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2017-13216 G (Plans)RIGHTOFWAYNOTE OWNER IS TO OBTAIN A CONSTRUCRON PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WWKING IN THE PUBLIC RIGHT OF WAY FAILURE TO DO SO WILL RESULT NN ISSUANCE OF A STOP WCiRK NONCE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS DRAINAGENOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITYNOTE ALL UTLITES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES i. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION, THE DESIGN CONSiRUCION STANDARDS OF 7HE CITY OF ENCINITAS AND THE SAN DIEGO AREA REC0NAL STANDARD DRAWINGS ANY CHANCES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2 THE SOILS REPORT TIED "I✓MITED CEOTECHNICAL IN017GA77ON PROPOSED SVICLE- FAMILY RESIDENCE" PREPARED BY EAST COUNTY SOIL CONSULTABON AND ENGINEERING, INC. DATED JANUARY 19, 2017, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH THE RECOMMENDATIONS AND SPECIRCA71ONS CONTAINED IN SAID REPORT J. SETARA TE APPROVALS AND PERMITS FOR ANY CONSTRUCION WITHIN PUBLIC RIGHT OF-WAY OR EAS€M£N7S SHALL BE REQUIRED IN CONJUNCRON WITH IMPROVEMENT PLANS 4. WRITTEN PERMIS570N SHALL BE OBTAINED FOR ANY OFFSNE GRADING 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISiURBED OR DES7RO0 SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND RECULA71ONS & 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.•30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY RECOGNIZED HOUDAYS 9 NO GRADING OPERATIONS SHALL COMMENCE UN77L A PRE- CONSTRUCRON MEETING HAS BEEN HELD ONSITE NTH THE FOLLOWWNG PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMIFEE THE PRE- CONSNUCRON MEETING SHALL BE SCHEDULED NTH THE CITY AT LEAST 46 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DiRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSNUCTON SIIE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL fROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. IHE DEVELOPER SHALL COMPLY NTH ALL CONDITIONS AND REQUNREMEN7S THE CITY ENGINEER MAY IMPOSE MTH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WOK UNDER THE GRADING PERMIT, BUT PRIOR 70 FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CER77RCANON" SHALL BE PROVIDED STATING- 'THE GRADING UNDER PERMIT N0. 13216 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WiTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN° THIS STATEMENT SHALL BE FOLLOWED BY THE DAiE AND SIGNATURE OF THE OWL ENGINEER WHO CERPRES SUCH GRADING OPERA TOM 12 ALL GRADING SHALL BE INSPECTED AND IESiED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVAION PLACEMENT AND COMPACTION OF FILLS AND BACkFTLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WiLL DETERMINE THE SUITABILITY OF ANY RILL MATERIAL UPON COMPLETION OF GRADING OPERATIONS HE SHALL STA IF THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS RIP0610N AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED UST 13 THE CONNAC70R SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONOING OF WATER HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR RNISHED WORK ON THE 97E AND SHALL TAKE REMEDIAL MEASURE 70 PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH NYE AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND RLL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECYFICATON. ALL VEGETABLE MATTER AND CRECROVABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE RILL IS TO BE PLACED. LOOSE RLL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE R7RM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIR7ED 70 A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT IT SHALL BE THE CONNRACTORS RESPON281UTY TO PLACE, SPREAD, WATER AND COMPACT TH€ Fill IN STRICT ACCORDANCE NTH SPEOFICARONS 15 CUT AND FILL SLOPES SHALL BE CUT AND NRIMMED 70 F7NISIl CRADE 70 PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGNEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES ROOTS AND OTHER WASiF MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND D170SED OF THE 70E AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WiTH THE GRADING ORDINANCE. 16. ALL TREES BRUSH, GRASS, AND OTHER OBXC77ONABLE MAiE7RlAL SHALL BE COLLECTETI, PILED OR ONIERNISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND R7NISHED APPEARANCE FREE FROM UNSIGHIL Y DEBRIS APPROVAL OF LOCATION OF DEBRIS RILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CiTY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERNAL 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISIENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES LOC47E0 NIHIN CITY STREET RIGHT-CF-WAY ON CITY PROPERTY, OR N IH1N CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING COIVSIPUCNON UNLESS SPECIFICALLY APPROVED OTHERWSE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRiP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OULERMOST EDGE OF THE TREE CANOPY PROuECION DN THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PRO7EC7FD IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVSED TO ADDRESS THE TREE REMOVAL r EROSIONCON77M 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT HORACIO DEVOID AT (646) 831-802, 24 HOURS A DAY. 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL MMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CON UCNON OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT 3 DEVICES .MOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONIRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO TIE SANSFACTON OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDINONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC IRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POiDV77ALLY UNSAFE. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMEIER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PR07ECHW DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH #VRKING DAY WHEN THE ERNE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWA7ERPOLLU77ONCONTROL POSTCONSTRUCTIONBMP/IMPNOTES 1. FOR STORM WATER POLLUTION CONIROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO CRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM 2 GRASS AND LANDSCAPE AREAS DESIGNA70 FOR STORM WATER POLLUTION CON7ROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3 ALL fNPERWOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED B4lP,4 P FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS NTH ADEQUATE GROUNDCOO THE PRIOR TO DISCHARGE A AREAS. THE 577E. ALL HMPERNOUS AREAS MUST SLOPE TOWARD THE APPROVED 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE DRIVEWAYS OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5 DRIVEWAYS SHALL HAVE A MINIMUM 2X CROSS SLOPE TOWARD THE IMPIWP AREA OR HAWS ANOTHER APPROVED DRAINAGE' SYSTEM THAT IS DESIGNED 70 COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUA IF IMPAMP. 6. ALL STORMWAIER IMPIPMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7 THE INSTALLATION OF ADDiRONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARAiF ENGINEERING PERMIT HE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE RTTED 70 COMPLY NTH STORM WATER BEST MANAGEMENT PRACTICE ENTER THE &CL SURE THE ENiLOSURE SHALL HAW LIABLE AND ZOGkED NOT NR� THAT BERN SHALALLOW ST IAA ATRALL OPENINGS 70 HOLD IN ANY UQUIDS THAT ESCAPE FROM THE DUMPSiER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED NIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE OLIVENHAINMUNICFWL WATERDISTRICTNOTES. L POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 7HE DETAILS AND MA7ERIALS AS SPECIFIED IN THE MOST RECENT EDIRON OF THE O7lENHAUN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIRC477ONS AND DRAWINGS FOR THE CONSNUC77ON OF WAI€R MAINS AND FACILIRES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DA 7E ON THESE PLANSCONNACTOR SHALL HAVE A COPY OF THE STANDARD SPECFCATONS ON THE JOB SITE AT ALL TIMES 2 THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SiX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING W1TH THE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHU7000S OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT DISTRICT SHALL BE NOTHED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDiNAIE WITH DISiRICT ALL ARRANGEMENTS FOR HIGH - LINING 7EMPORARY SERVICES PRIOR TO SHUTDOWNS NO S HUIDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL RENEW ALL PROPOSED iR€NCH WORK WITH CAL /OSHA. A COPY OF EX €MP77ON LETTER OR TRENCHING PERMIT IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSNUC90N. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR iNSPEC77ON OF THE PROJECT. 7. THE CONIRACTOR MUST CALL ODIC ALERT OF SOUTHERN CALIFORNIA' TO HAVE UNDERGROUND SERVICE UTLITES LOCATED PRIOR TO CONS7RUCRON. 776 CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR 70 ANY NORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE 800- 227 -2600) B. ALL EXISTING FACIU77ES WHICH MAY AFFECT PROJECT CONS7RUCRON, LE, LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE HELD VERIFIED BEFORE ANY CONSTRUCTION BEGNS 9. THE CONTRACTOR SHALL fURNiSH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED URUTY WARNING AND IDEN77RCA77ON TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WA7ER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET IL ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4' MAXIMUM DETLECTON PER COUPLING (2• PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HiGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PRO7LE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN ME7ER BOX AND LOCATE BEHIND CURB UNLESS 07HERMSE APPROVED BY DiS7RICT S REPRESENTARVE.. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCA7ED AT OR NEAR HIGH OR LOW POINTS AS APPROVED BY THE DISTRICT'S REPRESENTATIVE i3 INSTALL A MINIMUM I -INCH WATER SERVICE TO EACH LOT MEiER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 314 -INCH HIGH LETTER 'W° SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRIN70 iN NEW CURB AT ALL WATER SERVICE CROSSINGS 14. ME7ER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT 15. ALL W47ER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEV]CE ON CUSTOMERS SIDE OF WATER METER. 16. CONTRACTOR SHALL NF OFF ALL VAI VE LOCA IONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES, 17 LINE VALVES, WHERE REQUIRED AT S7REET INTERSECTIONS SHALL BE LOCATED AT THE 7EE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE HRE DISTRICT AND MEETING THE DISTRICTS STANDARD SPECIHCATONS, ARE TO BE INSTALLED AT LOCARONS SPECIHED BY THE HR€ DISTRICT. 19, ALL DESIGN CHANGES TO THE WA7ER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTA77W IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANCE 20. THE WA7ER SY57EM SHALL BE PRESSURE 7ESTED IN ACCORDANCE NTH THE PROCEDURES IN THE OMWD STANDARD SPECIHCATONS. THE CLASS OF PiPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR IESTNG ALL PIPE, VALVES (CLOSED) AND APPURTENANCES 23. CONTRACTDR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DALE OF ACCEPTANCE FOR THE PROJECT CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER NTH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DAIS OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATON METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25 ALL BURIED R77INGS AND VALVES SHALL BE WAX TAPE ORAPPED IN ACCORDANCE WiTH OMWD STANDARD 5'PECIHCATONS. 8TORMWA TER POLL UTIONCONTROL BMPNO TES RELA7 7VET0 CONS TRUCTIONACiM71ES CONCRETEWASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUAiELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SIZE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWA7ER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNANNG THE WASHOUT LOCATION. CONSTRUCTION SITEACCESS A STABILIZED CONS7RUCRON SHE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THiS STIALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGATE() S7EEL PANELS/PLA7ES. CONSTRUCTION VEHICLES A SIPECIHC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DE576NA7ED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PRO7EC7ED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER WGETANON, AND BONDED HBER MATRIX. NO EXCAVATION AND GRADING AC17WNES ARE ALL OWED DURING NET WEATHER DIVERSION DIKES SHALL BE CONSIRUC7ED TO CHANNEL RUNOFF AROUND THE CONSTRUCRON SIZE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND 7EMPORARY EROSION CONTROL MEASURES REMOVE EXISTING WEGETA77ON ONLY WHEN ABSOLU7ELY NECESSARY. LARGE PROoECIS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY- THEY HELP DECREASE EROSION. TEMPORARY WGETA77ON MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREWNIED BY PLANING FAST GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETAT V AS SOON AS POSSIBLE, ONCE EXCAVATON AND CRADiNG ACRWIIES ARE COMPLETE WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SI7ECON57RUCTIONMATERI4L STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY Nfl. STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SIZE EUMINAIE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -517E. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMW47ER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZATION MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL MMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION HN THE CITY OF ENCINITAS SHALL BE TRAMMED TO BE FAMILIAR WITH THE CITY OF ENCINITAS S70RMWA7ER POLLUTION CONTROL REQUIREMENTS THESE BMP NOiES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNERS) AND THE PRiME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT S7ORMW47ER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES WASTEMANAGEMENT CON7RACTOR SMALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WAS7E PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SY57EM IS SNICRY PROHIBITED. NO SEEPAGE FROM ANY DUMPSiER SHALL BE DISCHARGED INTO STORMWAIER. BERNSAKES SHALL BE PLACED AROUND ALL DUMPSIERS TO DIVERT THE NA7URAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED IREQU£N71Y FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSITES WITHOUT LiDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOHNG OR COVERED WiTH TARPS IN ORDER 70 AVOID RAIN CONTACT WITH ANY TRASH MA7ERIAL MANY CONSTRUCTION MA7ERIALS, INCLUDING SOL07S W47ER -BASED PAIN7S VEHICLE fLU1DS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED WCETARON CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIA7E LANDFILL OR DISPOSED O AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE TOIL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDRLIS AND TO ORDER DUMPSIERS CALL LOCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD { WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES ALL CONSNUC77ON DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORMORAIN. CONIRACTOR MUST ROUTINELY CHECK AND CLEAN UP MA7ERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWA7ER POLLUTION CONIROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. i. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND SNUC711RES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOW4EDGE 7HERE ARE NO EXISTING UTLITES EXCEPT AS SHOWN DN THESE PLANS HOWEVER. • THE CONTRACTOR iS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTIURES OR STRUCTURES LOCATED AT THE WOORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTLITES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR V27RIRCATON AND LOCATION OF UTLITES AND NONFICARON O COMMENCEMENT OF AVRK.• A. SEWERS - CSD - (760) 633 -2770 B. GAS & ELECTRIC - SDCE - (760) 438 -6200 C. W47ER - OMND -(760) - 753 -6466 A TELEPHONE - SBC BELL - (760) 489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760) 806 -9809 X2233 2 CONNAC70R SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY MURK ON THIS PROECT. PHONE: (760) 633 -2770. 3 THE CONTRACTOR SHALL GIVE 24 HOURS NONCE ON CALLS FOR INSPECTION PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENDNT OF INSPECTION WILL BE SUBECT TO R£ECRON AND REMOVAL IMPERVIOUS AREA S UMMA R Y IMPERVOUS AREA PRIOR TO CONSTRUCTION- 4,290 SF IMPERVIOUS AREA AFTER CONSNUCTIOI. $055 SF INCREASE IMPERVIOUS AREA: 3,765 SF OWNER HORACIO D. DEWTO AND SARA GURNiTCW 511 DUSTY ACRES COURT ENCINITAS CA. 92024 SITEADDRESS 511 DUSTY ACRES COURT, ENCINITAS CA. 92024 ASSESSOR'SPARCEL N0. 