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2017-13267 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES, IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 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. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION" PREPARED BY EAST COUNTY SOIL CONSULTATION AND ENGINEERING DATED 02/08/17, PROJECT #16- 1147b4 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. 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 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 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. 9. 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 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10, 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, 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13267 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING FLAN 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. 12. 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. 11 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. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISH_ ED 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. 17. 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 APPROVEC IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. CHANGE NO. DESCRIPTION EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JEFFRY REVES AT (858) 692 -0011, 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. 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 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 /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN 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 BMPAMP 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 IMP /BMP. 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, I.E., 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 BETWEEN 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. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 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 PAN ELS /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 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 CONSTRUCTIONMATERIAL 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. BERMS /DIKES 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) 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 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 STORMDRAIN. 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. 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 - LWD - (760)- 753 -0155 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1,755 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 8,889 SOFT INCREASE IN IMPERVIOUS AREA: 7,134 SQFT 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS LEUCADIA WASTE WATER DISTRICT IMPERVIOUS AREA REPLACED: 0 SQFT REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER PUBLIC SEWER SYSTEM APPROVAL SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL APPROVED BY: LWD DISTRICT ENGINEER PUBLIC WORKS MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW C33692 �, OFFS, AND SERVICES SHALL BE PROVIDED WITH D ILMN, P.E. RCE DATE CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR �p WC -18. DEXTER WILSON ENGINEERING 6/30/2018 Z u FIRM EXP. DATE SIGN DATE DATE I BENCHMARK DESCRIPTION: FOUND 2.5" DISK IN SIDEWALK LOCATION: SE QUAD. OF LEUCADIA BLVD. AND ORPHEUS AVENUE RECORD FROM: ENCINITAS ROS 18416 ELEVATION: 178.543 DATUM: NAVD88 -BUILT APPROVALS INT. DATE PUBLIC WORKS A oA ` DATE PLANNING i {I PLANS U: SUPERVISION OF DATE: 01/30/2018 R.C.E. NO.: 72599 EXP.: 06/18 OWNER CATHY AMES 1044 HYGEIA AVENUE ENCINITAS, CALIFORNIA92024 SITE ADDRESS 1044 HYGEIA AVENUE ENCINITAS, CALIFORNIA 92024 APN 254 - 325 -05 -00 LEGAL DESCRIPTION LOT TWENTY -FOUR IN BLOCK FOUR OF SOUTH COA: PARK, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 177 FILED IN THE OFFICE OF THE COUNTY OF THE RECORDER OF SAN DIEGO COUNTY, JANUARY 11, 1924. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SL GRADING ACTIVITY AND ADVISE ON THE COMPACTI( THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HO OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARML ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES C DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFEN OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, 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:, Wl� 4d DATE: CATHY AMES SOILS ENGINEER'S CERTIFICATE I, /i?- S.P/,¢CLO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON & -o� AND FOR AN UPDATE ON . ONE COMPLETE COPY OF THE SOILS REPORT 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 CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED:p RCE NO.: CjCA7tly h���POOUES.'�NglF2 EXP. DATE: u GE 2704 o m JOB #: ��-� /g7 * EXP. EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. src�OrFCHN�CP��P 10925 HARTLEY ROAD SUITE 1 q OF CAL* SANTEE, CALIFORNIA 92071 619.258.7901 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 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 JASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND Ily OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FRO HE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AC G WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF TH FORMED BY THf.LNGINEER. SIGNATURE: P. E. ENGINUITY CONSULTIN 10531 4S COMMONS DR SAN DIEGO, CALIFORNIA 858.605.0056 RCE EXPIRES 6/2018 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 14H: 1 V MAXIMUM VERTICAL DEPTH OF CUT = 3' MAXIMUM VERTICAL DEPTH OF FILL = 6' CUT = 61 C.Y. FILL = 702 C.Y. IMPORT = 642 C.Y. REMEDIAL = 1232 C.Y. LEUCADIA WASTE WATER DISTRICT NOTES SEE SHEET C3.0 FOR LWWD NOTES DATE: 1130/2018 TitleSheet LIST OF DRAWINGS SHEET DESCRIPTION C0.1 TITLE SHEET comi CI.0 SITE PLAN C2.0 GRADING /UTILITY PLAN BMP PROJECT STATUS C3.0 DETAIL SHEET STANDARD PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT WATER BISTIRW9�' 2- 7 2' 7 -1 g' DATE SIGN DATE SIGN ATE N DATE ENGINEERING DIVISION APPROVALS APPROVED: CHRISTOPHER L. CITY ENGINEER CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: 1044 HYGEIA AVENUE CATHY AMES APN 254 - 325 -05 -00 PLANNING CASE NO: #15 -102 13267 -G rr� N 0 z cr O LL J U O (9 w 0 z 0) 0 in Zft L C7 zo J (n Z z2 Om U0 (D �Uo 0 z `ro `' cq CD,M0 w °aoo SITE / RECORD PLAN GENERAL NOTES PROP. SDRSD TYPE 7rR0��UCURB [M0 | PROPOSED EDGE OF ' PROP. ASPILT WIDENING OF PAVING mm,nou",o""~�vv~/,"vv."�,vvv°^"v.,,^`"�.",° D�$��L, FILITIB, PAVEMENT, STRIPINGCURB,ETC, REPAIR SHALL BE EQUAL TO0R BETTER THAN, EXIS rm8CONDITIONS. CONTRACTOR IS 100 M )TFhs) PAY RESPONSIBLE T8 DOCUMENT ALL smSr|mG DAMAGE w(ToFYCONSTRUCTION MANA GER PRIOR T0 CONSTRUCTION START 13> ALL CONCRETE SHALL HAVE THE MINIMUM �0wpxuSSwESUlENGTxxT ,0 DAYS A3 INDICATED |NSPEC|F|CAl IONS AND REFERENCED DOCUMENTS UNLESS 01 HERVV|SE NOTED 0N THE PLANS, DETAILS AND/OR 88T[ECHm|CA' REPORT. RAMP 14) THE ENGINEER |S NOT RESPONSIBLE FOR CONSTRUCTION MB HODS/MEANS FOR COMPLETION Op THE WORK DEPICTED ONTHESE PLANS NOR ANY u]NRJCrS/SCOpE REVISIONS WHICH RESULT FROM SAME CON7lRAC7OR RESPONSIBLE FOR DETERMINING METHODS/MEANS FOR COMPLETION 0rrxswBnx PRIOR lD THE COMMENCEMENT Op 80NSIBU{J|0NAWDNODF|{AJlONOF[wVNER AND ENGINEER 0FRECORD Ve WHEN ACOwFUC7|SIDENTIFIED. l5.) THE swGwssnOp RECORD HEREIN |S NOT RESPONSIBLE FOR JOB SIT E IV m SAFETY NOR HAS HE BEEN RETAINED FOR SUCH PURPOSES. l,) NEITHER THE PROFESSIONAL ACTIVITIES OpsmGIwoKv.