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2019-14366 G (Plans)RIGHT OF WAYNOTE OWNER IS TO OBTAIN A CONSNUCTON 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. i ru ira un rr ALL UTILITIES SERVNG THIS SITE SHALL BE INSTALLED UNDERGROUND. 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICA77ONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CON57RUCRON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPEC770N. 2. THE SOILS REPORT TITLED "GEOTECHN/CAL INVES77CA RON AND DESIGN RECOMMENDA ]TONS FOR PROPOSED GREENHOUSE STRUCTURE, 441 SAXONY CALIFORNIA L EIREPORT 2018 BE CONSIDERED AS APRIHIWDPLAN. ALL GRADING SHALBE DONE ACCORDANCEWTH THE RECOMMENDA77ONS AND PECIFICATONS CONTAINED IN SAID REPORTS 3 SEPARATE APPROVALS AND PERMITS FOR ANY CONSNUC77ON WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNC77ON WITH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSIIE GRADING. 5. CON7RACTOR SHALL TAKE ANY NECESSARY PRECAURONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERA RONS, 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 OPERA77NvG WITHIN ONE-HALF (1/21 MILE OF A S7RUC7URE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M NNOKR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING oPERA77ONS SHALL COMMENCE UN77L A PRE-CONSTRUC77ON MEE77NG HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONIRACTOR AND PERMIT7EE. THE PRE-CONS7RUCRON MEE77NG SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 10, PRIOR TO HAULING DIRT OR CONS7RUC770N MATERIALS TO ANY PROPOSED CONS7RUCHON SITE 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 CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERA7ON. 11. UPON FINAL COMPLE77ON 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 NO. 14366-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE W11H THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN" THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER NiO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE /NSPECIED AND 7ES7ED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIREC77ON HE SHALL INSPECT AND TEST 771E EXCA VA7ONN PLACEMENT AND COMPAC77ON OF FILLS AND BACKFILLS AND COMPAC77ON OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLE77ON OF GRADING OPERA77ONS 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 EXCAVATED SURFACES TO PROVIDE POS177VE DRAINAGE AND PREVENT POND/NG OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 77ME AS PERMANENT DRAINAGE AND EROSION CONTROL 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 SPECIFICA RON. ALL VEGETABLE MATTER AND OBJEC77ONABLE 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 CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICARONS 15. CUT AND FILL SLOPES SHALL BE CUT AND 7RIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVARON AND EMBANKMENTS SHALL BE SHAPED, PLANED, AND 7RIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDIRON. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVA77ON 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 W11H THE GRADING ORDINANCE. 16. ALL EOR 07HERWSE DISPOSED OF OFF 7HE SITE BY THECONIRACfOR SOSAS ND 07HER TO LEA VE THE AREASBLE MA IHA T HARIAL SHALL VE BEENCLEARED WITH A NEA PILED AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCA77ON 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 CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. IREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONS7RUC770N UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCA VA RON, OR DIS71IRBANCE OF CITY TREE ROOT SYS7EMS SHALL OCCUR WITHIN THE CITY 7REE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A 7REE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJEC17ON ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACRKTY, THE PROJECT CONTRACTOR SHALL DIVERT DIRECT OR TEMPORARILY HALT GROUND -DISTURBING AC77071ES IN THE AREA OF DISCOVERY TO ALLOW EVALUARON OF THE SIGNIFICANCE OF SUCH RESOURCES THE PROJECT APPLICANT SHALL IMMEDIATELY N077FY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE 77ME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE( SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTA77ON WITH THE DEVELOPMEN SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUA77ON PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING AC77VI7/ES 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 CONS 7RUCRON AClRWTY, THE PERSON RESPONSIBLE FOR THE EXCA VA RON, OR HIS OR HER AUTHORIZED REPRESENTA RVE, SHALL IMMEDIATELY N077FY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVA77ON OR DISTURBANCE OF THE DISCOVERY OR ANY/NEARBY AREA REASONABLY SUSPECTED TO OVERLIE )ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED AORONERLOCIST HAS MADE THE NECESSARYAFNDINGS AS LTORALLY ORIGINAANDATEDDISPOS 71AON PUR UAMERICAN NT T 0 PUMONITOR, ICI RESOURCES CODE 5097 98. ITHE SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTNCYON EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT 171E AREA WOULD BE PROTECTED (AS DETERMINED BY 7HE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATVE AMERICAN MONITOR, AND CONSULTA77ON AND 7REATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURIHER DEFINED BY STATE LAW 7HE CORONER WO LD DETERMINE WTHIN TWO WORKING DAYS OF BEING NORFIED IF THE REMAINS ARE SUBJECT TO HIS OR HEIR AUTHORITY. IF THE CORONER RECOGNIZES 771E REMAINS TO BE NA77VE AMERICAN, HE OR SHE SHALL CONTACT THE NA77VE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT 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. SI7E g ST. ENCINITAS B7/ip C ST. D ST E ST iE- z m cn cn cn o VICINITY MAP NOT TO SCALE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DEMPSEY SAWYER AT (760) 707-9897, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER I TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUC77ON OF TEMPORARY EROSION CONIROL MEASURES WHEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. 