265- 390 -4000 DATE OF TOPOGRAPHY SURVEY NOVEMBER 17, 2016 LEGAL DESCRIPTION PARCEL 2 OF PARCEL MAP N0. 16589, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, AUGUST 19, 1991 AS FILE N0. 91- 0424522 OF OFFICIAL RECORDS OWNER'S CERTIFICA IF / HEREBY CERTIFY THAT A REG/S7ERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WiLL BE RETAINED TO SUPERVISE OVER ALL GRADING ACRNTY AND ADNSE ON THE COMPACTION AND STABILITY OF THE SITE. I HEREBY AGREE 70 INDEMNIFY, DEFEND, AND HOLD CITY AND CITYS OFROERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS DEMANDS, CAUSES OF ACRONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY NTH ANY ACTS OR OUISS16NS OF OWNER OR OWNERS AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS OFFICIALS, OFFICERS OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCRON COVERED IN THE PERMIT OR CONNEC70 D /RECIZ Y OR INDIRECT. Y TO THE PERMIT OR APPROVED PLANS WITHIN THE PRiVA TE PROPERTY OR PUBLIC EASEMENTS C SIGNATURE DA TE.- �f Z� 1 �� SIGNATURE DA TE. • I Zy 1 HMACID A DEV OTO SARA GURNTCH SOILS ENGINEERS CER77FICATE 1, MAMADOU SALIOU DIALLO,A REGISTERED GE07ECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION DN JANUARY 19, 2017 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, W1771 MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE O THE CITY ENGINEER. FURTHERMORE, I HAVE RENEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCOMPORATED IN THE GRADING PLANS AND SPECIFICA TONS 5100.* M -htmQ AKA- '" v M &1-'A-14-#Z MAMADOU SALIOU DIALLO GE NO.: 12704# _49 � CvPL � E%A J x �3 t 17 PROJECT NO.: 117- 1147J7 EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. 10925 HARNEY ROAD, SUITE l" SANiEE, CALIFORNIA 92071 (619) 258 -7901 STA T E MEN T OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE Wt7RK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURIHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULANONS REQUIRED BY THE CITY OF ENCINITAS TO THE EXTENT THAT THE ENGNEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECYK OR RENEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DEIERMINARON BY THE CITY OF ENGNITAS OF THE 7ECHNICAL SUF17MCY OR ADEQUACY O THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RECEVE THE ENGNEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON THE ENGNEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY O ENCINITAS AND IiS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS ERRORS OR OMISSIONS OF THE ENGINEER AND HIS/HER ACENIS OR EMPLOYEES ACING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE NORK PERFORMED BY THE ENGINEER 57GNATIRE 6/� 0-( �r'j DA7E• `i 1 % QROf ESS /O,y VINCENT L. SAMPO � �Nj L. 8 COMPANY.• SAMPO ENGINEERING, INC. W � No. 44173 ° m ADDRESS 171 SAXONY ROAD, STE 213 ENCINITAS CA. 92024 06 -30 -17 PHONE NUMBER.• (760) 436 -0660 �c RCE EXPIRES: 6130117 EARTHWORKDATA STEEPEST EXISTING NATURAL SLOPE ON -57TE =25.• 1 MAXIMUM WER71CA4 DEPTH OF CUT = 5.0 FEET MAXIMUM VERTICAL DEPTH OF FlLL = 1.5 FEET CUT = 75 CY FILL = 143 CY IMPORT= 68 CY REMEDIAL = 995 CY (7' REMOVAL AND RECOMPAC77ON UNDER BUILDING AREAS) • ✓N.•16 -166 4/18/17 -) P O ENGINEERING, INC. 171 SMYRil,, VIE 21.E B MTAS M 92724 TEL: (760) 06-M FAX (M) 436 -0659 L BMPPROJECTSTATUS ' STANDARD FIELD OPERA TIONS PLANN/NGANDBU/LD/NG PARKSANDRECREAT/ON OL /VENHA /NMUN /C /PAL WA TER DISTRICT ENCINITAS FIRE DEPARTMENT 1 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECIED IN ACCORDANCE NTH SECTION 15041 OF THE OMWD STANDARD SPECIFCATIONS N PRIOR TO RE -IN OR CONNECTION TO EXISTING SYSTEM FACLIRES. BACTERIOLOGIC QUALITY 7EST RESULiS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 7 ������ T Y MAP 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST �(. !� t�� ay �� L - �C� -I I f�/ y N7S CONSIRUCRON VERIFICATION OF THE LOCH TON AND ELENA TON OF PIPES AND APPURTENANCES SCGN DA TIE SiGN DA TE SIGN DA TE SIGN I v DA It GN DA 7E CHANGE NO. DESCRIPTON APPROVED DATE BENCHMARK SCALE AS BUILT D r. DRAWN BY CHECKED BY. ENGINEERING D /V /S /ONAPPROVALS C /flOFENC /N /TAS - PUBLIC WORKS DEPARTMENT DRAW /NG NO. A0 t4S Ll'S CIL 3 -L2 -/ CITY OF ENCINITAS CONTROL POINT 1020. (ENC -20) .. PLANS PREPARED UNDER SUPERWS10N OF RECOMMENDED.- )QO APPRO D. GRADING PLAN FOR.- 511 DUSTYACRES DATUM.•NAW88 fLEVARON• 120.56' NIA vRNCENT L SAMPO VALE n DA7E : u /7 MASKER R EDWARD W DEANE I DEVOTORES /DENCE 13216 -0 / Vj °� �r R.C.E. NO.: 44173 APN.•265- 390.4(1 I 's VINCENT L SAMPO 28 •! 7 EWER ENGINEER ENGINEER OF WORK EXP. 6/30117 DATE DAZE SHEET 10F3 CONSTRUC77ON N07ES 1. EXISBNG TOPOGRAPHY AND BOUNDARY DATA SHOWN HEREON PROVIDED BY SAMPO ENGINEERING, INC. ON NOVEMBER 16, 2016. 4 41.21 x 2 A PRELIMINARY RILE REPORT PREPARED OLD REPUBLIC NARONAL BILE INSURANCE COMPANY DATED - - - - J12Y 29 2016 AS ORDER N0. 86058 -PD HAS BEEN REVJEWED FOR EXISBNG ONSI7E EASEMENTS, SAID 1 141.55 TB- EASEMENTS HAVE BEEN Pt0TIED HEREON. 1 141.10 FL 3. ALL ON -SITE STORM DRAIN DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL BE - - - - - - - - `- MAINTAINED BY THE PROPERTY OWNER 1 1 141.45 )F- 4. WALL LZEVA PONS SHOWN HEREON MAY VARY DURING CONSNUCBON DUE TO EXIS77NG GRADES AND SOIL 1 141.02 FL ENGINEER RECOMMEN0A77ONS SOIL ENGINEER SHALL DETERMINE FlNAL WALL FOOTNG DEPTHS 5. ROOF DOWNSPOUTS TO BE DISCHARGED INTO LANDSCAPING AREAS PRIOR TO DISCHARGE TO THE ! !. SABSFACRON OF THE CITY ENGINEER. WATER SHALL NOT BE ALLOWED TO POND ON STIE AND SHALL NOT r r DRAIN TOWARD BUILDING FOUNDA PONS. 6. ALL ENS77NG AND PROPOSED UBLITY LINES SERVING THE SUBuECT PROPERTY SHALL BE INSTALLED x x / 141,37 O a 7 CONTRACTOR TO LOCATE AND PROTECT IN -PLACE ALL EXISBNG WATER SERVICES AND WATER METERS ( 141.29 IB-,, 8. EXISTNG SUVE RY MONUMENTS SHALL BE PROTECTED IN- PLACE. F ANY MONUMENT IS DISTURBED OR 1 �� >f, DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD � OF SURVEY SHALL BE FLED WITH THE COUNTY PRIOR TO RELEASE OF SECURIBET 9. ALL STREET SIGNS, LIGIH7 LAMPS UTUTE.1 ETC. LOCATED WITHIN THE PUBLIC R16 HT OF-WAY SHALL I I { ENGINEER. I I t 141.06 !B 10. CONCRETE SIDEWALK AND PA 770S SHALL NOT BE LESS THAN 4' PCC OVER 2' CLEAN SAND 1 14066 R I REINFORCED WITH NO. 3 BARS 18' O.C. IN BOTH DIREC77ONS OVER RECOMPACTED NA71W SUBGRADE SOIL, © © 1 I UNLESS DETERMINED OTHERWISE BY SOIL ENGINEER. JOINTS AND REINFORCEMENT PER SOIL ENGINEER. I t (� 11. ALL IMPROVEMENIS BUILT IN THE PUBLIC RIGHT OF WAY NOT TO SAN DIEGO REGIONAL STANDARDS ARE 1 14105 TB--\ I TO BE PRIVATELY MAINTAINED BY THE RESIDENT 1 14059 FZ RACnC EET 3 FOR TEMPORARY EROSION CONTROL MEASURES AND CONSTRUCTON BEST MANAGEMENT J J4088 15. ALL THE WORK PROPOSED ON THIS PLAN IS ENTRELY WITHIN THE APPLICANT'S PROPERTY OR WITHIN I � j i i SIR THE EASEMENT THAT APPLICANT HAS RIGHTS ON IF ANY DISTURBANCE TO ADJACENT PROPERRES NOT SHOWN ON THESE PLANS IS ANBCIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETON i 14 ° PIA. ARE OF THE CITY FIELD INSPECTOR A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUIHORIM IN W 177NG AND a o { SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROECT UN77L THE REQUIRED PERMISSION IS OBTAINED. 16. ALL U77LI77ES SHOWN HEREON ARE APPROXTMAIF CONTRACTOR TO VERIFY LOCATON PRIOR TO v I f 1 CONSTRUCBON- I 1 1 1 1 1 Imo`-" I I i f PAT 21 AX OR CO TER IS KE f W TRAIL SIMILAR �I L>A� � 7R pC TO THE CITY ENGINEER. �DJ OND DEEP ROOTED, DENSE, DROUGHT 18' X 18' BROOKS A C ( 1 13 ..0 TOLERANT PLAN77NG SUITABLE OVERFLOW CATCH BASN FOR WELL DRAINED SOIL /Eey 1 ?d7 3T L1gY 1 �P� ADJ GND 130.0 v12&7 W 140.67 TB ! { t DETENPON AREA SHALL BE 4021 tZ LEVEL AND DEPRESSED A / ;�ri ., 8° MlN MINIMUM OF LO' FROM THE ✓ t /tr , t 14046 j ENGINEERED SOIL SURROUNDING 12w i MIN PCC HEADWALL PER �.1 //. tic / %' CRUSHED ROCK SDRSD C -9 TIDE A '�Fi:.. �vr11Sq � l E 1 '810- RETENRON ENGINEERED SOIL LAYER SHALL BE MINIMUM 18' DEEPSANDY LOAM SOIL MIX WITH NO MORE 8 !t l THAN 5% CLAY CON7ENT THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH t AND 20 -30% 70P501L. THE EFFECBVE AREA OF THE BASIN SHALL BE LEVEL. 