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2019-14366 G (Plans)R/GHTOFWAYNOTE OWNER IS TO OBTAIN A CONSTRUCRON PERMIT FROM THE ENGINEERING DEPARTMENT AT PUBLIC RIGHT OF WAY. FAILURE TO DO SO WiLL RESULT IN ISSUANCE OF A STOP WORK RESPONSIBILITY OF THE OWNER TO KNOW ONERE HIS /HER PROPERTY LINE IS DRA/NAGENOTE LEAST 48 HOURS PRIOR TO WORKING IN THE NONCE AND DOUBLE PERMIT FEES IT IS THE NO CONCENTRATED DRAINAGE ROWS 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. U77LITYNOTE ALL U77LiRES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCNON, THE DESIGN CONSiRUCRON STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THREROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2 THE SOILS REPORT RILED "GEOIECHNICAL INWS77GAPON AND DESIGN RECOMMENDA TONS FOR PROPOSED GREENHOUSE STRUCTURE, 441 SAXONY ROAD ENCINITAS, CALIFORNIA" DATED SEPTEMBER 21, 2018 REPORT NO. 1809- 01 -B -2 AND SHALL BE CONSIDERED AS A PART OF THIS GWblNG PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIRCA77ONS CONTAINED IN SAID REPORTS 3 SEPARATE APPROVALS AND PERMITS FOR ANY CONSNUCRON WITHIN PUBLIC RIGHT-OF-WA Y OR EASEMENTS SHALL BE REQUIRED IN COIVJIINC77ON NTH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFS1IE 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 CONDITION EXISTNG 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, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A SiRUCIURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.•30 P.M. AND 7.•30 A.M NNOORR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED Hawn. 9. NO GRADING JPERANONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEERNG HAS BEEN HELD ONSITE NTH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMUTE€. THE PRE- CONSTRUCRON MEERNG SHALL BE SCHEDULED NTH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. TO HAULING RECEIVE APPROVAL BFROMATH IA ITY TO ANY FTHE SEDO AUL ROUTTE. THE I DEVELOPER SAL COMPLY it 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 CERFICARON" SHALL BE PROVIDED STATING.• "THE GRADING UNDER PERMIT NO. 14366 -0 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOW ON THE ATTACHED AS- GRADED PLAN" THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNA711R€ OF THE CIVIL ENGINEER ONO CERTIFIES SUCH GRADING OPERA 170N. IG SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECRON HE SHALL INSPECT AND IVA77ON PLACEMENT AND COMPACRON OF FILLS AND BACKRLLS AND COMPACTION OF 7RENCHES HE SHALL SUBMIT SOILS SQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL AND EXCAVATIONS ARE ACCEPTABLE FOR THDR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDLNG OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERiTES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME 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 NTH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECRONABLE 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 SPECTICARONS 15 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GR ADE T 0 P RODUCE SMOOTH SU R FACE AND UNI FOR M 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 *11CH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE NTH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SI7E BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED NTH A NEAT AND FINISHED APPEARANCE FREE ROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED ROM 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 NTH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED MTHIN CITY STREET RIGHT- OF-WAY ON CITY PROPERTY, OR NIHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING C6NSIRUCNON 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 ROM THE TRUNK OF A IREE 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 PROTECTED IN PLACE. EVEN IF APPROVED IMPROWMENIS AR, IN CONFLICT NTH A CITY TREE, IT MUST NOT BE DIS7URBE °D UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL 18. if ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY THE PROJECT CONTRACTOR SHALL DIVERT DIRECT OR TEMPORARILY HALT GROUND- DISTURBING ACPWRES IN THE AREA OF DISCOWRY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCES SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST HISTORIAN OR PALEOTOLOGIST IN CONSULTATION NTH THE DEVELOPMENN 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 ACPW PES 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 ACIPWTY, THE PERSON RESPONSIBLE FOR THE EXCAVARON, OR HIS OR HER AUTHORIZED REPRESENTARVE 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 AFRUAiED //TCA NARVE AMERICAN MONITOR SHALL OCCUR UN CORONER HAS MAD NECESSARY FINDINGS AS TO ORIGIN AND DISPOSIR PURSUANT TO PUBLIC RESOURCES CODE 509798. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PR07ECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE TCA NAPE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY YAW. AS FURTHER DEFINED BY STATE LAW. THE CORONER WOULD DETERMINE MININ TWO WORKING DAYS OF BEING NORRED IF THE REMAINS ARE SUBJECT TO HIS OR HE AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) 107HIN 24 HOURS THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST UKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED THE REMAINS SHALL BE KEPT iN PLACE),, OR IN A SECURE LOCATION IN CLOSE PROXIMITY T0. WHERE THEY_WERE FOUND, ANb THE ANALYSIS OF THE REMAINS ALL ONLY OCCUR ON -517E IN THE PRESENCE OF THE EROS/ONCONTROL 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 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCRON OF TEMPORARY EROSION CONTROL MEASURES WI €N RAIN IS IMMINENT. 3. 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 SARSFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5 THE CONTRACTOR SHALL INSTALL ADDINONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA RON OR UNFORESEEN CIRCUMSTANCES 0HICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY ROM 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 (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTIONBMP/IMP NOTES i. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF ROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT ROM THE CITY. J. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND /OR TO 77JRF OR LANDSCAPED AREAS WiTH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE ROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FAC /UTYAND /OR THE TURF/LANDSCAPED AREAS 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE ROW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BUR 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% 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 /MP/BMP FACILITIES SHORN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7 THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8 ALL EXIS77NG AND PROPOSED 7RASH ENCLOSURES SHALL BE RT7ED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRAC77CE REQUIREMENTS THE TRASH 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 DUMPSTER AND TO PREVENT ANY ROW OF STORM WATER THROUGH THE 7RASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED AIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ / GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILiER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED 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 URUTY, PIPE OR SIRUC7URE WITHIN THE LIMITS OF THIS PROJECT 3 ALL EXISTING FACLURES WHICH MAY AFFECT FINAL DESIGN, LE, LINE CROSSING, LINE PARALLELING OR PROPOSED CONNEC77ON SHALL BE RELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACLITES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS LF FACIL177ES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. �4/IxylrL�1,�IG'/ LTG' L��ll,! LB��t�I�I�C9�I: L►/ Lild1,' �4i7�I; L► � /�" / /��Leli'L�L�":Z.Yx:�%LK1G�1 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7 ALL W47ER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL 07HER 7RAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING 8. CALIFORNIA STA7E 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 NTH 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 NTH WC -17 OR WO -18. STORMWA TER POLLUTION CONTROL BMPNOTES RELATIVE TOCONSTRUCT /ONACT /V/TIES 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 STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION S/TEACCESS A STABILIZED CONSNUCRON SITE 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 GUTTERS 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 CONTROL 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 VEGETATION, AND BONDED RBR MATRIX. NO EXCAVATION AND GRADING ACRWPES ARE ALLOWED DURING WET WEATHER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PR07FCT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONS7RUCRON 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 IEGETANON AS SOON AS POSSIBLE, ONCE EXCAVARON AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CON7ROL SHALL BE MINIMIZED. ON- S /TECONSTRUCTIONMATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY AiLL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER ROM STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE AGGREGATE BAS€, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILIZATION MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR NTH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OAWER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT ST0RMWA7R REQUIREMENTS AND THEIR ON RESPONSIBILITIES WASTEMANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONS7RUC770N MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY iHEM INTO THE CONVEYANCE SYSTEM IS SNICILY PROHIBITED. NO SEEPAGE ROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS IKES SHALL BE PLACED AROUND ALL U /D D MPSTERS TO DiVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED REQUENNY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCRIRES NTH IMPERVIOUS ROOFING OR COVERED NTH TARPS IN ORDER TO AVOID RAIN CONTACT NTH ANY TRASH MATERIAL. MANY CONSTRUCTION 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 WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HORINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPS7ERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED REQU€N7LY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY ROM STORMDRAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY ROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND afAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY ROM CONSTRUCRON SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS I. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND SIRUCTURES 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 SHORN ON THESE PLANS, HOWEVER.- THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY EXISTING UNLIRES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OMIERS OF SAID UTILITIES OR S7RUCR RES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. A. SEWERS - ENCINITAS SANITARON DISTRICT - (760) -633 -2700 B. GAS & ELECTRIC - SDGE - (760) 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT - i- 800 - 227 -2600 A TELEPHONE - SBC BELL - (760) 489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760) 806 -9809 X2233 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT PHONE: (760) 633 -2770. 3 THE CONTRACTOR SHALL GIVE 24 HOURS NONCE ON CALLS FOR INSPECTION. PHONE.- (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENERT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL IMPERVIOUS AREA SUMMARY IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 1,878 SF IMPERVIOUS AREA AFTER CONS7RUCRON 8,117 SF IMPERVIOUS AREA INCREASE 6,239 SF IMPERVIOUS AREA NEW 7,676 SF IMPERVIOUS AREA REPLACED. , 441 SF STORM WATER STATEMENT- THE BIO- RLTRANON BASIN W/ PARTIAL RETENTION HAS BEEN SIZED USING THE HMP SIZING FACTOR. BIO- RLTRATION BASIN W/ PARTIAL RETENTION AREA =1,733 SF REQUIRED, 1,739 SF PROVIDED. PUBLIC WORKS PLANNING DIVISION OWNER LF ENCINITAS PROPERTIES, LLC 441 SAXONY ROAD. ENCINITAS, CA 92024 (760) 707 -9897 S/TEADDRESS 810 €CK€ RANCH ROAD ENCINITAS, CA 92024 ASSESSOR'S PARCEL NO. 256 - 330-62 LEGAL DESCRIPTION PARCEL 1 AND 2 OF CERFICATE OF COMPLIANCE RECORDED JULY 28, 2000 AS FILE NO. 2000 - 0399848 OF OFFICIAL RECORDS OWNER'S CERTIFICATE I (NE) HEREBY CERRFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR MIL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS ROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF OR IN ANY MANNER CONNECTED DIREC7LY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNERS AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS OFFICERS, OR REPRES€NTANVES FOR ANY AND ALL WORK OR CONSIRUCiION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS NiiAN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS SIGNATURE / DA 7E.