE BY NOS 3' WIDE VEGETATED SWALE D w WATER QUALITY TREATMENT AREA: SHEET 2 OF 3 VEGETATED PLANTER AREA BIO RETENTION J WATER QUALITY TREATMENT AREA _ z MASONRY SITE WALL: VEGETATED BIO- RETENTION SWAL PER PLAa,,� ENHANCED CONCRETE: STORM WATER POLLUTION CONT OL BMP. COLOR PER PER ARCHITECT /LANDSCAPE PLANS 9 FL 211.97 CON 215,651 B 21715 /l COBBLESTONE DISIPAIER PER PLAN: PARKING AREA PAVERS ROOF DOWN DRAIN: 0 PERVIOUS PAVERS - INSTALL UNITS PER MANUFACTURERS RECOMMENDATIONS AND PER DETAIL SHT J 8' R/W ESMNT LIMITS 1.5' 2.5 6" 4.5 I 8, PCC FLUSH CURB BORDER 6" _, VARIES VARIES \ 2" gEDOING fOURSE LAYER i18 TO 318 NO. 8 AGGREGATE 3/- 8 4O 11g ENO. 57 AGGREGATE MIN. 6" THICK OF 314" NO.2 CRUSHED ROCK El 7' WIDE PARKING AREA PAVER AND SWALE DETAIL SCALE: H =V 1" = 10' NOTE. ALL BMP'S AND DRAINAGE STRUCTURES ARE OWNERS MAINTENANCE RESPONSIBILITY. NOS i BEND SEWER DRAIN ELBOW. NOS POLYOLEFIN POP -UP DRAINAGE EMITER WITH U.V. INHIBITOR. COMPACTED TOP SOIL SIZE PER PLAN PERFORATED DRAIN PIPE. 1/4" LEACH HOLE. CRUSHED STONE DRY WELL 5 ❑. TYPICAL POP UP DRAIN EMMITER DETAIL NTS 0 m PERVIOUS MATERIAL. GAP CALC: ' 15' X .05 = .75' DRIVEWAY NOTES. 314" DRIVEWAY BASE MATERIAL TO EXTEND 9" BEYOND DRIVEWAY PERIMITER. THE 2 DRIVE WAY OPENINGS PER PLAN ARE 39.2% OF THE PROPERTY FRONTAGE. 11.0' + 14.05' = 25.05 ; 25.05163.91 = 0.392 DRIVEWAY SECTION A -A 16 -07 2 -25 -16 ays7DNS ME W C7 Z UN Z � J U^ c g m UJ� Z �W WW9 w mLq ¢o zoo w Q, U Q C7 NTS SCALE: H =V V= 10' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: 1 DRAWN BY: I CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO Z Al S - GY9.1 44C -0 -17 6. 11•I'1 DESCRIPTION: ENCINITAS SURVEY CONTROL LOCATION: 2.5" BRASS DISC, ENC -48 RECORD FROM: N.SIDE SANTA FE E. OF 1 -5 ELEVATION: 173.376 DATUM: NAVD88 ENC. CONTROL SURVEY HORIZONTAL: 1 "x20' VERTICAL: N.A. PLANS PREPARED UNDER SUPERVISION OF DATE: 2 -25 -16 iC, • �l _ „/� R.C.E. NO.: C -60957 GREGORY CAUDILL EXP.: 12 -31 -16 RECOMMEND D: AP O D' MASIH MAHER, C42519 GLEN ENGINEERING/ PR I PUBLIC 51274 DIRECTOR 7/ 13 / 1 DATE DATE GRADING PLAN FOR: 1105 & 110 7 GA.RDENA R OAI� JOB N0. i6 -07 2 -25 -16 REV 6 -13 -16 CASE N0. 15 -169 DR/COP A A�CC-� 1 L JJ SHEET 2 OF 3 16 -07 2 -25 -16 ays7DNS ME W C7 Z UN Z � J U^ c g m UJ� Z �W WW9 w mLq ¢o zoo w Q, U Q C7 EROSION CONTROL ............... 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DARRIN BROWN @(760)420 -6287 U 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL z TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS D SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE WM-6 RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. T 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL O OF THE ENGINEERING INSPECTOR. D 