7HE CONTRACTOR SHALL INSTALL ADD177ONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA7ON OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT PUBLIC 7RESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07EN77ALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORA IED 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 PROTECTIVE 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 AF7ER EACH RAINFALL. STORMWATER POLL UTION CONTROL POST CONSTRUCTION BMP IMP NOTES 1. FOR STORM WATER POLLU77ON 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 SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WAIER POLLU77ON CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACIL177ES AND/OR TO 7URF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SIZE 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 ADEQUA IE 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 ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACIL177ES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WNHOUT A PERMIT FROM THE CITY. 7. THE /NSTALLA T/ON OF ADD177ONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR 7HAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXIS77NG AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRAC77CE REQUIREMENTS THE ]RASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN W47ER TO EN7ER 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 DUMPS7ER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE ]RASH ENCLOSURE AREA. THE BERM CAN BE CONSNUC7E0 WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPS7ER IN AND OUT THE H AN ADE UA7ELY SIZED OIL GREASE A DRAIN INA7 DISCHARGES THROUGH ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE Q SEPARATOR AND /S THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLAN7ERS OR THE STORM DRAIN SYSTEMM, A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES• 1. W47ER MAINS, LATERALS AND APPUR7ENANCES SHALL BE CONSNUCIED ACCORDING TO THE STANDARD SPECIRCARONS OF THE CURRENT WAIER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONS777UTE REPRESENTA77ON AS TO THE ACCURACY OF, THE LOCATON OF, OR THE EXISTENCE OR NON-EXIS7ENCE OF, ANY UNDERGROUND UTILITY, PIPE OR S7RUCTURE WITHIN THE LIMITS OF THIS PROJECT. J. ALL EXIS77NG FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING W17HIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WA7ER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WA TER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILIITES MUST MEET CURRENT WA7ER AGENCIES' STANDARDS CORM/T7EE (WASC) STANDARDS /F FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. U77LI77ES TO MAINTAIN MINIMUM 5-FOOT SEPARATON WHEN PARALLELING WATER SERVICES 6. MINIMUM HORIZONTAL SEPARA77ON OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAUL IS 7. ALL WATER SERVICES TO BE CONSTRUCIED CLEAR OF DRIVEWAYS AND ALL OTHER IRA VELED WAYS WA7ER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB 1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE C0NS7RUC710N OR REPAIR OF ALL POTABLE W47ER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MA7ER/ALS TO BE NO -LEAD BRASS PARTS 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTEC77ON IN ACCORDANCE WITH WC-17 OR WC-18. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONS TRUC TION A C TIVITIES CONCRETEWASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWAYR CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATON. CONSTRUCTION S/TEACCESS A STABILIZED CONSTRUCTION S17F ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SIZE THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGAIED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONS7RUC770N VEHICLES PARKING, VEHICLE REFUELING, AND ROU77NE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SILT EROSION CONTROL EROSION CON7ROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETA RON, AND BONDED FIBER MATRIX. NO EXCA VA PON AND GRADING AC RW 77ES ARE ALLOWED DURING WET WEA 7HER. DIVERSION DIKES SHALL BE CONSTRUCIED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SIZE CONIRACTOR SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONIROL MEASURES REMOVE EXISTING VEGETA77ON ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUC7ED IN PHASES TO AVOID UNNECESSARY REMOVAL OF 171E NA7URAL GROUND COVER. DO NOT REMOVE 7REES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETARON MUST BE PLA.N70 ON SLOPES OR WHERE CONS7RUCRON /S NOT IMMEDIATELY PLANNED FOR EROSION CONIROL PURPOSES EROSION SHALL BE PREVENTED BY PLAN77NG FAST-GROWNG ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL, PLANT PERMANENT VEGETA77ON AS SOON AS POSSIBLE, ONCE EXCA VA RON AND GRADING AC77VITIES ARE COMPLETE. WA7ER USAGE FOR DUST CON7ROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONIRACTOR 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 POLLU77ON OF STORMWA TER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMW47ER STORMWA7ER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PR07ECIED WITH SOIL STABILIZA77ON MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUC77ON IN THE CITY OF ENCINITAS SHALL BE (RAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONIROL REQUIREMENTS. THESE BMP 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 CONSTRUCRON MATERIALS DUMPING OF UNUSED OR WASIF PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYS7EM IS S7RICR.Y PROHIBITED. NO SEEPAGE FROM ANY DUMPS7ER SHALL BE DISCHARGED INTO STORMWAIER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPS7ERS TO DIVERT THE NA 7URAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENIZ Y FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPS7ERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS /N ORDER TO AVOID RAIN CONTACT WITH ANY ]RASH MATERIAL. MANY CONSTRUC77ON MATERIALS, INCLUDING SOLVENTS, WAIER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE M47FRIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR NFORMA RON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL IHE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR NFORMA77ON ON LANDFILLS AND TO ORDER DUMPSTSRS CALL EDCO AT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE ]RASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE /N GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRA/N INLETS ON PERVIOUS SURFACES ALL CONSTRUC77ON DEBRIS SHALL BE KEPT AWAY FROM THE S7REET, GUTTER, AND STORMDRA/N. CONTRACTOR MUST ROU77NFLY CHECK AND CLEAN UP MATERIAL 7HAT MAY HAVE TRAVELED AWAY FROM C0NS7RUC77ON SI7E FOR MORE INFORMATION ON STORMWATER POLLU77ON CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633-2770. 1. THE EXISTENCE AND LOCA77ON OF UNDERGROUND UTILITY PIPES AND SRUC7URES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE ]HERE ARE NO EXISTING U77LIRES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU77ONARY MEASURES TO PR07ECT ANY EXIS77NG U77LI77ES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR SNUCIURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF U77LIRES AND NORFICA770N OF COMMENCEMENT OF WORK.