- F RLEY, PRE57DENT AND C.E.O. LF ENCINITAS ROPER S, LLC A CALIFORNIA LIMI7ED LIABILITY COMPANY STATEMENT OF ENGINEER OF WORT LEGEND PROPERTY BOUNDARY PROPERTY LINEAICHT OF WAY SETBACK LINE EASEMENT LINE DAYLIGHT LINE EXISTING CONTOUR EXISNNG ELEVAPON NEW CONTOUR NEW ELEVATION DIRECON OF FLOW CONCRETE PAVEMENT 810-FI. TPA PON W/PARNAL RETENTION BASIN PRIVATE CATCH BASIN CMU RETAINING WALL THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRAC7iCES OF THE ENGINEERS TRADE OR PROFESSION. THE 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 PIANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN I7S CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION 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 THE CITY OF ENCINITAS AND ITS OFFICERS, AGEN73, 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 WPIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. _�� 1 •/ 4 /- 2 / SIGNANRE. oC DATE. N OFESS /0 VINCENT L SAMPO COMPANY.• SAMPO ENGINEERING, INC. No. 44173 ° z ADDRESS: 171 SAXONY ROAD, STE.. 213 ENCINITAS CA. 92024 w m PHONE NUMBER: (760) 436 -0660 06 -30 -21 RCE EXPIRES. • 6130121 rqJ C I V I SOILS ENGINEER'S CERTIFICATE FOF CA�\F I, JEFFREY A. CHANGY, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY STATE THAT IT IS OUR PROFESSIONAL OPINION THAT A SAMPLING AND S77JDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS S17E WAS MADE BY ME OR UNDER MY DIRECTION ON SEPTEMBER 21, 2018 ONE COMPLETE COPY OF THE SOILS REPORTS COMPILED FROM THIS STUDY, NTH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CiTY ENGINEER FURTHERMORE, i HAVE REVIEWED THESE GRADING PLANS AND IT IS OUR PROFESSIONAL OPINION THAT 771E RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIRCAPONS { (E N G I N E E R I N G •, � BNo. SIGNED: ERTIFIED PAUL J. DERISI * C€G NO.: 2536 EOLOGIST �\Q� / t � SIGNEDAE w HANF ca GE: 2314 a RCE.• 46544 1 COMPANY ADVANCED GEOTECHNICAL SOLUTIONS, INC. 9707 WAPLES STREET SUITE 150 SAN DIEGO, CA 92121 PHONE NUMBE EARTHWORKDATA MAXIMUM IER77CAL DEPTH OF CUT = 5.0 FEET MAXIMUM VERTICAL DEPTH OF FILL = 63 FEET Ey A. y�Z Fyc N0.2314 A CUT = 330 CY FILL = 2,000 CY IMPORT= 1,670 CY REMEDIAL = 349 CY (1' REMOVAL AND RECOMPACTION UNDER, AND 5' OUTSIDE OF BUILDING AREAS) AREA OF LAND DISTURBANCE= 24,516 SF PARKSANDRECREAT/ON I VIII BMPPROJECTSTATUS PRIORITY HMP PRIORITY STORMWATER 7REATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER 7REATMENT AND STORMWATER POLLUTION CONTROL FACILI RES" RECORDED ON I a - 1-7 '1 / AS DOC. /L (SIR - CX °l00�6 SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT I � 1 I \ VICINITY MAP ( (� -(q -�� 9 ���Y�{ �P�C� 1I ltillq NOT TO SCALE SIGN ATE SIG DATE SIGN DATE IGN DATE SIN DATE CHANGE ND. DESCRIPTON APPROVED DATE BENCHMARK ASBUILTAPPROVALS DESIGNED BY DRAWN BY CHECKED BY ENGINE R /NGD /V /S /ONAPPROVALS C/ TYOFENC/ NI TAS- DEVELOPMENTSERV /CESDEPARTMENT DRAWING NO, AO AO V4S 25" BRASS DISC STAMPED EIVC -26 L.S. 7322 IN T. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMM N // D: GRADING PLAN FOR.- 610 ECKERANCHROAD PUBLIC WORKS v PLANNING DALE l2 `� PROF/TAGRO GREENHOUSE 14366-6 / ✓ STEVE ( EDWARD J. W1MM I/ .L �� TY EN NEER APN,• 256- 330.61 R.C.E. Na N0.: 44173 REVIEWER VINCENT L. SAMPO 11- I ( ' C SENIOR ENGINEER VA IL INSPECTOR ENGINEER OF WORK EXP. 6130121 DAIE DATE PLANNING CASE NO. 18 -204 ADR CDP SHEET I OF DO O con' 0= ILz � w Q W QZ h Z z w s a GREENMOUSEFOR LEICKAGFOUNDATION- 810ECKERANCH ROAD j[4 '0 PROJECT SITE, SEE SHEET J. F-1 � u PR/VAiEROAD_ _ -- __ - -- - 1 5 N J t P PARCE A GREEN - � AfNt 2ss- 3Jn-s2 �, �_ 'JJI � I III �I NEW BID- BASIN�� Iron 0870'33"W 485.43' 's IMPROff r j It �,- �� � I PRI VATE ' PAR0 8 l 1 e AA1h 256 -MO-63 rat 1 15.2' It 1 A--4695,18"' R= 23.00' L =1870' 15 L R =75 �$ jr mss �� t ,� ,L =71.7 � 6tCH .21.7) . .� m— -- 1 -` -a A =3474' it l N4521'11 RE 4228 , R =4000 h PARCEL 2 Xt p ( f t t Af�Y,° 256 -172 -� 1 t t V} 7 1} i d 1 Jt i % dxEes 1,�1 t'j I; "" i { t I �t i � Jrti !� �lr, �/ r ``'t} IN IN 0 d1 rt ! /t' r ( J %r/// ` \�:�\� �111I'S \ I_ —__.� i�`p f��ll,i� \l� ....✓✓JJ 1 J t / ✓- ; PROPERTY LINE .. - - s j, t i u i ,'t, ;� 4 , ' o\ �+ - - - `r� j %` A 111\ } i ; o U -- — 1---— "a�' -- — 1�A J'`? - 1s%% : - - -,_ - - - - - - - -L_ - - ` N887143'W 75.26 N883349 W 1373.23 i' _ - IN j s \t� 9 I g .111 IN IN \\ `l ` ii N06U2'111V 15909'- - G `at\. \` N - j \ '!c\ Ii'1` \ \ r I lil �l coq t` t� `;\t ```� \ 4 �� /� _�l v v V\ i�m u N\ v A 4 I`�'� MI 1 f / /(! //�� \l t \ \II Ji1( `\ ` , r1 i Ulf ROAD ii IN vv i r \h, — I Ijl ] , a�P � 1A'vk 0 � IN ��'S y f \ I — IN Gill 2 �� i11 1,-1 -� - \ \ I 21 777 r Ir --- --- - - - - -- \\ IN N88W:J21V 204.78' 2 t' r ' �d ` � PARCEL I I — 22 1 1 4�1 -L- --r� —,... .. =- _ � I 11 C.O.C. 2000 0399848 r I -- �I o! \ -_=_� _ ' ,, �p § 1. �1'. t Ir p I !I III \ ! �� ,1, ---,� _ C.00. 2000 - 0399848 f = I 1 �� � =�_ � a �, r- _ ` � ,. , 4 ,c, l 117 J ,t it o IG I I A= 4735,50 u 4 i 1• f g a li i I APN.' 256-330-0 o (� _ �— -- I �I ! i� Ii � _I© 1,1 R =15.00 I � � �I i '�.. L =1246' ,.� �I I c 1 - >- i;� �: III I _ i�� 1 4 �. APN 256- 330 -62 -- (' `!I �� ��, `\ t It I It �l i1 t 1 , a --_ -- - ( -�� - 23 I I NEW GREENHOUSE �a j G 1 rt- a {4`i% ZVI SfLYO'"N eEPo2Y PL _ —_ -� 1 1 r �� �a op N 20 I I �i � I 1 Ihi I v 1 1t I 1 ;r I �\ , �` i� ! jQ�& � I1 Illli I 21 � _ 6 I I I `,— p i { lar ,r N08T1902 °f 7L82' N887526"W ,� , - ��- = �_._ - - _ -- R =1800 - - -- ���� 1 -- -- - - -- �� l L- 26.21' - - __ -.- - _ +� — - -- t- - - - - -� I A -- 1 111!1 ill r r 8 In _. tr !I ' 1 { Y Pl- IN, 18 2S 2 1 1vY z �iIti 1'l 1� rfl 1 i1i ii . It 4.> I � \ PPERTY UNf_ imI i 1 t�no l S r 1 8 _ - - - -- i l ! N, IL N, 7OF38 925.85, t N8837'48W 299.86 j ` I v A KEYMAP /ENCUMBRANCES I " -100' 3 \� f PA EO 'mac i 5 VERSES _ 4,04 1965266,7 - _ = 6246423.6 - 2?8.97 ENCUMBRANCESQ A PRELIMINARY 777LE REPORT PREPARED BY NRST AMERICAN TITLE COMPANY ON AUGUST 18, 2019 AS ORDER N0. NHSC - 3529104 (Oi) WAS REVIEWED FOR EXISTING ON -S /7E 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, PACE 189. 9. EXISTING EASEMENT GRANTED TO SAN DIEGO CONSOLIDATED GAS AND ELECTRIC COMPANY FOR PUBLIC U77URES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 19, 1929 IN BOOK 1604 OF DEEDS, PAGE 39. 11. EXISTING EASEMENT GRANTED TO COUNTY OF SAN DIEGO FOR PUBLIC ROAD PURPOSES -(ROAD SURVEY NO. 700 AND INCIDENTAL PURPOSES, RECORDED JULY 31, 1936 IN BOOK 536, PAGE 379 O.R. 12. EXISTING EASEMENT GRANTED TO SAN DIEGO CONSOLIDAiED GAS AND ELECTRIC COMPANY FOR PUBLIC UT7U77ES AND INCIDENTAL PURPOSES, RECORDED AUGUST 12, 1936 IN BOOK 548, PAGE 172 OF O.R. (UNDISCLOSED WIDTH- PUBLIC U77LITTES) 13. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC OMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY ; 1949 IN BOOK 3097, PACE 377 OF OR. (UNDISCLOSED WIDTH- PUBLIC UTILITIES) 14. EXISTNG EASEMENT AND RIGHT OF WAY OWR AND ACROSS A STRIP OF LAND 12 FEET IN N1DTH OF A PORTION OF SECTION J. HEREIN DESCRIBED AS SET FORTH AND DESCRIBED IN A JUDGEMENT IN FAVOR OF 711E PLAINRFFS IN CASE NO 152843 RENDERED ON MAY 15, 1952. (NOT PLOTTABLE). 