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2014-11950 G (Plans)RIGHT OF WAY NOTE NOTIFICATIONS STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER MATT & ALYNDA DAVIS OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON CONCRETE WASHOUT 671 QUAIL GARDENS LANE, ENCINITAS, CA 92024 VBLVD HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE PHONE NUMBER: (760) 994 -9913 VIA ZAMIA ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL SITE ADDRESS SITE EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S POST A SIGN DESIGNATING THE WASHOUT LOCATION. 671 QUAIL GARDENS LANE DRAINAGE NOTE RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR APN 257- 011 -41 TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF CONSTRUCTION SITE ACCESS NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS COMMENCEMENT OF WORK: A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO A. SEWERS - CSD - (760)- 633 -2770 TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL LEGAL DESCRIPTION AN APPROVED DRAINAGE FACILITY. B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 PANELS /PLATES.�Q C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 PARCEL 2 OF PARCEL MAP NO. 20999 �UTILITY NOTE D. TELEPHONE - SBC BELL - (760) - 489 -3411 CONSTRUCTION VEHICLES FILE NO. 2012 - 0566583, RECORDED 09/19/2012 7d N E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. STATE OF CALIFORNIA. VICINITY MAP 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY GENERAL NOTES WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. EROSION CONTROL OWNER'S CERTIFICATE NO SCALE EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE THOM. BROS. PG. 1 147 D -5 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REJECTION AND REMOVAL. GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. THE SITE. INSPECTION. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL 2. THE SOILS REPORT TITLED "REPORT OF LIMITED GEOTECHNICAL INVESTIGATION PROPOSED PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. LOT SPLIT, 675 QUAIL GARDENS LANE" PREPARED BY C.W. LAMONTE CO., INC. DATED 07/22/11, EROSION CONTROL AND UPDATE DATED 11/11/13 & 02/19/14, PROJECT #116014 SHALL BE CONSIDERED AS PART OF 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MATT DAVIS AT (760) 994 -9913 REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN SIGNATURE: �` y"-� DATE: ^Z7° THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS 24 HOURS A DAY. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER, DO NOT REMOVE TREES OR SHRUBS MATT DAVIS AND SPECIFICATIONS CONTAINED IN SAID REPORT. UNNECESSARILY; THEY HELP DECREASE EROSION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES AN UPDATE ON 01/08/10 DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15 ALL NECESSARY MATERIALS SHALL BE 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR . TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. ( ) EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL SOILS ENGINEER'S CERTIFICATE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID GRASSES TO SHIELD AND BIND THE SOIL. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. I, C, Lf(ZAA4^,* REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN GRADING. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 07/22/11 AND FOR 5: CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT ENGINEERING INSPECTOR. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. AN UPDATE ON 11/11/13 & 02/19114. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO ON -SITE CONSTRUCTION MATERIAL STORAGE REPLACED OR REPAIRED TO CONDITION I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. REPORT FOR THIS PROJE HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. EXISTING PRIOR TO GRADING. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL c�,ry�� STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE SIGNED: REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES u DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. ``LL' ENGINEER OR A LICENSED LAND CIRCUMSTANCES WHICH MAY ARISE, R C E NO.: JL7� , STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN SURVEYOR. INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH AS:' 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO EXP. DATE: 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 12-3(- ZO /rJ_ PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES, y SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL TRAINING JOB #: 116014 b'�c pa 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE4 SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR C.W. INC. # INCORPORATED HEREON. LAMONTE COMPANY WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS, THESE BMP NOTES SHALL BE ` 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM 4350 PALM AVENUE, SUITE 25, LA MESA, CA 91941 €1F OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. PHONE NUMBER: (619) 462 -9861' SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WASTE MANAGEMENT STATEMENT OF ENGINEER OF WORK 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE- CONSTRUCTION MEETING HAS BEEN CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE- CONSTRUCTION MEETING SHALL BE . CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION, THE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL DRAIN SYSTEM. APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE, FOR INFORMATION ON DISPOSAL OF HAZARDOUS INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11950 -G HAS BEEN PERFORMED IN SUBSTANTIAL 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. '�.�'� .�.� .� CERTIFIES SUCH GRADING OPERATION. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE \ U Uti J� cam°+ �1 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES SITE. SIGNATURE: ®% DATE: 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE ROBERT O, SUKUP DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND /OR THE TURF /LANDSCAPED AREAS. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS THE SEA BRIGHT COMPANY AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING SURFACES. 4322 SEA BRIGHT PLACE, CARLSBAD, CA 92008` OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA PHONE NUMBER: 760 720 -0098 UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. ( ) SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST RCE NO.: 28302 EXPIRES: 03/31/16 " FOR THEIR INTENDED USE. ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE "& 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 DISCHARGES X131 �I% 13. THE. CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE IMPERVIOUS AREA & DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID IT TO AN ADEQUATE IMP /BMP. ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQ FT � DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL Ft MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED IMPERVIOUS AREA AFTER CONSTRUCTION: 18,720 SQ FT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. WITHOUT A PERMIT FROM THE CITY. INCREASE IN IMPERVIOUS AREA: 18,720 SQ FT 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY SAN DIEGUITO WATER DISTRICT NOTES: IMPERVIOUS AREA REPLACED: 0 SQ FT ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR DRIVEWAY AREA OF 9,830 S.F. IS INCLUDED IN THE ABOVE TOTAL. TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE DRIVEWAY IN FRONT OF THE GARAGE HAS 1,375 S.F. OF PAVERS, GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN WITH SAND BEDDING BELOW. THE REMAINING 8,455 S.F. OF DRIVEWAY IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE IS CONCRETE. ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 2� ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING OR PROPOSED PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED NOTE: WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE UNLESS WRITTEN PERMISSION IS GIVEN BY SAN DIEGUITO WATER DISTRICT. APPROXIMATELY 1,280 S.F. OF THE CONCRETE DRIVEWAY DOES NOT DRAIN SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN TO THE BIORETENTION BASIN. IT DRAINS WESTERLY TO THE EXISTING BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY DRIVEWAY OF THE ADJACENT HOUSE AND JOINT ENTRY. AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE FACILITIES MUST MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS, IF FACILITIES DO NOT MEET STANDARDS � e J �� _ � REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. BMP PROJECT STATUS ACCORDANCE WITH THE GRADING ORDINANCE. REQUIRED FOR THIS STRUCTURE. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FEET SEPARATION WHEN PARALLELING WATER SERVICES. PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED HOMEOWNER. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND FOR PRIVATE STORMWATER TREATMENT AND STORMWATER HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. EARTHWORK DATA ELECTRIC VAULTS. i 7 POLLUTION CONTROL FACILITIES" APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2:1 ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. MAXIMUM VERTICAL DEPTH OF CUT = 17' 6. ALL WATER SERVICE TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS �$ c � O KUP(� ��Fr RECORDED ON AowsT M . ZOI9 MAXIMUM VERTICAL DEPTH OF FILL = 12' MUST BE IN FRONT OF PARCEL THEY ARE SERVING. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN Act Z830 Z AS DOC. #: ?,C)A O35 ca`I 3�5 FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY CUT = 2,100 C.Y. FILL = 2,100 C.Y. PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED EXPORT= 0 C.Y. FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, REMEDIAL = 2,200 C.Y. 