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2014-12184 G (Plans)c n RIGHT OF WAY NOTE EROSION CONTROL LEUCADIA WASTEWATER DISTRICT SEWER LATERAL WORK TO BE DONE GRADING PLANS FOR: NOTES FOR MINOR GRADING PLANS OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MATTHEW POWER AT (760) 579 -2190, 24 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING: HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN HOURS A DAY. 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR 1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND 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. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING CTBER 1 TO APRIL O OCONVEN 186 ANDREW AVENUE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OMATERIALS,NAND 2. CITY OF ENCINITAS STANDARDS. SITE ONIN OCTOBER 1(OAT ENT LOCATIONS TO FACIL TATS AP DRICONSTRUCTION OF TEMPORARY 2. ALLA DESIGN, CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DRAINAGE NOTE EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR DESCRIPTION STD. DRAWING NO. SYMBOL 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. CITY OF ENCINITAS, PUBLIC WORKS CONSTRUCTION (GREENBOOK AND THE REGIONAL STANDARD DRAWINGS. MOST CURRENT NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. SUBDIVISION BOUNDARY ........................... - - - - TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TO AN APPROVED DRAINAGE FACILITY. SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. COUNTY OF SAN DIEGO TIMES WITHOUT EXCEPTION. CENTER LINE .. ............................... - 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOBSITE AT ALL EASEMENT LINE - - - - UTILITY NOTE THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES TIMES. . ............................... WHICH MAY ARISE. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL LOT LINE .... ............................... . 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN PROPOSED PAD ELEVATION PAD =126 ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. .......................... 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND LOT NUMBER .. ............................... PARCEL 1 GENERAL NOTES INCORPORATED HEREON. SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. EXISTING CONTOUR (MAJOR) ............... 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT ' E 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY Of THE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS THE CONCLUSION OF EACH WORK DAY. LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE EXISTING CONTOUR (MINOR) ......................... FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING A"E' WITHIN THE LIMITS OF THIS PROJECT. ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO EXISTING WATER . ............................... - N - THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. HlLLCRaT CONSTRUCTION. EXISTING SEWER . ............................... - s - 2. THE SOILS REPORT SUBJECT "LIMITED GEOTECHNICAL INVESTIGATION" PREPARED BY EAST raRO 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF COUNTY SOIL CONSULTATION AND ENGINEERING, INC. DATED 09 -4 -2014, AND PROJECT NO. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP 5 THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER EXISTING FENCE . ............................... -° 14- 1147A2 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE NOTES UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY EXISTING TREE ...................... . DONE 111., _CCQ_RwCE_ CO IFI ATIONS CONTAINED IN SAID �A�o„ E DISTRICT ENGINEER. REPORT. N PkR u ®^ rrl� rF® MA( i2 ®ta, ST. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHWERWISE X60 3. SEPARATE A PRO A S D P MITS FOR ANY UCT10N WITHIN PUBLIC RIGHT -OF -WAY 1 FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES How SHOWN AS APPROVED BY LWD ON THE PLANS. PROPOSED CONTOUR (MAJOR) ....................... . OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION a n• � ucu 11. " " A 2 -INCH HIGH S SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE PROPOSED CONTOUR (MINOR) 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. � s sr g CONTRACTOR. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL .... . GRADING. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. aaroA °� � � > S. r� " EXTEND UP TO A 2 COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN CUT / FILL SLOPE .............................. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP FACILITIES AND TO r > y z ' ' ' SHALL TERMINATE 6 " ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER DAYLIGHT LINE �� C-UT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE /IMP /OR `� '� THE CUSTOMER END OF THE LATERAL SHOULD EXTEND ABOVE GRADE UN11L CONNECTED AND SHALL .. ............................... FCC REPLACED OR REPAIRED TO CONDITION TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. -� EXISTING PRIOR TO GRADING. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE THEREAFTER BE BURIED AT THE POINT OF CONNECTION. DIRECTION OF DRAINAGE ........................... 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS TURF /LANDSCAPED AREAS. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA 14. ALL SEWERS AND LATERALS SHALL BE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE PROP. BIDT RETENTION BASIN .....SHEET 2 ....... . ENGINEER OR A LICENSED LAND UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP BMP. IMP/ BMP. APPLICANTDCONTRACTORS EXPENSE PRIOR OR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST TREATMENT TREATMENT BMP PERMANENT STORED SURVEYOR. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. AL WIT NOT TO BE ALTERED WITHOUT CITY PERMIT 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO PRIOR TO PAVING. I RIPRAP NO. 2 BACKING ........................... . SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL AN ADEQUATE IMP /BMP. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES OR SHALL BE MADE BY SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE MILE OF A STRUCTURE FOR 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT T�/ I VI C I N I VICINITY MAP INSTALLING NEW MANUFACTURED WYES. STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PERVIOUS PAVERS ............................... -HALF (1/2) A PERMIT FROM THE CITY. PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. 7. THE INSTALLA11ON OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE NITS SEWER. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN 8• ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, OWNER DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT SHALL BE ALLOWED. STATEMENT OF ENGINEER OF WORK 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY NARK°! R• SL.AU AND MANETTE. L. &AMY, 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED P.O. �X ZL 33 MEETING THE SAME MATERIAL REQUIREMENTS AND OUTSIDE DIMENSION AS THE PIPE BEING ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF 2A.NC:NO SANTA, Fte, L /a. c1Z.U0 FT S, REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENGINEER AGREES THAT THE WORK PERFORMED Y E N THE UNDERSIGNED D B THE ENGINEER SHALL COMPLY AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE (6l`11 S4'cg -C930S8 ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A OWNER'S CERTIFICATE PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE BE PROVIDED STATING: "THE GRADING UNDER PERMIT 12184 -G HAS BEEN PERFORMED IN SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY AS- GRADED PLAN". THIS STATEMENT SHALL FOLLOWED BY THE DATE AND SIGNATURE OF THE NOTIFICATIONS IT IS AGREED THAT THE FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. O CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, A ROMAC INDUSTRIES, IN.0 STYLE 501, OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)SHALL HAVE A REGISTERED CIVIL OR APPROVED EQUAL, STRAIGHT OR TRANSITIO P U LING N COUPLING SHALL BE USED WITH A GASKET RANGE FOR NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE EACH END OF THE THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE DIRECTOR OF ENGINEER SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE COUPLING T O MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF T HE AT OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS OF THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR PROPER COMPLETION OF THE IMPROVEMENTS. COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65-45-12 FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR / REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING U11LI11ES OR AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. OUT OF THE WORK PERFORMED BY THE ENGINEER. ACCEPTABLE FOR THEIR INTENDED USE. THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE 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 VERIFICATION AND LOCATION OF U11LIlIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CWD - (760)- 633 -2770 COMPACTION AND STABILITY OF THE TE. 1 '', '; , �1 Z ( YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL B. GAS &ELECTRIC - SDGE - (760)- 438 -6200 SIGNATURE DATE: ` FOR AND UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT SIGNATURE: DATE: MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF DA N DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. D. TELEPHONE - SBC BELL - (760)- 489 -3411 CONSTRUCTION. R.C.E. NO. 70066 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN E. CABLE N -COX COMMUNICATIONS- (760)- 806 -9809 X -2233 1VANETTE L. 3LAt,14, EXP. DATE: 09/30/16 OFESS/ ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. PC). lOy- 2.133 RANCHO SANTA FE CA, e1ZdG? SAN DIEGUITO WATER DISTRICT NOTES: OeR v . l ��o cq F �, TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: �(;I (� S44C ` D 10 K COASTAL LAND SOLUTIONS, INC. �, Q o GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE 577 SECOND STREET Z5 o z (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO No.0070066 COMPACTED A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REJECTION AND REMOVAL. SPECIFICATIONS ENCINITAS, CA 92024 PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. AD IL ENGINEERS CERTIFICATE 2T REVI W OF TH THIS PLAN BY SAN DIEGUITO WATER DISTRICT CTIEDOES NOT CONSTITUTE REPRESENTATION AS PH (760) 230 -6025 * EXP.09 /30/16 _ OF, ANY EPRO FAX (760) 230 -6026 �TgTFOFCAL�F���`P SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION VIATI NRAND