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2018-14129 G (Plans)RIGHT OF WAYNOTE OWNER IS TO OBTAIN A CONSIRUCITON 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 N017CE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS . w . 1.1 . nr .lnrr. NO FOR AO MIDRAINAGE NIMUM OF FEET AT 2 PERCENT AND BETTED OVER ADJACENT PROPERTY LINES E CONVEYED TO AN APPROVED DRAINAGE WAR TO DRAIN AWAY FROM STRUCTURES UTILITYNOTE ALL U77LI77ES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. --.,-..., ....ran 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPEC770N. 2. THE SOILS REPORT AILED "GEOIECHNICAL INVES776APON AND DESIGN RECOMMENDATIONS FOR PROPOSED GREENHOUSE, 441 SAXONY ROAD, ENCINITAS, CALIFORNIA" DATED DECEMBER 21, 2018 AND 'lNFILIRA RON FEASIBILITY LETTER, BIORLIRA RON BASIN FOR PROPOSED PLAN AL LSGRADING SHALL BE DOENCINITAS E IN /ACCRAN CALIFORNIA IH THE RECOMME- DATED MARCH NDA ]ION2019 S AND SPECIFICA CONSIDERED CON AS PART IN SAID(SREP GRADING 3 SEPARATE APPROVALS AND PERMITS FOR ANY CONS7RUCRON WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7F GRADING. AN�INGADAMAGED OR DES>RD� NECESSARY SE REPLACEDOOR REQUIRED TO CONDISTIONADJACENT PROPERTIES DURING GRADING OPERA TIONS EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHAL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7 7HE FOR CONFORMING TO TO ALL LOCALS( STA IF AND UCT EDERAL SAFETY AND HEAL IH STMAINTAIN ALL SAFETY ANDARDS, LA LWS AND REGULAR AND 77ONS SHALL BE RESPONSIBLE CONDUCDTED BE7�ENQUTHEE OURS OF 5. OPERA 30 P.M. I ANDN7 30AA.M. (io ON LSATURDAYS,SUNDARE FOR HUMAN YS AND CITY RECOGNIZEDNCY HOLIDAYS LL NOT BE 9. NO GRADING OPERATIONS SHALL COMMENCE UN77L A PRE-CONS7RUC770N MEETING HAS BEEN HELD ONS17E WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CON7RACTOR AND PERMITTEE. THE PRE-00NS7RUC77ON MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 10. PRIOR TO HAULING DIRT OR CONS7RUC710N MA7ERIALS TO ANY PROPOSED CONS7RUCRON S17F WITHIN THIS PROJECT 7HE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY AND REQUIREMENTS THE CITY ENGINEERMAYIMPOSE WTH REGARDS To THE HAULING OPERA 710N.DEVELOPER SHALL COMPLY NGINEER FOR THE PROPOSED HAUL ROUTE THE WITH ALL 11. UPON FINAL COMPLE17ON OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL CER7/FICAITON" SHALL BE PROVIDED STAITNG.• "7HE GRADING UNDER PERMIT NO. 14129-G HAS RELEASE OF SECURITY, AN "AS GRADED BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON 7HE ATTACHED AS -GRADED PLAN" THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERA ]ION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIREC77ON HE SHALL INSPECT AND TEST THE EXCAVA7ION PLACEMENT AND COMPAC77ON OF FILLS AND BACKFILLS AND COMPAC770N OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLE770N OF GRADING OPERATIONS HE SHALL ST47E THAT BA MEN S AND OBSERCA VA I70NS ARE ADCEPSTS TA WE Im OR R THEIR /MENDED USE. UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL 13. 771E CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SIZE 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 W7/H STANDARD SPECIF/CAPON. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CON7RACTOR 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 CON7RACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN S7RICT ACCORDANCE WITH SPECIFICATIONS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECRON. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND /RIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND 07HER WAS7E MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF 171E S17F BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT 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 CIIYS URBAN FOREST MANAGEMENT PROGRAM. TREES 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 CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVA770N, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE 7RUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND1. IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTEDPLACE ADDR SS 171E 1RVEREMOVAVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN T REVISED 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERIEN7LY DISCOVERED GRADING AC7NITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN 7HE AREA OF DISCOVERY TO ALLOW EVALUA7ION OF 171E 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 171E DISCOVERED RESOURCES SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST HISTORIAN, OR PALEOTOLOGIST IN CONSULTA71ON WITH THE DEVELOPMEN SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NADVE AMERICAN COMMUNITY THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING AC71VI11ES ARE ALLOWED TO RESUME. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFE ry CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SIZE DURING CONS7RUCRON AC/UNITY, 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 EXCAVA7ION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPEC7FD TO OVERLIE )ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED CORONER[ MAST MADE THENECESSARYAFN /NGG AS L ORORI INAANDADI AFFILIATED NPUR U AMERICAN TTUB ICI RESOURCES CODER 5097 98. ITHE SUCH A DISCOVERY OCCURS, A TEMPORARY C0NS7RUCP0N EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING 7HE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND 7REAIMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY ST47E LAW THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NORFIED IF THE REMAINS ARE SUBJECT TO HIS OR HEk AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WIINN 24 HOURS THE NAHC WOULD MAKE A DE7FRMINARON AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU ("IN PLACE')) OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN 171E PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. SI lE B ST. ENCINITAS B7PU. C ST 0 ST. E ST. � o NN o Ni y :-i T VICINITY MAP NOT TO SCALE NO. I DESCRIPTION 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 AL LIMES 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 CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR, 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA77SFACRON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CON7ROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA7ONN OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC 7RESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CON7ROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE 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 AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTIONBMP/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 SIREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLURON CON7ROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. ALL IMPERVIOUS AREAS WITHIN THE S17E SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUA7E GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE 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 7HE DRAIN DISCHARGES TO AN ADEQUA7E IMPAMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 27- CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUAIF IMP/BMP. 6. ALL STORMWATER IMPAMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR AL7FRED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLA77ON OF ADD177ONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT 7HIS PLAN BE REVISED OR THAT A SEPARA7E ENGINEERING PERMIT BE OBTAINED. 8. AL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRAC77CE REQUIREMENTS THE 7RASH ENCLOSURES SHALL HAVE AN IMPERVIOUS NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WA1FR TO ENTER 7HE 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 CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN ]HAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO 771E PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS S7RUC7URE. SAN DIEGUITO WATER DISTRICT NOTES- 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICA77ONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WA SO 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DIS7RICT DOES NOT CONS ITTUTE REPRESEN TA 77ON AS TO THE ACCURACY OF, THE LOCATION OF, OR 7HE EXISIENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. J.ALL EXIS77NG FAC/LIVES WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECITON SHALL BE FIELD VERIFIED. AL EXIS77NG OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELEC7RICAL AND SEWER TO CROSS UNDER WA7ER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT 4. CON7RACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WA1FR FACILITY (FIRE HYDRANT; METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASO STANDARDS. /F FACIL177ES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES 6. MINIMUM HORIZONTAL SEPARA77ON OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELEC7RIC VAULTS 7. ALL WATER SERVICES TO BE CONS7RUC7ED CLEAR OF DRIVEWAYS AND ALL OTHER 7RAVELED WAYS. WATER METERS MUST BE IN FRONT OF 7HE PARCEL 7HEY ARE SERVING. 8. CALIFORNIA STA7E LAW ASSEMBLY BILL AB-195J IS REQUIRING 7HAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYS7FM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH 7HIS LAW, 7HE 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 W1171 CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTIONACTIVITIFS CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCREIL, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCA LION. CONSTRUCTION SITE ACCESS A STABILIZED CONSIRUCRON SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT (RACKING 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 DESIGNA7ED FOR CONSTRUCIION VEHICLES PARKING, VEHICLE REFUELING, AND ROU77NE 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 VEGETATON, AND BONDED FIBER MA7RIX. NO EXCAVATION AND GRADING ACPWRES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION St .. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CON7ROL MEASURES REMOVE EXISTING VEGETA7ON 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 CON7ROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACRW77ES ARE COMPLETE WATER 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 AL FUEL STORED ON-S17E ELIMINATE OR REDUCE POLLU77ON OF STORMWAIER FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE, AGGREGA7E BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCEN7RA7FD STORMWA7ER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZA77ON MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TRAINING CON7RACTORS' EMPLOYEES WHO PERFORM CONS7RUC77ON IN 171E CITY OF ENCINITAS SHALL BE ]RAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CON7ROL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNERS) AND THE PRIME CON7RACTOR MUST INFORM SUBCON7RACTORS ABOUT STORMWA7ER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES WASTE MANAGEMENT CONIRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WAS7E AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WAS7E PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPS7ER SHALL BE DISCHARGED INTO STORMWA7ER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPS//ES SHALL BE CHECKED FREQUENT[ Y FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSIERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY 7RASH MA7FRIAL. MANY CONS1RUCl10N MATERIALS, INCLUDING SOLVENTS WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MA7ERIALS MUST BE TAKEN TO AN APPROPRIA7E LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMA77ON ON DISPOSAL OF HAZARDOUS MA7ERIAL, CALL THE HAZARDOUS WASIE H07LINE 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 FREQUEN7LY FOR LEAKS CON7RACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUC770N DEBRIS SHALL HE KEPT AWAY FROM THE S7REET, GUTTER, AND STORMORAIN. CON7RACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUC77ON S17E FOR MORE INFORMATION ON STORMWAIER POLLUTION CON7ROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING U77LIRES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER' THE COMRACTOR IS REQUIRED TO TAKE DUE PRECAUAONARY MEASURES TO PRO7FCT ANY EXISTING UTILITIES OR S7RUC7URE5 LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLOWNG OWNERS OF SAID UTILITIES OR S7RUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCA77ON OF UTILITIES AND NORFICA77ON OF COMMENCEMENT OF WORK' A. SEWERS -ENCINITAS SANITATION DISTRICT - (760) -633-2700 B. GAS & ELECTRIC - SDGE - (760) 438-6200 C. WATER - SAN DIEGUITO WA7ER DIS7RICT - 1-800-227-2600 D. TELEPHONE - SBC BELL - (760) 489-3411 E. CABLE TV - COX COMMUNICA (IONS - (760) 806-9809 X22JJ 2. CONTRACTOR SHALL N017FY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633-2770. 3. THE CON7RACTOR SHALL GIVE 24 HOURS NOACE ON CALLS FOR INSPECTION. PHONE' (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUSAREA SUMMARY IMPERVIOUS AREA PRIOR TO CONS7RUCRON. 29,144 SF IMPERVIOUS AREA AFTER CONSTRUCTION. 18,005 SF IMPERVIOUS AREA DECREASE' 11,139 SF IMPERVIOUS AREA NEW/REMOVE AND REPLACE. 18,005 SF STORM WA7ER STATEMENT• THE BIO-FIL IRA PON BASIN HAS BEEN SIZED USING THE HMP SIZING FACTOR. BYO-FILIRA 71ON AREA= 1,338 SF REQUIRED, 1,350 SF PROVIDED. A¢EF► of j,#,WD ats'tUUMLE: 2911 i4 SF PUBLIC WORKS PLANNING DIVISION 21 //1 DA TE DATE BENCHMARK AS BUIL T APPROVALS "v vAo y AO �S INT. DA7E PLANS PREPARED UNDER SUPERVISION OF PT22- 2.5" BRASS DISC STAMPED ENC-26 L.S.7322 �-- l-31-22 PUBLIC WORKS DATE : 3 Z 20 PLANNING , / R.C.E. N0.: 44173 DA 1UM.•NAVD88 ELEVA (TON.• 175.189' REVIEWER U 2- VINCENT L. SA EXP. 6/30/21 INSPECTOR 2 ENGINEER OF WORK OWNER LF ENCINITAS PROPERTIES, L 441 SAXONY ROAD. ENCINITAS, CA 92024 SITEADDRESS 441 SAXONY ROAD. ENCINITAS, CA 92024 ASSESSOR'S PARCEL NO. 256-330-62 DATEOFSURVEY NOVEMBER 7, 2018 LEGAL DESCRIPTION PARCEL 1 AND 2 OF CERTIFICATE OF COMPLIANCE RECORDED JULY 28, 2000 AS FILE NO. 2000-OJ99848 OF OFFICIAL RECORDS LEGEND PROPERTY BOUNDARY PROPERTY LINE/RIGHT OF WAY SETBACK LINE EASEMENT LINE DAYLIGHT LINE EXISTING CONTOUR EXISTING ELEVATION NEW CONTOUR NEW ELEVA77ON DRAINAGE SWALE DIREC77ON OF FLOW CONCRETE PAVEMENT 0WNER'S CERTIFICATE BYO-FIL IRA HUN BASIN I (WE) HEREBY CERTIFY THAT A REGIS7ERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR PRIVATE CATCH BASIN WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE CMU RETAINING WALL COMPACTION AND STABILITY OF THE SITE 7RENCH RESURFACING l (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, 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 CONNEC7ED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS SUBCON7RACTORS OFFICIALS OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUC77ON COVERED IN 171E PERMIT OR CONNECTED DIRECT[ Y OR INDIREC7L Y TO THE PERMIT OR APPROVED PLANS WITHIN 7HE PRIVATE PROPER TY;R PUBLIC EASEMENTS _ 1-4-0 Z0 DA7E• SIGNATURE.• IARLEY, PRESIDENT AND C.E.O. LF ENCINITAS RO RRES, LC A CALIFORNIA LIMITED LIABILITY COMPANY STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. 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 CON7ROLS 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 DE7ERMINA770N BY THE CITY 0 ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF 7HE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED ]HEREON. 