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2018-13845 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 VATH 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 SUBJECT "GEOTECHNICAL INVESTIGATION THREE PROPOSED SINGLE - FAMILY RESIDENCES" DATED 1 -24 -17 BY HETHERINGTON ENGINEERING, INC. AND "INFILTRATION TESTING PROPOSED BIORETEN11ON BASINS" DATED 6 -14 -17 BY HETERINGTON ENGINEERING, INC. 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. 6. 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 UN11L 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 13845 -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. 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 COMPAC11ON 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 OBSERVA11ONS 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. 13. 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 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. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS 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 IS REVISED TO ADDRESS THE TREE REMOVAL. OPEN SPACE NOTE NO TEMPORARY OR PERMANENT IMPROVEMENT SHALL OCCUR WITHIN THE STEEP SLOPE OPEN SPACE EASEMENT AREA EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JAIME OSUNA AT (760) 840 -1129, 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 ENCINEER 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 (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP41MP 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 GROUNDCOVE- 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 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 IMPROVEMENTS 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. 8. CALIFORNIA STATE LAW ASSEMBLY BILLAB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USE FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2.0 H : 1.0 V PARCEL 1 PARCEL 2 PARCEL 3 MAXIMUM VERTICAL DEPTH OF CUT = 7.8' 6.6' 7.9' MAXIMUM VERTICAL DEPTH OF FILL = 5.2' 3.4' 3.5' CUT = 2.430 C.Y. FILL = 1.150 C.Y. EXPORT = 1.280 C.Y. REMEDIAL = 5.177 C.Y. THESE QUANTITIES DO NOT INCLUDE ANY LOSSES DUE TO SHRINKAGE, SUBSIDENCE, OVEREXCAVATION, OR ANY SPECIAL REQUIREMENTS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT. THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. ALL CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. SHEET INDEX COASTAL LAND SOLUTIONS, INC. SHEET NO. 1: TITLE SHEET SHEET NO. 2: DETAILS LIS 577 SECOND STREET SHEET NO. 3: GRADING PLAN ENCINITA)S, CA 92024 SHEET NO. 4: EROSION CONTROL FAX (760) 230 -86026 CLS/ 1418 HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 2.5" BRASS DISC LOCATION: THE NW CORNER OF DRAINAGE BOX ON THE NORTH SIDE OF ao ENCINITAS BLVD, 4.5' NORTH OF CURB RECORD FROM: CITY OF ENCINITAS ELEVATION: 182.995' DATUM: NAVD88 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 PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED 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 CONSTRUC11ON 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. 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 - ESD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC SELL - (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 JAIME OSUNA AND ROSA L. VALDEZ OSUNA, TRUSTEES OF THE JAIME AND ROSA OSUNA FAMILY TRUST 812 SANDY COURT ENCINITAS, CA 92024 760 - 840 -1129 SITE ADDRESS PARCEL 1: 650 REQUEZA STREET PARCEL 2: 683 WESTLAKE STREET PARCEL 3: 679 WESTLAKE STREET ENCINITAS, CA 92024 APN: 258- 122 -30 LEGAL DESCRIPTION LOT 23 OF RANCHO RIQUEZA IN THE CITY OF ENCINTAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2133, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON OCTOBER 11, 1928. OWNER'S CERTIFICATE 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 OMISSION OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTAIIVES 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: DATE: « t7 k Star 0 N TRUSTEES OF THE JAIME AND ROSA OSUNA FAMILY TRUST 812 S NDY COURT ENCINITAS, CA 92024 u . �� a SIGNATURE: II (�% V � /'�` DATE. ROSA L. VALDEZ, OSUNA, TRUSTEES OF THE JAIME AND ROSA OSUNA FAMILY TRUST 812 SANDY COURT ENCINITAS, CA 92024 SOILS ENGINEER'S �� STi9% ! rAf4 I, MARK D. HETHERINGTON, A REGISTERED CIVIL ENGINEER IN STA OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS EBY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SI WAS MADE BY ME OR UNDER MY DIRECTION ON JANUARY 24, 2017. ONE