EMBANKMENTS SHALL IMPERVIOUS AREA i, MA ALL A REGISTERED CIVIL /GEOTEC ENGINEER IN THE STATE UNDERGROUND UTILITY, PE OR STRUCTURE WITHIN THE LMIITSOOFNON-EXISTENCE THIS PROJECT. BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A Y OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, LIFOU A, PRINCIPALLY I D OF 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR IMPERVIOUS AREA PRIOR TO CONSTRUCTION: O SQFT HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT PROPOSED CONNEC11ON SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING "THIN EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE IMPERVIOUS AREA AFTER CONSTRUCTION: 7 355 SQFT WITHIN THIS SITE WAS MADE BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN INCREASE IN IMPERVIOUS AREA: � SQFT IN 2014. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, NTH SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, IMPERVIOUS AREA REPLACED: 0 SQFT MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING COASTAL LAND SOLUTIONS, INC. PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR 577 SECOND STREET AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER EARTHWORK DATA INCORPORATED IN THE GRADING PLANS AIR SPECIFICATIONS. PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, ENCINITAS, CA 92024 AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. i�+,a �� knf r THEN THEY SHALL BE PH (760) 230 -6025 � SIGNED: � t 3��1� I I UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. FAX (760) 230 -6026 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 STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2.0 H : 1.0 V MAXIMUM VERTICAL DEPTH OF CUT = 2.3 MAMADOU SALIOU DIALLO R.C.E. 54071 EXP. DATE: 12/31/2015 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN CLS# 1431 4` PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE MAXIMUM VERTICAL DEPTH OF FILL = 1.3 C-,ff -1a°tf DIEGO GAS AND ELECTRIC VAULTS. PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO PROJECT N0. 14- 1147A2 z at ,� 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CUT = 120 C.Y. FILL = 120 C.Y. EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. r c` ® ' 10925 HARTLEY ROAD, SUITE I q " WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA BMP PROJECT STATUS CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF EXPORT = 0 C.Y. STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMEDIAL = 0 C.Y. SANTEE, CA 92071 �'` n "'` THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT QUANTITIES THESE QUANTITIES DO NOT INCLUDE ANY LOSSES DUE TO SHRINKAGE, SUBSIDENCE, 619 258 -790 1 ( ) COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS STANDARD WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. - -- OVESE OR ANY SPECIAL REQUIREMENTS THAT MAY BE SPECIFIED IN THE - AS BU I LT APP Po vA LS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH PRELIMINARY SOILS REPORT. THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. ALL CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF TNT. pgTfi EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. -" 2�) -If QpBtICIUdRl6 �► p SHEET INDEX LEGAL DESCRIPTION Eub1NE NAMr 134TE plA1JWIN(s NIA l`l EUIEtuER A.+ �•iYl SHEET NO. is TITLE SHEET PARCEL 1 OF PARCEL MAP NO. 19239 IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, SR. EA161AIEER DATA: WSVFCTOR wr SHEET NO. 2: GRADING PLAN STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL MAP THEREOF FIELD IN THE OFFICE SHEET NO. 3: STREET IMPROVEMENTS OF THE SAN DIEGO COUNTY RECORDER ON MAY 22, 2003. LEUCADIA WASTEWATER DISTRICT FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT SHEET NO. 4: EROSION CONTROL PLAN SITE ADDRESS PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER 186 ANDREW AVENUE /_a,0l?% 5�" /115 ENCINITAS, CA 92024 STE HEN DEERING; PE RCE D' ATE , (, 1 4 !Viii"` �� -�� APN: 216 - 052 -62 J%- ��_ 5 ! l SI DATE SIGN DATE SIGN ATE SIGN DATE k9MN D TE DUDEK EXP DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DVC JAF DVC W NERsAipAt sw. REPLACEMENT S O DESCRIPTION: CITY OF ENCINITAS BENCHMARK PT. NO. 1001 LOCATION: WEST END OF THE DRAINAGE BOX INLET IN THE NORTHEAST QUADRANT OF HORIZONTAL: 1" = 10' PLANS PR RED UNDER SUPERVISION OF DATE: '/. 9, 1 r RECOMMENDED:SIIN APP V _ A_ ^( GRADING PLANS FOR: 186 ANDREW AVENUE 12184 -G - U 'Ik THE INTERSECTION OF LA COSTA AVENUE AND INTERSTATE HIGHWAY 5 RECORD FROM: R.C.E. NO.: 70066 MASIH MAHER GLENN PRUIM APN:216- 052 -62 ELEVATION: 47.114' DATUM: NAVD88 VERTICAL: DAVID CARON EXP.: 9 -30 -16 LO DATE DATE ! ? -G2 qq PLANNING CASE NO: `1T 19 "I CDP A_1 - SHEET 1 OF 4 i f a� \ Uv T PROPOSED RETAINING I ° a� ou D 3/ IRON PIPE WETS{ ANC. AIL PROPOSED COBBLE PAR. 4 WALL PER SDRSD C -6 12 "X12" INLET. 0 �H EET � A SEE. - BMP CHECKLI NOTES: �I I (4 � SEE DETAIL N " FOUND 3/4 IRON PIPE 1) SELECT PLANTS THAT CH THE EXISTING LIGHT ° 65.36TW ° H 03 "W iK WAId z a- Y o -1.81' H ' " " NTH DISC RCE 26175 CONDITIONS THEY L GROW BETTER AND REQUIRE LESS WATER H _ ° =2.92 �� 62.9 FiG 62.58FG W C N 10 I SEEE DETA h 63.16HP °° ^ N R 62.41TF 62.08TF 2) MATCH SU ACE AND SOIL DRAINAGE CONDITIONS TO PLAN OISTURE REQUIREMENTS - - - - - 65 61.16FL -65 65 65 gg 65 63.00TW I 3) S CT PLANTS THAT GROW WILL IN THE 64 62.80FL -g4 64 EMPERATURE RANGES OF THE AREA 63 1.1 % -7.5 63- _- 1.0 %_ -_ - 62.85FG� -0.65 63 1.8% 4) SELECT PLANTS THAT ARE REGIONALLY ADAPTED TO L1 62 - - - SD - - SD SD SD S _ 63 - 62.36TF� - 6s THE AVERAGE RAINFALL OF THE AREA _ 63.42FS - - - L 62.68 NOTES: I 5) PRESERVE ESTABLISHED VEGETATION GROWING ON A SITE; IT HAS AN EXTENSIVE ROOT SYSTEM AND 61.161E - - - - _ m _ 62 8 F2 4 - M 6 .68 REQUIRES LESS IRRIGATION WATER THAN NEWLY \ TOP DEEPENED ° 0 p 63.03FS o .