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. E3 _ 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE i REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 015-10 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. t t 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 E PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 19mm TYPICAL FIBER ROLL INSTALLATION N,T.S, TiA I FILTER FABRIC NEEDED ♦ SUPPORT /' WOOD XI ATTACH FILTER FABRIC TO UPSTREAM ♦ / �• I011lli 111111 pp -p. -- 101; IF I�IIjjOpl�jjl�� /jp� j /011iijjl� pOjO111OIIIlIIIOI IIIa OIInr- li��piii�piii��ap��pioiiio��jp� jjjOIIIII/II �� IIII jjIIll�jjlllfjQll jjllplllllllll FLOW ill�lljlllllljllllllllllll I (III jIIIIII�IIIIIIUIIII �� 11111111 o ♦ P� SUPPORT SUPPORT 6' (1.8m) MAXIMUM SPACING WITHOUT WIRE 1 CHANGE NO. DESCRIPTION - BuIL Oifte, v 16 -07 2 -25 -16 RE OVS :n 20758 all FPs, X e2 "r I CON CO .. c IN.- 215.65 .. ,_ .v 212.70 \ ' F \" f A EXIS,. 1 THRE u � _ GAIL 213.48 1 41 d :.. .. -. Ff".W._. 12 IA 7a F 21 I EXIST. } RESIDENCE \212.39 SB l N 211.12 _ _- - 1105 GARDENA ROAD GRANS _. APN: 258 - 273 -10 a ` IJR40N -.,._ __.____- a � F rmo ._... _ F d a1a.Fp 4.4' `K °. EXIST. I ( i j DECK GARAGE F { 213.30 FF 213.20 4' a ° - a a FF t� 213.32 _ PAI 111 i e a 4 a a rn DtP a °5 =`° GRAS 212.65 6 N 9° '26a W IBS a dD a . N [..,.13�'w •.w.... .... .. N.. ..� u' 6 t`4. t .ID FNC }� 9 .y...` ..�• .... <,., ._ _ cam. 'CV�wsxwo '%�.w° - wV..a". - .'\�C".+nmm�im e0a ���38 VAA�I\AS9._"7��VA o \ L 207,11 EXIST. ADJACENT N N` u 0 � RESIDENCE � � � 207.10 APN: 288 - 213 -11 STRAW BALES, SANDBAGS, OR CONTINUOUS BERM OF EOUIVELENT HEIGHT SUPPLY WATER TO WASH WHEELS IF NECESSARY �N FLOW � A o L NOTE-.- / SPILLWAY USE SANDBAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNEL /ZE RUNOFF TO BASIN AS REQUIRED. o� FLOW A 2' -3" (50 -75mm) COURSE AGGREGATE MIN. 6 - (150mm) T DIVERSION RIDGE 20' (15m) MIN, APPROVED DATE BENCHMARK SCALE -/ DESCRIPTION: ENCINITAS SURVEY CONTROL LOCATION: 2.5" BRASS DISC, ENC -48 HORIZONTAL: 1 " =10' RECORD FROM: N•SIDE SANTA FE E. OF 1 -5 ELEVATION: 173.376 VERTICAL: N,A, DATUM:NAVD88 ENC. CONTROL SURVEY SPECIAL DISTRICT APPROVAL 12' MIN. a z I S 25 0.1 LEGEND: BOUNDARY.• - - EXISTING CONTOUR: ............... Fiber roll WM -6 STORMDRAIN: 61N PVC Slo pe INLET.• ATRIUM GRATE 200 nn nin 3' WIDE VEGETATED SWALE WM-6 varies MASONRY SITE WALL: l ENHANCED CONCRETE: 1105 & 1107 JOB NO. 16 -07 2 -25 -16 REV 6 -13 -16 COLOR PER PER ARCHITECT /LANDSCAPE PLANS 12755 -G i E £ E3 _ GRAVEL BAGS CD38 i STABILIZED CONSTRUCTION ENTRANCE STORM DRAIN INLET PROTECTION 015-10 TC -1 INLET PROTECTION SC -10 STRAW WATTLE SE -5 t t c 19mmx $ E 19mm M wood stakes max 1.2 n EX. spacing ENTRENCHMENT DETAIL 0' 20' 40' 60' _V 0 SCALE: 