|wC., NOR THE PRESENCE OFENG\mUDr, INC. Oa|}S EMPLOYEES AND 8UB{X}NSUOAN[S PROPIVLANDSCARE ,j 25,0' ATACONS] RUCT|ON/pFOJoCT SITE, SHALL RELIEVE TxEGENERAL AREA (SEE LANDSCAPE FRONT YARD CONTRACTOR 0F ITS OBLIGATIONS, DU TIES AND RSSP0N8|B|-0ES V PROP. 'LANDSCAPE SOBACK,, INCLUDING, BUT NOT LIMITED TO, CONS rnUC ION MEANS, METHODS, I AREA (�SEE LANDSCAPE SEQUENCE, TECHNIQUES 0n PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING Txs WORK |N ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH 8R3xF8YPRECAUTIONS REQUIRED DY ANY REGULATORY AGENCIES, ENG|NUFFY, INC. AND ITS PERSONNEL HAVE N0AU[H0R|lYlT) EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR|XS EMPLOYEES |N CONNECT [ON V0lH IV THEN WORK Oo ANY HEALTH 0R SAFETY PROGRAMS 0nPROCEDURES. ]HE GENERAL CONTRACT (DR SHALL BE SOLELY RESPONSIBLE FOR JOBS|TE SAFETY ENG|NUKY. INC. SHALL BE INDEMNIFIED 0YTHE-GENERAL CONTRACT T)n AND SHALL BE MADE ADDITIONAL INSURED UNDER lnL GENERAL CONTRACTORS POLICIES 0F GENERAL LIABILITY INSURANCE 00 1 18)ENG|NSUY�|mC�8H�1REV|BNANDAPPR[��ORT&K�OTH�R APPROPR|/n EAC ION OM THE: CONTRACTOR SUBMITTALS, SUCH ASSHOP DRAWINGS, PRODUCT DATA, SAMPLES AND OTHER DATA, WHICH THE CON|�Fw�JT)R|S�EOU|REDT0SUBk�K,BUT0N[YF0RTHEUWKEDyU|�/,0SE OFCHEOKING FOR C0wp0RMAwCExwTH THE DESIGN CONCEPT AND FIRE INFO[ MADON SHOWN |N THE CONSTRUCTION MEANS 0|lMETHODS, COORDINATION 0rTosvv0mK WITH OTxERTRADES0RCONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY 0FTHE 00wrnxC;[OR ENG|NU|TY'S REVIEW SHALL BECONDUCT ED WITH REASONABLE PROMPTNESS YNi|LE ALLOWING SUFFICIENT T|ME7\}PERMIT ^DB3UAJEREnEw.REN8wOFA SPECIFIC ITEM SHALL NOT INDICATE THAT ew8|wUOr, INC. HAS REVIEWED THE ENTIRE ASSEMBLY 0F WHICH THE ITEM |S r A COMPONENT. Em0|wU|[v, IwCSxAU.N0TBERGSPONSIBU2FORkNv DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS NOT BROUGHT nJTHE /QT[NT0N0F ENG|NU|Y( INC. |N WRITING BY FEE CONTRACTOR. 5NG|NUITY. INC. SHALL NOT os REQUIRED TOnav|evv PARTIAL SUBMISSIONS 0nTHOSE FOR WHICH SUBMISSIONS m CORRELATED ITEMS HAVE `O �uvnuIE v� � ,� ���n���v��" �� ���� K��" . U~~"` "~'~"" ", ~~~~�"`°�� l0)|wAN EFFORT T0 RESOLVE ANY CONFLICTS THAT ARISE DURING THE 1� /|'''~~ `\`\ �T� 1���V�/DVS EXISTIN" WATER (TO BE PROP. fRS 'A TYPE ' RjL'ED CURB FLOWLINE PROP TYPE "A" RIFLED CURB PER SDRSD GAB -EX. EDGE OF PAVING PROP. WHITE STRJF`E/EDCE OF PROP. PUBLIC PARKING SPACE WITH PAVERS DESIGN AND CONSTRUCTION 0p THE PROJECT 0R FOLLOWING THE \'''' � TILITY POLE COMPLETION 0F THE pROJBC T.EwG|wUr FY, INC. AND THE CONTRACTOR VV PLACE) MUST AGREETH/g�Au- 0 Y5PUTE88EW8EN THEM AR|SmGOUT 0FOR RELATING nJ THIS ACT iEEwEw708 THE PROJECT SHALL BE SUBMITTED n) | | —EXISTING G07DSY ISTING 6" CURB vmun,uxp�w�um�� /�mv�cau/nc,*n/� � mv/vou',e"nccv/nc",aac | ' E /v 20.)|FUiE CON TRAC FOR DEYIA TES FROM n*E PLANS AND SP8C|RCArIONS, | INCLUDING THE NOTES CONTAIN ED THEREON, VNTHOUTF|RST08t^IN|N8 10 5 0 lV 20 PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER | | || || AND ENGINEER, n SHALL as RESPONSIBLE FOR THE PAYMENT OF ALL COSTS SCALE: 1" = 18` l0QORREC[ ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED vNlH RESP6CTTxB{E70AwDALLCO�pEw8xi<}|�n/OHPUN[|lVEUA�&GSS [l���\�/|�J[�|[�(�[��J[l RESULTING THEREFROM AND K SHALL INDEMNIFY AND HOLD THE [wvwEH �/'"`,,''``^��'��/-'`�/ CONCRETE wEwRBx��0vv����VHB�ENO8�0 0�EMEwT0nvw\|x . AND ENGINEER HAR��LE8SFR0��ALL SUCMCO3 Is, /0C0NN8��ANYSUCH C� |wD|Q(l�E5YvK|5RK�El�ER ^�D NEW ` vw]RKAND FROM /&LSUCH HwSSAND rEwALllSS,O0K�PENSAll0NAND cv «�� ^---~^---- . PUNII NE DAMAGES AND COS [8OF ANY NAT URERESULONGTHERBHR0MI. ~ -- - �w mnw LANDSCAPE ,xmD/unEAnnmm o� UU �_ 0 ow i a tePln EXISTING FENCE AREA EXIS TING TREE EXISTING FENCE PAVER AREA ci no NENCLEANOUI CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS INITIALS SaITIAL3 INIIIAL5 IN N INT. DATE PLANS PR LIND VISION OF RECOMMENDED: APPROVED: DESCRIPTION: FOUND 2.5" DISK IN SIDEWALK WORKS /L^ $P'O�DATE: (01/30/2018 1044 HYGEIA AVENUE LOCATION- SE QUAD. OF LEUCADIA BLVD. AND r 13267-G EN NEE E DATE CATHY AMES % Y6, R.C.E. NO.: 72599 CITY ENGINEER APN 254-325-05-00 RECORD FROM: ENCINITAS ROS 18416 119 Z. /Ink /I a 'g-'almaak ELEVATION: 178.543 DATUM: NAVD88 CITY ENGIN 1) NAME EXP.: 06/18 DATE DATE PLANNING CASE NO: #15-102 SHEET 2 OF 6 (q INSPECTOR I � 'K � m ILL Lu LIS Fz^~ _� ca 0 Lu 0 � OD 1 i 1 DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE TW 80.50 -� t-. .�" - " n - �� - l� P ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST / ( -.�`�- .. i `�g�y� . ) INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED ( h TW 77.81. BW 77'85 I/ 4` TW 85.5311 1 © 11 X38.34) ' t INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES ( I BVV77.61 _ mAI,(� I l II PROP. 15 L.F. 8 "'' .PE O 172`z I 1 SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF I I /. 82.75 "-� �"F/P•/ ` BW 83.85 1 -- I I I -- - - - - - - - -- - -- - -- "rye CONSTRUCTION i \\ I n i j 2.) ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, �, \ �- WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER 6 EX CLEANOUT \ \ OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE, SHALL BE ( I �(TO BE PROTE�TED VERTICALLY AND HORIZONTALLY LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION N PLACE) ( \ EXl$7/NG "PVC SANITAR?\ SE R LATERAL / SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES, THE CONTRACTOR IS y RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. 3.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE PROP STONE / DRAWINGS, SPECIFICATIONS, AND REFERENCED DOCUMENTS ASSOCIATED WITH I I ` DISSIPATOR \ THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. ( 1 18 "NIDEx3 SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE I I I \ J'CRUSHED STONE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S \ I RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING 11 I I 82.81 PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO �`. ` r,- -_ -- I � ,I � •� ��� : � I .;` R�P.1 v�''� V 0 . 