� _ 1) BEARINGS AND DISTANCES SHOWN HEREON PLANTED TREES AND SHRUBS 4M T I I FOOTINGS 63.42FS ° f EX. TREE TO ARE DERIVED FROM AN EVIDENCE BASED PROPOSED STM m BOUNDARY SURVEY PERFORMED ON JULY 24 2014. ( � ° BE REMOVED 6 SPACE PLANTS ACCORDING TO THEIR MATURE SIZE TO ) REDUCE COMPETITION FOR WATER A DRAIN � �+, \ A CORNER RECORD IS IN PROCESS WITH THE COUNTY a m w° I 10 I I TOP \ 6" PVC @ 0.50% - 25. ' OF SAN DIEGO, PLEASE REFER TO THE SAID CORNER RECORD FOR THE FULL BOUNDARY PROCEDURE I 7) CONCENTRATE SEASONAL COLOR IN SMALL, HIGH IMPACT AREAS TO REDUCE OVERALL WATER SETS C .16 \ y� __ 0 I ` �' 2) PLEASE NOTE THAT THIS SURVEY HAS NOT I REQUIREMENTS 8) AVOID CONSTRUCTING RAISED BEDS UNDER TREES DUE FF =63.50 W _ I IDENTIFIED ANY UNDERGROUND UTILITIES THAT TO ROOT COMPETITION FOR AVAILABLE WATER N z (n � p MAY EXIST UNLESS OTHERWISE SHOWN. I 9) DEVELOP A LANDSCAPE PLAN BEFORE DESIGNING AN 8.0 8. �62.32FS I PAD =62.83 \ I 3) TREES THAT ARE LESS THAN 12" IN DIAME IRRIGATION SYSTEM ° \ 4p 4 pp' N COfJC = I HAVE NOT BEEN LOCATED, UNLESS 0 SE I 10) INCORPORATE SHADE TREES INTO THE LANDSCAPE TO I 63.30FS 62.81FL SHOWN. WQ REDUCE EVAPORATIVE WATER LOSS PR. BIORETENTION 3.50FS 63.50FS a J ( W 11) SELECT AND GROUP PLANTS ACCORDING TO THEIR WATER NEEDS AND DROUGHT TOLERANCE 58' X 12' WIDE I "� ffi w ° \ o p Z 0 I 12) DIVIDE THE LANDSCAPE INTO WATER -USE ZONES 696 SF, BOTT.= 61.16FS I I 12 D °� Ogg PAR. 1 °� °� Q M AWA N 0 S: Q 13) AVOID SMALL, IRREGULAR- SHAPED ISLAND PLANTINGS IN TURFGRASS AREAS BECAUSE THEY ARE DIFFICULT "MIN. 10 AT OVERFk,W I I4 1 1 63.27TG ® �\ I I TO IRRIGATE --�-16 �\� °� P.M.19239 61.981E p Lv 1) LANDSCAP REAS WILL BE PLANTED WITH NATIVE 14) CONSIDER IRRIGATION SPRINKLERS WHEN DESIGNING 63.42HP \\ 62.99FS AND D GHT TOLERANT PLANTS I TURFGRASS AREAS AND PLANTING BEDS PAR. 2 ° 3 ' \ 2.0 0 5% 0.5% 63.45FS 2) RTYARD AREAS WILL BE FINISHED WITH 15) MOVE OR ELIMINATE PLANTS NOT SUITED TO THE i �- ECOMPOSED GRANITE 9 I� EXISTING SITE CONDITIONS AND IRRIGATION _ 5. ' 63.27FS 0 ' 3.45FS D " " \ MAWA = (42.9)(0.62)[0.7X783 +0.3X0]= 14,580 GPY M ° CK p� �� �j SEE DETAIL ° GB _� _ ° cn .16F usp 63.45FS 6. FS \ I , NDS 12" SQUARE 44 L' o n 63.34HP SCREEN WALL I GFF =63.25 °' \ I " NDS 12 SQUARE POLYOLEFIN GRATE W/ C) 8; ° I ° :EE ° &yl ° 63.37FS RAISED PLANTER H =0 POOL PROPOSED STM - Pi4D- 2 58 \ rl w z TAPERED U.V. INHIBITORS. OR POLYPROPYLENE BRONZE GRATE. �QM m" 63.11FG � to DRAIN � � p ( CATCH BASIN W/ 12 SQ. WIDTH 63.45FS H =0' 63.45FS v 4 PVC ®1.00% ti ^ REPLACED WITH 6' HIGHTSOLLIID ° U.V. INHIBITORS. SEE ET L 1 - ry CONC 63 45F 6" WALL °PENING „ � c ( FENCE SLOPE SLOPE aN� a s 6 WALL OPENIFIG 63.25FS I 63.25FS - - �I- m�rll =l�l= I I 711 'll =1141 w,� I w �° 61.99FS ° w a- 63.45FS 63.21FS I III 111=11 III 111 T�Ti -ITI 1 u 1nir11711= 63.34FS H 63.21FG tP6V "p H =0 63.45FS EAD ALL D TAILp a PERV. PAVEMENT HYARdAGiCPERMEABLE PAVER BY RCP I I �� m I i 111�u 11 u�u li -1 a u`l�nu n m m '11 M m aIF / ° ? BLOCK AND III III III�I II mJIF Ill IIL-T u1 a =u 11� n u1�u li m u1= W� 4 63.39FS w V N� �� 63.39 BRICK OR EQUIVALENT Gj . SEE DETAIL III �� m u ul T1�11 1u� Liu -I �Ti� lit -11 -u 63.45FSmN ° H -0.78 62.67FS'--'61.671E ° ° I ul -n1�T X11 11�TI- III 11= 1 �u Ir nT� m� 62.67FG 62.67FG mM 62.67FL 63.04FL ° W m / m/ �-.o' a� ' -- M '�`° `v \ --- SEE-DETAIL 11 111 11 �1� V °' \ ITS b� w u'i rMONKISH 11 all�li i�l m11-11 I r n ' \ D 10 c M � -- __ __ -'-_ _ ul,lul11 �j 1 � 62.60FS � O 10 ri Sri / <d �' _ -_ - - •� _ ... � �� .--- -- - __ , 1'I I I I� I 1 1 11 l I I I I 11EVE91 IF I I I I II IICII 1 I rl � III M-114111 p J 3.^3 W V ° a 63.07EX .50EX 63.60EX �, 63.91EX W W -- m ,� LI IST1NG 4" 4� PRIVATE ROAD �rnII �l - r T ��i. liiEll IH��I -Ilnl II III�IIIaIH11= Ix \ �`' Q'" Q " ° "" °,� `° °ate TO BE ry °' n y .a °"' w� " "mow"' °m wm �m mm m -ti�i �, __ -: - EASEMENT I II -Ili IHII Irll Irl -1 �I -I r=1 1=11 =1 I-I -I �Tr�7r= rriiTi= �= M ° \ J 4�. 4G °- ) o ° 3� m° _ 4 4� ,_ PR. ° ` REMOVED B a 4 4�' �� 4� oM BIORETEN N M ° ` ` <S LIMIT OF EXISTING EX. 8" PVC WATER PER SEWER EASEMENT -i1 ! ail =1n�1 111 a 1: 1n lil 1: =1.I a u =la- 1,I a =r COMPACTED SOIL m° _ X30 X 1 DE 6 CONC. DWY PER EX. L 3 -0763 I DRILL �" WEEP HOLE ,� �° o D 30'SF, TT. 1. 