Loading...
2010-10750 G (Plans)RIGHT OF WAY NOTE NOTIFICATIONS EARTHWORK DATA E S N . MAX. VERTICAL DEPTH OF CUT = 10' -0" (FOR EXCAVATION OF THE UNDERGROUND BASEMENT ONLY) OWNER 2 C OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE . MAX. VERTICAL DEPTH OF FILL = 10' -0" (FOR BACKFILL AGAINST THE EXTERIOR OF THE UNDERGROUND BASEMENT CONCRETE / MASONRY BLOCK TRIGNY LIVING TRUST PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE FOUNDATION WALLS ONLY) PO BOX 12648 p Idi STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS . CUT = 440 CY. (FOR EXCAVATION OF THE PROPOSED UNDERGROUND BASEMENT INSIDE OF THE BLDG AREA & MISC. VEGETATED SWALE BMP) MILLCREEK, WA 98082 y REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR FILL = iso C.Y. (FOR STRUCTURAL FILL AT FRONT PORCH, REAR CONCRETE DECKS, STAIRCASE FROM BASEMENT, DRIVEWAY & WALKWAYS) A N� WHERE HIS /HER PROPERTY LINE IS. (760) 420 -5534 m . m STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE C1 FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION " IMPORT = 80 G.Y. (FOR STRUCTURAL FILL AGGREGATES AT FRONT PORCH, REAR CONCRETE DECKS, STAIRCASE FROM BASEMENT, DRIVEWAY, WALKWAYS, DRAINAGE NOTE SITE ADDRESS VEGETATED SWALE BMP) AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: 165 KILKENNY DR A. SEWERS - CSD - (780}6332770 . REMEDIAL = 140 C.Y. (4 -5' PER SOILS ENGINEER & CITY ENGINEER COMMENTS, REMOVAL AND RECOMPACTION ACROSS THE ENTIRE LOT OUTSIDE OF NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO CARDIFF, CA 92007 DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN B. GAS & ELECTRIC - SDGE - (760)-438-6200 THE BUILDING AREAS, PER ONSITE CONDITIONS) APN 261 - 142 -19 m K SANTA FE DR. APPROVED DRAINAGE FACILITY. C. WATER- SAN DIEGUITO WATER DISTRICT - 14MID- 227 -2600 EARTHWORK, CUT OR FILL, WHICH IS OVER 50 CUBIC YARDS, REQUIRES AN ADDITIONAL ENGINEERING N D. TELEPHONE - SBC BELL - (760}48&3411 GRADING PERMIT. Q-7 E. CABLE TV - COX COMMUNICATIONS - (760}606-9809 X -2233 Tz 04. UTILITY NOTE OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK 440 CUBIC YARDS CUT, 160 CUBIC YARDS FILL, 80 CUBIC YARDS IMPORT /EXPORT, 140 CUBIC YARDS 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS < Q ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. OVER - EXCAVATION AND RE- COMPACTION ON THIS PROJECT. PHONE: (760}6332770. CONSTRUCTION POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTN ACTIVITIES DR. IES 9L - GENERAL NOTES 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 6332770. LEGAL DESCRIPTION �rl ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND CONCRETE WASHOUT THOSE PORTIONS OF THE SOUTHWESTERLY ONE -HALF OF LOTS 1 THROUGH 4, 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR REMOVAL. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE INCLUSIVE IN BLOCK 4 OF CARDIFF, COUNTY OF SAN DIEGO, MAP NO. 1298, FILED PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND NOVEMBER 14, 1910 TOGETHER WITH THE VACATED ALLEY IMMEDIATELY THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL EROSION CONTROL THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE ADJOINING SAID LOTS 1 THROUGH 4 ON THE SOUTHWEST, BEING MORE BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT R. CHEREWICK AT 760 420 -5534,24 HOURS A DAY. WASHOUT LOCATION. SPECIFICALLY DESCRIBED AS FOLLOWS: 2. THE SOILS REPORT TITLED "PROPOSED SINGLE - FAMILY RESIDENTIAL DEVELOPMENT KILKENNY DR, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING CONSTRUCTION SITE ACCESS BEGINNING AT