1:5. EXIS77NC EASEMENT GRANTED TO SAN DIEGUITO IRRIGATION DISTRICT FOR PUBLIC UPLI77ES 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 UBLIRES AND INCIDENTAL PURPOSES, RECORDED JUNE 21, 1963 AS INSTRUMENT NO. 109110 OF O.R. 18. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTIURES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 24, 1966 AS INSTRUMENT N0. 32289 OF O.R. 20. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC U77LI17ES AND INCIDENTAL PURPOSES, RECORDED APRIL 15, 1966 AS INSTRUMENT N0. 63690 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. EXIS77NG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC U17LIRES AND INCIDENTAL PURPOSES, RECORDED JULY 1, 1966 AS INSTRUMENT N0. 108557 OF O.R. 23. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC URL17iES AND INCIDENTAL PURPOSES, RECORDED AUGUST 21, 1967 AS INSTRUMENT ND. 125740 OF -O.R. 24. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY1R PUBLIC U17LI17ES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 26, 1968 AS INSTRUMENT NO. 32191 OF O.R. 25. EXIS7iNG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 20, 1968 AS INS7RUMENT N0. 163570 OF O.R. 27 ENS77NG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED APRIL i1, 1969 AS INSTRUMENT N0. 63002 OF O.R. 28. EXIS77NG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UPLI77ES AND INCIDENTAL PURPOSES RECORDED MARCH 2, 1972 AS INSTRUMENT NO. 50948 OF O.R. 29. EXIS77NG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 5, 1973 AS INSTRUMENT N0. 73- 250772 OF O.R. 30. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JULY 14, 1980 AS INSTRUMENT N0. 80- 219863 OF O.R. (NOT PLOTTABLE). 32 EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTIU7IES AND INCIDENTAL PURPOSES, RECORDED AUGUST 21, 1985 AS INSTRUMENT N0. 85- 302279 OF O.R. (NOT PLOTTABLE). 44. EXISTING EASEMENT GRANTED TO SAN DIEGUITO WATER DISTRICT AN IRRIGATION DISTRICT ORGANIZED AND EXISTING UNDER BY VIRTUE OF THE LAW5 OF THE STATE OF CALIFORNIA FOR WATERLINE AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 5, 2013 AS INSTRUMENT N0. 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 OFRCE OF THE COUNTY ASSESSOR OF SAN DIEGO COUNTY. PN 06 -30 -21 K J9TF CIV1\- o�ar`P OF CAI-�E cxo c>0 ASBUILTAPPROVALS DESIGNED BY DRAWN BY. CHECKED BY ENGI EER /NGDIVISIONAPPROVALS CITY OFENCI NI TAS- DEVELOPMENTSERVICESDEPARTMENT DRAWING NO, ° CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AO AD VLS DESCRIPTION.- 25" BRASS DISC STAMPED ENC -26 L.S 7322 INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO d• APP GRADING PLAN FOR: 810 ECKE RANCH ROAD LOCATION: SAXONY PLACE 200, NEST OF SAXONY ROAD PUBLIC WORKS ON AM A PLANNING DA 7E : I Z' � 9 S IAK EDWARD J. MMMER PROF /T AGRO GREENHOUSE 14366 - RECORD FROM. ROS 18416 / ��� CITY EN EE APN.• 256- 330.62 - R.C.E. NO.: 44173 I ELEVATION.• 175.189 DATUM: NA W88 REVIEWER VINCENT L. SAMPO ` �! r I 9 r NI ENGINEER A INSPECTOR ENGINEER OF WORK EXP. 630/21 DATE DAlE PLANNING CASE N0. 18 -204 ADR CDP SHEET 20F4 0= [L Z� W IZ QZ ZG� w s� _ �=� RIM 18655 _`� = - SUR " -° IE 17941 GA ,E ' - - - 21, 6 BOX - CONC.`, -- - - i 5349W 1373.23 - o I I 7� 4 - - - c- - - -- G L 15.0' t� ��' / a: 1 9, _ - - -- - --� - - - -,- - - - - - _ _ SYSB �- - = - � J � " �',� + �, � � ( _-- -- � / 1 � P g --�-- -- `--- - = - - -- g �' 19.4 - 7- �- -,-°- -� - ��' -G :- �P °�_ _ <.. 3 {�! h,A 11- , 9 - - - ,x CAUIRWE PRIVATE PMT Pr.. 7 (� - - -/- - -- - DRIVEWAY - -_ EP _7 �+- „- �.- 87.35 1C 7 H . - _ - / L- r` 186.84�Ft = r`- - =- _� ABMIDAVED_= -�! -_ -y , T /' l i '_ i. t- -- T pip �g/� - -�.:- - - -- -- 1r_ -__- _ �!L:; -''. .i i T IiY1J Y/R� - _ -/� -� - -- - -�__- - - - -fir - -YY- - _ � .. i� f r - - -- - - - -,L 7 _ r - - - - - - _ - - - -_� - -= 2%) 4 \ I CAVIRACIA4 9 �G / / / 9� ' / an' - 7 � `r ;t, < � l ' '' � /�� °- _ _ _ 9X I � . I 118 EPI __ �, � n, � ' X' / / t 4 i ,' fiA I� �,t._ i '� ,�,f,r_J(�r,_r, �' ,a`l ,`' -;II- �) - j - x,8 "' R7IEIY - 2 3.5 DE X i.3' I -- - ---- - - -L Q AS 1 PE1 3L3' EXISBNG WIDE w g � / � f - - -'.i � - �- - ,' % -7/- W g r� / I „ R_14 ; . 7' ( x20 7 21a. I A 17�.Qg � M. DRIVEWAY � / S 3.5' W DE X �,5 v ' L OPENING cn 18Z 1 II- i // ` f ( �i� G- 011 i 5 i C CMP SQ ASN iPE y 5 1 6 ( h - N W 213. - l -PIS E ti yap y E r 1 7. y 3 ! V �' x205.5' l_ \ 191 I; a �. I / f i i CAUIIQIB / 69 3 �G ti \S (; J86.P� IG' � � ' I c� , G I O $ x1974 / 1� 04.7 1-- a`� � � ` � � I I { � � ABMDANED 4 r 188.27 X 200.3 (i GAS LAI9 WpU G1GWIRACTAP C� ECG ti13a 1 RO it v' 'TG A! VERIFY 1916 N i l 6;M I .I DAYUGHT � g I f j I . 4 M PI FG 1 DAYUGHT � LINE I B1118777 = uN 1 = ° CONSTRUCTIONNOTES: Y 1. 7HE EXIS77NG TOPOGRAPHY AND BOUNDARY SHOWN HEREON BY ROBERT J. LUN GU1/AME ABAA�AIED GAS L91IE ._ -_. - -- - r " (xMt1RACTA4 _ ; & ASSOC. A D 622/1 AND SUPPLEMENTARY TOPO BY SAMPO ENGINEERING, PROPERTY uNf -= - _ - INC ON 7%268 AND 7 119. AEYQ(/51/ A 11fL BY SAI - J ESP All AREA A� Mt7BY -2. A PRELIMINARY TITLE REPORT PREPARED BY FIRST M RICAN PRE COMPANY _ - - �" - - _ ON AUGUST 18 2019 AS ORDER N0. NHSC- 3529104 06 'I REVIEWED REVIEWED FOR - ----- ! _ OEXISPNG ON -SITE EASEMENTS SAID EASEMENTS HAI BEEN PLOTTED HEREON. V / SEE KEY MAP SHEET 2 FOR THE EASEMENT CALLOUTS .COLLEC110N TO THE SARSFACP, N OF THE CITY ENGINEER. WATER SHALL NOT BE > 3. ROOF DOWNSPOUTS TO BE DISCHARGED INTO LANDSCAPING AREAS PRIOR TO TO POND ON S/IE AND SHALL NOT DRAIN TOWARD BUILDING - FOUNDATIONS L- - f -1_ -� -- -- - -1 f ._ 1� _ _, _ IT r _ = _ = - /- - 4• ANY PROPERTY MONUME T THAT IS DISTURBED OR DESTROYED DURING rCONS7RUCT/ON SHALL BE RLPLACED BY A LICENSED LAND SURVEYOR AND A ti' 6Q ti 6R 1 '64 1 J � : GW1/A1Y UPAN YOSOACT �ARCUOSI� TO RELEASE OF THECNTR FILED NTH BAHESE C 5 ALUR A1DD / ti\ �Y t0 titi\ 1 lti v ; L i f 5. BMPS SHALL BE PRIVATELY MAINTAINED AND THE FACILITIES NOT MODIFIED OR CY REMOVED NTHOUT A PERMIT FROM THE CITY. S 5 „ 4 awm4CIAP i x2a207� T66` F \ l 1D If2FY 6. GRASS AND LANDSCAPE ARE S DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIO WITHOUT A PERMIT FORM THE CITY. IE 221' t 7. ALL GRADING, WALLS � UTILITY AND STO�IM DRAIN TRENCHING SHALL BE I DESICNAHD AND APSROrD BY THE PROJE T GE0IECHNICAL ENGINEERING OR HIS OF PAD ° ° r 8. CONCRETE FLATWORK SHALL CONSIST OF 4 -INCH THICK CONCRETE WITH . v /215 r 4 ° { 7 STRUCTURE / REINFORCEMENT AS RECOMMENDED BY THE PROJECT SOIL ENGINEER. CONTROL A. ° . L< , ' JOINTS PEER SOIL ENGINEER. REFER TO SOIL REPORT FOR ADDI77ONAL ji DAYLIGHT I i 4 "' DIA. ( RECOMMENDATIONS C, LINE STEEL POST I p + 9. STORM DRAIN PIPES SHALL NOT BE CONNECTED TO SUB DRAIN PIPES ATRC - ry- G� I m - f I 222su nr g 4 I h ' / 11 1 1 10. BOTTOM OF WALL ELEVA77ONS SHOWN HEREON MAY VARY BASED ON SOIL V N x1933 I �! (15X) i 1 ( x208q i jl 1 222.90 HP 8 T fidNC I ,ENGINEER RECOMMENDATION DURING CONS7RUCRON. 