7F GEOTECH RECOMMENDATION O DWG 7652 -G c �� c S " GRAVEL BASE 4" TO 6" TYPICAL OF 4 PLACES AT M a S �- 4 S- S 4 S M S S S - -- - S`" S S p �� .4 J S S S �� a� DEEP BELOW BASIN. TO BTM CORNERS. PREVENT STANDING WATER. S S S �m mom° -- m " a� m�' moo 10 ° mS wM amp m 4 m� ro m� W L m� m� a^ \� > ash NOTE: - 8" PVC SEWER PER ° Qa� °mom GRATE TO BE ATTACHED TO CATCH BASIN WITH - _ _ W° m� SCREW PROVIDED AT TIME OF INSTALLATION. -- R' � � 2 -- - / NDS 12" SO. CATCH BASIN TYP. INSTALLATION FOOD 3/4" IRO P1f� w� » „ aN a ° ° ° NICW3 08 "W 164.13' w� A a� ' P.M. 343 °° FOUND 3/4" dRON P E FOUND 3/4" IRON PIPE » LANDSCAPE APPLICATION - NTS WITH„ DISC RCE 26175 W° ° TH DISC R g�1a,� WITH DISC RCE 26175 m� i T FS s� ENCUMBRANCES: 21 1r OF RAINAGE NOTES: EXISTING ENCUMBRANCES LISTED BELOW ARE PER PARCEL MAP NO. 19239. AND A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE _ _ -� =111 -I =1 I I_I I -I I I- - i 1� 2 2 1 1 = 1) ALL EA DRAIN PIPES MUST DAYLIGHT TO BASIN N� -- NO. 2 BACKING COMPANY DATED DECEMBER 19, 2013 AS ORDER N0. DIV- 4539158. -U =� =1 61.67FS BIORETENTION BASIN =111, PER PLAN OEXISTING PRIVATE ROAD AND UTILITIES EASEMENT PER P.M. 19239 AND ER PLAN iT -II- BIORETENTION ROOTED, DENSE, DROUGHT " 6 PVC DESCRIBED IN ITEMS N0. 3 7 AND 9 OF SAID PRELIMINARY TITLE REPORT AND DESCRIBED IN A DOCUMENT RECORDED ON JUNE 5, 2003 AS INSTRUMENT PER PLAN BASIN TOL T PLANTING SUITABLE NO. 03- 066826 AND A DOCUMENT RECORDED ON AUGUST 6, 2003 AS INSTRUMENT 03- OVERFLOW SPILL WAY ?. FOR WEL RAINED SOIL �P� FL PER PLAN N0. 947144. 10' WIDE OVERFLOW SPILL WAY yqk 2�� IMPERMEABLE 10 - Og EXISTING SAN DIEGUITO WATER DISTRICT EASEMENT PER P.M. N0. 19239. 10 WIDE ,; LINER ON SIDES *RIPRAP OVERFLOW ROCK TO BE NO. 2 BACKING _ 18" MIN. ENGINEERED SOIL CO EXISTING 5 FOOT GAS, ELECTRIC AND CABLE EASEMENT PER P.M. NO. 19239. BIORETENTION BASIN OVERFLOW DETAIL 1 _ _ IMPERMEABLE - - -T- I- =i I- SEE NOTE BELOW *RIPRAP OVERFLOW ROCK TO BE NO. 2 BACKING -II =f11 I��11 T LINER ON SIDES I III -II -III 1 560 -C -3250 CONCRETE EXISTING 20' PUBLIC SEWER EASEMENT TO LEUCADIA WASTEWATER DISTRICT PER DE 1 2003 A DOD 003 -3 2010 AND N.T.S. BIORETENTION BASIN OVERFLOW DETAIL 2 - II = -I - 2 -3" OF 3 8" GRAVEL / 0071:�:� WNT iN1TO. AEDOCUMENT REC 4 OFI TYP. No. 8 AGGREGATE IN OPENINGS N.T.S. _ _ 12" MIN. CONCRETE HEAD WALL E EXISTING 6 FOOT PRIVATE DRAINAGE EASEMENT PER PARCEL MAP 19239. CONCRETE PAVERS MIN. 3 IN. (80 MM) ** SEE " \ \` "ANGULAR ROCK NTS SITE TO NOTEPLOTTTEODSAID SAID MAP FOR THICK " FULL `. EXISTING S.D.G. &E. EASEMENT DESCRIBED IN A DOCUMENT RECORDED 10 OCTOBER 30 2003 AS DOC. N0. 2003 - 1319746. A 6 FOOT WIDE T10N OF BEDDING COURSE 1 TO 2 IN. (40 NO LINER ON THIS EASEMENT IS DESCRIBED BY A NON- PLOTTA13LE CENTER L AND TO 50 MM) THICK (TYP. N0. 8 4 IN. (100 MM) THICK NO. 57 THEREFORE HAS NOT BEEN DEPICTED HEREON. PLEASE REFS 0 SAID DOCUMENT FOR FULL PARTICULARS. AGGREGATE) STONE OPEN- GRADED BASE BOTTOM BIORETENTION BASIN FOR IMP Q�LOFESS/ MIN. 6 IN. (150 MM) THICK NO. 2 STONE SUBASE PLANNING AND BUILDING N.T.S. "ENGINEERED "SANDY CAU I I COASTAL LAND SOLUTIO INC. ��` 9 SOIL SUBGRADE *BIOR�TENTiON SOIL LAYER SHALL BE MINIMUM 18" DEEP LOAM SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN r; 0 PERMEABLE PAVERS DETAIL 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL EXISTING UND ROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE 577 SECOND STREET ° e z m BEEN OBTAINED M AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC ENCINITAS, CA 92024 ' No.0070066 �^,' PH (760 230 -6025 N.T.S. „ * *3/4 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12 BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN PLANS. THESE PLANS Y NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION FAX (76) 230 -6026 * EXP.09/30/16 d� GRAPHIC SCALE 1 =10 �( REQUIRED AREA = 9.8% X 7,355 IF (IMPERVIOUS AREA) = 720 IF AND DEPTH OF EXISTING ILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING ILITIES PRIOR TO START OF WORK, AND NOTIFY CIVIC �Q gOFCA�IE� w�17 PROPOSED AREA = 726 IF CLSsl+3� ►� SIG ATE ENGINEER OF WORK OF ANY DI EPANCIES. 0 10 20 30 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPAR NT DRAWING NO. Dvc JAF ovc e ow tP0 • SHT. 2 3-PLA E RENT SAO DESCRIPTION: CITY OF ENCINITAS BENCHMARK PT. NO. 1001 LOCATION: WEST END OF THE DRAINAGE BOX INLET IN THE NORTHEAST QUADRANT OF HORIZONTAL: 1" = 10' PLANS PREPARED UNDER SUPERVISION / DATE: 'V. 9, /S OF RECOMMENDE9 APPR E /1 nil / / 4° KKi��� GRADING PLANS FOR: 186 ANDREW AVENUE 12184-G - S c- -r THE INTERSECTION OF LA COSTA AVENUE AND INTERSTATE HIGHWAY 5 RECORD FROM: VERTICAL: 1" = 2' R.C.E. NO.: 70066 MASIH MAHER GLENN PRUIM AP N : 216- 052 -62 ELEVATION: 47.114' lolls/15 /O�%t /s SH T 2 OF 4 DATUM: NAVD88 DAVID CARON EXP.: 9 -30 -16 DATE DATE PLANNING CASE NO: 14 -141 CDP a �A T I \ I I �Ou ID 3/ IRON PIPE yG TI1tsC PAR. 4 FOUND 3/4' IRON PIPE ENCUMBRANCES: 4 W WITH DISC "RCE 26175" ( h / EXISTING ENCUMBRANCES LISTED BELOW ARE PER PARCEL MAP N0. 19239. \" �� (�lF. cj IJ`� B EX 6' N A �� AND A PREUMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE �m COMPANY DATED SEPTEMBER 28, 2016 AS ORDER NO. DIY - 5270189. \ n � �, ( C it - --°�'� � �� � UNK FENCE N150803 W 164.10 � � Tr_� a I 1:;14 %4P -' E S NG PRIVA ROAD AND UTl TIES EASEMENT PER P.M. 19239 AND I / \ A IBED IN I MS N0. 4 8 AN 10 OF SAID PRELIMINARY TITLE REPORT AND W D SCRIBED IN A DOCUMENT RECORDED ON JUN EE 5, 2003 AS INgTRUMENT U FF-OF ADING - �� , �i 6 ( INSTRUMENT NO. 03D947144UMENT RECORDED VAR 6, 2003 AS Tg W N 1.0% -- _ _ �� T Og EXISTING SAN DIEGUITO WATER DISTRICT EASEMENT PER P.M. NO. 19239. 63.90Rm ; '� EXISTING 5 FOOT GAS, ElEC1RIC AND CABLE EASEMENT PER P.M. N0. 