• A. SEWERS -ENCINITAS SANITAPON DISIRICT - (760) -633-2700 B. GAS & ELECIRIC - SDGE - (760) 438-6200 C. WATER - SAN DIEGUITO WATER DISTRICT - 1-800-227-2600 D. TELEPHONE - SBC BELL - (760) 489-3411 E. CABLE TV - COX COMMUNICA7701VS - (760) 806-9809 X2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE. (760) 633-2770. J. THE CONIRACTOR SHALL GIVE 24 HOURS NORCE ON CALLS FOR INSPECTON. PHONE (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTON WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUSAREA SUMMARY IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 1,878 SF IMPERVIOUS AREA AFIER CONSTRUCTION.• 8,117 SF IMPERVIOUS AREA INCREASE. 6,239 SF IMPERVIOUS AREA NEW 7,676 SF IMPERVIOUS AREA REPLACED: 441 SF STORM WA7ER STATEMENT THE BIO-FIT IRA77ON BASIN W/ PAR77AL RETEN77ON HAS BEEN SIZED USING THE HMP SIZING FACTOR. BIO-FIL IRA77ON BASIN W/ PAR77AL RETEN77ON AREA=1,733 SF REQUIRED, 1,739 SF PROVIDED. PUBLIC WORKS I PLANNING DIVISION OWNER IF ENCINITAS PROPERTIES, LC 441 SAXONY ROAD. ENCINITAS, CA 92024 (760) 707-9897 S/TEADDRESS 810 ECKE RANCH ROAD ENCINITAS, CA 92024 ASSESSOR'S PARCEL NO. 256-330-62 LEGAL DESCRIPTION PARCEL 1 AND 2 OF CER77FICA IE OF COMPLIANCE RECORDED JUL Y 28, 2000 AS FILE NO. 2000-OJ99848 OF OFFICIAL RECORDS OWNER'S CERTIFICATE I (WE) HEREBY CER77FY IHAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING AC77VlTY AND ADVISE ON THE COMPAC77ON AND STABILITY OF THE SITE l (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, HARMLESS FROM AND AGAINST ANY AND ALL OFFICIALS, EMPLOYEES, AND AGENTS HA , LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACRONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE ]HEREOF, ARISING OUT OF, OR IN ANY MANNER CONNEC70 DIRECTLY OR INDIREC71 Y WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCON7RACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSIRUC77ON COVERED IN THE PERMIT OR CONNEC70 DIRECIZY OR INDIRECIIY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBIC EASEMENTS SICNATURE.•_ IF ENCINITAS EY, PRESIDENT AND C.E.O. LLC A CALIFORNIA LIMI7ED LIABILITY COMPANY STATEMENT OF ENGINEER OF WORK DATE• I � 1 / I LEGEND PROPERTY BOUNDARY PROPERTY LINE/RIGHT OF WAY SETBACK LINE EASEMENT LINE DAYLIGHT LINE EXISTING CONTOUR EXISTING ELEVA77ON NEW CONTOUR NEW ELEVA 77ON DIREC77ON OF FLOW CONCRETE PAVEMENT BIO-FIL NA77ON W/PARRAL REIEN77ON BASIN PRIVATE CATCH BASIN CMU RETAINING WALL 7HE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF THE ENGINEER'S 7RADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WIIH THE RULES AND RECULA77ONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXIENT 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 THE ENGINEER IS NOT A DEIERMINA77ON BY THE CITY OF ENCINITAS OF THE 7ECHNICAL 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 THE 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 AC77NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. / Z / T y • v � Q DATE NATURE. ,/./ S sic E S F / 0 0 N VINCENT L. SAMPO �OQ �� L. S 91�, COMPANY SAMPO ENGINEERING, INC. No. 44173 z ADDRESS: 171 SAXONY ROAD, STE. 213 ENCINITAS CA. 92024 ICJ F�l PHONE NUMBER. • (760) 436-0660 06-30-21 RCE EXPIRES. • 6/30/21 9%F C w SOILS ENGINEER'S CERTIFICATE OF C\� /, JEFFREY A. CHANGY, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS /N THE FIELD OF APPLIED SOIL MECHANICS, HEREBY STATE THAT IT IS OUR PROFESSIONAL OPINION THAT A SAMPLING AND STUDY OF THE SOIL COND177ONS PREVALENT WITHIN THIS SI7E WAS MADE BY ME OR UNDER MY DIREC77ON ON SEPTEMBER 21, 2018. ONE COMPLETE COPY OF THE SOILS REPORTS COMPILED FROM THIS S7UDY, WITH MY RECOMMENDARONS, HAS BEEN SUBMITTED TO THE OFFICE OF 171E CITY ENGINEER. FURTHERMORE, l HAVE REVIEWED 7HESE GRADING PLANS AND IT IS OUR PROFESSIONAL OPINION THAT THE RECOMMENDARONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICAPONS. c ONAL a 0 { �,N Q? Q' No.2636 - N SIGNED: CERTIFIED PAUL J. DERISI ENGINEERING �Ir GEOLOGIST CEG NO.: 253E s�qpp CAI-�Fp��`� OFES � / QR S/ ON SIGNED.•11 ti`"e�toc�e,�� A. JFT . HANEY 0, m m No.2314 m GE 2314 a c v :0 RCE.• 46544 * r p C�N��,Q COMPANY ADVANCED GE07ECHNICAL SOLUTIONS, INC. OFCAti 9707 WAPLES STREET, SUI7E 150 SAN DIEGO, CA 92121 PHONE NUMBS EARTHWORKDATA r- MAXIMUM VER77CAL DEPTH OF CUT = 5.0 FEET MAXIMUM VER77CAL DEP11 OF FILL = 6.3 FEET CUT = 330 CY FILL = 2,000 CY IMPORT= 1,670 CY REMEDIAL = 349 CY (1' REMOVAL AND RECOMPACRON UNDER, AND 5' OUTSIDE OF BUILDING AREAS) AREA OF LAND DIS7URBANCE= 24,516 SF PARKS AND RECREATION SIGN DA TE BMP PROJECT STA TUS PRIORITY HMP PRIORITY STORMWATER TREATMENT FACILI77ES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORYWATER 7REATMENT AND STORYWATER POLLUTION CONTROL FACILITIES" RECORDED ON I - I _� -I� AS DOC. # �101 q - 0,1�1 OO7P SANDIEGUITOWATERD/STR/CT I ENCIN/TASF/REDEPARTMENT IGN DA TE ►�1191,q Sl N DA TE CHANGE NO. DESCRIPTION APP VED DATE BENCHMARK ASBUILTAPPROVALS DESIGNED BY- DRAWN BY.• CHECKED BY ENGINE R/NGDIVIS/ONAPPROVALS CITYOFENCINITAS-DEVELOPMENTSERVICESDEPARTMENT DRAWING NO. AO AO u<s 2.5" BRASS DISC STAMPED ENC-26 L.S. 7322 ----- /-3/-22 INT. DA IE PLANS PREPARED UNDER SUPERVISION OF _ � DATE ' l2 v 1• ��� R.C.E. NO.: 44173 VINCENT L. SAMPO ENGINEER OF WORK EXP. 6/30�21 RECOMM N //' D: v - SIEVE 7TW EDWARD J. W/MM l I (� CITY EN EER _ 1 DATE DATE GRADING PLAN FOR: 8f0 ECKE RANCH ROAD PROFITAGRO GREENHOUSE APN.• 256 33D-62 PLANNING CASE N0. 18-204 ADR CDP 14366-G ICK rG Z PUeLIc woRKs VINCENT I SAMPO DA I[ 1 1 2Z PLANNING REVIEWER SHEET 10F4 INSPECTOR 2/� I U 0 Z I � h �az ti QZ s L5 jn wz do �o NO. DESCRIPTION III 1 I i II II f , -- TREES �4 II III _ --t_ UNION ' 24 GREEN,ffOITSFFORLEICffTAGFOI[NDATION-SIOEC)Uj"NCff ROAD \\\\ r TREES TREES ti IN TREES ��\i\ \ J N8821'43"W 75.26' j ®— -z/. / _ \ QUAIL GARDENS LN. '•..,` I p � _. --- �' I -- _.._. _ -_ _ -- - — — � �- - � - ®®- - � - - %``--'5---==---_��\-�\�, ' r ;' %�-tit jJ-` i �. \ - ,7 l g— — _ -- - _ ;�(' �\--- 9TREES PARG�Z A I I NEW , _ i I I) !� ^ t N016t92'11 �Y 15909' I) IIII 12 i N � I � , II I APIW� 256-3,10-62 = GREEN- 7 / HOUSE 1111 NEW BTO-BASIN W I iI ------- 11 If N8820'33"W 485.43' v% NEW! IMPROIiE F I �� �II 1\+ +C*\+\ - \ \ vv++, \ \" v y1v vv� x \\ (CNN \\ \ (I` I (_,_ - -- I•r- � I { � � i X---°-----x---°/ � `�` � ( 1 ° PR/VALE ROAD II 1 I �, , PARCl�hjB/� Q j - - -- - �r1 IJ y i I /YL7e 2 JJI/�W TREES I S�• ( EES\—+\;+ ,11� h 4=4635 II I U L-18.70 l d=5448' 8" I I i �I I I 1 2 —i 1 j t �i / \\\ R 75.00 I _ i I x „ l \ 1 1 \ , __ 15 l;x L-7175 � ' �; \\ J JI -----------.