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. ( %7 ^� Z� - �4 10, ZOO SIGN DATE SI ATE GN D TE IGN DATE SIGN DA TE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED Bv: ofK. P. BY: cHE R. 0. S BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. R. O. S. K. P. S. R. O. S. l a- DESCRIPTION: 2" DISC PT. NO. 1023 PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: SAO APP GRADING PLAN FOR: LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD HORIZONTAL: N/A DATE: 08/19/14 671 QUAIL GARDENS LANE 141' WESTERLY LEFT TURN ISLAND NOSE N/A ®, �� /V� DAVIS RESIDENCE 11950-G QUAIL GARDENS DRIVE VERTICAL: N/A R.C.E. NO.: 28302 MASIH MAHER GLENN PRUIM RECORD FROM: COUNTY OF SAN DIEGO ENGINEER 9411 1 4 P/� f/y APN 257- 011 -41 ELEVATION: 320.417 DATUM: NAVD88 ROBERT 0. SUKUP EXP.: 03131/16 DATE DATE PI ANNIN(; ( ARP Nf)• 93.19; RIIP CI-IFPT 1 AG it 3204 \GPLAN_08 -19 -14 5 00 0) O O O N f� O (o Z CL 0 H 2 C7 Of m W V) W 2 Lu Q Z [n Ld W Z Z W I _ q n mw tG S WATER SERVICE }T 1JTECT I�TING SURVEY MONUMENTS PER PM 20999 �E`�� __,` E /IN RESS 675 �1UAIL GA[214EN L _. ,1 ' Z ' �, LACE _A1VY MONUMENT DISTURBED OR DESTROYED SHALL N IR �'^` °, __. - L x s - - ' q 33 n �PqO� EM __._ . �_ LACED ,BY A LICENSED lAl SURVEYOR AND SHALL I sr v _ . � . � ? -? 1 LE A. ORNER RECORA- -: IIH THE;,COUNTY A F >7 6� _ �._� _ �> J7.8 T� _ <.. _- - �.. _. I v � _ ;;• PARCEL 1 /� 'a IE PM #20999 .. ..1 , \ - FIRE NOTES: l v _ r.. ..._... y, , _- � y,, �� ., _� - _ _ � � 1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NO \.., 169.67 WALL �:...- : -___:_ _. - LESS THAN 13 FEET 6 INCHES. CFC 503.2.1 ` ;. 5..,. -., \ x \ NNfCT _TO. EXIST. (.`ON DVWY : > 2. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED EX `DUAL ATER ,�; � ', ,. -..� ,. ;: , r .. t , , a s: _ \` OONG.,.:, - = Y AND MAINTAINED TO SUPPORT THE IMPOSED LOADS _4� 3 w ,, < , r METER TO 671,- 8 _.. <_o '• `._ -Y,. - • , .- , • _.. _. ..- ,. :. • , , - 3 7 _ 7. < 7 6. X0.3 OF NOT LESS THAN 75 000 POUNDS AND SHALL BE X19�. ,�. �.: .� _,. , � �• . � y.,�a ,,. _ , OVWY_x -�_ - , �. , , •, , . : 7x�: ��. �.° ,..�° ,. � :4 , 7.02 �.,_ , <, ", r.. NL CARD S LN. <.., � , ..., � �.; � -� -�- ., . >'• 1.8%` PROVIDED WITH AN APPROVED PAVED SURFACE TO 11 _. " ' _.:.._ PROVIDE ALL - WEATHER DRIVING CAPABILITIES. Y ,.\ EXISTING 20' f,', NECT TO EXISTING 2° PVC FOR CON \ WATER EASEMENT AVER ICE EXTENSION TO HOUSE A \ \ EXISTIN 20 LO.O'/ -.: 20 - ,.. PER DOC. N 2012 0001 _- FOR PUS IC P• O`57\ - _.. l ER P RPOSES REC. JANUARY 3, 201 r r " ` \ X b �\ ISTING - -2 PT/C WATE ERVIC >`. EXISTIG PRN TE ROAD & UTILITY EASEMENT .� REC. 8` 27 20 AS FILE NO 2010- OA47018 ! .°,' EXIST EXIS I r PRIVV��TE ROAI UU EASEMENT.,' HEAVY B $H EA , OF OFFICIAL RE ORDS, PROVID S ACCESS TO \ ` {, -.`' C \ONC PAR�E� 2 ACROSS PitRCEL `• •.4 x PE TYP FIN1Sk ON ` AIL GARDENS DRIVE (PUBLIC�ROAD) -- DV GEdA D OW�PM #'10999 C -2 WALL 15-4 V APN 257 -OfJ -O \' D .-� q- CONCRETE Rf r , _ _ , n Z �`„ , F I V)q EXISTING s � x ,. \ _ ( VI' 8 C SEWER MAIN � -- - -_� . PER 7638 1 - - .y0 \. -- - 27c \ _., `T APN 254 613 25 - -- - - - -_- --- -- . r _" f 5 t _ , .L 3 _ -- - -c ; 12 SEWER LATERAL ! EAS NT . - ).:. ? ._ .. -_ X 6 E .. EASEMENT - - - .. - ..... _ .. _. \ \ \.. r T _ PER' DOC. NO. 2011 -03117 � �• f r � i REC. 6 20 11 - =_ 4 - 1 � _ PROTECT STREET - - - - - -- MONUMENT IN PLACE M \ SEWER LA L• - _ \ \ .� � .jpam.• �\ -- 1 -L , �, 360 sa FT - �v REPLACE 19LLEO CUR & - - - �- BI LE �Pl� 2b4- $13 -27 - -- � � GUTTER °'DAMAGE �' -- - -- - -- - SPLIT RAIL FENCE -- -- _ - - \ REP - - \ - CE GUNITE LE - _- __ ��- UF�R - -- _ .. ( i ALOEXIST! N�B F 2IKAITs _ _ W 3 j/ - - -- I ,. ,� / .. ..._ h ......,� _._ _ OMPR.FtnW OUTLET \�- ___ r_._ - -- --__ . -_ '- -\ _.