0 15011. E 1 B10 -INFIL TRA TION BASIN DETAIL FOR IMP •00' - 24' MIN - eurunac /Tvn 1 NTS A DLOK rMENT XCEEDS 5% 1?OS 1 7-1511 NIGH -%OLL 5' PRIVAIF SEWER EASEMENT PER PARCEL MAP 16589 SLC'I - - - - T- �� --------------- it it I 130° DIA E,19SIkVG 1 ; I 1 {w 1 I 1 of b:1293 i i IIX ;f.t3i.v6 s I J I T I k- °30.53 ! I ' X I I ! j1j TRAIN 4 i l I jCDNt 73175 f , I I 1 S i 9G PA PH DIPT x 1 LEGEND SYMBOL - 40.00 TO R/W PROPERTY BOUNDARY PROPERTY LINE/RIGHT OF WAY 72.42 TS 12617 - - - - I { 125.19 R- SET BACK LINE 0" (iLA� TREE X } S EXISBNG CONTOUR 2 IB4LAR0� 3GP cS i EXISBNG ELEVA77ON X 82.43, (8243) { NEW CONTOUR 83 R F ka; NEW ELEVA17ON 83.30 S 1 I i DAYLIGHT LINE 11 { I DRAINAGE SWALE DIREC77ON OF FLOW CONCRETE PAVEMENT CONCRETE MASONRY RETAINING WALL x I 810-INRL IRA 77ON BASIN _PERMCIPIC PII.TOC I aFP I of Q' �t KEY NOTES.• DEMOL199PROTECT IN -PLACE Q 1. DEMOLISH CONCRETE FLUSH CURB { 1 2 PR07ECT EXISBNG GRASS 3. PROTECT EXISBNG GRAVEL DRIVEWAY IN -PLACE 1 ! 4. PROTECT EXISBNG STABLE IN -PLACE �f 12 93 7B ,26.23 12596 5. DEMOLISH CONCRETE t 1 / 6. PROTECT STAIRS IN -PLACE 7. PRO 7ECT FLAGSTONE IN -PLACE 8. PROIECT FENCE IN -PLACE I' 9. PROTECT CONCRETE RUSH CURB IN - PLACE i ; : 1 10. DEMOLISH CATCH BASIN /AREA DRAIN. DEMOUSH OR ABANDON { � x ! ! x1(03 I 920 ty x €31.1 fi I I KEY57 tI 1 .34 A i 4' DIA AREA DRAW { I I DCPA =hfi 0 ( I 9 1f GRAVEZ B � T 1 ?x12 li j it- 2 I 1 , ! ! 1 ! x1 T �' T ! I ! ! { 1216A NEE' 1 1 1 1/ STORMDRAIN PIPE IN- PLACE, PER SOIL ENGINEER RECOMMENDA77ON �J (x 11. PR07ECT TREE IN -PLACE I { 12. DEMOLISH FENCE s j 11 13. PRO 7ECT GATE IN -PLACE 14. PROTECT KEYSTONE WALL IN -PLACE t / 15 PR07FCT EXISBNG CURB INLET IN -PLACE 24 "iJA IRELt 16. EXISPNO WATER SERVICE PROTECT IN -PLACE l J7. DEMOLISH DG PATH x AP PHi {{ l 18. PROTECT EXISBNG DG PA 7H 1 I 8OR ! 1 { 19. DEMOLISH EXISBNG FENCE 20. PROTECT EA7577NG SEWER MANHOLE IN- PLACE. ADAIST RIM TO II 1 i 0--4 FINAL GRADE DRtaoti3N ckn# %41%ilAttu D m". -rve S' s4k DRAIN ! i X ( NEW IMPROVEMENTS ❑ ot�cTtN =*I* 40he YW40 ( I �1tAdK wF-6 1t1.LGTiq 1 NEW RESIDENCE PER ARCHITECTS PLAN mo f ; 2 CONCRE7F MASONRY RETAINING WALL PER SDRSD C -6 WITH iI I m O OPEN ROW HEAD JOINTS M BASE WALL PER SDRSO C -8 Q 3. CONCRETE WALK PER CONSTRUCBON NOTE 10 { i I � 4. AIRIUM AREA PER ARCHITECT PLAN i it ; X + S nCnury nlr onto ,ml V,mV ^rnn OT/Llr' nV loll nrin . II 'reTe11R'/40S99T1 CT#464 j40;OS�fERL�E '.r717y { t : » On PCO11/CTCD $ e ,'2538 W 6. 3" DEEP 3/4' GRAVEL DRIVEWAY OVER 959 COMPACTED 89 I 125.1/7 r I I ! 12566 I SUBBASE U.N.O. BY SOIL ENGINEER % r 7• 6' WIDE PCC FLUSH CURB 1 I x 'r ` 8, NEW WOOD FENCE (s t 40.00 MiNd DUtY u[i AG Pa�ewun J ` \ ` 10. DG TRAIL REHABILITARON AND HEADER REPLACEMENT AS !!'till, i 125 2J r Q NECESSARY REFER TO CONSIRUCBUN N07F 17 ! f Q STORM WATER QUALITYO L 160 SF DE7LN77ON BASIN PER DETAIL "A' SIZED FOR 4% OF ! ( \ NEW AND REPLACED IMPERVIOUS SURFACE AREA 2 NOT USED 2 04 r f 3- 24" WIDE DRAINAGE' SWALE PER DETAIL B' ! 12436 FC r 4. 6' PVC (SDR -35 MIN) STORM DRAIN 01% SLOPE MIN. _ � I A9 E f _ 5. 12'X12' PRIVATE CATCH BASIN BY NOS OR APPROVED EQUAL `1 'w` S,RATE V 6. 3' WIDE BY 5' LONG RIP -RAP ENERGY DISSJPATOR N0.2 { Q BACKING 1.1' THICK OVER 1' DG FILTER BLANKET 4 I`„ 5 i 11 �� �� �� �� �� �� �� �� �� d 13933. h- -" Oft o.,nrr � - i 1 1 ��` _.. - . - / - �G/ Iv- p. � t tit - G 1 x1J7.I ° S r/ i v F N 7. 18' X 18° PCC BROOKS OVERFLOW CATCH BASIN OR COVC o 140.29 TB- f ® APPROVED EQUAL I PKASTER " 1 , c 13383 FL I�' i. > - 5 t ,r u NOTES A { y£ ,{ 12..3: t L PLACE 3 ANCHORS PER SQUARE YARD OF MAIERIAL FZ'000101r %1 ( �( ! �r� 731.93 �` ? 124.33 FL 8. 60 PCC CUTOFF WALL 2. FOR GRASS OR TURF ORBOA INSTALL LANDLOK lRM 450 TURF REINFORIEMENF MAT. 98- - 139 92 I A� ;x134 6 � �V 6 ° � �-- � /� u t� I � CONTRACTOR TO VERIFY i r = \s / 6 4 EXISBNG PIPE INVERT 9. 4' OA PERFORATED Pli (5DR -35 MIN) SUBDRAIN PIPE ®1% 9 $ l j 3 \ ELEVATON 1 SLOPE MIN a GATE K EN£R P D 1 g g1 ; ! 10. 8° PVC (SDR 35 MIN) STORM DRAIN 0 J% SLOPE MIN VEGETA TED DRAINAGE SWALE 8 h ii. COVNECOV TO DRAINAGE SRUC7URE PER SDRSD D-61 NACK r D 4 x134.4 3 133.17 r = ��ffrr L VOID RILER - 1/8' d �R - �= x � FENCE x x - `- IE ?? S -- - x e x FE C£ - I A UDLI DES a TO 3 8' N0. 8 l - -� + - - - - - - - - - 1 1. 4' SEWER LATERAL PER SORSD SS -01 CONNECBON TO MAIN / ( ) 7 f T ^ N73'72'121V 171.32 1 ( CONTRACTOR TO IERIfY CONNECTION lE PRIOR TO CONS7RUC)TON AGOREGA7E IN PODS fi X16' PCC fZUSH CURB I 13963 18 `H/ / 9 t j 24 JZ4 RE£ j I I s r 1iOP , OR DEEPENED G -1 CURB 13918 rls� I I x' I I BEDDING COURSE - 2' ! 7� / f r 1 `^ _ i ' t 2 i1GN i 2. BLENCH RESURFAGNG PER CITY OF ENCNITAS STANDARD DETAIL _ APPROVED PERVIOUS - ✓ ! 3(J°DlA TREE / ✓ 11485 l'1 12558 f25.41 7H/CK OF118' TO 318" (N0. 8) t t ' 2 BOLARDS Wj CON £ PrIJG g l f t f 3 j 11 s r 11" DA NEE / HrG v SERA J. 4' DIA SEWER aDNOUT PER SORSD SC -01 PA S W MIN. 3 8 00 / � ! t � � / �` � 3� DIA �EE � � ! " ' AGGREGATE / / T •: e' -'. ' - \ \ \ ( - / \ / / v{ /t I ? F� i 11 4 PROTECT WATER METER IN -PLACE c 1 J THE PED / CONC AMI �` 3 % / /11D- OUTLET i ` I ! I ' V I `{ R c j t t 5. INSTALL I' WATER SERVICE PER SDRSD OS-01 -, CfOKER COURSE - 4' f BOX PADI t 1 SIGN l 1J t Sn' 2 I / E I % 1 i r` ,r f t 6. PRIVATE 4 DIA PVC SEWER LATERAL 0 2% SLOPE MIN ERIC( OF3 8" TO 1 2' : • . • t d f'/ = A r FMt ' I 7. PROTECT EXISBNG FIRE HYDRANT IN -PLACE / / ( 38.0 IB 137.91 EP Ak 13004 fP t N0. 57 CRUSHED ROCK 4 f 13393 EP 1318 EP 2 �1t6 `p J AC PVhHT ! ( ) r BEGIN B£ t 131.19 'E y MIN. 6' THICK ABBREVlADONS OF 3 4° 6" :.:.� SMH / _ y . APPROXIMAI 'uCArMON 1 rt.811 �- / . l / t j + AC ASPHALT CONCRETE PED PEDESTAL r CRUSHED l�klK ; '. / L Sg-: -t- S- g - -.._ ...-Ss - _ f N -S� -5 - -� -5� -5- -5- ? �- -5 -S- 1 P,1M x3938 F 8 PVC ffER MAIN / _ T T * I I (..: CL CENTER LINE PP POWER POLE L A - f- 131.69- (' r f ! l ! t ° a a CO CLfANOUT PVMT PAVEMENT j ... WHGPER I /ND D r a tl >.� CONC !,ROSS R i sai sueGRADE �/� \\ \ \\ \ \�\ \ \\ �\ \ \\ \ \ \\ \ \ , R /VE &T STREETJ c a. CONC CONCRETE RYSB REAR YARD SETBACK 13.14 FL Q t �` rU TER �//�/� // X a t d a DIA DIAMETER R W RIGHT OF WAY / / // / GG C RA GUTT,< a f r x i (: i f ` / Y o - i IF RNISH£D FLOOR SDMH STORM DRAIN MANHOLE �� x CONC "rma* GUFl(R ° t a 124.5 ri FH RRE HYDRANT SSYSB STREET SIDE YARD SETBACK 1 .., 1 \ _ \ PERMEABLE PAVE ETAIL WI TH CONCR EDGES \ \ , \ t 1 I 12414 R { FL ROW LINE srse SIDE YARD SETBACK C o l \ . �` \ \ ' tow i i (; I IS RN /SHED SURFACE III TOP OF BERM L NIS _ SETBACK W;M WA Mf R � � � °' cr '�. �. `�.. � � �. h i f � h FYSB fROVT YARD lF NOTES. \ \ \ \ ' Q Of ESSI -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF RNES (SAND, SILT, ETC. 137.8, EP. F•>4.10 ED : 13023 EP \ \ 1 1 �O !� 1: 12452 Nj L S -TIE PAVERS SHALL NOT BE SEALED ONCE THE MID RLLER HAS BEEN ADDED - - - - - - - - - - - - - � -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT O NEXT COURSE \ \ - -�- =' _ A \ lEt£ \SIOF I o YZ„ JN.• 16 -166 4/18/17 -NO IMPERVOUS LINER OR RLTER FABRIC lS TO BE USED 10 5 0 10 20 ; �f ` ,ED, SH(N i No. 44173 m - SPECAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SULIDRAIN MAY BE RfQI/IRID {' Ct1 J� - PP 124.45 TG ( 06 -30 -17 AMP O ^,j ! -,u ts'f3.•3 F1 - J1 Q. E N GINEERI NG, INC. SCALE: 1" = 10' JYAArH !` ^LET 4 /yT CIV\L � s SDM, } IN S4WNYRK SWE 214 EAYYM CA 9124 FOF CAI\F� R1/A' x453 L. - r_ m.: (M) 4d6-W FAX (70) M -" CHANGE NO. DESCRIPAON APPROVED DAZE BENCHMARK SCALE ASBUXT DESIGN AD DRAWN BY CHEGIKEDBr AO ENGINEERING DIVIS /ONAPPROVALS C/ flOFENC IMAS- PUBLIC WORKS DEPARTMENT DRAW/NGNO. VLS AS- GUILTS C L 3 -22'/ CITY OR ENCINIMS CONTROL POINT 1020. (RNC -20) n PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: RO APP 0 D: 511 DUSTYACRES A{' 3 /�lI g MASH l ER EDWARD W. DEANE l `P� DEVOTORESIDENCE 13216-0 DA7UM.•NAW88 ELEVAPON.