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2016-13160 G (Plans) (2)r- T OF WAY N 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 SUBJECT " GEOTECHNICAL INVESTIGATION FOR PROPOSED SINGLE FAMILY RESIDENCE" DATED 02 -21 -2014, "REVISED GRADING AND FOUNDATION RECOMMENDATION" DATED 4 -21 -2016, "RESPONSE TO REVIEW OF GEOTECHNICAL LETTER" DATED 7 -25 -2016, "RESPONSE TO FOURTH REVIEW CYCLE COMMENTS" DATED 8 -31 -2016, AND 'REVISED GARAGE GRADING AND FOUNDATION RECOMMENDATIONS" DATED 1 -26 -2017 PREPARED BY HETHERINGTON 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 St : LL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTRO ED 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 13160 -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 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. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POS111VE 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 C ^NDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBt'KMENT 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. 1" 1 NO TEMPORARY OR PERMANENT IMPROVEMENT SHALL OCCUR WITHIN THE STEEP SLPOE OPEN SPACE EASEMENT AREA COASTAL LAND SOLUTIONS, INC. ts 577 SECOND STREET PH 0) 230 -6025 FAX (M) 230 -6026 1 l IlKimW107 o 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KFITH KFI I Y AT (760) 815 -2929, 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 CONT. ?L SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE 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 r.� 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 EX"rti -.E. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATEK 'ZERVICES. 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 MAXIMUM VERTICAL DEPTH OF CUT = 1.6 MAXIMUM VERTICAL DEPTH OF FILL = 1.8 CUT = 22.0 C.Y. FILL = 80 C.Y. EXPORT = -JAQ_ C.Y. REMEDIAL = 875 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. b■ Il SHEET NO. 1: TITLE SHEET SHEET NO. 2: NOTES SHEET NO. 3: PROFILES SHEET NO. 4: GRADING PLAN SHEET NO. 5: GRADING PLAN SHEET NO. 6: EROSION CONTROL ±V- ITi T,11319 :9' # ��1 01I> %I!I, `iL��l ►� I:jIPt �Z�i�I�I ►�I:T1I$1i�1►)LI�II /)lll ` 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 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 j1e; j1 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: 1.526 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 5 gnR SQFT INCREASE IN IMPERVIOUS AREA: SQFT IMPERVIOUS AREA REPLACED: 1.526 SQFT KEITH KELLY 1813 LAUREL ROAD OCEANSIDE, CA 910SN (760) 815 -2929 +t1 .l1; ti 1748 CAUDOR STREET ENCINITAS, CA 92024 APN: 216 - 100 -28 LEGAL DESCRIP11ON THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 34, TOWNSHIP 12 SOUTH, RANGE 4 WEST, S.B.M., IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER AS DESCRIBED IN DEED TO KELLY RECORDED ON APRIL 8, 1994 AS DOC. NO. 1994 - 0236210 OF OFFICIAL RECORDS. 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 REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PER APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: DATE: I KELLY, OWNER KEITH KELLY 1813 LAUREL ROAD OCEANSIDE, CA 92084 SOILS ENGINEER'S CERTIFICATE 1, MARK D. HETHERINGTON, 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 FEBRUARY 21, 2014. 