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2019-14471 G (Plans)RIGHT OFWAYNOTE 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 DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS DRAINAGE NOTE 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 UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTON STANDARDS OF 7HE CITY OF ENCINITAS AND 7HE 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 SOILS REPORT 777LED 'PRELIMINARY GE07ECHNICAL INVES716A77ON AND FOUNDATION RECOMMENDATIONS" PREPARED BY ENGINEERING DESIGN GROUP AS PROJECT NO. 175824 -1, DA7ED OCTOBER 17, 2017, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT J. SfPARA7E APPROVALS AND PERMITS FOR ANY CONS7RUC710N WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07FCT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO COND177ON EXISTING PRIOR TO GRADING 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7 THE CONTRACTOR SHALL DESIGN, CONS7RUCT 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 107HIN ONE -HALF (112) MILE OF A S7RUC7URE 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 HOLIDAYS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSI7F WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 46 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION S17F WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL COND177ONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS 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 CERTIFICATION" SHALL BE PROVIDED STATING: 'THE GRADING UNDER PERMIT N0. 14471 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN" THIS ST47EMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF 7HE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND 7E57FD BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCA VA PON PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETFRMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLE77ON OF GRADING OPERA (IONS HE SHALL STATE THAT OBSERVATIONS AND 7ESTS WERE 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 EXCA VA 7ED SURFACES TO PROVIDE POSIRVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE S17F AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CON7ROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. 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 FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM 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 CONDITION. ALL STONES, ROOTS AND OTHER WASTE 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 TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE S17F BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGH7L Y DEBRIS APPROVAL OF LOCA LION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSIS7ENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM 7REES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY 7REES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE 7RUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PRO7FCIED IN PLACE. EVEN lF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY 7REE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTEN7LY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT DIRECT OR TEMPORARILY HALT GROUND - DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES THE PROJECT APPLICANT SHALL IMMED /A TEL Y N077FY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DE7ERM /NED BY A QUALIFIED ARCHAEOLOGIST HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACIIIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNRL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 509798. lF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF 7HE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. lF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT lF NA77VE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN 51711 (IN PLACE), OR IN A SECURE LOCA77ON IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARK LANGER AT (619) 246 -5450 , 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 S17F ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITA7E RAPID CONS7RUCRON OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT J. DEWCES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE COMRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AF7FR EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL 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 7RESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7 ALL EROSION CON7ROL 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 PR07ECRVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWA TER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL 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 SY57EM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CON7ROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE S17F. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE 7URF/LANDSCAPED AREAS 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 29 CROSS SLOPE TOWARD THE IMP BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUA IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM 7HE 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. 8. ALL EXISTING AND PROPOSED 7RASH ENCLOSURES SHALL BE RT7ED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE 7RASH ENCLOSURES SHALL HAVE AN IMPERVIOUS NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE 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 DUMPS7FR AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE 7RASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPS7FR IN AND OUT THE THROUGH AN ADEQUA7ELY SIZED OIL/ GREASE AND DISCHARGED INTO THE PUBLIC SANITARY BUILDING PERMIT MAY BE REQUIRED FOR THIS SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER MAINS, LA7FRALS AND APPURTENANCES SHALL BE CONS7RUC7FD ACCORDING TO THE STANDARD SPECIFICATIONS 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 UTILITY, PIPE OR S7RUCTURE WITHIN THE LIMITS OF THIS PROJECT J. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN I.E. LINE CROSSING LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. AL MtRNG OR PROPOSED UTILITY CROSSING WITHIN 10 FEAT 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 DISTRICT 4. CONNACTOR METERS, VALVES,AVALVE BOXES,EE C.))POHI HL ISTAFFECTED BY N1}lEIRRPROJECT T GRADE ANY FACILI ES FACILITY (FIRE MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UPURES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING W4 7ER 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 CONS7RUC7E9 CLEAR OF DRIVEWAYS AND ALL OTHER 7RAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 6 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. S/TE CHANGE NO. DESCRIPTION APPROVED I DATE I BENCHMARK DESCRIPTION: CITY OF ENCINITAS CP 1048 (ENC -48) LOCATION: WEST OF INTERSTATE 5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL. I \L l\JI \V I \VIVI. LiyuliYllmi JVIIYLI liVMMUL /YL/I/Vll /1 ELEVATION: 173.376 DATUM: NAVD88 V1CINI T MAP NTS AS -BUILT APPROVALS ENGINEER'S NAME SENIOR ENGINEER PUBLIC WORKS DATE PLANNING REVIEWER DATE I INSPECTOR 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES 23 CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT COMRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFEC77VE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGA77ON METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWO STANDARD SPECIFICA PONS. STORMWA TER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTIONACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUA7FLY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WAS7ES ON SITE. IT IS ILLEGAL TO WASH CONCREIF, SLURRY, MORTAR, STUCCO, PLAS7ER AND THE LIKE INTO THE STORMWA TER CONVEYANCE SY37FM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCA LION. CONSTRUCTION SITEACCESS A STABILIZED CONSTRUCTON S17F 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 AND /OR CORRUGATED STEEL PANELS /PLATES CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUT7ERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CON7ROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PRO7FC7ED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACRWRES ARE ALLOWED DURING NET WEATHER. DIVERSION DIKES SHALL BE CONS7RUC7E9 TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SI7F. CONTRACTOR SHALL PROJECT CHANNELS AGAINST EROSION USING PERMANENT AND 7EMPORARY EROSION CONTROL MEASURES REMOVE EXIS77NG VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF 7HE NATURAL GROUND COVER. DO NOT REMOVE 7REES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CON7ROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MA 7ER /ALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREG47E BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWAIER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONS7RUC77ON IN THE CITY OF ENCINITAS SHALL BE 7RAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWA7ER POLLUTION CONTROL REQUIREMENTS THESE SUP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMW47ER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTEMANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS S7RICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPS7ER SHALL BE DISCHARGED INTO STORMWA7ER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT 7HE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPS7FR LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSIERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY 7RASH MATERIAL. MANY CONSTRUCTON MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS W4S7E. FOR INFORMAT7ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WAS7F H07LINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSIERS CALL EDCO AT (760) 4J6-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE S17F. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUT7ER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE 7RAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMW47ER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770. 1. 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 ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROJECT ANY EXISTING UPLIDES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UPLI77ES AND N077RCAPON OF COMMENCEMENT OF WORK.• A. SEWERS - CSD - (760) 633 -2770 B. GAS & ELECTRIC - SDGE - (760) 438 -6200 C. WATER - OMWD -(760) - 753 -6466 D. TELEPHONE - SBC BELL - (760) 489 -3411 E. CABLE TV - COX COMMUNICA77ONS - (760) 806 -9809 X2233 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 46 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT PHONE (760) 633 -2770. J. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJEC77ON AND REMOVAL. IMPERVIOUSAREA SUMMARY IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 11,724 SF IMPERVIOUS AREA AFTER CONSTRUCTON: 10,550 SF IMPERVIOUS AREA REDUCTION.- 1,174 SF IMPERVIOUS AREA REPLACED: 1,661 SF BASIN SIZING: 1,661 SF X 0.04 = 67 SF OWNERS MARK LANGER 1310 SUMMIT AVENUE, CARDIFF, CA. 92007 SITEADDRESS 1310 SUMMIT AVENUE, CARDIFF CA. 92007 ASSESSOR'S PARCEL NO. 260- 620 -07 -00 DATEOF TOPOGRAPHYSURVEY JANUARY 27, 2005 LEGAL DESCRIPTION THAT PORTION OF THE NORTHWESTIHAT PORTION OF THE NORTHWEST QUAR7FR OF SECTION 22, TOWNSHIP 13 SOUTH, RANGE 4 WEST SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE UNITED STATES GOVERNMENT SURVEY APPROVED APRIL 19, 1881. OWNER'S CERTIFICATE I HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF 7HE S17F. I HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABIURES CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNEC7ED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CON57RUCTON COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS SIGNA IURE.• DA 7E.