19239. w g �q �R g A m� 64.07FL b REEMOD TO BE p A DOWMENT RECEDED APRIL 120�OT3TASCANIO W2QQ�3- 3T2010 AN 63.52FG DESCRIBED IN ITEM NO. 5 OF SAID PREI Y 11 OR EX. 6 CHAIN EE�p pp�� uj UNK FENCE E PARCEL EMENT S FULL OFF P TICULARS. EASEMENTEN T PLOTTED 19239. $ 1 w vSAID EASEMENT IS OFF SI TO TH Nf ASE F M SAID EXISTING S.D.G.&E. EASEMENT DESCRIBED IN A T REC DED ON (O RAISED WOOD DEgC 6 1GC b 11 OCTOBER 30 2003 AS DOC. N0. 2003 -13 97 A WI E PAN OF PR. 6' NON RETAINING THIS ASEM�NT IS D CRI ED BY A NON OT� LINE AND v MASONRY WALL TRASH 6423FL THEREFORE HAS NOI D�pICTED HEREON. SE R TO SAID as - -- \ Gam. °I DOCUMENT FOR FULL PARTICULARS. 141 .--8' �,•",JB+ yE CONCRETE WALK I- w m W 1 + . <+ '• • +� I 64.15FS ❑ � _ '' LLI ;. PR. BIDE 11 BA�II1 I ,6 FIG 64.23FS pW NOTES: 11X1'.10' Z(, Z n r'G \ I A. �� o (• 6431HF'' 1) BEARINGS U \ " T a 6 _ � FROM AN�EVIDENCE BASED 4 53FS GRAVEL " "° sv:F 64.2oFS I I b al Q BOUNDARY SURVEY PERFORMED ON JULY 24, 2014. " 0 OW 4_ - - PLEASE REFER TO THE CORNER RECORD FILED Wm I gam. �M 0 0W 64.2OFS �( f �V, W a FEBRUARY 20, 2015 AS CR 36478 FOR THE m 0. ' 63.21FS ( - - J 65.82F5 $ `_ FULL BOUNDARY PROCEDURE \ I `�. NOTE THAT THIS SURVEY HAS NOT PAR. Z I a t ❑ r se,� 2) DPLEASE ED AN UNDERGROU D UTILITIES THAT i 6.0' �0' 70 15.0' -20 CON WALK A M MAY EXIST UNLESS OTHERWISE SHOWN. I .r 63.O6EX 21 05 62 64.20FS ° v 3) TREES THAT ARE LESS THAN 12 IN DIAMETER HHAIVE NOT BEEN LOCATED, UNLESS OTHERWISE I 65, a� w (� 'FENCE TO I �8" 63.2 W 63.30FS RAI G 65. W 13RIVEW ' REM M i ` BASIN iA 62 h ❑ GL. PAD =62.30 IMPERVIOUS AREA =2,838 SF '�0'�1 � '• ' �''" r +�' 63. G � ' ' N � ,) a BASIN SIZE = 2.838 * 4% = 113 SF (120 SF PROVIDED) \`^ `< g =2 • • • o W /`.'._. �-- BASIN 1B .rd� O @� I W 99 . '` - v . '; • - PR. BIORE -n )N BASIN 10 64.2OFS I IMPERVIOUS AREA = 1,721 SF I W 6�27DEX 1. 4, % ZL °GRl�iIEL _ _ �Xi2, 10 65.30FS - P BASIN SIZE = 1.721 * 4% = 69 SF (72 SF PROVIDED) " a�U. 61.9 Gq 4N s '. 3.68FS . ' �•� W �Q �j 08% BASIN IC: 't _ ,• � � CONCRETE WALK 63.95FG 'j, � \ / SE1IIACK ^ W m V - - - �� 7`7 . ° w m m IMPERVIOUS AREA = 1960 SF I( �� ' (. - - - a, - 63.78FS ° BASIN SIZE = 1,960 * 4X = 79 SF (84 SF PROVIDED) 62.22EX Q 69,71 F1 63 63.15FL '+ F6 • '.T , j,' ' W o _ - W a " h �� tj 63. -S 11. S ' 6393FS _ - C 11 a� > o Wp W h n W -� - Wm IA - I 3ro 4uj 03 \ 11 D r C 11 FG 64.00FS' _. _ - -- mh f �° ,n C 11 63.o%EX ; ,vs • _ _ h W o . 27 0' m W� _ w M w W W W w s3.o7Ex - �oBeLEUbta w W w i . va �- w - - w - �„, N� a" ap OVERFLOW G3.9 a� 3 fS EX. WATER 4 GF E (L W - mN g h" - - W - - " W - W PER DWG 7652 -G J 1 AlE ROAD h I EX BEES EX. FENCE 10 F$& BIORETEN110N 81TSIN 1C 8 h �� EX. LWD SMH ° COBBIERAVEL �� BE REMOVED _� �� 3'X28', 10" DEEP. W�6 CONC. DWY W� <s OMIT OF EXISTING EA ENT I g� 3 -0764 OVERfI�W - PER GEOTECH \ SEWER EASEMET m� m S 8� � (J- o p .. EX L 3 -0763 N 11 4 °�, REC END_ AR W S M qg f I ° ¢v -. S S . ro �� S S $io S� S S' g S S �� S S S W� S °m �M S J S n. J S Wry d "0N' W "O °j 4.0 W..j W.:j apW ro WM 0.p Wa /�'° u� ? N� w nn I r r WrrMj s Fa - FOD 3/4! IR)bt0 PIPE W� R• w" " a o FOUND 3/4" PIPE FOUND 3/4" IRON PIPE a W ,' /. » \ m N14.38.Q8 W 164.13 W ER DWG 765 -G W� P M 43 W ° �w g �N I _ a W WITH ^DISC RCE 26175 W� o WITH DISC RFC 7� WITH DISC RCE 26175' m� �" �� L/ h W I ,!n � m.s tim v my EXISTING: Z' �y� OWNERS: BENCHMARK: FLOW LINE - Nf� PROPERTY LINE - - -- HARRY BLACK AND NANETTE BLACK, TRS CITY OF ENCINITAS BENCHMARK PT. NO. 1001. SETBACK WATER w ADDRESS: 2-1/4- CALIFORNIA DEPARTMENT OF TRANSPORTATION DI MARKED 5 -44.11 1997" LOCATED IN THE WEST END OF THE DRAINAGE BOX �'"J INLET IN THE NORTHEAST SEWER - 5 186 ANDREW AVENUE QUADRANT OF THE INTERSECTION OF LA COSTA AVENUE ENCINITAS, CA AND INTERSTATE HIGHWAY 5, AT THE NORTHWEST CORNER PROPOSED: OF LA COSTA AVENUE AND THE NORTHBOUND ONRAMP 47 EASTERLY OF THE EAST END OF THE LA COSTA A P N • PROPOSED CONTOUR (MAJOR) - -Rep `'` AVENUE BRIDGE PER R.O.S. 18416. 216- 052 -62 PROPOSED CONTOUR (MINOR) DATUM = NAVD8814' DIRECTION OF DRAINAGE CUT/FILL LEGAL DESCRIPTION: LEGEND: PR. RET. WALL m R R DIES' BELGARD PAYERS OR -ALL AGGREGATE MUST BE VOID FILLER - 1/8" TO 3/8' EQUIVALENT CLEAN/WASHED AND FREE OF (NO. 8) AGGREGATE IN VOID BUILDING FINES (SAND, SILT, ETC.) �- t0 SETBACK 11 -EACH COURSE SHALL BE BEDDING COURSE - 2' 65.00FG EX. SURFACE VIBRATORY COMPACTED BEFORE THICK OF 1/8' TO 3/8' 65.00FG PLACEMENT OF NEXT COURSE CHOKER COURSE - 4' GRADING LIMIT ( 2% 63.74FG PR. BUILDING W -NO IMPERVIOUS LINER OR (NO. 8) AGGREGATE THICK OF 3/8" TO 1/2' ( GRADING LIMIT FILTER FABRIC IS TO BE USED MIN. 6' THICK OF 3 4" NO. 57 CRUSHED ROCK 2:1 SLOPE PR. SURFACE 6 3.43FG EX. SURFACE 13.64FL 2:1 SLOPE 63.21 FG I15 SECTION A -A 63. FL PR. L » , AS- BUI10- APMOVA LS Z' �y� IM: DATE P11I)1,ic Nf� E t AMB VMF 'Lk E� &IIAM oAIW PLA1404 A REVItU•>ER yaW �.� .t CRUSH R 11= 11= 11= 11 =11 =i[ PERMEABLE BELGARD PAVERS OR / y I lVACC 101 F 1 3•AIIJT q• 1 1 1 1 1 ' i 1 SUITABLE 1' WELL DRAINED SOIL ' 1 1 1' 1' 1 1 1 * T I 1 :1 1 1 1• `� 1 ' 1 1' 1 i 1�" 1'71 1 1 PLANTED OC IN EACH DIRECTION lf MIN * 1 71 '7 7' 1 71 1 * 1 1 1 1 '1 � "■ 1 !• 1 v •1' i• 1'1 1' 1 1 1'1 1 11 1 * 1 1 7' • 1 �, rr 1 MIN FOR SPILLWAY SPILLWAY 2-3* HARDWOOD CRUSHED 'II 1 ■ 1 1 1 1 1 1 1. i' 1 71 ! 