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 PROJ EEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: SIGNED: ei %s*:- nli� MARK D. HETHERINGTON'- R.C.E. 30488 EXP. DATE: 3/31/2018 E 3PP 7 No.397 5 HETHERINGTON ENGINEERING, INC 5365 AVENIDA ENCINAS, SUITE A Ev•Dak CARLSBAD, CA 92008 760 - 931 - 1917_ PROJECT N0. 7285,1 OF CAUL �ftL�1! 1�► 111<�1��►l�l►l�l?I:��l;�'i[�1►T 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 BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: DAVID V. CARON R.C.E. NO. 70066 EXP. DATE: 09/30/18 0 COASTAL LAND SOLUTION o 577 SECOND STREET �i ��° z�R ENCINITAS, CA 92024 No.0070066 �t PH (760) 230 -6025 * ��P.o9 /30% r1 DIV1� �Q FOFCA>.�FO PUBLIC WORKS I PLANNING AND BUILDING t) - I,-) w A (6l 1,810 DATE SIGN DATE VICINITY MAP NOT TO SCALE 1 1►► 1 11r,q 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 - -- -J04 -- -- ---- -- -- - - -- EXISTING WATER SERVICE EXISTING SEWER MAIN EXISTING SEWER MANHOLE RETAINING WALL SPOT ELEVATION BUILDING FOOTPRINT PROPOSED CONTOUR CUT / FILL SLOPE DAYLIGHT LINE BIORETENTION AREA PERVIOUS PAVEMENT ASPHALT PAVEMENT PROPOSED SEWER SERVICE PROPOSED STORM DRAIN PROPOSED WATER SERVICE PROPOSED BROW DITCH PROPOSED CAISSON __-120 -_� ,/ /,SUr C� <: Z c - s - s - - SD SD - F^ l LEUCADIA WASTEWATER DISTRICT BMP PROJECT STATUS PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER STANDARD C33fi4�. �7ekt jr, W1 gplo) Pe RCE DATE p &X'fpaR W14SG'n EI�GhJjF.ttA1l��1A1c. ��o�'dc�l6 FIRM EXP DATE PARKS AND RECREATION SIG DATE • SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT %% (-� �' 8 -7 -17 IGN DATE � !t3wAeA-v-, SIGN DATE MV 1226 �l CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRMVING NO. L.I. (Z ESCRIPTION: 2 -1/4" BRASS DISC "5 -44.11 1997." . mrs PLANS PREPARED UNDER SUPERVISION OF GRADING PLANS FOR: FN FN UVU LOCATION: NORTHEAST QUADRANT OF THE '� II -14j RECD A' APP OV D: INTERSECTION OF LA COSTA AVENUE AND INTERSTAE >Jwro C yN vm WIR DATE: s/ �Y � 1748 CAUDOR STREET HIGHWAY 5 N/A gg ENCINITAS CA 13160 -G RECORD FROM: CITY OF ENCINITAS 3 R.C.E. NO.: 70066 STEV OWAK FRANK BE ELEVATION: 47.114' _EvrEN'SIIN qN' -�`l% APN:216- 100 -28 DATUM: NAVD88 T111iJA vigi j7 5fkm .l)*T Lt+ DAVID CARON EXP.: 9 -30 -18 DATE DATE PLANNING CASE NO: 15 -319 DR /CDP SHEET 1 OF 6 00 W n m LEUCADIA WASTERWATER DISTRICT GENERAL NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK i AND THE REGIONAL STANDARD DRAWINGS. MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOB SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. B. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK, THE CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES. 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POT HOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. 18. SEWER ELEVATIC' S SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR DWGS. WITH INITIALED APPROVAL ON THE MYLARS. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION.IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER SHALL COMPLY WITH LWD STD DWG S -2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 27. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32, ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" BY 2" BUM RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. MANHOLES SHALL BE 4 -FEET DIAMETER FOR PIPE UP TO 15 -INCH DIAMETER PER LWD STD DWG S -3. MANHOLES SHALL BE 5 -FEET DIAMETER FOR PIPE 18- INCHES AND LARGER PER LWD STD DWG S -4. 40. ALL NEW MH'S SHALL BE LINED WITH AN INTEGRALLY LOCKING PVC (T -LOCK) PROTECTIVE LINING SYSTEM. ALL EXISTING MH'S WITH MODIFICATIONS SHALL BE PROVIDED WITH URETHANE OR EPDXY LINING SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING, IF ANY. T -LOCK, URETHANE, AND EPDXY LINING SYSTEMS SHALL BE PER SECT 500 -2 OF THE GREENBOOK. 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15'. 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSTRUCT THE NEW FLOW - THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS REQUIRED, SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LINK -SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE -FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED. 44. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. 45. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY :� ROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL-TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 46. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPUNG(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL E WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK I TO A ON EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY /OREPAIR OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 47. PVC OR 4iNFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, AC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RAN, ATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER TO A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 48. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8 -INCH DIAMETER CONTRACTOR SHALL CUT IN A NEW WYE PER ABOVE OR MAY USE A SUITABLY SIZED ROMAC STYLE "CB" SEWER SADDLE PER STD. DWG. S -32. LEUCADIA WASTERWATER DISTRICT SEWER LATERAL NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS, IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ON YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF 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. 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UN11L AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. 17. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN 8 -INCH DIAMETER CONTRACTOR SHALL CUT IN A NEW WYE PER ABOVE OR MAY USE A SUITABLY SIZED ROMAC STYLE "CB" SEWER SADDLE PER STD. DWG. S -32. 18. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 19, FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPUNG(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING CLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 20. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 21. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEWED AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. %11 190 :1 170 0 +75 1 +00 200 190 ' :1 170 1 +50 Q 1 o z= COASTAL LAND SOLUTIONS, INC. o � z '�' 0 . Cri0066 A PROFILE: F -F ENCINITAS, CA 92024 •09/30/18 FAX (760 2230-6026 30 60225 srq� C l v i \. o�P VE R.: 1 " = 10' � 1228 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. HN S. "S DESCRIPTION: 2 -1/4" BRASS DISC "5- 44.11 1997." PLANS PREPARED UNDER SUPERVISION OF RECD APPRO ED: NOTES FOR: LOCATION: NORTHEAST QUADRANT OF THE , _ z; 1748 CAUDOR STREET INTERSECTION OF LA COSTA AVENUE AND INTERSTAE `ldl4 -�= / DATE: 9- HIGHWAY 5 N/A D V. CARON DATE STEW N WAK AN B h�K ENCINITAS, CA 13160 -G RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 ` -e -l� APN: 216- 100 -28 DATUMT�ONAVD8814 EVIEWERb INSPECTOR SR. ENGINEER DAVID CARON EXP.: 9 -30 -18 DATE DATE PLANNING CASE N0: 15 -319 D1�CDP SHEET 2 OF 6 ✓.1 160 150 140 135 14 3 0 190 w m in luff t6f: z 180 J 2 U H Q 170 Lo N N Q N 160 2 +50 3 +00 160 150 140 PROFILE: D -D HOR.: 1" = 10' VERT. 1" = 10' 0+/") 190 180 170 160 1.50 140 135 0 +75 COASTAL LAND SOLUTIONS, INC. LIS 577 SECOND STREET ENCI�IIT CA 92024 PH 760 230-6025 FAX( ) 230 -6026 CLS� 1226 HANGE NO.1 DESCRIPTION Itw .... ..... PROFILE: E -E HOR.: 1" = 10' VERT. 1" = 10' CATCH BASIN INLET I 160 190 150 180 140 170 1 +50 1 +00 0 160 w w N 150 z 190 U Q 1.80 140 N V) 170 PROFILE: C -C HOR.: 1" = 10' VERT: 1" = 10' 0 +80 3 +50 4 +00 PROFILE: D -D HOR.: 1" = 10' VERT. 1" = 10' 1+00 EX. SURrACE —/' : I\ ------------ -------- - -- rt- -- - - - IIED- 10" HDPE - - - - -- FILL 190 190 180 180 170 170 2 +00 0 +75 18" HDPE 2 +00 PROFILE: B -B HOR.: 1" = 10' VERT. 1" = 10' EX. SURFACE 1 +00 PROFILE: A -A HOR.: 1" = 10' VERT: 1" = 10' 4 +50 PR. SURFACE 18r I +IDPI 1 +00 1 2 +00 APPROVED DATE BENCHMARK DESCRIPTION: 2-1/4" BRASS DISC LOCATION: NORTHEAST QUADRANT INTERSECTION OF LA COSTA AVENL HIGHWAY 5 RECORD FROM: CITY OF ENCINITAS ELEVATION- 47.114' DATUM: NAVD88 PROFILE: PRIVATE STORMDRAIN HOR.: 1" = 10' VERT: 1" = 10' SCALE AS -BUILT Ur_ r_U 61i UM/AffiV OT: UNLUNrU CST: ENGINEERING DIVISION APPROVALS uvu 4� (c) PLAINS PREPARED UNDER SUPERVISION OF RECO APPRO ED: u_ry_�i DATE: 9- t - i 3 N/A DXTID V. CARON DATE STE NOWAK RAN/ B K R.C.E. NO.: 70066 - -/ Sh+►� 1 ?1 REVIEWER I INbHE(;IUHI SR. ENGINEER DAVID CARON EXP.: 9 -30 -18 DATE DATE 3 +00 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PROFILES FOR: 1748 CAUDOR STREET ENCINITAS, CA APN: 216- 100 -28 PLANNING CASE NO: 15 -319 DR /CDP 190 180 170 160 5 +00 190 -- 180 170 2 +60 190 _. 180 170 2 +00 190 180 - 170 - 160 -150 - 140 135 3 +75 DRAWING NO. 13160 -G HEET 3 OF 6 r m . ,,, CONSTRUCTION NOTES 1 CONSTRUCT BROW DITCH PER SDRSD D -75, TYPE 8 0 D /4" X 18" I Q2 CONSTRUCT B1OF►LTRA -nON BASIN, SEE DETAIL BELOW i \i IRON\PI OT DISC FOUND 2" IRON PIPE 3 CONSTRUCT 6" HDPE DEEP ROOTED, DENSE, DROUGHT \ BS MA K S `7959° WITH DISC MARKED l i Tz\ /\ \ TOLERANT PLANTING SUITABLE "RCE 13862" ® CONSTRUCT 12 "X12" BROOKS BOX INLET OR EQUIVALENT 140.17 t FOR WELL DRAINED SOIL \ ` 3 \ \ . t RETENTION AREA SHALL BE O5 CONSTRUCT TRENCH DRAIN PER DETAIL ON SHEET 4 \ LEVEL AND DEPRESSED I` ^ ^3 �• i \ _ APPROVED GRATE INLET © CONSTRUCT RIP RAP PER SDRSD D -40, T =1.1' NO. 2 BACKING o y \ a4" MIN. 6" jq" MIN �P) �W Q7 CONSTRUCT PLANTER MASONRY RETAINING WALL PER SDRSD C -1 ® g h �� \ ll `\ \\� 1 i \ INFLOW PIPE " ORIFICE PLATE: MIN SQUARE ?