8B' 1` I ; 192.6 ' �� ii1 / x1 �i GRL 'ENHOUS'E 19.4' 2 I�!M 9, _ JK.92 LP 1 7 / X 2050 T ( l I 4 �� UMIIS II i I 11. ggpA�{SgPHAL� CONCRETE � �PRA6 pE�T �SgEgCAONgSgH�ALL BEp MINIMUM COMPACTED OF W < / f ��� 3' - SUBGR��EUIL. SOIL ENGINEER Ti� WIDE E�A���ECTION. x1971 ± i �! a DA - - / ��� I I AI;' I l Tl l / T I LOCH 7F ALL UI7LIIlES PRIOR TO CONS)RUC110N. Q' N APN.• 256 330 62 ! x209.1 , PAD 2230 g 12. EXISTING U77LIRES SHOWN HEREON ARE APPROXIMATE. THE CONTRACTOR SHALL _ �> \ o Q I LINE �. N BTO- m IRA 77ON WITH PARTIAL RETENTION BASIN ; � l ` � � 21.3 w I I I � _- - -_.. HAS BEEN OVERSIZED FOR FU7URE GREENH SE' x196 m I I c ^ i O I �� fI - r 1 % 13. PLANT AND IRRIGATE NEW SLOPES TO THE SAPSFACRON OF THE c� I _ 5 t } E_ � i ',i N O P- A S I � � E I I : ' g vi - ( I 1 - -_ ) _ DEVELOPMENT SERVICES DEPARTMENT �s g x o - 6 I SEE SWt?MP REPORT DA TED L f I (' F� , + 2,1.:51r I I G POC I - KEY NOTES B` �- I ! ! 1 I�: '� } t I o /F� o z �3� I �.. 21 �1 -' I� Q �?S `L /F 6p� i 4 T I rs 192.6 j o i I I i I E ° �L 4 j j,. p 6 �I DEMOLISHN/PROTECT IN- PLACE w I �( i f �� [ I ) z� I i 4 cAU>x►u I �; �, f' I ,' (1 l r I I I 2 I z ABAA D PRIVAIF / w �� _ �� - I i 4 i I� 1. DEMOLISH EXISTING AC PAVEMENL SEE SHEET 4 DETAIL �ALV 1 m 2 GAS LIVE DRIVEWAY i l 2. DEMOLISH EXISTING GABION WALL 67 00 f - d� I I I CAVIRACIA7 x. 1 _ ¢ j A \ i x194.2 ;� w ; (PROTECT IN- PLACE) ( 6'= At J. DEMOLISH POR7T0N OF CONCRETE GUTTER SEE SHEET 4 DETAIL , .� a - \ 1 f �� �I Ill YtR�Y 7 V % j Ix2.01.? DAYLIGHT t I I ° ( i l f REE 4. REMOVE AND REPLACE PORTION OF THE GAIT FENCE, AC PAVEMENT AND 32 CJ� q Ii I I ( , ` 1 222.90 HP LINE B 8 AC BERM TO CONSTRUCT STORM DRAIN PIPE o I 0 r i L I ` , t l 222.90 HP p 1 � ;T 1 I '-, li.� 8 III �/ � � I GREEuHOUS� , 5. NOT USED � 8 P�2:42 EP 188139 - , x19,. , ' f 224.G6 EP f I � I °�' I 1 �/ 25.0' 25.0' ( 110 >:203jt 9 ( f l� 6. PROTECT FENCE�GAIE IN -PLACE / I j206.I i 1 I 4 !` 42 „/ CC fYSB / GI 2,. �5 i �. 1T 2 DA,_1 ( II IP� x2D9,� I x2221 DAYIGHT I F � , r 04 9 I 4 I' 4 I I ' � � `')!A. 17 PROTECT AC PAVEMENT IN -PLACE T: I �21> I / I f I I ; t Dc� ;u i LINE RE 8 PROTECT TREE IN -PLACE I .t 1 I 9. PROTECT CONCRETE RIBBON GUT7ER o j 1 I 60 :g 1 8 r c� III titi 6 l�� / x189.fi / ( 1 h 9 - / 10. PROTECT CMU WALL 9,11' }hi�., � I , I , � � � I [ i 'L 6 UM175 . �"• 1 i 17. PROTECT BUILDING /N -PLACE t � � � SO i r `�' i 1 ; , 1 � � � 0 \F. \ .1 •� 'lti � � � i � � , �- � / 1 A l ti 2 OF PAD „� oo G L \- 4" , l 184.1 Fr ( „ E f- 18.-6' i� �'�1II I 2.6'X 1.5' C,S (j AV -1, /' ! ° S - - 1� - 1 ©LIS_;�` \ - - DSC� 1� _''o �i i' I , I, ! » x / 6 13. PROTECTS ELRPOLE IN- FPLACE PLACE ti yo - 5 SEE DETAIL H 2J6.I tit, I.,. ck SH PI V� I 6- DIA. / I t \ 1 I �o I I� ro , - 5 R ! x 208,16 d ro 1ti - ,� y g OL ,RD �' i S ( lOx�2,, 1 y0 10 _F T� C I - I x 194.6 V 1 I L 4 ti 2 , 9 ON $fiEET 4 / 14. PROTECT STAIRS IN PLACE 0 s, S \ x 201 , % i ? ! \� , ; ! 15 PROTECT STORM DRAIN PIPE . f C RS �O, I 1 LP x189.5 19, O O -� / :4 \ 0 �1 SD \, D-- i ; N LET f ( -f D- -L p - I I i �II ~ - _ _I I w '16. PROTECT GREENHOUSE IN -PLACE \ ll42 .TY i CO / 5 1 , w t c SD- �- y r- s - - -SD D- -� 4 ?2224 r(, , t TG 1 4.06. RED gyp_ �ti 1 / 1 - FY 053 x2064 sD- --fSD- 5xD II r- II- - \� I t I ' r 17. PROTECT WATER LINE IN -PLACE ( Q Jr Y er . SD I L 2'X 7' C l I -� ---t�-- 6 x198.i % / l 21,. ; x � G u EP P - _ �� l % 205.1 j % / 7i �, -- q�22u j I I \ (?1 ? ; ' I 35 18 PROTECT PUBLIC SEWER MAIN IN -PLACE SdIJ H PIE I l \ \ 88 -? „ G- -E - -- - J G r_ C� / / n \ s �* - - -C x 1 - - _ _ _€ a K T ,P \ LINE 19. PROTECT GAS 1 /NE /N- PLACE. CAUTION.. _¢ / J ` DA �; I FL 17D.14 3. " (1A S I L g Y I PRIVi1IF 9 �, P p B P 184.5�PC P ' G FL x11` ` 1' ` `ten \ - - ' -` I I { s ` 120. PROTECT FIRE HIDRANT/WATER VALVf IN- PLACE. i DRIVEWAY x, T 1965 i o PRNA7E 9 ` 1 I 6 f I (PROTECT /N- PLACE)1 94.16 A . Pte' ✓Etv E N 7 f ` 26,1,0 � \/ x? DRIVEWAY , E - - iA' - _ -G , - -' � 2L PROTECT EXISTING TREES ALONG THE R /GHT- OF-WAY ON SAXONY ROAD x 4C; AVEMEti' F I 1 j 9 I PIPE 1 ,' 8 I \ 122. PROTECT CUP SQUASH PIPE IN -PLACE 18" IA. 7 / ! / / P dEMENr 1 Q \ t 1 J, '(PROTECTIN- PLACE) x209.6 7 �' { „ T T E 2 188.291 EP g. EP % X % f % l ` 1 I / AC 1 N, ! 84.1 FC ( ( ! OD . ENCE } 'WOOD FENS' f / I! / _ f / I J7. . 184.27 FL ~ I / /- - - -' "r Nd- o \ _� C J'! D Fcn! , I /EP _ mss___EP- - -- f f E f _ - I =/� %j (i ` - j Ss - -143 PROTECT GAUBION WAU�N -P ACE 6 C- -� - - - - ��h -1 r- �L 7- Y _�E 7 �� j I o L _ 7 I % 25. PROTECT CURB AND GUTTER IN -PLACE / 1 rn I I ' ,{ / a4�.' 6 / �` - '�' 1 -t" - - �i�ddD r NC r Vii - � ( ,- - - / e.�> !-T "...CA1/lIQK .... 1. % I� i / I �J p - g - -�� /bO F ` ;- T - - 7 ABAAOQI�D 1 .. +. / 126. PROTECT SUMP PUMP IN -PLACE 3 �" DIA. / % / HH h 1 �01A - /, t5o l I 6 za �GASLIIE - / t / l f / ✓ / 10 / CQVNACTA4 ( 27. PROTECT U11U]7fS IN PLACE I SYSB �� / �' � ' TO ww 2J71 29. PROTECT CONCRETE INLET BOX I -', 1 1 J t! I I 1 �J �t36.L. ��� f I r 8 / N8870'33 W 485.43' PROPERTY "LINE 11 �i 22.76 t1 1 o O J q / 30. PROTECT GAS RISER IN /� f - - -- 1119 41 �'/ ,.2= , � - - -� II NEW IMPROVEMENTS❑ zz z APN. 256- 330 -6✓ ' 1 / - 12I 1 ,/ , l - 1. 63' WIDE X 118' LONG GREENHOUSE Will / l NOTE. SPECIAL INSPECTION OF THE BMP FACILITIES BY A LICENSED CIVIL _ - -- - jl-✓- -� 2. CONCRETE STAIRS PER SDRSD M -26. SEE SHEET 4 DETAIL '1" 6 f ENGINEER IN THE STALE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. J. CMU RETAINING WALL PER SDRSD C -5 1 I r 6 AC PA �LT> 2 INING BUILDING OCCUPANCY AN INSPECTION REPORT SHALL BE I I 4. CONCRETE SURFACE PER CONSIRUCIION NOTE N0. 8 PRIOR TO OBTA i / P 1 1 1 �,`` I i i ' 1' -I� -� ` � / / / �� / ( l SUBMITTED WITH THE FINAL GRADING CERIIFICAIION TO THE ENGINEERING � � � FRI�LAIf � i � I l i ; � 'I` � � 5. 15' LONG BY 13.5' WIDE GRAVEL PAD FOR WATER STORAGE TANK ®ELEV. 214.0 o / / / / / / ^ ! DII�SION VERIFYING THE SIZE AND DEPTH OF INE EXCAVATION, GRAVEL AND �� ! , QRI tEWAY ' , j (I i -, (TANK DESIGN er OTHERS) w z ( 6. AC PAVEMENT AND BASE PER CONSTRUCTION NOTE N0. 11. SEE SHEET 4 DETAIL H' ENGINEERED SOIL DEPTH AND MATERIAL. STORM DRAIN PIPE, OVERFLOW, AND o o I IERA NC710N THE F T /TIES P THE ROVED GRADING PLAN. f II z �I ' �` �l 1 j I ' I/ n iC 7. TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING ---" r t j I RESIDENCE 8. 