-------- - ----- --- / v + \-. © -_- - EKE-_ - - - RANCH_ _ 21:7"_ t - ------ 13 �' ( I . r •' ° (PRIVATE) } -� I I N1106 39 E 59.51 \ _ • 1 \ \ i f I% __ - ` \ \ I I L = 1 1 ,1 `ate--- — - —' _ - - ;I - -. i I I_ j N884632 W 204.78 _ _ / R , +� ' If, �, +i �LI---------------=—=--------- ` rf Ili '�'; i'i 5 _ + hfl _ 3474 32" I _ _ N4521'll°E 4228,,,, L_1�-------- - ---- __ � I PARCEL 2 - a <L=23.91 ! ! �' PARCEL 1 / _ 22 11 1 \ o 8 III I C.O.C. 2000-0399848 OC. 2000-0399848 °° I d=4735',50" APN.• 256 33D 63 , ;._ R=15.00 I _ u - �'' L=12.46' ,I I , APN 256 330 62+11, �i III 1 \ I -- I IIIIIIuI II i Ii© Ii F - __=_} I; 1 ' ! il;� � ( i � •�i 1 1 ``"' SILVER BERRY PL. Ii p Illlt II - .� ��-'-�Qa�,..�._ �'a I I I NEW GREENHOUSE k w �� G Z Z\ I \ "Q'i 1 !.1 I IIII{Illh. ---- - { x �! ' , , Ii oI�QI ' II a� _ --_-_h�---=-"_ - _ \---�-- --ht - _- - - x x x-�-I�x �(�= --n_ -- -- --- ,-: ' II _�'.-.�% I,mo. - � _ -\ _ `___o_____, , ----------- ,`•. i \ III IIII 2 - _ __ �,_1 ,'•,I1� 111-- ,�II _,i IIIIII:I;; , °.oO, lu.�:�ll;h''I8��`I�IlllIi IIII!!IIIIIIIIINI !IfIlI Il MIT o N08ti902rE 71.82 N8B2526W 202083 \ 8325j I � o ------------ --R=18.00 ---------------------— - _ - - - - - - - = L=26.21' lI, �eI, I' � �+\ \ -•-, ��! I I I � I /1'✓ I ai I IU i \_--- -�T--- IY PL. 4 PROJECT SITE ! o� ,,, , SEE SHEET 3 45 r PROPERTY LINE T. - - PRIVATE ROAD \; 24 \_ • N885349 "W 1373.2J' i!III II! o \ / / /® I iIi \ PASEO DE LASIVEERRDES I I--�---- I C I — i 4704 f ® 1965266.7 6246423.6 s .--o- -- 218.97HF I I 1 i 1 Iil \ D a I I I i ill ril i I` r 1 ill � i► i �I i li — _____=___= I ' II I 18 18 t 28 ii 17 2 11I I�\ o o 0 1a I Ii III lil /s __ ----- -- --- ---- _ ---- —�----�=� �-_------_-��---'— ---- '. ---- —�— --- I ! \ \ I 18 A287 I 1 � //l //i II i° 1 1 1 :I o/I i}i a li lil W t, I ii iIl I I � t t � �..\ ,. I 1 li ! IL III. „ . • (I i I r� ! I �i �.x�s �, , \. � ! I , II IV I .�F;,,, , PROPERTY LINE I I I 1 \ 8 1 - "W 299.8E N8970 38 W 925.85 N8837'48 I I I I I -�! I i I i Ti`}� I I I I! I i V. , t i-1 ��\ \\ \ "'---- � \ TREES KEV ;V9AP/EA'CGiNBRA;YCES IIL-1001 APPROVED DATE BENCHMARK AS BUILTAPPROVALS DESCRIPTTON..2.5" BRASS DISC STAMPED ENC-26 L.S. 7322 LOCATION: SAXONY PLACE 200, WEST OF SAXONY ROAD PUBLIC WORKS VIN N L AM A PLANNING RECORD FROM. ROS 1841E ELEVATION: 175.189 DATUM: NAVD88 REVIEWER SENIOR ENGINEERA TE INSPECTOR INT I DATE I PLANS PREPARED UNDER SUPERVISION OF VINCENT L. SAMPO ENGINEER OF WORK DATE R.C.E. NO.: 44173 EXP. 6/30/21 - -.-----�� ENCUMBRANCESQ A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE COMPANY ON AUGUST 18, 2019 AS ORDER NO. NHSC-3529104 (06) WAS RENEWED FOR EXISTING ON -SITE EASEMENTS. SAID EASEMENTS HAVE BEEN PLOTTED HEREON. 8. EXISTING EASEMENT GRANTED TO SAN DIEGO CONSOLIDATED GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 18, 1929 IN BOOK 1590 OF DEEDS, PAGE 189. 9. EXISTING EASEMENT GRANTED TO SAN DIEGO CONSOLIDATED GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 19, 1929 IN BOOK 1604 OF DEEDS, PAGE 39. il. EXISTING EASEMENT GRANTED TO COUNTY OF SAN DIEGO FOR PUBLIC ROAD PURPOSES (ROAD SURVEY NO.70P AND INCIDENTAL PURPOSES, RECORDED JULY A 193E IN BOOK 536, PAGE J79 0 O.R. 12. EXISTING EASEMENT GRANTED TO SAN DIEGO CONSOLIDATED GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED AUGUST 12, 1936 IN BOOK 548, PAGE 172 OF O.R. (UNDISCLOSED WIDTH -PUBLIC UTILITIES) 13. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 1, 1949 IN BOOK 3097, PAGE 377 OF O.R. (UNDISCLOSED WIDTH -PUBLIC UTILITIES) 14. EXISTING EASEMENT AND RIGHT OF WAY OVER AND ACROSS A STRIP OF LAND 12 FEET IN WIDTH OF A PORTION OF SECTION 3 HEREIN DESCRIBED AS SET FORTH AND DESCRIBED IN A JUDGEMENT IN FAVOR OF TIE PLAINTIFFS IN CASE NO 15284J RENDERED ON MAY 15, 1952. (NOT PLOTTABLE). 15. EXISTING EASEMENT GRANTED TO SAN DIEGUITO IRRIGATION DISTRICT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 3, 1958 IN BOOK 7240, PAGE 258 OF O.R. 16. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPPOSES, RECORDED JULY 12, 1961 AS INSTRUMENT NO. 119086 OF O.R. (NOT PLOTTABLE). 17. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JUNE 21, 196J AS INSTRUMENT NO. 109110 OF 0. R. 18. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 24, 1966 AS INSTRUMENT NO. 32289 OF O.R. 20. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED APRIL 15, 1966 AS INSTRUMENT NO. 65690 OF O.R. 21. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED APRIL 15, 1966 AS INSTRUMENT NO. 63691 OF O.R. 22. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UPLITIES AND INCIDENTAL PURPOSES, RECORDED JULY 1, 1966 AS INSTRUMENT NO. 108557 OF O.R. 23. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED AUGUST 21, 1967 AS INSTRUMENT NO. 125740 OF O.R. 24. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY -FOR PUBLIC UPLI17ES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 26, 1968 AS INSTRUMENT NO. 32191 OF O.R. 25. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 20, 1968 AS INSTRUMENT NO. 163570 OF O.R. 27. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED APRIL 11, 1969 AS INSTRUMENT NO. 63002 OF O.R. 28. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC U17LI7IES AND INCIDENTAL PURPOSES, RECORDED MARCH 2, 1972 AS INSTRUMENT NO. 50948 OF O.R. 29. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 5, 1973 AS INSTRUMENT NO 73 250772 OF O.R. JO. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JULY 14, 1980 AS INSTRUMENT NO. 80-219863 OF O.R. (NOT PLOTTABLE). 32. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED AUGUST 21, 1985 AS INSTRUMENT NO. 85-JO2279 OF O.R. (NOT PLOTTABLE). 