COMPLETE COPY OF TH SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJ T A N INCORPO SIGNED: IZ i 30488 HETHERINGTON ENGINEERING, INC. 5365 AVENIDA ENCINAS, SUITE A CARLSBAD, CA 92008 (760) 931 -1917 JOB NO. 8114.1 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE 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 SUF, fCIENCY 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 WO ERFORMED BY THE ENGINEER. SIGNATURE: DATE: DAVID V. CARON R.G.E. NO. 70066 EXP. DATE: 09/30/20 ,G� COASTAL LAND SOLU11ON 577 SECOND STREET ENCINITAS, CA 92024 PH (760) 230 -6025 AS -BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING DIVISION •IS. t% p •sIl i DATE SIGN DATE INT. DATEI PLANS PREPARED UNDER SUPERVISION OF 1BLIC WORKS DATE: L- -/G PLANNING R.C.E. NO.: 70066 REVIEWER INSPECTOR DAVID CARON EXP.: 9 -30 -20 VICINITY MAP PARCEL 1 PARCEL 2 PARCEL 3 TOTAL IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT 0 SQFT 0 SQFT __a _SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 9,118 SQFT 6,919 SQFT 4,413 SQFT 90,450 SQFT INCREASE IN IMPERVIOUS AREA: 9,118 SQFT 8,919 SQFT AAt,3 SQFT 90,450 SQFT IMPERVIOUS AREA REPLACED: 0 SQFT 0 SQFT 0 SQFT ---Q -SQFT AS -BUILT APPROVALS ENGINEER'S NAME DATE CITY ENGINEER DATE PUBLIC WORKS PLANNING DIVISION •IS. t% p •sIl i DATE SIGN DATE INT. DATEI PLANS PREPARED UNDER SUPERVISION OF 1BLIC WORKS DATE: L- -/G PLANNING R.C.E. NO.: 70066 REVIEWER INSPECTOR DAVID CARON EXP.: 9 -30 -20 VICINITY MAP NOT TO SCALE WORK TO BE DONE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING: 1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND 2. CITY OF ENCINITAS STANDARDS. DESCRIPTION SYMBOL PROPERTY BOUNDARY EASEMENT - - - - - SETBACK - - - - - CENTERLINE - EXISTING BERM -------- - - -_ -_ EXISTING CONTOUR -- - -- - 304- -- - - - -- EXISTING WATER SERVICE - w - EXISTING WATER METER EXISTING SEWER MAIN - -- - - EXISTING SEWER MANHOLE EXISTING RETAINING WALL - - EXISTING FIRE HYDRANT Co EXISTING TREE EXISTING UTILITY POLE �zti EXISTING WATER VALVE wv EXISTING WOOD FENCEL SPOT ELEVATION BUILDING FOOTPRINT PROPOSED CONTOUR DAYLIGHT LINE PROPOSED SEWER SERVICE PROPOSED STORM DRAIN PROPOSED WATER SERVICE PROPOSED BROW DITCH PERVIOUS PAVERS 01111[31 MOTII:T w. CONCRETE PAVEMENT _-120 ___� -// -Sur /t-c-, - s s - - SD SD - - w w - Z Al I BMP PROJECT STATUS No.0070066 * EXP.09/30/20 PRIORITY - HMP STgTFOF CAUFO��R. PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON (xi cffeZ Z3. Zs1 B AS DOC. #: 'e-a ES - PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT SDWD W18 -100 11210 /p do SIGN DATE SIGN DATE I N y DATE ENGINEERING DIVISION APPROVALS REC MENDE APP D• J E 0 ENS �� EDWARD J. WIMMER S ,�JTj�ENGINEER DATE DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. \DING PLAN FOR: OSUNA RESIDENCE ENCINITAS, CA 13845 -G APN: 258 - 122 -30 NING CASE NO: SHEET 1 OF 4 a P, M PARCEL 2 PROFILE: A -A HOR.: 1"=5' VERT: 1"=2.5' 012: 01 I`C►`�liiil�IC�I7►C��1 SPECIAL INSPECTION OF THE BMP FACILITIES BY A LICENSED CIVIL ENGINEER IN THE STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. PRIOR TO OBTAINING BUILDING OCCUPANCY, AN INSPECTION REPORT SHALL BE SUBMITTED WITH THE FINAL GRADING CERTIFICATION TO THE ENGINEERING DIVISION VERIFYING THE SIZE AND DEPTH OF THE EXCAVATION, GRAVEL AND ENGINEERED SOIL DEPTH AND MATERIAL, STORM DRAIN PIPE, OVERFLOW, AND OVERALL FUNCTION OF THE FACILITIES PER THE APPROVED GRADING PLAN. THE INSPECTION REPORT SHALL INCLUDE ANY PERTINENT INFORMATION INCLUDING MATERIAL RECEIPTS, SURVEY DATA, INSPECTION DATES, ETC. IN ORDER TO DETAIL THE CONSTRUCTION OF THE DRAINAGE FACILITY. SPECIAL INSPECTION REPORT PREPARED BY DATED __ ___ _ -____ IS ON FILE WITH THE ENGINEERING DIVISION. 36 "36" CAST -IN -PLACE (WATER PROOF) BOX INLET OVERFLOW RISER 12" 1 PLANT MINIMUM 10" ON CENTER 3" WELL -AGED, SHREDDED - HARDWOOD MULCH 1:1 EXCAVATED —! 36 "X36" CAST -IN -PLACE (WATER PROOF) BOX INLET OVERFLOW RISER CLEANOUT WITH CAP WATER 3:1 MAX SLOPE ACE SLOPE MIN. 18" MEDIA - WITH MIN. 5 IN /HR FILTRATION RATE .