� s ._ _ ......... -r__. - - -. - N ` _._.:__s. --ro co►tcw. _ . _ ..._ \- _ - _ ?i m 5' v 168 15• OR � , - _ S ,\ 8 • B r \ \ z i, , _- 7 . , - , ,• i, .: , � _, j VC '� ��Co c EQ IP. l � 26j• , � , - - - - - sEAT - _ RR P1T -€D 5 - - -� - <i BIORETENTION BASIN :.>.s ITT ;.FIL S PE 2 61 �, p5 .� �h' GCE - IAaPERVIOUS -AREA-= 8475 -5f.- - - - - - - - - - � \ \- -� I x T E S ABI ZE °� : p u .� 4° G � i _ _v - -- -- - - -` `��01 E, GI �� 5 \ BIO AREA REQ: D, - 0.04 X 475 339 S.F. DI _ r EC�I Neno�R ' PVG A • t" �� 9 S0 810 AREA PROVIDED 360ON� 4. g�0 j EDGE OF BIO SWALE 26 I. - 5'X10' qRC fs� �Y S & 6 C�� -', ?RAP RAP /�� N 2753'29" 5 E ,, 25 v \F' �.µ // -� r llc� G P kA, iii %� 7 \° \-.y'. S. F IPARCEL 1 FF;r �., �'u IN$ ALL AtA�WALI.r= i ' / ?7 r� 770. PM 20999 - # N � � 2 �� pgoa �s ,',� � t= - � •,� '�'� ' IE ! DER � A11. �EREO>�, PAR - PM #20 99 � I 2 �. ' 0+ •� -_. „ v 1 '77TI' t � 1�t, POOL D / � � 1.89 AC GROSS . • a , 4s : W C 4 , 7.25 T Z75 5 >. 03 AC NET 1 R G 60 R. u I G VOP t� N 00'55'51,, E N� N� 2, n .55 IE n 2 1 2 �•1 28.00' \. 76 _ EP 5 OP � 1 , < < 277, 6 `�� r 50' 1 M N G I l FF 6'0 7 5 u/ Vol 1q.11 Cs i a i B ti F n s 8 0 SETBACK r D C. IN 2 1 - 46 B 77• ° , °' �.� _ "; C� Cn l T�',= r , . t p � 4'3 V � x.. f I F G 7, w �a O �. X BIOLOG' CAL z v. 7r� M ' it <� a 4" ��3 y__. OPEN SE4CE X .:�, _1 77. I 5 ,: ti AREA = 0.64`, ACRES T 1 6.qg t t / Z PE C -4 WALL 2� � , DOC. NO. 2012,- 0465640 / I f , .., : r i" , �1 t- - I REC. AUGUST 7: 012 I PAD ?7g S FG � O P h 0'X40' M''t`5$'1'T..W, I I, 67 ?��8 E C IORETENTION BASIN 50.45 vv' I L 77.8 TG --\ - 3 ,, G '� DEEP W/ 18" \ _� r2 0 IF 2j tE, _ '� p Y- 10'X40' .BItrRETENTION BASIN G \ 9 FL 4 "N EN �IL6T Pipe SO \ � J _ S IL IMPERVIOUS AREA = 9450 S.F.' ,. 0 7 2 `� \ e 1 '. •° << , , �W \6!AyEt. WaN BIiT AREA REQ D = 0.04 X 9450 = 378 S. _ 27 \ $10 AREA PROVIDED = 400 S.F. \ ,a: 66.b'1 :EDGE OF BID SWALE = 267.0 SDRS 41, �,. Z \O I v \ 5 WALL �, ° ^d �- 7 E v h1 88'58'16 "_ ... 26 < .,- . , , , °,. •, ., , ° � ; :_ ,,.< . X10 R RAP 62 28 777 r. Y ( . - _ , .. • .,• ? PVC -R/01-01-44- 6 Y FIRE• > o.._., 2 $: - . , :.... ,.w. , : ,a : 8� �:.- .: .- ' � - � - -\ 2 CKING E II `'. , . 7. 0' . 7 7 Y6 20 � 3 � - # X �..,, \ 2 0 I I� 11 19'u Ib '46 01 caNe..I{�APWaLI. i II H6APWAL.L 1XITAIL. , f , RECOMMEND ,,QO APP � I LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141' WESTERLY LEFT TURN ISLAND NOSE HORIZONTAL: 1 " =20' N/A DATE: os /1s/1a �' 671 QUAIL GARDENS LANE DAVIS RESIDENCE 11950 -G N SCALE 1 " =20' R.C.E. NO.: 28302 ENGINEER f ' APN 257 - 011 -41 � , I RECORD FROM: COUNTY OF SAN DIEGO 0' STORMWATER MAINTENANCE AGREEMENT RECORDED AU`I 0_, ZO19 DOCUMENT NO. 2011-035038 185& TYP - -- - ----- , - - - -- \ < a 2.1 F 1 5 • � = N s qu iiEno A _ \ ` a PAR. D'TP►�h H N r �9 ___... _.._. = 108.00` �B�L35 /I I, \ I ENGINEER OF WORK: 43' E -- \ RIVABLE \ .•... ..� . ...._ _ . � � ^ GRASS ` '� tij r � mot: J ?) 650. 7'- r �-�-�� `, � j, Q�4i l A \ P' rn _ THE SEA BRIGHT CO. \ ,y I 1 4i o' ^� ^Ib "? \0 S j \. m 4322 SEA I P _ _ -. T�. N SEE `ppETAIL E I - x I N ry SHEEN 3 ti tih S�\ T' J BRIGHT LAC �� -- HEAVY B 5H' PE TYPE HEAVY BRUSH v' do -{ `, n P �. ': \ ' i No. CO CARLSBAD, CA 92008 ' ' r "V" l r , ✓ n , - -\ S ..`. . , f, (760) 720-0098 Exp. {b CNISH. ON C -2 WALL W L -A,N Z57- 011 -04 FINIS ON CONCRETE Y 19 !J (S RS t / ROBERT 0. SUKUP, RICE 128302 DATE SIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL D R. o. S. I K. P. S. I R.O.S. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. L MAI I` I DESCRIPTION: 2" DISC PT. NO. 1023 PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR' RECOMMEND ,,QO APP � - LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141' WESTERLY LEFT TURN ISLAND NOSE HORIZONTAL: 1 " =20' N/A DATE: os /1s/1a �' 671 QUAIL GARDENS LANE DAVIS RESIDENCE 11950 -G N SCALE 1 " =20' R.C.E. NO.: 28302 ENGINEER MiASIH MAHER GLENN PRUI Q I Q �.4 / / / //y APN 257 - 011 -41 RECORD FROM: COUNTY OF SAN DIEGO 0' 20' 40' 60' 80' ROBERT O. SUKUP EXP.: 03/31!16 r DATE r DATE PLANNING CASE NO: 13 -125 CDP Y SHEET 2 OF W 'y EARTH WORK: o V � CUT= 2,100 C.Y. o' FILL= 2,100 C.Y. V REMEDIAL= 2,200 C.Y. NOTE: SEE SECTIONS ON SHEET 3 185& TYP - -- - ----- , - - - -- \ < a 2.1 F 1 5 • � = N s qu iiEno A _ \ ` a PAR. D'TP►�h H N r �9 ___... _.._. = 108.00` �B�L35 /I I, \ I ENGINEER OF WORK: 43' E -- \ RIVABLE \ .•... ..� . ...._ _ . � � ^ GRASS ` '� tij r � mot: J ?) 650. 7'- r �-�-�� `, � j, Q�4i l A \ P' rn _ THE SEA BRIGHT CO. \ ,y I 1 4i o' ^� ^Ib "? \0 S j \. m 4322 SEA I P _ _ -. T�. N SEE `ppETAIL E I - x I N ry SHEEN 3 ti tih S�\ T' J BRIGHT LAC �� -- HEAVY B 5H' PE TYPE HEAVY BRUSH v' do -{ `, n P �. ': \ ' i No. CO CARLSBAD, CA 92008 ' ' r "V" l r , ✓ n , - -\ S ..`. . , f, (760) 720-0098 Exp. {b CNISH. ON C -2 WALL W L -A,N Z57- 011 -04 FINIS ON CONCRETE Y 19 !J (S RS t / ROBERT 0. SUKUP, RICE 128302 DATE SIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL D R. o. S. I K. P. S. I R.O.S. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. L MAI I` I DESCRIPTION: 2" DISC PT. NO. 1023 PLANS PREPARED UNDER SUPERVISION OF GRADING PLAN FOR' !U4 \Ut-LAN_U0 - -I V- 14 d Cv� v 00 O O I O N O z h 2 0_ m Ld L,J Z In 0! LLI Lv Z_ C') Z Lv RECOMMEND ,,QO APP � - LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD 141' WESTERLY LEFT TURN ISLAND NOSE HORIZONTAL: 1 " =20' N/A DATE: os /1s/1a �' 671 QUAIL GARDENS LANE DAVIS RESIDENCE 11950 -G (QUAIL GARDENS DRIVE VERTICAL: 1" = 20' R.C.E. NO.: 28302 ENGINEER MiASIH MAHER GLENN PRUI Q I Q �.4 / / / //y APN 257 - 011 -41 RECORD FROM: COUNTY OF SAN DIEGO ELEVATION: 320.417 DATUM: NAVD88 ROBERT O. SUKUP EXP.: 03/31!16 r DATE r DATE PLANNING CASE NO: 13 -125 CDP SHEET 2 OF !U4 \Ut-LAN_U0 - -I V- 14 d Cv� v 00 O O I O N O z h 2 0_ m Ld L,J Z In 0! LLI Lv Z_ C') Z Lv L Il I I I .. I I --.-,, �, � � /w I , / I I "I 1y-\ I "I ,,,, < / IS1,114G' Zo, -,�,� ....... ) WATER SERVICE PTO -," ; \' , R.,SO/INGRE`SS "I11 - -"`\� 1 I LN`� I i � I I - ------- - .. , '. I SEMEN"I" \\ 113 1 ... , ...... i�� ....... I—- -�, ..... 1'�- , . � ,� ... iz� -ie�V.111 Z� � i, 4 - 1 f, - I ..... I - - - - , , � ..... ...... . -1 --- - --- I 2l., - �- .F„\ -1 \, -,-- A,�, � �- � I-i _7 - -; �, , , , , , " �w - - --- - , � I I '� ,; I --, t - -- , I � 1Y I � I - " = -1 --- �a- -- " , -1 11 1111--� -1�1 "�- I- I � , .. - - ,.�� ; ,111 I I , 11 11 �l ,)- � i"'. j X,� / 1, "c' - , 11.1� 9 -/l, � �, jp, 1, 1, �l ", 2�-�l 1 t I I ,; I �'l z I i 11 I � I'll- " t , -I'll, � v,.!..: = --,'*-.I " � �1'11',7 ...... 4 .... . .. . .... / .. .. . ......... ; -------- I—- .... . ... !\ i 7� I - , , 11-1- .... ,I-. 