6 iWIDE I PROP. 5' CURB " - - - - - - L INLET INV: ±92.59 CONTRACTO P 93.95 TO NOTIFY I I IF GRADES \N I I \\ ARE DIFFERENT I GRADING & UTILITY NOTES I I BLOCK RETAINING WALL PER SDRSD C -4 I TW 85.53 11 H X \ \ I 1.) THE LOCATION OF ALL EXISTING AND PROPOSED SERVICES ARE I BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY 93 aOl \ 1 TW 77.80 i BW 76.72 4 C TW 78.30 S 74 °1642" BW 77.90 \ 224• 7� \ TW 83.41 BW 82.99 BW80.32 �� "' - - -- - - -- t - - -- " PROP' PUMP - )N POWER &CONTROL - - -- "" -�[�, PANEL PROP. 20" RISER _ -INV: 81.00 APPROXIMATE AND MUST \ _.. _ _ .x _ - a ��� LOCATION OF FILTER #3 COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR - " " -" - - - -- - LOCATION OF PUMP -� ADEWL 13.) SEE SPECIFICATIONS FOR BACKFILLING AND COMPACTION EXCAVATION. SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN THE _ �n _ _ _ .... .J I '`�° _ _ It a x \ - -- -�� °"e1 -. - -- =' -- I , -BLOCK RETNNING WALL F,ER SRS "U C -5 __ ®® r - - - - - -- T -� r - -- - SEE SHEET C3.2 Z - pCl1P[Ory-10- MRRLOW FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL _ 0/ - i I 11 I I d II .90.2 +.1 1 i 1 DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE TW 80.50 -� t-. .�" - " n - �� - l� P ENGINEER. CONSTRUCTION SHALL COMMENCE BEGINNING AT THE LOWEST / ( -.�`�- .. i `�g�y� . ) INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED ( h TW 77.81. BW 77'85 I/ 4` TW 85.5311 1 © 11 X38.34) ' t INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES ( I BVV77.61 _ mAI,(� I l II PROP. 15 L.F. 8 "'' .PE O 172`z I 1 SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF I I /. 82.75 "-� �"F/P•/ ` BW 83.85 1 -- I I I -- - - - - - - - -- - -- - -- "rye CONSTRUCTION i \\ I n i j 2.) ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, �, \ �- WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER 6 EX CLEANOUT \ \ OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE, SHALL BE ( I �(TO BE PROTE�TED VERTICALLY AND HORIZONTALLY LOCATED. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION N PLACE) ( \ EXl$7/NG "PVC SANITAR?\ SE R LATERAL / SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES, THE CONTRACTOR IS y RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. 3.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE PROP STONE / DRAWINGS, SPECIFICATIONS, AND REFERENCED DOCUMENTS ASSOCIATED WITH I I ` DISSIPATOR \ THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. ( 1 18 "NIDEx3 SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE I I I \ J'CRUSHED STONE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S \ I RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING 11 I I 82.81 PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO �`. ` r,- -_ -- I � ,I � •� ��� : � I .;` R�P.1 v�''� V 0 . 6 iWIDE 82.63 ` ,..-� -'� � � } 85 +' ! 40� '"^� pFOp., (2) JWf ?ERGROIJf!p y C 'BAND 1 EXISTING r f 83.85 Y 1_ s.. H PAVE 5 1 / CLEANOUT �l nNTS AMi eL:dkTiOv� ^ EDGE OF PAVEMENT 1P CALCULATIONS NAL IMPERVIOUS AREA: 1,755 S.F. OSED IMPERVIOUS AREA: 8,889 S.F. RENCE: 7,134 S.F. FACTOR = 9 %' 7,134 S.F. = 642 S.F IRED BOTTOM BMP AREA = 671. S.F. IDED BOTTOM RMP AREA = 671 S.F. n C ■ L W I PROP. 5' CURB " - - - - - - L INLET INV: ±92.59 CONTRACTO P 93.95 TO NOTIFY ENGINEER III WRITING IF GRADES 4ND TIE IN POINTS IN 171ELD ARE DIFFERENT THAN PLAN. 95% OPTIMUM DENSITY (AS DETERMINED BY MODIFIED PROCTOR METHOD). 82.63 ` ,..-� -'� � � } 85 +' ! 40� '"^� pFOp., (2) JWf ?ERGROIJf!p y C 'BAND 1 EXISTING r f 83.85 Y 1_ s.. H PAVE 5 1 / CLEANOUT �l nNTS AMi eL:dkTiOv� ^ EDGE OF PAVEMENT 1P CALCULATIONS NAL IMPERVIOUS AREA: 1,755 S.F. OSED IMPERVIOUS AREA: 8,889 S.F. RENCE: 7,134 S.F. FACTOR = 9 %' 7,134 S.F. = 642 S.F IRED BOTTOM BMP AREA = 671. S.F. IDED BOTTOM RMP AREA = 671 S.F. n C ■ L W L - - - PROFILE SEE - - - -- JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES, THE l l 1 / / ON SHEET C3.0 PROP. / / / / / / / / / 1 ` / ', EDGE OF CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" > ASPHALT REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS I / / / / / 9390 y ' WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND /OR TRENCHING PROCEDURES. MA EX. 94.50 a 95.12 151 PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL TC 94.40 202' .41 O 0 w 0 z Q DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL / ° �� / / / / i BC 93.90 o S 74 16 5 W 224.92 / w OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF i / / / / TIE INTO EXISTING 3 EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. i // �� // / / // l / XISTiNG CONC. /ASPHALT �, HOLD CITY HARMLESS FOR O / / l / TILIlY POLE Z / / I a DRAINAGE RECORDED 2 2AL8 0 Elf 16. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY i/ // // // / / TYP.) (PROTECT IN PLACE) y F- / / a k 20a�? AS DOCUMENT NO.2Gi8- -' Z CLEANOUT TOPS SHALL BE ADJUSTED, If REQUIRED, TO MATCH THE GRADING / � / / i // l ( / I � EXlSTlNG GUTTER W � � AND UTILITY PLAN(S). THE SANITARY CLEANOUT TOPS SHALL BE �� / // I a EXISTING 6" CURB 0 z RE- INSTALLED IN THE SAME MANNER AS THE ORIGINAL CLEANOUTS. I 21,) THE CONTRACTOR SHALL, BE REQUIRED TO SECURE ALL NECESSARY PERMITS FOR / // / / / - 00 0 0. 17.) THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING ALL OFF -SITE HAUL AND /OR BORROW SITES. CONTRACTOR SHALL SUPPI� COPY OF 10 / 5 0 10 20 4 �n APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK. �6 O U) 0 o a o TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO ..a q0 = Z o COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% SCALE: 1" 10' - � m MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL 2X•) ALL PROPOSED UTIUTIES WITHIN THE PROJECT SHALL BE INSTALLED UNDERGROUND INCLUDING (9 M CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT, AND 2.0% MINUMUM EXISTING UTILITIES. DRAWING LEGEND _ _ ___..____ z o w CONCREI E PROPOSED RETAINING 4NALL W r- m IN LANDSCAPED AREAS TO PREVENT PONDING. ANY DISCREPANCIES THAT PAVEMENT OI? WALK MAY AFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO 23.) THE EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE. IF ANY MONUMENT IS NDICAIES WATER METER NEW LANDSCAPE BOULDER Tw ioo.00 G rad i n P Lan THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER -� _ "; XIM1AIEUMIFOFWORK gyy�op_io NEVVTOPOFVVALL/ M .....r ............. g AI I RO WITHOUT NOTIFICATION IS DONE SO AT THE CONTRACTOR'S OWN RISK. RECORD SHALL BE FILED WITH THE COUNTY PRIOR TO RELEASE OF OCCUPANCY. ROLE . NEW LANDSCAPE YARD /AREA DRAIN _----- _ - -_ -- 999 - BOTTOM OF VVALL SPOT ELEVATION BMP "-� EXISTING:�NLOUI ?w /EZEVATION ) STORM TRO 19.) REFER TO THE SITE PLAN FOR ADDITIONAL NOTES. 24. WATER POLLUTION CONTROL SMPS TO BE PRIVATELY MAINTAINED AND NOT TO BE -x - EXISTING FENCE EXISTING POLE AREA 999 MODIFIED WITHOUT A PERMIT FROM THE CITY a INDICAI ES WATER METER NEW CON I OUR W/BLEVAIION NEW SPOT ELEVATION 20. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL NEN STORM DRAIN (SIZE AND IYPE AS NOTED) 25.) TW:BW INDICATE TOP OF WALL AND BOTTOM OF WALL RESPECTVELY. BOTTOM OF WALL EASING TREE - EXISTING FENCE 2 SUPERSEDE IN ALL CASES. THE ENGINEER OF RECORD MUST BE PAVER AREA ELEVATIONS ARE TO FINISHED GRADE AND DO NOT INCLUDE FOOTING ELEVATIONS. ; -S S S S NET/ SEWER NNE j o IMMEDIATELY NOTIFIED IN WRITING OF ANY CONFLICTS. �O, NEW CLEANOUI:- - CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: AWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INITIALS ITIALS INITIALS 1 "AS- Bum" PAR• CON1RAOOK MWAes � INT. 4DATE PLANS P UNDE RVISION OF RE OMMENDED. APPROVED: GRADING PLAN FOR: DESCRIPTION: FOUND 2.5" DISK IN SIDEWALK p ! ' - 1044 HYGEIA AVENUE �I �! 