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2019-14550 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES 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 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 INSPECTION. 2. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS, 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 4. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIORTO GRADING. 5. 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. 6. 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. 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 8, NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 4B HOURS IN ADVANCE BY CALLING (76D) 633-2770. 9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 10. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO: 14550 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. it ALL GRADING SHALL BE INSPECTED AND TESTED BY A -QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 12, THE 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 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. 13. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 14. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 15. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE 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 LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 16. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S 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, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE 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 IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN 15 REVISED TO ADDRESS THE TREE REMOVAL. 17. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY, THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. NO.I DESCRIPTION I APPROVED I DATE ELEVATION: 18. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097,98. 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 PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. T'HE NAHC WOULD MAKE A DETERMINATION 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 OWSITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT WHAM NAYLDR AT (S79 )669_- 5233, 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 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 SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. T. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. S. 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 (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/l_MP NOTES i. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES .INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 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 IMPBMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN 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 EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE 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 FLOW OF STORM WATER THROUGH THE TRASH 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 THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER 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 UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD 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 FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED 13ETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-19531S REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010- IN COMPLIANCE WITH THIS LAW, THE D!STRICT SHALL REQUIRE ALL MATERIALS TO BE NO LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. AS -BUILT APPROVALS � - I Steve Nowak, 6/21/21 DATUM: NAVD88 SENIOR ENGINEER DATE CONCRETE WASHOUT 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 SITE ACCESS A STABILIZED CONSTRUCTION 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 OFFSITE. 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 FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT 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 CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE. PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN, CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMSIDIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH 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 HOTLINE TOLL FREE AT (800) 714-1195, FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 4 151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. A. SEWERS -CSO/ESD-(760)-633-2770 B. GAS & ELECTRIC -. SDGE - (760H386200 C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 D. TELEPHONE - SEC BELL - Q6D}489-3411 E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 OWNER WILLIAM NAYLOR 505 ARDEN DRIVE, ENCINITAS, CA 92024 619,669.5233 SITE ADDRESS 505 ARDEN DRIVE, ENCINITAS, CA 92024 APN - 258-103-30-00 LEGAL DESCRIPTION POR. LOTS 8 AND 9,13LOCK 'F°, MAP 2141 O m Z CITY OF ENCINITAS Cc VICINITY MAP NOT TO Scat I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (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 CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: 4N:70M AloisP. _ OWNER(S)N/ EASVESTED DATE' IA'I%•Iq e/z - N- OWNER(S)NAME VESTED DATE: L'/�-/% EAAS _ - OWNER( NAME ASV TED DATE: /av2'77-I47 OWNER(S) NAME AS VESTED DATE: 7 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 WCRK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED By 