- I- MIN. 18" GRAVEL - 6" PERFORATED EXISTING PIPE AT 1" FROM UNCOMPACTED BOTTOM OF BASIN SOILS PARCEL 1 BIOFILTRATION BASIN NTS STAINLESS BOTS /NUTS OVERFLOW RISER N.T.S. NOTE: 1. ORIFICE AND FLANGE CONNECTION TO CONCRETE SHALL BE FILLED WITH 30 DUROMETER NEOPRENE RING. 8" PERFORATED PVC PIPE DRAIN COMPACTED SUBGRADE PER GEOTECHNICAL REPORT RECOMMENDATION 4" MIN. CONCRETE PAVING 36" CAST IN PLACE BOX — FILTER COURSE ORIFICE PLATE (1 5/8" ORIFICE) SEE DETAIL FOR ORIFICE PLATE CONNECTION PIPE INLET --z i '` 24" MEDIA WITH MIN. 5 D =2.0' FLAT BASIN FLOOR IN /HR FILTRATION RATE WITH NATIVE GRASS PROFILE 3" WELL -AGED, SHREDDED HARDWOOD MULCH PARCEL 2 & 3 INFILTRATION BASIN NTS NOTE: 1. BASIN EXCAVATION TO BE CLEANED OUT AND SCARIFIED PRIOR TO CONSTRUCTION JOINT AND VOID FILLER - 1/8" TO 3/8" (NO.8) AGGREGATE IN VOIDS 6 "X16" PCC FLUSH CURB —\ LANDSCAPING 2" BEDDING COURSE 1/8" - 3/8" (NO.8) AGGREGATE a 4" CHOKER COURSE 3/8" TO 1/2" (NO.57) CRUSHED ROCK + 6" MIN. BASE COURSE 3/4" CRUSHED ROCK APPROVED PERVIOUS PAVERS WITH MIN. 3/8" VOID 6 "X16" PCC FLUSH CURB SOIL SUBGRADE PERVIOUS PAVERS DETAIL N.T.S. AQUA BRIC PAVERS BY ORCO OR EQUIVALENT NOTE: • ALL AGGREGATE MUST BE CLEAN /WASHED 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 • NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED L_ NOTE: a_ 1. EXPANSION & WEAKENED PLANE JOINTS SHALL BE LOCATED AS LISTED BELOW: EXPANSION JOINTS AT 20' INTERVALS (MAX.) AND AT JUNCTIONS WITH OTHER WALKS AND SLABS. • $ % .° a • WEAKENED PLANE JOINTS AT 4' INTERVALS (MAX). 2. USE F'C = 4,000 PSI PORTLAND CONCRETE CONCRETE PAVEMENT SECTION N.T.S. SILICONE JOINT SEALANT 0/4" THICK) { EXPANSION JOINT FILLER MATERIAL -- 1/4" RADIUS (TYP.) NEW OR EXISTING NEW PAVEMENT SECTION PAVEMENT SECTION D�r - "-1/2" FOR PAVEMENT 3/8" FOR SIDEWALKS EXPANSION JOINT N.T.S. SILICONE JOINT SEALANT (1/4" THICK) 1/4" RADIUS (TYP.) FOR PAVEMENTS ONLY (NOT SIDEWALKS) ° Ds 6 4 WEAKENED PLANE JOINT N.T.S. a No.CO70066 z COASTAL LAND SOLUTIONS, INC. EXP.09 /30/18 577 SECOND STREET rT Cl V I V ��P ENCINITAS, CA 92024 gTeo CMIWE FAX (79) 230­6025 30 -6026 MW 1418 HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: _ ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: Ap!'1, GRADING PLAN FOR: OSUNA RESIDENCE LOCATION: THE NW CORNER OF PUBLIC 'WORKS DATE: DRAINAGE BOX ON THE NORTH SIDE OF �•� -- - - ENCINITAS CA 13845 -G ENGINEER'S NAME DATE 1 _ s ENCINITAS BLVD. 4.5' NORTH OF CURB PLANNING R.C.E. NO.: 70066 JE E OWENS ko Ei)WAR_ J. WIMMER RECORD FROM: CITY OF ENCINITAS REVIEWER ,Ss� CI F GI ER APN: 258 - 122 -30 ELEVATION: 182.995' DATUM: NAVD88 CITY ENGINEER DATE DAVID CARON EXP.: 9 -30 -20 DATE � ATE o INSPECTOR I PLANNING CASE NO: 17 -032 TPM CD, AND 17 -033 CDP. 17 -034 CDP. 17 -035 CDP SHEET20F 4 BMP BASIN AREAS: PARCEL 1 - BIOALTRATION BASIN: 640 SF PARCEL 2 - INFILTRATION BASIN: 540 SF PLATE , PARCEL 3 - INFILTRATION BASIN. 290 SF f`f GASKET END CAP INFILTRATION RATES: PARCEL 1 0 IN - /HR PARCEL 2 2.9 IN /HR 1 5/8" ORIFICE PARCEL 3 - 2.9 IN /HR OPENING FOR LID & HMP OUTFLOW FLOW CONTROL STAINLESS BOTS /NUTS OVERFLOW RISER N.T.S. NOTE: 1. ORIFICE AND FLANGE CONNECTION TO CONCRETE SHALL BE FILLED WITH 30 DUROMETER NEOPRENE RING. 8" PERFORATED PVC PIPE DRAIN COMPACTED SUBGRADE PER GEOTECHNICAL REPORT RECOMMENDATION 4" MIN. CONCRETE PAVING 36" CAST IN PLACE BOX — FILTER COURSE ORIFICE PLATE (1 5/8" ORIFICE) SEE DETAIL FOR ORIFICE PLATE CONNECTION PIPE INLET --z i '` 24" MEDIA WITH MIN. 5 D =2.0' FLAT BASIN FLOOR IN /HR FILTRATION RATE WITH NATIVE GRASS PROFILE 3" WELL -AGED, SHREDDED HARDWOOD MULCH PARCEL 2 & 3 INFILTRATION BASIN NTS NOTE: 1. BASIN EXCAVATION TO BE CLEANED OUT AND SCARIFIED PRIOR TO CONSTRUCTION JOINT AND VOID FILLER - 1/8" TO 3/8" (NO.8) AGGREGATE IN VOIDS 6 "X16" PCC FLUSH CURB —\ LANDSCAPING 2" BEDDING COURSE 1/8" - 3/8" (NO.8) AGGREGATE a 4" CHOKER COURSE 3/8" TO 1/2" (NO.57) CRUSHED ROCK + 6" MIN. BASE COURSE 3/4" CRUSHED ROCK APPROVED PERVIOUS PAVERS WITH MIN. 3/8" VOID 6 "X16" PCC FLUSH CURB SOIL SUBGRADE PERVIOUS PAVERS DETAIL N.T.S. AQUA BRIC PAVERS BY ORCO OR EQUIVALENT NOTE: • ALL AGGREGATE MUST BE CLEAN /WASHED 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 • NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED L_ NOTE: a_ 1. EXPANSION & WEAKENED PLANE JOINTS SHALL BE LOCATED AS LISTED BELOW: EXPANSION JOINTS AT 20' INTERVALS (MAX.) AND AT JUNCTIONS WITH OTHER WALKS AND SLABS. • $ % .° a • WEAKENED PLANE JOINTS AT 4' INTERVALS (MAX). 