- 4/09/2020 MARK LANGER, 7RUS7EE OF THE MARK 0. LANGER SEPARATE 7RUST DA7ED DECEMBER 20, 2011 SOILS ENGINEER'S CERTIFICATE I, ERIN E. RIST, A REGISTERED CIVIL ENGINEER IN THE STA 7F 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 ON OCTOBER 17, 2017 ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMIT70 TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED 7HESE GRADING PLANS AND CERTIFY YHA T THE RECOMMENDA (IONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HA VE BEEN INCORPORA 7ED IN THE GRADING PLANS AND SPECIFICATIONS SIGNED. OQROF ESSI?N ERIN E. RIST RCE NO.: 165122 E' Rise C 65122 PROJECT NO.: 175824 -1 ENGINEERING DESIGN GROUP. 2121 MONTIEL ROAD SAN MARCOS, CALIFORNIA 92069 (760) 839 -7302 STATEMENT OFENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. 7HE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY 7HE ENGINEER IS NOT A DE7FRMINAPON BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS 7HE CITY OF ENCINITAS AND ITS 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 AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE.• "`t �"�y' DA 7E.4 -08 -20 Q��FESS /pN VINCENT L. SAMPO �� NA L. Sq�Z COMPANY SAMPO ENGINEERING, INC. No. 44173 ° m ADDRESS: 171 SAXONY ROAD, STE.. 213 ENCINITAS CA. 92024 0_1 06 -30 -21 S� PHONE NUMBER.- (760) 436 -0660 RCE EXPIRES: 6130119 J'� 0/w\_ OF CA_\ EARTHWORKDATA MAXIMUM VERTICAL DEPTH OF CUT = 0.4 FEET (OUTSIDE BUILDING) MAXIMUM VERTICAL DEPTH OF FILL = 1 FEET CUT = 5 CY FILL = 64 CY IMPORT= 59 CY REMEDIAL = 245 CY (2.5' REMOVAL AND RECOMPACTION UNDER BUILDING AREAS AND 5' OUTSIDE BUILDING, U.N.O. BY SOIL ENGINEER) :1 I> >:l�aJ • ✓N: 04 -123 314120 SAMPO ENGINEERING, INC. 171 SAXONY ROAD, SUITE 113 ENCINITAS CA 91024 7&: (760) 4X -0660 FAA' (760) 4X -Ob9 PUBLIC WORKS I PLANNING DIVISION I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT II c7oAr *mx 4127120 SIGN DATE INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 4 -08 -20 � R.C.E. NO.: 44173 VINCENT L. SAMPO 21 30 1 ENGINEER OF WORK EXP.: 6 1 %Ia lifliow 5114�Z0 SIGN DATE &fetu Ad 4113120 SIGN ENGINEERING DIVISION APPROVALS REC APPROVED: T �� LQAV� V. W/ACM'G/` S= NOWAK EDWARD J. WIMMER CITY ENGINEER 5�26�20 DATE DATE �� DATE I SIGN APPROVED 4/16/2020 , COIson SAN DIEGUITO WATER DISTRICT DATE I SIGN CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: 1310 SUMMIT AVENUE LANGER RESIDENCE APN: 260- 620 -07 PLANNING CASE NO: 16- 2361PM 1CDP 4125120 DATE DRAWING NO. 14471 -G SHEET 1 OF 3 3 IL c� M N_ I i 0 N O N I 0 N 00 3 a E E V) N 0 J t7 N I 0 0 / 2 0 N 0 N rn ROCK -LINED OPTION CONSTRUCTION NOTES. OVER GE07EXPLE LINING 1. THE EXISTING TOPOGRAPHY SHOWN HEREON IS FROM A FIELD SURVEY PERFORMED BY SAMPO 24' MIN. ENGINEERING, INC. ON JANUARY 27, 2005. ANCHORS (TIP.) 2 A PRELIMINARY TITLE REPORT PREPARED OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY DATED 4" KEY JULY 29, 2016 AS ORDER N0. 86058 -PD HAS BEEN REVIEWED FOR EXISTING ONSI7F EASEMENTS, SAID /FOR ANCHOR EASEMENTS HAVE BEEN PLOTTED HEREON. 1 J. ALL ON -SITE STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY OWNER. 4. ROOF DOWNSPOUTS TO BE DISCHARGED INTO LANDSCAPING AREAS PRIOR TO DISCHARGE TO THE SATISFACTION OF THE CITY ENGINEER. WATER SHALL NOT BE ALLOWED TO POND ON SITE AND SHALL NOT DRAIN TOWARD BUILDING 5. ALL EXISRNGANDI PROPOSED A URLITY LINES SERVING THE SUBJECT PROPERTY SHALL BE INSTALLED UNDERGROUND. 6. CONTRACTOR TO LOCATE AND PROTECT IN -PLACE ALL EXISTING WATER SERVICES AND WATER METERS 7 EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD _ OF SURVEY SHALL BE FILED WITH THE COUNTY PRIOR TO RELEASE OF SECURITIES NOTE NTS f S• 8. ALL STREET SIGNS, LIGHTS, LAMPS, UTILITIES, ETC. LOCATED WITHIN THE PUBLIC RIGHT-OF- WAY SHALL 1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. BE PROTECTED IN PLACE DURING CONSTRUCTION OR REPLACED TO THE SA RSFAC77ON OF THE CITY 2 FOR ROCK -LINED OPTION, INSTALL GEOIFX WOVEN MONOFILAMENT GEOIFXI7LE N0. 117E OR EQUAL). ENGINEER. ( ) J. FOR GRASS OR TURF OPTION, INSTALL LANDLOK 7RM 450 TURF REINFORCEMENT MAT 9. CONCRETE SIDEWALK AND PATIOS SHALL NOT BE LESS THAN 5" PCC REINFORCED WITH NO 4 BARS 18" O.C. IN BOTH DIRECTIONS OVER RECOMPACTED NATIVE SUBGRADE SOIL, UNLESS DETERMINED OTHERWISE BY SOIL ENGINEER. JOINTS AND REINFORCEMENT PER SOIL ENGINEER. 10. ALL IMPROVEMENTS BUILT IN THE PUBLIC RIGHT OF WAY NOT TO SAN DIEGO REGIONAL STANDARDS ARE TO BE PRIVATELY MAINTAINED BY THE RESIDENT 11. SEE SHEET 3 FOR TEMPORARY EROSION CONTROL MEASURES AND CONSTRUCTION BEST MANAGEMENT PRACTICES 12. UNLESS N07ED OTHERWISE, ALL ROADWAYS SHALL BE A MINIMUM 16' IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR INCLUDING PARKING OF VEHICLES, IN ACCORDANCE WITH THE UNIFORM FIRE CODE AND CITY OF ENCINITAS' FIRE DEPARTMENT GRASS OR TURF LINED I- OPTION OVER LANDLOK TURF REINFORCEMENT SERE SLOPE EXCEEDS TYPICAL ROCK OR GRASS LINED DRAINAGE SWALEn PLANTING DEEP ROOTED, DENSE, DROUGHT TOLERANT FOR NELL DRAINED SOIL HEADWALL. 6" THICK PCC " D BELOW NO FOOTING EXIS77NG GRADE ?gmg `rag NCRETE CATCH BASIN W /STEEL Q TE TG 154.3 2 -3' HARDWOOD C CURB OPENINGS TO -MULCH A ALLOW FLOW THROUGH RETAINING WALL PER SDRSD C -5 ` `� N NEW PAVER DRIVEWAY 1 1 WL 154.3 _ 18" MIN. ENGINEERED _ 1 i SOIL *SEE NOTE BELOW �2" OF 318" GRAVEL I 12' MIN J J14 "CRUSHED ROCK -PRI VA TE PERFORATED SUB-DRAIN i RA TION BASIN GENERAL NOTES: 1. ACCESS TO PARCEL 1 WILL BE FROM SUMMIT AVENUE, ACROSS APN: 260- 620 -56 WTHIN THE EXISTING 20' WIDE PRIVATE ACCESS EASEMENT SHOWN HEREON. PARCEL 2 AND PARCEL 3 SHALL ACCESS FROM SUMMIT AVENUE ONLY. 2 THE EXISTING SINGLE - FAMILY DWELLING ON PARCEL 1 SHALL BE FIRE SPRINKLED IN ORDER TO USE THE 16 -FOOT ACCESS THE DWELLING SHALL BE FIRE SPRINKLED AND APPROVED BY THE FIRE DEPARTMENT PRIOR TO BUILDING PERMIT ISSUANCE FOR PARCELS 2 OR 3. 3 FUTURE WATER SERVICE FOR PARCEL 3 WILL BE FROM THE EXIS17NG WATER MAIN IN SUMMIT AVENUE. 4. FUTURE GRAVITY SEWER SERVICE FOR PARCELS 2 AND 3 WILL BE FROM THE EXISTING SEWER MAIN IN SUMMIT AVENUE. THE SEWER MAIN IN SUMMIT AVENUE IS APPROXIMATELY 14' DEEP. PARCEL 1 WILL CONTINUE TO SEWER TO THE WEST 5. A PRELIMINARY 87LE REPORT PREPARED BY LAND AMERICA SOUTHLAND TITLE COMPANY AS ORDER N0. 