• 120.56' 1» -10' VINCENT L. SAMPO AIE /� DAB APN.265 -3 ,40 l� Z 'p" R.CE. N0.: 44173 4 / 27/17 * 'Zd / % VINCENT L SAMPO I DALE DALE EWER rJt ENGINEER ENGINEER OF WORK EXP. 6 30/17 SHEET20F3 CONSTRUCBON- I 1 1 1 1 1 Imo`-" I I i f PAT 21 AX OR CO TER IS KE f W TRAIL SIMILAR �I L>A� � 7R pC TO THE CITY ENGINEER. �DJ OND DEEP ROOTED, DENSE, DROUGHT 18' X 18' BROOKS A C ( 1 13 ..0 TOLERANT PLAN77NG SUITABLE OVERFLOW CATCH BASN FOR WELL DRAINED SOIL /Eey 1 ?d7 3T L1gY 1 �P� ADJ GND 130.0 v12&7 W 140.67 TB ! { t DETENPON AREA SHALL BE 4021 tZ LEVEL AND DEPRESSED A / ;�ri ., 8° MlN MINIMUM OF LO' FROM THE ✓ t /tr , t 14046 j ENGINEERED SOIL SURROUNDING 12w i MIN PCC HEADWALL PER �.1 //. tic / %' CRUSHED ROCK SDRSD C -9 TIDE A '�Fi:.. �vr11Sq � l E 1 '810- RETENRON ENGINEERED SOIL LAYER SHALL BE MINIMUM 18' DEEPSANDY LOAM SOIL MIX WITH NO MORE 8 !t l THAN 5% CLAY CON7ENT THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH t AND 20 -30% 70P501L. THE EFFECBVE AREA OF THE BASIN SHALL BE LEVEL. 0 15011. E 1 B10 -INFIL TRA TION BASIN DETAIL FOR IMP •00' - 24' MIN - eurunac /Tvn 1 NTS A DLOK rMENT XCEEDS 5% 1?OS 1 7-1511 NIGH -%OLL 5' PRIVAIF SEWER EASEMENT PER PARCEL MAP 16589 SLC'I - - - - T- �� --------------- it it I 130° DIA E,19SIkVG 1 ; I 1 {w 1 I 1 of b:1293 i i IIX ;f.t3i.v6 s I J I T I k- °30.53 ! I ' X I I ! j1j TRAIN 4 i l I jCDNt 73175 f , I I 1 S i 9G PA PH DIPT x 1 LEGEND SYMBOL - 40.00 TO R/W PROPERTY BOUNDARY PROPERTY LINE/RIGHT OF WAY 72.42 TS 12617 - - - - I { 125.19 R- SET BACK LINE 0" (iLA� TREE X } S EXISBNG CONTOUR 2 IB4LAR0� 3GP cS i EXISBNG ELEVA77ON X 82.43, (8243) { NEW CONTOUR 83 R F ka; NEW ELEVA17ON 83.30 S 1 I i DAYLIGHT LINE 11 { I DRAINAGE SWALE DIREC77ON OF FLOW CONCRETE PAVEMENT CONCRETE MASONRY RETAINING WALL x I 810-INRL IRA 77ON BASIN _PERMCIPIC PII.TOC I aFP I of Q' �t KEY NOTES.• DEMOL199PROTECT IN -PLACE Q 1. DEMOLISH CONCRETE FLUSH CURB { 1 2 PR07ECT EXISBNG GRASS 3. PROTECT EXISBNG GRAVEL DRIVEWAY IN -PLACE 1 ! 4. PROTECT EXISBNG STABLE IN -PLACE �f 12 93 7B ,26.23 12596 5. DEMOLISH CONCRETE t 1 / 6. PROTECT STAIRS IN -PLACE 7. PRO 7ECT FLAGSTONE IN -PLACE 8. PROIECT FENCE IN -PLACE I' 9. PROTECT CONCRETE RUSH CURB IN - PLACE i ; : 1 10. DEMOLISH CATCH BASIN /AREA DRAIN. DEMOUSH OR ABANDON { � x ! ! x1(03 I 920 ty x €31.1 fi I I KEY57 tI 1 .34 A i 4' DIA AREA DRAW { I I DCPA =hfi 0 ( I 9 1f GRAVEZ B � T 1 ?x12 li j it- 2 I 1 , ! ! 1 ! x1 T �' T ! I ! ! { 1216A NEE' 1 1 1 1/ STORMDRAIN PIPE IN- PLACE, PER SOIL ENGINEER RECOMMENDA77ON �J (x 11. PR07ECT TREE IN -PLACE I { 12. DEMOLISH FENCE s j 11 13. PRO 7ECT GATE IN -PLACE 14. PROTECT KEYSTONE WALL IN -PLACE t / 15 PR07FCT EXISBNG CURB INLET IN -PLACE 24 "iJA IRELt 16. EXISPNO WATER SERVICE PROTECT IN -PLACE l J7. DEMOLISH DG PATH x AP PHi {{ l 18. PROTECT EXISBNG DG PA 7H 1 I 8OR ! 1 { 19. DEMOLISH EXISBNG FENCE 20. PROTECT EA7577NG SEWER MANHOLE IN- PLACE. ADAIST RIM TO II 1 i 0--4 FINAL GRADE DRtaoti3N ckn# %41%ilAttu D m". -rve S' s4k DRAIN ! i X ( NEW IMPROVEMENTS ❑ ot�cTtN =*I* 40he YW40 ( I �1tAdK wF-6 1t1.LGTiq 1 NEW RESIDENCE PER ARCHITECTS PLAN mo f ; 2 CONCRE7F MASONRY RETAINING WALL PER SDRSD C -6 WITH iI I m O OPEN ROW HEAD JOINTS M BASE WALL PER SDRSO C -8 Q 3. CONCRETE WALK PER CONSTRUCBON NOTE 10 { i I � 4. AIRIUM AREA PER ARCHITECT PLAN i it ; X + S nCnury nlr onto ,ml V,mV ^rnn OT/Llr' nV loll nrin . II 'reTe11R'/40S99T1 CT#464 j40;OS�fERL�E '.r717y { t : » On PCO11/CTCD $ e ,'2538 W 6. 3" DEEP 3/4' GRAVEL DRIVEWAY OVER 959 COMPACTED 89 I 125.1/7 r I I ! 12566 I SUBBASE U.N.O. BY SOIL ENGINEER % r 7• 6' WIDE PCC FLUSH CURB 1 I x 'r ` 8, NEW WOOD FENCE (s t 40.00 MiNd DUtY u[i AG Pa�ewun J ` \ ` 10. DG TRAIL REHABILITARON AND HEADER REPLACEMENT AS !!'till, i 125 2J r Q NECESSARY REFER TO CONSIRUCBUN N07F 17 ! f Q STORM WATER QUALITYO L 160 SF DE7LN77ON BASIN PER DETAIL "A' SIZED FOR 4% OF ! ( \ NEW AND REPLACED IMPERVIOUS SURFACE AREA 2 NOT USED 2 04 r f 3- 24" WIDE DRAINAGE' SWALE PER DETAIL B' ! 12436 FC r 4. 6' PVC (SDR -35 MIN) STORM DRAIN 01% SLOPE MIN. _ � I A9 E f _ 5. 12'X12' PRIVATE CATCH BASIN BY NOS OR APPROVED EQUAL `1 'w` S,RATE V 6. 3' WIDE BY 5' LONG RIP -RAP ENERGY DISSJPATOR N0.2 { Q BACKING 1.1' THICK OVER 1' DG FILTER BLANKET 4 I`„ 5 i 11 �� �� �� �� �� �� �� �� �� d 13933. h- -" Oft o.,nrr � - i 1 1 ��` _.. - . - / - �G/ Iv- p. � t tit - G 1 x1J7.I ° S r/ i v F N 7. 18' X 18° PCC BROOKS OVERFLOW CATCH BASIN OR COVC o 140.29 TB- f ® APPROVED EQUAL I PKASTER " 1 , c 13383 FL I�' i. > - 5 t ,r u NOTES A { y£ ,{ 12..3: t L PLACE 3 ANCHORS PER SQUARE YARD OF MAIERIAL FZ'000101r %1 ( �( ! �r� 731.93 �` ? 124.33 FL 8. 60 PCC CUTOFF WALL 2. FOR GRASS OR TURF ORBOA INSTALL LANDLOK lRM 450 TURF REINFORIEMENF MAT. 98- - 139 92 I A� ;x134 6 � �V 6 ° � �-- � /� u t� I � CONTRACTOR TO VERIFY i r = \s / 6 4 EXISBNG PIPE INVERT 9. 4' OA PERFORATED Pli (5DR -35 MIN) SUBDRAIN PIPE ®1% 9 $ l j 3 \ ELEVATON 1 SLOPE MIN a GATE K EN£R P D 1 g g1 ; ! 10. 8° PVC (SDR 35 MIN) STORM DRAIN 0 J% SLOPE MIN VEGETA TED DRAINAGE SWALE 8 h ii. COVNECOV TO DRAINAGE SRUC7URE PER SDRSD D-61 NACK r D 4 x134.4 3 133.17 r = ��ffrr L VOID RILER - 1/8' d �R - �= x � FENCE x x - `- IE ?? S -- - x e x FE C£ - I A UDLI DES a TO 3 8' N0. 8 l - -� + - - - - - - - - - 1 1. 4' SEWER LATERAL PER SORSD SS -01 CONNECBON TO MAIN / ( ) 7 f T ^ N73'72'121V 171.32 1 ( CONTRACTOR TO IERIfY CONNECTION lE PRIOR TO CONS7RUC)TON AGOREGA7E IN PODS fi X16' PCC fZUSH CURB I 13963 18 `H/ / 9 t j 24 JZ4 RE£ j I I s r 1iOP , OR DEEPENED G -1 CURB 13918 rls� I I x' I I BEDDING COURSE - 2' ! 7� / f r 1 `^ _ i ' t 2 i1GN i 2. BLENCH RESURFAGNG PER CITY OF ENCNITAS STANDARD DETAIL _ APPROVED PERVIOUS - ✓ ! 3(J°DlA TREE / ✓ 11485 l'1 12558 f25.41 7H/CK OF118' TO 318" (N0. 8) t t ' 2 BOLARDS Wj CON £ PrIJG g l f t f 3 j 11 s r 11" DA NEE / HrG v SERA J. 4' DIA SEWER aDNOUT PER SORSD SC -01 PA S W MIN. 3 8 00 / � ! t � � / �` � 3� DIA �EE � � ! " ' AGGREGATE / / T •: e' -'. ' - \ \ \ ( - / \ / / v{ /t I ? F� i 11 4 PROTECT WATER METER IN -PLACE c 1 J THE PED / CONC AMI �` 3 % / /11D- OUTLET i ` I ! I ' V I `{ R c j t t 5. INSTALL I' WATER SERVICE PER SDRSD OS-01 -, CfOKER COURSE - 4' f BOX PADI t 1 SIGN l 1J t Sn' 2 I / E I % 1 i r` ,r f t 6. PRIVATE 4 DIA PVC SEWER LATERAL 0 2% SLOPE MIN ERIC( OF3 8" TO 1 2' : • . • t d f'/ = A r FMt ' I 7. PROTECT EXISBNG FIRE HYDRANT IN -PLACE / / ( 38.0 IB 137.91 EP Ak 13004 fP t N0. 57 CRUSHED ROCK 4 f 13393 EP 1318 EP 2 �1t6 `p J AC PVhHT ! ( ) r BEGIN B£ t 131.19 'E y MIN. 6' THICK ABBREVlADONS OF 3 4° 6" :.:.� SMH / _ y . APPROXIMAI 'uCArMON 1 rt.811 �- / . l / t j + AC ASPHALT CONCRETE PED PEDESTAL r CRUSHED l�klK ; '. / L Sg-: -t- S- g - -.._ ...-Ss - _ f N -S� -5 - -� -5� -5- -5- ? �- -5 -S- 1 P,1M x3938 F 8 PVC ffER MAIN / _ T T * I I (..: CL CENTER LINE PP POWER POLE L A - f- 131.69- (' r f ! l ! t ° a a CO CLfANOUT PVMT PAVEMENT j ... WHGPER I /ND D r a tl >.� CONC !,ROSS R i sai sueGRADE �/� \\ \ \\ \ \�\ \ \\ �\ \ \\ \ \ \\ \ \ , R /VE &T STREETJ c a. CONC CONCRETE RYSB REAR YARD SETBACK 13.14 FL Q t �` rU TER �//�/� // X a t d a DIA DIAMETER R W RIGHT OF WAY / / // / GG C RA GUTT,< a f r x i (: i f ` / Y o - i IF RNISH£D FLOOR SDMH STORM DRAIN MANHOLE �� x CONC "rma* GUFl(R ° t a 124.5 ri FH RRE HYDRANT SSYSB STREET SIDE YARD SETBACK 1 .., 1 \ _ \ PERMEABLE PAVE ETAIL WI TH CONCR EDGES \ \ , \ t 1 I 12414 R { FL ROW LINE srse SIDE YARD SETBACK C o l \ . �` \ \ ' tow i i (; I IS RN /SHED SURFACE III TOP OF BERM L NIS _ SETBACK W;M WA Mf R � � � °' cr '�. �. `�.. � � �. h i f � h FYSB fROVT YARD lF NOTES. \ \ \ \ ' Q Of ESSI -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF RNES (SAND, SILT, ETC. 137.8, EP. F•>4.10 ED : 13023 EP \ \ 1 1 �O !� 1: 12452 Nj L S -TIE PAVERS SHALL NOT BE SEALED ONCE THE MID RLLER HAS BEEN ADDED - - - - - - - - - - - - - � -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT O NEXT COURSE \ \ - -�- =' _ A \ lEt£ \SIOF I o YZ„ JN.• 16 -166 4/18/17 -NO IMPERVOUS LINER OR RLTER FABRIC lS TO BE USED 10 5 0 10 20 ; �f ` ,ED, SH(N i No. 44173 m - SPECAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SULIDRAIN MAY BE RfQI/IRID {' Ct1 J� - PP 124.45 TG ( 06 -30 -17 AMP O ^,j ! -,u ts'f3.