2. USE F'C = 4,000 PSI PORTLAND CONCRETE CONCRETE PAVEMENT SECTION N.T.S. SILICONE JOINT SEALANT 0/4" THICK) { EXPANSION JOINT FILLER MATERIAL -- 1/4" RADIUS (TYP.) NEW OR EXISTING NEW PAVEMENT SECTION PAVEMENT SECTION D�r - "-1/2" FOR PAVEMENT 3/8" FOR SIDEWALKS EXPANSION JOINT N.T.S. SILICONE JOINT SEALANT (1/4" THICK) 1/4" RADIUS (TYP.) FOR PAVEMENTS ONLY (NOT SIDEWALKS) ° Ds 6 4 WEAKENED PLANE JOINT N.T.S. a No.CO70066 z COASTAL LAND SOLUTIONS, INC. EXP.09 /30/18 577 SECOND STREET rT Cl V I V ��P ENCINITAS, CA 92024 gTeo CMIWE FAX (79) 230­6025 30 -6026 MW 1418 HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: _ ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: Ap!'1, GRADING PLAN FOR: OSUNA RESIDENCE LOCATION: THE NW CORNER OF PUBLIC 'WORKS DATE: DRAINAGE BOX ON THE NORTH SIDE OF �•� -- - - ENCINITAS CA 13845 -G ENGINEER'S NAME DATE 1 _ s ENCINITAS BLVD. 4.5' NORTH OF CURB PLANNING R.C.E. NO.: 70066 JE E OWENS ko Ei)WAR_ J. WIMMER RECORD FROM: CITY OF ENCINITAS REVIEWER ,Ss� CI F GI ER APN: 258 - 122 -30 ELEVATION: 182.995' DATUM: NAVD88 CITY ENGINEER DATE DAVID CARON EXP.: 9 -30 -20 DATE � ATE o INSPECTOR I PLANNING CASE NO: 17 -032 TPM CD, AND 17 -033 CDP. 17 -034 CDP. 17 -035 CDP SHEET20F 4 P f _ r � I t � ., f - Y, i ,,: J. " / .,. „" 1. / It 1: r �,.•�- s � t - \,. ; r r !t t I 1 r \3$ SURVEY t ?l�F9aJ 6e _ .. i., a:, NOTES: r _ 55. 1_y a / .x / ?i r / / 206.p`6 \ _.. ...„- `, 'i ?.SO �/ `I ,� 1. % 1 f CROWN I BEARINGS AND DISTANCES SHOWN HEREON ARE DERIVED ?YY� J X97` i -- - I'I FROM AN EVIDENCE BASED BOUNDARY SURVEY PERFORMED ! �I , IN OCTOBER 2016. 1 t ,. t 1 1 1 J� (E'S ' ✓ ._..� .. t I t �� ! ! t I +� �j - ! 1 / l � \ � i ' � a ` ) 1. / 1 16 r.r- ,�>C, F�ASEIIM NT ! % B � ;; � i / „ �I i ::1 2. PLEASE NOTE THAT THIS SURVEY HAS NOT IDENTIFIED ANY 24360 - UNDERGROUND UTILITIES THAT MAY EXIST UNLESS 1 >t.J \ T I'." t B I 11 O i / / /.i;;!i_GINt3S \ �,r j j � s'�• j ' ,.k, , J 5 e� OTHERWISE SHOWN. ;: cJ .00 _OG.9G % < % / /• 1 Ili �� ' �� - % i 1 rv' 351 1 �' i / % ! / i 258- 122 -09 22 1 824 59 i `i? - 7 �s A R l / i iri „ 11 ! 3. TREES THAT ARE LESS THAN 6 IN DIAMETER HAVE NOT l3- 1 / ,� ' BEEN LOCATED UNLESS OTHERWISE SHOWN. ,.. .7i / i i t , ' �� 1 EX, FE' CE TO'�REMAIN ,1fi :�s3 + J 20' ACCESS, PRIVATE DRAINAGE/ / j /// zn ^s r II I 15 1RANSI ON ; EX_E0 POLE - -- -- -_- - 1 �l _AND, EASEMENT,�FOR 0 TIN PUCE i / ✓ 4 PRELIMINARY T �z 4.1�) ! 1 t0 ViILFTY /9 / i L l !1 II; EASEMENTS AS DEPICTED HEREON ARE PER A PRELIMINA I �1 f TO MATCH. EX. ? omrx11 OF PARCC L�2 �1 �R / i DRAINAGE EA NT r /// I ��� � 31" j ' : l �;' TITLE REPORT PREPARED BY LAWYERS TITLE COMPANY �; ! / / RELOCA 205.231E .'se / B4 ., - - - A 219 31T 226.76TG : ! ,'� t ; 111 ENCROACHMENT MAINTENANCE AND „ / , , 4B tg 4 e __ 32 1 '` DATED MARCH 11, 2016 AS FILE NO. 116073222. �g -_. F „/ a ... N 7 ?T.... EX. POUR POLE 208.96FS i ✓ "'� ! -° =�- _� i= g 214.031E 177.10 215.431E 3 230.01FL (,! t'a�gEt 1AI :! REMOVAL COVENANT RECORDED rf 201.09FL _ _ 69.1 �w_R -Y ,_ <_ . 102.01 zs4 v� h� 1 cParF �_- _ OCTOBER 23 2018 AS DOCUMENT - - ®.� NO. 2018- 0442938, OF O.R. f/ fyr x G:201.231E 611' 19 _. --/ - - -- \. ./ ,� r -. ow 4C - _ EASEMENTS: _ 11 _ _ i 209.84FG_ 17 3- l 1 � 229.79TG , , ,� / � � � 201.701E � - �• _ ., 212.41FS -�•- - 216.84TG ?2p -i-- $s s r t 7 � s I �- 15 :. J3 , "� .; • . �� �--� .- � _ s. 19 r � `��t N�J22 ..;2 33F BUILDING WAL. + ' I =1, 1. EASEMENT GRANTED TO SAN DIEGUITO i RIGATION DISTRICT 31 ]"'' .., 119X - I .?� r w LOWER LEVEL I �!' �oz t ��':: . r--- ! : '�N �� ' '- �I�s " °�''�';`T'�� � 1 t; FOR POLE LINES RECORDED 4N- OOK 112, PAGE 109, OF ( ; 213.20FG� OUTLINE .73FS, . (:. v " � 20' , 111 DEEDS. THE EXACT LOCATION A� EXTENT OF SAID -19 -4 ?rl` . n 218.20FG , �� ,} . ) ,, I +A 2sz:<) - EASEMENTS NOT DISCLOSED OF RECORD. REFERENCE IS ` , - - - �-' - HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. j 7G 32 : 1 214 OOFS - \ \ �� S '` A 219.33TG BUILDING WALL e4 q 205.94F& - 1 4 209.00TG ° ";" �ti Z .:', 6:; ri SDWD 5'X5' EASEMENT I _," / , ! 2. EASEMENT GRANTED TO SAN DIEGUITO IRRIGATION DISTRICT 3S _ _ 21 219.00FS I 27 /.UUIE �s � ,.. s4 =' / r n -T 'n: y PER PM � , z _ �_ ! 206.001E � � / � _' � � � � b; ;.. ,. ,, `, •,� \ ': 231.fi4F1 � , ; [ H­- 2,43 30� � �:" i L ;� .� V " �` � ' I � RECORDED IN BOOK 1095, PAGE 451 OF DEEDS. THE EXACT ! •f /' � s.,z l:: 18 ( {: y.e<: / v a • A { ! LOCATION AND EXTENT OF SAID EASEMENT IS NOT fr $' �` �' '•'' LOWER FF= 223.50 r' 231.05T 1 i:ll DISCLOSED OF RECORD. REFERENCE IS HEREBY MADE TO 212.50FG:. ,FF =219.00 :, 218.87FS 6 4+ .a 4 sPA(,1 / 229.00IEi SAID DOCUMENT FOR FULL PARTICULARS. .. PARS t (, r , a 1 . .� . 