20' LONG BY 8' WADE GRAVEL PAD FOR WATER TREATMENT SYSTEM M PAD ELEV. SMH i RIM 189.44 _ / l �� 223.0 (DESIGN BY OTHERS) E 18D.89 / l I 9. 6" HIGH X 6" WIDE CURB PER SDRSD G -1. SEE SHEET 4 DETAIL E E H' QROFE / -,` / / 1 I S [ / �O K 10. CMU RETAINING WALL PER SDRSD C -6 h�Q V�Nj L' S9q� EGG 1L 42" HIGH GUARD RAILING SEE SHEET 4 DETAIL H' =' o S 12. LANDSCAPE AREA. SEE SHEET 4 DETAIL H' No. 44173 A SOD STORM DRAIN /WATER QUALITYO 06 -30 -21 * DEEP ROOTED DENSE, DROUGHT 1. 12" X 12" PRIVATE CATCH BASIN BY HDS' OR APPROVED EQUAL ITyr OF' CATCH ���P TOLERANT PLANNNG SUITABLE O 36 "X TCH BN FOR WELL DRAINED SOIL PER SDRSD D -08 12'X12'" GALVANIZED MIN 6° (TIP) PLATE 2. PRIVATE 210 DIA. RCP PRIVATE STORM DRAIN PIPE (1350 -D). SEE SHEET 4 DETAIL H' 20 10 0 20 40 2-3" HARDWOOD SAL PLATE WITH J. PRIVATE STORM DRAIN CURB INLET PER SDRSD D -2 TYPE B. SEE SHEET 4 DETAIL H' WITH STEEL GRATE MULCH %3z" DIA. ORIFICE 3� x 3�9' _ 4. PRIVATE 6" DIA. STORM DRAIN PIPE (SDR -35) SLOPE 0 1X MIN. TG 192.35 z FOR DRAINAGE 3" (Typ) STj1IMM STEEL p ORIFICE 5. 6" DIA. STORM DRAIN CLEANOUT PER SDRSD SC -01 SCALE: 1" =20' 877 1.5 1.5 0.65' M/N 1REEBOARD DOLT AND kln -r 6. 4' WIDE X 8" ]HICK PCC HEADWALL PER SDRSD D -30 W1 192.35♦ i ROW 7. 36" X 36" G -1 PCC CATCH BASIN PER SDRSD D -08 W71H STEEL GRAZE EXIST AC BERM FIG 191.51 10" / 8. 3' WIDE X 5" THICK CONCRETE RIBBON GUTTER PER DETAIL ( PRO7ECT IN- PLACE) I 1' MAX I 6" DIA. PERFORATED SUB -DRAIN PIPE 4 18" ENTERING INTO CATCH BASIN a _ � 9. 92.5'X 20.0 ((W')SF 810- F/L IRA PON W/PARTAL RETENTION BASIN J1 PAD 123.0 0 I5116HOLE DRILLED 10. RIP -RAP ENERGY D/SSIPATOR PER SDRSD D -40 TYPE 1 USE 12 BACKING 12" THICK I� I I 18 THROUGH PLATE OVER 12 DEEP AG FILTER BLANKET _- III -III I I I I 111- I��I 6" DIA. PVC PERFORATED 78' MIN. ENGINEERED I . I ��!r I NOTE NO LINER PIPE lEav 188.27 6" UNDfRDRA/N O/L*SEE NOTE BELOW " FILTER COURSE LAYER g DIA HOLE (7YP) 11. PCC CATCH BASIN RFO F PER SDRSD D -7. SEf SHEET 4 DETAIL EXIST. AC PAVEMENT DRIWWAY IEOUT 186.50 4 12. PRIVATE 4" DIA. PERFORATED PVC SUB -DRAIN PIPE (SDR -35). SLOPE 1X MIN. SEE (PROTECT /N- PLACE) 8 NEW GREENHOUSE PERMITTED 31 OFFSET 3 4" GRAVEL 18" DEEP / DIA. ORIFICE DRILLED INTO BOTTOM OF BASIN SHEET 4 DETAIL H' SI0V PLATE SEE DETAIL C ON PLAN VIEW 13. PRIVATE 6" DIA. PERFORATED PVC SUB -DRAIN PIPE (SDR -35) SLOPE 1X MIN CROSS- SECTION C� GREENHOUSE BIO -FIL TRA PON WW/ PARTIAL RETENTION DETAIL FLOW CONTROL ORIFICE PLATE DETAIL 14. 12'X11" PCC CATCH BASIN BY "BROOKS" (5 APPROVED EQUAL A `�D7 , 75. 18" DIA. PVC PRIVATE STORM DRAIN PIPE (SDR -35) JN: 18 -117 11 -14 -19 N15 *BIO FILNATION'ENGINEERED SOIL LAYER SHALL BE MINIMUM 18" DEEP SANDY LOAM SOIL MIX NTS 16. PRIVATE 8" DIA. STORM DRAIN PIPE (5DR -35) e WITH NO MORE THAN 5X CLAY CONTENT. USE BID 65 SOIL MIX THE EFFECTIVE AREA OF THE PAM P Q BASIN SHALL BE LEVEL 17. CONCRETE DITCH PER SDRSD D -75 TYPE B. SEE SHEET 4 DETAIL H' ��' -=-- /''ENGINEERING, INC. l77 SAXCWY RQIQ 3ik7E 21d ENCb17TAS CA 92721 TEL: (71)136 -Gm'0 FAX (760) /36' -GSS9 ASBUILTAPPROVALS DESIGN er DRAWN BY- CHECKED BY ENG/NEE /NGD /V /S /ONAPPROVALS CITYOFENCINITAS- DEVELOPMENTSERV /CESDEPARTMENT DRAWING NO. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AO AO Its DESCRIPTION, 25" BRASS DISC STAMPED ENC -26 LS 7322 TNT DATE PLANS PREPARED UNDER SUPERVISION OF RECOMM N ED: \ GRADING PLAN FOR: 810 ECKERANCH ROAD LOCADON.• SAXONY PLACE 200, WEST OF SAXONY ROAD Pueuc -WORKS PROFIT AGRO GREENHOUSE 14366 -G VINCENT L AM PLANNING ,// D DATE ' l2 S1E /M EDWARD J. W1MME RECORD FROM. ROS 18416 lz�"o /* R.C.E. NO.: 44173 CITYENG/ EER APN.156.330.61 ELEVAPON.• 175.189 DATUM.• NAVD88 REVIEWER VINCENT L SAMPO - t ° Lc ( ! SHEET 30F4 ow Effafin7- A INSPECTOR ENGINEER OF WORK EXP. 6/30/19 DA7E DATE PLANNING CASE N0: 18 -204 ADR CDP - - - - - -- - -- - - .,r \. � ,-- _. �- - - -_ -- ---- - -_ - - .I. - .__ -- -- - -' � ° BY I POPE lNF f 119.41 r - - , - - - = `� - -- - -- { % - - i GAUTI ° N885349W 1373.23 OX ' c ONC. - -- - - -- -- - -- Q - �- 4�G- SfSB = \ `` 45 \ �` �' TRAC /- -_ TO 5 ] EMPORARY SILT FENCE P 7` - �P - - i T - �- 1 r.f _- - _ �OFESSIp _ # i / PRtVATE - . 7 - 0 - - - - - URiVEWAY - - / - _ EP + - E =D - -6 - f v - • PER 09NL G CASQA DEFAII r- - - - - - - - S - -- - ... �- SC-1 7 _L _ L - - - -f�- -� Z �7ET' _� - -� - - %- � - -� 2r 1 ;_ r F__ � � -= 7� _� 1 -- - �W vE, 9q� mac, tom_ - - �' -- - - -- - - f _ 5 �� � E7 = PORAR STABILIZED c r t f I 9 T- -- 1RACT {0�` :� r TOLE J fABINL! `1:, / fF L2 = =iF 3 f = � / c� ° �0NlSTRUCBON ENTRANCE f " i r fir y 1 9 w No. 44173 r 'PER DETAIL G' CASQA DETAIL x78947- i TO _ i l �� ! - + _ Y s ETC -1 / I_ - - - - t f 1 I RISER �1� - x2o 7 / I I Z s Q l� f __ u G 1 J� F; h, ' / 1931 , ` , ,' 7 � l �j � I � ( % - - - -- - - -- -- _ w l z5 �I I F AB clew �� 00 ff Gi j W� "`t, I GASL ��TFOF \Fpm ! l , ow V` :, i r ! TRACTOR CAL i x205.5' i I CAUio t ! :vi�S� ^y _ fT0 CIA �- i! x1974 404.7 I ( l m - 2'1- -� - - -- \ 20 40 -� 11 �- - ", f, 411. 20 1-0 0 �- rn X20 7 4 ( ( x200.9 1 I i I ( GASH 7/ l l b _ �� ' i ( f x213.7 I I L TRACTOR (T l s� I . _ _ - ?�� p� 1NMPORARYGRAVELBAG 528_ -i SCALE: 1" =20' { aa,' .•c my INLET PROTECTION PER r I� /� �_ r I i I DETAIL D& CASQA L? 1 - -- TAIL_Sf -iD -< f Y O rrcHT I ! If j I i 1 i I 1 i DA l'; - r_T `I' DAruGt;T 4' ciA. vi ri TINE I I / I i I II jl x II c CI•'E j c7EEL PGST I (• I T 1 + y. l ! f ( f DETAIL TEMParARr cRALBAC INLET �� 111 C -1 PROTECTION PER DETAIL b h � � ( i % �l !75 %J f � � i j x208 I � � ��-HP4r L� ,, L_ � 222.90 �1, 1 { -CONC, � I „ CASQA DETAIL 5E-10 { I x�D9; i I I f 1 I I J �_ 11 i I I 79.4' I I ( GREE HOIJ-SE I a �,' I i I 11" s S J I - k d P.,2 EP 1 1 X205.0 I II 1_ r 41 II,Mi'T ll I j s l 1x1971 �i f t / o I1 i� i 1 1 2?9.4 Tot � I I t i TEMPORARY SILT FENCE ! 2x8 DAn1GHT T X209.i� I I l i PAD 22 D ( PI �1 l API VII 256-- - JO-62' � i � � � � � � � PER DETAIL `E' CASQA DETAIL � LINE 810- FILTRATION A/ III PARTIAL RETENTION BASIN 1 I 1 1 I <�: 9 t 1 % HAS BEEN OVERSIZED FOR FUTURE GREE,NHOUSE.I °� ! i 213. W SC-1 (7,446 I �_ i r _ -- 6 L I I xr9aq I 'I XI�?i'lG P ,ST a(E III 2rz51 j j POC I- 232 a ( j SEE SWAMP REPORT DA TED _ -- i c c I � %G % }4 1 �' 1F0 MLR �Y G _�iv Ousq) I_,! I l 1226 I {-r-`- ll t 1 l i I I 7 I I j I i I ' 11 16 l 1926 o.« s 1 7 l 1° i PRIVATE lFYIAY � � ma I I 9 i (PROTECT P. 1N' pLACt ) If _3b' D'q� 1. q > >. P x 1942 -1' It I { I I I 1 2011 l I I I I I F 1� Ek 1+ x DA H, T I F� REE I ; 10 _. I i I I I j I I I tlNE !