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2013-11754 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO 00 SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF ME OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCT(IRES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. U77LITY NOTE ALL U77LI77ES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2 THE S TLS REPORT 777LED "REPORT OF PRELIMINARY GEO7ECHNICAL INWS77GAIION- PROPOSED TWO L07S RESIDENTIAL DEVELOPMENT PROJECT COLE RANCH ROAD AND EL CAMINO DEL NORTE ENCINTAS, CALIFORNIA' DATED MARCH 19, 2008, PREPARED BY CHRISTIAN WHEELER ENGINEERING, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN45WEI496 EI) WHN/ edI FAST ENG /VEERING, LLC OQrEd 8-62014. QCLGgQdlNG dNQIL dEDONI lN4000RDANCE ¢f/ /rNTNERL'GDN/ME�OJT /DA(5 � SPEG /f /CAT10N5 GaN7A/A/Ed /NSAId�/'OtiTS, J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL EE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS 4. W 177EN PERMISSION SHALL BE OBTAINED FOR ANY OFFS(7E GRADING 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SF' « BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALI BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8 GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.°3O A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONS17E WITH THE FOLLOWING PEO?LE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMT7TEE: THE PRE - CONSTRUCTION MEEING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY C;LLING (760) 633 -2770, 10. PRIOR TO HAULING DIPT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUlr THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH RtSGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTFICAIOW SHALL BE PROVIDED STATING. • ONE GRADING UNDER PERMIT NQ. 11754 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE W1774 ThE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN° THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CER77RES SUCH GRADING OPERATION. 12 ALL GRADING SHALL BE INSPECTED AND 7ESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF RLLS AND BACKFILLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERA IONS HE SHALL STATE THAT OBSERVATIONS AND TESTS HERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON 771E S17E AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADES AREAS UNTIL SUCH THE AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALI. AREAS TO BE FILLED SHALL BE PREPARED TO BE RLLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIRCAION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE RRM NATURAL GROUND. 771E EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CCN7R,`07OR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS 15 ,,UY AND RLL SLOPES SHALL BE CUT AND TRIMMED TO KNISH GRADE 70 PRODUCE SM007H SURFACE AND U NIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY COND/TON. ALL STONES, ROOTS AND OTHER WAS- MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL ]REFS BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE S17E BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND RNISHED APPEARANCE FRED FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS EMOEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17 THE REMOVAL OF ANY AND ALL CITY TEES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -CF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONS7RUC77ON UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY 7REE DRIP LINE AREA (THE AREA FROM THE 7P'JNK OF A TREE TO THE OUTERMOST EDGE OF THE 7REE CANOPY PROJECTION ON THE GROUND). (F A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PRO7EC70 IN PLACE EVEN lF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STAN COLE AT (760) 753 -7035, 24 HOURS A DAY. 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON S17E ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. 7HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEUCES 70 WORKING ORDER TO THE SA77SFAC77ON OF THE CITY ENGINEER AFTER EACH RUN -OFT= PRODUCING RAINFALL. 5 THE CONTRACTOR SHALL INSTALL ADD177ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA7ONN OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. 771E CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE RVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLU7ON CONTROL POST CONS'7RUC77ON BMP/IMP N07ES 1. FOR STORM WATER POLLUTION CON7ROL PURPOSES ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. ALL IMPERVIOUS AREAS WITHIN THE S17F SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/lMP FACILITY AND /OR THE TURF/LANDSCAPED AREAS A NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE AN0771ER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED 70 COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP 6. ALL STORMWATER IMP /BMP FACIUTES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7 THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. & ALL EXIS77NG AND PROPOSED TRASH ENCLOSURES SHALL B£ FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF MAT WILL NOT ALLOW RAIN WATER TO ENTER 771E ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WA7ER DISTRICT NOTES• I. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIRCA77ONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTUTY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. J. ALL EXIS77NG FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXIS77NG OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DIS7RICT 4. CONTRACTOR AND DOER ARE RESPONSIBLE TO RELOCA7E AND /OR ADJUST TO GRADE ANY EXIS77NG WATER FACILITY (RRE HYDRANT, METERS, VALVES, VALVE• BOXES ETC.) WHICH IS AFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACIUTES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTLITES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. /WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18 STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUC77ON AC77w77ES OWNER CONCRETE WASHOUT STAN R. COLE, SUCCESSOR, TRUSTEE OF THE COLE FAMILY TRUST CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE OUVE H N, CA. 20 NORTE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITS IT IS ILLEGAL TO WASH CONCRETE, SLURRY, OUVENHA(N, CA. 92024 MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING SITE ADDRESS WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 2560 EL DRESS DEL NORTE OLIVENHAIN, CALIFORNIA CONSTRUCTION SITE ACCESS APN : 264- 171 -55 A STABILIZED CONSTRUCTION S17E ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK LEGAL DESCRIPTION AND /OR CORRUGATED STEEL PANELSIPLA7ES PARCEL 1 OF PARCEL MAP No. 1605, IN THE CITY OF ENCINITAS, COUNTY OF CONSTRUCTION VEHICLES SAN DIEGO, STATE OF CALIFORNIA, •ACCORDING TO MAP THEREOF, FILED IN THE A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION OMCE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 7, 1973 AS VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL INSTRUMENT NO. 73- 155555 OF O.R. BE MADE OFT -517E OWNER'S CER77FICATE EROSION CONTROL I (WE) HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC77WTY AND BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. MATS, ADEQUATE GROUND COVER VEGETA770N, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTVIIES ARE ALLOWED DURING NET WEATHER. MATERIALS, ASPHALT CONCRETE, AGGREGAIE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM SYMBOL DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTON SITE SIGNATURE.•,iL DATE 7'-A3' I'1 CONTRACTOR SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION STANLEY R. COLE, SUCCESSOR, CONTROL MEASURES TRUSTEE OF THE COLE FAMILY TRUST DATED 1 -23 -1992 REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT /�REU /fGVlfTtfA, GL'DTEC/!N/G1L7NUESi/'1V9 IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR IMPERVIOUS AREA SHRUBS UNNECESSARILY TREY HELP DECREASE EROSION. IMPERVIOUS AREA PRIOR TO CONSTRUCTION. -0- SO FT TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY ( WTHIN DEVELOPMENT AREA) PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANING FAST - GROWING IMPERVIOUS AREA AFTER CONSTRUCTION: 9,950 SQ FT ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. (WITHIN DEVELOPMENT AREA) INCREASE IN IMPERVIOUS AREA: 9,950 SO FT PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTVITES ARE SPECIFICATION COMPLETE. EARTHWORK DATA INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. STEEPEST EXISING NATURAL SLOPE ON -SITE = H : 13' V &2' WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. MAXIMUM VERTICAL DEPTH OF CUT = 5' PLACED AROUND ALL DUMPSIERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED MAXIMUM VERTICAL DEPTH OF FILL = 2' ON -SITE CONSTRUCTION MATERIAL STORAGE £XP. DATE 3 -371 -Hy STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CUT = 1,400 C. Y. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR FILL = 4,550 C. Y. SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FULL STORED ON -SITE. ELIMINATE OR REDUCE IMPORT = 3,150 C. Y. POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING RFMtDIALa 1306Y MATERIALS, ASPHALT CONCRETE, AGGREGAIE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM SYMBOL CONCENTRATED STORMWATER STORMWA7ER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STAB /LIZARON MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT SOILS ENGINEER'S CERTIFICATE BARRIER AROUND THE PERIMETER AT ALL TIMES RAW RIGHT OF WAY 4019NY l: IW M 5T, A REGISTERED GEDT�CIIN1CAL ENGINEER IN THE STATE OF TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE ]RAINED TO CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY THAT /�REU /fGVlfTtfA, GL'DTEC/!N/G1L7NUESi/'1V9 BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP N 'T / TIETARL e4 t0 !iREPO/AOPC /C46LE NO.27J95 3EENf7E(MPLET NOTES SHALL BE AVAILABLE TO EW�RYONE WORKING ON SHE. THE PROPERTY OWNER(S) AND THE PRIME COPY THE TO THESE G DIA14 l(S • ONE COMPLETE COPY OF THE SOILS REPORT CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN AND HEl1/EGU LE %TfTf , W77H MY RECOMMENDATIONS HAS BEEN SUBMITTED TO Z,CT7G 5 , RESPONSIBILITIES THE OFFICE OF THE CITY ENGINEER FURTHERMORE, i HAVE REVIEWED THESE WASTE MANAGEMENT GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION SPECIFICATION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM AC PAVEMENT & BASE INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. SIGNED: �'8 !y NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE rI&WY F 8EL M 9T DATE ��� ���SI7� ti PLACED AROUND ALL DUMPSIERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED G£ a- -40533 FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL 77MES DUMPSTERS WITHOUT LIDS £XP. DATE 3 -371 -Hy SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO JOB OOBA 0�/ DO AVOID RAIN CONTACT WIT( ANY TRASH MATERIAL. /N COMPANY BELFAST NGIWEE1i G LCC \ MANY CONSTRUC770N MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS VEHICLE FLUIDS BROKEN ADDRESS p0, 00X 23182 ENC /Ad /TUS, CA,,92423 STS', ASPHALT AND CONCRETE WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE PHONE 760 - 936 -A550 - MATER(ALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195, FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPS7ERS CALL EDCO AT (760) STATEMENT OF ENGINEER OF WORK 436 -4151. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE ]RASH CANS AND RECYCLING RECEPTACLES COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE AROUND THE SITE. ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS REQUIRED BY THE CITY ENCINITAS, TO THE EXTENT THAT THE ENGINEER ON PERVIOUS SURFACES. CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES ]HAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN 175 CAPACITY AS A PUBLIC ENTITY ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. FOR THE PLANS PREPARED BY 774E ENGINEER 1S NOT A DETERMINATION BY THE CITY CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM OF ENCINITAS THE TECHNICAL OR OR ADEQUACY OF THE PLANS CONSTRUCTION SHE DESIGN AND (T THEREFORE DOES NOT RELIEVE' THE E7JGl1VEfR OF RESPONSIBILITY FOR T NOT IT THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO FOR MORE INFORMATION ON STORMWA7ER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE INDEMNIFY AND HOLD HARMLESS THE CRY OF ENCINITAS AND 17S OFFICERS, AGENTS, CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. AND EMPLOYEES FRO M PR OPE RTY DA MA GE 0 R BODILY IN JU RY ARISING SOLEL Y FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF 774E ENGINEER AND HIS/HER NOlIFIC ]TONS AGENTS OR EMPLOYEES ACING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY ANOIM1HENT AND ARtS1NG OUT OF THE WORK PERFORMED BY THE ENGINEER. t THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE SIGNATURE CO ZA 4- ARE NO EXIS77NG UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED RANDY 8 0 TO TAKE DUE PRECAU77ONARY MEASURES TO PROTECT ANY EXIS77NG UTLITES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID COMPANY SOWARDS AND BROWN ENGINEERING, INC. UTLITES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR V£RIRCA77ON AND LOCATION OF UTLITES AND ADDRESS 2187 NEWCASTLE AVENUE STE. 103 CARDIFF BY THE SEA, CA. NO17RCA77ON OF COMMENCEMENT OF WORK. 92007 A. SEWERS - CARDIFF SANITATION DISTRICT (760) 633 -2770 PHONE NUMBER 760 - 436 -8500 B. GAS & ELECTRIC - SDGE (760) 438 -6200 RCE EXPIRES 6 -30 -16 C. WATER - OLIVENHAIN WATER DISTRICT (760) 753 -6466 A TELEPHONE - SBC BELL (760)- 489 -3411 E CABLE TV - COX COMMUNICATIONS (760) 806 - 9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. (760) -633 -2770. J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENERT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. PLANNING AND BUILDING PARKS AND PUBLIC WORKS EATION "1/11/1`1 LEGEND STANDARDIN07ES SYMBOL PROPERTY BOUNDARY RAW RIGHT OF WAY EXIS77NG CONTOUR __.......__...-- PROPOSED CONTOUR ltfi EXIS77NG ELEVATION , PROPOSED ELEVATION 11�- BUILDING F007PRINT VEGETATED SWALE BMP (DETAIL E, SHT 2) AC PAVEMENT & BASE -� DAYLIGHT LINE DIRECTION OF FLOW - 6" PVC STORM DRAIN PIPE 12" SO DRAIN INLET (BY 'NDS) STORM WATER 7REA7MENT (SECTION 'A') T°VW ° D.G. RECREATIONAL TRAIL NEW WATER SERVICE NEW SEWER LATERAL BIO RETENTION AREA OWNER'S STATEMENT FOR SWPPP PROJECT DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDERS PERMIT, A STORMWA7ER POLLUTION PREVENTION SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURAIF NOTICE OF INTENT (N01) SHALL BE FIELD WITH THE SWROB. A COPY OF THIS PROJECT SWPPP SHALL BE FIELD WI774 THE CITY OF ENCINITAS, FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FIELD WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OVER OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN No. 11754 -G AND BY SWRCB No. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C7 OF SWRCB No. R9 -2009 -0001. W010 A& 9 37W001873 / SIGNATURE DATE• STANLEY R. COLE PRINTED NAME OF ABOVE PERSON TITLE )FESSY ci QP m � No. 36190 � * Exp.6/30/16 C J' 1 P IV V gTFOF CAL \F�Q� BMP PROJECT STATUS PRIORITY - HMP PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND jTORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON AQ &0 ST / kW AS DOC. #: )nIy -C>3ya NHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT ` ZZ 116 RQNny R. B/tow,v eRcE Y6790 onTe /„ I.,� s„ 1 � ����y �,f.l`� � 7 •��i� SIGN -DATE "SIGN D E SIG4 0 f v DATE SIGN DA E JOB No. 13 -013 DATE 6 -24 -14 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY CHECKED BY: ENGINEERING DEPARTMENT APPROVALS DRAWING NO. RGP RCP FPS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT H A4- 6U/GT' DESCRIPTION CITY OF ENCINITAS STA 77ON "134WCCS1; PLANS PREPARED UNDER SUPERVI ION OF RECOMMENDE :SRN APP GRADING PLANS FOR: LOCATONSE QUADRANT OF THE INTERSECTION OF HORIZONTAL: NO DATE: ®� �AN�1! uu DEVELOPMENT 1754 -G LEUCAD(A BLVD & ORPHEUS ST. IN THE SLY SDNLK .�• R.C.E. O.: 36190 MASIH MAHER GLENN PRUMM OF LOF IRA BLVD. 3' FROM FACE OF CURB & 3T VERTICAL: NONE 0114114 0 //y , APN : 264- 171 -55 ELY OF TRAFFIC SIGNAL ON THE CORNER - ELEVATION 178.54 DATUM NAG, 88 ANDY A. BROWN EXP.: 6- 3'6 -/� DATE DATE TPM 13 -013 1 SHEET 1 OF 4 m Z a- C w u.� L O z W 3 0 o tY o LL NpNj m z WD wz0 Z�Q �Zw�o o w�� m Q za 5Um c J� LL t�0 o�zW< < w V! UNU N z a 0 U C7 "- z o wco Q z m z w Q a ma�m�Mm rwy twmmt s¢amro a•r.AiWRT rx inw"rn KEY MAP SCALE : 1" = 50' EXISTING EASEMENTS: �A AN EASEMENT IN FAVOR OF SAN DIEGO GAS AND ELECTRIC CO. FOR PUBLIC U77LI77ES AND INCIDENTAL PURPOSES, RECORDED DECEMBER 21, 1978 AS INSTRUMENT No. 78-54830J OF OFFICIAL RECORDS © AN EASEMENT IN FAVOR OF GEORGE THOMAS SANTA MARIA AND WENDY KRAUSS SANTA MARIA, HUSBAND AND WIFE, AS JOINT TENANTS FOR PRIVATE U77LITY PURPOSES AND INCIDENTAL PURPOSES, RECORDED APRIL 2, 1992 AS INSTRUMENT No. 1992- 0189619 OF OFFICIAL RECORDS. © AN EASEMENT IN FAVOR OF BRIAN P. KENNEDY AND ANNE C. KENNEDY, HUSBAND AND WIFE AS COMMUNITY PROPERTY FOR SEWER AND INCIDENTAL PURPOSES, RECORDED NOVEMBER 25, 2002 AS INSTRUMENT No. 2002 - 1060229 OF OFFICIAL RECORDS. 2 Gay m S; v J s CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE ! 'Aj -eU(GT' 1-14.19 S DESCRIP77ON CITY OF ENCINITAS STA7701V "134WCCS1" LOCA77ON SE QUADRANT OF THE INTERSECTION OF HORIZONTAL: NONE LEUCADIA BLVD & ORPHEUS ST IN THE S'LY SDWLK OF LEUCADIA BLVD. 3' FROM FACE OF CURB & 37' VERTICAL: NONE ELY OF 7RAFFIC SIGNAL ON THE CORNER ELEVA77ON 178.54 DATUM NA V0 88 0 EXISTING GRAA No RED WOOD H l- N °o 4.0' 3.0' F J' WIDE SWALE PER SEC17ON E' 24.0' WIDE PRIVATE ROAD, UTILITY & DRAINAGE EASEMENT PER FINAL MAP * 16.0' WIDE PRIVATE - PAVE ROAD 2.Oq 70' I � 25 5.0' Z 12' 6.0' 6.0' *- VARIES oIW 'BODPAVE 85" - 3" THICK OPEN- CELLED PLASTIC PAVERS v Q< 0 6 °X16" PCC � BY "TYPAR" INDUSTRIES TO BE FILLED WITH 7 2 " GRAVEL ' '' 'o 1 .FLUSH CURB A I� 4" THICK DG RtCREATIONAL TRAIL 2% Eli 29 I I *RECREATIONAL TRAIL REDUCED IN WIDTH IN ORDER ° TO PRESERVE FOUR (4) EXISTING PEPPER TREES SHOWN HEREON. TRAIL WIDTH TO BE A MINIMUM OF 3' -0" OVER 7" CL BASE NEW 4" AC PAVEMENT I 2 "X6" RED WOOD HEADER CLEARANCE AND IF POSSIBLE EXTEND DG ONLY TO THE ll -11 " THICK -314" GRAVEL I BASE TRUNK MAHOUT HARMING PEPPER 'TREE COLE RANCH ROAD h CROSS SECTION ti> 4.0' \\ AC PAVEMENT TO BE 4" ]HICK MIN OVER 6" THICK MIN CL ll BAS ACTUAL CROSS SEC77ON TO BE DETERMINED BY R- VALUE TEST PERFORMED BY SOILS ENGINEER PRIVATE ROAD CROSS SECTION L 150' 7RANS17ION TO OUTLET APRON L 3' r I 3' WIDE SWALE PER DETAIL 'E' PAD ELEV. PER PLAN � IfiYY EARTH BERM TO BE CONSTRUCTED AT TOP OF SLOPES (TIP) EARTH BERM SECTION TYPICAL AT ALL TOP OF FILL SLOPE 49 -6112 7 . RANDY R- 6ROWA/ RCE36 190 DATE DESIGNED BY: 1 DRAWN BY: I CHECKED BY: RGR RGP RRB PLANS PREPARED UNDER SUPERVISION F — DATE: /� R.C.E. NO.: 36190 RANDY P. BROWN DCP.: 6 -30 -16 BIO- RETENTION BASIN 1" INSIDE DIA. CLEANOUT SWEEP rWI7H END CAPPED r / / AND GRA 7E BY INDS' DEEP ROOIED, DENSE, DROUGHT TOLERANT FOE WELL DRAINED SOIL HARDWOOD MULCH / ���JJJ ��J /J JJJ Ji /J JJJ JJJJ JJJ J;JZ/ ' " rig ,�raaJa ,� „a,�Jap�rTf�,�,ap� „�,,�;,o�, rf,•J,�S,:�,�,aJaT;� �JT,r, ?,� �ao,J�;J;o�✓To. O/'G✓(' - �iP�O�G��/ GGJA �/ �% T `�J��i��Jh�fi"� ✓"!"G"JJf�Ah�hJJ J�J�f�fh�J�JlvJ�4�� i I” I •I �PJ _ JIGVGVJJ� GIGO ��Y J��OJ���j��f�r�f����Jh�iybi�f���f�f�f6f6J SG �J aa., JJIAD�i Ti�i�i�J�TfNNJJV p�•iMrHjJJ ��i�f�fY�y��y��fi�fi�jy�faf9�j9J���p��< � y`ii2� n�f ?J� �Ti .,n� ✓�J, :,`.>.�, c.�.�L�iia,Sofcfcf°fcScGCO , aM�i�,..,.SJ."., /• a I• / ►• . , . / i/• I • I I i i I • I /� I I /• I I / .1�. ' I / /, / •/ �• '•I III : / /�, BMP TREATMENT 3' WIDE TYPICAL SWALE DETAIL NORTH AMERICAN GREEN C125BN EROSION CONTROL BLANKET MAT, MAT SHALL BE EVENLY DISIRIBUlED ACROSS THE EN77RE WIDTH OF THE NEW SWALE AND SECURED WITH 9 GAUGE SOIL STAPLES AND UNDERSEEDED WITH BARLEY ® A RATE OF 250 POUNDS PER AC. NTS NOTE.: FUTURE MAINTENANCE WILL BE REQUIRED BY OWNER. WOOD FENCE r III MASONRY WALL Z MASONRY WALL OPENING W S w n QROFESS /p Z 692 0 l 0 5' TRANSITION FROM 25' TO ��_ �_ -_ ��Q� �O� R 8'90 F� W 4.5' WIDE SWALE No. 36190 m ° Exp. 6180%16 '0 D EXISL PCC BROW DITCH CIV 1� 05 Z>� qTF OF CAl \F aw o CONCRETE BROW DITCH TRANSITION OR Ag NTS G ZZ � P¢� y O JNV F JOB No. 11 -080 DATE 6 -24 -14 } z ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. a O GRADING PLANS FOR: 3 Q COLE RANCH DEVELOPMENT o o; a MASIH MAHER GLENN PRUIM � FL 0 SWALE o En FL 0 SWALE o Y � � Y ^ as D TOP EXIST WALL o / DATE, DATE TPM 13 -013 z o¢ qq TOP @ BACK SIDE OF SWALE & NORTH AMERICAN GREEN C350 TURF REINFORCEMENT MAT, MAT TOP OF EXIST WALL SHALL BE EVENLY DIS7RIBUTED ACROSS THE EN77RE WIDTH OF NORTH AMERICAN GREEN C350 TURF REINFORCEMENT MAT, MAT THE NEW SWALE AND SECURED WI7H 9" GALVANIZED SOIL SHALL BE EVENLY DIS7RIBU7ED ACROSS THE EN77RE WIDTH OF STAPLES AND UNDERSEEDED WITH BARLEY 0 A RATE OF 250 THE NEW SWALE AND SECURED WITH 9" GALVANIZED SOIL POUNDS PER AC STAPLES AND UNDERSEEDED WITH BARLEY ® A RATE OF 250 POUNDS PER AC 6" MIN THICK SOIL 6" MIN 714ICK SOIL 15 MIL BARRIER LINER OR APPROVED EQUAL 15 MIL BARRIER LINER OR APPROVED EQUAL 8" THICK (MIN) ROCKS C0NS7RUC7ED EXIST WALL OPENING FOR WITH No. 2 BACKING DRAINAGE PURPOSES TRANSITION APRON SECTION 3' r I 3' WIDE SWALE PER DETAIL 'E' PAD ELEV. PER PLAN � IfiYY EARTH BERM TO BE CONSTRUCTED AT TOP OF SLOPES (TIP) EARTH BERM SECTION TYPICAL AT ALL TOP OF FILL SLOPE 49 -6112 7 . RANDY R- 6ROWA/ RCE36 190 DATE DESIGNED BY: 1 DRAWN BY: I CHECKED BY: RGR RGP RRB PLANS PREPARED UNDER SUPERVISION F — DATE: /� R.C.E. NO.: 36190 RANDY P. BROWN DCP.: 6 -30 -16 BIO- RETENTION BASIN 1" INSIDE DIA. CLEANOUT SWEEP rWI7H END CAPPED r / / AND GRA 7E BY INDS' DEEP ROOIED, DENSE, DROUGHT TOLERANT FOE WELL DRAINED SOIL HARDWOOD MULCH / ���JJJ ��J /J JJJ Ji /J JJJ JJJJ JJJ J;JZ/ ' " rig ,�raaJa ,� „a,�Jap�rTf�,�,ap� „�,,�;,o�, rf,•J,�S,:�,�,aJaT;� �JT,r, ?,� �ao,J�;J;o�✓To. O/'G✓(' - �iP�O�G��/ GGJA �/ �% T `�J��i��Jh�fi"� ✓"!"G"JJf�Ah�hJJ J�J�f�fh�J�JlvJ�4�� i I” I •I �PJ _ JIGVGVJJ� GIGO ��Y J��OJ���j��f�r�f����Jh�iybi�f���f�f�f6f6J SG �J aa., JJIAD�i Ti�i�i�J�TfNNJJV p�•iMrHjJJ ��i�f�fY�y��y��fi�fi�jy�faf9�j9J���p��< � y`ii2� n�f ?J� �Ti .,n� ✓�J, :,`.>.�, c.�.�L�iia,Sofcfcf°fcScGCO , aM�i�,..,.SJ."., /• a I• / ►• . , . / i/• I • I I i i I • I /� I I /• I I / .1�. ' I / /, / •/ �• '•I III : / /�, BMP TREATMENT 3' WIDE TYPICAL SWALE DETAIL NORTH AMERICAN GREEN C125BN EROSION CONTROL BLANKET MAT, MAT SHALL BE EVENLY DISIRIBUlED ACROSS THE EN77RE WIDTH OF THE NEW SWALE AND SECURED WITH 9 GAUGE SOIL STAPLES AND UNDERSEEDED WITH BARLEY ® A RATE OF 250 POUNDS PER AC. NTS NOTE.: FUTURE MAINTENANCE WILL BE REQUIRED BY OWNER. WOOD FENCE r III MASONRY WALL Z MASONRY WALL OPENING W S w n QROFESS /p Z 692 0 l 0 5' TRANSITION FROM 25' TO ��_ �_ -_ ��Q� �O� R 8'90 F� W 4.5' WIDE SWALE No. 36190 m ° Exp. 6180%16 '0 D EXISL PCC BROW DITCH CIV 1� 05 Z>� qTF OF CAl \F aw o CONCRETE BROW DITCH TRANSITION OR Ag NTS G ZZ � P¢� y O JNV F JOB No. 11 -080 DATE 6 -24 -14 } z ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. a RECOMMEND APP WV DE GRADING PLANS FOR: 2 ° AA. COLE RANCH DEVELOPMENT 11754 -G m MASIH MAHER GLENN PRUIM APN : 264- 171 -55 w co ¢ z Lu z 8 14 �4 $�i9�y SHEET 2 OF 4 / DATE, DATE TPM 13 -013 z o¢ a ge'i' -9 J, I API\J, 2641-J7j.�c 4 4 b 4\, 198.71' STORY DRAIN DATA: KEY DATA NOTES : I f ; Ain DESCRIPTION No --- 1 Kr� 25.0' - 6" PVC (SOLID WALL) ®26.5.2 Ol PROTECT EVST AC PAVEMENT & BASE IN PLACE "'(D 30' - 60 PVC (SOLID WALL) 0 2.0% PROTECT EXIST. WATER VALVE IN PLACE APJ\J, %64- -/-1 PROTECT EXIST FIRE HYDRANT IN PLACE Q 4.5' - 60 PVC (SOLID WALL) 0 2.0% (a� 230' - 60 PVC (SOLID WALL) 0 14.49 'RZD PROTECT EXIST TREES IN PLACE 12.0' - 6" PVC (SOLID WALL) 0 8.4% PR07ECT EXIST WROTH IRON FENCE IN PLACE 1' 1A =CT EXIST CIUMV WALL U67U UMn rrAirr ON 7no y� 0 PROTECT EXIST MASONRY WALL IN PLACE & REPLACE BROKEN WOOD FENCE IN KIND. CONTRACTOR TO if COORDINA 7E WITH NEIGHBOR PRIOR TO WORK 8 6C PROTECT EXIST PCC BROW DITCH & DRAINAGE PATTERN IN PLACE v 5191 -6 N731.? '04-W @) PR07ECT EVST DRAINAGE OPENING IN MASONRY WALL IN PLACE. CONTRACTOR TO VERIFY POS177VE FLOW FROM NEW FLOW UNE BROW 70 D(IST DRAINAGE PATTERN 7 CANOPY IF POSSIBLE NOT 70 PROTRUDE WITHIN PA TH WA Y 10 PROTECT EXIST PEPPER TREE IN PLACE TRIM TREE CA uj i1 REMOVE EXIST PEPPER NEE & REPLACE WITH 15 GAL TREE SPEC/MAN. NEW LOCA77ON 70 THE J14p), SA 7ISFA C RON OF CITY ENGINEER % @) PR07ECT EXIST SEWER MANHOLE IN PLACE. ADJUST LID TO NEW GRADE & CONS7RUCT 1.0' WDE X 40 55 84 75 - - a THICK PCC AROUND SEER MANHOLE FRAME PROTECT EXIST SEWER MAIN IN PLACE 3 \80.3 A, I PR07ECT EA75T W4 7ER MAIN IN PLACE 0- PARCEL I ofllowd Y NOT 611/1 r Q5) RELOCATE 4X WOOD POST WITH WATER OUTLET CONTROL STA770N. CONTRACTOR TO COORDINATE WITH I -- �L- NO 85 e WATER DISTRICT PRIOR TO WORK t 16. 