11 PUBLIC WORKS ,. A ( DATE: 01/30!2018 SE QUAD. OF LEUCADIA BLVD. AND � 13267 -G LOCATION: ENGINEE TAME ATE JES E O S CH�HER L. MAG SKU CATHY AMES ORPHEUS AVENUE PLANNING R.C.E. NO.: 72599 RECORD FROM: ENCINITAS ROS 18416 �/ % (% 19 R @VIEWS I� CITY ENGINEER APN 254 - 325 -05 -00 2 2l 13 a.� ELEVATION: 178.543 DATUM: NAVD88 Y ENGINEER D TE INEE AME EXP.: 06/18 9 INSPECTOR f DATE DATE PLANNING CASE NO: #15 -102 SHEET 3 OF 6 TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED TO " - - - - - - L /I / / / / / / ' ' TC94.30 I PALft ULIAIL < � 95% OPTIMUM DENSITY (AS DETERMINED BY MODIFIED PROCTOR METHOD). I / / / ? I BC 93 aOl SHEET C10) // I 13.) SEE SPECIFICATIONS FOR BACKFILLING AND COMPACTION I I / / / / / I l� O REQUIREMENTS ON UTIUTY TRENCH. ALL FILL, COMPACTION, AND BACKFILL /�, / / / / cb PAVEMENT z MATERIALS REQUIRED FOR UTILITY INSTALLATION SHALL BE AS PER THE / O RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND SHALL BE / / / / / ! / PROP. 2' U_ COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS " ° / / / / / / / 1 _' 7 CONCRETE SWALE 0 +00 j ~- L -� ro 0+46 U. 14.) THE CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE / t:.. - L - - - PROFILE SEE - - - -- JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES, THE l l 1 / / ON SHEET C3.0 PROP. / / / / / / / / / 1 ` / ', EDGE OF CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" > ASPHALT REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS I / / / / / 9390 y ' WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND /OR TRENCHING PROCEDURES. MA EX. 94.50 a 95.12 151 PAVEMENT SHALL BE SAW CUT IN STRAIGHT LINES TO THE FULL TC 94.40 202' .41 O 0 w 0 z Q DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL / ° �� / / / / i BC 93.90 o S 74 16 5 W 224.92 / w OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF i / / / / TIE INTO EXISTING 3 EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. i // �� // / / // l / XISTiNG CONC. /ASPHALT �, HOLD CITY HARMLESS FOR O / / l / TILIlY POLE Z / / I a DRAINAGE RECORDED 2 2AL8 0 Elf 16. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY i/ // // // / / TYP.) (PROTECT IN PLACE) y F- / / a k 20a�? AS DOCUMENT NO.2Gi8- -' Z CLEANOUT TOPS SHALL BE ADJUSTED, If REQUIRED, TO MATCH THE GRADING / � / / i // l ( / I � EXlSTlNG GUTTER W � � AND UTILITY PLAN(S). THE SANITARY CLEANOUT TOPS SHALL BE �� / // I a EXISTING 6" CURB 0 z RE- INSTALLED IN THE SAME MANNER AS THE ORIGINAL CLEANOUTS. I 21,) THE CONTRACTOR SHALL, BE REQUIRED TO SECURE ALL NECESSARY PERMITS FOR / // / / / - 00 0 0. 17.) THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING ALL OFF -SITE HAUL AND /OR BORROW SITES. CONTRACTOR SHALL SUPPI� COPY OF 10 / 5 0 10 20 4 �n APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK. �6 O U) 0 o a o TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO ..a q0 = Z o COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% SCALE: 1" 10' - � m MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL 2X•) ALL PROPOSED UTIUTIES WITHIN THE PROJECT SHALL BE INSTALLED UNDERGROUND INCLUDING (9 M CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT, AND 2.0% MINUMUM EXISTING UTILITIES. DRAWING LEGEND _ _ ___..____ z o w CONCREI E PROPOSED RETAINING 4NALL W r- m IN LANDSCAPED AREAS TO PREVENT PONDING. ANY DISCREPANCIES THAT PAVEMENT OI? WALK MAY AFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO 23.) THE EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE. IF ANY MONUMENT IS NDICAIES WATER METER NEW LANDSCAPE BOULDER Tw ioo.00 G rad i n P Lan THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER -� _ "; XIM1AIEUMIFOFWORK gyy�op_io NEVVTOPOFVVALL/ M .....r ............. g AI I RO WITHOUT NOTIFICATION IS DONE SO AT THE CONTRACTOR'S OWN RISK. RECORD SHALL BE FILED WITH THE COUNTY PRIOR TO RELEASE OF OCCUPANCY. ROLE . NEW LANDSCAPE YARD /AREA DRAIN _----- _ - -_ -- 999 - BOTTOM OF VVALL SPOT ELEVATION BMP "-� EXISTING:�NLOUI ?w /EZEVATION ) STORM TRO 19.) REFER TO THE SITE PLAN FOR ADDITIONAL NOTES. 24. WATER POLLUTION CONTROL SMPS TO BE PRIVATELY MAINTAINED AND NOT TO BE -x - EXISTING FENCE EXISTING POLE AREA 999 MODIFIED WITHOUT A PERMIT FROM THE CITY a INDICAI ES WATER METER NEW CON I OUR W/BLEVAIION NEW SPOT ELEVATION 20. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL NEN STORM DRAIN (SIZE AND IYPE AS NOTED) 25.) TW:BW INDICATE TOP OF WALL AND BOTTOM OF WALL RESPECTVELY. BOTTOM OF WALL EASING TREE - EXISTING FENCE 2 SUPERSEDE IN ALL CASES. THE ENGINEER OF RECORD MUST BE PAVER AREA ELEVATIONS ARE TO FINISHED GRADE AND DO NOT INCLUDE FOOTING ELEVATIONS. ; -S S S S NET/ SEWER NNE j o IMMEDIATELY NOTIFIED IN WRITING OF ANY CONFLICTS. �O, NEW CLEANOUI:- - CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: AWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INITIALS ITIALS INITIALS 1 "AS- Bum" PAR• CON1RAOOK MWAes � INT. 4DATE PLANS P UNDE RVISION OF RE OMMENDED. APPROVED: GRADING PLAN FOR: DESCRIPTION: FOUND 2.5" DISK IN SIDEWALK p ! ' - 1044 HYGEIA AVENUE �I �! 11 PUBLIC WORKS ,. A ( DATE: 01/30!2018 SE QUAD. OF LEUCADIA BLVD. AND � 13267 -G LOCATION: ENGINEE TAME ATE JES E O S CH�HER L. MAG SKU CATHY AMES ORPHEUS AVENUE PLANNING R.C.E. NO.: 72599 RECORD FROM: ENCINITAS ROS 18416 �/ % (% 19 R @VIEWS I� CITY ENGINEER APN 254 - 325 -05 -00 2 2l 13 a.� ELEVATION: 178.543 DATUM: NAVD88 Y ENGINEER D TE INEE AME EXP.: 06/18 9 INSPECTOR f DATE DATE PLANNING CASE NO: #15 -102 SHEET 3 OF 6 LATEST STANDARDS OF OSHA DIRECTIVES, OR ANY OTHER AGENCY HAVING " " - - - - - - L O 0 w 0 z Q DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL / ° �� / / / / i BC 93.90 o S 74 16 5 W 224.92 / w OPERATIONS SHALL BE REMOVED FROM THE SITE AT THE TIME OF i / / / / TIE INTO EXISTING 3 EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. i // �� // / / // l / XISTiNG CONC. /ASPHALT �, HOLD CITY HARMLESS FOR O / / l / TILIlY POLE Z / / I a DRAINAGE RECORDED 2 2AL8 0 Elf 16. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY i/ // // // / / TYP.) (PROTECT IN PLACE) y F- / / a k 20a�? AS DOCUMENT NO.2Gi8- -' Z CLEANOUT TOPS SHALL BE ADJUSTED, If REQUIRED, TO MATCH THE GRADING / � / / i // l ( / I � EXlSTlNG GUTTER W � � AND UTILITY PLAN(S). THE SANITARY CLEANOUT TOPS SHALL BE �� / // I a EXISTING 6" CURB 0 z RE- INSTALLED IN THE SAME MANNER AS THE ORIGINAL CLEANOUTS. I 21,) THE CONTRACTOR SHALL, BE REQUIRED TO SECURE ALL NECESSARY PERMITS FOR / // / / / - 00 0 0. 17.) THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING ALL OFF -SITE HAUL AND /OR BORROW SITES. CONTRACTOR SHALL SUPPI� COPY OF 10 / 5 0 10 20 4 �n APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK. �6 O U) 0 o a o TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO ..a q0 = Z o COMMENCEMENT OF ANY CONSTRUCTION. CONTRACTOR TO ENSURE 0.75% SCALE: 1" 10' - � m MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL 2X•) ALL PROPOSED UTIUTIES WITHIN THE PROJECT SHALL BE INSTALLED UNDERGROUND INCLUDING (9 M CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT, AND 2.0% MINUMUM EXISTING UTILITIES. DRAWING LEGEND _ _ ___..