\ i 222.90 HP �1 f 1 1 i �'! 0 GREENHOUSE I 1 1 08 I � EP 8.69 f I I I' I ' x1974 I I I 1 x } I t �� 22406 t iJ f r I r a k1 1 203 b l �� a� 4: -250' 250' _ O f I 1 04.9 206 t �� 2^ DIA y I f 1 7 € �� , )�,:a - �AYLIGH 1 1 4 FYSb f I x209 i I - \ r THE .H- / ( I I I i I I I IZ.9 ! i { I l !,! �,� y! -8� x�zl �i 3 ®-�l : r,�j�. 11 2a„ DIA I , � � ( l l l _ 111 184.1 fL 6'X1.5' C U 5�t1 PI 7F_,.7 10 / uRB 2.6'X -0 . 5 1 ! ` ?y g ga�ll/( LET TG 1 ,y.06 .3 >_.2'X 7' C. SQU 187.36 ". TC -, ! 25 MIN. - A 188.8`FZ / - A II - 3.5' WIDE X 2.3' - TC-� _,Mp SQ ASN iPE R N 17.09 D lR Y 3:5' W DE X 1� .3' P G n Omp SO ASN IPE -\ 1 IE T 17 05 Tr 1857P FL 22 7 7EMPC PARY G kWo Akk ; I INLET PROTECTION PER , 1 Y� DETAIL Y& CASQA DETAIL SE-10 I' O.. ,�!_ IEMPA4A Y'S1LT T R E PER DETAIL 'E CASQA AT, S W cn I1 LW PI \ =a Q o c - <� 21 1 3� s I i - - - - - -- - -- - - .,r \. � ,-- _. �- - - -_ -- ---- - -_ - - .I. - .__ -- -- - -' � ° BY I POPE lNF f 119.41 r - - , - - - = `� - -- - -- { % - - i GAUTI ° N885349W 1373.23 OX ' c ONC. - -- - - -- -- - -- Q - �- 4�G- SfSB = \ `` 45 \ �` �' TRAC /- -_ TO 5 ] EMPORARY SILT FENCE P 7` - �P - - i T - �- 1 r.f _- - _ �OFESSIp _ # i / PRtVATE - . 7 - 0 - - - - - URiVEWAY - - / - _ EP + - E =D - -6 - f v - • PER 09NL G CASQA DEFAII r- - - - - - - - S - -- - ... �- SC-1 7 _L _ L - - - -f�- -� Z �7ET' _� - -� - - %- � - -� 2r 1 ;_ r F__ � � -= 7� _� 1 -- - �W vE, 9q� mac, tom_ - - �' -- - - -- - - f _ 5 �� � E7 = PORAR STABILIZED c r t f I 9 T- -- 1RACT {0�` :� r TOLE J fABINL! `1:, / fF L2 = =iF 3 f = � / c� ° �0NlSTRUCBON ENTRANCE f " i r fir y 1 9 w No. 44173 r 'PER DETAIL G' CASQA DETAIL x78947- i TO _ i l �� ! - + _ Y s ETC -1 / I_ - - - - t f 1 I RISER �1� - x2o 7 / I I Z s Q l� f __ u G 1 J� F; h, ' / 1931 , ` , ,' 7 � l �j � I � ( % - - - -- - - -- -- _ w l z5 �I I F AB clew �� 00 ff Gi j W� "`t, I GASL ��TFOF \Fpm ! l , ow V` :, i r ! TRACTOR CAL i x205.5' i I CAUio t ! :vi�S� ^y _ fT0 CIA �- i! x1974 404.7 I ( l m - 2'1- -� - - -- \ 20 40 -� 11 �- - ", f, 411. 20 1-0 0 �- rn X20 7 4 ( ( x200.9 1 I i I ( GASH 7/ l l b _ �� ' i ( f x213.7 I I L TRACTOR (T l s� I . _ _ - ?�� p� 1NMPORARYGRAVELBAG 528_ -i SCALE: 1" =20' { aa,' .•c my INLET PROTECTION PER r I� /� �_ r I i I DETAIL D& CASQA L? 1 - -- TAIL_Sf -iD -< f Y O rrcHT I ! If j I i 1 i I 1 i DA l'; - r_T `I' DAruGt;T 4' ciA. vi ri TINE I I / I i I II jl x II c CI•'E j c7EEL PGST I (• I T 1 + y. l ! f ( f DETAIL TEMParARr cRALBAC INLET �� 111 C -1 PROTECTION PER DETAIL b h � � ( i % �l !75 %J f � � i j x208 I � � ��-HP4r L� ,, L_ � 222.90 �1, 1 { -CONC, � I „ CASQA DETAIL 5E-10 { I x�D9; i I I f 1 I I J �_ 11 i I I 79.4' I I ( GREE HOIJ-SE I a �,' I i I 11" s S J I - k d P.,2 EP 1 1 X205.0 I II 1_ r 41 II,Mi'T ll I j s l 1x1971 �i f t / o I1 i� i 1 1 2?9.4 Tot � I I t i TEMPORARY SILT FENCE ! 2x8 DAn1GHT T X209.i� I I l i PAD 22 D ( PI �1 l API VII 256-- - JO-62' � i � � � � � � � PER DETAIL `E' CASQA DETAIL � LINE 810- FILTRATION A/ III PARTIAL RETENTION BASIN 1 I 1 1 I <�: 9 t 1 % HAS BEEN OVERSIZED FOR FUTURE GREE,NHOUSE.I °� ! i 213. W SC-1 (7,446 I �_ i r _ -- 6 L I I xr9aq I 'I XI�?i'lG P ,ST a(E III 2rz51 j j POC I- 232 a ( j SEE SWAMP REPORT DA TED _ -- i c c I � %G % }4 1 �' 1F0 MLR �Y G _�iv Ousq) I_,! I l 1226 I {-r-`- ll t 1 l i I I 7 I I j I i I ' 11 16 l 1926 o.« s 1 7 l 1° i PRIVATE lFYIAY � � ma I I 9 i (PROTECT P. 1N' pLACt ) If _3b' D'q� 1. q > >. P x 1942 -1' It I { I I I 1 2011 l I I I I I F 1� Ek 1+ x DA H, T I F� REE I ; 10 _. I i I I I j I I I tlNE !\ i 222.90 HP �1 f 1 1 i �'! 0 GREENHOUSE I 1 1 08 I � EP 8.69 f I I I' I ' x1974 I I I 1 x } I t �� 22406 t iJ f r I r a k1 1 203 b l �� a� 4: -250' 250' _ O f I 1 04.9 206 t �� 2^ DIA y I f 1 7 € �� , )�,:a - �AYLIGH 1 1 4 FYSb f I x209 i I - \ r THE .H- / ( I I I i I I I IZ.9 ! i { I l !,! �,� y! -8� x�zl �i 3 ®-�l : r,�j�. 11 2a„ DIA I , � � ( l l l _ 111 184.1 fL 6'X1.5' C U 5�t1 PI 7F_,.7 10 / uRB �� i- In/` ',21 I I\ l / I i I( ( ! I I /� TEMPORARY GRAWELBAG nU; �0 III I INLET PROTECTION PER - - fl/ DETAIL D' &CASQA x i I I 1 I DETAIL Sf-10„ I I E € 2 i j 236.11 I 1 1 ! 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PROTECT TREE IN -PLACE r j r 1 y [GG. ra tt 1 ( I 1 � N8870'33'W 48543' � PROPERTY 1 /NE 1 _ __ __ , ' _ ! f I X / I 1 I ( 9. PROTECT CONCRETE RIBBON GUTTER IN -PLACE 11E TO NEW CURB INLET & 5 TW 226.2 3 1 I 1 I I X 7 - MATCH EXISiiNG ELEVATIONS f 1 FS 224.0 f C c AEW GAS LI1E A� . 226.15 I 1 q 1 i RELGCANN SAWCl/T LINE 11. PROTECT BUILDING IN -PLACE t 2 ( / I 7 PIPE IN PLACE 1. SET POSTS AND EXCAVATE A 4" WIDE X 4" DEEP • ' �1?1 1 - 15. PROTECT STORM DRAIN DA LINE REMOVE AND REPLACE V1 ) C! r G W�� ?ISO 16. PROTECT GREENHOUSE IN -PLACE EXISTING STORM DRAIN AS 1p ti w / 19. PROTECT GAS LINE IN -PLACE NECESSARY TO y 22� \5 t�. o o W N N 03 E' SA{f'L'UT LINES CONSTRUCT F�� 22 - r N • N „ r 30. PROTECT GAS RAISER IN -PLACE W I v I- R TRENCH UPSLOPE FROM AND 7 I w ti LANDSCAPIN \ NEW IMPROVEMENTS F ALONG THE LINE OF POSTS. v o1 ©1 o`t g LATE �� ., 0 6 2. CONCRETE STAIRS PER SDRSD M -26 If GAS ! G I r AAV RE(OCATE \ G 2311 9 J. CMU RETAINING WALL PER SDRSD C -5 r T 236 SAWCUT LINE 6. AC PAVEMENT AND BASE PER CONSiRUCBON NOTE N0. 11 ON SHEET 3 4" PVC PIPE FOR DRAINAGE SEE CALIFORNIA STORMWATER QUALITY I } - DEPENDING ON FIELD CONDITIONS ASSOCIATION (CASQA) STANDARD DWG ND. /_24" �- // g 3 E SUB 226.50 \ SE -10 FOR ADDITIONAL INFORMATION / / �/ BEGN GAS I� : j. 2. 1 112 I 3� 0� 7. TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING N3 ti \ St I�AlJQWA`IVT 5 ( a I R \��j l�1 0 9 9. 10" HIGH X 6" WiDE CURB PER SDRSD G -1 GREATER THAN 3 0 BUT 7 cep 1 3 FUN 10. CMU RETAINING WALL PER SDRSD C -6 4 INCHES SMALLER THAN 610 A _ . 23 ' p h i / Z 2285 / i1. 42" HICH GUARD RAIL IN TOP OF WALL 5 14.80 CFS _ -12" MIN. FL FABRIC EXISTING I 1 1 i 1E % �� Vw= 15.50 FPS - 72. LANDSCAPE AREA I I -I I I -� I I 2. ATTACH THE SILT FENCING MATERIAL TO GRADE i 4 % I' 16 9 13. 8 IF STEEL SLEEVE CENTERED AT WALL FOOTING III THE POSTS FILTER AND EXTEND J. BACKFILL AND COMPACT THE 1` 1 1 {(OVEN FABRIC GRAVELBAG -I 2 "X2 "WOODEN INTO THE TRENCH. EXCAVATED SOIL. 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SLOPE ®1 %MIN. ji - I I- I l-ll- `. ` TO ACCOMODAIE V � --'' 2 WHERE NECESSARY SE -4 FOR ADDITIONAL INFORMATION ��� I � I , 11-11 III -III- 1=11 ASSOCIATION (CASQA) STANDARD DWG N0. ANTICIPATED � �� 2 1 1 TVP y3Z3 3 111. PCC CATCH BASIN TYPE F PER SDRSD D -7 2 BAGS HIGH (1YP �j - _ III - I I� I I� I - I� I I I I- I TC -i FOR ADDITIONAL INFORMATION TRAFFIC 7i / L ) I � IL -I I� I I -I I- III -I I I� -III -� ,l � - FG 236• f 12. PRIVATE 4" DIA. PERFORATED PVC SUB -DRAIN PIPE (SDR -35). SLOPE 1y MIN. CORRUGATED A ( ( I ) 17. CONCRETE DITCH PER SDRSD D -75 TYPE B I I I I1= STEEL PANELS I i it ' HIGH PCC SPLASH WALL r DAYLIGHT LINE I ANDSCAPING 18. 