•3 F1 - J1 Q. E N GINEERI NG, INC. SCALE: 1" = 10' JYAArH !` ^LET 4 /yT CIV\L � s SDM, } IN S4WNYRK SWE 214 EAYYM CA 9124 FOF CAI\F� R1/A' x453 L. - r_ m.: (M) 4d6-W FAX (70) M -" CHANGE NO. DESCRIPAON APPROVED DAZE BENCHMARK SCALE ASBUXT DESIGN AD DRAWN BY CHEGIKEDBr AO ENGINEERING DIVIS /ONAPPROVALS C/ flOFENC IMAS- PUBLIC WORKS DEPARTMENT DRAW/NGNO. VLS AS- GUILTS C L 3 -22'/ CITY OR ENCINIMS CONTROL POINT 1020. (RNC -20) n PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: RO APP 0 D: 511 DUSTYACRES A{' 3 /�lI g MASH l ER EDWARD W. DEANE l `P� DEVOTORESIDENCE 13216-0 DA7UM.•NAW88 ELEVAPON.• 120.56' 1» -10' VINCENT L. SAMPO AIE /� DAB APN.265 -3 ,40 l� Z 'p" R.CE. N0.: 44173 4 / 27/17 * 'Zd / % VINCENT L SAMPO I DALE DALE EWER rJt ENGINEER ENGINEER OF WORK EXP. 6 30/17 SHEET20F3 DETENPON AREA SHALL BE 4021 tZ LEVEL AND DEPRESSED A / ;�ri ., 8° MlN MINIMUM OF LO' FROM THE ✓ t /tr , t 14046 j ENGINEERED SOIL SURROUNDING 12w i MIN PCC HEADWALL PER �.1 //. tic / %' CRUSHED ROCK SDRSD C -9 TIDE A '�Fi:.. �vr11Sq � l E 1 '810- RETENRON ENGINEERED SOIL LAYER SHALL BE MINIMUM 18' DEEPSANDY LOAM SOIL MIX WITH NO MORE 8 !t l THAN 5% CLAY CON7ENT THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH t AND 20 -30% 70P501L. THE EFFECBVE AREA OF THE BASIN SHALL BE LEVEL. 0 15011. E 1 B10 -INFIL TRA TION BASIN DETAIL FOR IMP •00' - 24' MIN - eurunac /Tvn 1 NTS A DLOK rMENT XCEEDS 5% 1?OS 1 7-1511 NIGH -%OLL 5' PRIVAIF SEWER EASEMENT PER PARCEL MAP 16589 SLC'I - - - - T- �� --------------- it it I 130° DIA E,19SIkVG 1 ; I 1 {w 1 I 1 of b:1293 i i IIX ;f.t3i.v6 s I J I T I k- °30.53 ! I ' X I I ! j1j TRAIN 4 i l I jCDNt 73175 f , I I 1 S i 9G PA PH DIPT x 1 LEGEND SYMBOL - 40.00 TO R/W PROPERTY BOUNDARY PROPERTY LINE/RIGHT OF WAY 72.42 TS 12617 - - - - I { 125.19 R- SET BACK LINE 0" (iLA� TREE X } S EXISBNG CONTOUR 2 IB4LAR0� 3GP cS i EXISBNG ELEVA77ON X 82.43, (8243) { NEW CONTOUR 83 R F ka; NEW ELEVA17ON 83.30 S 1 I i DAYLIGHT LINE 11 { I DRAINAGE SWALE DIREC77ON OF FLOW CONCRETE PAVEMENT CONCRETE MASONRY RETAINING WALL x I 810-INRL IRA 77ON BASIN _PERMCIPIC PII.TOC I aFP I of Q' �t KEY NOTES.• DEMOL199PROTECT IN -PLACE Q 1. DEMOLISH CONCRETE FLUSH CURB { 1 2 PR07ECT EXISBNG GRASS 3. PROTECT EXISBNG GRAVEL DRIVEWAY IN -PLACE 1 ! 4. PROTECT EXISBNG STABLE IN -PLACE �f 12 93 7B ,26.23 12596 5. DEMOLISH CONCRETE t 1 / 6. PROTECT STAIRS IN -PLACE 7. PRO 7ECT FLAGSTONE IN -PLACE 8. PROIECT FENCE IN -PLACE I' 9. PROTECT CONCRETE RUSH CURB IN - PLACE i ; : 1 10. DEMOLISH CATCH BASIN /AREA DRAIN. DEMOUSH OR ABANDON { � x ! ! x1(03 I 920 ty x €31.1 fi I I KEY57 tI 1 .34 A i 4' DIA AREA DRAW { I I DCPA =hfi 0 ( I 9 1f GRAVEZ B � T 1 ?x12 li j it- 2 I 1 , ! ! 1 ! x1 T �' T ! I ! ! { 1216A NEE' 1 1 1 1/ STORMDRAIN PIPE IN- PLACE, PER SOIL ENGINEER RECOMMENDA77ON �J (x 11. PR07ECT TREE IN -PLACE I { 12. DEMOLISH FENCE s j 11 13. PRO 7ECT GATE IN -PLACE 14. PROTECT KEYSTONE WALL IN -PLACE t / 15 PR07FCT EXISBNG CURB INLET IN -PLACE 24 "iJA IRELt 16. EXISPNO WATER SERVICE PROTECT IN -PLACE l J7. DEMOLISH DG PATH x AP PHi {{ l 18. PROTECT EXISBNG DG PA 7H 1 I 8OR ! 1 { 19. DEMOLISH EXISBNG FENCE 20. PROTECT EA7577NG SEWER MANHOLE IN- PLACE. ADAIST RIM TO II 1 i 0--4 FINAL GRADE DRtaoti3N ckn# %41%ilAttu D m". -rve S' s4k DRAIN ! i X ( NEW IMPROVEMENTS ❑ ot�cTtN =*I* 40he YW40 ( I �1tAdK wF-6 1t1.LGTiq 1 NEW RESIDENCE PER ARCHITECTS PLAN mo f ; 2 CONCRE7F MASONRY RETAINING WALL PER SDRSD C -6 WITH iI I m O OPEN ROW HEAD JOINTS M BASE WALL PER SDRSO C -8 Q 3. CONCRETE WALK PER CONSTRUCBON NOTE 10 { i I � 4. AIRIUM AREA PER ARCHITECT PLAN i it ; X + S nCnury nlr onto ,ml V,mV ^rnn OT/Llr' nV loll nrin . II 'reTe11R'/40S99T1 CT#464 j40;OS�fERL�E '.r717y { t : » On PCO11/CTCD $ e ,'2538 W 6. 3" DEEP 3/4' GRAVEL DRIVEWAY OVER 959 COMPACTED 89 I 125.1/7 r I I ! 12566 I SUBBASE U.N.O. BY SOIL ENGINEER % r 7• 6' WIDE PCC FLUSH CURB 1 I x 'r ` 8, NEW WOOD FENCE (s t 40.00 MiNd DUtY u[i AG Pa�ewun J ` \ ` 10. DG TRAIL REHABILITARON AND HEADER REPLACEMENT AS !!'till, i 125 2J r Q NECESSARY REFER TO CONSIRUCBUN N07F 17 ! f Q STORM WATER QUALITYO L 160 SF DE7LN77ON BASIN PER DETAIL "A' SIZED FOR 4% OF ! ( \ NEW AND REPLACED IMPERVIOUS SURFACE AREA 2 NOT USED 2 04 r f 3- 24" WIDE DRAINAGE' SWALE PER DETAIL B' ! 12436 FC r 4. 6' PVC (SDR -35 MIN) STORM DRAIN 01% SLOPE MIN. _ � I A9 E f _ 5. 12'X12' PRIVATE CATCH BASIN BY NOS OR APPROVED EQUAL `1 'w` S,RATE V 6. 3' WIDE BY 5' LONG RIP -RAP ENERGY DISSJPATOR N0.2 { Q BACKING 1.1' THICK OVER 1' DG FILTER BLANKET 4 I`„ 5 i 11 �� �� �� �� �� �� �� �� �� d 13933. h- -" Oft o.,nrr � - i 1 1 ��` _.. - . - / - �G/ Iv- p. � t tit - G 1 x1J7.I ° S r/ i v F N 7. 18' X 18° PCC BROOKS OVERFLOW CATCH BASIN OR COVC o 140.29 TB- f ® APPROVED EQUAL I PKASTER " 1 , c 13383 FL I�' i. > - 5 t ,r u NOTES A { y£ ,{ 12..3: t L PLACE 3 ANCHORS PER SQUARE YARD OF MAIERIAL FZ'000101r %1 ( �( ! �r� 731.93 �` ? 124.33 FL 8. 60 PCC CUTOFF WALL 2. FOR GRASS OR TURF ORBOA INSTALL LANDLOK lRM 450 TURF REINFORIEMENF MAT. 98- - 139 92 I A� ;x134 6 � �V 6 ° � �-- � /� u t� I � CONTRACTOR TO VERIFY i r = \s / 6 4 EXISBNG PIPE INVERT 9. 4' OA PERFORATED Pli (5DR -35 MIN) SUBDRAIN PIPE ®1% 9 $ l j 3 \ ELEVATON 1 SLOPE MIN a GATE K EN£R P D 1 g g1 ; ! 10. 8° PVC (SDR 35 MIN) STORM DRAIN 0 J% SLOPE MIN VEGETA TED DRAINAGE SWALE 8 h ii. COVNECOV TO DRAINAGE SRUC7URE PER SDRSD D-61 NACK r D 4 x134.4 3 133.17 r = ��ffrr L VOID RILER - 1/8' d �R - �= x � FENCE x x - `- IE ?? S -- - x e x FE C£ - I A UDLI DES a TO 3 8' N0. 8 l - -� + - - - - - - - - - 1 1. 4' SEWER LATERAL PER SORSD SS -01 CONNECBON TO MAIN / ( ) 7 f T ^ N73'72'121V 171.32 1 ( CONTRACTOR TO IERIfY CONNECTION lE PRIOR TO CONS7RUC)TON AGOREGA7E IN PODS fi X16' PCC fZUSH CURB I 13963 18 `H/ / 9 t j 24 JZ4 RE£ j I I s r 1iOP , OR DEEPENED G -1 CURB 13918 rls� I I x' I I BEDDING COURSE - 2' ! 7� / f r 1 `^ _ i ' t 2 i1GN i 2. BLENCH RESURFAGNG PER CITY OF ENCNITAS STANDARD DETAIL _ APPROVED PERVIOUS - ✓ ! 3(J°DlA TREE / ✓ 11485 l'1 12558 f25.41 7H/CK OF118' TO 318" (N0. 8) t t ' 2 BOLARDS Wj CON £ PrIJG g l f t f 3 j 11 s r 11" DA NEE / HrG v SERA J. 4' DIA SEWER aDNOUT PER SORSD SC -01 PA S W MIN. 3 8 00 / � ! t � � / �` � 3� DIA �EE � � ! " ' AGGREGATE / / T •: e' -'. ' - \ \ \ ( - / \ / / v{ /t I ? F� i 11 4 PROTECT WATER METER IN -PLACE c 1 J THE PED / CONC AMI �` 3 % / /11D- OUTLET i ` I ! I ' V I `{ R c j t t 5. INSTALL I' WATER SERVICE PER SDRSD OS-01 -, CfOKER COURSE - 4' f BOX PADI t 1 SIGN l 1J t Sn' 2 I / E I % 1 i r` ,r f t 6. PRIVATE 4 DIA PVC SEWER LATERAL 0 2% SLOPE MIN ERIC( OF3 8" TO 1 2' : • . • t d f'/ = A r FMt ' I 7. PROTECT EXISBNG FIRE HYDRANT IN -PLACE / / ( 38.0 IB 137.91 EP Ak 13004 fP t N0. 57 CRUSHED ROCK 4 f 13393 EP 1318 EP 2 �1t6 `p J AC PVhHT ! ( ) r BEGIN B£ t 131.19 'E y MIN. 6' THICK ABBREVlADONS OF 3 4° 6" :.:.� SMH / _ y . APPROXIMAI 'uCArMON 1 rt.811 �- / . l / t j + AC ASPHALT CONCRETE PED PEDESTAL r CRUSHED l�klK ; '. / L Sg-: -t- S- g - -.._ ...-Ss - _ f N -S� -5 - -� -5� -5- -5- ? �- -5 -S- 1 P,1M x3938 F 8 PVC ffER MAIN / _ T T * I I (..: CL CENTER LINE PP POWER POLE L A - f- 131.69- (' r f ! l ! t ° a a CO CLfANOUT PVMT PAVEMENT j ... WHGPER I /ND D r a tl >.� CONC !,ROSS R i sai sueGRADE �/� \\ \ \\ \ \�\ \ \\ �\ \ \\ \ \ \\ \ \ , R /VE &T STREETJ c a. CONC CONCRETE RYSB REAR YARD SETBACK 13.14 FL Q t �` rU TER �//�/� // X a t d a DIA DIAMETER R W RIGHT OF WAY / / // / GG C RA GUTT,< a f r x i (: i f ` / Y o - i IF RNISH£D FLOOR SDMH STORM DRAIN MANHOLE �� x CONC "rma* GUFl(R ° t a 124.5 ri FH RRE HYDRANT SSYSB STREET SIDE YARD SETBACK 1 .., 1 \ _ \ PERMEABLE PAVE ETAIL WI TH CONCR EDGES \ \ , \ t 1 I 12414 R { FL ROW LINE srse SIDE YARD SETBACK C o l \ . �` \ \ ' tow i i (; I IS RN /SHED SURFACE III TOP OF BERM L NIS _ SETBACK W;M WA Mf R � � � °' cr '�. �. `�.. � � �. h i f � h FYSB fROVT YARD lF NOTES. \ \ \ \ ' Q Of ESSI -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF RNES (SAND, SILT, ETC. 137.8, EP. F•>4.10 ED : 13023 EP \ \ 1 1 �O !