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 774E NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF 171E ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AC71NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. A1URE.� �--- DATE 3%2'I Q�OFESS/ON SIGN VINCENT L. SAMPO COMPANY SAMPO ENGINEERING, INC. No. 44173 z, ADDRESS- 171 SAXONY ROAD, STE. 213 ENCINITAS CA, 92024 06-30-21 PHONE NUMBER. • (760) 436-0660 RCE EXPIRES. • 6/30/19 `�qT CIVIL SOILS ENOINEER'S CER TIFICA TE FOF CA��F� 1, JEFFREY A. CHANEY, A REGISTERED CIVIL ENGINEER IN THE STA7E OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY STA7E THAT IT IS OUR PROFESSIONAL OPINION THAT A SAMPLING AND STUDY OF THE SOIL COND177ONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIREC77ON ON DECEMBER 21, 2018 AND MARCH 7, 2019 ONE COMPLETE COPY OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH 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 THE RECOMMENDA77ONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN 771E GRADING PLANS AND SPECIFICATIONS �S�O NA L Q t, k� JL �' DF �O o R 0 No. 2536 CERTIFIED SIGNED: * ENGINEERING sir J. DERISI GEOLOGIST PAUL CEG NO.: 2536 OfiCAL�FC QV OFESSIOA. k SIGNED: E A. CHAN _ ' No. m GE 2314 m Fp NAG RCE.• 46544 rq NCH �Ofi CALIFOQ COMPANY ADVANCED GE07ECHNICAL SOLU77ONS INC. 9707 WAPLES STREET, SUITE 150 SAN DIEGO, CA 92(r121 EARTHWORKDATA9) 708-1649 MAXIMUM VER77CAL DEPTH OF CUT = 3 FEET MAXIMUM VERACAL DEPTH OF FILL = 4.0 FEET CUT = 894 CY FILL = 929 CY IMPORT= 35 CY REMEDIAL = 777 CY (1' REMOVAL AND RECOMPAC77ON UNDER, PARKSAND RECREATION ?1_7 N46:� 2 • (f-2.0 SIGN DATE ENGINEERING DIVISIONAPPROVALS APPROVED: J. SYMBOL BMP PROJECT STATUS PRIORITY HMP PRIORITY STORMWA7ER 7RE4TMENT FACIL177ES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWA7FR 7REATMENT AND STORMWA TER POLLUTION CONTROL FACILITIES" RECORDED ON AS DOC. SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPA R TMEN T � Z• 12•?.0 �����QZ IZ 1024 SIGN DA TE SIGN DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR* 441 SAXONY ROAD PHOENIX AGRA GREENHOUSE APN.' 256.330-62 PLANNING CASE N0.• 15-172 CDP DRAWING NO. 14129-G SHEET I OF N Im DESCRIPTION SILVER BERRY PL. I x R11!I � ifI _� b I• I i � II I� I I II it E pi I _ _ I iY PL. - -T GR ETNHO UST FOR LEICHTA G FO UNDA TION - 441 SA XONY R OA D TREES ' I I ( ° p TREE5 I I ll II \rr\ t I IIi� I « •-. � I j � , � \ � \Ir + \ , TREES ~' . PARM 3Aft 256472-0 I t 1 + r \ tn),) 1 i \ 45 , I ✓ PROPERTY LINE�. I I �I `"� yji TREES PRIVATE ROAD t+ \ i 4 II I ' i --, r t 1, ---- -- FF _`\\1 —--------- -----' ` 24 N883349W 1373.23';--- 1-----,,=— —------- -- - - ° ---- _ t \ - I1W L1`--.. QUAIL ILGARDENS 9 l I 1 r• 8 I `r TREES PARCE 1 \\ \ 1' "' V - `++ \ `\\ 12 � \ l N061001W 159.09� � , \ �\r \t, APN.° 256-330-62 I ill 2i 01 o\ 1 ,"-` l `\V` - 1 -- - -- - 1--------' - 1----- --- ---------------------- + - J ---------- I i ----------- -- 33'W 485.43' ! TRI T © tt \ t+ _ f III + / h r PR/VA7E ROAD II \\ \ I I 1 I I I o T 1 TREES ,�\ --�.. _ �_ �.---LL_--- :> _.._ �r �,; J 15.2' fill I r % ;° .'�'� i ► I! ; ; ;```\ , ` /� ! PROJECT SITE \\ -�CH _ _ '� �I SEE SHEET#SAND #4 I I -- N110639mE 59.51 I __---i�—�— — — —I-� 1— —! i 1 _ 1 `for�r�------ I�—__N889632"W 20478' 2 N4571'11"E . 42.28' PARCEL 1 0399848 \ , C Q�; 2000-0399848 /� - PARKING I 1 11(l 44� (I 11_ \� p • I 29 1 - 6-,L- , I 330-63 APN 256 330 62 — — � ►) ;; , � 23 11 1 I - __ _------------- OFFICE n NEW GREENHOUSE 1 1 PVT BUILDING I ❑ t } I I I p -------------------=--- I • `'I I 20 RD. i I �i��Vlyd������olulll. I I I I L11 ;I -- " ,�� t I I t 11 I I fill I N=9 02 E 71.82 — ! IIII I IIII �I �- N882526 W I I {I -- \ 1 m v.-..—.- I, ...:� ' 20 PVT L2 ,1 1 RD. I I .W gpmlhllllllllh) 20.83 ----- --- --- ---- - I I ----- - ----- --- fi L — -- - --_ -------=-------- --I I / u\ I z� 1 IEXIS77NGx 23 \� i GREENHOUSE 111 ( I �illll I a = f I 1 1 I 7 N897038"W 925.85' KEYMAPIENCUMBkOCES 1 100, 17 28 2 11 IIf I II I 11 2 1 11 11: PROPERTY LINE It II AO APPROVED DATE BENCHMARK ASBUILTAPPROVALS VLMALU UT: UKAWN UT: AO IN I DATE PLANS PREPARED UNDER SUPERVISION OF 25" BRASS DISC STAMPED ENC-26 L.S. 7322 PUBLIC WORKS DATUM.•NAVD88 ELEVA770N.• 175.189' PLANNING REVIEWER VINCENT L. SAMPO SENIOR EffOINEER INSPECTOR I ENGINEER OF WORK DATE: 3it/20 R.C.E. NO.: 44173 EXP. 6/30/21 N883746 W 299.86' ENGINEERING DI VISION A PPRO VA L S RECOM DED: APPROVED: S WAK WAR J. WNM 3-lei- in 3 9 DAIE DA t �p ti'lit `+,ttt Ittil ETT I I •p r� IJI l i Ij i\ , iUl PASEO DE AS rVERDES I ! _4704 19 5266.7 -_-= 6246423.6 --- 21 8:9 7 !t fill irrii � © t• i I Ili ii ii III' / i I I it Ill ,il li paDo� j1 ! i�l ii li' P\ 7� ihr ----- IKi 7---- ENCUWWCESQ A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN 777LE COMPANY ON AUGUST 18, 2019 AS ORDER NO. NHSC-3529104 (06) WAS REVIEWED 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 U77LI RES 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 U77LIRES 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 JUL Y 31, 12. EXISTING EASEMENT GRANTED TO SAN DIEGO CONSOLIDATED GAS AND ELECTRIC COMPANY FOR PUBLIC UTIL177ES 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 PURPPOSES, RECORDED FEBRUARY 1, 1949 IN BOOK 3097, PAGE 377 OF O.R. 