____ z o w CONCREI E PROPOSED RETAINING 4NALL W r- m IN LANDSCAPED AREAS TO PREVENT PONDING. ANY DISCREPANCIES THAT PAVEMENT OI? WALK MAY AFFECT THE PUBLIC SAFETY OR PROJECT COST MUST BE IDENTIFIED TO 23.) THE EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN- PLACE. IF ANY MONUMENT IS NDICAIES WATER METER NEW LANDSCAPE BOULDER Tw ioo.00 G rad i n P Lan THE ENGINEER IN WRITING IMMEDIATELY. PROCEEDING WITH CONSTRUCTION DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR AND A CORNER -� _ "; XIM1AIEUMIFOFWORK gyy�op_io NEVVTOPOFVVALL/ M .....r ............. g AI I RO WITHOUT NOTIFICATION IS DONE SO AT THE CONTRACTOR'S OWN RISK. RECORD SHALL BE FILED WITH THE COUNTY PRIOR TO RELEASE OF OCCUPANCY. ROLE . NEW LANDSCAPE YARD /AREA DRAIN _----- _ - -_ -- 999 - BOTTOM OF VVALL SPOT ELEVATION BMP "-� EXISTING:�NLOUI ?w /EZEVATION ) STORM TRO 19.) REFER TO THE SITE PLAN FOR ADDITIONAL NOTES. 24. WATER POLLUTION CONTROL SMPS TO BE PRIVATELY MAINTAINED AND NOT TO BE -x - EXISTING FENCE EXISTING POLE AREA 999 MODIFIED WITHOUT A PERMIT FROM THE CITY a INDICAI ES WATER METER NEW CON I OUR W/BLEVAIION NEW SPOT ELEVATION 20. IN CASE OF DISCREPANCIES BETWEEN PLANS, THE SITE PLAN WILL NEN STORM DRAIN (SIZE AND IYPE AS NOTED) 25.) TW:BW INDICATE TOP OF WALL AND BOTTOM OF WALL RESPECTVELY. BOTTOM OF WALL EASING TREE - EXISTING FENCE 2 SUPERSEDE IN ALL CASES. THE ENGINEER OF RECORD MUST BE PAVER AREA ELEVATIONS ARE TO FINISHED GRADE AND DO NOT INCLUDE FOOTING ELEVATIONS. ; -S S S S NET/ SEWER NNE j o IMMEDIATELY NOTIFIED IN WRITING OF ANY CONFLICTS. �O, NEW CLEANOUI:- - CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: AWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INITIALS ITIALS INITIALS 1 "AS- Bum" PAR• CON1RAOOK MWAes � INT. 4DATE PLANS P UNDE RVISION OF RE OMMENDED. APPROVED: GRADING PLAN FOR: DESCRIPTION: FOUND 2.5" DISK IN SIDEWALK p ! ' - 1044 HYGEIA AVENUE �I �! 11 PUBLIC WORKS ,. A ( DATE: 01/30!2018 SE QUAD. OF LEUCADIA BLVD. AND � 13267 -G LOCATION: ENGINEE TAME ATE JES E O S CH�HER L. MAG SKU CATHY AMES ORPHEUS AVENUE PLANNING R.C.E. NO.: 72599 RECORD FROM: ENCINITAS ROS 18416 �/ % (% 19 R @VIEWS I� CITY ENGINEER APN 254 - 325 -05 -00 2 2l 13 a.� ELEVATION: 178.543 DATUM: NAVD88 Y ENGINEER D TE INEE AME EXP.: 06/18 9 INSPECTOR f DATE DATE PLANNING CASE NO: #15 -102 SHEET 3 OF 6 , 39,37'(1 meter) 5t.1�-2-' �(130mm) - - -- 4- 72 ° 1120nm# _ to 112.50" 020mm4 iii } a r. r 3.74° 195mm) 1.33' (34mm) FWA Knock -outs included on event 5th channel Type K907G ht-11" catch basin 19.64'10 -5 meter) Gale €rakar educes Ror: Sep 1311 TRENCH DRAIN DETAIL SCALE: N.T.S. CONSTRUCTION BMP SCHEDULE CASOA DESCRIPTION INSTALLATION MAINTENANCE/ DESIGNATION INSPECTION SE -1 SILT FENCING PRIOR TO GROUND WEEKLY /— Yb4e%iAOT RCKKRNV 4Ui'?fiE4E DISTURBANCE GC98ifi FPiER(?Y SE -6 GRAVEL BAGS PRIOR TO GROUND WEEKLY CKBA&IN q.8^ I;ggp/ygp0__ �NLETPf�E��EnD�ipg;, "_ }.. �- DISTURBANCE SE -7 STREET SWEEPING PRIOR TO GROUND DAILY DISTURBANCE TRA CONST. ENTRANCE /EXIT PRIOR TO GROUND WEEKLY DISTURBANCE / / / /r4" A.C. WA NOTES: `6" AGGREGATE BASE 95% RELATIVE COMPACTION. - REFER TO GEOTECHNICAL REPORT FOR FURTHER DETAILS /RECCOMENDATIONS - UPPER 12 INCHES OF SUBGRADE TO BE SCARIFIED MOISTURE CONDITIONED AND COMPACTED TO 95% PER ASTM D1557. - OVEREXCAVATION PER GEOTECHNICAL REPORT. - PLACEMENT OF CONC. /JOINTS' PER ACI SPECIFICATIONS <ii�G1-.1 VOED FILLER - 118" TO WE' (NO. S) AGGREGATE IN VOIDS SEDOINGCOURSE- 2'THICK OF \ V8" TO 318" (NO. S) AGGREGATE CHOKER COURSE -4" THICK OP 3}8" TO 10 (NO. 57) CRUSHED ROCK MIN.67THICKOF301" 4" (NO- 2) CRUSHED ROCK SOIL SUBGRADE 6.. NOTES: -ALL AGGREGATE MUST BE CLEANANASHED AND FREE OF FINES {SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -FIX, IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED 2 PERVIOUS PAVER DETAIL SCALE: N T S. —r— I� Z c n *6 I / / Qo / so, .e' - /�� f y / / I 1 BIORETENTION DETAIL FOR STANDARD PROJECTS ONLY - !'X$YROOTF14,pE13SEGN�X.iiT /— Yb4e%iAOT RCKKRNV 4Ui'?fiE4E / tOft W£LL DRNIb£D S01i_ GC98ifi FPiER(?Y / °$ "THICK ROCKLINCP � DYER LPW 9PHIWAY --� ���� SET4 ABO (£Sh2FAGE 22 'x22'PCC 2.id�U£6 WAIL (SEE DETAIL e) CKBA&IN q.8^ I;ggp/ygp0__ �NLETPf�E��EnD�ipg;, "_ }.. �- - /I ACULpI 10 MIN. VOED FILLER - 118" TO WE' (NO. S) AGGREGATE IN VOIDS SEDOINGCOURSE- 2'THICK OF \ V8" TO 318" (NO. S) AGGREGATE CHOKER COURSE -4" THICK OP 3}8" TO 10 (NO. 57) CRUSHED ROCK MIN.67THICKOF301" 4" (NO- 2) CRUSHED ROCK SOIL SUBGRADE 6.. NOTES: -ALL AGGREGATE MUST BE CLEANANASHED AND FREE OF FINES {SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -FIX, IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED 2 PERVIOUS PAVER DETAIL SCALE: N T S. —r— I� Z c n *6 I / / Qo / so, .e' - /�� f y / / I 1 TIORIFlENTON1'ENOANESREO SOIL° U\Y32 S r_13E. MINIMUM TA` OEEP'SNfli LO SM MIMY,RTCOMPO TORHXRON OD ULCH.A 40`34 YHMl.C.SA4iA$15i4W 5Afbb, 2}3Q'k CONROSTOft HAROWOG4 MULCH. AND P130`Xa TDP901t '' C CRUSHED ROCK LAYER SHALL SEAMINwNMOF 1 T'SUT MAY BE DOETENH,IIO RKrREASE THE WR uTRAAONAND STORAGE ABILuYOF #HE SMIN. THE EFFECE AREA OR THE SASLNSHAIt V LFVR, AND SHA-1, 095OEO fta L 09 e1TY OF ENONFAS SMP 4ES(OHFBANWLCALOULF:T(GM1V BIOSWALE BMP W/ PROFILE VIEW ft£TEHTNPPRREA fiFM,i w z = z Y J w z o w jl � w w 5 d s PROP. 6° CONIC, BAND PER PAVER EXISTING HILSIDE DETAIL SLOPE EXISTING ROADWAY �(NYGE +A a.59AVENUE) CE CE 7* 30/2018 DETAIL 2 SHEET C3.0 PER SDRSD G -1 15 PARKWAY PROFILE SCALE: 1 " =5' P3ute: These are the pipe tbra ratty at tlx saec"m`zd outiei, NOT zlhanrzet Mw rains Cae" 4 6esai tk'nxaMeS ara;ea€xUt trash G:cktrt -uOng OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED. It / / °° 8- COORDINATION, SUBMITTALS, AND NOTIFICATIONS SHALL BE MADE BY TELEPHONE AND EMAIL TO MR. IAN RIFFEL AT 760 -753 -0155 / IRIFFEL @LWWD.ORG. EMERGENCY CONTACT CAN BE MADE AFTER HOURS TO LWD AT e 4 . e ep 760- 753 -0155. 5 EROSION AND SEDIMENT CONTROL PLAN SCALE: N.T.S. ; ASPHALT REPLACEMENT SCALE: NITS. NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: FOUND 2.5" DISK IN SIDEWALK LOCATION: SE QUAD. OF LEUCADIA BLVD. AND ORPHEUS AVENUE RECORD FROM: ENCINITAS ROS 18416 ELEVATION: 178.543 DATUM: NAVD88 � y APPROVALS �q PUBLIC WOR ATE PLANNING 119 REVIEWER INT. DATE PLANS 7 UNDE VISION OF DATE: 01/30/2018 R.C.E. NO.: 72599 E EXP.: 06118 ENGINEERING DIVISION APPROVALS RE OMMENDED: APPROVED: JES VOWENS CHRIST PHER L. MAGIy /I � CITY EN$I� 8 DAT� DATE DetailSheet C3.0 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DING PLAN FOR: 1044 HYGEIA AVENUE CATHY AMES 13267 -G APN 254 - 325 -05 -00 PLANNING CASE NO: #15 -102 SHEET 4 OF 6 N N rn d Z 0 J d U O O w 0 Z ui 0 za J z cn O 0O0 �COo � o Z`to 0 w °m PROPOSED PAVERS PER � PROP. 6° CURB & GUTTER] BIORETENTION DETAIL FOR STANDARD PROJECTS ONLY - !'X$YROOTF14,pE13SEGN�X.iiT /— Yb4e%iAOT RCKKRNV 4Ui'?fiE4E / tOft W£LL DRNIb£D S01i_ GC98ifi FPiER(?Y / °$ "THICK ROCKLINCP � DYER LPW 9PHIWAY --� ���� SET4 ABO (£Sh2FAGE 22 'x22'PCC 2.id�U£6 WAIL (SEE DETAIL e) CKBA&IN q.8^ I;ggp/ygp0__ �NLETPf�E��EnD�ipg;, "_ }.. �- - /I ACULpI 10 MIN. TIORIFlENTON1'ENOANESREO SOIL° U\Y32 S r_13E. MINIMUM TA` OEEP'SNfli LO SM MIMY,RTCOMPO TORHXRON OD ULCH.A 40`34 YHMl.C.SA4iA$15i4W 5Afbb, 2}3Q'k CONROSTOft HAROWOG4 MULCH. AND P130`Xa TDP901t '' C CRUSHED ROCK LAYER SHALL SEAMINwNMOF 1 T'SUT MAY BE DOETENH,IIO RKrREASE THE WR uTRAAONAND STORAGE ABILuYOF #HE SMIN. THE EFFECE AREA OR THE SASLNSHAIt V LFVR, AND SHA-1, 095OEO fta L 09 e1TY OF ENONFAS SMP 4ES(OHFBANWLCALOULF:T(GM1V BIOSWALE BMP W/ PROFILE VIEW ft£TEHTNPPRREA fiFM,i w z = z Y J w z o w jl � w w 5 d s PROP. 6° CONIC, BAND PER PAVER EXISTING HILSIDE DETAIL SLOPE EXISTING ROADWAY �(NYGE +A a.59AVENUE) CE CE 7* 30/2018 DETAIL 2 SHEET C3.0 PER SDRSD G -1 15 PARKWAY PROFILE SCALE: 1 " =5' P3ute: These are the pipe tbra ratty at tlx saec"m`zd outiei, NOT zlhanrzet Mw rains Cae" 4 6esai tk'nxaMeS ara;ea€xUt trash G:cktrt -uOng OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED. It / / °° 8- COORDINATION, SUBMITTALS, AND NOTIFICATIONS SHALL BE MADE BY TELEPHONE AND EMAIL TO MR. IAN RIFFEL AT 760 -753 -0155 / IRIFFEL @LWWD.ORG. EMERGENCY CONTACT CAN BE MADE AFTER HOURS TO LWD AT e 4 . e ep 760- 753 -0155. 5 EROSION AND SEDIMENT CONTROL PLAN SCALE: N.T.S. ; ASPHALT REPLACEMENT SCALE: NITS. NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: FOUND 2.5" DISK IN SIDEWALK LOCATION: SE QUAD. OF LEUCADIA BLVD. AND ORPHEUS AVENUE RECORD FROM: ENCINITAS ROS 18416 ELEVATION: 178.543 DATUM: NAVD88 � y APPROVALS �q PUBLIC WOR ATE PLANNING 119 REVIEWER INT. DATE PLANS 7 UNDE VISION OF DATE: 01/30/2018 R.C.E. NO.: 72599 E EXP.: 06118 ENGINEERING DIVISION APPROVALS RE OMMENDED: APPROVED: JES VOWENS CHRIST PHER L. MAGIy /I � CITY EN$I� 8 DAT� DATE DetailSheet C3.0 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DING PLAN FOR: 1044 HYGEIA AVENUE CATHY AMES 13267 -G APN 254 - 325 -05 -00 PLANNING CASE NO: #15 -102 SHEET 4 OF 6 N N rn d Z 0 J d U O O w 0 Z ui 0 za J z cn O 0O0 �COo � o Z`to 0 w °m PROPOSED PAVERS PER � PROP. 6° CURB & GUTTER] 4 Max reach = 150 m (see note 1) Optional maintenance opening detail Cross barrier 2.5 (See note 10) Mood Fabric stake Fabric ligg- Cross barrier mI Toe ,of slope PLAN _ TEMPORARY LINEAR SEDIMENT BARRIER (TYPE SILT FENCE) � r7z 1k V ..._ NOTES ens L Heveiian a theh reach does no exceed ff3 be %bht ofeAhe linear berran, is na � ,ball t e reach length semen 150.. 2. The lest 25 an at fence shall b, turned up slant. 3. Blake dfinenalons are ..last. 4. Dimension may vary to fit field condftiea. 5. Staked Seen be Spaced ak 25 At maximuto add shelf be ,,alum W ad doaestosen Ads of feats. 6. Stakes to evades and Pence (dirk, to fold around each stake one fall turd. Neeare fabric to stake th A suaptea 7. Stakes shalt No driven tightly together to prodon potential flax - through of sediment at jofnt. no tops of the etekso shall be secured with sure e. For mad atakm fears tabrie than be falddd around two stake, one full turn and scoured with 4 staples. 0. Minimum 4 steals. per staka. Wounalout shaven are typical. in Codes barriers shall be a miaTmum of 1/3 and n. maxisnum of 1/2 We height of to linear name, 11. Maintenance opening@ Slash be oonetrneted W a manner to bee'dPo deaddnt remains behind silt lanna. M inside seotione shall not be placed at sump la,ettone. I3. Sandbag Fawn end layers shall be offset to aliadnefe gape. LEGEND 'ramped ha,ktiil .--. Slope dusotion --� Dtr.ru.. of flow detail 0`� it [e :w 6nnabegn (0 --- T. a $Rp0 Bea Hots la SECTION C -C CROSS BARRIER DETAIL --- STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TEMPORARY LINEAR SEDIMENT BARRIER (TYPE SILT FENCE) NCI SCAt.E Aid, nIN6N61dds ARE IN MIWME71W UNLEAW OTHkWWIME SHOWN r``w Prose barrier 'Poe of slope --J ` —Urofat ""far PLAN �y os TEMPORARY LINE7AR SEDIMENT BARRIER (TYPE ,SANDBAG) 5 pire Ed F;71 SILT FENCE DETAIL V SCALE: N.T.S. Sandbag barrier (See note 4) �Setback varies Fabric section B (Ree note 4) Stakes (S @@ notes 01 7 & 12) 8 50 X 50 Wood stake Stake. R Fabric (Sae notes 3 & 5) Tae of slope ' - -- - -r- EabNo gentler, A Slope 71 (Sae note6 e, 7 & 12) —, f 150 /Bee dotal[ A JOINING SECTION DETAIL (TOP VIEW) O � b 50 X 50 wood stal Fabric (gee notes 3) m (See note e) IS0 C � SECTION A –A END STARE DETAIL (TOP VIEW) LEGEND ----- DIRECTION OF FLAW END DETAIL Slope �.c zac I t SECTION 13-13 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION NOTES Sandbag 7 f,' f.�- SEDIMENT BARRIER l-- barrier EMPORARY LINEAR SEDIMENT BARRIER L Construct the length of each reach so that the change in base n T�Ty Aq f elevation. along the reach does not exceed. 1/2 the height of the (TYPE SANDBAG) linear barrier. In no ease shall the reach length exceed 150 m, tFe. NO SCALE 2, Place sandbags tightly. ALL DIMENSIONS ARC IN 3. Dimension may very to fit field condition. MILLIM81'BRS UNLESS OTHERWISE SHOWN 4. Sandbag barrier shall be a minimum of 3 bags high. of slope 5. The end of the barrier shall be turned up slope. - a 5. GCOBa barriers shall be a min of 112 and a max of 2f3 the height of 'a the linear barrier. 7. Sandbag roes and layers Shall be staggered to eliminate gaps. CROSS BARRIER DETAIL 8 EROSION GRAVEL/SAND BAG DETAIL SCALE N.T.S. NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: FOUND 2.5" DISK IN SIDEWALK LOCATION: SE QUAD. OF LEUCADIA BLVD, AND ORPHEUS AVENUE RECORD FROM: ENCINITAS ROS 18416 ELEVATION: 178.543 DATUM: NAVD88 Sandbaget See note 6 SECTION C -C _ DETAIL A Stake Fabric ` —End stake } Toe of elope End stake I– Sandbags (2- layers high) OPTIONAL MAINTENANCE OPENING DETAIL (SEE NOTE 11) Hatb.k vane, (See Hate 3) Sandbag barrier (Sea note 4) -- H SECTION A -A END DETAIL STATE Or CALIFORNIA DEPARTMENT OF TRANSPORTATION TEMPORARY LINEAR SEDIMENT BARRIER (TYPE SANDBAG) NO SCALE Ate DIMENSIONS ARE IN M2WMCl'ERS UNLESS MIHERW16E MOWN AS -BUILT APPROVALS ��'� PUBLIC WORT E DATE pLANNING q11a7 119 REVIEWER 3250 i 1 IN r a Q O w a o_ c� Z_ (n X W Crushed aggregate greater than 75 mm (3 in) but smaller than 150 mm (6 in) Filter fabric Original °o °o Qo oaf grade 300 mm (12 in) Min, unless otherwise specified by a soils engineer SECTION B —B N TS NOTE: s4 Construct sediment barrier and channelize runoff to o sediment trapping device It / r, B as rieeded V or Tour Times Tne circumrerence of the largest construction vehicle tire, Match whichever is greater Existing Grade PLAN N TS 7 CONSTRUCTION R ENTRANCE DETAIL CONCRETE ENDWALL DETAIL SCALE, N.T.S. PSI CONCRETE ilCK Width as required to accom0date anticipated traffic �.10 DE SIGN2L) BY: I I ff L)KAVVN ear: c i�t1���■ ENGINEERING DIVISION APPROVALS INITIALS I INITIALS t j��j�� DATE PLANS P U VISION OF R „1'�w 40,14 D �A��b1it�i��PP4�1��5 F�3�/ "�i'i��!