THE MOST NORTHERLY CORNER OF LOT 481N SAID BLOCK 4, AS ENCINITAS (A.P.N. 261- 142 -19)" PREPARED BY VINJE & MIDDLETON ENGINEERING, INC. DATED JULY 29, 2010, THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SHOWN ON RECORD OF SURVEY MAP NO. 17366; THENCE NORTH 59' 26 18" EAST, SITE PROJECT #10 -147-P (A) SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLATES. ALONG THE NORTHWESTERLY LINE OF SAID BLOCK 4, A DISTANCE OF 75.11 FEET DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. TO THE NORTHEASTERLY LINE OF THE SOUTHWESTERLY ONE -HALF OF LOTS 1 CONSTRUCTION VEHICLES THROUGH 4, THENCE SOUTH 30' 2T 30' EAST, ALONG SAID NORTHEASTERLY LINE, 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE A DISTANCE OF 90.00 FEET; THENCE SOUTH 59° 26'18' WEST, PARALLEL WITH SAID NORTHWESTERLY LINE OF BLOCK 4, A DISTANCE 75.05 FEET TO THE ENGINEERING INSPECTOR. REFUELING, AND ROUTINE EQUIPMENT' MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFFSITE. EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. SOUTHWESTERLY LINE OF SAID ABANDONED ALLEY; THENCE NORTH 30° 29 28' 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE WEST, A DISTANCE OF 90.00 FEET TO THE TRUE POINT OF BEGINNING. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE EROSION CONTROL SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST GRADING. EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, CONTAINING 6,757 SQUARE FEET, MORE OR LESS. VICINITY MAP 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY AND BONDED FIBER MATRIX. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES N.T.S. PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR WHICH MAY ARISE. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. REPAIRED TO CONDITION 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT OWNER'S CERTIFICATE EXISTING PRIOR TO GRADING. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. ^�"'3 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER INCORPORATED HEREON. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY OR A LICENSED LAND UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SURVEYOR. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT EROSION.�FflC° } THE CONCLUSION OF EACH WORK DAY. PAD. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION, SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND I %' HEALTH STANDARDS, LAWS AND REGULATIONS. WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER BIND THE SOIL. SIGNATURE: 6� 4LIVIGTTRRUUSt _ _ _ DATE:V DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TRIGN OWNER B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN 10. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. JIM FROST, TRUSTEE OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. SOILS ENGINEER'S CERTIFICATE SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. reVjt -At C( EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER ON -SITE CONSTRUCTION MATERIAL STORAGE I, t(k}l} rikk A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD VEGETATION, AND BONDED FIBER MATRIX. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL PREVALENT WITHIN THIS SITE WAS MAM BY ME OR UNDER MY DIRECTION ON jl 2�% 2 U(0 GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH 11. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER H AND FOR AN UPDATE BEEN THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (780) 8332770. STORED ONSITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, .ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH � RECOMMENDATIONS, HAS BEEN 12. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CONTRACTOR SHALL PROTECT CHANNELS AGAINST STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. INCORPO,,,JJJ ��`TE ��� IN THE G DING SAND SPECIFICATIONS. WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND TRAINING SIGNED: _ __ _ CP REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 13. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY 7 FESS) CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON RCE NO.: o06l + QRO O,yq 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS - Q j M. APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED AND THEIR OWN RESPONSIBILITIES. STATING: "THE GRADING UNDER PERMIT FJCP. DATE: 9-30 _- 14. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT � ° o IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION �7 r^ NOi 10750�G HAS BEEN 'PERi;ORM1= D'Ii�kSUBSTANTIAL CONFORMANCE WITH THE`APPROVED GRADING PLAN WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF JOB M 10- 147 -P(A) _ m OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND w No. 00697 T*l AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. BIND THE SOIL. UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY �kp ; III PROHIBITED. ROBERT M. PRIDE * + 1 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS 15. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES PROFESSIONAL GEOTECHNICAL ENG. tP C P �P NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL 13202 HOLMES POINT DR. NE Forccv"i DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND ARE COMPLETE. 4T t� DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL KIRKLAND, WA 98034 � FQ BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR (425 ) ` 814 -3970 of CA�� DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE 16. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. 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. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPIIMP NOTES MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, STATEMENT OF ENGINEER OF WORK WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH CONTROL MEASURES HAVE BEEN INSTALLED. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN MODIFIED WITHOUT A PERMIT FROM THE CITY. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 TURF /LANDSCAPED AREAS. OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA DEPARTMENT, CITY OF ENCINITAS AT (760) 6332770. UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMPBMR y�� �ENGI 15. CUT AND F ILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SAN DIEGUITO WATER DISTRICT NOTES_ SIGNATURE: i_' DATE: SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMA AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE NEERS NAM SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ADEQUATE IMPBMP. LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR PROJECT. EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED ROBERT M. PRIDE QRQFESS(0� THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. WITHOUT A PERMIT FROM THE CITY. 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTION PROFESSIONAL GEOTECHNICAL ENG O j M. q� SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE 13202 HOLMES POINT DR. NE Q� OFR Ali F� 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS WRITTEN PERMISSION IS GIVEN BY KIRKLAND, WA 98034 o o GD OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. SAN DIEGUITO WATER DISTRICT. (425) 814 -3970 BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF C7 Tn LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO S. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, RCE EXPIRES 4a+ 'AO _ w No. C21086 m THE DISPOSAL OF ANY SUCH MATERIAL. BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT 910 NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE SAN DIEGUITO WATER DISTRICT STANDARDS. IF FACILITIES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO CURRENT 1 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY S URBAN FOREST ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL STANDARDS AT THE OWNER'S EXPENSE. IMPERVIOUS AREA 1'j IViL ��P MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF 4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3205 SQFT qT� OF WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND IMPERVIOUS AREA AFTER CONSTRUCTION: 3015 SOFT CAS CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. INCREASE IN IMPERVIOUS AREA: 0 SOFT DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE 6• ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT IMPERVIOUS AREA REPLACED: 3015 SQFT GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE OF PARCEL THEY ARE SERVING. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. TOTAL AREA OF NEW IMPERVIOUS SURFACES = 3015 sf (2712 sf roof and 303 sf patios) UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 7. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL 9. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATTING) POTABLE WATER SYSTEM EFFECTIVE JAN 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE BMP PROJECT STATUS 18. MAXIMUM APPLIED WATER ALLOWANCE WITHOUT A SPECIAL LANDSCAPED AREA MAWA = 42.9 MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL NO -LEAD BRASS PARTS. MEASURES (E.G. SILT FENCING, FIBER ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT - (0.62)(0.7xLA) = 42.9 x 0.62 x 0.7 x 1152 = 21,449 GALLONS PER YEAR (GPY). ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE 8. ALL COPPER TUBINC USED FOR AIR RELEASES, BLOW OFFS AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRAGATION ACCORDANCE WITH WC -17 OR WC -18 STANDARD 19. ESTIMATED TOTAL WATER USE WITHOUT A SPECIAL LANDSCAPED AREA ETWU = 42.9(0.62) (PFxLAyIE = DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR FOR LOW ZONE ETWU TOTAL 091+ 5,436MODERATE 15,W7 ZONE ETWU = 42.9 x 0.62 x 0.3 x 545! 0.8 = 5,436 GPY HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER PERVIOUS SURFACE). PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 10. NO DIRECTLY CONNECTED IMPERVIOUS AREA (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM - - - - - - - -- - - - _ a/•� RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE ® DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOOF FROM IMPERVIOUS AREA. TURF �m _t • _ /� . �r AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BMP'S SHALL BE DELINEATED ON PLANS AND A NOTE / + PLACED ON PLANS PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A $ J-7 CITY PERMIT. IRATR SI DATE SIGN DATE SIG ATE SIGN DATE DATE -s -_ SIGNATURE EXPIRES 2 YRS AFTER DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED e : DRAWN BY: CHECKED BY: RC MSR RC ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: DESC.: CITY OF ENCINITAS BM 1042 (ENCd2) PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: AP VED ROBERT M. PRIDE DATE: 03/30/11 �^ 165 KILKENNY DRIVE pp LOCATION: N1951136.311 /E6245651.712 NA PROFESSIONAL GEOTECHNICAL ENG. • / A TRIGNY LIVING TRUST 10750- 2 RECORD FROM: PER