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 1LIE PLAINTIFFS IN C�iSE NO. 152843 RENDERED ON MAY 15, 1952. (NOT PLOTTABLE). 15. EXISTING EASEMENT GRANTED TO SAN DIEGUITO IRRIGATION DISTRICT FOR PUBLIC U77LI RES AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 3, 1958 IN BOOK 7240, PAGE 258 OF O.R. 16. EXISTING EASEMENT GRANIED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPPOSES RECORDED JULY 12, 1961 AS INS7RUMENT NO. 119086 OF O.R.(NOT PLOTTABLE). 17. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELEC7RIC COMPANY FOR PUBLIC U77LI RES 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 UTILITIES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 24, 1966 AS INSTRUMENT NO. 32289 OF O.R. 20. EXISTING EASEMENT GRANIED TO SAN DIEGO GAS AND ELEC7RIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED APRIL 15, 1966 AS INSTRUMENT NO. 63690 Of O.R.(QUITCLAIM EASEMENT) 21. EXIS77NG EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPPOSES, RECORDED APRIL 15, 1966 AS INSTRUMENT NO. 63691 OF O.R. 22. EXIS77NG EASEMENT GRANIED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPPOSES, RECORDED JULY 1, 1966 AS INS7RUMENT NO. 108557 OF O.R. 23. EXISTING EASEMENT GRAN7ED TO SAN DIEGO GAS AND ELEC7RIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPPOSES RECORDED AUGUST 21, 1967 AS INSTRUMENT NO. 125740 OF O.R. 24. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 26, 1968 AS INSTRUMENT NO. 32191 OF O.R. 25. EXIS77NC EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTIL177ES AND INCIDENTAL PURPOSES, RECORDED SEPTEMBER 20, 1968 AS INSTRUMENT NO. 163570 OF O.R. 27. EXISTING EASEMENT GRANTED TO SAN DIEGO GAS AND ELEC7RIC 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 UTILITIES 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. 30. 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 GRAN70 TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED AUGUST 21, 1985 AS INSTRUMENT NO. 85-302279 OF O.R. (NOT PLOTTABLE). 42. EXISTING EASEMENT GRAN70 TO CITY OF ENCINITAS FOR PUBLIC RECREATIONAL 7RIAL PURPOSES WHICH INCLUDE WITHOUT LIMITATION USE BY MEMBERS OF THE PUBLIC TO WALK, JOG RUN, RISE HORSES AND OPLtRATE NON -MOTORIZED BICYCLE AND INCIDENTAL PURPOSES RECORDED JULY 2, 2002 AS INSTRUMENT NO. 2002-0567098 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 POR77ON OF THE HEREIN DISCRIBED PROPERTY L YING WITHIN ROAD SURVEY 462' AS DISCLOSED BY MAP ON FILE IN THE OFFICE OF THE COUNTY ASSESSOR OF SAN DIEGO COUNTY. CITYOFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: 441 SAXONYROAD PHOENIX AGRA GREENHOUSE APN.• 256-330-62 PLANNING CASE NO.- 15-172 CDP �o of ESSI pN�\ G�N� L. Sq F2 = �O Z No. 44173 m CIVI\ y7F OF C1 I-\�0�� DRAWING NO. 14129-G SHEET 2 OF 0 CONSTRUCTIONNOTES: I % 1. THE EXISTING TOPOGRAPHY AND BOUNDARY SHOWN HEREON BY ROBERT J. LUNG & ASSOC. DATED 6122/12 AND SUPPLEMENTARY TOPO BY SAMPO ENGINEERING, INC ON 1117118 - , ' I 1 2. 8' X 2. 8 2. A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE I t I 1 I ® ` CATCH BASIN X6.95 _7CONNECT TO COMPANY DATED AUGUST 18, 2019 AS ORDER NO NHSC-J529104 (06) ` 1.3'X 1.3' TG 266.54 EXLSIING WATER UNf` 8 HAVE BEEN WAS EPL0T7TD HEREON.D FOR EXISTING OSEE KEY MAP SHEET 2ITE EASEMENTS. DOAST SENT , ' I ` CATGH264 21N / 12" D AO PVC6PIPE EASEMENT CALLOUTS 1\ , \12" PVC PIPE IE 263.89 �� 3 - NJ. ANY PROPERTY MONUMENT THAT DISTURBED OR DESTROYED DURING '7/ 7 !E94 CONSTRUCTION IT SHALL BE REPLACED BY LICENSED LAND SURVEYOR AND A CORNER RECORD SHALL BE FILED WITH THE COUNTY PRIOR TO I v,\ 6 WALKWAY I p I RELEASE OCCUPANCY THE CONTRACTOR SHALL BEAR THESE COSTS 4. BMPS SHALL BE PRIVATELY MAINTAINED AND THE FACILITIES NOT ' i \ I 267 M i MODIFIED OR REMOVED WITOUT A PERMIT FROM THE CITY. �l i \ I 18 267' 5. GRASS AND LANDSCAPE AREAS DESIGNA TED FOR STORM WA TER 266.2E m I POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FORM 3 I I /, / \ THE CITY. I \ �\ t I / a 268.0 6. ALL GRADING, WALLS, UTILITY AND STORM DRAIN TRENCHING SHALL BE INSPECTED AND APPROVED BY 7HE PROJECT GEOTECHNICAL ENGINEERING OR HIS DESIGNATED REPRESENTARVE. I \ ` i I 19 2k'3 I \ 6 4 . I -�i 2659 65 7. EXTERIOR CONCRETE FLATWORK SHALL CONSIST OF 4-INCH ]HICK CONCRETE WITH REINFORCEMENT AS RECOMMENDED BY THE PROJECT ! I N0, GRA,D/NG STRUCTURAL ENGINEER. CONIROL JOINTS PER STRUCTURAL ENGINEER. \ \ / i cn I i\ 26 > REFER TO SOIL REPORT FOR ADDl170NAL RECOMMENDATIONS. 