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, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: Y `v z- ❑ DATE: OBE R R W.SANFO- cass sowatsky consulting architects 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS 356951h Ave. PROJECT. PHONE: (760)-633-2770. San Diego, CA 92103 303.906.7382 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK RICE 18405 EXPIRES June 30 2021 PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. _ EARTHWORK DATA STEEPESTEXISTING NATURAL SLOPE ON -SITE= 2 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT= 4' ..- MAXIMUM VERTICAL DEPTH OF FILL= 15 ' CUT= 220 C.Y. FILL= 40 C.Y. EXPORT= 180 C.V. wear REMEDIAL= 0 O.Y. (_ REMOVAL AND RECOMPACTION UNDER AND -'OUTSIDE OF BUILDING AREAS) P LL DISTURBED AREA = 2,000 IMPERVIOUS AREA w. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 4,783 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION:4�0� 9� IV71- r INCREASE IN IMPERVIOUS AREA: SOFT IMPERVIOUS AREA REPLACED: 3221 SOFT 1w �48 PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT' PLANS PREPARED UNDER DATE: 12I05/2019 R.C.E. NO.: 18405 ROBERTM.'. NFORD EXP.: 061=2021 n�I '� 12-Itgll " A"' C /Z-//-2e19 { Mwe 19'114ti SI$F7T 4TE SIGN DATE SIGN DATE SIGN DATE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. D: COVE �` 305 ARDEN DRIVE, ENCINITAS, CA 92024 J ARDJ. W ER WILLIAM NAYLOR 14550-G /y CITYE GIN APN: 258-103-30-00 DAZE 9 9 PLANNINGCASENO: NIA SHEET 1 OF ag zm z FU W0 zW 00 o �Nmn Q m N Om °0i WNw� m a UMau 12/05/19 SUBMITTAL fE8.i9 NEW WALL 168.J7 ><V 'r 1 7t :�� .MF)F � I l' 7� NEW FENCE AT PROPERTY LINE �T 7 CFI A NEW WOODEN FENCE C16'8 78 8.46 _ _ 16& 59 8.58 7 r •, �68 gg-TC Llp�, TC-.1 o 0 ___________fir _ _ _ �_ _ , _ JPROPERTY LINE '773 6E4_ I +695 - - 172.09 17115 '71.78 - 77� 0 '4 FS _ i6847 iE882 ETC grjE978 17C 64 �7125_ _ iC�.. t�\ C,� ' Dt,82 FI (TCY"NG 17] LS C 7/[b, __ . 16822 1168.28168,04 L / 'S83J0- / 706J- \ I 18F \' 1/T Z5 _ Ne :o - 0 EXISTING SIGN TO BE REPLACED AFTER WORK (TIP.) �12 TC iE824 �' _ _ r FS TC FS FS t68.98 `----- i "---41Gd8 -�- -- 1Z---4-/ __ _ PJ ©EXISnD WATER VALVE ]E806 1 802 FL ---T r i i new; _ '\3 CEf--Y7fL85T _ gP - _- _, l '/2.i6 7 E1tlSRNG CURB /CURB &GUTTER WER IP `769.k3 77d. �9/ YILf C+IYJG 3I - rT O FS - / LIP LIP VT. JP ' i J _ - j�' .� P7 8",T ® EXISTING EDGE OF PAVEMENT L P OF --\ -- --0 - -- ---- --- -- \- -- _6% _ NOTE EXISTING SIGN ^00 d o 171111� / / Fi \ 71,70 '7i53 - - - - - - - _ 10 EXISTING BERM / o £PF - \ aA ;,,;Da ; re EXISTING SITE CONTOURS SHALL REMAIN V ` Q EXISTING TREE TO REMAIN, PROTECT DURING C0NS7RUCR0N 16871 15952 � - - - f� � - � - /� I r^ \ 1L '��''�,_ ,r.22 EXCEPT FOR MINOR FINISH GRADING FOR � ' tQ DISTRICT TO LOVER POLE g / t IN /� ��ItL.L M N "n: ti'Y. 00 � IIL21 7071 I_ " 4,I ty � UPJ �'� r 1© DISTRICT TO LONER EXISTING Fl/ PER NF-O/ AT OWNER'S EXPENSE. --- �5 - _ T FS _ , _ _ _n2n s \ L D ¢ T LANDSCAPING AND NEW TURF. FLANGE ELEV = 169.2 t72_ _ _ \ '77,94 i7P q 1a NEW LDcanaN OF EXISnNc Wu 1 '` ^� r rS 171.52 po/ LIP 1I 1� EXISTING SMH 16364 gJB _SOH }} _ _ _ _ 5a0hLM V7_ i \ 16 .7fi 16�87 y r ,7, 37 1 _r - - _ _ _ ` - - - - _ / `CFS ,3 1 0 iC. 1 i6 NEW LOCATION OF EXISTING SEVER CIEANWT TEF WA i7i.1 ]_ I I /�� Q EXISTING PLANTS TO BE DEMOLISHED 1 eE wx--wx wA %1 .n wx .10 j1 10� \� oo/ �� �` / 5.91 7 ` _ 1® EXISTING PAVERS iD BE DEMOLISHED t N, w w" wx \ s 172• 1'12• ,�A ^�`V 3,1 \ \ EXISTING AC ORILEWAY TO BE DEMOLISHED 8I I s WA m \ \ EA --� � -wx v wx-X i1. 'I'i ©GRASS SWALE lXJ 1E8... 169.3% 5 N o m 6 77.30 wx wx---wx--{I, 1 EXISTING WOODEN FENCE TO BE DEMOLISHED i6N1-.44 16845� %►'T EP I69 I3 ]69. 3 c7a47 N 10.9 c 772� ° - /� 73.702 .I:, a / 17£Irp 111.2 \ 117 �1� 7. 1AER 1 \ , EXISTING CHAIN LINK FENCE TO BE DEMOLISHED FP I Tl• 16686 \ ; : __ __- __ _ _ - __ __ _ 17 7. / 5 ' / 1 /lT1 ©DISTRICT TO RELOCATE EXISTING 1' WATER METER AT OWNER'S x EXPENSE S 167.4E I 168 45 i68 45 - L 1.--T -r -- - -� FF3 Q---pT�- '' f73. I.53 R EXISTING SEWER OLEANOUT lO BE RELOCATED \ Fs� r �f88 7 51 00 __98.120 { - EP TC I •8`-phi 9 _� _ - -'IY �� ,� / (r ,.'.� y, I ay EXISTING CHAIN LINK FENCE TO BE DEMOLISHED \ 7. 6 I 16835 r-, `3: F° .r;,. X .r.:: 4 17= % °7375 - '.. E5 r ! ,6 So f J 7 "` +7320 04 rt1 eW 472 \ NC _ �� FAz �� 6 F70571NG WOODEN FENCE TO BE DEMOLISHED r7i 02 i 071 r �� W.4 iE 1 1 0 ]228 '/l./9 14J J4 ., I ,... (: v _ 1 "�. N6 �j a OrFC 3JE © EXISTING AC DRIVEWAY TO BE DEMOLISHED w ' NCF/CDR FENCE FE E OF / ! / 8 0 r r q.99, x ` / Er 5 "\ �� E / I \ 'o I AD i 1724 m �. 1 y'4 19� - \ I w a �S �2T.3'-i- o \� " ®EXISTING TREE TO BE DEMOLISHED NG •� oo NC n �1 i l4 �i> " x �- 48 EP '.' I .. rNCc` \ 169.7r pg.; - \ �6 \ EXISTING WALL TO BE DEMOLISHED N O M' \ OO'rY" \ )IN C '6ZE7\ - 16 .07 177.79 I 97 Z J278 ^.� ' ? 3 a a n 19 \ rT , \ 1 +\ 1" _� EXISTING CONCRETE WALK AND STEPS TO BE DEMOLISHED ..r G E '� 1 t°� 9 a 32 'I-EP I cP L38 .. 1/3 ;l 173. 173.74 / .74,21 3 .7`-'3\ e - I AROUND _ i [.aP \ - NEW DIG SERVICE PER SOG&E I6Eh17� yF V1 _ F78 '... r rB _ 4� Q 3. .�J' • 6 ,,72.6[" IST. .71.03 \ram- bd'^_ \ \ FL - IBC Z - " p Ei ,'.JL' 73 6 r NI' F ' (� \ $ 1 A LINE 0 / a r - 1 x -,. ae r FP\� l \ 9 18 8 (P :\ ® NEW COND RELOCATE R 7ENWA ANDU GAS RSTAIRSVICE T NEW WALL _ 25' x 'FENL`_ 0� 6.6. =3'� t IT:_. 1 �_ 348 r+tE I f c ��. 768. / 9 ® NEW DRIVEWAY APRON PER SORSD G-140 - I9MI TW 1 � ,, 77346J 97530 •t 2„ q9i Nlf INCE/0 \{{-%CF �,A TE 17249�. 11 �Ey xd \ . 