316383756, DATED SEPTEMBER 6, 2016, WAS REVIEWED FOR EXISTING ON -SITE EASEMENTS SAID EASEMENTS HAVE BEEN REFERENCED AND PLOTTED HEREON. 6. SUBDIVISION BOUNDARY DATA PER FINAL PARCEL MAP CURRENTLY IN PROCESS WITH THE CITY OF ENCINITAS 7 ALL SERVICE LINES TO THE EXISTING AND PROPOSED BUILDINGS SHALL BE CONSTRUCTED NTS \,� UNDERGROUND. *510- INFILTRATION "ENGINEERED SOIL LAYER" SHALL BE MINIMUM 12 -INCH DEEP SANDY LOAM SOIL MIX WITH NO 8. ALL COSTS FOR WORK PERFORMED IN THE SHARED DRIVEWAY ACCESS EASEMENT WILL BE MORE THAN 5% CLAY CONTENT THE MIX SHALL CONTAIN 657. SAND, 157. COMPOST OR HARDWOOD MULCH, AND RESPONSIBILITY OF THE SUBDIVIDER. 207. TOPSOIL. / / THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL. ARM. 260 - 620 -74 APE. 260 °620 °76 / APH. 260-953-03 '�RpB 13. ACCESS ROADS SHALL BE DESIGNED AND MAINTAIN TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS 14. ALL THE WORK PROPOSED ON THIS PLAN IS EN77RELY WITHIN THE APPLICANT'S PROPERTY OR WITHIN THE EASEMENT THAT APPLICANT HAS RIGHTS ON. IF ANY DISTURBANCE TO ADJACENT PROPERTIES NOT I SHOWN ON THESE PLANS IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION u 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 AUTHORIZED IN W 177NG AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. HOLD CITY HARMLESS FOR 15. ALL UTILITIES SHOWN HEREON ARE APPROXIMA7E CONTRACTOR TO VERIFY LOCATION PRIOR TO DRAINAGE AGREEMENT CONS7RUCDON. RECORDED JUNE 4, 2009 AS DOCUMENT N0. 2009 - 0300968 OF OFFICIAL RECORDS EX RESIDENCE EX GARAGE 3303°9 / PAID.- 156.2 PAD: 155.8 X>¢p >> CONTRACTOR TO VERIFY 156.50 TW m 8� X91 / > �' o o 154.30 TG 11 �' o g i �h 5 3 / 3 3 53.65 /E 151.50 /E 4 (154.5155.30 TO 5 g h h 144.5 %E t - G T lR N E CE OP OF ALL ` 15 ' g N6776'S3'E 277.96' g 153.8 /E ¢ 1 15 . K155 FL 1 S D D - �. 149.90' 48'- 24 c 128.06' - 156 456 ' �d 42'� `' >ssZ c mss ay, y 54.�WL B LL LLLL NEW ARAGE I 6 NEW RESIDENCE !q o p p .. , 153.5 FG' ' 2 55. FS L PAD 1 5.0 I fF 156 90 X'S6 run HM 1/4 SEC 2� VIM nom � 2 1 � 9, � � CEL 2 � ¢ '� �•, ` ' a 9 9 a � 151.0 BIM �: 155. Al/ , eg a o �l ap�o �60�6�Oo(( _ :.. ` z 154 1, Fs 2 TF 2� 2 �- - i Po �j > !q a A'q o 5 R� 16197 FF i 156.2 FG ABBREVIATIONS 141.85 CB CATCH BASIN RYSB REAR YARD SETBACK FG FINISHED GROUND SYSB SIDE YARD SETBACK FL FLOW LINE SF SQUARE FOOT U°Apmo 260-620-08 IS FINISHED SURFACE SS SANITARY SEWER EX RESIDENCE FYSB FRONT YARD SETBACK SSYSB STREET SIDE YARD SE78ACK PAD: 141.2 if INVERT ELEVA77ON SS' 20 10 0 20 40 SCALE: 1" = 20' 1.5' TURFSTONE - DRIVEWAY WIDENING. DESIGN TO CONFORM Wl7H EXIS77NG ARCHITECTURE, THEME AND COLOR. SEE DETAIL 'E' CHANGE NO. 9 LINE TABLE # BEARING DISTANCE L1 N39.31'07 "W 14.13' L2 N39'30'56 "W 14.14' L3 N89.39'10 "W 13.89' L4 N67'16'53 "E 12.49' L5 N88`57'20 "E 15.03' L6 N67'16'53 "E 12.49' EXIS77NO 20' WIDE PRIVATE ACCESS EASEMENT IN FAVOR OF THE SUBJECT PROPERTY 16' EXISTING DRIVEWAY 125' 1.59 r>3yos o ' " ?o S D 2.5' r 5 TURFSTONE DRIVEWAY WIDENING DESIGN TO CONFORM WITH EXIS77NG ARCHITECTURE, THEME AND COLOR. SEE DETAIL 'E" EXISTING DRI VEWA Y CROSS SECTION , DESCRIPTION 1 " =5' APPROVED t79 GFh ..�3 $ 1 In• 9 I �� 1 156.90E 161.40FFr - POCQ W << , ;>�� •`' APPROXIMATE LOCATION < v o 2155 � i 31 16LO PAD EXISTING SEWER LATERAL o .. ` °SAWCUT LIVE , ¢ 4. a 2 Zti/ 2 2 15 D r ' • ' NO WORK THIS AREA -� 20'RYSB 54.72 l �b HP ¢ 5 °� �j,' ppN off° ' •` S_ 6 .TCj�� 6, � `� 5 I �� Rr •� Zp '0� N6776'S3'E 122.44' 9 PARCEL 1 �:, s 4j - 15.2 N677653E 134.92'1 6.20 HP - •` Q < J < 9 Ol s 52.3 D LL L 1 .1 20' YSB E P1 ¢ g y 57 �V,•. Q� 3 L / 3 ` • `k LLLLL Llal_"LLLL h _ •°' 0 6 , r�/j •`,r� ' <� LLLLLLLLLL♦ 3 C S . l/p' ; EXISTING LLLLLLLLLL ° q�� Ss S/� 1 Cr ,9 ,`.. ,0'D /Y < 25 LLLLLLLLL ••. ° RESIDENCE LLLLLLLLLL WALL r ` 'pol-Ir < L PLANTER IuL•LtLL 8 L 0 7 e� � � /Appe G< •1:�''/`%�.'•� S�2 L. LnL�LL 6LLLL PARCEL 3 / 21 p6� / L LLLLLLLLL NO WORK THIS AREA o VD L LLLLLL > soq (n LL L L 5' SYSB r>SA8 Foci 7 �� >SX? 9�s, �r 018' 3 / 1'�Q ' ` ' ` t '- - •$ ' n, a' , LL ! 6 �JSM� LLL r/ " _ LL L YS e 5 ¢ C ¢ 5 r�r 30 D RETAININ LL 0 ATRIU,^ 4 R 175.09' P 7 1 .,' L pq 6 5�' 97.98' 6 Sl7^ LL N6777'04E 27.107 `� ��`' i ' p , L 2 ��.' .. ..<' n One = Lp OCL9 . ' �< ,L <: " <h' •F <•t, <' <�' C1 `' `i `', (fj - Tyt�. �` /��/ �.'j�, a . << :�.G `` •' ``' . ", '1 2 21 q pgiC APH.260- 620 °66 G[J° Ll EX RE906VCE -- - r eol , , ` <' • • f �° ° `=� + !' �' 3.1 sus s ARM. 260-620-53 EX RES14QV,CE EX RESIDENCE ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED 12020 AS DOCUMENT NUMBER 2020- OF O.R. NEW R/W SUMMI T A VENUE 8' 8' 12' TO CL SAWCUT LINE PROPOSED 6" WIDE X 12• PROTECT EXISTING VARIES AC PAVEMENT 16" DEEP PCC FLUSH 2' 6" AND BASE CURB 57o MAX 2Z 12 " IN -PLACE A 0VbYLAY1O ACHIEVE UNIFORM SLOPE _ - - - - - • �T 4' HOT MIX AC OVER -PROPOSED PERMEABLE PAVER PARKING AREA ALONG -' ' -' ' '- BASE 6' CLASS # NSEMENC ACCESS SOUTH OF SUBDIVISIONUDING x 16" DEEP EA P WIDE FLUSH CURB INDICATES ELEVATION PER PLAN SUMMIT PERMEABLE PA VER CROSS SECTION DATE BENCHMARK DESCRIPTION: CITY OF ENCINITAS CP 1048 (INC-48) LOCATION: WEST OF INTERSTATE 5 AT THE NORTHEAST NTS • / - =l! -• 1�•�� =ice- ��' �• ��1��1�� sg ee d • , d e e d / lE 142.80 END 8" SS i, 1 %1 / Q O FIS�NCp'JpN yFq� �FT/l /lj�s, 6 "X16" PCC RUSH CURB OR DEEPENED G -1 CURB (WHERE OCCURS) SOIL SUBGRADE PI rPYI Ar A PYI r r,% A 1 /r P'\ f'1 I -rA II I l ri I nnA In rl r Tr r- f% /% r-,' NOTES- -A L L AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPAC7FD BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FTL 7ER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHL Y EXPANSIVE SOIL - SUBDRATN MAY BE REQUIRED LEGEND SYMBOL SUBDIVISION BOUNDARY - - PROPERTY LINE EASEMENT LINE --- - - - - -- EXISTING CONTOUR 150 EXISTING ELEVATION X 150.5, (150.5) PROPOSED CONTOUR 83 PROPOSED ELEVATION 8J.3Q CONCRETE IVASONRY RETAINING WALL PROPOSED PERMEABLE PAVERS DRIVEWAY LLLLLLLLLLLLL PROPOSED BMP AREA NOT TO BE MODIFIED WITHOUT CITY PERMISSION DRAINAGE SWALE -� DIRECTION OF FLOW INDICATES 3 4" IRON PIPE WITH PLASTIC PLUG STAMPED L 7655 WILL BE SET PER PM D INDICATES 2 "X24" IRON PIPE WITH PLASTIC PLUG STAMPED LS 7655 WILL BE SET PER PM KEY NOTES 0 1. DEMOLISH EXISTING P.C.0 DRIVEWAY 2. REMOVE AND SALVAGE EXISTING TREE J. PRO 7FCT EXISTING P.C.C. DRIVEWAY IN -PLACE 4. PRO 7FCT EXISTING POND IN -PLACE 5. DEMOLISH EXISTING S17E WALL 6. PRO 7FCT EXISTING 7REE IN -PLACE 7 DEMOLISH EXISTING P.C.C. PAVEMENT 8 PROPOSED PLANTER AREA 9. PROTECT IN -PLACE WA7FR SERVICE TO PARCEL 1 10. PROPOSED STREET DEDICATION TO THE CITY OF ENCINITAS 11. PROPOSED 2' TALL MASONRY WALL PER SDRSD C -4 12. DEMOLISH EXISTING TREE 13. PROTECT EXISTING MASONRY WALL IN -PLACE 14. REMOVE EXISTING P.C.C. CURB 15. 