8. STORM DRAIN PIPES SHALL NOT BE CONNECTED TO SUB DRAIN s I i I I1 PIPES co 9. BOTTOM OF WALL ELEVARONS SHOWN HEREON MAY VARY BASED ON -- SOIL ENGINEER RECOMMENDATION DURING CONSTRUCTION. -�---- I i 10, SAN DIEGUITO WATER DISTRICT TO BE NOTIFIED 48 HOURS PRIOR TO START OF CONS7RUCTION. POTHOLE EXISTING 8-INCH ACP WA TER MAIN '� i I 1266 0 266.0 / n FOR LOCATION AND DEPTH PRIOR TO THE START OF CONSTRUCTION. WOO. / i o IIIR 11 ALL EXIS77NC UTILITIES SHOWN HEREON ARE APPROXIMATE, I STE I -- - CONTRACTOR TO VERIFY HORIZONTAL LOCATION AND ELEVATIONS PRIOR \ � ' � ' 9 _I TO CONSTRUCTING NEW IMPROVEMENTS 12. ROOF RUNOFF TO BE CONVEYED TO THE BIO-FIL IRA TION BASIN THROUGH A ROOF GUTTER ATTACHED TO THE NORIHERL Y FACE OF THE ' I ( \ c o rd C. j AFC THE GREEN HOUSE. ROOF DRAINAGE TO BE FROM WEST TO EAST. 3 8'X2 8' ! I WALKWA �I A H BASIN TG 263.18 3 , `BC TOM 259.13 PVC PIPE (I, 6" DIA. l IE 2158. I I PIPE- O � 4111 � ABBREVIA TIONS�s 9�06. ti66 �6 7 CO.- CA TCH BASIN I 6o g FG FINISH GRADE I I / o CO Dl FL: FLOW LINE UI HP. HIGH POINT I / cNn 1 SpG Q�t1 IE: INVERT ELEVATION (� 12 r, TG: TOP OF GRA 1E �� �� II ! c-' G o l c 12' 1P: TOP OF PIPE ' h I 7 cN 1W TOP OF WALL 8 �S\-". 9 1� ��� ROFESS/O 13 J _-- 26 �oQ Nq� i 3� I I t, -'_,- --sco - o No. 44-173 06-30-21 CIV1\ q�F OF CA1-\F�� 20 10 0 20 40 SCALE: 1" = 20' / CAU77ON.t CONTRACTOR TO POTHOLE THE SEWER MAIN CROSSING PRIOR TO CONSTRUC77ON 24" MIN., U.N.O. o GR OR TURF LINED OP77ON OVER ANCHORS (TYP.) NDLOK TURF REINFORCEMENT Q WHERE SLOPE EXCEEDS 59 I*-ce - II- -1 I I-�_ "III I l Ill llAllll I I 1 I II illlli\\ \\\ \ -III-IIII I I I =1 I I 4 I 1=11 = I =1 I I=1 I I1 I I=1 III -III=1 �-III-III- IIIIIIIII=11 r:�Ell (11�1 i I I;. NOTES•I III -III-! 1. PLACE 3 ANCHORS R SQUARE YARD OF MATERIAL. 2. FOR GRASS OR 71IRF PON, INSTALL LANDLOK 7RM 450 TYPICAL DRAINAG SWALE TURF REINFORCEMENT M No SG4LE A PROTECT PCC RIBBON GUTTER IN -PLACE EXIS77NG AC PAVEMENT AND TRENCH RESURFACING --I PER NEW 8" DIA. CAST IRON PIPE CAST IRON PIPE DETAIL DEEP ROOTED, DENSE, DROUGHT 36"X36" G-1 PCC TOLERANT PLAN77NG SUITABLE CATCH BASIN FOR WELL DRAINED SOIL PER SDRSD D-08 2-3" HARDWOOD WITH STEEL GRA7E MULCH TG 275.50 � 1 1 TRAINS 29 A.D� r--- -- ---�- -� 1 - --- -� I COOLER TAN K� 30 MIL HDPE IMPERMEABLE �J 6" DIA. PVC PERFORATED t �18" MIN. ENGINEERED 16" FILTER COURSE LAYER MEMBRANE PER SOIL ENGINEER PIPE 0 271.49 SOIL*SEE N07E BELOW IEouT 271.41 3 4" GRAVEL 12" DEEP SEE DETAIL C 70 BOTTOM OF BASIN " MAX ON THIS SHEET FOO, &AXFs41r- PL4ra BIO-FIL TRA TON BASIN WITH IMPERMEABLE LINER DETAIL *BIO-FILTRATION ENGINEERED SOIL LAYER SHALL BE MINIMUM 18" DEEP SANDY LOAM SOIL MIX NTS J WITH NO MORE 1NAN 59 CLAY CONTENT. USE BIO 65 SOIL MIX THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL 4" SO SIDEWALL 6' WIDE 1 COLUMN SCREENED LEAN PU Sa CONG W ft� PER OWNER /NG «M 64 PCSD - IMPERMEABLE MEMBRANE TO Emem,lF,s¢INo COILP riy BE INSTALLED THROUGHOUT CONTRACTOR TO ONLY s THE LENGTH OF THE REMOVE �' D PENED F0077NC 4-INCH PE RATED ABS 0 VC PIPE OR APPROVED HAVE ONE ACP COLLAR �6 GREENHOUSE PAD 275.0 EQUIVALENT. CE PERF ATIONS DOWN AND SURROUND EXPOSED AT ONE TIME. PCC RIBBON - GUITER -� �'-� � �--fir BY A MINIMUM 0 C lC FOOT PER FOOT OF 3 4 INCH SPECIAL INSPECTION BY 1�111=III=III I �I GRAVEL OR APPRO EQUIVALENT AND WRAPPED IN SAN DIEGU/TO WATER I I -I �`o I III-1 I I=1 I I _ - W D MIRAFI 140N FlL T FA lC OR APPROVED EQUIVALENT DISTRICT REQUIRED. PER SOIL ENGI ER. SEE lL REPORT FOR SELECT ;I II-1II=1II-1OWAPIPE BACKFILL A ADDITIONAL R MMENDATIONS.(TYP) F TER ----_ ___-- - �� ---- I- ;� - MAIN 271.3 � --- SLOPE Pl 0 iq MIN. TO SUl E OUTLET EXIS778C 8" DMA_ o?Q CUT OUT HOLE TO BE INSTALLED WA7ER MAIN N 9 ALL TO CP WATER OMMODATE �1 KEY SEE DETAIL EXISTING MAIN LEFT CMUT OWALL DETAIL nFSCALE OL IMPERMEW tl6'IBLRvxTo %E INStKLLEb twvC { 6a iEtE UEw�� „-cP&U?oe�YJfn s'wp ABOV. GRADE i 3"XJ" STAINLESS STEEL a BOLT AND NUT 4 , 1" 30 MIL HOPE IMPERMEABLE d T_ MEMBRANE PER SOIL ENGINES 6" DIA. PERFORATED SUB -DRAIN PIPE ENTERING INTO CATCH BASIN -13/16" HOLE DRILLED THROUGH d PLA7E 0 EXIT. " DIA HOLE (T1P) FLOW CONTROL ORIFICE PLATE DETAIL 10" Tr�°2j Try° 10" FOOTING FOOTING s .6 KEY lam 1.5' 1.5 _ 8 X8" KEY 69 10, 8" EXISTING (8"%8') I W47ER MAIN (12"x12Y - - - - -=12F0T7NG FOOTING DETAIL (SEE DETAIL F) NTS CHANGE NO. DESCRIPTION A A D DA TE BENCHMARK AS BUIL T APPROVALS J"V AO v A0 _ 17J I Ify INT. DATE PLANS PREPARED UNDER SUPERVISION OF 2.5" BRASS DISC STAMPED ENC-26 L.S 7322 (�---- 1-31-2Z PUBLIC WORKS Q�- DAIUM.•NAVD88 ELEVATION. • 175.189' PLANNING 14 REVIEWER /1 '►- VINCENT L. SAMPO INSPECTOR IC ibe Ii 2 ENGINEER OF WORK DA7E : 3 2ve R.C.E. NO.: 44173 EXP. 61JO121 SEE DETAIL TO LEFT -PLA7F 4liss vA NAN pwL - elPs 16ODT 'EJ� 44)x279.1Z X279.75 i �l ?c !!E �CgmwL SutF�. 4- 5" DIA, STEEL POLE --ORIFICE PLAN VIEW FLOW CASKET I' I I I I DEMOLISM/PROTECTTV--PLACE O 2 1. DEMOLISH 17.5 LF OF PRIVATE WATER LINE 2. DEMOLISH f 160 LF OF EXISTING PCC RIBBON GUTTER X J. PROTECT PCC RIBBON GUTTER IN -PLACE _.�_. 