172 1BCCR \.7338 0 /� ' _ NG " '/v I`" ( vY/ire ® NEW CURB & CUTTER PER SORSD G-02 7 2 41 L r JM1L ,1g / o.... sit I 1 940' 9N Eo Z\ (s d _ 1 ' 874 _ 3 E 171,62 / F NEW AC BERM PER $DRSD G-05 TYPE A 4,. li 16792 1 T" ,/ STPIR I. rG i�L7432 a i 0a �'�V- \ \ %ffk e - CLl . 6 ) S A iR 2.12 174J5 LINE %• 'I _ ✓/ ,. �i5�� + NEW DRIVEWAY PER DETAIL F -+ -Ib7A2 � (�` - " f E_ EGy_ , 1 'OR 7BCCN ,14 'Sj ' p �` o o �8�PROTECT EXISTING TURF _T✓:EP ib 05 177 8bT70GR L NE I A iS �/ T' /� �` C X o o 1I A dH1 --77+ 48f �_I IPlEO E /A I S I N V H O U S I 1It 6 / •_ � - I 1 I �� r,. JV ' �A �9 NEW PLANTER .. r /•' WAY YOT. S i r 7M It ' I�/Y N°E GAt4f.�1/. �� � 375 1737,3� �' I 1/,,.18' O %i' \ �V NEW SIDEWALK/WALX 1 7 • TO 5 r EC E E _ 176A8 EC 7 FSBGARAGE' 77376� I I NG�� _ 6'i 6E F B r 40 12X12 YARD BOX _ t _ 17164� rr EXISTING OPEN r. 1z(, P iG_OR " 7 \O� _ - ® PROTECT EXISTING MONUMENT IN PLACE S AIR ia: ' COURT YARD I I \ 7 Ni ¢ 771.5o. MTN ROOF i7i7 � J' fi7 1 4 / S _ � ®EXISG 12' ACP WATER PER NU-2-1 3 NG " �713.53 8 3 - 10 PER Nt7-82-13 _ E 'v ®EXIST 6" ACP WATER j U770.69 1746 .... I I ® SDG&E EASEMENT EW ADDI710 a ° / Nf, 'o v 72S6F '\77278 772,52 F!E a I /' TRLT 2 `I \ 46 TREATED 2X4 �EP.2z a _o LINE17z7B� PAD 173.00 / %/ �, a o O bff .596 EP �" T 171. 2 y 17' 37 o �GL� s - v NG LINE 6G - rLs r,Nc ��ll�t. � �7(. 1 0, � / `_ � 73 �v CONSTRUCTION NOTES E€ i NG 1 i 774 InNOR +734. Tb9 NEW ANDDi �sG ,E 0E 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN Z 1' 25 I Ai£ O20 �� �, t,NF 17363 l7380- L36G 1739E 173.79 L0 -� .;n� I \ ENCROACHMENT PERMIT FOR ALL WDRK TO BE PERFORMED IN THE - g WATER rr 72 78 ;72,a,7 'h 'BCCR S(#' O,R? PLAM1lErl PLANIT Rw idCGI> I �176..90 PUBLIC RIGHT-OF-WAY OF EAST OF ARDEN DR., SOUTH OF EAST D ST 17022 'S 17. 8 G ✓' _ 7374 V +7./0 NC O WI. 3 �L Rr'17 L�TAp�S' �'� "1/sic. p�1 y LING .x J i 1p2'0 I'NG I Q, .:�. AND WEST OF SiRATFIXtD DR. i hL--. ti?�, % '/ 1 173.83 +�id'G - rfi 3_ 2 WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION t� �� V 7 d. .qr I ,� J v I _ 1 - 172 40 �'. 1 FENCE/GATE 172.E2 eJ I , .c g. DUE TO EXISTING GRADES 17 %6C - -� 3, FOR STORM WATER POLLUTION CONTROL SUPS ROOF DOWNSPOUTS TO �^ r70.93 17 `8 �„• r \ fi 3 \ BE DISCHARGED INTO PLANTER AND LANDSCAPE AREAS PRIOR TO 1 n FENCE 3 �NG \ }� N ,�2 I \ I 4 J_'6/ 2� COLLECTION INTO THE PRIVATE STORM DRAIN SYSTEM TO THE 16703 '. E 6 4 1 I I 17278 i /3 l ��". „'I I ,/= I I>�' % 'E! \ 17L.54 o I n O q}8 T' \ SATISFACTION OF THE GN ENGINEER. WATER SHALL NOT BE ALLONED - L 6741 I ``T ; - 1 70. I VG z, _- �I �' gp0 0 1 i, 1 cS , TO POND ON SITE AND SHALL NOT BE ALLOW& TO DRAIN TOWARD �Er I _€ 1 "F "� SEWER CO I ]]1.11 / 172.78/ �" SDI- 11 0 \ n I / ,dG 2` G BUILDING FOUNDATIONS 0 AY AS I I O1 lNG f7273 rj ( \ �^ 4. ALL ON -SITE STORM DRAIN, DRAINAGE SHALES, AND BMP AREA ARE Et I 4 Nc r NEW ADDITIOMG 1127B 3s \ n3 T I \ i 17e.71 0 �'o n5o' \ `, 5 \ I / J, 173.62 77i.S2 0 '' \\ PRIVATE AND SHALL BE MAINTAINED BY THE PROPERTY ONNER. UD 401. 