42. EXISTING EASEMENT GRANTED TO CITY OF ENCINITAS FOR PUBLIC RECREATIONAL TRIAL PURPOSES WHICH INCLUDE WITHOUT LIMITATION USE BY MEMBERS OF THE PUBLIC TO WALK, JOG RUN, RISE HORSES, AND ARATE NON -MOTORIZED BICYCLE AND INCIDENTAL PURPOSES, RECORDED JUL Y 2, 2002 AS INSTRUMENT NO. 2002-0561098 OF O.R. 44. EXISTING EASEMENT GRANTED TO SAN DIEGUITO WATER DISTRICT AN IRRIGATION DISTRICT ORGANIZED AND EXISTING UNDER BY VIRTUE OF THE LAWS OF THE STATE OF CALIFORNIA FOR WATERLINE AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 5, 2013 AS INSTRUMENT NO. 2013-0079391 OF O.R. 45. THE RIGHTS FOR PUBLIC IN AND TO THAT PORTION OF THE HEREIN DESCRIBED PROPERTY LYING WITHIN ROAD SURVEY 462' AS DISCLOSED BY MAP ON FILE IN THE OFFICE OF THE COUNTY ASSESSOR OF SAN DIEGO COUNTY. ENGI EERING DI VISION A PPRO VA L S CITYOFENCINITAS v DEVELOPMENT SERVICES DEPARTMENT RECO D APP GRADING PLAN FOR. 810 ECKE RANCH ROAD S4 r_r-� WAK EDWARD J. NMMER PROFIT AGRO GREENHOUSE cO � EERY9APN.e 256-330-62 zJ' DATE DAZE PLANNING CASE NO: 18-204 ADR CDP �O QROF ESS/ pN�l S4 �"� Lj No. 44173 m � 06-30-21 �c � CIVIL � qTF OF CA`\�oc��Q DRAWING NO. 14366-G SHEET 2 0F4 z 4 T -- L -- -- �'lL l_ BY ROBERT J. LUA r - __ CONSTRUCTION -___ --_ CAUIKW./ ABAND�(XVm GAS UNE _ - - _ _ BY SAMPO ENGINEER/ --1- = = - - -_ -_ __ - _ _ -.._ �, ;, CIA? TU YfR'FY _ J - AND 7 3 19. �. THE EXISTTN OP GRA HY AND BOUNDARY SHOWN HEREON y � ` -- --�. _-_ ` - � ,-- ��& SUPPLEMENTARY TOP , = SMH / _- _ _ . _ - - lxWllL4 PROPERTY LINE = - - - _ _-'_ ="l 0 1126178 QTTD R/M 188. 55 _ - - = -_ = = = = _ �. _ ._ BY SAE -r - - - - � ASS 6 22 1�� _ CON N - --- ' - ' - = . = i - -- ' f RT PREPARED BY FIRST M RICAN TITLE COMPANY n �r ,,,;.e � v- ! :. -- -- - - . ._ -- - _ CAUIIAN. - _ PRELIMINARY TITLE REPO DE11GC1511 � �la'aII�.IIID r _ - - " OYYIEEIP all AREA A� Nq�Y - 2. A P _ • ,- N883349 W 1373.23 �.__,��- �� ` ABAA�A�Vm - - _ - --:_ON A�NGG ON 1$ E019S MEN DER NO, E SEC NTS9H 4 BEN LREVIEWED TS HE FOR -- , �' -�� ,r 'i - 21 ' -ca-" r 2� 15.0 \ e� \ % -� -/ % rSEE KEY MAP SHEET 2 FOR THE EASEMENTECALLOUTS -- _ _ ` - COMIIRACIt7Yt 19.4 + c T - S c -\` - _! _ ___ _ nl VfRfY , �, J. ROOF DOWNSPOUTS TO BE DISCHARGED INTO LANDSCAPING AREAS PRIOR TO f, �l. -_ \\ ... - - - - - - 9 - -'_ - - - - - -- - =- --- - - - -_ _ - - _ L - - -- _ ,� - %- . THE SATISFACTION OF THE CITY ENGINEER. WATER SHALL NOT BE �. PRIVATE - 7 - - E - 7? - - �`= __ - - 7 % COLLECTION TO /Elm "''i`�' ' g ,�' _ _ ::, k u CA00N! - - - - -� ° - - - -%- - -- -%- - - - - - - - - - -=- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� - - T �� r-�' ALLOWED TO POND ON SITE AND SHALL NOT DRAIN TOWARD BUILDING IVEWAY i DR % �c TC U I _71 - - -.T ---- - icy,' ,i - - - - - - - - - 7 --------��__ -i-�-T - - - - - i x ABAWWED- J ` -- /' _ �/ FOUNDATIONS - ; GASUNE---------------------------------- - _.=_- _= -- -_ -_ - - __--�--- ----------- 2 -- __- - -- __�'_---�� ---=----=-- DESTROYED DURING L �� ,� ( I �__ __- _ -� - --- -- --- ------------- __ _ _ I 24 ( lZWI1PACTG�P 9 n 0_._ ABINET ^g� ¢ II II II II---_ --� - 13%` -- -=----------- 4 ANY PROPERTY MONUMENT THAT IS DISTURBED OR (9�) (2�) �A / g p - - _ - - - ! ' - = / i CONSTRUCTION SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A ,�,R� �, 70 24 �I / �S} / �' ovC - - -! -I - - -'- ! - ��_ CORNER RECORD SHALL BE FILED WITH THE COUNTY PRIOR TO RELEASE OF 3.5' WIDE X 12.3' i I - _'_- �- - - - - - - - -f - = - - = - - - - 24 -; -{ y / 16.0 p �ti� ti 6� 1 ! -� CAU1IpYf UPANCY. THE CONTRACTOR SHALL BEAR THESE COSTS p , ----------=-------------- - TW2 1 �ti N, 6 i ti• OCC CM. SQ ASH WIPE 313' EXISTING WIDE g - - �-- 6 �. ti I IN 17�.09 CONC. DlRIVEWAY g 25 25 I FG 214. �ti 0 titi ti� G ti 1 R6 25 r ABAAnAiM�D I TAINED AND THE FACILITIES NOT MODIFIED OR _ ` P�� 5 �G ti 2\0 - �G ��\' - �� ! �' i ;GAS UAFF ; , / r C - G - --- - G - -�- �- p `� 5 5 �i� 2i3' `� \E SD \� �ED SHALL THOU R A PP 1 RMIT FROM THE Cl TY. \\�- II / ��' \�a r _ 3.5' ln! BE X 12.3' OPENING I _� 5 l,�V1RACIt� RE 0 CMP SQ ASH !PE ;� t (� �h��OII _ i \ 5 '� I ti _ x 205.5 / O �G ti�� / S O f E T 17 .9 3 °�� $ I! I �' I 04. 7 I cAUncllc I � I r - a �r 22 TO ww 6. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION 1,, G� �� / I 4 �� � / _ i 2 6 1 / CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FORM THE CITY 186.1 Tc� �� �� .� % , I x20n. I I I t �G 2216G - 7. ALL GRADING, WALLS UTILITY AND STORM DRAIN TRENCHING SHALL BE 185.T FL: Gp� ��� 4 �! - ( x2009 ' I I GAS LINE I P�� \ ??jp l� IEIN 188..27 I ' x2(3T Ir �y C�q ' ��10 1�� , �'\�p I jG?? J+; 8 ,�ti1 �y0 (32.8' DESIGNATED REPRESENTAD BY THE PROJECT GEOTECHNICAL ENGINEERING OR HIS -'� B I � I I I li'1 I�fY � � �I FG 128 � ti\ �0 I I �F ?6p I• LIMI rS, .� ti.. O I 2 O FG ti\ ??0 1 ° ° a FLA TWORK SHALL CONSIST OF 4-INCH THICK CONCRETE WITH ! T ~ d8 I 15 / I I I i I ( OF PAD -A 8. CONCRETE g cn 13 I I J I I 1 9 : I • • .. _ - JOINTS PER SOIL ENGINEER. REFER TO SOIL REPORT FOR ADDITIONAL 6 192.E _ I / I I ' I , MM >: iZ+" ¢ 1 ° , _ 7 STRUCTURE REINFORCEMENT AS RECOMMENDED BY THE PROJECT SOIL ENGINEER. CONTROL 9 1 I I T 1.. ; ° ° DAYLIGHT RECOMMENDATIONS ' � 0'` I - FG 191.51 I DAYLIGHT / 1 ' I ( DA>2/GN I , i _ LINE = LINE I LINE 1 I I I J = - 9. STORM DRAIN PIPES SHALL NOT BE CONNECTED TO SUB DRAIN PIPES 18„ D �� ��� 21 I. L. BI�I 187.77 / I 1 ! I ! l �� ( - , I _ ! 1 1 ii�+' 4 Pam( 1 I i10. BOTTOM OF WALL ELEVATIONS SHOWN HEREON MAY VARY BASED ON SOIL TR E~ `�� l�., i I ' r ENGINEER RECOMMENDATION DURING CONSTRUCTION. II PT�e m = Ii (15Z), x208. _ 8.8' 1 / I .� f I - } x 00.9 , t 1 19.4 / is I I 7 _ �I I I I j I 11. ASPHALT CONCRETE PAVEMENT SECTION SHALL BEMINIMUM OF 4" OF cn - 192.E I i i I I ' I I '� GREENHOUSE I ' I` I �; i 12 q�pHgLT CON�RErE OVER 6 of CLASS I gA E pN 12 OF COMPACTED � = I 4 _ LIMITS 3' SUBGRADE SOIL. SOIL ENGINEER TO PROVIDE �XACT SECTION. j 1 i I 0 OR SHALL E^ J `" )`1 I o 205 i ( 1 I I I I f I I I 2 GREDVHa/� ,° ' 13 ' 1 I 1 12. EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE. THE CONTRACT L II $ !I I �0 / _ _ I + ' I I 1 ii = PAD 220 :., w I I / / / i II LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. I + 21`' DAYLIGHT _ (I x209.1 1 i \ b I _ APN: 256 330 62 I I I I I t I 1 PLANT AND IRRIGATE NEW SLOPES TO THE SATISFACTION OF THE \ Q R� LINE m --- - N BIO-l7L IRA LION W17N PARTIAL RETENTION BASIN I m I I j �- �. c ! I I f 2/3. rw I (T� SF) g I ; l , , l Q ,1 HAS BEEN OVERSIZED FOR FUTURE GREENH USE. I 1 1_ I �" 2� / /-r� DEVELOPMENT SERVICES DEPARTMENT. 6 , - X I S I I I v G I %. U E` 1- - 212.5� I I h Z POC PAnIEMGM f I 7 KEY NOTES I SEE SWAMP REPORT DATED L�'5��1`L I I 'FO MERLY GREELNgOUSE,I� I I I� �E?? 4 �, ;�E2??60 I 16 BL- W �i I s ?1.6p 14 114 I7 DEMOLISH�PROTECT IN -PLACED I I I �! I, _ I wo U 11, - 192.6 f + ; I I I I i I I I j i,.. CAU1K DEMOLISH EXISTING AC PAVEMENT. SEE SHEET 4 DETAIL H' a O I z j f3- I m f l I I I , z 4 II) ;• ABANDGWED PRIVATE I // I I 1. DE 21 I L+ III I I 1 I m� I I I I I I c I I I I I I GAS LAVE ° DRIVEWAY I I V� I ( Z DEMOLISH EXISTING GABION WALL Q Q V ti� - � J I I I I m I I 2 q I 4 6 I UTTER. SEE SHEET 4 DETAIL H' F 0°'1 �,`LI f ! ' I I I I ! I I I axMVIRACTGVP (PROTECT IN -PLACE) 36 DIA J. DEMOLISH PORTION OF CONCRETE G ! I \�\ I i f 1 I I I I I I DAYLIGHT I I TO �� - 15 ' TRE1-_ 4. REMOVE AND REPLACE PORTION OF THE GAIT FENCE, AC PAVEMENT AND 7 1 \� T ,x201.1 ( f r i I i I I I LINE I -z�z?JB-HP I ' III ,,� 8 GREENHOUSE AC BERM TO CONSTRUCT STORM DRAIN PIPE I II 0 ) f I I / I I o 1 cn _. i I I I I ;' I 5. NOT USED 18 i7.92 EP 188.1�; I I I I 6 \ i 1 x 197.4 I I f f x 203.6 I 6, PROTECT FENCE/GALE IN -PLACE 25.0' 25.0' I j204.9 ( 206.1 I / I I f I I b .