� 1: 12452 Nj L S -TIE PAVERS SHALL NOT BE SEALED ONCE THE MID RLLER HAS BEEN ADDED - - - - - - - - - - - - - � -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT O NEXT COURSE \ \ - -�- =' _ A \ lEt£ \SIOF I o YZ„ JN.• 16 -166 4/18/17 -NO IMPERVOUS LINER OR RLTER FABRIC lS TO BE USED 10 5 0 10 20 ; �f ` ,ED, SH(N i No. 44173 m - SPECAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SULIDRAIN MAY BE RfQI/IRID {' Ct1 J� - PP 124.45 TG ( 06 -30 -17 AMP O ^,j ! -,u ts'f3.•3 F1 - J1 Q. E N GINEERI NG, INC. SCALE: 1" = 10' JYAArH !` ^LET 4 /yT CIV\L � s SDM, } IN S4WNYRK SWE 214 EAYYM CA 9124 FOF CAI\F� R1/A' x453 L. - r_ m.: (M) 4d6-W FAX (70) M -" CHANGE NO. DESCRIPAON APPROVED DAZE BENCHMARK SCALE ASBUXT DESIGN AD DRAWN BY CHEGIKEDBr AO ENGINEERING DIVIS /ONAPPROVALS C/ flOFENC IMAS- PUBLIC WORKS DEPARTMENT DRAW/NGNO. VLS AS- GUILTS C L 3 -22'/ CITY OR ENCINIMS CONTROL POINT 1020. (RNC -20) n PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: RO APP 0 D: 511 DUSTYACRES A{' 3 /�lI g MASH l ER EDWARD W. DEANE l `P� DEVOTORESIDENCE 13216-0 DA7UM.•NAW88 ELEVAPON.• 120.56' 1» -10' VINCENT L. SAMPO AIE /� DAB APN.265 -3 ,40 l� Z 'p" R.CE. N0.: 44173 4 / 27/17 * 'Zd / % VINCENT L SAMPO I DALE DALE EWER rJt ENGINEER ENGINEER OF WORK EXP. 6 30/17 SHEET20F3 { � x ! ! x1(03 I 920 ty x €31.1 fi I I KEY57 tI 1 .34 A i 4' DIA AREA DRAW { I I DCPA =hfi 0 ( I 9 1f GRAVEZ B � T 1 ?x12 li j it- 2 I 1 , ! ! 1 ! x1 T �' T ! I ! ! { 1216A NEE' 1 1 1 1/ STORMDRAIN PIPE IN- PLACE, PER SOIL ENGINEER RECOMMENDA77ON �J (x 11. PR07ECT TREE IN -PLACE I { 12. DEMOLISH FENCE s j 11 13. PRO 7ECT GATE IN -PLACE 14. PROTECT KEYSTONE WALL IN -PLACE t / 15 PR07FCT EXISBNG CURB INLET IN -PLACE 24 "iJA IRELt 16. EXISPNO WATER SERVICE PROTECT IN -PLACE l J7. DEMOLISH DG PATH x AP PHi {{ l 18. PROTECT EXISBNG DG PA 7H 1 I 8OR ! 1 { 19. DEMOLISH EXISBNG FENCE 20. PROTECT EA7577NG SEWER MANHOLE IN- PLACE. ADAIST RIM TO II 1 i 0--4 FINAL GRADE DRtaoti3N ckn# %41%ilAttu D m". -rve S' s4k DRAIN ! i X ( NEW IMPROVEMENTS ❑ ot�cTtN =*I* 40he YW40 ( I �1tAdK wF-6 1t1.LGTiq 1 NEW RESIDENCE PER ARCHITECTS PLAN mo f ; 2 CONCRE7F MASONRY RETAINING WALL PER SDRSD C -6 WITH iI I m O OPEN ROW HEAD JOINTS M BASE WALL PER SDRSO C -8 Q 3. CONCRETE WALK PER CONSTRUCBON NOTE 10 { i I � 4. AIRIUM AREA PER ARCHITECT PLAN i it ; X + S nCnury nlr onto ,ml V,mV ^rnn OT/Llr' nV loll nrin . II 'reTe11R'/40S99T1 CT#464 j40;OS�fERL�E '.r717y { t : » On PCO11/CTCD $ e ,'2538 W 6. 3" DEEP 3/4' GRAVEL DRIVEWAY OVER 959 COMPACTED 89 I 125.1/7 r I I ! 12566 I SUBBASE U.N.O. BY SOIL ENGINEER % r 7• 6' WIDE PCC FLUSH CURB 1 I x 'r ` 8, NEW WOOD FENCE (s t 40.00 MiNd DUtY u[i AG Pa�ewun J ` \ ` 10. DG TRAIL REHABILITARON AND HEADER REPLACEMENT AS !!'till, i 125 2J r Q NECESSARY REFER TO CONSIRUCBUN N07F 17 ! f Q STORM WATER QUALITYO L 160 SF DE7LN77ON BASIN PER DETAIL "A' SIZED FOR 4% OF ! ( \ NEW AND REPLACED IMPERVIOUS SURFACE AREA 2 NOT USED 2 04 r f 3- 24" WIDE DRAINAGE' SWALE PER DETAIL B' ! 12436 FC r 4. 6' PVC (SDR -35 MIN) STORM DRAIN 01% SLOPE MIN. _ � I A9 E f _ 5. 12'X12' PRIVATE CATCH BASIN BY NOS OR APPROVED EQUAL `1 'w` S,RATE V 6. 3' WIDE BY 5' LONG RIP -RAP ENERGY DISSJPATOR N0.2 { Q BACKING 1.1' THICK OVER 1' DG FILTER BLANKET 4 I`„ 5 i 11 �� �� �� �� �� �� �� �� �� d 13933. h- -" Oft o.,nrr � - i 1 1 ��` _.. - . - / - �G/ Iv- p. � t tit - G 1 x1J7.I ° S r/ i v F N 7. 18' X 18° PCC BROOKS OVERFLOW CATCH BASIN OR COVC o 140.29 TB- f ® APPROVED EQUAL I PKASTER " 1 , c 13383 FL I�' i. > - 5 t ,r u NOTES A { y£ ,{ 12..3: t L PLACE 3 ANCHORS PER SQUARE YARD OF MAIERIAL FZ'000101r %1 ( �( ! �r� 731.93 �` ? 124.33 FL 8. 60 PCC CUTOFF WALL 2. FOR GRASS OR TURF ORBOA INSTALL LANDLOK lRM 450 TURF REINFORIEMENF MAT. 98- - 139 92 I A� ;x134 6 � �V 6 ° � �-- � /� u t� I � CONTRACTOR TO VERIFY i r = \s / 6 4 EXISBNG PIPE INVERT 9. 4' OA PERFORATED Pli (5DR -35 MIN) SUBDRAIN PIPE ®1% 9 $ l j 3 \ ELEVATON 1 SLOPE MIN a GATE K EN£R P D 1 g g1 ; ! 10. 8° PVC (SDR 35 MIN) STORM DRAIN 0 J% SLOPE MIN VEGETA TED DRAINAGE SWALE 8 h ii. COVNECOV TO DRAINAGE SRUC7URE PER SDRSD D-61 NACK r D 4 x134.4 3 133.17 r = ��ffrr L VOID RILER - 1/8' d �R - �= x � FENCE x x - `- IE ?? S -- - x e x FE C£ - I A UDLI DES a TO 3 8' N0. 8 l - -� + - - - - - - - - - 1 1. 4' SEWER LATERAL PER SORSD SS -01 CONNECBON TO MAIN / ( ) 7 f T ^ N73'72'121V 171.32 1 ( CONTRACTOR TO IERIfY CONNECTION lE PRIOR TO CONS7RUC)TON AGOREGA7E IN PODS fi X16' PCC fZUSH CURB I 13963 18 `H/ / 9 t j 24 JZ4 RE£ j I I s r 1iOP , OR DEEPENED G -1 CURB 13918 rls� I I x' I I BEDDING COURSE - 2' ! 7� / f r 1 `^ _ i ' t 2 i1GN i 2. BLENCH RESURFAGNG PER CITY OF ENCNITAS STANDARD DETAIL _ APPROVED PERVIOUS - ✓ ! 3(J°DlA TREE / ✓ 11485 l'1 12558 f25.41 7H/CK OF118' TO 318" (N0. 8) t t ' 2 BOLARDS Wj CON £ PrIJG g l f t f 3 j 11 s r 11" DA NEE / HrG v SERA J. 4' DIA SEWER aDNOUT PER SORSD SC -01 PA S W MIN. 3 8 00 / � ! t � � / �` � 3� DIA �EE � � ! " ' AGGREGATE / / T •: e' -'. ' - \ \ \ ( - / \ / / v{ /t I ? F� i 11 4 PROTECT WATER METER IN -PLACE c 1 J THE PED / CONC AMI �` 3 % / /11D- OUTLET i ` I ! I ' V I `{ R c j t t 5. INSTALL I' WATER SERVICE PER SDRSD OS-01 -, CfOKER COURSE - 4' f BOX PADI t 1 SIGN l 1J t Sn' 2 I / E I % 1 i r` ,r f t 6. PRIVATE 4 DIA PVC SEWER LATERAL 0 2% SLOPE MIN ERIC( OF3 8" TO 1 2' : • . • t d f'/ = A r FMt ' I 7. PROTECT EXISBNG FIRE HYDRANT IN -PLACE / / ( 38.0 IB 137.91 EP Ak 13004 fP t N0. 57 CRUSHED ROCK 4 f 13393 EP 1318 EP 2 �1t6 `p J AC PVhHT ! ( ) r BEGIN B£ t 131.19 'E y MIN. 6' THICK ABBREVlADONS OF 3 4° 6" :.:.� SMH / _ y . APPROXIMAI 'uCArMON 1 rt.811 �- / . l / t j + AC ASPHALT CONCRETE PED PEDESTAL r CRUSHED l�klK ; '. / L Sg-: -t- S- g - -.._ ...-Ss - _ f N -S� -5 - -� -5� -5- -5- ? �- -5 -S- 1 P,1M x3938 F 8 PVC ffER MAIN / _ T T * I I (..: CL CENTER LINE PP POWER POLE L A - f- 131.69- (' r f ! l ! t ° a a CO CLfANOUT PVMT PAVEMENT j ... WHGPER I /ND D r a tl >.� CONC !,ROSS R i sai sueGRADE �/� \\ \ \\ \ \�\ \ \\ �\ \ \\ \ \ \\ \ \ , R /VE &T STREETJ c a. CONC CONCRETE RYSB REAR YARD SETBACK 13.14 FL Q t �` rU TER �//�/� // X a t d a DIA DIAMETER R W RIGHT OF WAY / / // / GG C RA GUTT,< a f r x i (: i f ` / Y o - i IF RNISH£D FLOOR SDMH STORM DRAIN MANHOLE �� x CONC "rma* GUFl(R ° t a 124.5 ri FH RRE HYDRANT SSYSB STREET SIDE YARD SETBACK 1 .., 1 \ _ \ PERMEABLE PAVE ETAIL WI TH CONCR EDGES \ \ , \ t 1 I 12414 R { FL ROW LINE srse SIDE YARD SETBACK C o l \ . �` \ \ ' tow i i (; I IS RN /SHED SURFACE III TOP OF BERM L NIS _ SETBACK W;M WA Mf R � � � °' cr '�. �. `�.. � � �. h i f � h FYSB fROVT YARD lF NOTES. \ \ \ \ ' Q Of ESSI -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF RNES (SAND, SILT, ETC. 137.8, EP. F•>4.10 ED : 13023 EP \ \ 1 1 �O !� 1: 12452 Nj L S -TIE PAVERS SHALL NOT BE SEALED ONCE THE MID RLLER HAS BEEN ADDED - - - - - - - - - - - - - � -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT O NEXT COURSE \ \ - -�- =' _ A \ lEt£ \SIOF I o YZ„ JN.• 16 -166 4/18/17 -NO IMPERVOUS LINER OR RLTER FABRIC lS TO BE USED 10 5 0 10 20 ; �f ` ,ED, SH(N i No. 44173 m - SPECAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SULIDRAIN MAY BE RfQI/IRID {' Ct1 J� - PP 124.45 TG ( 06 -30 -17 AMP O ^,j ! -,u ts'f3.•3 F1 - J1 Q. E N GINEERI NG, INC. SCALE: 1" = 10' JYAArH !` ^LET 4 /yT CIV\L � s SDM, } IN S4WNYRK SWE 214 EAYYM CA 9124 FOF CAI\F� R1/A' x453 L. - r_ m.: (M) 4d6-W FAX (70) M -" CHANGE NO. DESCRIPAON APPROVED DAZE BENCHMARK SCALE ASBUXT DESIGN AD DRAWN BY CHEGIKEDBr AO ENGINEERING DIVIS /ONAPPROVALS C/ flOFENC IMAS- PUBLIC WORKS DEPARTMENT DRAW/NGNO. VLS AS- GUILTS C L 3 -22'/ CITY OR ENCINIMS CONTROL POINT 1020. (RNC -20) n PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: RO APP 0 D: 511 DUSTYACRES A{' 3 /�lI g MASH l ER EDWARD W. DEANE l `P� DEVOTORESIDENCE 13216-0 DA7UM.•NAW88 ELEVAPON.• 120.56' 1» -10' VINCENT L. SAMPO AIE /� DAB APN.265 -3 ,40 l� Z 'p" R.CE. N0.: 44173 4 / 27/17 * 'Zd / % VINCENT L SAMPO I DALE DALE EWER rJt ENGINEER ENGINEER OF WORK EXP. 6 30/17 SHEET20F3 141.1D tZ 141025E �/' a5/7 3 141.37 p 3 I N7Jr , 141 9-q rt � 1 v G r r l/ h j 1 Y 4�1t✓ ;r t L Sj� %lam TEMPORARY SL FENCE PER DETAIL 'G' CASQA DETAIL 1 4ARY AI�iBA6E7 SCALE. 