CITY OF ENCINITAS 13202 HOLMES POINT DR. NE MASIH MAHER, C42519 PETER COTA- ROBLES, C52176 ELEVATION: ELEV 16.94 KIRKLAND, WA 98034 R.C.E. NO.: ���} APN: 261 - 142 -19 DATUM: NAVD88 (425) 814 -3970 1 613111 PBD- 2010 -46 EXP.: MATE MATE PLANNING CASE NM: 10- 120- BA/CDP SHEET 1 OF 2 c� V a 8 0 i z W WwI 0p01 W Q I EROSION NOTES: I. THE MAINTENANCE OF ALL PROPOSED BMP'S WILL BE THE RESPONSIBILITY w > �QJw U m OF THE OWNERS. THI5 WILL INCLUDE ANY P05T- GON5TRUGTION BMP AS L U WELL AS ANY CONSTRUCTION BMP THAT 15 DETERMINED TO NEED TO X n Z 7 WALKWAY REMAIN PERMANENTLY OR FOR A 5PEGIFIED PERIOD OF TIME AFTER THE U COMPLETION OF ALL CONSTRUCTION OPERATIONS. Li 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL w D. MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS, 200 SF 508 SF DIRECTING ON -SITE WATER INTO LANDSCAPING AREAS RATHER THAN INTO E. TR. PATIO THE STREET GUTTER OR STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD Li GLEANERS AND OTHER PRODUGT5 WHEN THEY HAVE THE POTENTIAL TO Q -- CONTRIBUTE POLLUTANTS INTO STORM WATER, AND SPILL GLEAN UP 77q SF 6. TECHNIQUES. -- 3 IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE H. R. YARD STOCKPILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY = a -- 4cI5 SF DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TOTALS 1554 5F TO COME IN CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS FLOW. 1524 SF IN ADDITION TO THE LOCATION OF THE STOCKPILES, WHEN THE STOCKPILES \ WILL REMAIN IN PLACE FOR THE COURSE FOR MORE THAN I DAY, THEN THE LLC) STOCKPILE WILL BE ADEQUATELY COVERED SUCH THAT PREGIPITATION WILL U NOT CAPABLE OF GOMIN6 INTO CONTACT WITH THE STOCKPILED MATERIAL. d o} 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN w I SHUTOFF DEVICE, HHIGH WILL DISCONTINUE IRRIGATION IN THE EVENT OF w ]v RAIN AND IF THE SOIL 15 SUFFICIENTLY SATURATED. O'O 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND z MAINTAINED TO ENSURE THAT OVER WATERING 15 MINIMIZED, BROKEN OR MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND — IN THE EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS, REPAIRS WILL BE ARRANGED FOR. THE IRRIGATION SYSTEM . WILL BE EITHER SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN OFF LINE, IF POSSIBLE, UNTIL THE PROBLEM 15 GORREGTED. 6. E65 NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE PROJECT UNLESS A LETTER OF PERMISSION 15 OBTAINED FROM THE OWNERS OF A THE AFFECTED PROPERTIES 1. EU4 ALL PROPOSED UTILITIES WITHIN THE PROJECT SHALL BE INSTALL INSTALLED UNDERGROUND INCLUDING EXISTING UTILITIES UNLESS STABILIZED EXEMPT BY THE MUNICIPAL CODE. GON5TRUGTION ENTRANCE PER ��• DETAIL THI5 5HE RUNOFF -. (2) LAYERS OF GRAVEL BA65 ' WITH ENDS OVERLAPPED GAP BETWEEN BAGS - ACTS AS SPILLWAY GRAVEL BAG DETAIL SCALE - N.T.S. NOTE: I. CONTRACTOR TO MODIFY CONSTRUCTION IN THE FIELD AS NECESSARY. _ Q 2. CONSTRUCT SEDIMENT BARRIER AND GHANNELIZE. RUNOFF TO SEDIMENT TRAPPING DEVICE. �— u- I/Y w !-i .a ° .' °. QQ< n ° e e -' � CKQN Z •° a a d °v� . °, a, d OFF RUMBLE A Q BARS 19' RAD. z MIN. w w 20' MIN. ?mQ7 COURSE w AGGREGATE = 6 N O FILTER FABRIC ORIGINAL GRADE SECTION A-A TYP. NO. 8 A66RE6ATE IN OPENINGS CONCRETE PAVERS MIN. 3 1/8" (80 mm) THICK GURB/EDGE RESTRAINT WITH GUT -OUTS FOR OVERFLOW DRAINAGE (CURB SHOWN) 0oOnoOOO �CIOo0000.