1 1 i' 1 1 i' 1 1 YJf�J IL�IL �jj`kall - II I H= =11 H= le IF�flS - •yy /iyG/ / 1 1 1 71 ! 1 / a / ► ► • • s�- 1 ' 1 ^i�i�� /��n' r TI= TI= 11 =�II°c �y^•yOy�G��y� 7 ! '7 ' 71 1 �. 1 1 . 1 1 � � 1 • 1 1 • -„1�� 1' 7 1 / % v- .r* :i .x. -_: y^piC,r� Ir =n- IF -I��77 r�� -II�T� 11-- I11����i`�`� Vii`^ ti • : • r riY„�}` =� 1. 1 1 1 1 1. 1 /' \��\ � � 11- I TI�II 1'I' °° /^^l 7 1 : i 1 ����.� ( 17�1�'7I' �11L I1'�11' ♦ 0000� 1 7' 1 Q lO,� :.'* • .xr��'". ' • 1 111 . 1 1 1 1 • 1 . O// 6! 'Ifc��- 11''.'II���71°.'71�..71� 1"11• r!� /��>; /��JG. � � � 1 .' 1 al ■ oyo�. ��•+ rr* sr *rsrs•'• *rt•r *+rr *'rY��i�i�i^`� 1! °1 1 1 1 1 p//pypl•..r.•1.r. e.•••..r•- ...•.`O�lpir^P:i��i h' 1' 1 M / /Oj /�j . I I 1• I I ►•• ... 1. i 1 1 I 1 • I I ��j /� /O� /�/, . 1 1 ii• it 1 O� � ,00000 >. ' ' � •, 1 . 71/ 11.�,�..' 1 ' h 11 .. 1 1 1 1 • 1 .. - �� � • � ► � � � � ► • � 1 •. v ` G�i�i�` i/ �` ii��li��i^ �i/ ��y` �% �` i^%^/ i^ G°% ��y^ i`` � \�G`�p`�`q``�`� /"p"��``p`p"�0�0 e DESCRIPTION I - ■- PUBLIC �e� ��� • . 11 . ; ,.-. . � PLANS-PREPARED .��* 0 HORIZONTAL: 1" 10, DATE: i A �7_ 186 ANDREW AVENUE DAVID CARON EXP.: 9-30-1 DATE DATE PLANNING CASE NO: 17-028 CDP m 1:45 0,216-1 u S C r IRS t IlZrLE,&sr%�O PMA GaI�M�tNaG�lT�luti a fPdi flay. y 5i Eve Aip.AK cw tr_cEAl3x4t (u. Ito � `F 6 9 I I LON 11R I aifSON OF ER. CB fO 6E EVALUATED SE I E MENT 6 tkE na.0 - COR6 MAY 6e REOL o TO 136 I Ilm REPLACED AT SAS oEC t0 R S DZSCA E MOAT ' APN 216 - 052 -66 II STUMP TO BE roP EX. 0" CURB TO REMAIN U IT OF REMOVED efSM ss' P IVATE ROAD OAD ESEMENT_ 84' - - —— --------- °— R� —s'a 6a8 gE 65 BK 65 M gK �= ss; F` �ssc EP "e650TC -0 "D 6 � EX. WALL TO REMAIN STUMP TO BE REMOVED 1 \ 4 3 s ' \ , BERM 65.5 TipB�M - 5 65.4 6' OCK WALt 4.. P AG AlM / / 1 gK 6g6 F \ ,, 6g3gERM 65 6g fP E 6g' .. ////////////` .l STUMP.'. 67 STAMP �� - \ TOP 67.9 AC BERM Ec - FG 65BE 65 6R g�M F FL 8 5.3., .. EQ fP 6 'S- Ep 67.9 68.4 1 6C CN . 65.2 EP -. / EP s EP i 8.7 WV fP� 68, F` L 64,, 648 EP /EC 65. bE5.30EX EP 666 66.58TC -0" 6 66.30EX EP / b I X65 sV ss PAVEMENT EDGE �� 6_, ' o v' s6 PER DETAIL �VEPAVE PARKING ` SAWCUT LINE / PAVEMENT EDGE 9ER DETAILS e5 iV �a9 a 0 wv c�8g 6 cR cR SEE DETAILr EX. LWD SMH 3- 6s. °"N s6 cRO SAWCUT lIN .es 7 0 6s.7 / \ 7 +50 N 8 +00 / 8 +50 EX, lWD SMH �{03 -0765 1 / . wv wv I 9+ sso 1 69p — S_ PA _ —�—�. __ _ — J- S J--I S S S S S� ANDREW AVENLE \ 9 Ep 6580 654 fp \ C 65.> R fP' p" gE «RISER 657 - E E E e Ep p E E — � E E 6 p fis 6.5 .7 6> i - E E E E E E 67.6 P pp 4 — \ / wfRTE ER ECr -- �— -- E E E E6E9 / E E E — W W W W �� W W W W ABHV� W C��o W W — W W W W W W W N EP sa.6 EP 68.3 ENCUMBRANCES: EXISTING ENCUMBRANCES LISTED BELOW ARE PER PARCEL MAP NO. 19239. AND A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE COMPANY DATED DECEMBER 19, 2013 AS ORDER NO. DIV- 4539158. CO EXISTING 5 FOOT GAS, ELECTRIC AND CABLE EASEMENT PER P.M. NO. 19239. EX. AC PVMT &BASE —� EXISTING S.D.G. &E. EASEMENT DESCRIBED IN A DOCUMENT RECORDED ON CURB DISTANCE FROM CL 10 OCTOBER 30 2003 AS DOC. NO. 2003 - 1319746. A 6 FOOT WIDE PORTION OF THIS CENTER LINE AND SPECIFIED ON PLANS AND SECTIONS EASEMENT IS DESCRIBED BY A NON - PLOTTABLE THEREFORE HAS NOT BEEN DEPICTED HEREON. PLEASE REFER TO SAID GRAVELPAVE 2 PLASTIC GRAVEL RETAINING 2' MINUMUM WIDTH DOCUMENT FOR FULL PARTICULARS. STRUCTURE BY INVISIBLE STRUCTURES, INC 4" AC /6" CL II BASE. MIN T.I. =6.0 EX. R/W EX. R/W AURORA, COLORADO. PHONE (800)233 -1510 _4' 2' 2" AC OVERLAY WI1H GRIND 47' 5% MAX. 2% (TOP OF CURB ABOVE EX. AC EDGE} NOTE: 27 20' EX. GRADE 11 /2 " _ 3" �— 1. IMPROVEMENTS TO MATCH EASTERLY ROAD IMPROVEMENTS ON ANDREW AVENUE 4' 2' x-12 12' EX. MASONRY WALL MIN. TO REMAIN 2% GRAVEL FILL PER 2� MANUFACTURES SPECS SAWCUT EXIST AC i I _ � 2% G E EX. 6 " CLASS II PERMEABLE BASE I REMOVE EXISTING AC PVMT ►I"»_ {' RECOMPACT SUB -BASE EX. GRADE PVMT EDGE CURB 1/2" R MATERIAL " EX. AC PVMT & BASE 6 CC CURB X 6" P 1 6' GRAVEL FILLED FILTER SWALE ANDREW AVENUE N.T.S. SWALE AND PAVEMENT EDGE CURB DETAIL N.T.S. —18 "�SAWCUT — 1 1'5" NEW AC OLD AC i SAWCUT DETAIL N.T.S. QROFESS /Ol V PLANNING AND BUILDING COASTAL LAND SOLUTIONS, INC. o' \ 577 SECOND STREET No.CO70066 a ENCINITAS, CA 6025 92024 • EXP,09 /30/16 * FAXc26�)2230 -6026 s, c,v,\ P GRAPHIC SCALE 1" =10' PUBLIC STREET IMPROVEMENTS gTFOFCA� \E0 CLS #' 143? 0 10 20 30 S GN 44A CHANGE NO. CRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPAR ENT DRAWING NO. DVC JAF DVC N S ( P F S /0-2-17 DESCRIPTION: CITY OF ENCINITAS BENCHMARK PT. NO. 1001 LOCATION: WEST END OF THE DRAINAGE BOX INLET IN THE NORTHEAST QUADRANT OF HORIZONTAL: 1" = 10' PLANS PREPARED UNDER SUPERVISION OF DATE: RECOMMEND D. APPR VE ' GRADING PLANS FOR: 186 ANDREW AVENUE 12184 -G v.1 1 tr1 THE INTERSECTION OF LA COSTA AVENUE AND INTERSTATE HIGHWAY 5 RECORD FROM: ELEVATION: 47.114' DATUM: NAVD88 VERTICAL: 1" = 2' R.C.E. NO.: 70066 DAVID CARON EXP.: 9-30 -16 MASIH MAHER 1 Ql I S Z 15 DATE GLENN PRUIM �p /`�/� DATE �-APN: 216- 052 -62 17_ C2 PLANNING CASE NO: l_7 `1 CDP )A SFCET 3 OF 4 , IRS Lf I C cl r 1 EROSION CONTROL A 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT N►�CyETiE L�1le(1<AT CGkI i BSI -6346 -'2.