3' WIDE GRASS STRIP FOR BMP'S NOT TO BE MODIFIED WITHOUT CITYS PERMISSION 16. NEW PERMEABLE PAVERS DRIVEWAY. SEE DETAIL "E" 17. ON- STREET PARKING 8.5'X 24' 18. WIDEN CONCRETE DRIVEWAY WITH PERMEABLE CONCRETE TO ENSURE A MINIMUM WIDTH OF 20' DRIVEWAY SHOULD CONFORM WITH EXISTING ARCHI7ECTURE, THEME AND COLOR 19. SURVEY MONUMENT 314' IRON PIPE WITH PLASTIC PLUG STAMPED LS 7655. PROTECT IN PLACE 20. SURVEY MONUMENT LEAD & DISC STAMPED LS 7655. PROTECT IN PLACE 21. 6" WIDE X 16" DEEP PCC RUSH CURB 22 PERMEABLE PAVER PARKING AREA PER DETAIL E 23 SAWCUT LINE 24. TREE NOT SURVEYED. APPROXIMATE LOCATION. 25. PR07FCT EXISTING SI7F WALL IN -PLACE 26 PROTECT EXISTING GATE IN -PLACE 27 PR07FCT CALL BOX IN -PLACE 28. PR07FCT 6" PVC PRIVATE STORM DRAIN PIPE 29. CAUTION. GAS LINE PROTECT IN -PLACE 30. INSTALL M -10 WELL MONUMENT PER FINAL PARCEL MAP 31. DEEPENED FOOTING PER BUILDING PLANS UTILITIES 0 1. DISTRICT TO INSTALL 1 -INCH COPPER AA7FR LATERAL AND DUAL METER PER WAS WS -09, WC -17 AT OWNER'S EXPENSE. WA7ER SERVICE AND METER TO SERVE PARCEL 2 2. NOT USED J. 4" PRIVA7E SEWER LATERAL AND TRENCH RESURFACING 4. 4" PRIVA7E GRAVITY SEWER PIPE 0 27. MIN. SLOPE 5. GAS LINE AND 7RENCH RESURFACING 6. DISTRICT TO ABANDON EXISTING 314 -INCH LATERAL AND 518 -INCH METER AT OWNER'S EXPENSE. CAPACITY CREDIT TO BE APPLIED TO PARCEL 2 7 EXISTING WATER SERVICE AND METER TO PARCEL 1. DISTRICT TO EXTEND EXISTING 1 -INCH COPPER WATER LA7FRAL AND INSTALL METER BOX BEHIND PROPOSED PERVIOUS PAVER PARKING S7RIP AT OWNER'S EXPENSE NEW STORM DRAINAGE 0 1. 24" WIDE DRAINAGE SWALE PER DETAIL 'A' 2 BIO- INRL.IRALION BASIN (67 SF) PER DETAIL B' J. 6" PVC (5DR -35 MIN) PRIVATE STORM DRAIN PIPE 0 19 MIN. SLOPE 4. 12'X12' PRIVATE CATCH BASIN BY NDS OR APPROVED EQUAL EASEMENTS• L 1. EXISTING EASEMENT FOR INGRESS, EGRESS, DRIVEWAY AND UNDERGROUND UTILITIES IN FAVOR OF APN: 260- 620 -07 REC. JUNE 22, 2004 AS DOC. N0. 2004- 0581688, OF OFFICIAL RECORDS 2 EXISTING EASEMENT FOR INGRESS, EGRESS, DRIVEWAY AND UNDERGROUND UTILITIES IN FAVOR OF APN: 260- 620 -56 REC. JUNE 22, 2004 AS DOC. N0, 2004 - 0581689, OF OFFICIAL RECORDS J. EXISRNG ROAD ACCESS AND UTILITY EASEMENT IN FAVOR OF APN 260- 620 -07, REC. OCTOBER 11, 2006 AS DOC N0. 2006 - 0722716 OF OFFICIAL RECORDS 4. PROPOSED 5' WIDE PRIVATE U77LITY EASEMENT IN FAVOR OF PARCEL 1. AREA = 670 SF, TAKEN OUT OF PARCEL 2 GROSS AREA. 5. PROPOSED 5' WIDE PRIVATE DRAINAGE EASEMENT IN FAVOR OF PARCELS 2 AND J. 6. EXISTING EASEMENT FOR THE PURPOSE OF PUBLIC UTILITIES UNDERGROUND ELECTRIC FACILITIES IN FAVOR OF SDGE. REC. AUGUST 4, 2006 AS DOC. NO. 2006 - 0554089 OF OFFICIAL RECORDS AREA = 23 SF, TAKEN OUT OF PARCEL 1 GROSS AREA. 7 EXISTING EASEMENT FOR INGRESS, EGRESS, DRIVEWAY AND UNDERGROUND UTILITIES IN FAVOR OF APN: 260- 620 -56 REC. OCTOBER 11, 2006 AS DOC. N0. 2006 - 0722714, OF OFFICIAL RECORDS AS -BUILT APPROVALS �� VSU D I: VRH ZL D is l flCl VSU D I: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD E APPROVED: GRADING PLAN FOR: 1310 SUMMIT AVENUE PUBLIC WORKS DATE: 4 -08 -20 J ��,�, RE7URN INTO SCRIPPS MEMORIAL HOSPITAL. ENGINEERS NAME DATE LAN G E R RESIDENCE RECORD FROM: ENCINITAS SURVEY CONTROL NETWORK PLANNING -- y, R.C.E. NO.: 44173 S NOWAK EDWARD I WIMMER REVIEWER CITY ENGINEER APN: 260 - 620 -07 ELEVATION: 173.376 DATUM: NAVD88 VINCENT L. SAMPO 5-x;_2.0 CITY ENGINEER DATE I INSPECTOR ENGINEER OF WORK EXP.: 6130121 DATE DATE PLANNING CASE NO: 16 -236 TPM/CDP Q 3 a c7 M N 0 N o E o? 1� IL _z K W i�i` o �O Z N � J z W d g A � 0 K Of w s z w J IRAWING 2 14471 -G I\ SHEET 2 OF 3 EXIS77NO 20' WIDE PRIVATE ACCESS EASEMENT IN FAVOR OF THE SUBJECT PROPERTY 16' EXISTING DRIVEWAY 125' 1.59 r>3yos o ' " ?o S D 2.5' r 5 TURFSTONE DRIVEWAY WIDENING DESIGN TO CONFORM WITH EXIS77NG ARCHITECTURE, THEME AND COLOR. SEE DETAIL 'E" EXISTING DRI VEWA Y CROSS SECTION , DESCRIPTION 1 " =5' APPROVED t79 GFh ..�3 $ 1 In• 9 I �� 1 156.90E 161.40FFr - POCQ W << , ;>�� •`' APPROXIMATE LOCATION < v o 2155 � i 31 16LO PAD EXISTING SEWER LATERAL o .. ` °SAWCUT LIVE , ¢ 4. a 2 Zti/ 2 2 15 D r ' • ' NO WORK THIS AREA -� 20'RYSB 54.72 l �b HP ¢ 5 °� �j,' ppN off° ' •` S_ 6 .TCj�� 6, � `� 5 I �� Rr •� Zp '0� N6776'S3'E 122.44' 9 PARCEL 1 �:, s 4j - 15.2 N677653E 134.92'1 6.20 HP - •` Q < J < 9 Ol s 52.3 D LL L 1 .1 20' YSB E P1 ¢ g y 57 �V,•. Q� 3 L / 3 ` • `k LLLLL Llal_"LLLL h _ •°' 0 6 , r�/j •`,r� ' <� LLLLLLLLLL♦ 3 C S . l/p' ; EXISTING LLLLLLLLLL ° q�� Ss S/� 1 Cr ,9 ,`.. ,0'D /Y < 25 LLLLLLLLL ••. ° RESIDENCE LLLLLLLLLL WALL r ` 'pol-Ir < L PLANTER IuL•LtLL 8 L 0 7 e� � � /Appe G< •1:�''/`%�.'•� S�2 L. LnL�LL 6LLLL PARCEL 3 / 21 p6� / L LLLLLLLLL NO WORK THIS AREA o VD L LLLLLL > soq (n LL L L 5' SYSB r>SA8 Foci 7 �� >SX? 9�s, �r 018' 3 / 1'�Q ' ` ' ` t '- - •$ ' n, a' , LL ! 6 �JSM� LLL r/ " _ LL L YS e 5 ¢ C ¢ 5 r�r 30 D RETAININ LL 0 ATRIU,^ 4 R 175.09' P 7 1 .,' L pq 6 5�' 97.98' 6 Sl7^ LL N6777'04E 27.107 `� ��`' i ' p , L 2 ��.' .. ..