�Po" Q BEDDING COURSE I/2 TO OO. nv ao o 0 2" (40 TO 50 mm) THICK o OO� 0 v. b (TYP. NO. 8 A66RE6ATE) O g OO�QO 4" (100 MM) THICK NO. 51 STONE Q O Q QO OPEN- 6RADED BASE � /o \JOB /O \J� Q Q O NO. 2 SC �J ONE SUBBASE O O• •O• N III —I I IEJ I M I I —I I I —I I I —I I Ed I I —_— OPTIONAL 6EOTEXTILE ON =1 II=I I I =I I I =I I =I II=I II=I I I I I= _ = BOTTOM AND SIDES OF OPEN - GRADED BASE SOIL SUB6PADF NOTES: ZERO SLOPE I. 2 3/8" (60 MM) THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS. 2. NO. 2 STONE SUBBASE THICKNESS VARIES WITH DESIGN. CONSULT IGPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL. Div :r�• v •::r�� • r vr:r vwrr:: v �r"r Z Q w LJ w E- M 3wwo w ol, Uo> II Q LL w > �QJw U m Z U w w L U _ X n Z 7 WALKWAY SCALE: 111= 10' -O" IN 19 U w z > w � a cGAS w w Q 0 0 In rL q w L�w O D A zc �.. \IEXISTING POWER I POLE TO REMAIN w EXISTING 3/4 WATER SERVIGE TO 167 o KILKENNY DR / DISTRICT TO INSTALL I" -- SERVIGE AND DUAL METER AT ONNER'S EXPENSE 12" PERVIOUS a° PAVERS (SEE HATGH REPRESENTS DETAIL) O' HYDRO5EEDIN6, T-i-P. NEW G' -O" WIDE ELEGTRIG GATE WITH MANUAL OVERRIDE EXISTING 8" BLOGK- NALL o I 2' -0" HIDE PERVIOUS o PAVERS 0 INSTALL FIBER ROLLS I ALONG PROPERTY LINE O NOTE: ROOF'6UTTER DRAINS TO I FLOW TO PERVIOUS GONGRETE N p 5URFA6E AREAS (TYPIGAL) � I r HATCH REPRESENTS - HYDR05EEDIN6, TYP. INSTALL SILT FENGE ALONG REAR IPROPERTY LINE � � � o LL w 0 h �o a w w NOTE: ROOF GUTTER DRAINS TO z Q w Lj FLOW TO PERVIOUS GONGRETE 5URFAGE AREAS (TYPIGAL) X > w a- z 0:� 8 GAS -- GAS GAS GAS GAS GAS GAS GAS MAIN J N KILKENNY DRIVE w 4" AG PAVING PER GI" NEW 5EHER LATERAL SAHGUT, O STANDARDS (TYP.) TO REMOVE, REPLAGE AG PER GITY REPLACE EXISTING LINE OF EX. EDGE ASPHALT IN R.D.W. 41 L1- b VYIL, L I UKY-_ GITY STD (SEE DETP MAINTENANGE AND F DOG #: v�,PRIVAGY FENGE ( H1. PERU. P ' R - 11 f \ \ E � LZ z LLJ m ❑F �, SINGLE FAMIL f DWELLING w/ BAST PAD =71.0 A0 o �G FF =723 00 N 0) — — m PATIO ❑ 5 O S !( 4 N 59 °26'1;8" E 75.05 i '__GR DING- / DRAI AGE PL SCALE: 1" =10' -O" X18" EXISTING PAVING 15" GOLD PLANE LJI "IIV I . VEGETATED SHALE WITH UNDERDRAIN PER DETAIL EXISTING GRADE SAWGUT LINE I I 0 a 4" AG PAVING w< m Q U IF SHALE PER PER .COVENANT 13256 2G, 2011 7c 70.8' E 5 2 z Li u � W w = u Q ALL w ON -SITE DATA PRE - DEVELOPMENT IMPERVIOUS 3205 50. FT. 5URFAGE: POST - DEVELOPMENT IMPERVIOUS 303 50. FT. 5URFAGE (NOT INCLUDING ROOF): NOTE PROPOSED STRUCTURE FOOTPRINT = 2712 SO. FT. (TOTAL IMPERVIOUS ROOF AREA) TABLE -- EXISTING WATER 5ERVI6E5 TO REMAIN - EXI5TIN& POWER POLE H16H- VOLTAGE 3 -PHASE 10 REMAIN BMP -10LF 5 FEET WIDE GRASS -LINED VEGETATED SHALE 1% SLOPE PER CITY STANDARD, SEE DETAIL TH15 PAGE (NOT TO BE MODIFIED WITHOUT GITY PERMIT) Ll IO RE+ -10VE, REPLAGE, RELOGATE GAS METER, OVERHEAD POWER POLE PER SDO$E 5TD5. "UNDERGROUND POWER REQUIRED SHALE SHALL. BE PLANTED WITH ADEQUATE 6ROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. C , /r -TOP — PER PLAN 1 TEMPO RAR DEPTH SLOPE FOR PER PLAN BASEMENT EXCAVATION _ E.TTER OF TURF REINFORCEMENT MAT ` PERMISSION TO F APPLICABLE o RADE LETTER d %I \ II A 0 ATED MARCH 25, = 1� x 6" MIN. ENGINEERED SOIL o -III 41 I11I l l u l l l l -i - 'SEE NOTE BELOW toll AS PERTINENT t I T W 10" MIN. FILTER MEDIA: 3 PART GLEAN WASHED SAND 18 MIN "� TO I PART 3/6" GRAVEL � I 1- x — 2 3/8" GRAVEL Fl- N I x -- 6" - 3/4" GRUSHED ROCK O - 24" MN. " ©EN&INEERI: D 501LA LAYER SHALL BE MINIMUM 6 DEEP ©5ANDY LOAMA 5 0 j SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% T111111 i-LE. 71.60' I NOdE: VEGETATED SHALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SNA! E TO 2.5% UNLE55 OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES.. NOTE: NO PII TiR FABRIC 15 TO BE USED !N i HIS SECTION. __VEGETATED SWALE WITH UNDERDRAIN I FOR USE