4. PROTECT STEEL POLE IN -PLACE 5. PROTECT ELECIRICAL UTILITIES IN -PLACE 6. PROTECT COOLER TANK IN -PLACE 7. PROTECT AC -PAVEMENT IN -PLACE 8. PROTECT VENT IN -PLACE 9. PROTECT WALL IN -PLACE 4 10. PROTECT GREENHOUSE IN -PLACE 11. PROTECT CONC. SURFACE IN -PLACE 12. PROTECT VESTIBULE IN -PLACE r.t4Tr 13. PROTECT SEWER MAIN/SEWER CLEANOUT IN -PLACE I 14. REMOVE AND RELOCATE COPPER WATER PIPING 1' MIN. FROM THE WALL F0077NC 15. APPROXIMATE LOCATION EXISTING 8" ACP WATER MAIN PRO 7ECT IN -PLACE. POTHOLE FOR I LOCATION AND DEPTH PRIOR CONS7RUC7I0N 16. PROTECT WATER METER IN -PLACE. INSTALL ME7ER BOX AND ADJUST TO FINAL GRADE 17. PROTECT CATCH BASIN/AREA DRAIN IN -PLACE 18. PROTECT BUILDING OFFICE IN -PLACE I 19. PROTECT WOOD STEPS IN -PLACE 20. PROTECT PAVER WALKWAY IN -PLACE 21. PROTECT POWER POLE/OVERHEAD ELEC7RICAL LINE IN PLACE 22. REMOVE AND RELOCATE EX/S77NG PRIVA7E WA7ER LINE 23. PROTECT PRIVA7E WA7ER SUB -METER IN -PLACE 24. REMOVE AND SALVAGE WOOD PLANTER BOXES 25. PROTECT 10" DIA CAST IRON PIPE IN -PLACE 26. PROTECT PRIVATE WATER LINE IN PLACE NEWPUROVEMENTS ❑ 1. 144 X WIDE 120 LONG GREENHOUSE 2 12' WIDE X 10' LONG VESTIBULE. PER BUILDING PLANS 3. CONCRETE RAMP PER CONSTRUCTION NOTE NO 7 4. GREENHOUSE EXHAUST FAN. PER BUILDING PLANS <__ C7 ' 5. 6' WIDE X 144' LONG SCREENED LEAN. PER BUILDING PLANS 4 7. CONCRETE STAIRS PER SDRSD M-26 8. TRENCH RESURFACING PER SDRSD G-24 TYPE A' 9. 1200 IF ACABERM IPER PEDSDRSD DDCDG10. 6W r S CVC- V11 P►LL DC (6111 Sq eW M00 +�CONSTRUCT 5" P#CK CONCRETE v 2" DEEP 91IR A" 4 A S ll DAcc /z nn 12. 5' WDE BY THICK DECOMPOSED GRANITE PATH OVER COMPAC70 SUBGRADE AND PER SOIL ENGINEER RECOMMENDA7ONS 17 null OCTA/AIIAM 1I/AII PCD CDDCD /'_F. STEEL ��:-GW REPArrnrrv�AkL 9 SORw o STORMDRAIN/WATER QUALITY 0 --1 14" 1111- DRAIN,16F: S AL R-FR, / v AMf PIPE-{SDR-35).--SLOPE-® 4g mw i-2-4.5„ D 4. 6" DIA. PERFORATED PVC SUB -DRAIN PIPE (SCH-40) 0 SLOPE lq MIN. STEEL PO 5. NOT USED 6. 36" X 36" G-1 PCC CATCH BASIN PER SDRSD D-08 WITH STEEL GRATE 7. NEW 8" DIA CAST IRON STORM DRAIN PIPE 8. 61.4' X 22' (1,350 SF) 810-FIL IRA LION BASIN WITH IMPERMEABLE LINER PER DETAIL `B , 9. 4' WIDE BY 8" THICK PCC HEADWALL PER SDRSD D-30 10. RIP -RAP ENERGY DISSIPA TOR PER SDRSD D-40. USE 12 BACKING 12" THICK OVER OVER 12 DG FIL TER BLANKET 11. 12" DIA. STORM DRAIN CLEANOUT PER SDRSD SC-01 12. 12" DIA. STORM DRAIN PVC PIPE (SDR-35). 13. 24" X 24" PCC BROOKS BOX WITH SOLID REMOVABLE COVER 14. 4" DIA. PERFORATED PVC SUB -DRAIN PIPE (SCH-40) 0 SLOPE IZ MIN. UTILITIES C) 1. NEW WA7ER SERVICE TO SERVE THE NEW GREENHOUSE PER SDWD STANDARDS 4" SIDEWALL COLUb 4-INCH PERF ATED ABS PVC PIPE OR APPROVED EQUIV NT PIA PERFORATIONS DOWN AND SURROUND Y A Ml IMUM OF 1 CUBIC FOOT PER I FOOT 3/4 INCH GRAVEL OR APPROVED EQUIVALENT A WRAPPED IN M/RAFI 140N FILTER FABRIC OR A ROVED EQUIVALENT PER SOIL ENG/NE . SE SOIL REPORT FOR SELEC BACKF/L AND ADDI RONAL RECOMMENDATIONS (TYP).SLOP lPE 0 lq MIN. TO SUITABLE OUTLET. CMU LNING WALLeWAK' ( 40' PER S C-1 MV40C 8q P60 EIvGj 1N6SP•�• Ctn?,P ATERPROOFING ER OWNER I-III-III=1 � I-n l I. I 11=11 �I 11=1 11=1 11=1 I H I l I H I I -I 11=111=11-I I I -III- u tr - I X6 J-DIT�t j/J -� I II � IT 125' CONTRACTOR TO ONLY - SPLIT 16" PVC CASING PER WP-04. HAVE ONE ACP COLLAR 10.00' Z NNULAR SPACE BETWEEN INS EXPOSED AT ONE 77ME . �R CARRIER PIPE AND THE CASING TO BE �P g5 EX/STING 8 DIA. FILLED WITH AIR -BLOWN SAND. ANY SAN DIEGUITO WATER SPEC/AL INSPECTION BY OF �6`� WATER MAIN EXISTING COLLAR WITHIN THE LIMITS �pP \� -. DISTRICT REQU/RED. Q\Q�,�P CMU WALL DETAIL OF THE CASING TO BE RESTRAINED. SCALE.' ENGINEERING DIVISION APPROVALS CITY OFENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RECOMM N ED APPROVED: ` GRADING PLAN FOR: 441 SAXONYROAD 4z PHOENIX AGRA GREENHOUSE s K E 0 9 APN,• 256 330-62 DA7E DATE PLANNING CASE NO: 15-172 CDP DRAWING NO. 14129-G SHEET 3 OF s I + ��/ TRANS ;I ,-- 29 , 11 1 ,, II� 1\ r., , � ~�\- \ 1`� % ! PAD 6 h5 -- . ` r J �- 3 5 / I [w] w i1� 1 1 �UCOOLER 8 U ' \ \ ' 2.8 X2.8 �rL C f ' _ \E�°� --- 1 /o vas -TANK CATCH BASIN 695 �- �x / -7� ,� ! Br X 16 CONNECT TO 8 , - - \X 1.3 / TG 266.54 CONNECT TO 269. \ 7 ��� 21Q ` 11 2 EXISTING WATER LINE CATCH BASIN \ ISTING WATER LINE 8 `� Rio,"' 8 11 �I 5 2N 1 - - 2 - 11 PC ,�I - - 7'r 7 277 `� 27912 x279 BOTTOM 265.32 -4- \ 12 DIA PVC PIPE - - 3 75 TG 264.2 r-�' GUTTE 3 1 'y;<:I ,�. ` -- .� � - �, _ S 6.18 277.71 v � \ , 12" PVC PIPE 17 i - \ \ IE 263.89 -= a =. a� -- - � � �. e a a v e = � 2T6.0 � \ I E 2 6 .9 4 _ _ .. , . tit-i-tt � -i \ w w v -,- , .. j_ • • �= i t 276.12 PVC i. _ ,� - ._ 277.71 FL TEMPORARY STABILIZED -v- -\. --�-- -- --- _® o� �-� T-t7-lt7 151� \, �\' w - c� �� .�' -ARTS Eft=__", �Et�di 4-4 5' DIA � \ cn 6 CONS1RUCnGW ENTRANCE p I 21 t -�` 211 / I 4 I '� �-� h I ]WATER_ 5 I 16 11 PIPES I 1 \ PER DETAIL J CASQA DETAIL g. �� 14 �� _ .. \o c' i , �,� 1h �Q ^11 G 2 xb7 / h G y l ti� c �� -tea s / x 271.1 14 _ `l . �0 tit OC ti Ic4.5 „ Tl TC-1 5�0 - ��� `s C' 1 Cj x o - - �j`�n l S� `� �l'11ti �1�' ®� II DS - 1E 2 h -- I v - DIA. Ci -- x 4 r II 5, `� STEE4 POLE 1672 I p r 7 i o\ \tis I I 277 4 jo !' ' 16 DAYLIGHT X 278.1 4 27.04 EP 4> I I' 14 , I ! °, TEMPORARY GRAVELBAG INLET 10 \ cAunDl� unuTY 1 „ ,, ��: K 275.50 1 x x ° CRO / G PROIECnGN PER DETAIL G & , I ! 