<' n One = Lp OCL9 . ' �< ,L <: " <h' •F <•t, <' <�' C1 `' `i `', (fj - Tyt�. �` /��/ �.'j�, a . << :�.G `` •' ``' . ", '1 2 21 q pgiC APH.260- 620 °66 G[J° Ll EX RE906VCE -- - r eol , , ` <' • • f �° ° `=� + !' �' 3.1 sus s ARM. 260-620-53 EX RES14QV,CE EX RESIDENCE ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED 12020 AS DOCUMENT NUMBER 2020- OF O.R. NEW R/W SUMMI T A VENUE 8' 8' 12' TO CL SAWCUT LINE PROPOSED 6" WIDE X 12• PROTECT EXISTING VARIES AC PAVEMENT 16" DEEP PCC FLUSH 2' 6" AND BASE CURB 57o MAX 2Z 12 " IN -PLACE A 0VbYLAY1O ACHIEVE UNIFORM SLOPE _ - - - - - • �T 4' HOT MIX AC OVER -PROPOSED PERMEABLE PAVER PARKING AREA ALONG -' ' -' ' '- BASE 6' CLASS # NSEMENC ACCESS SOUTH OF SUBDIVISIONUDING x 16" DEEP EA P WIDE FLUSH CURB INDICATES ELEVATION PER PLAN SUMMIT PERMEABLE PA VER CROSS SECTION DATE BENCHMARK DESCRIPTION: CITY OF ENCINITAS CP 1048 (INC-48) LOCATION: WEST OF INTERSTATE 5 AT THE NORTHEAST NTS • / - =l! -• 1�•�� =ice- ��' �• ��1��1�� sg ee d • , d e e d / lE 142.80 END 8" SS i, 1 %1 / Q O FIS�NCp'JpN yFq� �FT/l /lj�s, 6 "X16" PCC RUSH CURB OR DEEPENED G -1 CURB (WHERE OCCURS) SOIL SUBGRADE PI rPYI Ar A PYI r r,% A 1 /r P'\ f'1 I -rA II I l ri I nnA In rl r Tr r- f% /% r-,' NOTES- -A L L AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPAC7FD BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FTL 7ER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHL Y EXPANSIVE SOIL - SUBDRATN MAY BE REQUIRED LEGEND SYMBOL SUBDIVISION BOUNDARY - - PROPERTY LINE EASEMENT LINE --- - - - - -- EXISTING CONTOUR 150 EXISTING ELEVATION X 150.5, (150.5) PROPOSED CONTOUR 83 PROPOSED ELEVATION 8J.3Q CONCRETE IVASONRY RETAINING WALL PROPOSED PERMEABLE PAVERS DRIVEWAY LLLLLLLLLLLLL PROPOSED BMP AREA NOT TO BE MODIFIED WITHOUT CITY PERMISSION DRAINAGE SWALE -� DIRECTION OF FLOW INDICATES 3 4" IRON PIPE WITH PLASTIC PLUG STAMPED L 7655 WILL BE SET PER PM D INDICATES 2 "X24" IRON PIPE WITH PLASTIC PLUG STAMPED LS 7655 WILL BE SET PER PM KEY NOTES 0 1. DEMOLISH EXISTING P.C.0 DRIVEWAY 2. REMOVE AND SALVAGE EXISTING TREE J. PRO 7FCT EXISTING P.C.C. DRIVEWAY IN -PLACE 4. PRO 7FCT EXISTING POND IN -PLACE 5. DEMOLISH EXISTING S17E WALL 6. PRO 7FCT EXISTING 7REE IN -PLACE 7 DEMOLISH EXISTING P.C.C. PAVEMENT 8 PROPOSED PLANTER AREA 9. PROTECT IN -PLACE WA7FR SERVICE TO PARCEL 1 10. PROPOSED STREET DEDICATION TO THE CITY OF ENCINITAS 11. PROPOSED 2' TALL MASONRY WALL PER SDRSD C -4 12. DEMOLISH EXISTING TREE 13. PROTECT EXISTING MASONRY WALL IN -PLACE 14. REMOVE EXISTING P.C.C. CURB 15. 3' WIDE GRASS STRIP FOR BMP'S NOT TO BE MODIFIED WITHOUT CITYS PERMISSION 16. NEW PERMEABLE PAVERS DRIVEWAY. SEE DETAIL "E" 17. ON- STREET PARKING 8.5'X 24' 18. WIDEN CONCRETE DRIVEWAY WITH PERMEABLE CONCRETE TO ENSURE A MINIMUM WIDTH OF 20' DRIVEWAY SHOULD CONFORM WITH EXISTING ARCHI7ECTURE, THEME AND COLOR 19. SURVEY MONUMENT 314' IRON PIPE WITH PLASTIC PLUG STAMPED LS 7655. PROTECT IN PLACE 20. SURVEY MONUMENT LEAD & DISC STAMPED LS 7655. PROTECT IN PLACE 21. 6" WIDE X 16" DEEP PCC RUSH CURB 22 PERMEABLE PAVER PARKING AREA PER DETAIL E 23 SAWCUT LINE 24. TREE NOT SURVEYED. APPROXIMATE LOCATION. 25. PR07FCT EXISTING SI7F WALL IN -PLACE 26 PROTECT EXISTING GATE IN -PLACE 27 PR07FCT CALL BOX IN -PLACE 28. PR07FCT 6" PVC PRIVATE STORM DRAIN PIPE 29. CAUTION. GAS LINE PROTECT IN -PLACE 30. INSTALL M -10 WELL MONUMENT PER FINAL PARCEL MAP 31. DEEPENED FOOTING PER BUILDING PLANS UTILITIES 0 1. DISTRICT TO INSTALL 1 -INCH COPPER AA7FR LATERAL AND DUAL METER PER WAS WS -09, WC -17 AT OWNER'S EXPENSE. WA7ER SERVICE AND METER TO SERVE PARCEL 2 2. NOT USED J. 4" PRIVA7E SEWER LATERAL AND TRENCH RESURFACING 4. 4" PRIVA7E GRAVITY SEWER PIPE 0 27. MIN. SLOPE 5. GAS LINE AND 7RENCH RESURFACING 6. DISTRICT TO ABANDON EXISTING 314 -INCH LATERAL AND 518 -INCH METER AT OWNER'S EXPENSE. CAPACITY CREDIT TO BE APPLIED TO PARCEL 2 7 EXISTING WATER SERVICE AND METER TO PARCEL 1. DISTRICT TO EXTEND EXISTING 1 -INCH COPPER WATER LA7FRAL AND INSTALL METER BOX BEHIND PROPOSED PERVIOUS PAVER PARKING S7RIP AT OWNER'S EXPENSE NEW STORM DRAINAGE 0 1. 24" WIDE DRAINAGE SWALE PER DETAIL 'A' 2 BIO- INRL.IRALION BASIN (67 SF) PER DETAIL B' J. 6" PVC (5DR -35 MIN) PRIVATE STORM DRAIN PIPE 0 19 MIN. SLOPE 4. 12'X12' PRIVATE CATCH BASIN BY NDS OR APPROVED EQUAL EASEMENTS• L 1. EXISTING EASEMENT FOR INGRESS, EGRESS, DRIVEWAY AND UNDERGROUND UTILITIES IN FAVOR OF APN: 260- 620 -07 REC. JUNE 22, 2004 AS DOC. N0. 2004- 0581688, OF OFFICIAL RECORDS 2 EXISTING EASEMENT FOR INGRESS, EGRESS, DRIVEWAY AND UNDERGROUND UTILITIES IN FAVOR OF APN: 260- 620 -56 REC. JUNE 22, 2004 AS DOC. N0, 2004 - 0581689, OF OFFICIAL RECORDS J. EXISRNG ROAD ACCESS AND UTILITY EASEMENT IN FAVOR OF APN 260- 620 -07, REC. OCTOBER 11, 2006 AS DOC N0. 2006 - 0722716 OF OFFICIAL RECORDS 4. PROPOSED 5' WIDE PRIVATE U77LITY EASEMENT IN FAVOR OF PARCEL 1. AREA = 670 SF, TAKEN OUT OF PARCEL 2 GROSS AREA. 5. PROPOSED 5' WIDE PRIVATE DRAINAGE EASEMENT IN FAVOR OF PARCELS 2 AND J. 6. EXISTING EASEMENT FOR THE PURPOSE OF PUBLIC UTILITIES UNDERGROUND ELECTRIC FACILITIES IN FAVOR OF SDGE. REC. AUGUST 4, 2006 AS DOC. NO. 2006 - 0554089 OF OFFICIAL RECORDS AREA = 23 SF, TAKEN OUT OF PARCEL 1 GROSS AREA. 7 EXISTING EASEMENT FOR INGRESS, EGRESS, DRIVEWAY AND UNDERGROUND UTILITIES IN FAVOR OF APN: 260- 620 -56 REC. OCTOBER 11, 2006 AS DOC. N0. 2006 - 0722714, OF OFFICIAL RECORDS AS -BUILT APPROVALS �� VSU D I: VRH ZL D is l flCl VSU D I: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD E APPROVED: GRADING PLAN FOR: 1310 SUMMIT AVENUE PUBLIC WORKS DATE: 4 -08 -20 J ��,�, RE7URN INTO SCRIPPS MEMORIAL HOSPITAL. ENGINEERS NAME DATE LAN G E R RESIDENCE RECORD FROM: ENCINITAS SURVEY CONTROL NETWORK PLANNING -- y, R.C.E. NO.: 44173 S NOWAK EDWARD I WIMMER REVIEWER CITY ENGINEER APN: 260 - 620 -07 ELEVATION: 173.376 DATUM: NAVD88 VINCENT L. SAMPO 5-x;_2.0 CITY ENGINEER DATE I INSPECTOR ENGINEER OF WORK EXP.: 6130121 DATE DATE PLANNING CASE NO: 16 -236 TPM/CDP Q 3 a c7 M N 0 N o E o? 1� IL _z K W i�i` o �O Z N � J z W d g A � 0 K Of w s z w J IRAWING 2 14471 -G I\ SHEET 2 OF 3 KEY NOTES 0 1. DEMOLISH EXISTING P.C.0 DRIVEWAY 2. REMOVE AND SALVAGE EXISTING TREE J. PRO 7FCT EXISTING P.C.C. DRIVEWAY IN -PLACE 4. PRO 7FCT EXISTING POND IN -PLACE 5. DEMOLISH EXISTING S17E WALL 6. PRO 7FCT EXISTING 7REE IN -PLACE 7 DEMOLISH EXISTING P.C.C. PAVEMENT 8 PROPOSED PLANTER AREA 9. PROTECT IN -PLACE WA7FR SERVICE TO PARCEL 1 10. PROPOSED STREET DEDICATION TO THE CITY OF ENCINITAS 11. PROPOSED 2' TALL MASONRY WALL PER SDRSD C -4 12. DEMOLISH EXISTING TREE 13. PROTECT EXISTING MASONRY WALL IN -PLACE 14. REMOVE EXISTING P.C.C. CURB 15. 