IN CLAYEY SOILS w/ LOW PERMEABILITY SCALE: NTS 6.0' OR A5 SHOWN ON FLAN 6" GLASS II BASE —/ i 6 " >10' PGG FLUSH CURB AT EDGE OF PAVING ToP501 L TURFBLOCK IN R.O.W. mmm;wq Lwi7 SEEDED TURF OVER TOPSOIL (IRRIGATED) -OR- 3/8' GRAVEL 4 " -6' RISE T PROPERTY LINE ° •`-- 6 "X6" PGG FLUSH CURB 'ORGO` TURF STONE OR EQUAL CLOSED CELL TURFBLOGKS �- 2' OF 318" GRAVEL APPROVED BY THE CITY 6" OF 3/4" GRUSHED ROCK 4" AG PAVING 5AWGUT LINE la" I 2% MIP 2O O" MIN. PERVIOUS PAVERS (TYR.) SEE DETAIL CONCRETE DRIVEWAY (#3 REBAR o 18 "x 18" EA. 1 Vq°r' 2 %MIN. _ PROPOSED SINGLE FAMILY RESIDENCE EXI5TIN6 PAVIN6 uu�11Tii - _r n i-nT. -v- E— �ILu J{ II 1.5" GOLD PLANE--' IT 6" GLA55 11 BASE 6 "x 16" EGG FLUSH CURB AT SECTION B -B SCALE: 114° -1' -0" EDGE OF PAVING ENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ZE21 GRADING PLAN FOR: 165 KILKENNY DRIVE ` TRIGNY LIVING TRUST !TER COTA- ROBLES, 052176 APN: 261- 142 -19 404 boe PBD- 2010 -46 IT PLANNING CASE NO: 10- 120- BA-CDP Z W W Z Z Q W I, IMPERVIOUS: PERVIOUS: LANDSCAPE: A. DRIVEWAY 478 5F 120 5F -- B. WALKWAY 180 5F -- G. WALKWAY 3G3 SF 140 5F -- D. PATIO 200 SF 508 SF E. TR. PATIO 303 5F -- F. F. YARD -- -- 77q SF 6. 5. YARD -- -- 250 5F H. R. YARD - -- 4cI5 SF TOTALS 1554 5F 768 SF 1524 SF -- EXISTING WATER 5ERVI6E5 TO REMAIN - EXI5TIN& POWER POLE H16H- VOLTAGE 3 -PHASE 10 REMAIN BMP -10LF 5 FEET WIDE GRASS -LINED VEGETATED SHALE 1% SLOPE PER CITY STANDARD, SEE DETAIL TH15 PAGE (NOT TO BE MODIFIED WITHOUT GITY PERMIT) Ll IO RE+ -10VE, REPLAGE, RELOGATE GAS METER, OVERHEAD POWER POLE PER SDO$E 5TD5. "UNDERGROUND POWER REQUIRED SHALE SHALL. BE PLANTED WITH ADEQUATE 6ROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. C , /r -TOP — PER PLAN 1 TEMPO RAR DEPTH SLOPE FOR PER PLAN BASEMENT EXCAVATION _ E.TTER OF TURF REINFORCEMENT MAT ` PERMISSION TO F APPLICABLE o RADE LETTER d %I \ II A 0 ATED MARCH 25, = 1� x 6" MIN. ENGINEERED SOIL o -III 41 I11I l l u l l l l -i - 'SEE NOTE BELOW toll AS PERTINENT t I T W 10" MIN. FILTER MEDIA: 3 PART GLEAN WASHED SAND 18 MIN "� TO I PART 3/6" GRAVEL � I 1- x — 2 3/8" GRAVEL Fl- N I x -- 6" - 3/4" GRUSHED ROCK O - 24" MN. " ©EN&INEERI: D 501LA LAYER SHALL BE MINIMUM 6 DEEP ©5ANDY LOAMA 5 0 j SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% T111111 i-LE. 71.60' I NOdE: VEGETATED SHALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SNA! E TO 2.5% UNLE55 OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES.. NOTE: NO PII TiR FABRIC 15 TO BE USED !N i HIS SECTION. __VEGETATED SWALE WITH UNDERDRAIN I FOR USE IN CLAYEY SOILS w/ LOW PERMEABILITY SCALE: NTS 6.0' OR A5 SHOWN ON FLAN 6" GLASS II BASE —/ i 6 " >10' PGG FLUSH CURB AT EDGE OF PAVING ToP501 L TURFBLOCK IN R.O.W. mmm;wq Lwi7 SEEDED TURF OVER TOPSOIL (IRRIGATED) -OR- 3/8' GRAVEL 4 " -6' RISE T PROPERTY LINE ° •`-- 6 "X6" PGG FLUSH CURB 'ORGO` TURF STONE OR EQUAL CLOSED CELL TURFBLOGKS �- 2' OF 318" GRAVEL APPROVED BY THE CITY 6" OF 3/4" GRUSHED ROCK 4" AG PAVING 5AWGUT LINE la" I 2% MIP 2O O" MIN. PERVIOUS PAVERS (TYR.) SEE DETAIL CONCRETE DRIVEWAY (#3 REBAR o 18 "x 18" EA. 1 Vq°r' 2 %MIN. _ PROPOSED SINGLE FAMILY RESIDENCE EXI5TIN6 PAVIN6 uu�11Tii - _r n i-nT. -v- E— �ILu J{ II 1.5" GOLD PLANE--' IT 6" GLA55 11 BASE 6 "x 16" EGG FLUSH CURB AT SECTION B -B SCALE: 114° -1' -0" EDGE OF PAVING ENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ZE21 GRADING PLAN FOR: 165 KILKENNY DRIVE ` TRIGNY LIVING TRUST !TER COTA- ROBLES, 052176 APN: 261- 142 -19 404 boe PBD- 2010 -46 IT PLANNING CASE NO: 10- 120- BA-CDP Z W W Z Z Q W I,