17278 7727 11. �jr6r/ Cv, 1 r \ Z`i GE':CE LINE THE \ of\. (1REE i ;A'C7. o d03 � s� 6 TIIE EXISTING TOPOGRAPHY SHOWN HEREON WAS PROVIDED BY CLIENT 7 10 o NN ` 73 8 �. _ t I _ 1ACOR 1 I / 1 rx \ AND WAS FROM A TOPOGRAPHIC SURVEY PERFORMED BY XYZ FS 167. ... !'i72'78• T: ..'.RNr r1m. �80j\ 173.78 I I ���/ Ir,TPi-E �NG CONSULTING. \ 00 ... -. ,rt - G1 _ 4 11� • _ _ l NG ' : VG 77:7k IBC 3/: TY.• L'1,-jX(-- �j� L L BC 6. SEE SHEET 3 OF 3 FOR TEMPORARY EROSION CONTROL MEASURES AND "`� �'A%IS11NG STIXiAGE NC �T B4:.; FF4CE/NNE FI r/l r_7 a rr r'' CONSTRUCRON SETT MANAGEMENT PRACTICES As. ;; �F,/ 1 I ; ;O�i 7. UNLESS NOTED OTHERVMSE, ALL ROADWAYS SHALL BE A MIN. OF i6' IN _ 17039 L ♦ i%20FI "- 73. - P. 171.60 r.J 66 ILLidg tt J5 Ir878 x - VI A MI F 2 9G v a/ A NE F TJCE ilo, EE _ WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, 166 50 J6S9 Er 4.r r£N 'O, EM, 'r00� ; " - _ _ _ P L .L - _. INCLUDING PARKING OF VEHICLES IN ACCORDANCE 'MTH THE UNIFORM _ r. _ _9T _ _ _ .,, EP CL , \ S89` 1 44. 5' 4 FIRE CODE AND CITY OF ENCINITAS FIRE DEPARTMENT. psFruL EN E wow �Wo00 ) S89° 26' S8.OdE 144.860' 1 �� 1 .---- 6 T \ � 1\16656 �, 6.77 ,„ _ GRADING PLAN 6"X16' CURB OR Flu GAP WITH g ELcRo4W�"16�/T MA1Ln/rE+�+°�uGE PERMEABLE PAVERS 3 1/8" THICK. WALL AROUND 3 3/8" ROCK a M^ II.E,Vlo�nil AGC6B�EAAT SEE PLAN TOP OF WALL SEE PLAN TOP OF WALL SCALE: T -tva PAVERS SHALL BE IN COMPLIANCE WITH DES 4' X 4' 2 1/2""GAP- ¢ jCgt "60 Iz(!7 �ly AV 1)0 w 6AI"r FOR TW GRASS SWALE FOR FINISH GROUND INTERLOCKING CONCRETE PAVEMENT �TYPI CAL I rp- I ' l 5 a' ?aV • o5896Bo o/ a, Q , - BEHIND WALL, TIP. INSTINIE ICP TECH SPEC 78 F o PERMEAB8 ppp 12Xi2 PLASTIC YARD 5 y P VERS L17P. 6'X16- CURB LOW POINT- 1/8` TO N0. 8 STONE o 0 0 SEE PLAN - -�f s F. AC PAVINC� 2' MATERIAL IN.1/ZBETWEEN ME O $ 5' FOR ELEV. BOX TIP. OF 2 ;,1 SAWCUT i - '^ AC TO MATCH EXIST. 5' VARIES � 20% 50R WAX PAVERS, MIN. 1 8" VOID h q � LOW POINT SEE SDRSD C-03 5' SEE SORSD C-03 / OPEN GRADED CRUSHED IIII1° � M. OVERLAY AS VARIES _ EXIST. AC ROCK 3/4" MIN. REWIRED I 3 RIGID PLASTIC OVERLAY AS 12 MIN.. 7C, SEE PLAN FORE a m AND 3' DG PATH I -BEDDING COURSE 2" THICK 3 a O1� EXIST AC 2' PIPE TO PERVIOUS BOTTOM PAVING . - � T/8" i0 3/8" (N0. 8) SUBGRADE COMPACTED O x fD m REQUIRED 2. pr WALL _ m TO 90$ m iu 20R 5.OX MAX - PAVERS CHOKER COURSE 4' MIN. 1/8" TO 1/2" J m a m BOTTOM of G L 3 7 -", e, (ASTM N0. 