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NO.: 28302 MASIH MAHER GLENN PR DAVIS RESIDENCE / // - VERTICAL: 1 " = 20' ENGINEER I 4/ I I RECORD FROM: COUNTY OF SAN DIEGO -91 9t 14 APN 257-011-41 1 -AIIIIIIIIIIIIIIIIIIIIIIIIIIIII= I I --I ELEVATION: 320.417 DATUM: NAVD88 IIIIIIIIIIIIIIIIIIIIIIIII I - I - - I ROBERT O. SUKUP EXP.: 03/31/16 1 DATE DATE ' PLANNING CASE NO: - 13-125CDP I SHEET 32 - I!►rJ0YL�VMIIIII 1. HYDRO — SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: 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 HYDRO— SEEDED GROWTH. 3. HYDRO— SEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 LBS. PER ACRE OF ROSE CLOVER. b. 20 LBS. PER ACRE OF ZORRO FESCUE. c. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNICA. d. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA. e. 1/2 LB. PER ACRE OF BEACH EVENING PRIMROSE. f. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDRO— SEEDED IS NOT VISIBLE FROM ETHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. g. ITEM "a" OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDRO— SEEDING. h. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB —SITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINER. I. NON —PHYTO —TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDRO —SEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS. PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS. PER ACRE. 4. HYDRO— SEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1. b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a" ABOVE. B. CONDITIONING THE SOIL SO IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OD SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. 5. HYDRO— SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDRO— SEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. SILT FENCES. A SILT FENCE IS A TEMPORARY SEDIMENT BARRIER CONSISTING OF FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS, ENTRENCHED, AND, DEPENDING UPON THE STRENGTH OF THE FABRICATED, SUPPORTED WITH WIRE FENCE. SILT FENCES MAY BE USED FOR PERIMETER CONTROL, PLACED UPSTREAM OF THE POINTS) OF THE DISCHARGE OF SHEET FLOW FROM A SITE. THEY MAY ALSO BE USED AS INTERIOR CONTROLS BELOW DISTURBED AREAS WHERE RUNOFF MAY OCCUR IN THE FORM OF SHEET AND RILL EROSION, AND PERPENDICULAR TO MINOR SWALES OR DITCH LINES THAT DRAIN UP TO ONE ACRE. SILT FENCES ARE GENERALLY INEFFECTIVE IN LOCATIONS WHERE THE FLOW IS CONCENTRATED AND ARE ONLY APPLICABLE FOR SHEET OR OVERLAND FLOWS. EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR - WOOD POST ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST --�--- . 3' MAX. 2' MIN. •v FLOW 10' (3ml MAXIMUM SPACING WITH WAR SUPPORT FENCE 6 1.8m) MAXIMUM SPACING WITHOUT WIR SUPPORT FENCE STABILIZATION OF VEHICLE TRAFFIC AREAS. ALL AREAS OF SIGNIFICANT VEHICLE TRAFFIC (SITE ENTRANCES, ACCESS ROADS, PARKING LOTS, ETC.) SHOULD BE STABILIZED IMMEDIATELY AFTER GRADING TO PREVENT EROSION CONTROL DUST. SITE ENTRANCES AND EXISTS ARE ESPECIALLY IMPORTANT. USE GRAVEL APPROACHES TO LIMIT TRACKING OF SEDIMENT OFFSITE. WATER TO WASH IF NECESSARY Lf SPILLWAY • ,� ^� ,� • COURSV AGGREGATE • -I •�i�i ^. . . . .• �� `Ls'�`L�_L -��`C -ter - '�`)LT��` •I�'�`t- 1�`Ls�� - \--- DIVERSION RIDGE 50' MIN. (1 MERGE INTO ADJACENT SLOPE OR RISING GROUND THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRADE INTERVAL LESS THAN 2% AS REQUIRED /200'MAX. 2% TO 4% 100 FEET 4% TO 10% 50 FEET OVER 10% 25 FEET NOTE: PLACE GRAVEL BAGS PER INTERVAL SHOWN ABOVE AS INDICATED ON PLAN GRAVEL BAG CHECK DAM NOT TO SCALE SLOPE STABILIZATION USE EITHER ONE OF THE CHOICES BELOW OR SHOW BOTH OPTIONS & LET CONTRACTOR CHOOSE GEOTEXTILE MAT MATSIBLANKETS SHOULD BE INSTALLED VERTICALLY DOWN SLOPE. 