3' WIDE GRASS STRIP FOR BMP'S NOT TO BE MODIFIED WITHOUT CITYS PERMISSION 16. NEW PERMEABLE PAVERS DRIVEWAY. SEE DETAIL "E" 17. ON- STREET PARKING 8.5'X 24' 18. WIDEN CONCRETE DRIVEWAY WITH PERMEABLE CONCRETE TO ENSURE A MINIMUM WIDTH OF 20' DRIVEWAY SHOULD CONFORM WITH EXISTING ARCHI7ECTURE, THEME AND COLOR 19. SURVEY MONUMENT 314' IRON PIPE WITH PLASTIC PLUG STAMPED LS 7655. PROTECT IN PLACE 20. SURVEY MONUMENT LEAD & DISC STAMPED LS 7655. PROTECT IN PLACE 21. 6" WIDE X 16" DEEP PCC RUSH CURB 22 PERMEABLE PAVER PARKING AREA PER DETAIL E 23 SAWCUT LINE 24. TREE NOT SURVEYED. APPROXIMATE LOCATION. 25. PR07FCT EXISTING SI7F WALL IN -PLACE 26 PROTECT EXISTING GATE IN -PLACE 27 PR07FCT CALL BOX IN -PLACE 28. PR07FCT 6" PVC PRIVATE STORM DRAIN PIPE 29. CAUTION. GAS LINE PROTECT IN -PLACE 30. INSTALL M -10 WELL MONUMENT PER FINAL PARCEL MAP 31. DEEPENED FOOTING PER BUILDING PLANS UTILITIES 0 1. DISTRICT TO INSTALL 1 -INCH COPPER AA7FR LATERAL AND DUAL METER PER WAS WS -09, WC -17 AT OWNER'S EXPENSE. WA7ER SERVICE AND METER TO SERVE PARCEL 2 2. NOT USED J. 4" PRIVA7E SEWER LATERAL AND TRENCH RESURFACING 4. 4" PRIVA7E GRAVITY SEWER PIPE 0 27. MIN. SLOPE 5. GAS LINE AND 7RENCH RESURFACING 6. DISTRICT TO ABANDON EXISTING 314 -INCH LATERAL AND 518 -INCH METER AT OWNER'S EXPENSE. CAPACITY CREDIT TO BE APPLIED TO PARCEL 2 7 EXISTING WATER SERVICE AND METER TO PARCEL 1. DISTRICT TO EXTEND EXISTING 1 -INCH COPPER WATER LA7FRAL AND INSTALL METER BOX BEHIND PROPOSED PERVIOUS PAVER PARKING S7RIP AT OWNER'S EXPENSE NEW STORM DRAINAGE 0 1. 24" WIDE DRAINAGE SWALE PER DETAIL 'A' 2 BIO- INRL.IRALION BASIN (67 SF) PER DETAIL B' J. 6" PVC (5DR -35 MIN) PRIVATE STORM DRAIN PIPE 0 19 MIN. SLOPE 4. 12'X12' PRIVATE CATCH BASIN BY NDS OR APPROVED EQUAL EASEMENTS• L 1. EXISTING EASEMENT FOR INGRESS, EGRESS, DRIVEWAY AND UNDERGROUND UTILITIES IN FAVOR OF APN: 260- 620 -07 REC. JUNE 22, 2004 AS DOC. N0. 2004- 0581688, OF OFFICIAL RECORDS 2 EXISTING EASEMENT FOR INGRESS, EGRESS, DRIVEWAY AND UNDERGROUND UTILITIES IN FAVOR OF APN: 260- 620 -56 REC. JUNE 22, 2004 AS DOC. N0, 2004 - 0581689, OF OFFICIAL RECORDS J. EXISRNG ROAD ACCESS AND UTILITY EASEMENT IN FAVOR OF APN 260- 620 -07, REC. OCTOBER 11, 2006 AS DOC N0. 2006 - 0722716 OF OFFICIAL RECORDS 4. PROPOSED 5' WIDE PRIVATE U77LITY EASEMENT IN FAVOR OF PARCEL 1. AREA = 670 SF, TAKEN OUT OF PARCEL 2 GROSS AREA. 5. PROPOSED 5' WIDE PRIVATE DRAINAGE EASEMENT IN FAVOR OF PARCELS 2 AND J. 6. EXISTING EASEMENT FOR THE PURPOSE OF PUBLIC UTILITIES UNDERGROUND ELECTRIC FACILITIES IN FAVOR OF SDGE. REC. AUGUST 4, 2006 AS DOC. NO. 2006 - 0554089 OF OFFICIAL RECORDS AREA = 23 SF, TAKEN OUT OF PARCEL 1 GROSS AREA. 7 EXISTING EASEMENT FOR INGRESS, EGRESS, DRIVEWAY AND UNDERGROUND UTILITIES IN FAVOR OF APN: 260- 620 -56 REC. OCTOBER 11, 2006 AS DOC. N0. 2006 - 0722714, OF OFFICIAL RECORDS AS -BUILT APPROVALS �� VSU D I: VRH ZL D is l flCl VSU D I: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD E APPROVED: GRADING PLAN FOR: 1310 SUMMIT AVENUE PUBLIC WORKS DATE: 4 -08 -20 J ��,�, RE7URN INTO SCRIPPS MEMORIAL HOSPITAL. ENGINEERS NAME DATE LAN G E R RESIDENCE RECORD FROM: ENCINITAS SURVEY CONTROL NETWORK PLANNING -- y, R.C.E. NO.: 44173 S NOWAK EDWARD I WIMMER REVIEWER CITY ENGINEER APN: 260 - 620 -07 ELEVATION: 173.376 DATUM: NAVD88 VINCENT L. SAMPO 5-x;_2.0 CITY ENGINEER DATE I INSPECTOR ENGINEER OF WORK EXP.: 6130121 DATE DATE PLANNING CASE NO: 16 -236 TPM/CDP Q 3 a c7 M N 0 N o E o? 1� IL _z K W i�i` o �O Z N � J z W d g A � 0 K Of w s z w J IRAWING 2 14471 -G I\ SHEET 2 OF 3 14471 -G I\ SHEET 2 OF 3 DES /L TING BASIN NOTE.• BIOINFIL IRA 77ON BASIN SHALL BE EXCAVATED AND USED AS DESIL RNG BASINS DURING CONSTRUC77ON. THE SIL T SHALL BE COMPLETE[ Y REMOVED AND THE BIOINFIL IRA DON BASIN COMPLETED ONCE FINAL SITE S7ABILlZARON IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL. SEE CALIFORNIA STORMWA TER QUALITY ASSOCIA DON (CASQA) STANDARD DWG. NO TC -1 FOR ADDITIONAL INFORMATION w APH. /�9p9 APH. 260-620-0 a EX RESIDENCE • 141.2 PAD. SS' � X /�9S I f J O I /$�?p SD -SD 25' MIN MATCH EXISTING GRADE TYPICAL STABILIZED CONSTRUCTION ENTRANCE NO SCALE NOTE GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE. 20 10 0 20 40 SCALE: 1" = 20' ap�o �60�6�0��16 Ar 13303-0 X 152 - APH. 260-053-03 EX RESIDENCE PAD.` 156.2 1EMPa?ARY VELOCITY alEff /sus` m / VERIFY 156.50 TW DAM PER DETAIL 'G' d' CASQA CONTRACTOR TO / \ a 154 30 TG 11 DETAIL S 4 g j Yh.�J h 1- $ 13 / 33 �65 151.50 /E 4 (154.5144.5 %Earn t - 5 VELBAG IN 155.4 G T IR N E CE OP OF ALL 15 . lE 1 O1ECl10N PER DETAIL l' & 149.990' A TAIL -10 _ 24 _ 128. LL LL, NEW ARAM XqV 9 = P°�0r� l �0�fl �� 9 �� fl ��fl ' 153.5 FG` 2 L PAD 155.0 4 . 2 155. FS j y, a , 151.0 BTM p 155. FS S 8 M, APH.. 260 °620 °([ 5 154. 3 ,ii 1L APPROXIMATE LOCAPON EXISTNG SEWER LA7ERAL AWCUT L#Nf 2 1 4. 2 gltij 2 NO WORK THIS AREA C Sp ; • < < N 4 ' 8 s ? 20'RYSB 5 29 N ?p 4 nor 9'` ' - .9 y PARCEL 1 52.3 < c s 20' YSB FU• E P1 3 < 4' LL L 6 LLL q " ` < ' `'` • `y '' [LLLL L LLILL[ Sl t ��nnLLL�yL 4 9 /'ps '' �np • ; EXIS17NG LLLLLLLLLL �pp/r PLANTER RESIDENCE LLLL�LLLL :3 1 K LL 8 7 _ LJLL_� PARCEL 3 /ppp� qG ,R -CZ.0 I `S22 LLLL 16 LLL P gGL,J` •.G�' L L LLLL N p 1J LLLLLLLLLL cV 40/. 11111 EX GARAGE PAD.