57 $TONE) PERV90US DRIVEWAY F One,�u VARIES ..,. WALL + i -� � 7 MIN. 6" THICK OF 12' MIN. PERMEABLE PAVERS - EXIST. AC TREATED 2'X4" OPEN GRADED 3/4 SEE DET. 3' DO PATH HEADER CRUSHED ROCK AC TO MATCH � - SAVXU SEE SDRSD 12" SUBGRAA. 12° SUBGRADE COMPACT SUBGRADE 7O 90R 0 10 20 EXISTING -I G-02 COMPACTED TO 85% COMPACTED TO 85% - 67/6" FLUSH PERMEABLE PAVER DETAIL �EZ CURB ARDEN DR PERMEABLE PAVERS /.1 EAST D ST u.Lo xrs A71"ORD OR _C WALK IN PERMEABLE PAVERzS %� cz'i l inch =10 ft. UIL a_I H - GE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DeSIGNeD_sv: DuwN 6Y: cRECKEO Br. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS -DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AS -BUILT - SR 6 21 21 DESCRIPTION: 2'0 IRIS DISC MAIN D ENC TC2 �/ DF E/1�T�'T AVE. 08/09/2021 PUBLIC WORT LOCATION: 20D` NORTH OF E STREET ROBERT W FORD TE PLANNING RECORD FROW WWI BCOIRAS 9NIE7 (i1111LL 11110(I Stevvi Nowak. 6/21/21 REVIEWER ELEVATION: 92.O174 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOF DATE: 12T0512019 R.C.E. NO.: 184D5 ROBERT . SANFORD EXP.: 06/3012021 PLANNING 505 ARDEN DRIVE, ENCINITAS, CA 92024 WILLIAM NAYLOR 14550-G APN: 258-103-30-00 12/05/19 SUBMITTAL (9 "49 / 1, - -_ 94 168.47 C I695-q _... - - - &D 69.78� 16882 / 170 �ZI25 L0,9 ( 822� (682116804f TT 76824 / LIP y DTP TC - T� TL1 I&.7 F5� TC FS FS t6898 1 � l 16306 7 8.02 .� `768AD -may +a 1 FS WER LIP FL EL ) \ �1LIP 43 �� 1L P0:79 170�9f 77L4�� p/ I p o 7^ rs8.71 169.5z FINI�i JJEI..L M0 r�\<�u; T -LZ FS- 11071 i 1539" / `t1 \ 171. yq,{78 �\ 76 .75 1t.87 - -T_ - - _ YONUMLNT i6 \ 6 A+LWx nWI\ WxWd \WyR TWANR \ Wx�Wx WxC1 /��T\ 1 68.75 \ . EA \ WATER , 788.4,5 769 3 69. �3 +7 b✓ x y167_44 Is 1A (6886 ` 1 U704' +70,94 1721 t +67.46 76845 3168 EP \ Ps� ErYp 1�3 _ l R88 r 51.OQ 1 16Z56\ 168.3„ r �< - %� --�-��C 7 ::: IIa05 '!�EP WA 11E6T¢.79 a+Ff� t/(3C /77228 .a� �'-'7.326' / TW n Ep- \ r' LENCf R FFNP' INSTALi $'2 RpLLS PERT iAl1 O 14 36. 7 I '+ o I r 246 AR fCtAYg7i g Qi1ON DISNRBED AREAS/ I N ��4Y NG-Fd7NEWCONS RON,TIP. j 71419] 1+ t` 16Z67\ m O( \�� I. I / Z pp Nc II UL79 1 ( c +' fEP I6417� ! �� _ /NG ♦ I73.47, 73.74 1742, _DINE n I fUC'h �71.52 ..., 73461 �72 1BCOR(17338 7439-- 167.92 I� + �. ili6 " flNE 1 4COR i67. 6 t - S1A) +EZ42 CL UO a 1 .72 43 E ✓�EF I Pib' 05 / _ E/Gk+L} 17 .OR 16COR D I 13 �722 - EXIST nrk,e .m I 3 167221 EP q6 29 x 0 L I167.V9 EP` Cd (/I 166.9�A I E i i 67.0 d EP 6 .41 RI P ; o; I i 166.50 166.95 161T.6.9 ,V15656 6.7 LINE ' FF = 176 \ 17150� g j 17+E�4F6r' .. . b 17<b8i".'. 