` WI5MENT ANU_ORKERS FOR EMERGENCY WORK SHALL BE MADE y May AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT SHAKER PLA CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF j TEMPORARY DEVICES WHEN RAIN IS IMMINENT. QP� �5<` / DITCH TO CARRY 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED �P RUNOFF TO A SEDIM T _ T WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. TRAPPING DEVICE w I OUNDd3/ IRO PIPE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES A WIbNC. AIL 4 ti TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN OFF PRODUCING RAINFALL. MANY DESIGNS CAN BE FIELD FABRICATED, OR / REM L '03 "W � FOUND 3/4" IRON PIPE "RCE FABRICATED UNITS MAY BE USED. o, o v 4 4N WITH DISC 26175" 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO Amy ", OPERATION OR UNFORESEEN CIRCUMSTANCES WAHOSE SUPPLY WH CH MAYED BEADING Ll 65 vT .i. -*,4, 65 w W W 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE CRUSHED AGGREGATE GREATER W W W W U W W W W W NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO 3 B UT SMA LLER THAN s W AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS ONDTI C I N. ORRUGATED STEEL PANELS ) W W 7 IPLAN TME APPROVED 4THAN ORIGINAL GRADE = G AD NG SHALL EE NCORPORATED HEREON 4, v 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY MIN, UNLESS OTHERWSE FILTER FABRIC �j W. v v FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK SPECIFIED BY A SOILS ENGINEER N v DAY. 41 v 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE SECTION A -A SE C� AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN NO SCALE I WM-6 WM -8 0 v PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT I � a� J � < �,,� C"� Wm-3 WM -1 WM -9 \ \ \ I � .� �, �,, AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. L80' 4 I \ WM -4 WM-5 W v e v - W 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR CONSTRUCTION ENTRANCE PER CASQA TC -1 8 m� \ TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH \ p PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 EXTRA STRENGTH FILTER FABRIC y W OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE NEEDED WITHOUT WIRE MESH SUPPORT \ i y y OF CALIFORNIA DEPARTMENT OF CONSERVATION. STEEL OR Lo W p v WOOD POST � N \ <� 5 v. W FABRIC SECURELY TO UPSTREAM SIDE OF POST \ 3 Q FLOW ,\ 2.0 sue--, M i r q CK p D v M I GB UPP RTFENCE WITH /�� / /`�\ N1RE 3 X M ACING " / �� \ \� / \ \�� \ \�� \ \/ 6 (1.8m) MAXIMUM SPACING WITHOUT \ rn WIREE SUPPORT FENCE a ° o ° o I d� Z STEEL R WOOD POST 36" (1m) HIGH MAX. PONDING HEIGHT PONDING HEIGHT FLOW w N 3/4" (20mm) I IN. DRAIN ROCK I SOW 9" MAX. 225mm) g° (200 mm ) I I STO HT. W� V IMIN. °N m° 12" p % (3 Om \ % / (300mm) (100 X 150mm) W� y� aN Q� N — — _ - J -- r \ _ °� N °� ¢ -- w ° COMPACTED BACKFILL uj; � TRENCH DETAIL — _ _ � W � W _ = W __ W — — — — _ WITHOUT TRENCHING w W W W W W o NO SCALE IW 1 ° \ 4N � M \ e U� .o W.o \\/ a m \ o o� mm 4� 4� rvj aM �cp 4 � W m N M o LIMIT OF EXISTING SEWER EASEMENT NOTES: o 4 SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. N_ b\ 4 \ O .E g S — S S s S SN S S S F S S S M INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. S w S - S Sm� S — ��— S S — M W �^49m o �� °-2 . w^' �l W�� a� 'o ON aN ¢ice mNOi„N a. m� mti 0 m� ro� v REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABIU zE D. I_ SILTFENCE — — — — — — — NOT TO SCALE FOUND 3/4" IRON PPE "RCE N14'38Q8 "W 164.13' �� w� aM FOUND 3/4" ON PIPE �� 'ICE WITH „DISC 26175” w� WITH DISC o �� EROSION CONTROL BAG WEIR SPACED AS NEEDED WE LEGEND (DURING CONSTRUCTIONS GENERAL SITE MANAGEMENT DESCRIPTION SYMBOL RUNOFF SPILLWAY A S- 13U 1 LT APPROVAI-S DESCRIPTION SYMBOL 0 STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC -1 O -- iHr. p,�Tp MATERIAL DELIVERY &STORAGE: WM -1 I�IbII II�Ik�II GRAPHIC SCALE 1" =10' ° ° Z-7-fl BLIEWORYS Ih BOTTOM ROW OF BAGS TO BE EA) p AAME DATE pwl4w6 l6 STOCKPILE MANAGEMENT: WM -3 SET 4" MIN. INTO FINISH GRADE 0 10 20 30 16, REVIEWER l5 'I SPILL PREVENTION AND CONTROL: Wm-4 DETAIL GRAVEL BAG QRpFE SILT FENCE PER CASQA SE -1 CI U1>EER DA's IA15PlCrbR .__ CONCRETE WASTE MANAGEMENT: VyM_g � GRAVEL FILLED BAGS �,�o C9P� PLANNING AND BUILDING SOLID WASTE MANAGEMENT: VVM -5 STACKED TIGHTLY PLACEMENT COASTAL LAND SOLUTIONS, INC. Q o – W HYDROSEED SLOPE PROTECTION . W W + NO SCALE 577 SECOND STREET \ ENCINITAS, CA 92024 PH (760)) 230 -6025 No.0070066 a EXPCIV%v /16 ` ` ' • ' ` O GRAVEL BAGS PER CASQA SC -6 00000000 SANITARY WASTE MANAGEMENT: HAZARDOUS WASTE MANAGEMENT: WM -9 PLAN VIEW VVM -6 NO SCALE FAX (76b) 230 -6026 sTgTFOFCA��F��P (, b �"` 15 �C ELI A © OUTLET PROTEC11ON PER CASQA o�000000 SIGN DATE GRAVEL SANDBAGS PER CASQA SC -6 JS J w CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DVC JAF I DvC 1l K Q a-, suT. 2 Re F-AEtJT lo' ?L-/ DESCRIPTION: CITY OF ENCINITAS BENCHMARK PT. NO. 1001 LOCATION: WEST END OF THE DRAINAGE BOX INLET IN THE NORTHEAST QUADRANT OF HORIZONTAL: 1" = 10' PLANS PREPARED UNDER SUPERVISION OF DATE: , �� RECOMMENDE : APP V GRADING PLANS FOR: 186 ANDREW AVENUE 12184 -G A$- 6u 1. =Dn w • l 'M THE INTERSECTION OF LA COSTA AVENUE AND INTERSTATE HIGHWAY 5 RECORD FROM: ELEVATION: 47.114' DATUM:NAVD88 VERTICAL: 1" = 2' 0 DAVID CARON R.C.E. NO.: 70066 EXP.: 9-30 -16 MASIH MAHER 1/15/15 DATE GLENN PRUIM DATE h °o2� PLANNING CASE NO: #4-44 CDP APN: 216- 052 -62 �, I SHEET 4 OF 4 1