4' LONG X 2 -III - III -' I �- NOS' SEE CALIFORNIA STORMWATER QUALITY 25' MIN j I og 2313 3 -I I AL SILT FENCE CONSTRUCTION MAY BE USED �l COON OF E ASSOCIATION (CASQA) STANDARD DWG N0. T DAYLIGIiT LINE Ei .� 1W0 236 JN 18 117 11 -14 -19 WOVEN FABRIC GRAVEL BAGS IF FIRST APPROVED BY THE ENGINEER OF WORK AND - p1RE STAGGERED (1)P) THE INSPECTOR SE-1 FOR ADDITIONAL INFORMABON �O ( I I 1} fj/�l 559 ��, �' � AM P O 31 i i 1 1 ]J / 1 7 I 11 ��ENGINEERING, INC. "`� � � DL�TAIL SAWCUT LINE � � ITl SAXCWYhYNA SIAIEI/3 £NOINTAS G 911724 TYPICAL VELOCITY CHECK DAM DETAIL NTS l� TYPICAL SILT FENCE NTS F TYPICAL STABILIZED CONSTRUCTION ENTRANCE NTS � SCALE 1 " -1D H TEL: iWJ Ai6 -01669 4 M 4.V-00 AS- BUILTAPPROVALS sI N Br --DRAW BY.• CHECKED BY ENGI E RING DIVISIONAPPROVALS CI TYOFENCI NI TAS- DEVELOPMENTSERVICESDEPARTMENT DRAW/NGNO. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK A AO WS INT- DA IF PLANS PREPARED UNDER SUPERVISION OF RECOM ED: ` GRADING PLAN FOR: 810ECKERANCHROAD DESCRIPTION 25" BRASS DISC STAMPED ENC -26 L.S. 7322 Pueuc woRKS PROFIT AGRO GREENHOUSE 14366'x7 LOCATION. SAXONY PLACE 200, WEST OF SAXONY ROAD N A A DATE : Z STEWEW AK EDWARD J- WiMM PLANNING -'' CITY ENG ER9 APN: 256- 330 -62 RECORD FROM.- ROS 18416 REVIEWER �� R.C.E. N0.: 44173 ELEVAiTON 175189 DATUM.• NAVD86 VINCENT L. AMPO EXP. 6L0119 DATE DATE PLANNING CASE NO.- 18 -204 ADR CDP SHEET 40F4 I ENGINEER A INSPECTOR ENGINEER OF WORK 2.6'X LET TG 1 ,y.06 .3 >_.2'X 7' C. SQU 'H PIE j F 179.14 184.5 TC 184.11(fl, !18° r 184.7 TC-� 184.27 R �� i- In/` ',21 I I\ l / I i I( ( ! I I /� TEMPORARY GRAWELBAG nU; �0 III I INLET PROTECTION PER - - fl/ DETAIL D' &CASQA x i I I 1 I DETAIL Sf-10„ I I E € 2 i j 236.11 I 1 1 ! I I 2DB�" � 1 V r\ 1 6- DIA. rl I rt 17 �,�:�, 1p ^°' i �*,�° , i X a LL� 11 ¢ ` TEMPORARY YIl0�11Y LriECK 35.371 EL ti° �� ' `J I 13 OL' RD I 1 1 x 194. ( \ti x 201.4 / �4 L© I 214.2 Y✓ t V� 30 X791.0 S� I 1 x189.5 � I I � \ti I 1 1 1`G � CO I I I -- - -- �D- D- _ I 1` DAM PER DETAIL V& �- ! D- - -SD -- ID -- �_ D- I TEMPORARY SLIT FENCE 22.2k CASQA DETAIL SE-4 -- t- - - 2D5' k2Do'.4 1 ISD - sD-- - - - - -- - 3 R 3 ' c PER DETAIL G CASQA DETAIL j (x1987 r i �€ EP t 205 ) tx sc--t , g \ `�� '12 T)8 EP-1 - - G-4\ /I DAnrGHT IA ��,P€�_ Y I PRiVA>E - -� \ \ \ l �, V `� E T -G y -c �_-�_� e� �A LrNF`" PLE I I 1. DRIVEWAY i x 1 x r �� Fa PRIVATE 19 I - E, T� - i ._, 1 r 194.76 AC WEMENI 7 1� -.6 x, AC ' AV MLN� I 1�) �', I PIPE I 6 (PROTECT IN- PLACE) / / / / 201.E , % X 052 DRIVEWAY 27PRO CT 1N- PLACE` / x209.6 i PAVEMENT' i 1 % /r 9C P ,A_' T - -L..�_ EP / / L / -- - - fi / E - - ` _ __r� 1 J N- I I KEY NOTES 188.291 EP E ��` / l / r / / W OC FENCE - -�� + -2 _ IiEP N 0 / -- �F -. �_ �� j f I -- 1�' - t _ wooD FEN E 4 W D CEP / - • / FP ,. 1 i i , `- DEMOLISHPROTECT IN- PLACE - ( - - - - s EN _ F.- _ -- w 6 �- I - f 6 -� -- - - -- 6 -�- r t -i NvGOD F NC - -�- I - ! __ WDOD Ff NCE- AB F, - _- 7 - , g -- - E LEA- - -- -- a 1. DEMOLISH EXISTING AC PAVEMENT DIA. j / a NP 11 " 6- -- P 1 i -- TEMPORARYGRAVEL$AG 1 3 / �' - - GAS �* 3- DEMOLISH PORTION OF CONCRETE GUTTER I OLLAR f / j f 1 l n, 1 I % I IRAC ti INLET PRO)ECTIONPER r / / J 1 1,x.0 ^1� / �YSB I 1 . % DETAIL 'D' & CASQA 7. PROTECT AC PAVEMENT IN -PLACE " I l l ! 011 {� �� DETAIL SE 10 256.0, B. PROTECT TREE IN -PLACE r j r 1 y [GG. ra tt 1 ( I 1 � N8870'33'W 48543' � PROPERTY 1 /NE 1 _ __ __ , ' _ ! f I X / I 1 I ( 9. PROTECT CONCRETE RIBBON GUTTER IN -PLACE 11E TO NEW CURB INLET & 5 TW 226.2 3 1 I 1 I I X 7 - MATCH EXISiiNG ELEVATIONS f 1 FS 224.0 f C c AEW GAS LI1E A� . 226.15 I 1 q 1 i RELGCANN SAWCl/T LINE 11. PROTECT BUILDING IN -PLACE t 2 ( / I 7 PIPE IN PLACE 1. SET POSTS AND EXCAVATE A 4" WIDE X 4" DEEP • ' �1?1 1 - 15. PROTECT STORM DRAIN DA LINE REMOVE AND REPLACE V1 ) C! r G W�� ?ISO 16. PROTECT GREENHOUSE IN -PLACE EXISTING STORM DRAIN AS 1p ti w / 19. PROTECT GAS LINE IN -PLACE NECESSARY TO y 22� \5 t�. o o W N N 03 E' SA{f'L'UT LINES CONSTRUCT F�� 22 - r N • N „ r 30. PROTECT GAS RAISER IN -PLACE W I v I- R TRENCH UPSLOPE FROM AND 7 I w ti LANDSCAPIN \ NEW IMPROVEMENTS F ALONG THE LINE OF POSTS. v o1 ©1 o`t g LATE �� ., 0 6 2. CONCRETE STAIRS PER SDRSD M -26 If GAS ! G I r AAV RE(OCATE \ G 2311 9 J. CMU RETAINING WALL PER SDRSD C -5 r T 236 SAWCUT LINE 6. AC PAVEMENT AND BASE PER CONSiRUCBON NOTE N0. 11 ON SHEET 3 4" PVC PIPE FOR DRAINAGE SEE CALIFORNIA STORMWATER QUALITY I } - DEPENDING ON FIELD CONDITIONS ASSOCIATION (CASQA) STANDARD DWG ND. /_24" �- // g 3 E SUB 226.50 \ SE -10 FOR ADDITIONAL INFORMATION / / �/ BEGN GAS I� : j. 2. 1 112 I 3� 0� 7. TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING N3 ti \ St I�AlJQWA`IVT 5 ( a I R \��j l�1 0 9 9. 10" HIGH X 6" WiDE CURB PER SDRSD G -1 GREATER THAN 3 0 BUT 7 cep 1 3 FUN 10. CMU RETAINING WALL PER SDRSD C -6 4 INCHES SMALLER THAN 610 A _ . 23 ' p h i / Z 2285 / i1. 42" HICH GUARD RAIL IN TOP OF WALL 5 14.80 CFS _ -12" MIN. FL FABRIC EXISTING I 1 1 i 1E % �� Vw= 15.50 FPS - 72. LANDSCAPE AREA I I -I I I -� I I 2. ATTACH THE SILT FENCING MATERIAL TO GRADE i 4 % I' 16 9 13. 8 IF STEEL SLEEVE CENTERED AT WALL FOOTING III THE POSTS FILTER AND EXTEND J. BACKFILL AND COMPACT THE 1` 1 1 {(OVEN FABRIC GRAVELBAG -I 2 "X2 "WOODEN INTO THE TRENCH. EXCAVATED SOIL. SECTION A -A 3 FND 1 I ti l r 1 I I TO 22363 7 POST OR NOTE.- CONSTRUCT SEDIMENT �? . ?6 %. F23 �� I 1,1 li s / 1.239 STORM DRAIN (WATER QUALITYD TYPICAL INLET PROTECTION APPROVED 20R BARRIER AND CHANNELIZE RUNOFF 13� % ` 4 / 1CL 23640BEEGyN WAL 3 f i. 12" X 12" PRIVATE PCC CATCH BASIN BY BROOKS' WITH STEEL GRATE OR NTS D EQUAL i MIN. TO SEDIMENT TRAPPING DEVICE 1 ;i TN 237.5 � APPROVED EQUAL 11111 I I ll.. 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DESCRIPTION APPROVED DATE BENCHMARK A AO WS INT- DA IF PLANS PREPARED UNDER SUPERVISION OF RECOM ED: ` GRADING PLAN FOR: 810ECKERANCHROAD DESCRIPTION 25" BRASS DISC STAMPED ENC -26 L.S. 7322 Pueuc woRKS PROFIT AGRO GREENHOUSE 14366'x7 LOCATION. SAXONY PLACE 200, WEST OF SAXONY ROAD N A A DATE : Z STEWEW AK EDWARD J- WiMM PLANNING -'' CITY ENG ER9 APN: 256- 330 -62 RECORD FROM.- ROS 18416 REVIEWER �� R.C.E. N0.: 44173 ELEVAiTON 175189 DATUM.• NAVD86 VINCENT L. AMPO EXP. 6L0119 DATE DATE PLANNING CASE NO.- 18 -204 ADR CDP SHEET 40F4 I ENGINEER A INSPECTOR ENGINEER OF WORK