2 FF= 214.00 PAD= 218.20_��_ 2 ` 10,^ ,233.00FG °22i .001E 10' DEEPEN / 218.91 TG! „�; '` 223.5OF$- - I I �3 EASEMENT FOR PUBLIC UTILITIES GRANTED TO SAN DIEGO I /� 208.00FS ' i SY$B 5 v �' ! t ^� �y ! FOOTING PAD= / �'_`: � s�q i 217.801E o. 221.70TG' '22g•0$TW� /! % � � ' SYSB TM : p GAS AND ELECTRIC COMPANY PER DEED RECORDED tiX' 5 � 208.00FC 6 ', NOVEMBER 16, 1948 AS FILE NO: 113521 OF OFFICIAL � ;� oo l -ti 218.20FG, { 216.051E 219.001E , 32 ' 223p50FS 0` / I '! ' ^ - ' W S " oii"`f°� _ --- ` ,_ - r� �ca I;, I;,I +. RECORDS. DOCUMENT DOES NOT SPECIFY EASEMENT WIDTH. i / ti yes,° 206.49FG' . 206.00TG �:., D 1 I r: �.f�•s ;., 'I 214.001E �, '� _ 222.79TG ,� , . '_ 2D. ' _ l 4 .. �:..r 2 E r o - )4,i;F jC}P 6 8,4 �. ''t`� 1e =1n: l -. 220.001E ;•`'�``�� & 717 220.501E �°I �o`' II ,;, 4 EASEMENT GRANTED TO THE COUNTY OF SAN DIEGO FOR T'ON / 7 l a : ' .� PUBLIC HIGHWAY RECORDED FEBRUARY 3 1972 AS DOC. _ ,� , .. � 205.00FG :, -- - 207.92TG, l �� � !� �._ r i r , ,243. ^'. - � � � 236.31 P . C B � GU1TE ,: 'c..s: +,? ' � ��:.• - � /' 6 206.801E '' I v � � �� � 1 , °�• '� � :. f • ..�� /� � ' -'r ' ' � p 2 .41T1°d 229.43- - _ FL �- N0. 27838, OF OFFICIAL RECORDS. EX. RECLAIM WATER PER / .' / 1 ( `,� 3' RE' ..INGIAk4:In. e 8 - rG' Iu P SDRSD G 13 c ,/ a Nav: i o 2C 223.10FS' ( =' -tee- ..;. 1�..- t - sss -�71 �' FOR F}? © 7 8 �w ,, f „s.t231.42FL 5 EASEMENT FOR PUBLIC STREET RIGHT -OF -WAY RECORDED SAN ELIJO WATER ✓ ' , z., .:,: f / A'J N • 1 i ,/ i 225.32TG T 1 ?; O r1; f 207.91TW a ( 215.00TG' PAPC rL 1 - - JUNE 6, 2017 AS DOC. NO. 2017-253492, OF OFFICIAL RECLAMATION FAC�ITIES_ :: ' i o _ H =0.0' _ BASIN FOOL 7d: 21 '' "„ z4s.aG DWG. N0. P�Fi4 o °/ I '. °� �/ - - 207.91FS 8 7 �` • < -: j . -- -- t ! 211.001E <ti .hr ,' . = Gs 220 OOIE •' 233.19FG 234.19TW H =10',! 1 , RECORDS. �ti - - - 208.001E 233.23FG _ i% rid �Xi '` - �� _ - :..�/.� "y - �, O AIC = f..f: �,v: t� .- PARCEL 3 EA 64G F Bt / . ;'. _ -� %% '. ..:.; . _ 213.50FG� _ z ...3s 3 �' / °L i r cl N, yr 2caoc - .__..._... ' 11 / ' ::' Q _ /� 14 O . .__ I . '< - / o i 7 8 �2�� B I c� t 11 207.23FL <v -- L, _ FF- 208.00 �^ I H,D(1' -- z %: 231` 00 I ` 1 v i t.l,' PR: SI ALK PER . r p s_ - e.3e _ -r. i 20 s..: *; 214.00TW 1� -_ 19 PAD- 20%.20 i !l �214.00FS 14! '232 cv c, I � RSD G -7 }j 8 7 Il - �B - 4A' s3 D NOTES: 00FG - 205.001E - GH 2 f t9 - - i z, I , = �- 217 OOTW ' 215.50FG : 1 i .237.70FL V 213.43TG Y X J i , I P OTW - �"- 207.96TG 12 - e 214.00FS I__ 6 -', 2 ,' % FF�23350_ i 9 1. ALL PROPOSED UTILITIES WITHIN THE PROJECT SHALL BE H -0,0 O ,- R, 2B 211.901E � 4 S!'.:..•,�5 i \ � � `; ;! za27� , 208.00FS = 12'207.96TG ;, „i: 211.00TW" _ -- -! _ ,:_.;,__ h. _ k o X 14 231.77FL I INSTALLED UNDERGROUND. i 205.861E H 3.0 J 222.OtEX i t` y> 206.391E. 208.63FS/ 20 .. /,r" 232.70 1 211.00TW - - - `" -- - 14 - �: ` . 0 a A0 ao.� -�.6,k .I = 242.. 2. ALL STREET SIGNS, LIGHTS, LAPS, UTILITIES, ETC. LOCATED 207.341E 4 I . _ _ 19 L _ 226.28FS IV, t,, � • - - -- -- '.. '` 236.90TW WITHIN THE PUBLIC RIGHT -OF -WAY SHALL BE PROTECTED IN 208.15FG 211.00TW H=3.0 - 208.09FS 212.09FG...'.' 2:1 -.; _ _ / ' 233.50EG 233 31FG'' l ze 14 0 0 219.00TW _ _ 219.00TW _ _ h 226.60TYd 233.50FS' „1;a _ , / =_ PLACE DURING CONSTRUCTION OR REPLACED TO THE i11 9 . 208 .00F .:. 22 - a ti� H0.0 : I .: za i H., _ 40 - f G214.00FS SATISFACTION OF THE CITY ENGINEER. 214,'OFS- _ - LIMITS OF GR -(225 OEX) 226.60FS _ SURVEY MONUMENT TO BE PROTECT IN PLACE. IF ANY 214.00TG - - 210.771E M =5.0 w - „ 14 LItdITS OF , rt INC � , - - _ - HALL BE - 218.39TW ' GRAD = v 14�� r LIMITS OF GRA-61NG G '233.S9Fa 20 °. a. __p•.: REOPLACEDTBY AI SLICENSEDOLANDSSURVEYOR. S BWK TE ", LACE �- .224•.73TG \ I ). � �4 z_ -- 230.38FS h .�- 232.70FS i 34237 C 212.87 , , -_ ,� • a � �j�B. r =,n 214.00FG - ; - _ - �. - ._ �, ..,,.>,. 23p - -°-�6f ', 4 , > :..r.,,. 5 zazzs a; 4. COMBINED RETAINING WALLS WITH RAILING, FENCING ETC. Bc Ck c. _ k 22.00E 233.51TW 2 , r " 21 .53 215.78TW H 4'4� / _� == .:' 226.72EX 6 k 2 4 `^ / L SHALL COMPLY WITH ALL FENCE AND WALL HEIGHT z,z.;0 .; s w� ..;: - \, ,,. ( `239.03FL T 1T02.TO BE MER TH e ,,,- ` w z_ =0.1' �kI =1.8' f i - 1 - _ <y ( } 226.60F5 33. 3FG \ <4zsr LIMITATIONS OF THE ENCINITAS MUNICIPAL CODE. _ _ - _ -_ cs 212.46FG f 214.00FG- i ✓ / (5 r- ;387.7t 237.20FS �} .1E X <CN z TLAKE IMPROVNIE \ - �1a;. ' t I( PER ^� 223.52EX 1 8,64 EX SIDEWAt L_ F.VIt r f / � _._ - -�%'� � r' � Tu . ' T- -' -- --- � (232.72EX W � ,._ � > EX. fjECLAIkiWAT�R PEfi SAN ,. - 188'56 49 231.68FS 17%.12:_ } - r .. t r a s \ - 108 64` 102.00. r 239.43TW _ l g,3.7ti �� _ - - - -�- - _ - - / _ -uJO wA�EREG�AMAO�i ;- - - ! H =u.6 MONUMENT NOTES: -- 1 FA W11ES DWG. N0. P -H4 -- - -. - - -'- ".tfl. mss,; a .:•-4 :: - - -'} . _.