-`1 DAYLIGHT j / 42" DIA. / 7. PROTECT AC PAVEMENT IN PLACE / \ III I \ II 1 ' I I I I 04.9 r I x209,1 i I I f I �% 4 � a -.. � ' j LINE ( � TRk / 8. PROTECT 7RFE IN / f I % I 13 �ONQ By y'w 1 L I ' ; I I g ' 9. PROTECT CONCRETE RIBBON GUTTER 6oti ,I j 2# THE �r l 2 � I / I I I � 1 I !! � I ! I I I I I I I f I I I ( I I �°pti � v65T1801,E � �� � ( WALL I x 189.5 I I j I / o z LIMITS �� o `L ' p� II I I I I PROTECT BUILDING IN -PLACE I cb i � � ( � � I I I I I I I I I ��`L�'�65, f .h � ��,1- 9� i I I I 10. PROTECT CMU WA /3 I I I `L OF PAD:`�� o ti`L - wl I I I i 11. 184J ti I I I I I s0� I I I I I I ( I I I I I �� 22• �� \�, , 18.6 I I f I I / I I I 16 12 PROTECT CONCRETE SURFACE IN -PLACE 184.; I I I I I f I I III I III cp I I I I 5� A 1 I i " ' 1J.. PROTECT STEEL POLE IN -PLACE 2.6'X 1. 5' cti>^L.I ���� . I �1 �/ I I I � I I f I tip:• o.� - 5 P�r II I I I I SEE DETAIL H 2,36. S t J S H P 2 1 `, I 6- DIA. / I i I I 1 ' ,\ / j 9�p� I I I I x 20816 cb f j co I G 0? .. ��� 50 ti�� 10 1 - I I' I ON SHEET 4 1 i 14. PROTECT STAIRS IN -PLACE F 0 L / '\ I I I I I p0 ti o 4 L �`� . �G G. � 7 c�, ��, I 3 RD / I x1g4.6 \ I f I `L V \ I I 15. PROTECT STORM DRAIN PIPE I I S �' x201.4 I I So -D 5 2337 v p 30 I �1910 O f I I214.2 TW .. CO ' ti I l l I f I\ f I , Ac Av MzNrt , I o/ 1s R B • LP x 189.5 4 - P �- _ �' 222. 4 FL I �, I II 17. PROTECT WA IERH�NE IN -PLACE I NLET ��I/\' AS I I I I I i �SD D _ -��D f- --t-SD 2053 D I I D -1SD I p I SD IL-- I --11 \\� i '' IJ�1- -G i G 1 4.06 ����R E�R , l / x206.4 y i\ RC PAvcMENT ,� PROTECT PUBLIC SEWER MAIN IN } I ti / 2 X 7 C I �\ L\ , - -- �18910 EP_- �-E �� _ - Lc \g� �x198. / / G 10� l l 205. 1 `� $A�4fGl II�' I - _ 19. PROTECT GAS LINE IN -PLACE. CAU110N.11 SQU H PIE � � � J�� ° g � � �� /j� EP---� -�-+�----G-�--- � _ � � �'..• ; F IA I ` _._---S Pill, L L Y I PRI VA IE g \ �'o� \-!? I -'�� - =-G - �._-� _ 5.98 EP120. PROTECT FIRE HYDRANT/WATER VALVE IN -PLACE. 179.14 FL �yc \ \ \ \ \ �� �- -- G ---- ( - + :': �Y... - E RIGHT OF -WAY ON SAXONY ROAD 184.5 TC-� P I \ 9 1 P I / DRIVEWAY } x, x19�65 i \ Fo PRIVATE' I MIA• �+ . - - -- -C -� 21. PROTECT EX/SRNG TREES ALONG IN / x AC AVEME4 x n DRIVEWAY x ` ' I I / ' g \ 'IPE� I .J. / I �` �, 22. PROTECT CMP SQUASH PIPE /N-PLACE 184.11 FL I �9416 AC �VEMENT 7 201. / I I 6 % (PROTECT IN -PLACE) / / / I 1 _. 2 (PROTECT IN -PLACE) 209., 6 \ 7 P VEMENTI �� % / / / AC q`✓ �� ). �.;.. . I _ - - / I r 23. PROTECT CURB INLET IN -PLACE 24. PROTECT GABION WALL IN -PLACE i 21 � �188.29 EP E °' / / % � / � � I � 7 l,.-; - � f 1s4.T Tc-� -- �oNc _ _ 1 WOOD FEN ,E Q W D FEN - ,�-„- �:_--._ c� T i1 184.27FL I 6 _ / �_t'100� Lt (,t - - --- --� _ --� EPA' _ --CAU710AV I,' 125 PROIECl CURB AND GUTTER IN -PLACE -�-- �- _ r -{- / i Q i I \c��' 6 - - T g 1- -j - - - Ai - �� - W _ F NCB ,'- \q- - _ 1 ABANDAVED _ I I 26. PROTECT SUMP PUMP IN -PLACE 3-3 DIA. f---GAS LINE OLLAR / / ��� 15.0' I I - 1 SYSB / I ' �' 10 / l MV7RACTW I I / 27 PROTECT UTLITTES IN PLACE LACE / lYl {�'fY �' ° ` \ I 28. PROTECT CONCRETE INLET IN -PLACE 221.76 ;� / 6: 0 129. PRO N8820'33"W 485.43' PROPERTY LINE JO. PROJECT GAS RISER IN -PLACE 21g• . �� I+ NEW IMPROVEMENTS WA L �6 I i b R( ' _ _ 1 I I I � 12 ` c I I I II 1 1. 6J' WIDE X 118 LONG GREENHOUSE »» APN, 256 330 63 I I I I CONCRETE STAIRS PER SDRSD M-26 SEE SHEET 4 DETAIL 1 o I `U I� j SMH / RIM 189.44 I I i f I lE 180.89 / QROF ESS/ON9 F1� No. 44173 M 06-30-21 J� CIV1\ qAp OF CA\ \F�� 20 10 0 20 40 SCALE: 1" =20' EXIST AC BERM (PROTECT, IN -PLACE) , EXIST. AC PAVEMENT DRIVEWAY (PROTECT IN -PLACE) • JN.-18-117 11-14-19 �SAM P O ENGINEERING, INC. 171 SAXONY ROAO, SUITE 213, ENCINITAS, CA 92024 III.: (760) 436-0660 FAX (760) 436-0659 CHANGE NO. I DESCRIPTION r I EE`S )TE,•SPECIAL INSPECTION OF THE BMP FACILITIES BY A LICENSED CIVIL ,GINEER IN THE STA TE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. 'TOR TO OBTAINING BUILDING OCCUPANCY, AN INSPECTION REPORT SHALL BE 1BMI TTED WITH THE FINAL GRADING CER77FICA TION TO THE ENGINEERING VISION VERIFYING THE SIZE AND DEPTH OF THE EXCA VA TION, GRA VEL AND IGINEERED SOIL DEPTH AND MATERIAL. STORM DRAIN PIPE, OVERFLOW, AND WIAM / ' /' l l l: •I 111 •%,,,,,,,,,,,,,,.,.,.`TIE ,P P! �����!� �OQOOOOOOOJOQOO��^I=11=11=11-II=JL=11 �i��i��i��i��i��i�i�i✓i�i✓i✓i✓i!i✓i�i�i!i✓i✓i��i,11=11=11=11=11=11=11=11=11=11=11=11=11=11= ✓i;�i.�i✓i✓,✓j✓i✓j✓i✓i✓j�,���,������,��i��i��i�ii .. �:o u=11=ii n IT, a �i�i�,�i. 11=11-11 IL-11-11 11 -=11=11=11=11=1=11=11=11=��O�O�O�� =11-11-11-11-11-11-11-11-11-11-11-11 - - - - � =11=11=11=11=11=11=11T IT I=11=1,711-II-11W:L,T, 11=11=11=11 -11-11-11-JI-71-11-JI-JI-11-11-J1-JLu=u ,u=u= 1 ILaL IL 1 1=11=n=.l=u=u=u=u=u_n=u=n� n a u=u a u=11 II u� n -• -•-• -• ��,,�i�;�i,`i,��i,`,��`p0,���,�0,�0,��,��,��,��,��,� �i=u _ _ .:.._ a:0;\\\�������♦ � �. v �.i•• � ,L,L � � '� � � � is � is x L�e�,���,�,�-�?,.�,�ti-�:�•�i%!!L!��.� �.�i� ����ti!���!�,i!�:>!��+!����� ��_ ���!�,;-J�t�'�L.i�1.��iii� „ I I it I I l• BENCHMARK AS-BUILTAPPROVALS ' PLANS PREPARED UNDER SUPERVISION OF DESCRIPTION. 2.5" BRASS DISC STAMPED ENC-26 L.S. 7J22 LOCA RON. SAXONY PLACE 200, WES[ a SAXONY ROAD ONCEN T L. SA 127127. GALVANIZED SIE L PLACE WITH 3%32" DIA. ORIFICE FOR DRAINAGE 3. CMU RETAINING WALL PER SDRSD C-5 / / I MIN 6" (TYP) 3" (Typ) 4. CONCRETE SURFACE PER CONSTRUCTION NOTE N0. 8 5. 15' LONG BY 13.5' WIDE GRAVEL PAD FOR WATER STORAGE TANK 0 ELEV. 214.0 PRIVATE II �� I I I ( I I I , I (TANK DESIGN BY OTHERS) DRiVEWAY 6. AC PAVEMENT AND BASE PER CONSTRUCTION NOTE N0. 11. SEE SHEET 4 DETAIL H ; TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING RESIDENCEf ' 7. `'8. 20' LONG BY 8' WIDE GRAVEL PAD FOR WATER TREATMENT SYSTEM 0 PAD ELEV. i +Ik ii 223.0 (DESIGN BY OTHERS) V 9. 6 HIGH X 6 WIDE CURB PER SDRSD G-1. SEE SHEET 4 DETAIL 'H' 10. CMU RETAINING WALL PER SDRSD C-6 !h 42 #g ! 66A 19 DA NGSESHEET 4-D€49-14-�- 12. LANDSCAPE AREA. SEE SHEET 4 DETAIL'H' SEE DETAIL STORM DRAIN /WATER QUALITYO TO LEFT 1. 