1" = 10' N.T.S. Notet ,2 �,���i�i�i� ° " "' Install fiber roll along a level contour. ' W y y Fiber rolls o a! y y ....... y Vertical spacing 4�i��;�i °i °i °' °,° , measured along the �, °, °, °, III ,,i,.,i _V 3 Min face of the slope varies between Install a fiber roll near 2.4 n and 6,0 m I slope where it transitions 1 I Into a steeper slope TYPICAL FIBER ROLL INSTALLATION N,T.S, TiA I FILTER FABRIC NEEDED ♦ SUPPORT /' WOOD XI ATTACH FILTER FABRIC TO UPSTREAM ♦ / �• I011lli 111111 pp -p. -- 101; IF I�IIjjOpl�jjl�� /jp� j /011iijjl� pOjO111OIIIlIIIOI IIIa OIInr- li��piii�piii��ap��pioiiio��jp� jjjOIIIII/II �� IIII jjIIll�jjlllfjQll jjllplllllllll FLOW ill�lljlllllljllllllllllll I (III jIIIIII�IIIIIIUIIII �� 11111111 o ♦ P� SUPPORT SUPPORT 6' (1.8m) MAXIMUM SPACING WITHOUT WIRE 1 CHANGE NO. DESCRIPTION - BuIL Oifte, v 16 -07 2 -25 -16 RE OVS :n 20758 all FPs, X e2 "r I CON CO .. c IN.- 215.65 .. ,_ .v 212.70 \ ' F \" f A EXIS,. 1 THRE u � _ GAIL 213.48 1 41 d :.. .. -. Ff".W._. 12 IA 7a F 21 I EXIST. } RESIDENCE \212.39 SB l N 211.12 _ _- - 1105 GARDENA ROAD GRANS _. APN: 258 - 273 -10 a ` IJR40N -.,._ __.____- a � F rmo ._... _ F d a1a.Fp 4.4' `K °. EXIST. I ( i j DECK GARAGE F { 213.30 FF 213.20 4' a ° - a a FF t� 213.32 _ PAI 111 i e a 4 a a rn DtP a °5 =`° GRAS 212.65 6 N 9° '26a W IBS a dD a . N [..,.13�'w •.w.... .... .. N.. ..� u' 6 t`4. t .ID FNC }� 9 .y...` ..�• .... <,., ._ _ cam. 'CV�wsxwo '%�.w° - wV..a". - .'\�C".+nmm�im e0a ���38 VAA�I\AS9._"7��VA o \ L 207,11 EXIST. ADJACENT N N` u 0 � RESIDENCE � � � 207.10 APN: 288 - 213 -11 STRAW BALES, SANDBAGS, OR CONTINUOUS BERM OF EOUIVELENT HEIGHT SUPPLY WATER TO WASH WHEELS IF NECESSARY �N FLOW � A o L NOTE-.- / SPILLWAY USE SANDBAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNEL /ZE RUNOFF TO BASIN AS REQUIRED. o� FLOW A 2' -3" (50 -75mm) COURSE AGGREGATE MIN. 6 - (150mm) T DIVERSION RIDGE 20' (15m) MIN, APPROVED DATE BENCHMARK SCALE -/ DESCRIPTION: ENCINITAS SURVEY CONTROL LOCATION: 2.5" BRASS DISC, ENC -48 HORIZONTAL: 1 " =10' RECORD FROM: N•SIDE SANTA FE E. OF 1 -5 ELEVATION: 173.376 VERTICAL: N,A, DATUM:NAVD88 ENC. CONTROL SURVEY SPECIAL DISTRICT APPROVAL 12' MIN. a z I S 25 0.1 LEGEND: BOUNDARY.• - - EXISTING CONTOUR: ............... PROPOSED CONTOUR: WM -6 STORMDRAIN: 61N PVC 69 INLET.• ATRIUM GRATE WM -9 3' WIDE VEGETATED SWALE WM-6 WATER QUALITY TREATMENT AREA: MASONRY SITE WALL: MASIH MAHER, C32519 Zi 3�i 6 DATE ENHANCED CONCRETE: 1105 & 1107 JOB NO. 16 -07 2 -25 -16 REV 6 -13 -16 COLOR PER PER ARCHITECT /LANDSCAPE PLANS 12755 -G COBBLESTONE DISIPATER PER PLAN: SILT FENCE SC -1 E3 _ GRAVEL BAGS CD38 STABILIZED CONSTRUCTION ENTRANCE STORM DRAIN INLET PROTECTION 015-10 TC -1 INLET PROTECTION SC -10 STRAW WATTLE SE -5 MATERIAL