1+278 1/252 , EC II 1 NG uN ; t71NE.12 I .I 7218J Nc \ NEW72T0p�irr02 + "N"17,L" lg 78 0 8U 1 F-29 I 1 N" xa 7 SE1T772 CO I+ , �'�' N V 7 3 tiG '72 78 NEW ADDIT10te" 8 � IIO 17278 "�+'7 /8 uNF �i L 17z:7B r z I r G r`iG NC `` .NG �'x+ Z78�. ,nc -�lr . I - 84 rT1JEly.'WQOD�GATs liNO' 039 7 � \ -� - \ \ 7,- - - 111.12 112. - -, i11.82- FL V rTCWNG 17175 17226 _ - C 17236 17176 CpX - 77216 r T, Jp �1' './'- ]7,85 /Ir C SIP LIP �` '.91f �- _ - ._ 171 60 " 7f D9 �- FtVV 17i21 I7217 A L P � , 1 _C. -- i 72.3 170a 7} - - . - - - _i laIi.Sz / nos �`�� V O / pp IP i70.d5 � 7 ST'�Wx�Wx cN �Wx�� -. 7[ 30' wx -Wx-11EEIMdrgFARY CONSTRUCTION fCR ENTRANCE PER DETAIL A \ - Yi.49 I \ 6p \ i 2 72.71 EP) 171,25 \ 1/017 ^qp' F3 n9 i:5 / TN I71.53 I To 171,72 170 1 1 < A 4.21 a 1 C \ 15 p d I7699� k \ d5A.7, � e � �.� � / 68 90 IN TB2N0 .v FS 5 5 ss6 t 03 1 /�113Zr P rS�WI ��Pc ING 7/3S 0 e =` 171.ONG j � rr O,. - Fg1'J�FN+N e o a VCf� 'Oa7i ' J 48 FF x� 170 ng.. �'. Fc a y V I hG 1 4�� 5 4(' .79 4 4u 7692�� 17I _7 ,�� !rvG s1\ {rSPi .s6 / R 5600)R uNE N I o �� m9 F5830 0 _ �­7E. 1 nNF \ s7. o \ lL �n3.7 FsNCARAGEi r73.7s NG � L�D+s �I rs _� iBG-'7 IBCOR �i I �i 3,` 6 G, EW ADDITIO 1.53 sr IlGsI FIBER P,EEAR DETAIL GAROUNI I \ I \ .. / FOR ND ONS7R C OIBNRgyFO'AR 7P7E5_ 7'l3_ �.. I �r4 \ l7340 , � _a �� RG 7 + 4 \ 7; i:86 v c0 1733. 173!y L�� 1. l ''Ne /ISNOGOR "T p7N(R T" � l 69-OB i NJ Ac do D 176.83 + \ I d V h' � V 17. 2 E \ - i l PR07ECT IGSTNNRF DIiRING I \ g„-4 ry FONSiRUC O� AN UNOL LACEMENT OR` i ✓op., if,z a�� I \ f- t4 NEW TURF, 77PICA AROU EXIST. NOU$ LNQ i7L25 � o � N. 17316 _ I � o �� , . 2 173 38 �. IM � t l- FEA< _1 J14 \ I 11 N0� I 7 / o o 9 �, ` 1 ,. s7 \ s� \ "ist �elSnrvG STORAGE �7. 268 \� + ( I 1 I \...; c.`��,\ \ -' �f / 7�"��x. SE.EA Y r I� P r,i.6C / V \ rt1 LNE 17 667 t MCg F!J 4yL 2_' I1s55 I ! 8 V,';'CL 144.8 S89° �26 58.00E E144.8r B� . _ FAfE/NOOC Ff.NGt✓AiGO'u EROSION CONTROL PLAN SCALE: 1'-10'-0' SEE GRADING PLAN FOR CALL OUTS AND DETAILS 7ENPORARY CONSIRUCVON ENTRANCE DETAIL ms u-+ A ONE BAG -� OPENING RIGHT OF WAY GRAVEL BAG DETAIL xrs G_i B WOOD STAKE 0 4' O.C. 8' 198ER ROLL ME FIBER ROLL DETAIL xrs C I n 10 zo - i Io�1 -- CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: .DRAWN BY: CHECKED BV: AS-BUILT SRN 6 21 21- Rw NGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2*0 ERAS DISC NNU® ENC TC2 � INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO A V GRADING PLAN FOR: --- - LOCATION: TOP DF � VU AN A YV'� Y�� 06/09/2021 PUBLIC WORKS NA -- - DATE: 12/05/2019 505 ARDEN DRIVE, ENCINITAS, CA 92024 200• NDRTN OF E STREET ROBERT W. ANFORD TE RECORD FROM: gTY ff OCDDTA$ 9Mfl' ONIILL BDK PLANNING N{1 --- - R.C.E. NO.: 18405 STEV AK W ER WILLIAM NAYLOR 14550-G ELEVATION: 92.004 DATUM:NAVD68 Stw&Nowak 6121121 REVIEWER JQO 6IZ1 - V� G ¢ CIS E /'E IV APN: 258-103-30-00 SENIOR ENGINEER DATE INSPECTOR JK WZ1 ROBERT V. SANFORD E%P.: 06/30/2021 1) -I I V 1 - �- DATE DATE PLANNING CASE NO: N/A CUCCT a ne - 12/05/19 SUBMITTAL