��i "i�I�,��t�� }i! s Cq ED 9 y$y LL I 1 _ �i� II� g a • kill " UNDERGROUND HOU0001MIK, LLI k Z ® a •s1 e 10 • DE SIGN2L) BY: I I ff L)KAVVN ear: c c I I ENGINEERING DIVISION APPROVALS INITIALS I INITIALS t INT. D DATE PLANS P U VISION OF R RE OMMENDED: APPROVED: 40,14 D Fc)o O Z 1 co W ro DetailSheet C3 CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: 1044 HYGEIA AVENUE CATHY AMES 13267 -G APN 254 - 325 -05 -00 PLANNING CASE NO: #15 -102 SHEET 5 OF s W �j g F9 DRIVEWAY PROFILE dole -FAX 'w .._4. il:, ear, is mv. :e; FILTER #2 ' - wfir yLp COVER t -. - •... TITLF 0 - rod° Lc SHALLOW CATCI- ? FILTER INSE! a° FWard T The McCain? T-Series insert Is an econom tob a#ernativacalchbasin r seem foothill, collection of sadment and debris from CIB -li siormwater runoff and other sources both during and s r construction. ' r The working chamber of hot T,Serias is made of datrabie geotextlle {atria which is meetly replaced and provides for flexibility, ease of maintan economy. .. It 1s delpor ad to collect silt and debris, as wet) as petroleum hydrocarbons . , DI by: Jnhte @alulhom Company (ails and greases). As with -0 FloGarci°. inserts. the T-Slaries perfamn as an effective filtering device : at loot flows Erst °. r- _'. J PO Box 8604. S anta Rosa, Ca 96906 3r Hash') and, because of the bufli<ih high few bypass, wilt not indicates the system's maxi muno design flow, 800761-Ml 70'7576-5106 .,: #ax 707 578 -8892 Intobilroughersturind s77s arde T•Saries inserts are asph able' in sizes far fit industry- standard flat-grated drainage inlets and yard drains: zc .�.... FloGarda T- Sevres catch begin ittsecfs'are reeommetided far areas subject to sediment and debris. The.. can also be C3f3 saner index helm :turn, desS.imel to tai.bbi: tile,. Y ; used irw -er. iota- tc- mod@saie of ovum hydrocarbon (oils grease) with tlte: fronai : m toxf„4xe�f or iiifrzznr?:.asxd xikr{uruna appl.catfon,x. char. Examples et areas are � SmarladH ip� an, aroollo4tle in a w4b, SCfl4:lan of i you mp plate publicrg es. Vaftiola parking !tits. atraraH ramps, truck bus sidt8ga snare, urceriasR, mead adc€ odes. €gin alto offer a poor- -_ yam, cooperation , yaeds. su n streets aria public streak**. l =a„ Ictr fur.. of h3 h ei'ffrax+ +tor tntix•:rir Poly tx : <ta9 trii i ...,. E �`. :. 3x . ahsnrltiug. bc�s. TO(, C11 tide usoal @: mot ix txamjrIetc- �}aGNiEO(i$. uithoxxf z full lint of free G and auudEifiltt- s t1Nx 1 .�a Grate 3rnen < .... ' Seat t R .. inie£da Total ca aY7ma4` arerxt naefiLt hrx„p that ore suitable when foil- ;,rtxd aareaa m i storage Fi xCap. g t7pv Oap. {uliain} r kr a in Depth ('n)..3 ca cuN. eta .cis sxlia[,r rnaiesinit any art demirnlrti+.. One at£xao#a tts?„ i v "I`"a l .._.:.n.__� man @}1iiSi3H. c ....., .,: i:� -TVs f x is 5o x tss `' :� 9 atT €_ s.3 s$t ium,? is acts sh?u Donee ziuiter`£sk a .:_ ... a1 ixr€h duralthe anal in m axrf' c n Ter e le Sea lamew TV S4k34 16x16'= 9 9, -as 6a far detaiislowspecifitudonx FCv7'9 Tar 9x9 i a 4.04 T al 0.1 : FO-73212 fOX10 12x12 18 a.OE at 0.1 : FG-71 8 75x15 48x-t8 9 012 {' 0.8 412 s "'"gtiClig t F.d.T24 22 %22 ?A x 24 14 4.33 I, 0.4 (p3 fixxx:vie l+fa "rile • "+irnatfzne .. �# ,.: • t'm°atste Water :. •1Jzcfnfr.,l 5clluktoaax -. s@p '" ,, ., Eft ' sprats •141li'f'e Flesh; • CrarredoeT3udda 'lD i Ti#at I. as R' + .. H R4 , • L7tTAlite; F7reila (in) Depth prt} $ FFawr Cap.: Cep:. •i'lxtfruiixals # s'ank .- .....�.. Ca ..t n3_ ___ eta I eta • 14 "ut #owcc #xac • 011n f0 12 1 FG.,TRtb s 12.. is _ 9 412 a2. - 9.2 !F4 -TitT3 f5 t89.,. { 0.46 4.4 0.3 ; (y3iA &killbgY'' -5 "s2C Fla-TR20 1a: 20 0 0.10 as - 4.4 "Clul fort F{,.TR2s 22' 24 14 9.09 O :a W` 0.6 awing table supervene fl e, media and, {rare doe available in the C13.erbae Find niaT extia.dad Reara, resso thf± e . dross to fiad Pane Aso o" oxliablt: t`° iaiifeatts a rbiq po o size !a a, Ailablel 2s 14 1.3i: a* Jews red Trench03A}tt i l �Ges14'. Total i Sedlmenf "e Filtered j as _ �P xaii'n„> m,obxlx..,....._....., .�.(..�.. i;a �..: , j_ 1 I madits •, ( Wttllh ; hYiti#4r Storage Flow Cap: > FlawCap.: T" 3 rt { Depth (in) Cap. tCa#.ttj :: .toad . , a note ,ms Fern a : . -'.. $' 1 p 3. t�d 2d '1' r#'..' ( { a t i ' a ...: .. FD -TOOT 6 @�i ' O.gy a,2 0.7 41[. Pat,<etFr a #.�N ct:,a, i "C"'': .-; "?, (- °'j_'. F- I i- wry. ErG- TD1tlT' g i0 9 i AS7 a9 di.2 H3`Lfticmre•r 4ik:�tt:3k ' Tar t r0` 12 & i t--- -- tut .rr a,rtic.,ry x,,,o tit i . l FG7D1$T s i2 `y 14 6 035 6.4 4.z on, Oil R a xirrcaorxtrera sea ataaxtriasa °taaaa+a_.. in 6iYitfi s � I T -'xs V Lk'gau. I ldul#Gi :4ledia 3ubcu¢r I tativoilll Tarns -i ml bee : >lcids i7' pYSeua Crxcrllaa6 i+ celienr I'ani tent Forebear .hccs.rlie. 'fifer . Fsearleut f+�caltenx P «.r74on6� C•o-a3 a and N, RSr ;i GRATE. (6Y OTHERS) it 4J v J W DESCRIPTION aexutxcuausa DATE L AS- UILT APPROVALS 5 I CHECKED BY: Again Aeads (rat deg Fi FILTER #4 INITIALS IN TIALS INI I IALS 14 Andlad Pte 'tt ta' jasi � INT. . D DATE PL E ED UNDE VISION OF DATE: 01/30/2018 " "� .- � � R.C.E. NO.: 72599 INE E EXP.: 06/18 RECOMMENDED: APPROVED: C� i f pi£tra£�a Aa rrte _ .. ... - . :- u , >•r <:. :'n. i}se4*stlmrr,8ale txiscrs Va.13tt5 fatter atatoatb airs 2±Si, -as,5 rxtas.it.ii,_rs vi !221�EhEa�fc�!i2{:ntsGati+},'I C�E,�+C4EShli Too m -, , t &lase ro <,di. axe is rzt ciz... a l ci7 e ncat.�xen hx,uraoa.t3 an <.Llaerl�a r t 5 g `4^.. sx dole -FAX 'w .._4. il:, ear, is mv. :e; FILTER #2 ' - wfir yLp COVER t -. - •... TITLF 0 - rod° Lc SHALLOW CATCI- ? FILTER INSE! a° FWard T The McCain? T-Series insert Is an econom tob a#ernativacalchbasin r seem foothill, collection of sadment and debris from CIB -li siormwater runoff and other sources both during and s r construction. ' r The working chamber of hot T,Serias is made of datrabie geotextlle {atria which is meetly replaced and provides for flexibility, ease of maintan economy. .. It 1s delpor ad to collect silt and debris, as wet) as petroleum hydrocarbons . , DI by: Jnhte @alulhom Company (ails and greases). As with -0 FloGarci°. inserts. the T-Slaries perfamn as an effective filtering device : at loot flows Erst °. r- _'. J PO Box 8604. S anta Rosa, Ca 96906 3r Hash') and, because of the bufli<ih high few bypass, wilt not indicates the system's maxi muno design flow, 800761-Ml 70'7576-5106 .,: #ax 707 578 -8892 Intobilroughersturind s77s arde T•Saries inserts are asph able' in sizes far fit industry- standard flat-grated drainage inlets and yard drains: zc .�.... FloGarda T- Sevres catch begin ittsecfs'are reeommetided far areas subject to sediment and debris. The.. can also be C3f3 saner index helm :turn, desS.imel to tai.bbi: tile,. Y ; used irw -er. iota- tc- mod@saie of ovum hydrocarbon (oils grease) with tlte: fronai : m toxf„4xe�f or iiifrzznr?:.asxd xikr{uruna appl.catfon,x. char. Examples et areas are � SmarladH ip� an, aroollo4tle in a w4b, SCfl4:lan of i you mp plate publicrg es. Vaftiola parking !tits. atraraH ramps, truck bus sidt8ga snare, urceriasR, mead adc€ odes. €gin alto offer a poor- -_ yam, cooperation , yaeds. su n streets aria public streak**. l =a„ Ictr fur.. of h3 h ei'ffrax+ +tor tntix•:rir Poly tx : <ta9 trii i ...,. E �`. :. 3x . ahsnrltiug. bc�s. TO(, C11 tide usoal @: mot ix txamjrIetc- �}aGNiEO(i$. uithoxxf z full lint of free G and auudEifiltt- s t1Nx 1 .