____ -- - '-d='= _ _= �a- _ -_.__ _ _.:.,._..i.0..,.._..._. .__.. °7„ -, _ ._.__. -_- _ -- =�_ __ t -. -- Y. -'- _ _ _ - " "iY . --� ^.."-w- ?. t-r_ : - _ = aF'.._.. _ tk ---•.. _ . _ YY e -a . L .. 2i 3.72 _.. .- .h,� _� a -. -- 4 ... .: s i" L ':)'4 . FC: . :1 �.. r 1 < < . ti a ult+'; O INDICATES SET 3/4" X 18" IRON PIPE AND DISC !..� ! . a {fr' . » .., l°pxi ,. °- G? y! .'aa da / ep r >.` a(....� \• _ _.. ,_.. _ _- '___- . -_-'`} w' �: - PER 51�,110I_, ! - _, --- �. - -_.. _�- -. -A.. - -- - -- -- ' -- -- - -___� -� --�- , � -_ �°�- � � 231.05FS MARKED LS 7959 . E..::% i 8 WATER FER 10433 -I r r O 0� 231.3FS i ❑ INDICATES SET 2 X 24" IRON PIPE AND DISC ;fir -- - -- W _- w -� w v� - W 7 - W _ ,EXLSIING 1 ATER METE _ .- -- _ w 4 -.. �. " _ __ ___ __ w -- -. _ _____ w -- 34 _ ___ _ _..__.__ _ w - ; - (240.00EX} , 3s N ,2 Y T i TO BE.ABANDONED/AT MAIN __ __ ___ -__ _ " a S SEX S6 LCP S� PERSD�31 S _ g_' f _ s - s __ `_.__ /s _ 33 _ __ g r` t _ gym. ri _ MARKED LS 7959'. 5 S - 5 _.. ,.. s 3 c rd S S S / _ _ - - T WITH BRASS DISC S akC 4i r <2, 0 1 <'t4.•: ,\ 2 ?S.F..i t ( -2'�1 PY - ±k4+".v _.�T \ t j -.. ^'0 _U _ rl:_ I- ! 6� -I --t- -- } ` } -T - 1 - - / FIRE HYDRANT_ -_�_ - _ p INDICATES SET M 10 WELL MONUMENT W w - - - -- -- yr ___ w _.-: - - -- w ; - - - - -- w W w, W w -fit w _. __,w ___ y ___- -�-� -, __ W __ w W' jW - - - --- v ___._ W __.._ __ -_ ___- a'; . -- - --- r , - ._Tfl BE{'R�tr;4,� w _i av -_ -.';w PUNCHED AND STAMPED "LS 7959". a'F3 -''WTR r" 7 +00 6+00 r Fb _ -;,- 5 ®0 ) I "1,, 1 +00 31 1 3 +00 IN PLACE \ INDICATES FOUND 2" IRON PIPE AND DISC MARKED "LS 3790 S 214,64 ...y y- - 2.32''., _ ..._.� _.: . !! 1 ..,. -. - FL .75.21. '` 717 45 3�.2i 'Z `- r ., __ _... ____ -.__ r __..____'_'' __:._...: -." '_ -_- ___._.... -�,. 1- _._._._ x.i0.5fi -_ l ___._ ;) .222 �?..'. _ ._..._v.. _ a 2_ "'.i_._ ..,..,_ }`,t ._.�"- __-- -. _ ,..�+._..._.:, tjj _. -%--- b .t':aS i'$ ... _ _. a r, .i _ _ -_. _ _.. -__ -_ ,_ _ _ _._ ...e t .'a '�\ ___ 681.74.... W W w M r w Q W W ' _W. -_- V -: __ - �__ __.. _ i T _-- _ -- _ _,__ _ , ,:- v -- r,,, - v ec Bc vv, - ec v 16" WATER PE 10433 -I� „`• 24 WATER PER 1043 4n _ -,_ �_ = T - -- - _ y w r.,, a, _.. _ - � T" 1 M14r PER -BC _.. %- _ .. -� �, %GG 2i ..,.::itn e,+ 225 69 2'7.CR <27.�f:'i 23U, �'/ 26,.781 131.11'1 >3.i.GC_ 2.. . ^.3 %.. I.. :f -1 24`v.J% L'•l :. ,l „ . . _ =_ µ.,, z <c. s z<,.GS R: _ -. -_ - --- -- - _- _ -, --. - -- h- - -._.. _. -- - -- - ----------- - -___, - . __.-- - --- -_ . -_ -- ____..- - -._ - -- INDICATES FOUND 2" IRON PIPED WITH (DISC MARKED LS 7226 1, ».F?.. � J^'�" ?t& t ?i %.5< _ -. ___- ;g WK -' r ?WY, :y "f�: -T .. .- -_.. -- ...� -, - _ ____- - -..._ .___ _- .__- _ ■ -. _ -. -_ _T.. °.`A'k BW'.0 -'.- _ P i1)k u':..K .'.N.� H4N.Z- StF{ - 3wK -- 222.37 224.3 1,7.6-7 228.03 z3u.74 x _: � PM NO. 20897 *. 3. ,/�W ,_ _ ...�.. __ ..... ___C_ _____ g 6 221.31 - s.bg zs., 7:73 2ac3o ,4n -6: - PER " _- __ `- _ BWK -_t 217 ?� ( _215jl Zt� 25 - � /f - r _ _-- - 216.36 z . ,z s EX. 10' DEDICA110N RECORDED _.. - -• CONSTRUCTION NOTES UTILITY NOTES R W �ON JUNE 62017-0253492 AS O.R. R W 1 K-A CONSTRUCT O BROW DITCH PER SDRSD D -75 TYPE B 14 CONSTRUCT BROW DITCH PER SDRSD D -75 TYPE A, 12" WIDE 30 CONSTRUCT 4" SEWER LATERAL 20 40' •O•W 20 o PER SDRSD' SS-01 e , .PROJECT SITE ® CONSTRUCT RETAINING WALL PER SDRSD C -1 15 CONSTRUCT STORM DRAIN CLEAN OUT PER SDRSD D -09 31 CONSTRUCT 1" WATER LATERAL AND i" I� 2B CONSTRUCT RETAINING WALL PER SDRSD C -2 16 CONSTRUCT PERVIOUS PAVERS, SEE DETAIL SHEET 2 METER PER WS -01, WC -17 F-- -12.5' 7.5' I 13' T I © CONSTRUCT RETAINING WALL PER SDRSD C -5 17 CONSTRUCT CONCRETE DRIVEWAY, SEE SECTION DETAIL SHEET 2 32 CONSTRUCT SEWER CLEANOUT 1 PER SDRSD SC -01 2% + 2% + O3 CONSTRUCT BIOFIL7RATION BASIN. SEE DETAIL 18 CONSTRUCT DRIVE APPROACH PER SDRSD G -14A -CURB 33 EX. CURB, GUTTER AND SIDEWALK 70 BE DEMOLISHED r I O4 CONSTRUCT 6" HDPE SD GUTTER AND SIDEWALK SHALL BE REMOVED TO NEXT JOINT TO NEAREST JOINT. NO TUNNELING SHALL BE PERMITTED EX. AC SIDEWALK EXE CURBC& SIDEWALK 19 REMOVE EX. TREE EX. AC CURB CONSTRUCT 8" HDPE SD GUTTER •M O ©0 CONSTRUCT 4 " PERFORATED WALL DRAINS 34 PROTECT EXISTING POWER POLE AND GUY WIRE IN- -PLACE 48 ESS/ 4C CONSTRUCT 10" HOPE SD 21 CONSTRUCT 36 "X36" CAST -IN -PLACE BOX PER DETAIL SHEET 2 REQUEZA STREET TYPICAL SECTION QROF 4D CONSTRUCT 12" HDPE SD c o- __`% CONSTRUCT TRENCH GRATE 12" WIDE Z3 o Z A ` Na.0070066 2 © CONSTRUCT 12 "X12" BROOKS BOX INLET OR EQUIVALENT • EXP.09 /30/20 J� p 1 v 1 \_ CONSTRUCT HEADWALL PER SDRSD D -30 glFOF CA0 O� ® CONSTRUCT COBBLE STONE RIP RAP O9 CONSTRUCT CATCH BASIN PER SDRSD D -07 TYPE F LsCOASTAL LAND SOLUTIONS, INC. 10 CONSTRUCT BERM PER SDRSD G -5 577 SECOND STREET 11 CONSTRUCT CURB OUTLET PER SDRSD D -25 A 92024 PH (760) 230 -6025 FAX (760) 230 -6026 12 CONSTRUCT YARD INLET CLS# 1418 13 CONSTRUCT INFILTRATION BASIN. SEE DETAIL PRIVATE SEWER LATERAL TABLE LOT # STREET NAME STA. # I.E. AT MAIN LENGTH OF LATERAL DROP TO MAIN (RISE) (FT) LATERAL ELEV. AT PL (IE) I.E. ®HOUSE LATERAL SLOPE (%) GROUND ELEV, AT PI_ DEPTH BELOW PL (PL TO IE) PAD ELEV. (FT) UPSTREAM MH RIM ELEV. BACKWATER VALVE REQ'D REMARKS PARCEL 1 WESTLAKE ST. 12 +03.43 190.69 403 1.2 193.63 224 5 202.31 8.68 232.7 214.49 NO PARCEL 2 WESTLAKE ST. 11 +98.42 190.72 175 1.2 193.69 210 5 202.37 8.68 213.2 I 214.49 YES PARCEL 3 WESTLAKE ST. [--TiT75.07 190.86- 112 1.2 193.95 204 5 203.17 9.22 - 207.2 214.49 YES N.T.S. GRAPHIC SCALE 1 " =20' 0 20 40 60 HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUILT APPROVALS DES!cN _ BY: DRAWN BY: CHECK C BY: -- ENGINEERING DIVISION APPI_�OV LS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. ' D: APP INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: _ GRADING PLAN FOR: DESCRIPTION: 2.5' BRASS DISC ' OSUNA RESIDENCE LOCATION: THE NW CORNER OF PUBLIC WORKS DATE: -Z -/S DRAINAGE BOX ON THE NORTH SIDE OF ENGINEER'S NAME DATE �J� __ - ENCINITAS, CA 13845'G PLANNING JE E OWE PS, C01 FDWA;,' J. WIMMER ENCINITAS BLVD 4.5 NORTH OF CURB R.C.E. NO.: 70066 y� INTERIM �' T E INFER APN: 258- 122 -30 RECORD FROM: CITY OF ENCINITAS REVIEWER { - (________ ELEVATION: 182.995' DATUM: NAVD88 CITY ENGINEER DATE NSPECTOR DAVID CARON EXP.: 9 -30 =20 DATE DATE_ PLANNING CASE NO: 17 -032 TPM CDP AND 17 -033 CDP. 17 -034 CDP. 17 -035 CDP SHEET30F 4 M _ :.. I 1 � ' 7 1G \' 243. c oY 1 206. $ fi Q30.43 199.17 CROWN 199_45 4 if I(Ii J, / 1��/ S Ej� / /'i / J }/ r I1 ' / /'\ B& I II 11} _ / / / i1 l ! I- i I f tr IH .343.9 �-`y ,� 3 _ `�- /' EHfSTING % ., 2A7 ` i li , 11 -. ,,,'.'' , , ( t !, 1 I , ! I ( �I -- / -( /} } T E t V ! I / /iiiLDINGS f .: +; l E r`,JI \ X{ 1 1- i r� / 1 j, 1 II {�I I >`.Ep43.' / /-- / it i _%...,'g \ % ! I! �(I 5 .00 / o0.9r, I / II a4.i 1 2 ?3.s / / / es ,1 // P A R r "C L 2 258- 122 -09 // �, // j l i i l III i / ( 231.(14 ! INK r, z / z �/ t Ft / / / / / / j'/ aos I / 1 Ii i I; I lil ?3 TRZE 8:. If_ ,��j 214, 4" S j 1 1 t j / i C33 �{j 4' w600 E i / �1 1 ! t i / / / IGg3�6 11 ' / t ' t I �F- 1 .P _1'A 35 / _gc TS \ I j i / �� t \ j ! ! I it 1 1 J 1 2 / 21 q.35 _- - r j 19.33 2 I i f5 CON JIT ' ` ,` ! Tx sh O f 1 Ts �-�,�-' N8- 85$18°Wf i9.5� '� j I I -\ z0o?�z T& ,R 1 69.1 a d L ._ 102.OF) -2 .64 - - 4.: Waoo FEN-, 1 1177.10' t 1 1 q'1, GUY R� i � ,/ \, � Ab 20313. /(3.12 Ir �{' fi 1 W S % •• ' 20 f / _ / PAR &EL 2 Gi v / ' i L / f 1 213.23 /` .. ; PAD / 2,.1.42 c PAD= 213.20 2 - U G,34 SV4 CR / 6.6/3 , -- � _- ' , -- - - (/ •' /d I j 1 / ,,''; ! f.. DIVE 209.06 • \ / /. � PARCEL 3 B _ 2 208.00 _.. cyst / .. L- / R. �O - i '..: ". 2 15 5 207 47 - \ PAD= 207.20 - - - j 210.10i r 1 Nov l r , f �� -` 4 �: •.. ,�� .�..lo. l- .� 220 TaE� . < °2 x 212.67 1 ( � ry G ' • nn` 1�. 69�- � -� - / / � / i � - -- � --'�' �`�" -__.� 212.70 X «.; -_ : t k2 33 IR. .. .. �O iii° W 7..K87 r to I te A. 3c 'P�.j - -- o _ 102.00': ' N88'56'"W 387.76' / / ! 213.74 �1 �• -O y 1 sfl qD- r r _ rL oa � %213.72 . .� e J ax q. 4�r - a am " L `` ? n '. - �v Wv I/ 2 W t2, 1 2 1.4'2' W W --->` W }j' / w rte°-- w w w 1 w / w � W w w /1 W /`'°' --- w �= w ssMH / S uor_ 5 ____._ S t. S -- S / - /. ES T .IYO..TE. �. ;R°bW Y 5 S S/ - - S S ----- S! S' t�. 2- S- 5 - S Sf - S .S-/- 2c..10 zz5. \ w --'- w'-- -�nr -- '-- -°--°- w W ----y- w -r--- w -'-al w- ---- -- W w - `N W -- ---- -- W W W ��u� M' w w W� W w 14.53 �\�q \ "\ '-"�'� cS' I 21464 i/�2t4.84 t F FE \ { L_9I I ` ._F125.22 ______•'��i�'4S� F38.27 �I° -r W W -- W aac5s zzzz4. fi - -- -°-----'- w w w W W W w _ \'t? 5.49 ; z19. - -- _ = - _- - -- _- - _ .. -. __ -_ -� -�C - C _ x22 Bf� � VA -�-BC _ . Y{!/ _.. g ._ l\ �T- - BC, 22271 2'24.34 225.69 �2 ?.7.08 227:95 230.67 230. 1 ' 21 \ ._-s- _ 4.68 \ /`- 2 5' -- 221 Ac 214.8` „� 7 2; 81 _- �'.