DELIVERY & STORAGE: WIA -1 CONCRETE WASTE MANAGEMENT: WM -6 SOLID WASTE MANAGEMENT: W-M -5 SANITARY WASTE MANAGEMENT: WM -9 HAZARDOUS WASTE MANAGEMENT: WM-6 SLOPE PROTECTION: DATE:-2-25-16 1, R.C.E.NO.: C -60957 GREGORY CAUDILL EXP.: 12 -31 -16 MASIH MAHER, C32519 Zi 3�i 6 DATE VEGETATION STABILIZATION 1105 & 1107 JOB NO. 16 -07 2 -25 -16 REV 6 -13 -16 AND/ BONDED FIBER MATRIX(BFM) 12755 -G PAD STABILZATION: VEGETATION STABILIZATION AND STABILZED FIBER MATRIX(SFM) VELOCITY DISSAPATION DEVICE SS -t0 STORM DRAIN INLET PROTECTION 015-10 SPECIAL NOTES: RUNOFF FROM STRUCTUE AND HANDSCAPE SURFACES TO BE DIRECTED THROUGH STORM WATER BIO FILTRATION AREAS PRIOR TO OUTLET AND CONFUENCE WITH PUBLIC STORM WATER FLOW. STORMWATER RUNOFF TO DRAIN AWAY FROM STRUCTURE AT 2.0% FOR 5.OFT. EROSION CONTROL NOTE: ALL EXPOSED DIRT, INCLUDED SLOPE AND PAD SHALL BE SPRAYED WITH HYDROSEED AND BONDED FIBER MATRIXIF SURFACE WILL BE UNDISTURBED FOR 2 WEEKS OR LONGEROR IF A RAIN EVENTIS ANTISPATED WITHIN 48 HOURS. DEEP ROOTED, DENSE, DROUGHT TOLERANT PUCNTING SUITABLE FZ�RT WELL FAMNED SOIL .� 2.r 7HICK ROCK LINED ft£TENTit OVEdiLi?WSPIL €INA .._•.y LEVEL AN SET 4'ABOVr IS)RIp�l"�ACkEC. hii�yYAi9UM -1i Iu"vL�:ly 81 V'RROIII 2 •z 1"4RDWOOD tie +LC 0MIN vMr 3.6mt , O7 ROCK 2) CRUSHED RO � . 9= �� \� ���'i j� � gO (N r SOIL SUBGRADE ad � ',`r'�i /� /., f l ? '' , ' , � c ',�✓ e rw,�, 'BIORETENT €ON'ONGNECRED SOU LAYER SMALL BE MINIla➢!)M 24" DFW,WOV LO, AM' SO4. /�>r�, ,r\ ,{ \/ y \j / ;r� �•,?'r �`� `` \ '`. '�,. MIX WITH NO MORE TRAM MA CLAY C6NtEN?. 714E MIX SRAt1 OONTAIN,1,G `0% SAND, 2 - 30% COMPOST OR"€i.AROWWD MULCH, AND 2630% TOPSOIL, fi t f �y\ , "�• "VW CRUSHED ROCK( _AYSR S HA;e.L RE A MINIMUM GS H I' SLIT MAY DEEPENED TO INCREASE THE WFILTRATnN AND STORAGE_. AFAIAT Y OF THE SAS Ei3... NOTES: THE EFFECTIVE AREA Or THS BASIN SHALL BE LSVEL AND SRALL BE SIZED ED ON CITY -ALL AGGREGATE MUST BE C1LEANIWASHED AND FREE OF FINES (SAND, SILT, FTC) Of ENCINITAS EINIP DESIGN MANUAL CALL- UI_ATI;NS, -THE PAVERS $HALL Nth °I BE SEALED ONCE THE VOID FILLER HA BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRICISTOBEUSED SECTION B -B BID- RETENTIONDETAIL - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SEAL - SUBDRAIN MAY BE REQUIRED, DESIGNED BY- DRAWN BY- CHECKED BY SOIL KR GAC AC A ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: APP V D' EROSION CONTROL PLAN FOR: DATE:-2-25-16 1, R.C.E.NO.: C -60957 GREGORY CAUDILL EXP.: 12 -31 -16 MASIH MAHER, C32519 Zi 3�i 6 DATE V GLENN PRUrM, C51 ENGINEERING/ PUBLIC WORKS DIRECTOR 7 y8 I Se DATE 1105 & 1107 JOB NO. 16 -07 2 -25 -16 REV 6 -13 -16 GARDENA ROAD CASE NO. 15 -169 DR/MP 12755 -G SHEET 3 OF 3 O �N Z d^ U c LULC m LU" zPc Ir Qy z a LU �" a� Iq z >� LU v> U Q C7