12" X 12" PRIVATE CATCH BASIN BY NOS' OR APPROVED EQUAL PLATE 2. PRIVATE 21 " DIA. RCP PRIVATE STORM DRAIN PIPE (I J50-D). SEE SHEET 4 DETAIL H' 3. PRIVATE STORM DRAIN CURB INLET PER SDRSD D-2 TYPE B. SEE SHEET 4 DETAIL H' 30 X 3/8" Q 4. PRIVATE 6" DIA. STORM DRAIN PIPE (SDR-J5). SLOPE 0 1Z MIN. STAINLESS STEEL G - ORIFICE 5. 6" DIA. STORM DRAIN CLEANOUT PER SDRSD SC-01 DOLT AND NUT FLOW 6. 4' WIDE X 8" THICK PCC HEADWALL PER SDRSD D-30 7. 36" X 36" G-1 PCC CATCH BASIN PER SDRSD D-08 WITH STEEL GRATE 'MAX ( I 6" DIA. PERFORATED SUB -DRAIN PIPE ENTERING INTO CATCH BASIN G - 9. GASKEF .5 X .o f asp SF B l0-FILIRATION W PARTIAL RETENTION BASIN 92 20 ) / � 10. - 12" THICK RIP -RAP ENERGY DISSIPATOR PER SDRSD D 40 TYPE 2 USE #2 BACKING � �s o II4HOLE DRILLED OVER 12" DEEP D.G FILTER BLANKET THROUGH PLATE' 11. PCC CATCH BASIN TYPE F PER SDRSD D-7. SEE SHEET 4 DETAIL H' FILTER COURSE LATER DIA HOLE (TYP) q 12. PRIVATE 4" DIA. PERFORATED PVC SUB -DRAIN PIPE (SDR-J5). SLOPE IX MIN. SEE SHEET 4 DETAIL H' 1J.. PRIVATE 6" DIA. PERFORATED PVC SUB -DRAIN PIPE (SDR-J5). SLOPE 17 MIN PLAN VIEW 14. 12"X12" PCC CATCH BASIN BY "BROOKS" OR APPROVED EQUAL FLOW CONTROL ORIFICE PLATE DETAIL 15. C 18" DIA' PVC PRIVATE STORM DRAIN PIPE (SDR-J) 16. PRIVATE 8" DIA. STORM DRAIN PIPE (SDR-J5) 17. CONCRETE DITCH PER SDRSD D-75 TYPE B. SEE SHEET 4 DETAIL 'H' CHECKED BY.• ENG/NEE /NG DIVIS/ONAPPROVALS CITY OFENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. VLS RECOMM N Ep: GRADING PLAN FOR. 810 ECKE RANCH ROAD 14366-G PROF/TAGRO GREENHOUSE DA1F : �Z SIE EDWARD J. W/MME CITE ENG! R APN.• 256 330-62 R.C.E. NO.: 4417J , �� l9 SHEET 3 OF EXP. 61JO 19 DATE DAZE PLANNING CASE NO: 18-204 ADR CDP k"XlE i79. �J %�. GRT� -_ - ~�! -`'� -r- _ =_ - _ -- = = V' C�IRACT�P TO ROP TY LINE �- -- _7:�:-- - -_ - - f L R_ -_ �'�__ PROPER / - � DIEIK&JSN LF RECL7VD BY SQL 21. %" a0X 'i \ J C -- /f - N883349"W 1373.23' G p - _G--=G �G- 9` \ \ 45\ ? / CAVTRACTR/ <--� - o _ p - 79. 4 I \ G - -� -_ - t�- SYSB�=G - -� v G �. -- ---- __ %- - _ 1s7.36 re !; 25 M/N. - - _ _ _ _" ' a PRIVATE 7 - - - - -- E -TO i�£IP�1', TEMPORARY SILT FENCE \ \ - g _ CAUncw -�- - - A� P DRIVEWAY - - - �- - - -P- -� -7' ----- 186.84 Ft - - _ - - - -- -- - - - -- - - - - -/ '- -- -- . _ _. -- __ - 7 -- - ._-_ i PER DETAIL G CASQA DETAIL -_ -- - % -- ---- GASH -- - _ __---__= __-_---- =-- - -� -- - _ --- -� ---- - - - 2 - - --- - - - - - -- MPORARY STABILIZED - - _ _ - - - - CIE€' -_ -- - - S - - - 10l 7 I QTkLtY--- - �_ _ - _.._._. -_ _ _ - _-- = - -.--_- - - �,• f _ _ - :- : C 1 - - - 61 - CONSNUCTTON�ENIRANCE x18947 t CANIJPACT 9 / POLE 1 . CABINET-lG - - - - 3.5' WIDE X 12.3' i / - - / - - - _.,PER DETAIL G CASQA DETAIL - -� - - To / - - - / - - / 24 / _ - l FA -J=- CMP SQ-71 ASH IPE r^ /� - - - - 7C-1 / / / Rf ER / % x20 7 r l I CAUI/AUe 25 I = IN 17 .09 .,v;'- I `=` ' f 1931 / / % / j � 25 _._l-. / / / Cj I / l I FG 214.��p0 m,-"�12 i / / 3:5' W DE X Z.3'. _ - CMP SQ ASH IPE I % -_G --- - / <Jq1�� _G 2;3, �21 ;\�� I ; i r Gi4S UJI� � _ r ++ C`� � � 1F f i (? r'r;g i, �,�"""'t-`�; -R / / L " ( x 2055� 2� -SD - _ oc,v 1 CGWIRACT!#t iE 17 .93 / �'_-"".,�^ i / l / I I I I f l / �I / 3 j4G //', = 8 EP . I 1 1861 rC .� - I I x 197 4 (04.7 / (F L. `"2 6U'� ! / i / T 185.7 FL (i �i; " 4 + ' ( x20 .7 ABDOI l / - -I c 16u /ww � 4 - 2 2 0 iI 7 I x200.9 I f GAS UIIt I 1L I I I z2�o. x 2� 3.7 I J ( CONTRACTC Q / ��p 21� Lw�O a $ �, r TEMPORARY GRA x 1 I I TO / / �G 6 o I /F ' " INLET PROIECIT TEMPORARY GRA VELBAG I g-' cn 11 -- 1? 6 j j I + % i 1 I I I ` ; `T / I 121 G i\� I I I f, INLET PROTECTION PER i I ( i I 1 I I DETAIL D& i DETAIL D' & CASQA CMG j ^Gy{II I j ]__qe�o 6 . ° I rJ 1 ' j i / �1 / I (� 1 I% I DETAX .,SE - DETAIL SE-10 T1.EMPORARY SILT FENCE I I / ' r / j DAYLIGHT ! L r J 4 j r. _ TEMPORARY GRA INLET I / ,( ( ' I i 1 i� LINE f I I . PER DETAIL F CASQA DETAIL r / I / (I I pT� SC-1 PROTECTION PER DETAIL D' & ' I r 222.90 HP S �1 CASQA DETAIL SE-10 x 00 9! � I DI 92 205.0 I I f I r II I II. 4 rx1971 I �I o 219.4 TW 21 DAYLIGHT 1 I I f I I I �� r / III 4'} TEMPORARY SILT FENCE 216 fOUZI _-X i LINT c I 8/0-FILIRA TION WITH PARTIAL RETENTION BASIN l ( I �l Y°��� �� I w I I 1209.1 I I III' `� PER DETAIL `F' CASQA DETAIL PAD 22,£0 s� G 6 f- `' i HAS BEEN OVERSIZED FOR FUTURE GREENHOUSE./ I I x198. ' 1 ; I I m I v v I I 213.� rw r SC-1 (7,,440 9) II ! + EXIS�ING PI ,STUFE 1 o r SEE SWQMP REPORT DATED r i I I I , I 11 I 212.5I (FO MERL GF EENgOUS / 60 v1AQ- 21 r; � 192.E l l I I I I I I �1 I IQ ' I 32.8' 7 STRUCR)PE l DAYLIGHT I 41DIALINE STEEL POST I ?2.90 HP 8 l� ONC. I ' I 12 i- A 13 052�1,- / 223.1 -- 1r ,6p�14 1 1 1 4 1 i 16 o I I I ! I I I_ I 4I CWMI I I I !II II////i / o� 'I 21 �I�� 'W II i ��� ( �/ I j I I I I w-�- i I I I i I Ia II l II I{ "� �a4' I PRIVATE i 1 / l! I; l E I> �' l? I I I I I / I I 1 ! 1 2 !, I 1 GAS Lam• DR/VEWA Y I I a- 7 1 �q x 194.2 ( I I I u- I r I `t I I COWNACMA? " 4 i l CD i I° a �� j ` / I I I I o I I' l , (PROTECT IN -PLACE) I I 3 b D iA/ II 7 I ! -- I /. ��� ' I 11 I Ix I I I I I I CD IV i \ I TREE 1 8 1 7.42 EP I !: '+ � � � � I I I I I I I I / ' � I I I � DA YL LINE. � I �CHT' 222.90 HP 3 �' \ � ` � � 222.90 HP 16 I I � 8 ' a I 8. �9 I / I I I �-� 6 _ � / I I I + a 1 GREENHOUSE 2 1' I I ) I r % xJ97. 4 I i I x 203 6 / I I ! I I N 0, I 224. 06 EP I f l 25 0 5.0 / I O I I I I I 12049 I I I I( ��, .\ ! I I I I QROF ESS/0IV L SF2c� No. 44173 06-30-21 C1V1\- �P qTF OF CA\ 1F 20 10 0 20 40 SCALE: 1" =20' I I I I , I I �I, D4'9 206.1 I I x209. I I I I I > I I �4 I 1 DAYLIGHT/ II 4-2"' DIA. 2f DIA' THE �/ / 21 I I I i I I I I I I� I I I I 4 a x222.1 I I I LINE I - THE / JJ / / I I I I I I I 0 ti°� I i� o G II x18955 0� II TEMPORARY GRA VELBAG �� I INLET PROTECTION PER moo ! ar<ti���© 2.6'X 1II5' I / I I I I I ' I I I I I 22. I 18.6 CI� U �� ( I/ I I\ I l co I I I I I I I l i DETAIL D& CASQA SH PI 2 1 c, A 6- DIA. / I I / 00 / I I I ' I x20816 II I I I I I I I J DETAIL SE-10 -'Y - 15 I I I I I I F 7 10 �' I I 13 O L I I L1 1q� / / 1�0 0 ti� x 236.1 �, �� I `� RD x194.6'f 11, I I I I I �� I l 1� 1 I I I i ti° I I PC,,o x221.9`�-. RB 'x� II 1LP xJ89.5 )1910 Sp I I 1 I \� r x201.4 J ! I tiI 0�! I ,gyp ' �� 15 1 TEMPORARY VELOCITY CHEF NLET �` \J S ' ( I '--�SD -f- /D-- / J Ilk I I I\�� I I I214.2Iw I\�r{ S� ,� ---� p -4-Sp I I I I I ; ` CO DAMPER DETAIL 'E' & 5.371 FL �� �- D TEMPORARY SILT FENCE 1 222.24 FL l q SD fT---I- \� i -CAS A DETAIL SE-4 a TG 1 „4.06 3 R _ 1Rn �P\ _ I I I o�5�� I �x 198.1 / 10 0 205 3 x 206, 4 1 �D I ; c PER DETAIL G CASQA DETAIL j -G __. _ _ -SP g \ EP `- C _ G ? �� / 205.E l % f SC-1 SQU H PI F E I ` �` / EP ----{- - ! , I FL 179 " 3. IA. ILL Y I g %4 i --G _ DAYLIGHT I 184.5 C p FL �11 PRIVATE , os _ -� ---G -- _ -- -� -T; _z: - _ LINE ! 