0 ° O O o ° o o 0 O 0 o 1� 0 0 412' 4 (300mm 0 MIN. a^ O 0 (700mm) OVERLAP 0 0 ° 0 o ° ° r 6 "(150mm) 1 (40m m) 't- STAPLES. OR BONDED FIBER MATRIX (BFM) THE USE OF BFM IS SUBJECT TO THE FOLLOWING LIMITATIONS AND RESTRICTIONS APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2:1 OR SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2:1. BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL. THE SITE MUST BE PROTECTED WITH BROW DITCHES AND /OR DIVERSION BERMS AT THE TOP OF SLOPES TO DIVERT FLOW FROM THE FACE OF THE SLOPE. BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE (i.e. APPLICATION FROM MULTIPLE ANGLES). FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLED IN CONJUNCTION WITH SEEDED EROSION CONTROL VEGETATION. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL. STABILIZED FIBER MATRIX (SFM) THE USE OF SFM IS SUBJECT TO THE FOLLOWING LIMITATIONS AND RESTRICTIONS SFM MAY BE USED FOR TEMPORARY EROSION CONTROL FOR DISTURBED AREAS WITH A SLOPE RATIO OF 1 VERTICAL TO 2 HORIZONTAL OR SHALLOWER, INCLUDING PAD AND SEPTIC FIELDS. THE SFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL AND SHALL BE APPLIED TO PROVIDE 100% COVERAGE (I.E. APPLIED FROM MULTIPLE DIRECTIONS AND ANGLES). THE APPLICATION AREA MUST BE PROTECTED BY BROW DITCHES AND OR DIVERSION BERMS AT TOP OF SLOPES TO DIVERT FLOW FROM THE FACE OF THE PROTECTED SLOPE. FOR PERMANENT EROSION CONTROL PURPOSES, SFM MUST BE INSTALLED IN CONJUNCTION WITH SEEDED EROSION CONTROL VEGETATION OR HAND PLANTINGS. AS WITH ALL OTHER APPLICATIONS, SFM WILL NOT BE CONSIDERED PERMANENT UNTIL 70% VEGETATION ESTABLISHMENT. COVERAGE AND CONCENTRATION: FOR EACH ACRE COVERED, THE MINIMUM APPLICATION VOLUME SHALL BE 10 GALLONS NON —TOXIC WATER — PERMEABLE SOIL— STABILIZING LIQUID EMULSION WITH 3,000 LBS. OF HYDRAULIC MULCH. THE EMULSION MUST BE DESIGNED TO PROTECT SOIL, PREVENT EROSION, AND FLOCCULATE (CLUMP) SEDIMENT. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THE SFM WAS INSTALLED IN ACCORDANCE WITH APPROVED APPLICATION RATES, COVERAGE, AND MANUFACTURES DILUTION RATIO SHALL BE SUBMITTED TO THE COUNTY INSPECTOR FOR APPROVAL. ENGINEER OF WORK: THE SEA BRIGHT CO. 4322 SEA BRIGHT PLACE CARLSBAD, CA 92008 (760) 7200�- -0098 BY: lam• Z � all91l9 ROBERT 0. SUKUP, RCEI28302 DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL "rR`o s °T' "K PI1UT. �hR o US. 1`5 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AofWA 08116, 16 t I b DESCRIPTION: 2" DISC PT. NO. 1023 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED JGLO APP OV EROSION CONTROL DETAILS FOR: All LOCATION: MEDIAN ISLAND OF LEUCADIA BLVD HORIZONTAL: N/A c DATE: 08/19/14 ^ ^ 671 QUAIL GARDENS LANE 141' WESTERLY LEFT TURN ISLAND NOSE / V DAVIS RESIDENCE 11950-6 QUAIL GARDENS DRIVE VERTICAL: N/A N/A ' R.C.E. NO.: 28302 MASIH MAHER GLEN NpP IM RECORD FROM: COUNTY OF SAN DIEGO ENGINEER 9Iq 114 ( j /jy APN 257- 011 -41 ELEVATION: 320.417 DATUM: NAVD88 ROBERT O. SUKUP EXP.: 03/31/16 DATE DATE PI ANNIN]r (.ARF NfT 93_19F Rf1P C4IFFT S 111 S 3204 \GPLAN_08 -19 -14 00 O O O O N .°e O Lo Z Q D_ O T O O_ m Q LIJ 0 Ld Lv Q Z D_ LIJ LIJ _Z CD Z LIJ