�a Grate 3rnen < .... ' Seat t R .. inie£da Total ca aY7ma4` arerxt naefiLt hrx„p that ore suitable when foil- ;,rtxd aareaa m i storage Fi xCap. g t7pv Oap. {uliain} r kr a in Depth ('n)..3 ca cuN. eta .cis sxlia[,r rnaiesinit any art demirnlrti+.. One at£xao#a tts?„ i v "I`"a l .._.:.n.__� man @}1iiSi3H. c ....., .,: i:� -TVs f x is 5o x tss `' :� 9 atT €_ s.3 s$t ium,? is acts sh?u Donee ziuiter`£sk a .:_ ... a1 ixr€h duralthe anal in m axrf' c n Ter e le Sea lamew TV S4k34 16x16'= 9 9, -as 6a far detaiislowspecifitudonx FCv7'9 Tar 9x9 i a 4.04 T al 0.1 : FO-73212 fOX10 12x12 18 a.OE at 0.1 : FG-71 8 75x15 48x-t8 9 012 {' 0.8 412 s "'"gtiClig t F.d.T24 22 %22 ?A x 24 14 4.33 I, 0.4 (p3 fixxx:vie l+fa "rile • "+irnatfzne .. �# ,.: • t'm°atste Water :. •1Jzcfnfr.,l 5clluktoaax -. s@p '" ,, ., Eft ' sprats •141li'f'e Flesh; • CrarredoeT3udda 'lD i Ti#at I. as R' + .. H R4 , • L7tTAlite; F7reila (in) Depth prt} $ FFawr Cap.: Cep:. •i'lxtfruiixals # s'ank .- .....�.. Ca ..t n3_ ___ eta I eta • 14 "ut #owcc #xac • 011n f0 12 1 FG.,TRtb s 12.. is _ 9 412 a2. - 9.2 !F4 -TitT3 f5 t89.,. { 0.46 4.4 0.3 ; (y3iA &killbgY'' -5 "s2C Fla-TR20 1a: 20 0 0.10 as - 4.4 "Clul fort F{,.TR2s 22' 24 14 9.09 O :a W` 0.6 awing table supervene fl e, media and, {rare doe available in the C13.erbae Find niaT extia.dad Reara, resso thf± e . dross to fiad Pane Aso o" oxliablt: t`° iaiifeatts a rbiq po o size !a a, Ailablel 2s 14 1.3i: a* Jews red Trench03A}tt i l �Ges14'. Total i Sedlmenf "e Filtered j as _ �P xaii'n„> m,obxlx..,....._....., .�.(..�.. i;a �..: , j_ 1 I madits •, ( Wttllh ; hYiti#4r Storage Flow Cap: > FlawCap.: T" 3 rt { Depth (in) Cap. tCa#.ttj :: .toad . , a note ,ms Fern a : . -'.. $' 1 p 3. t�d 2d '1' r#'..' ( { a t i ' a ...: .. FD -TOOT 6 @�i ' O.gy a,2 0.7 41[. Pat,<etFr a #.�N ct:,a, i "C"'': .-; "?, (- °'j_'. F- I i- wry. ErG- TD1tlT' g i0 9 i AS7 a9 di.2 H3`Lfticmre•r 4ik:�tt:3k ' Tar t r0` 12 & i t--- -- tut .rr a,rtic.,ry x,,,o tit i . l FG7D1$T s i2 `y 14 6 035 6.4 4.z on, Oil R a xirrcaorxtrera sea ataaxtriasa °taaaa+a_.. in 6iYitfi s � I T -'xs V Lk'gau. I ldul#Gi :4ledia 3ubcu¢r I tativoilll Tarns -i ml bee : >lcids i7' pYSeua Crxcrllaa6 i+ celienr I'ani tent Forebear .hccs.rlie. 'fifer . Fsearleut f+�caltenx P «.r74on6� C•o-a3 a and N, RSr ;i GRATE. (6Y OTHERS) it 4J v J W CHANGE NO. DESCRIPTION aexutxcuausa DATE L AS- UILT APPROVALS 5 I CHECKED BY: Again Aeads (rat deg Fi FILTER #4 INITIALS IN TIALS INI I IALS 14 Andlad Pte 'tt Good { jasi � INT. . D DATE PL E ED UNDE VISION OF DATE: 01/30/2018 " "� .- � � R.C.E. NO.: 72599 INE E EXP.: 06/18 RECOMMENDED: APPROVED: C� i Nt #hs rarie,r at9 `Ar t >arv2G ,4Eo:iad at taS„srGa poroUt i tt iliT ai'e. made (, l *ru e i ...Tnl P G r,; a°y- ,f ttEn.5 ppttc =ttoxsr fi r.- m _ms _.-. ; - e are 5.' .. t2, 2flaa dt a _. �,s roes sad a:t s�G, mstat_sad m�i in,.. f, ,. � _ nta _Y u.- _r:,..te rsted.resrr hih uattty +mnc,n2�tad:�ata.. ,c •^ �} Cr pi£tra£�a Aa rrte _ .. ... - . :- u , >•r <:. :'n. i}se4*stlmrr,8ale txiscrs Va.13tt5 fatter atatoatb airs 2±Si, -as,5 rxtas.it.ii,_rs vi !221�EhEa�fc�!i2{:ntsGati+},'I C�E,�+C4EShli Too m -, , t &lase ro <,di. axe is rzt ciz... a l ci7 e ncat.�xen hx,uraoa.t3 an <.Llaerl�a r t 5 g `4^.. tt l +� -�,a '`t3r fli t;mdn.A,hPfS2 C, 4rafi6*l a..d RHix�ai1�, cat} Wf9 ...:_I_rY'r?!Yl53rv,:9iM :v}dEd. Ptaa5e ccatsi2t... irr a2 eP eP _ ,R2fi O Z O .irr.,a;if;€.aaahc Mute need no tpaf5t for dismantirescerzletiip sac riflf,.,e,2reezit ±ran fhafil€er Mus=,ng ra ^xisa inq: far the Mohr auatabia Rah' 4nonentior Our ad €lroborn isrzuie5m�-as. Ta3ae3i rPdai GF ng u".a5e ti PfktES`EiRRt6i:i Yt$inRak•914!'feQM °i`a46Yaiii€ A%bth EBeuir' done well Anihi's i ; PLANNING In >evalive tdggmg i.;d, tats! -eernrca2ub,he rrltu- rassvre ChdcP€pulPcev JESS OWENS CHRIST PH,. L. MA OSKU J CITY ENGINEER Z/•1 /� g - rn O tlnnu:t pisstic Goers e� 4e u7rgradsrd ffa'se[n3 -au {vatic aperati�ia by adF'sag wts of Arntad' =exrEu�ve 9+v ,%saW+y or ... REVIEWERif�N Seamed; assonant", i1'er r eZ ;e5 H 1 ,sc f3r, Sea 1 20 i v- IN fast f Ago tire' :s' arm j a:,0a. CIT NGINEER ATE INSPECTOR Filler £lerrienkS t 5#xa 654: +54 aor I 2,p 155 . 120 i so 3 5 1 au i b€ I; a8 l 2C ,C i d 4 DATE DATE Abroad supplies avanety c4 f€it @i 0$$iYlerfiTS fern ptotit 29$ers th ft{G°titv±`Adr@ large of fi&tatati . elaraffln don, d9# and gpodold"or5 :w .i i •a m #: x• a. nn i ea 3: a - :. 1 t i t { $ SG nkl &rri@sni0.;" : ; kR "G, a sx •xi.. i.. i a+x ax } o- j m: i a k 1 h C era .,crag aimmenla: al a Ctu�rniitad oP molded s?astl< t I 1; ) ",hx that S+afp Yf 3 nlai,,oss r$44t WE212 :,>NkP& 4Y Vf2aVi!"J ' ;..„ ^ <�• a: j a #. ; xt i k � & jj b is s: • i • a t (, nylon ,,treeh rot° fittraU,m d2 Yeas of to 22 rtuCron: q G I'l wlonaeett ..x ' W;* e "I' • *YP S4P,u11 `Y tjCCEGfYFPK 9P6(J¢NN6(2 SG586A - perfopdarel manilass steel stemma €6 M, Sut$ative fdi �sesetza & °6ttna $s#3'a3ndrg3 betwaeaa 3,81 2, : and drip rusdrso ? ' Fg t plot Eliodr b; .33 piKe, 5 h typ TT no aisc eidenelis es, deserts W aHo-cswm ebrobvut °, 4i `::RjRttit sid Tires°, Tieddernon, "arerx mled g .:' ;' 1 t C14 - usl nit engwem ed closer alas feet are stacked onta'a telescopic. cure The rides are greperid 9Ci5?th sides and Werie tt is f nlal � g the elkledon at rnent n =hen cxm pressed 39i tgl _ 0 LL -J T'tfi eftaalw Wraron area is e mprooeal of both per oatsids surface and *fie r°tarned darroded b ttre Rivers star:�.. U ;sea has. suepandei Grganic parreet, adhe e is the f'oa nli surfaceade iog depkt fc- sane foradon Ftvice Crashing ma disc pas in'Un nade simple tv Ind absiino, loss of the Care rehreh aiicws The o scs 4 d sapaazare tune ,the ti-sub g preaaaz while nanntodslu pa "edt seating Men the ata enl;o io the t €tker flaanng.: W - : F) : Z CHANGE NO. DESCRIPTION aexutxcuausa DATE opal tl AS- UILT APPROVALS 5 I CHECKED BY: Again Aeads (rat deg Fi FILTER #4 INITIALS IN TIALS INI I IALS 14 t } {ywtt} Good { jasi � INT. . D DATE PL E ED UNDE VISION OF DATE: 01/30/2018 " "� .- � � R.C.E. NO.: 72599 INE E EXP.: 06/18 RECOMMENDED: APPROVED: C� i i but besot f Too t'wr tiixor i ,R2fi O Z O - E IN R' ME DATE `� PLANNING �'; JESS OWENS CHRIST PH,. L. MA OSKU J CITY ENGINEER Z/•1 /� g - rn O CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- UILT APPROVALS DESIGNED BY: MLooDRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INITIALS IN TIALS INI I IALS DESCRIPTION: FOUND 2.5" DISK IN SIDEWALK LOCATION: SE QUAD. OF LEUCADIA BLVD. AND ORPHEUS AVENUE RECORD FROM: ENCINITAS ROS 18416 ELEVATION: 178.543 DATUM: NAVD88 3 INT. . D DATE PL E ED UNDE VISION OF DATE: 01/30/2018 " "� .- � � R.C.E. NO.: 72599 INE E EXP.: 06/18 RECOMMENDED: APPROVED: C� i GRADING PLAN FOR: '1044 HYGEIA AVENUE CATHY AMES APN 254 - 325 -05 -00 PLANNING CASE NO: #15 -102 V 13267 -G PUBLIC WORKS -- NA - E IN R' ME DATE `� PLANNING �'; JESS OWENS CHRIST PH,. L. MA OSKU J CITY ENGINEER Z/•1 /� g - REVIEWERif�N SHEET G OF 6 CIT NGINEER ATE INSPECTOR ./ /�• DATE DATE v