1 = 10 141.116 TB f lEM1'ARARY GRA AG INLET . 4 PROIECncw PER DETAIL ' 14066 F1 / f ). , ^ r k p 11 OTECnav PER DETAIL T CASQA DETAIL sE 10 j u - _ o ?i/q�c 14075 ° f j i T A DETAIL SE 10.. t� ifl f 13ip \� } v a \ �'ft 4,q�P�6gsfflFNT lr 149 L'5 TI / ! / o 1 E 1 it 9, 1 y e= �9 1 l r4u.Bp 14050E �,� \ % N { T IP IJ?p wig Q !� d' r - i - L' , ARY QPAVELBAG INLET L �{ y, J i_t Lr lrti2T,n j l y1 i � l 7� I I t " '31.1 X32 / / 2 fROIEGIJAV PER DETAIL �1 1 If ! ; ! ` ! f /I 5��1 E 4l1 -rte 7 # 1 15QA DETAIL 5E-10 Sy I I �Etef t ���L� Ji r L I L� ?, J 00RARYORAW2BAGIN1.ET -,- -, n t / ! I Lw_L LOLL „� r F � r i - 'r.2rl 1'- PROIECnOW PER DETAIL F �' ' ` t f f 1 3 f` `l A f j 0 °✓iQ I 411 r 11 / It i °` CASQA DETA4 SE 10 , j l t lJ J` '' r : Aitl'`�`RAVfiBAG SET 1 / ' VIZ h 1 7EMPlAiARY GRAW BAG INLET • 4z> i / 1 ( P�TECnw PER DETAIL T'' �4 f B 1 , x l` PR07EC71ON PER DETAIL Y& (� t ! i" _ i l 3 J l l 1 I 1 1 1 -(A, OA DETAIL . 10 % 29 ) Or _ r. CASQA DETAIL S 10 i 1 t I t r �dl aJ _ J j l �l 4n, r s 1 It k �`f'z "/ I _ il"C ki3 ���� 14 ZG 11 j i i i atr:� I "E l il J J l� �jEI PA6'Y4AI� MGKET y } g I \r l 1 { `F f ;, PMECROV PER DEETAIL Y 1 1 1 t &7 / T 1 t l t f ' 140.46 140.21 R, I 1 t i l 17 a I t3� TL-if i(j1 t1� L ! I 9s /; DETAIL 5E =10p 1. X ` 136 t9 1EMP644RY SILT fDVCE r / s 2;5 nr'.,.'' slit �(( f f T /1ii''F t a'.4!/�� I PER DETAIL G CASQA DETAIL 1 / J l� of / �' TEMPORARY GRA141846 INLET J a �3 I v 1 T / I / PROIECnAV PER DETAIL E dl { it 4 , ;iz�� I u .t ` %1fR P rNF J j 1 SC-1 J xt lr I % / CASQA DETAIL 52-10 r r,, , , , (_ IF i! "rfpry _ .€r ( ,t T j Q -, 45 ."..,e p J,^., 3 r S5/ `' 7! `� 13L15` j / 7..pp' (' lcaf`L' 7s� f 1 1 "s ` FASf tali [;i l ;: ! f Ll k�ryjpfR f / i ; J II 1' />�tn j 126 If -ti / �dp1C� �i 11 I ytI 1 TEMPORARY VELOCTY GIYECK�� /r 1 Tilt 1 1 DAM PER DETAIL V k CASOA j J1r J 1 ,'�; _ �rA4�4_ �acA , 1 �J FF,r I 0!? f 41 / s 1EMPGYiARY GRAVflBAG INLET t \ \� t TaFWARY GRAVELBAG INLET J � fI t� � � � ^ PROTECnON PER DETaL F & sn 1 E\ \ l PR07EC71ON PER DEM Y & } k�7j x I1 � ?�° t ; . IF CASQA DETAIL 5E-10 T ( I7F xl s} k1 's �?.1 V CAS(lA DETAIL SE 10 i `z li, �� I i If 1 £ st 14031 ix { t ? ! \ 7AF��, i ., \\' ;z ,Ss\ s� xg/ s d�F4 h 3R `. 1 ? . 0 'lti 1RFWARY VELOCITY (Y%E'CK ! � ? � s 14u73 tr, -� ; � 13992 -13983 fL J�a,, i I\ . ,`y `- � � � DAM PER DETAIL 'E' c4 CASQAy, DETAIL SE -4 n IEMPAPARY SILT fEVGE f s'Ja S \ f F'fr LZe ! i / PER DETAl1 'G' CASQA REM 1 �, TES { i 11 lI ` t Q 1EMPA4ARY SILT PEAK J ,J 6Rq O r3gfiT7B� G Gygr fi .i . 2i3 /I ` / nt39' r I PER DETAIL .G 4 CASOA DETat P l 13918 F � 23 1-ZSR IEMPA4ARY GRAV£LBAG /NEE)` PR01EC17ON PER DETAIL T" & e� ,' 1 _ CASQA DETAIL Z710 10. ! t 1 L t� l' � I 1;} + ,; J —y' n ! d 4000,l �'q,A -�r1r / E© II / 93 P I / I . ^ i / ? h i H / Nj x v !J/,g 0 1 % �i2523 TS - /� S „� Ott 137.91 EP F49 1 / / 111 \ t a 1 �, j�li / 725,04 ` A / )EAlPA4ARY STAB/1/ZED 3 ?2' CAV57IN/C170N EN)17ANCE PER DETAIL 'D' CASQA DETAIL 1 �` TC-1 t X S ^_ I1a4 r� / ;, 12435` FL f 1 11 / � \ � �`/7�. �_•Q- Yr.L/A l. ' ' .i7�g FT i \ r l , , ..',.� ;;'yg{ %1�"`f�� f,a., #I ' 1.}.i 93 EP ¢ - 7,, /F'l� 125.4 O 13318 /J1 r /Ftifr'; Ste' °- 1 „r � ( 4 i,” e y 1 r � �Jp �"� s BIA4E7EN)70W BAS SHALL BE IXCAYAIID AND V i 13785 LP 1 i , 1 c / �a \ - ` _ 6 1, USED AS DESILnNG BASINS D1/R/NG CAUSNUCnA1! - - _ - _ - _ Ilk SILT SHALL BE CAMPLE r Rave AND w Q 1 k / %�l' / 131.19 LF IEYPA4ARCASQA � t L% - new BASINS CauPLETED ONCE FlNAL SIZE \ LILAPEIEN ' PER DETAIL 'G' DEW T�`F STALILUZAl1AN IS ACN/EYID, PRIOR l0 OCCUPANCY SC -1 AND /AR fINAL \ \ M v 18 \ 134.1C•° � �, ' � `~'L f"`�`° �a,�"----- ° -�-' =' 1,J�11lA� `' /STOP/ 1 SEE CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STANDARD DWG N0. TC -1 FOR ADDIRONAL INFORMA77ON CRUSHED AGGREGATE OREAMR THAN 3 0 BUT SMALLER THAN 610 MAN. FlLTER FABRIC EXISTING GRADE / I — LJ M/IY — I MATCH EXISTING GRADED/ i TYPICAL STABILIZED CONSTRUCTION ENTRANCE D NO SCALE NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE 24° WIDE (MIN.) WEIR OPENING FOR DRAINAGE OUROW 2 BAGS HIGH (M) WHERE NECESSARY CHANGE NO. DESCRIP77ON APPROVED DA BENCHMARK SCALE ASBUILT DE9610 AD I BY. DRAWN BY.• CHECKED BY ENGINEERING DIKS /ONAPPROVALS A0 KS CITY OF ENCINITAS CONTROL POINT 1020. (ENC -20) PLANS PREPARED UNDER SOPERV151ON OF ZS 17 RECOMMENDED: QO AP 1 CJ,Ce�.x� DA NM.NAW86 ELEVAPON. 120.56 NIA NNLEtVT L. SAMPO DA 7E DATE ./ MASIH MA E EDWARD W. DEANE II V .c J--"�-- R.CE. N0.: 44173 /4/27/11 4 IS-17 CGM 3 -22 /if VINCENT L. SAMPO DATE DATE lBFNfR 0Tt, FNGINFFR ENGINEER OF WORK EXP. 6/30/17 SEE CALIFORNIA STORM IER QUALITY ASSOCIA77ON (CASQA) STANDARD DWG. NO. SE -4 FOR ADDIRONAL INFORMAPON i � oW - O1 C¶ON NO FABRIC VFL BAGS TYPICAL VELOCITY CHECK DAM NO SCALE 4" PVC PIPE FOR DRAINAGE DEPENDING ON HELD CONDIRONS TYPICAL INLET PROTECTION NO SCALE 1. SET POSTS AND EXCAVATE A 4BY4IN00BY10CV) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS _ITII J. A TTACH 7HE FILTER FABRIC TO 7HE WIRE FENCE AND EXTEND IT INTO THE TRENCH. NOTE: AL7ERNARVf SILT FENCE CONS7RUCRON MAY BE USED IF HRST APPROVED BY THE ENGINEER OF WORK AND 7HE INSPECTOR TYPICAL SILT FENCE NO SCALE SEE CALIFORNIA STORM TER QUALITY ASSOCIA RON (CASQA) STANDARD M. N0. SE -10 FOR ADDIRONAL INFORMA77ON WOVEN FABRIC GRAWLBAG 2. STAPLE WIRE FENCING NOT TO SCALE 7HE POSTS. _ 4 IN (10 CM) 4. BACKHLL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC SEE CALIFORNIA STORMWAIER QUALITY ASSOCIA77ON (CASQA) STANDARD DWG. N0. SE -1 FOR ADDIRONAL INFORMARON C17Y OF ENCINITAS - PUBLIC WORKS DEPARTMENT 511 DUSTYACRES DEVO TO RESIDENCE APN.•265.390.40 L. w No. 44173 R 06 -30 -17 �r \SCI ca- �F���\P JN. 16 -166 4118117 �5GINE MPA0 ENERING, INC. to sA wA aw m a'a m a Saw If L: (780) " -M FAY (760) 4W-009 DRAWINGNO. 13216 -0 SHEET30F3 E u a N G a 0 ca NOTE: lS•Y 20W BA§klEk ANl CHANNEL12F RUNOFF TO SEDIMENT TRAPPING MICE �IIIIIIIIIILIIIIIIIIIIIIIIIIIII iI ,il� I .I �I ► ��I� Ip� e •. .•. < .. .e_ 4. 4. / I — LJ M/IY — I MATCH EXISTING GRADED/ i TYPICAL STABILIZED CONSTRUCTION ENTRANCE D NO SCALE NOTE: GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE 24° WIDE (MIN.) WEIR OPENING FOR DRAINAGE OUROW 2 BAGS HIGH (M) WHERE NECESSARY CHANGE NO. DESCRIP77ON APPROVED DA BENCHMARK SCALE ASBUILT DE9610 AD I BY. DRAWN BY.• CHECKED BY ENGINEERING DIKS /ONAPPROVALS A0 KS CITY OF ENCINITAS CONTROL POINT 1020. (ENC -20) PLANS PREPARED UNDER SOPERV151ON OF ZS 17 RECOMMENDED: QO AP 1 CJ,Ce�.x� DA NM.NAW86 ELEVAPON. 120.56 NIA NNLEtVT L. SAMPO DA 7E DATE ./ MASIH MA E EDWARD W. DEANE II V .c J--"�-- R.CE. N0.: 44173 /4/27/11 4 IS-17 CGM 3 -22 /if VINCENT L. SAMPO DATE DATE lBFNfR 0Tt, FNGINFFR ENGINEER OF WORK EXP. 6/30/17 SEE CALIFORNIA STORM IER QUALITY ASSOCIA77ON (CASQA) STANDARD DWG. NO. SE -4 FOR ADDIRONAL INFORMAPON i � oW - O1 C¶ON NO FABRIC VFL BAGS TYPICAL VELOCITY CHECK DAM NO SCALE 4" PVC PIPE FOR DRAINAGE DEPENDING ON HELD CONDIRONS TYPICAL INLET PROTECTION NO SCALE 1. SET POSTS AND EXCAVATE A 4BY4IN00BY10CV) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS _ITII J. A TTACH 7HE FILTER FABRIC TO 7HE WIRE FENCE AND EXTEND IT INTO THE TRENCH. NOTE: AL7ERNARVf SILT FENCE CONS7RUCRON MAY BE USED IF HRST APPROVED BY THE ENGINEER OF WORK AND 7HE INSPECTOR TYPICAL SILT FENCE NO SCALE SEE CALIFORNIA STORM TER QUALITY ASSOCIA RON (CASQA) STANDARD M. N0. SE -10 FOR ADDIRONAL INFORMA77ON WOVEN FABRIC GRAWLBAG 2. STAPLE WIRE FENCING NOT TO SCALE 7HE POSTS. _ 4 IN (10 CM) 4. BACKHLL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC SEE CALIFORNIA STORMWAIER QUALITY ASSOCIA77ON (CASQA) STANDARD DWG. N0. SE -1 FOR ADDIRONAL INFORMARON C17Y OF ENCINITAS - PUBLIC WORKS DEPARTMENT 511 DUSTYACRES DEVO TO RESIDENCE APN.•265.390.40 L. w No. 44173 R 06 -30 -17 �r \SCI ca- �F���\P JN. 16 -166 4118117 �5GINE MPA0 ENERING, INC. to sA wA aw m a'a m a Saw If L: (780) " -M FAY (760) 4W-009 DRAWINGNO. 13216 -0 SHEET30F3 E u a N G a 0 ca