1184.11 �FL P G I I DRIVEWAY x �� i I I nE / PROTECT IN -PLACE) / J94J6 AC PAVEMENT 1.4 65 i x AC AV r2, PR/VATS 1g Ep _ 18» (� % i 201. EMEN x DRIVEWAY ` I y PIP • . . i --G I/ 0�� / / 2052 PROTECT IN -PLACE) , , x209 6 7 P VEMENT I Q / / 19 / \ I E! 21 J88.29 EP �_� EP / / / ( / � ` � I I 0� ! / A` V ANT ' i i J&4DIfT�'rI- W OD E� - OD FEN-� �I/EP /J/g % / .� IY..KEY NOTES 6 --� - I-- -I - 6 _� _ , E - Q W D FEN / _ WO -� - �- - �1�E - - -l- - --+- /_ / / ' c\' T I I i T �� 6 - O E E' - -ALE - O(JD F -/-'CEP - C.4un 1 C\ <Q { '. DEMOLISH/PROTECT lN-PLACED DIA. 6 C--- --' .co - r I / / I / i / H1- _ _ ABAND�YED 1. DEMOLISH EXISTING AC PAVEMENT I ' ( 7OLLAR� 15.0' I I 6 / GAS LINE - TEMPORARY GRAVELBAG5 , i / / / / / / / 1/ ` / h I 21a 10 ti INLET PROTECTION PER 3. DEMOLISH POR110N OF CONCRETE GUTTER l / / l / /I SYSB ,moo l l / ,ca n?Acrae , , r . / " HJ MY DETAILDD' & CASQA 7. PRO TECT AC PAVEMENT IN -PLACE c� 18 I N882033 W 485.43 PROPERTY L1NE I / / / X O l / - 36. 8. PROTECT TREE IN -PLACE ' / i 9. PROTECT CONCRETE RIBBON GUTTER IN -PLACE TIE TO NEW CURB INLET & f22L91 FL I x 2J6. MATCH EXISTING ELEVATIONS IL PROTECT BUILDING IN -PLACE f222.24 F 1 ; j l c2 BF � SAWCUT LINE DESILTLNCBASINNOTE.' l 21!`{ 22(o'ISi �� ° a - DAYLIGHT LINE 15. PROTECT STORM DRAIN PIPE IN -PLACE B/ORETENRON BASINS SHALL BE EXCAVATED AND USED AS -G- REMOVE AND REPLACE 3 Aso „ y65 16. PROTECT GREENHOUSE IN -PLACE DESlLT1NG BASINS DURING CONSIRUCIION. THE SILT SHALL ti N EXlS11NG STORM DRAIN AS i BE COMPLETEL Y REMOVED AND THE 816RE1ENI70N BASINS NECESSARY TO -� 19. PROTECT GAS LINE IN -PLACE I 1. SET POSTS AND EXCAVATE A COMPLETED ONCE FINAL SITE SMBIUZATTON /S ACHIEVED, CONSTRUCT �J " " `" SAWCUT LINE 4" WIDE X 4" DEEP PRIOR TO OCCUPANCY AND OR FINAL 3- " L1.1� 113 . I I 30. PROTECT GAS RAISER IN -PLACE TRENCH UPSLOPE FROM AND } / I' LANOSCAPIN \0"�Cb NEW IMPROVEMENTS ALONG THE LINE OF POSTS. I %. , CAUNW11 I ©D •` GAS LAZE Rf�IOif `\v0 16 2. CONCRETE STAIRS PER SDRSD M-26 I ;,±� $ 9 4 PVC PIPE FOR DRAINAGE SEE CALIFORNIA STORMWATER QUALITY G _i .. i AAID RELOCATE 2311 J. CMU RETAINING WALL PER SDRSD C-5 DEPENDING ON FIELD CONDITIONS ASSOCIATION CASQA) STANDARD DWG. N0. �� I 3 I - - \ T� 6 ( /24 // 19 GAS �, F� 23 SAWCUT LINE 6. AC PAVEMENT AND BASE PER CONSTRUCTION NOTE NO. 11 ON SHEET 3 E sue 226 50 SE-10 FOR ADDITIONAL INFORMATON N d / / �/ b�qy GAS f 12. 11 1• . •; ,,,r., ,, nrrunrenui6 nrn nmv OF ce,n,euT STANDARD � n4;44NG RIFT 15 ti ff I I `l3� ytiDO g `�r� . rn\�` �\ ti 0 9. 10 HIGH X 6' WIDE CURB PER SDRSD 6-1 I GREATER THAN 3'0 BUT 7 r _ _ \, ` I 4 INCHES 0 50 1 3 °iN 236 2 10. CMU RETAINING WALL PER SDRSD C-6 SMALLER THAN 6 "0 f �G 23 g 50 f2 � �1L11Q S -12" MIN FILTER FABRIC 1E 22 Q,�,=14.80 CFS 11• 42 HIGH GUARD RAIL IN TOP OF WALL 2. ATTACH THE SILT FENCING MATERIAL TO EXISTING 5 I j l -� = vlw= 15.50 FPS 12. LANDSCAPE AREA WOVEN FABRIC GRA VELBA6 THE POSTS FILTER AND EXTEND J. BACKFILL AND COMPACT THE GRADE I� [ , <. �=/ , z n � c crcn a ccvc /`EAITCI7�n e T Well �nnnAlC T:�1-I- .�71-CL�CCLT�U III 2'X2 THE IN TO THE TRENCH. EXCA VA TED SOIL. SECTION A -A 3 FN 1 I �`�o� 1 I 1 23 36 35O POST OR �q 11 . . ��, ' . 1 L ; F� 2 7 NO TE CONSTRUCT SEDIMENT FG�1S<< . _ �6q. , �_.,, _ _ Z T� 237.230 STORM DRAIN /WATER QUAUTYD TYPICAL INLET PROTECTION D APPROVED I I 20 BARRIER N D CHANNELIZE DEVICERUNOFF a �T 4 L BEGIN WAS 3 1. 12" X 12" PRIVA TE PCC CA TCH BASIN BY BROOKS' WITH STEEL GRA TE OR NTS MIN. F PAIVEU 236• 237.5 O A , � L L TW APPROVE QUAL � % FLOW ' 2 � IL �SjL 2. PRlVA1E DIA.-RCP PRIVATE STORM DRAIN PIPE.(1�5 4.SLOPE 0 lq MIN. 24- WIDE MIN. WEIR OPENING SEE CALIFORNIA STORMWATER QUALITY I I FILTER FABRIC - ( II L ,, L'L 237.18 DRAIN CURB INLET PER SDRSD D-2 /IPE B L=18' OPENING 17' FOR DRAINAGE OVERFLOW ASSOCIATION (CASQA) STANDARD DWG. NO. I I I _ = W1DIN AS REQUIRED ti h 4 �( J J. PRIVATE STORM WHERE NECESSARY SE-4 FOR ADDITIONAL INFORMATION / �- =I I 1=1 I 1=1 I II 111- 1=I I I WIRE SEE CALIFORNIA STORMWATER QUALITY TO ACCOMODAIE rno r� U` "'- ,�,� 4. PRIVATE 6" DIA. STORM DRAIN PIPE (SDR-35). SLOPE 0 1Z MIN. 2 BAGS HIGH TIP. III III -III _ _ ASSOCIATION (CASQA) STANDARD DWG. NO. ANAClPA1ED L L L i�L 2 ( ) �.... r- -III=1 I I -III III=1 I I=1 I I -III= I I (_ L L,L 11. PCC CATCH BASIN TIDE F PER SDRSD D-7 � I (-) I TC-1 FOR ADDITIONAL INFORMA LION ` 237.3 III-1 11- TRAFFIC L L 1 12 �' 3 L L L FG 236' 12. PRIVA1E 4" DIA. PERFORATED PVC SUB -DRAIN PIPE (5DR-35). SLOPE 1Z MIN. -1 I I,-1 CORRUGATED LA h�6 "�� s I I �, of ?`�fO 17. CONCRETE DITCH PER SDRSD D 75 TYPE B MoDIf 1 e� STEEL PANELS ; i I , ,' , I I L l m �-- L L DAYLIGHT LINE I LANDS PING N , NOTE SEE CALIFORNIA STORMWATER QUALITY 25' MIN 5i ? 64 1 '-*�--H-PEE-Sflb�S#�MAit 1 pF F G I- AL TERNA TI VE SIL T FENCE CONSTRUCTION MA Y BE USED i g ,� L L L o L g �� 3 ASSOCIATION CASQA STANDARD DWG. N0. DAYLIGHT LINE - 2 • G¶pN WOVEN FABRIC GRA VEL BAGS IF FIRST APPROVED BY THE ENGINEER OF WORK AND ( ) £ L L '' L L G 236 JN.• 18-117 11-14-19 DARE STAGGERED (TYP) THE INSPECTOR SE-1 FOR ADDITIONAL INFORMATION ��59 ���-� AM P 0 `Z ' '/ l SAWCUT LINE "11 d' ENGINEERING, INC. TYPICAL VELOCITY CHECK DAM DETAIL E T YPI CAL SIL T FENCE C TYPICAL STABILIZED CONSTRUCTION ENTRANCE C t 'DE�TAIt H sV � 171 SAXONYROAD, SU17E213, MN1TAS, CA 92024 NTS NTS / NTS SCALE' 1 "=10' YL: (760) 4M-0660 FAX (760) 4X-0659 DESIGNED BY DRAWN BY CHECKED BY CHANGE N0. DESCRIPTION APPR E DATE BENCHMARK AS-BU/LTAPPROVALS Ao AO VLs ENG/ E RING D/VISION APPROVALS C/TYOFENC/N/TAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. IN DATE PLANS PREPARED UNDER SUPERVISION OF RECOM D. ED. ` GRADING PLAN FOR. Z LOCH 1TON. DESCRIPTION: 2. 5" BRASS DISC STAMPED ENC-26 L. S 7322 ✓� - f �- 3 Z Z PUBLIC WORKS 810 ECKE RANCH ROAD SAXONY PLACE 200, WEST OF SAXONY ROAD 2. yr PROFIT AGRO GREENHOUSE 14366-G VlN N L AM 0 A PLANNING DATE : S1E AK EDWARD J. W/MM RECORD FROM.- ROS 18416 CITY ENG EER APN.' 256-330-62 2 1 tZ REVIEWER !/ �� R.C.E. N0.: 44173 I � � t ` ., (� � ! �9 ELEVATION. 175.189 DA IUM. NAV088 t-� ENGINEER L. AMPO EXP. 61JO119 DATE l 1 DA lE PLANNING CASE NO.' 18-204 ADR CDP SHEET 4 OF 4 l N IN INSPECTOR I ENGINEER OF WORK