8p Qff RfLOCA7E EXIST CATV PEDESTAL. CONTRACTOR TO COORDINATE W7H CABLE TV PROVIDED PRIOR TO WORK PEN 14-300 SUB� N \-7 DIA W EL 7E (0 RELOCATE EXIST 1. WATER BOLLARDS WATER x0 ?,- IN" DISIRICT PRIOR 70 START OF WORK r 14 -'� �n I /I RELOCATE EXIST STREET SIGN. NEW LOCATION PER CITY ENCINITAS SA77SFAC77ON J �jyl r 2% 1 �k-t 1#,qd5F AlOr PROTECT EXIST DRIVEWAY. CONTRACTOR TO MAINTAIN ACCESS OF THE PROPERTY OWNER DURING CONST -4- - L ------ ..... .. PROTECT EXIST CAN PEDESTAL IN PLACE oo PROTECT EXIST 4# FLEXIBLE STORM DRAIN PIPE IN PLACE PAD 76-U PR07FCT EAIST 6" WOOD POST IN PLACE. ATTACHED ROUND POL YOLEFIN GRATE BY WDS'A T FINISH SURFACE PROTECT ENST AC PAVEMENT & BASE. MATCH EXIST GRADE & PROVIDE SMOOTH IRANS177ON WITH 'ilf "PARCEL-2 ca, ------ 0%0 1E & 16P -R=20' EXIST PAVEMENT v4) RFjWOW POR77ON OF EXIST FENCE WTHIN THE DEVELOPMENT AREA PROTECT EXIST STORAGE IN PLACE - �-Z7 < ) SA WCUT LINE. MATCH EXIST GRADE & PROWDE SMOOTH 7RAN51770N WITH EXIST DAYLIGHT LINE - - - - - - 71? PAVEMENT & BASE. USE 4- THICK MIN. AC L DEMOLISH EXIST AC PAVEMENT & BASE. CONS 71? NEW AC PA 0 1 - 1, ----------- 86' `' I - 2.1 MAX VER 6* MIN CLASS # BASE. ACTUAL CROSS SEC770N TO BE DETERMINED BY R- VALUE TEST PERI'OhMED BY MA X 82 W I 1 PAVEMENT AS NECESSARY TO PROVIDE SMOOTH 7RANS1770N WITH EXIST PER SOILS ENGINEER. 0 VERLA Y 198,54' AZA ­2 IMPROVEMENT PLAN No. 11754-1 9&54 84 154.25' @ 6 WIDE STORM WA 7ER 7REA TMENT AREA. SEE SEC77ON A, SHEET 2 6' WIDE MAX - 4' THICK DG RECREA77ONAL TRAIL PER IMPROVEMENT PLAN No. 11754 -1 SEE BECKON 77 A SHT 2 WATER SERVICE FOR PARCEL 1. CONTRACTOR TO COORDINATE WITH WATER DISTRICT PRIOR TO WORK t. -40 CM13 CON7RACTOR TO CONNECT 4" PVC (SDR 35 MIN) SEOER LATERAL PER SDRSD SS-01 RESERVED FOR a i. N 1. (1E 80.47 MAIN) / 1E 80. 68 LA T PARCEL CONTRACTOR TO CONNECT 4" PVC (SOR 35 MIN) SEKER LATERAL PER SDRSD SS-01 RESERVED FOR Ri PARCEL 2 (1E 83. 84 MAIN) 1E 84.05 LA T WD c' V"Ci UO J I 34 VE CONTRACTOR TO CONNECT 4" PVC 5DR 35 MIN) SEWER LATERAL PER SDRSD SS-01, RESERVED FOR NOTES EXIST BARN (1E 84.02 MAIN) /!E 8423 LA T IU 1. SEWER LATERAL FOR PARCEL 3 TO BE EXTENDED FROM WA 7ER SERVICE FOR PARCEL 3, CONTRACTOR TO COORDINATE WITH W4 7ER DISTRICT PRIOR TO WORK ' NOTES 1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL ,*PA CEL 3 r CLEANOUT TO THE EXIS77NG RESIDENCE WITH 4" DIA. PVC CONTRACTOR TO CONNECT 40 PVC (SOR 35 MIN) SEWER LATERAL PER SDRSD SS-01 FOR PARCEL J CLEARANCE OF NOT LESS THAN 13.5' (SDK 35 MIN) ®2Z MIN. SLOPE WITH 36" COVER & AS (1E 85.82 MAIN) / IE 87.02 LA T REQUIRED BY CITY ENCINITAS. C1258N EROSION CONTROL BLANKET BY NORTH AMERICAN GREEN WITH X WIDE SWALE FOR B&P PURPOSES 2. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT 2. ELEC7RICAL OVERHEAD LINES TO BE UNDERGROUND FROM THE SEC77ON & SHEET 2 THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED NEAREST POWER POLE TO EXIS71NG RESIDENCE 16' WIDE - 4" THICK (MIN) AC PAVEMENT OVER 6' THICK (MIN) CLASS If BASE ACTUAL CROSS SEC77ON TO W7H AN APPROVED PAVED SURFACE TO PROVIDE ALL-WEA7HER DRIVING CAPABIL177ES. Y I BE DE7ERMINED BY R- VALUE TEST PERFORMED BY SOILS ENGINEER 4 ` - Tor w, `D 39 24' WIDE PRIVATE ROAD, U77LITY & DRAINAGE EASEMENT PER FINAL MAP 4- PVC (5DR 35 MIN) SEWER LATERAL 0 2% MIN SLOPE W7H 36- MIN COVER ) WATER SERWCE WTH SCHEDULE 40 PVC HAVING A 24- v COVER MIN -4) 16' WIDE ROUGH GRADE DRIVEWAY 4 > BID REIEN7701V AREA TO TREAT PARCEL 1 & PRIVATE ROAD. DESIGNED VOL=564 CF. SEE SECTION 'C, SHEET 2 XFfi 9 DRAINAGE EASEMENT IN FAVOR OF PARCEL J PER FINAL MAP gf5 5_ 12- CATCH BASIN W7H STEEL GRA 7E WITH CONCRETE BOX OR APPROVED EQUAL. 7 9,9, INSTALL 24- SO. PCC PRIVATE IE SEWER MANHOLE AT END OF SEWER FORCE MAIN PER C17Y STANDARD RIM 88.00 0a 1 N71100'00mw 1E 8712 (OUT) flu. POINT OF CONNEC 77ON W4 7ER FOR PARCEL 2 ii i BARs Q,,i� oeff I wA)&3 owR 4* aEANsAw. IV65 78Vo-W C r P= 13 2.07, NO V BID REIENAON AREA TO ]BEAT PARCEL 2, DESIGNED vuL=691 Cr. SEE I z 5' LONG X 5' WIDE PCC APRON. SEE SECTION Y, SHEET 2 4, O ILA REMAINDER PAR E' 0 jo 99.07 J' WIDE SWALE WITH C350 TURF REINFORCEMENT MAT BY NORTH AMERICAN GREEN. SEE SEC77ON ION SHT 2 w @) If 60 No. 3 0 5' WDE DRAINAGE EASEMENT IN FAVOR OF J & REMAINDER PAR PER FINAL AP 3+09-75 j ....... 6 #1=99.47 IS 99.20 f ✓ i ob Fxp. 6/�0/1 A VOR OF REMAINDER PARCEL PER FINAL MAP z 20' vc 5' WIDE DRAINAGE EASEMENT IN FAVOR uj 2+99.75 BVC BEGIN IIEW C 5m WIDE PRIVATE DRAINAGE EASEMENT PER FINAL MAP k NOTE NEW L OCA 770N OF FIRE HYDRANT, CON IRA C TOR 70 COORDINA 7E N 7H WATER DIS 7RIC T PRIOR TO START OF WORK _7 z 0 A C PAVEMENT MA TCh EXIST GRADE (FS 99.65) 4 @ PR07ECT EXIST WA 7ER METER & BOX & IRRIGA 77ON VALVE W IN PLACE FUTURE SEWER LATERAL FOR PARCEL 1 TO BE CONS TRUC TED ON PRIVATE PROPERTY AT NOTE n57 NEW DG DRIVEWAY ac U) PEPPER NEE F POSS&E NOWT i- NE ME n gh CAUTION NOTE 1.OX MINIMUM. INSPECRON REQUIRED FOR REFER TO PUBLIC IMPROVEMENT PLANS FOR IMPROVEMENTS & . ... ... . ........ CON7RACTOR TO VERIFY EXACT LOCA 77ONS & ELEVA 77ONS GRAVEL BEST MANAGEMENT PRAC77CE (BMP) AREA TO BE MAINTAINED LATERAL FLA T7ER THAN 20% AS SEPARA IF STA 770NING OF COLE RANCH ROAD DRAWNG No. 11754-1 59 IRAN-S91 GRASS SW 70 PCC BROW DI OBTAINED OF EXIS77NG UNDERGROUND U77LI77ES PRIOR TO START OF BY ADJACENT HOMEOWNER IN ACCORDANCE NIH CITY ENCINITAS ri BUILDING PERMIT SHALL BE e (Q)- PREPARED BY SOWARDS & BROWN ENGINEERING, INC. TO BE PR07ECT EXIST AC PA WgWBVT PROVIDE SMOOTH ZRAN.9710N 70 NEW AC PA wmavr 0 CONS7RUC770N. THE ENGINEER OF WORK SHALL BE MAINTENANCE REMOVAL AGREEMENT COVENANT REC.A0A&tkXtV BUILT CONCURRENTLY WITH THESE PLANS. 