` 155.8 TEMPORARY SILT FENCE PER DETAIL H' CASQA DETAIL SC -1 to °a j 1559 0 156.3 W RESIDENCE \ L FF 156.90 I PARCEL Y' e f f? D 156.2 gp_�yV f L � ' 156.2 FG all 11, �s ' I / lE 142.80 END 8" SS 7 19 0e; r 2�. Z8� 3 0 RETAININ WALL n A1RIU .^ E-41RIUMA 175.09' 77 ., ' L - a 5 ' 97.98' 6 Sl1 ° LL D�. Sl��'� —j —.�i JJ. < r ' • •• • • , - - N677TD4 <E< 27J.07' ` \ \•' /� L n LLLLLLL �r Pm APH. 260 - 620 -56 pi, EX RE SIDENCE TEMPORARY SILT FENCE n ` • o o - -t ' • , 6 PER DETAIL H' CASQA DETAIL /5�6 �,.. }3 PCL 1, PM 912 24" WIDE (MIN.) WEIR OPENING FOR DRAINAGE OVERFLOW 2 BAGS HIGH (T1P.) ------ WHERE NECESSARY RESIDENCE ' ' aPH: 260-620-53 EX RESIDENCE SEE CALIFORNIA STORMWA TER QUALITY ASSOCIA DON (CASQA) STANDARD DWG. NO SE -4 FOR ADDITIONAL INFORMATION REoON OF F�0`i✓ D\ TYPICAL VELOCITY CHECK DAM NO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: CITY OF ENCINITAS CP 1048 (INC-48) LOCATION: WEST OF INTERSTATE 5 AT R/I NORTHEAST _1I1 WOVEN FABRIC GRAVEL BAGS STAGGERED (TYP.) 1. SET POSTS AND EXCAVATE A 4" WIDE X 4" DEEP TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. f 1 /24" N / Y i Y I Ilk I Y 2'X2 "WOODEN POST OR APPROVED EQUAL 4 INCHES 2. A TTACH THE SIL T FENCING MA TERIAL TO THE POSTS AND EXTEND 3 BACKFILL AND COMPACT THE INTO THE TRENCH. EXCAVATED SOIL. 1�111I I J lid „�— ..,III„ N07E.- ALTERNATIVE SILT FENCE CONSIRUCTION MAY BE USED IF FIRST APPROVED BY THE ENGINEER OF WORK AND THE INSPECTOR TYPICAL SILT FENCE rawroliwv., �r�1 0 FLOW SEE CALIFORNIA STORMWAIER QUALITY ASSOCIA RON (CASQA) STANDARD DWG. NO. SE -1 FOR ADDI RONAL INFORMA PON /Q p yFgp ��l /7jFS 4' PVC PIPE FOR DRAINAGE DEPENDING ON FIELD CONDI BONS TYPICAL INLET PROTECTION NO SCALE SEE CALIFORNIA STORMWA TER QUALITY ASSOCIATION (CASQA) STANDARD DWG. NO. SE 10 FOR ADDI DONAL INFORMA DON WOVEN FABRIC GRAVELBAG -BUILT APPROVALS NOTE CONS7RUCT SEDIMENT V CH D is BARRIER AND CHANNELIZE RUNOFF ENGINEERING DIVISION APPROVALS _20'R MIN. TO SEDIMENT TRAPPING DEVICE VS Z L VSs IL _z K WIDTH AS REQUIRED DATE PLANS PREPARED UNDER TO ACCOMODAIF REC APPROVED: o ANRCIPATED O PUBLIC WORKS TRAFFIC J � %Ar~ CORRUGATED 1310 SUMMIT AVENUE STEEL PANELS Z W 25' MIN MATCH EXISTING GRADE TYPICAL STABILIZED CONSTRUCTION ENTRANCE NO SCALE NOTE GRADING INSPECTOR MAY ALLOW CORRUGATED STEEL PANELS ONLY WITHOUT AGGREGATE. 20 10 0 20 40 SCALE: 1" = 20' ap�o �60�6�0��16 Ar 13303-0 X 152 - APH. 260-053-03 EX RESIDENCE PAD.` 156.2 1EMPa?ARY VELOCITY alEff /sus` m / VERIFY 156.50 TW DAM PER DETAIL 'G' d' CASQA CONTRACTOR TO / \ a 154 30 TG 11 DETAIL S 4 g j Yh.�J h 1- $ 13 / 33 �65 151.50 /E 4 (154.5144.5 %Earn t - 5 VELBAG IN 155.4 G T IR N E CE OP OF ALL 15 . lE 1 O1ECl10N PER DETAIL l' & 149.990' A TAIL -10 _ 24 _ 128. LL LL, NEW ARAM XqV 9 = P°�0r� l �0�fl �� 9 �� fl ��fl ' 153.5 FG` 2 L PAD 155.0 4 . 2 155. FS j y, a , 151.0 BTM p 155. FS S 8 M, APH.. 260 °620 °([ 5 154. 3 ,ii 1L APPROXIMATE LOCAPON EXISTNG SEWER LA7ERAL AWCUT L#Nf 2 1 4. 2 gltij 2 NO WORK THIS AREA C Sp ; • < < N 4 ' 8 s ? 20'RYSB 5 29 N ?p 4 nor 9'` ' - .9 y PARCEL 1 52.3 < c s 20' YSB FU• E P1 3 < 4' LL L 6 LLL q " ` < ' `'` • `y '' [LLLL L LLILL[ Sl t ��nnLLL�yL 4 9 /'ps '' �np • ; EXIS17NG LLLLLLLLLL �pp/r PLANTER RESIDENCE LLLL�LLLL :3 1 K LL 8 7 _ LJLL_� PARCEL 3 /ppp� qG ,R -CZ.0 I `S22 LLLL 16 LLL P gGL,J` •.G�' L L LLLL N p 1J LLLLLLLLLL cV 40/. 11111 EX GARAGE PAD.` 155.8 TEMPORARY SILT FENCE PER DETAIL H' CASQA DETAIL SC -1 to °a j 1559 0 156.3 W RESIDENCE \ L FF 156.90 I PARCEL Y' e f f? D 156.2 gp_�yV f L � ' 156.2 FG all 11, �s ' I / lE 142.80 END 8" SS 7 19 0e; r 2�. Z8� 3 0 RETAININ WALL n A1RIU .^ E-41RIUMA 175.09' 77 ., ' L - a 5 ' 97.98' 6 Sl1 ° LL D�. Sl��'� —j —.�i JJ. < r ' • •• • • , - - N677TD4 <E< 27J.07' ` \ \•' /� L n LLLLLLL �r Pm APH. 260 - 620 -56 pi, EX RE SIDENCE TEMPORARY SILT FENCE n ` • o o - -t ' • , 6 PER DETAIL H' CASQA DETAIL /5�6 �,.. }3 PCL 1, PM 912 24" WIDE (MIN.) WEIR OPENING FOR DRAINAGE OVERFLOW 2 BAGS HIGH (T1P.) ------ WHERE NECESSARY RESIDENCE ' ' aPH: 260-620-53 EX RESIDENCE SEE CALIFORNIA STORMWA TER QUALITY ASSOCIA DON (CASQA) STANDARD DWG. NO SE -4 FOR ADDITIONAL INFORMATION REoON OF F�0`i✓ D\ TYPICAL VELOCITY CHECK DAM NO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: CITY OF ENCINITAS CP 1048 (INC-48) LOCATION: WEST OF INTERSTATE 5 AT R/I NORTHEAST _1I1 WOVEN FABRIC GRAVEL BAGS STAGGERED (TYP.) 1. SET POSTS AND EXCAVATE A 4" WIDE X 4" DEEP TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. f 1 /24" N / Y i Y I Ilk I Y 2'X2 "WOODEN POST OR APPROVED EQUAL 4 INCHES 2. A TTACH THE SIL T FENCING MA TERIAL TO THE POSTS AND EXTEND 3 BACKFILL AND COMPACT THE INTO THE TRENCH. EXCAVATED SOIL. 1�111I I J lid „�— ..,III„ N07E.- ALTERNATIVE SILT FENCE CONSIRUCTION MAY BE USED IF FIRST APPROVED BY THE ENGINEER OF WORK AND THE INSPECTOR TYPICAL SILT FENCE rawroliwv., �r�1 0 FLOW SEE CALIFORNIA STORMWAIER QUALITY ASSOCIA RON (CASQA) STANDARD DWG. NO. SE -1 FOR ADDI RONAL INFORMA PON /Q p yFgp ��l /7jFS 4' PVC PIPE FOR DRAINAGE DEPENDING ON FIELD CONDI BONS TYPICAL INLET PROTECTION NO SCALE SEE CALIFORNIA STORMWA TER QUALITY ASSOCIATION (CASQA) STANDARD DWG. NO. SE 10 FOR ADDI DONAL INFORMA DON WOVEN FABRIC GRAVELBAG -BUILT APPROVALS � D I: V CH D is l flCl U D iAS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT VS Z L VSs IL _z K INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC APPROVED: o GRADING PLAN FOR: O PUBLIC WORKS N J DATE: 4 -08 -20 %Ar~ 1310 SUMMIT AVENUE RETURN INTO SCRIPPS MEMORIAL HOSPITAL. ENGINEER'S NAME DATE PLANNING Lam-- -� S NOWAK EDWARD J. WIMMER [ANGER RESIDENCE RECORD FROM: ENCINITAS SURVEY CONTROL NETWORK ``�' R.C.E. NO.: 44173 -�� // 4 CITY ENGINEER APN: 260 - 620 -07 ELEVATION: 173.376 DATUM: NAVD88 REVIEWER VINCENT L. SAMPO sl d - �_C) 5 /Z6 /ZO CITY ENGINEER DATE INSPECTOR ENGINEER OF WORK EXP.: 6/30/21 DATE DATE PLANNING CASE N0: 16- 2361PM /COP Q 3 a c� M N 0 N 14471 -G I\ SHEET 3 OF 3 0 o E (3 N IL _z K cy W` o O Z N J Z W g d� 0 W Of LJ z s w DRAWING J 2 14471 -G I\ SHEET 3 OF 3 0