2785 279. \ j 268. U 5 I % ll CASQA DETAIL SE-10 i FG 274.66 I I \ 1, 71I ! �7 I 1 BTM 271.41 4l j ° \ x272.3 4-45 DIA, I \ 64.11) 265.9 65. \� - III �,��_ II 20 I 1E�821 �2;i9" iII!; 1 i STEL� POLE I �. 3 Wes: II ( ! I I I � x 277. I tl 1 � k 78. 99 EP ` ° 4 \ NO GRADING \ Q I j ` ;} t �, 4 -4 .5" DIA. U I 2661 I I I 77.4 Q x2�7. TEMPORARY SILT FENCE \ II I I GREETVyovz, I �� I - PER DETAIL l CASQA DETAIL 1 T \ TEMPORARY SILT FENCE �' I I II 271.6 a' �p SC-1 I x x STEEL POLE \ ! ! PER DETAIL l' CASQA DETAIL I _AK :CEMENT QUITCLAIM PAD 2750 i 4!' S�821q� I \ \ \ GRADING 278.65 279. \ SC-1 I I 14 { RECORDED 08-30-19 I 27218 �-� ! I I AC PAVEMENT AS DOC. NO 2019-0374280 OF OR. i I I \ i i o ! ! j x 277.3 I D4 x w f _ 1 4.5 (�IA. I �14 \ I I TEEL PALE � � 277.5 I S00 0 !.: I{ 7 4-4.5" D!A. i I ` 266. C 2 6 7 I I 15 I I I x u' ( 2663 p fw i 6 \ <� �p�� x277; f xj DAYLIGHTI I x278.47 1279.] < STEEL POLE ", 0 5 �� 1 LINE x278.1 I \ i TEMPORARY SIL T fDVCE� ` i ' 211 NI 212 g 3 1279.00 4 I 4 1 \ I 1 1 I /` F� 2� 6, I 13 i ; PER DETAIL Y CASQA DETAI g ; 0 `� TEMPORARY VELOCITY CHECK �R! I 1 I 13 •8'X2.8' 12 I `\ `ti 1' TEMPORARY E001YCHE # :(� DAM PER DETAIL H Goo DAM PER DETA�� 'N' �� ti 5 ti 12 ` 6' 10 '�\ �` 1�`MARY GRAVEiBAG1`�' t I I A H BASIN 4 1 ��2 p 2 : CASQA DETAIL SE-4 . `L 5 27 TG 263.18 \ 18 FG :('7 CASQA DETA , , 1 ! 268 1 �� +.: ' +.,.: ' : PROTEC77ON PER DETAIL G i Gti I t \B OM 259.13 11 18 h _ - i- i . _ CASQA DETAIL SE-13 F � 1 �O xt277.6 x277.7 4-4.5" Dik. L �� r Pb„ IEVC5811E I 1 6" DIA. 10 7261 A`����1 �- 4 r -4 4 x2 I 2 ``4 --� r_. 1� 3 � _- � � STEEL POE 10 I I 17 -�= PIPE- 12 C� �ti _off, 7 4 \? �, s , 21 x x279.07 4-4.5„ 1 '� o--'�-SD _a 1 278.40 DIA. �` x,9 5 I I o STEEL POLE r26Bs� N I 1g G - - - m- 2 Sp 86 7817 E� \ 8 CO cn 3 w o ,�, p I AC \ti `l 7 I DAYLIGHT Sp 2 N'y '1 9 IE�IPARARY S/LT FENGL� I rn LINE Q ! \F 09'` >. ,, 12 `� �� �o� �� \ 4 g3 = � 8 50� ?� o I PER DETAIL l CASQA DETAIL.i- 7 cv _" I N 1 I 5t S 12 �-> \ s �� N 5 I I s o 12 !>� oS ,� 282 12 13 SCe 1ti 261 ! S d c, < <o SC-1: s S- �9 -S S �. 8 00 13 U�----'`LS-265.11 \ \ \ 7 CAU77ON I CONTRACTOR TO POTHOLE THE SEWER MAIN w CROSSING PRIOR TO CONSTR C ROl IIIII 4" PVC PIPE FOR DRAINAGE DEPENDING ON FIELD COND177ONS TYPICAL INLET PROTECTION SEE CALIFORNIA STORMWA7ER QUALITY ASSOCIATION (CASQA) STANDARD DWG. NO. SF- 10 FOR ADDI RONAL INFORMATION I I I �1 WOVEN FABRIC GRAVELBAG 24" WIDE (MIN.) WEIR OPENING SEE CALIFORNIA STORMWA7ER QUALITY FOR DRAINAGE OVERFLOW ASSOCIATION (CASQA) STANDARD DWG NO 2 BAGS HIGH (TYP.) WHERE NECESSARY 7 SE-4 FOR ADD177ONAL INFORMA RON I 3-VENT -' - -- 13 10 �9G R EN 8 E ABOV. - GR DE 20 ' GRADE 10 \ � \ 1 1 � 1. SET POSTS AND EXCA VA 7E A 4" WIDE X 4" DEEP TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS tl tl NTs 2"X2"WOODEN POST OR APPROVED EQUAL �ptJWOVEN FABRIC GRAVEL BAGS DIREG STAGGERED (TYR) TYPICAL VELOCITY CHECK DAM DETAIL H NTs -� 4 INCHES 2. A TTACH THE SILT FENCING MA TERIAL TO THE POSTS FILTER AND EX7END J. BACKFILL AND COMPACT THE INTO THE 7RENCH. EXCA VA 7ED SOIL. III I II I III � I ( I II I --�/ NOTE- ALlERNAPVE SILT FENCE CONS 7RUCRON MAY BE USED IF FIRST APPROVED BY THE ENGINEER OF WORK AND IHE INSPECTOR TYPICAL SIL T FENCE 13 7 - .5 DIA. l t 278. 2 SC(, x STEEL POLE 9 8 8 8 13 27. 1 4ABOVT ' REEN HbUS !1 ABOV. 9 GRADE ' t tGRADE\ \ 810-RL TRA776N BASIN SHALL BE D0 VA MD AND USED AS DE277NG BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETEL Y REMOVED AND THE BIORETDV77ON BASINS COMPLETED ONCE RNAL SITE STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR RNAL FILTER FABRIC ��(� FLOW =III=1 I 1=1 I 1=1 :::;:::: _ _WIRE SEE CALIFORNIA STORMWA TER QUALITY ASSOCIA ]TON (CASQA) STANDARD DWG. NO. 7C-1 FOR ADDITIONAL INFORMATION SEE CALIFORNIA STORMWATER QUALITY ASSOCIA IION (CASQA) STANDARD DWG NO. SE-1 FOR ADDITIONAL INFORMATION 1 o 21 GREATER THAN 3"0 BUT SMALLER THAN 670 -12" MIN FILTER FABRIC EXISTING GRADE SECTION A -A NO 1- CONSTRUCT SEDIMENT 20'R BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT ]RAPPING DEVICE �MIN. �A L CORRUGA7ED I -A STEEL PANELS 25' MIN MATCH EXISTING GRADE TYPICAL STABILIZED CONSTRUCTION ENTRANCE WD1H A SRQUIRED TO ACCOMODA 1E ANTICIPA ]ED 7RAFFIC f �OQROFESS/049 U No. 44173 "; 0 Z >� 06-30-21 a z C; `Pj9T CIVI\- ���� w F OF CAO- N 20 10 0 20 40 z �E9 z W ♦� NTS NOTE. GRADING INSPECTOR MAY ALLOW CORRUGATED SCALE: 1 " = 20' S7EEL PANELS ONLY INTHOU T AGGREGATE 5 DESIGNED BY DRAWN BY CHECKED BY CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILTAPPROVALS DESIGAo Ao �s ENGINEER/NGD/V/S/ONAPPROVALS CITY OFENC/NITAS-DEVELOPMENT SERV/CESDEPARTMENT DRAWING NO. IN I DATE PLANS PREPARED UNDER SUPERVISION OF RECO VED' EROSION CON7ROL PLAN FOR. 44� SAXONYROAD 2.5" BRASS DISC STAMPED ENC-26 L.S. 7322 PUBLIC WORKS 2 PLANNING DATE 3 2 S owm< ED WAD J. WiM PHOENIXAGRA GREENHOUSE 1419 G DA7UM.•NAVD88 ELEVA770N.• 175.189' REVIEWER U R.C.E. NO, : 44173 _ 1 O 3 9 Aft 256 330.62 SENIOR ENGINEER DA 7EV1NCENT L. SAMPO EXP. 6130%� DA 7E DA SHEET 4 OF 4 INSPECTOR ENGINEER OF WORK PLANNING CASE NO.• 15-172 CDP 9