___.: ._....___. -. __ �- -__. -_ -. ..._- T_.__.- __ - .._.- ..aM4R.___� -- -. -. -- ---�WK bViK 314K 225, - C3k4: �.-- _.________.� 3hi:__.._ y--g 22 ?.87 21 -4.43 ?25 67 21- -9.03 230.74 25.34 / rT �� � 219 �5 221.37 \ G 'v sou -� 5 219. 2)729 _- J V i 215 .-� ?.19.38 213 72 EP � _ \ t$' 214 , r, I ( + BMP LEGEND (DURING CONSTRUCTION) GENERAL SITE MANAGEMENT DESCRIPTION SYMBOL DESCRIPTION SYMBOL 1O STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC -1 0 �O MATERIAL DELIVERY & STORAGE: WM -1 SPILL PREVENTION AND CONTROL: WM -4 O2 SILT FENCE PER CASQA SC -1 SOLID WASTE MANAGEMENT: WM -5 O3 GRAVEL BAG BARRIER PER CASQA SC -6 <=X=K=X=X=X=CD HAZARDOUS WASTE MANAGEMENT: WM -6 CONCRETE WASTE MANAGEMENT: WM-8 ® INLET PROTECTION PER CASQA SC -10 SANITARY WASTE MANAGEMENT: F Wm-9 DESILTING BASIN NOTES: I t 1 I' j I I I I III S 3 2 3 76 l i j ��1 � \ ''• 2 ?59r -- �� i � \ ` I'r j I i I i I i E3c � U ! I I 2Ft .64 , SI I -+ 243.1.' Ii P4 3t P 9 ' y R1 � t .x i / / �. -V A A•. � -GuV A i i i ( 1 i I 1 l r - q PAD= 222.70 / �` -��, [6 I; 3.20 4 `" • /j /- I' IN 7 e- ( i ! I , PARCEL 1 34 `6 N I II' ' I ��t 04 3 ; \l `li N , IIL F 242.79 � PAD =232 70! 55.G/ y 6 T �Va47V� }- _� T Y / - 11 I 24313 -IF-! 243 ..� '' �. { �x 1 a•, t ^. `� ' ,.i 24226 242.96 Jill 'RON i \ \ 1. FRCE '- - 17712'.._ �\ \ t / ° I\ - 7 77vi K P - -b " " *Y y -- _- _ 4 .. ==j. FAR . p: �1 �q a'. � w w ___-__y_ w ______/ w _ ±� ____...._.. W -7 � w W ___.,L_._ w �_ w w - � S S - ,� - S -`: -- S S / S -- -- 'S 3/ S / S / CROWN CROWN 2230 2"3 52 9 , _ � /w Nt W W ----- w. _._..... w 1 _._._......_.. w _�: -w W - ..w- °///\\\ FL w ' _" 932A „ � ^ _ ° w .: -Ys"` aw '!; w °:-- NI -_-r- . -_ - ? - -- - -- - --- w -- ll 232.84 25b 95 v6 2 ..._- �5 ° 2 a 3 (.7. 240.52. ©Wi< -�- BY1K Sri -- ? i.A n! 234.09 23. 7. � ,17 7'1 24. ^. .fin DESILTING BASINS CONSTRUCTED OF COMPACTED EARTH SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90 PERCENT OF MAXIMUM DENSITY. A SOIL ENGINEERING REPORT INCLUDING THE TYPE OF FIELD TESTING PERFORMED, LOCATION, AND RESULTS OF TESTING SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL UPON COMPLETING THE DESILTING BASIN. EROSION CONTROL BAG WEIR SPACED AS NEEDED EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT - STEEL OR WOOD POST ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST - FLOW 12" MIN. (300mm) pifiiiiO�pii�piA�iio�iiii0�i01� IIIIjO1jII1j1jII111j111111111O�IIlIIIIIIIII 1 JOIN j1111j1llllllll jj111�jIIIlI11�1110j01��� II IIIIIIIIIII w I c . MAXIMUM SPACING WITH PPORT FENCE WITHOUT "1' OR WOOD POST PONDING HEIGHT FLOW 3/4" (20mm IN. DRAIN ROCK 1 9" MAX. S ) 0mm) STORAGE HT. 8" (20 12" MIN. (300mm) i LnPL ex6' (100 X 150mm) TRENCH WITH .��� \� /•' COMPACTED BACKFILL TRENCH DETAIL INSTALLATION NO SCALE WITHOUT TRENCHING NO SCALE NOTES: SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE PER CASQA SC -1 NOT TO SCALE DITCH TO CARRY RUNOFF TO A SEDIMENT TRAPPING DEVICE NOTE: MANY DESIGNS CAN BE FIELD FABRICATED, OR FABRICATED UNITS MAY i BE USED. WATER SUPPLY & HOSE CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" CORRUGATED STEEL PANELS 1_ _ _ _ _ _ _ _ _ /ORIGINAL GRADE PER CASQA \FILTER FABRIC SECTION A -A NO SCALE CONSTRUCTION ENTRANCE PER CASQA TC -1 Q5 OUTLET PROTECTION PER CASQA EC -10 SPILLWAY �J © FIBER ROLL PER CASQA SE -5 F12 I I I I I I FLOW DIRECTION < ^/° BO1,OM ROW OF BAGS TO BE SET 4" MIN. INTO FINISH GRADE GRAVEL FILLED BAGS DETAIL GRAVEL BAG QROFESS /qy STACKED TIGHTLY PLACEMENT NO SCALE PLAN VIEW COASTAL LAND SOLUTIONS, INC. c3 z No.0070066 A GRAPHIC SCALE 1 " =20' NO SCALE 577 SECOND STREET ENCINITAS, EXP.09 /30/20 230- 025 sr clvl, _ .P gTFOFCAvY GRAVEL SANDBAGS PER CASQA SC_6 FAX (76) 230 -6026 0 20 40 60 CIM 1418 HINGE N0. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: - 1 DRAWN BY: 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC MMENDED: APP GRADING PLAN FOR: LOCATION: THE NW CORNER OF PUBLIC WORKS DATE: ��-Zfi� /$ OSUNA RESIDENCE DRAINAGE BOX ON THE NORTH SIDE OF ENGINEER'S NAME DATE PLANNING JES OW NS Gp1 EDW J. WIMMER ENCINITAS, CA 13345 -G ENCINITAS BLVD, 4.5' NORTH OF CURB R.C.E. NO.: 70066 APN: 258 122 RECORD FROM: CITY OF ENCINITAS REVIEWER t IDL7ERfi (IT�',(IGINEER - -30 ELEVATION: 182.995' DATUM: NAVD88 CITY ENGINEER DATE INSPECTOR __ _ _ DAVID CARON EXP.: 9 -30 -20 DATE r f DATE PLANNING CASE NO: 17 -032 TPM /CDP AND 17 -033 _CDP,. 17 -034 CDP, 17 -035 CDP SHEET 40F 4