14 MASONRY RET WALL PER SDRSD C-4 NOTIFIED OF ANY DISCREPANCIES WITH THESE PLANS. DOC. No. JOB No. //-090 DATE 6-24-14 62 INSTALL "NO PARKING FIRE LANE-SIGN PER CITY OF ENCINITAS FIRE DEPAR7MENT STANDARD. DESIG 1 DRAWN BY I EHEckm By < REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Rr, By APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1 AS BUILT 1 01 4 0!4 RGP ?,ff 77 0 7- 14 0- DESCRIPTION: ar( OF ENCINITAS sTA 77ON -ac-2o-, PLANS PREPARED UNDER SUPERVISION OF REVIEWED GRADING PLANS FOR: LOCA 710N., /At THE SW CORNER CE CON-C PEDESTAL FOR A z A4 By. COLE RANCH DEVELOPMENT 11 754-G FH ON THE EAST SIDE OF RANCHO SANTA FE RD AND HORIZONTAL 1'= 20' DATE : iL J+ BY. AA akt� 100 FEET SOUTH OF EL CAMINO DEL NORTE R.G.E. MASIH MAHER -GLENN PRUIM NO. :36190 APN : 264-171-55 w VER77CAL NONE z PAN 6-JO-16 DATE 6/14/14 DATE: TPM 13-013 (D ELEVA 710N. 120.564 DATUM: NA VD 88 EXP. SHEET 3 OF 4 z LL1 N ZQ � 0wo 0 z5w LL ZW'a ro ., _j 0 Lu w 0m z 0 p g .g pp xe • gji 04m, Ali ffii' F To g rpr" v LX4 g !t J, I API\J, 2641-J7j.�c 4 4 b 4\, 198.71' STORY DRAIN DATA: KEY DATA NOTES : I f ; Ain DESCRIPTION No --- 1 Kr� 25.0' - 6" PVC (SOLID WALL) ®26.5.2 Ol PROTECT EVST AC PAVEMENT & BASE IN PLACE "'(D 30' - 60 PVC (SOLID WALL) 0 2.0% PROTECT EXIST. WATER VALVE IN PLACE APJ\J, %64- -/-1 PROTECT EXIST FIRE HYDRANT IN PLACE Q 4.5' - 60 PVC (SOLID WALL) 0 2.0% (a� 230' - 60 PVC (SOLID WALL) 0 14.49 'RZD PROTECT EXIST TREES IN PLACE 12.0' - 6" PVC (SOLID WALL) 0 8.4% PR07ECT EXIST WROTH IRON FENCE IN PLACE 1' 1A =CT EXIST CIUMV WALL U67U UMn rrAirr ON 7no y� 0 PROTECT EXIST MASONRY WALL IN PLACE & REPLACE BROKEN WOOD FENCE IN KIND. CONTRACTOR TO if COORDINA 7E WITH NEIGHBOR PRIOR TO WORK 8 6C PROTECT EXIST PCC BROW DITCH & DRAINAGE PATTERN IN PLACE v 5191 -6 N731.? '04-W @) PR07ECT EVST DRAINAGE OPENING IN MASONRY WALL IN PLACE. CONTRACTOR TO VERIFY POS177VE FLOW FROM NEW FLOW UNE BROW 70 D(IST DRAINAGE PATTERN 7 CANOPY IF POSSIBLE NOT 70 PROTRUDE WITHIN PA TH WA Y 10 PROTECT EXIST PEPPER TREE IN PLACE TRIM TREE CA uj i1 REMOVE EXIST PEPPER NEE & REPLACE WITH 15 GAL TREE SPEC/MAN. NEW LOCA77ON 70 THE J14p), SA 7ISFA C RON OF CITY ENGINEER % @) PR07ECT EXIST SEWER MANHOLE IN PLACE. ADJUST LID TO NEW GRADE & CONS7RUCT 1.0' WDE X 40 55 84 75 - - a THICK PCC AROUND SEER MANHOLE FRAME PROTECT EXIST SEWER MAIN IN PLACE 3 \80.3 A, I PR07ECT EA75T W4 7ER MAIN IN PLACE 0- PARCEL I ofllowd Y NOT 611/1 r Q5) RELOCATE 4X WOOD POST WITH WATER OUTLET CONTROL STA770N. CONTRACTOR TO COORDINATE WITH I -- �L- NO 85 e WATER DISTRICT PRIOR TO WORK t 16. 8p Qff RfLOCA7E EXIST CATV PEDESTAL. CONTRACTOR TO COORDINATE W7H CABLE TV PROVIDED PRIOR TO WORK PEN 14-300 SUB� N \-7 DIA W EL 7E (0 RELOCATE EXIST 1. WATER BOLLARDS WATER x0 ?,- IN" DISIRICT PRIOR 70 START OF WORK r 14 -'� �n I /I RELOCATE EXIST STREET SIGN. NEW LOCATION PER CITY ENCINITAS SA77SFAC77ON J �jyl r 2% 1 �k-t 1#,qd5F AlOr PROTECT EXIST DRIVEWAY. CONTRACTOR TO MAINTAIN ACCESS OF THE PROPERTY OWNER DURING CONST -4- - L ------ ..... .. PROTECT EXIST CAN PEDESTAL IN PLACE oo PROTECT EXIST 4# FLEXIBLE STORM DRAIN PIPE IN PLACE PAD 76-U PR07FCT EAIST 6" WOOD POST IN PLACE. ATTACHED ROUND POL YOLEFIN GRATE BY WDS'A T FINISH SURFACE PROTECT ENST AC PAVEMENT & BASE. MATCH EXIST GRADE & PROVIDE SMOOTH IRANS177ON WITH 'ilf "PARCEL-2 ca, ------ 0%0 1E & 16P -R=20' EXIST PAVEMENT v4) RFjWOW POR77ON OF EXIST FENCE WTHIN THE DEVELOPMENT AREA PROTECT EXIST STORAGE IN PLACE - �-Z7 < ) SA WCUT LINE. MATCH EXIST GRADE & PROWDE SMOOTH 7RAN51770N WITH EXIST DAYLIGHT LINE - - - - - - 71? PAVEMENT & BASE. USE 4- THICK MIN. AC L DEMOLISH EXIST AC PAVEMENT & BASE. CONS 71? NEW AC PA 0 1 - 1, ----------- 86' `' I - 2.1 MAX VER 6* MIN CLASS # BASE. ACTUAL CROSS SEC770N TO BE DETERMINED BY R- VALUE TEST PERI'OhMED BY MA X 82 W I 1 PAVEMENT AS NECESSARY TO PROVIDE SMOOTH 7RANS1770N WITH EXIST PER SOILS ENGINEER. 0 VERLA Y 198,54' AZA ­2 IMPROVEMENT PLAN No. 11754-1 9&54 84 154.25' @ 6 WIDE STORM WA 7ER 7REA TMENT AREA. SEE SEC77ON A, SHEET 2 6' WIDE MAX - 4' THICK DG RECREA77ONAL TRAIL PER IMPROVEMENT PLAN No. 11754 -1 SEE BECKON 77 A SHT 2 WATER SERVICE FOR PARCEL 1. CONTRACTOR TO COORDINATE WITH WATER DISTRICT PRIOR TO WORK t. -40 CM13 CON7RACTOR TO CONNECT 4" PVC (SDR 35 MIN) SEOER LATERAL PER SDRSD SS-01 RESERVED FOR a i. N 1. (1E 80.47 MAIN) / 1E 80. 68 LA T PARCEL CONTRACTOR TO CONNECT 4" PVC (SOR 35 MIN) SEKER LATERAL PER SDRSD SS-01 RESERVED FOR Ri PARCEL 2 (1E 83. 84 MAIN) 1E 84.05 LA T WD c' V"Ci UO J I 34 VE CONTRACTOR TO CONNECT 4" PVC 5DR 35 MIN) SEWER LATERAL PER SDRSD SS-01, RESERVED FOR NOTES EXIST BARN (1E 84.02 MAIN) /!E 8423 LA T IU 1. SEWER LATERAL FOR PARCEL 3 TO BE EXTENDED FROM WA 7ER SERVICE FOR PARCEL 3, CONTRACTOR TO COORDINATE WITH W4 7ER DISTRICT PRIOR TO WORK ' NOTES 1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL ,*PA CEL 3 r CLEANOUT TO THE EXIS77NG RESIDENCE WITH 4" DIA. PVC CONTRACTOR TO CONNECT 40 PVC (SOR 35 MIN) SEWER LATERAL PER SDRSD SS-01 FOR PARCEL J CLEARANCE OF NOT LESS THAN 13.5' (SDK 35 MIN) ®2Z MIN. SLOPE WITH 36" COVER & AS (1E 85.82 MAIN) / IE 87.02 LA T REQUIRED BY CITY ENCINITAS. C1258N EROSION CONTROL BLANKET BY NORTH AMERICAN GREEN WITH X WIDE SWALE FOR B&P PURPOSES 2. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT 2. ELEC7RICAL OVERHEAD LINES TO BE UNDERGROUND FROM THE SEC77ON & SHEET 2 THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED NEAREST POWER POLE TO EXIS71NG RESIDENCE 16' WIDE - 4" THICK (MIN) AC PAVEMENT OVER 6' THICK (MIN) CLASS If BASE ACTUAL CROSS SEC77ON TO W7H AN APPROVED PAVED SURFACE TO PROVIDE ALL-WEA7HER DRIVING CAPABIL177ES. Y I BE DE7ERMINED BY R- VALUE TEST PERFORMED BY SOILS ENGINEER 4 ` - Tor w, `D 39 24' WIDE PRIVATE ROAD, U77LITY & DRAINAGE EASEMENT PER FINAL MAP 4- PVC (5DR 35 MIN) SEWER LATERAL 0 2% MIN SLOPE W7H 36- MIN COVER ) WATER SERWCE WTH SCHEDULE 40 PVC HAVING A 24- v COVER MIN -4) 16' WIDE ROUGH GRADE DRIVEWAY 4 > BID REIEN7701V AREA TO TREAT PARCEL 1 & PRIVATE ROAD. DESIGNED VOL=564 CF. SEE SECTION 'C, SHEET 2 XFfi 9 DRAINAGE EASEMENT IN FAVOR OF PARCEL J PER FINAL MAP gf5 5_ 12- CATCH BASIN W7H STEEL GRA 7E WITH CONCRETE BOX OR APPROVED EQUAL. 7 9,9, INSTALL 24- SO. PCC PRIVATE IE SEWER MANHOLE AT END OF SEWER FORCE MAIN PER C17Y STANDARD RIM 88.00 0a 1 N71100'00mw 1E 8712 (OUT) flu. POINT OF CONNEC 77ON W4 7ER FOR PARCEL 2 ii i BARs Q,,i� oeff I wA)&3 owR 4* aEANsAw. IV65 78Vo-W C r P= 13 2.07, NO V BID REIENAON AREA TO ]BEAT PARCEL 2, DESIGNED vuL=691 Cr. SEE I z 5' LONG X 5' WIDE PCC APRON. SEE SECTION Y, SHEET 2 4, O ILA REMAINDER PAR E' 0 jo 99.07 J' WIDE SWALE WITH C350 TURF REINFORCEMENT MAT BY NORTH AMERICAN GREEN. SEE SEC77ON ION SHT 2 w @) If 60 No. 3 0 5' WDE DRAINAGE EASEMENT IN FAVOR OF J & REMAINDER PAR PER FINAL AP 3+09-75 j ....... 6 #1=99.47 IS 99.20 f ✓ i ob Fxp. 6/�0/1 A VOR OF REMAINDER PARCEL PER FINAL MAP z 20' vc 5' WIDE DRAINAGE EASEMENT IN FAVOR uj 2+99.75 BVC BEGIN IIEW C 5m WIDE PRIVATE DRAINAGE EASEMENT PER FINAL MAP k NOTE NEW L OCA 770N OF FIRE HYDRANT, CON IRA C TOR 70 COORDINA 7E N 7H WATER DIS 7RIC T PRIOR TO START OF WORK _7 z 0 A C PAVEMENT MA TCh EXIST GRADE (FS 99.65) 4 @ PR07ECT EXIST WA 7ER METER & BOX & IRRIGA 77ON VALVE W IN PLACE FUTURE SEWER LATERAL FOR PARCEL 1 TO BE CONS TRUC TED ON PRIVATE PROPERTY AT NOTE n57 NEW DG DRIVEWAY ac U) PEPPER NEE F POSS&E NOWT i- NE ME n gh CAUTION NOTE 1.OX MINIMUM. INSPECRON REQUIRED FOR REFER TO PUBLIC IMPROVEMENT PLANS FOR IMPROVEMENTS & . ... ... . ........ CON7RACTOR TO VERIFY EXACT LOCA 77ONS & ELEVA 77ONS GRAVEL BEST MANAGEMENT PRAC77CE (BMP) AREA TO BE MAINTAINED LATERAL FLA T7ER THAN 20% AS SEPARA IF STA 770NING OF COLE RANCH ROAD DRAWNG No. 11754-1 59 IRAN-S91 GRASS SW 70 PCC BROW DI OBTAINED OF EXIS77NG UNDERGROUND U77LI77ES PRIOR TO START OF BY ADJACENT HOMEOWNER IN ACCORDANCE NIH CITY ENCINITAS ri BUILDING PERMIT SHALL BE e (Q)- PREPARED BY SOWARDS & BROWN ENGINEERING, INC. TO BE PR07ECT EXIST AC PA WgWBVT PROVIDE SMOOTH ZRAN.9710N 70 NEW AC PA wmavr 0 CONS7RUC770N. THE ENGINEER OF WORK SHALL BE MAINTENANCE REMOVAL AGREEMENT COVENANT REC.A0A&tkXtV BUILT CONCURRENTLY WITH THESE PLANS. 14 MASONRY RET WALL PER SDRSD C-4 NOTIFIED OF ANY DISCREPANCIES WITH THESE PLANS. DOC. No. JOB No. //-090 DATE 6-24-14 62 INSTALL "NO PARKING FIRE LANE-SIGN PER CITY OF ENCINITAS FIRE DEPAR7MENT STANDARD. DESIG 1 DRAWN BY I EHEckm By < REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Rr, By APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1 AS BUILT 1 01 4 0!4 RGP ?,ff 77 0 7- 14 0- DESCRIPTION: ar( OF ENCINITAS sTA 77ON -ac-2o-, PLANS PREPARED UNDER SUPERVISION OF REVIEWED GRADING PLANS FOR: LOCA 710N., /At THE SW CORNER CE CON-C PEDESTAL FOR A z A4 By. COLE RANCH DEVELOPMENT 11 754-G FH ON THE EAST SIDE OF RANCHO SANTA FE RD AND HORIZONTAL 1'= 20' DATE : iL J+ BY. AA akt� 100 FEET SOUTH OF EL CAMINO DEL NORTE R.G.E. MASIH MAHER -GLENN PRUIM NO. :36190 APN : 264-171-55 w VER77CAL NONE z PAN 6-JO-16 DATE 6/14/14 DATE: TPM 13-013 (D ELEVA 710N. 120.564 DATUM: NA VD 88 EXP. SHEET 3 OF 4 z LL1 N ZQ � 0wo 0 z5w LL ZW'a ro ., _j 0 Lu w 0m z 0 __L__ 11 I 0 4+94.28 CL ANG'LE MY f:, 90.9� 1 , 4� 90.02 ("Ll A: pAvFv&I4T- - T I , , __________­ ­ - -- 4 +8',75 F Vc, f -c 9 I s , , 4-!-!375 PI=,q i, 5o _fo_r,vc___ 4 +83.75) R V(" ', C.) , I , Q.-) - , , I i l q-� , , ,- -,) I-C) � ,\ ,-I " "l-, , C)-, 4 44t)I.W1 I 0 I � - ! � I , 4, I L) I , � " i- I I , , , i Q,\ �' I I , I I , I I I � I " 1:1-) 3+J6,80. CL A - L, P­u E -- - --- �, i (iF) FS 98.159 5 -- I - I < I I I I -I � / i J I �� I 1 I I ��, �l , , �� " " - J+ 99F7' �, 99, , ---i __ I - e 11 11 I , - 6� - ,� t_0 �, /Lf �_, . �, bc - �1�99.47 #,- 9 � 11 --I __ , - '------ _T� t 20' V�,' , I � I � 2+99. , 8l/c HEG/N Ew I I ��l AC - -_-i TTT- " EXIST -,- GRADE (F5 99,65) � . I I ,) � � , Q . .. � ,�� J - 1-­.1 ­ - ,- � ,Q) � , I I � � _( I � , ; �t I I Ii REVISIONS I APPROVED I DATE I �Ii? � iF ! 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