� yqr S�RFP OR EQUIVALENT o� ` ` \ 1. ORIFICE PLATE & FLANGE o DIMENSIONS 1.0 FT GREATER ® " CONNECTION TO CONCRETE THAN PIPE DIA. HOT -DIP CONSTRUCT 10 HDPE SHALL BE FITTED WITH 30 / �. GALVANIZED PLATE AFTER 12 " "'I' I 9Q CONSTRUCT 18" HDPE DUROMETER NEOPRENE RING. / HOLES HAVE BEEN DRILLED RISER G _ J " G \144 i l l l\� ` X / ( 10 CONSTRUCT CATCH BASIN INLET PER SDRSD D -07, TYPE F 141`5 t y '1 L `� ��` -' 12" MIN. 11 CONSTRUCT STRAIGHT HEAD WALL PER SDRSD D -30 TYPE A • \ " - ORIFICE 0.87" DIAMETER (DIA) * *' 145.YOTW i � � \ V l � -� SEE NOTE �, ��� W W V/ ' �� \ l \ \ ° BELOW .f� 12" MIN. ENGINEERED SOIL 12 CONSTRUCT SPLASH WALL PER SDRSD C -4, WITH DEEPEN FOOTING 145.00FG - • l *SEE NOTE BELOW 13 REMOVE EXISTING RETAINING WALL W / i 1.46 \ i ? b1.; 3/4" CRUSHED ROCK ( 6 �� I f FLOW CONTROL ORIFICE PLATE 14 4" AC OVER 6" CLASS II BASE, TO BE CONFIRM BY R -VALUE TiE 10" TO STORM 4" PERFORATED PIPES 0 BASIN MIN. AREA = 404 SF W W W �\ ` \\ \ \ ' i t N.T.S. DRAIN SYSTEM ORIFICE PLATE CONNECT PIPE DURING GRADING PROVIDED AREA = 410 SF ? W W7w -" �` `_ -� 1' t t TO INLET 15 CONSTRUCT YARD INLET 145.35TWi y� I i 143 4FG W ✓�� M •93FG \ R ! `� f *BIORETEN -noN 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12" DEEP 'SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY 16 CONSTRUCT STORM DRAIN CLEANOUT PER SDRSD D -09 1 85.84 ' ! CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL _ 141.46FL f/ 140.48 W r; 7/ y W w W y W ( 1 1 l j ;1 P * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND I UTILITY NOTES 145JOTG ! I t j ' ! / O STORAGE ABILITY OF THE BASIN. 4 W I / /�� ,1 1 ­ / s -- - - 21 CONSTRUCT 4" SEWER LATERAL PER LIND S -17, S -25, S -32, TYPE It IY2.oE �' ( f 1 l l do 1 f f t [ ij p� p - >p TYPICAL �IOFILTRATION BASIN 0 DISTRICT TO INSTALL 1" COPPER WATER LATERAL AND 1 -INCH FOUND 3/4" X 18" W W1 W W .� _ _ IRON PIPE WITH DISC '"�I /� i` I ��� METER PER WAS WS -01, WC 17 AT OWNER'S EXPENSE ^ i v� 1 r 6 U,1�} � I MARKED "LS 7959." 2 \ CONSTRUCT SEWER CLEANOUT PER LIND STD. DWG. NO. S -25 MONUMENT NOTES ,I 12 100 FUEL ALL EXISTING MONUMENTS ARE TO BE PROTECT A 0u MODIFICATION ZONE j 144.20FL � ' � � 4 `, t 3 � � � � �- � IN PLACE, AND REPLACED IF DESTROYED 6 1 t I DURING CONSTRUCTION. MONUMENT ARE FOUND X145 39TW t ` \ 1 / 7 \ PER R.O.S. NO. 19723. i i 145.00FGt t � \ ' 1 \ At y' �� i �� 14" REE S� � , 0,15V 2 \ V A \�� ��` �� " t� �v A \� , l 1 l f FOUND 1 IRON PIPE. NO TAG. NO RECORD. MONUMENT " 14� T JO \ \ t V > i APN 216- 100 -08 ACCEPTED AND SET NAIL AND DISC IN CONCRETE MARKED LS ,,. v �ttv •. U 7959" /N, FOUND 1/2" IRON PIPE. OPEN. NO RECORD. MONUMENT IS NOT i ., ` \1 l ACCEPTED AND IS N06'31'10 "E, 0.46' FROM THE TRUE CORNER. 145.94EX' \ \ �' t l\ \ i \ \ SEE SURVEYOR'S NOTES REGARDING THIS MONUMENT. Q , \ l �1 t 1 ^., _ it i tt ` \ s X 145.291E \ \ \\ y�> O FOUND 1/2" IRON PIPE. OPEN. NO RECORD. MONUMENT IS NOT \ \' \ `� 3 ACCEPTED AND IS N77'37'09 "W, 1.02' FROM THE TRUE CORNER. Y � � � � 'i �\� `>� \, `� � � � ,1 1 s�� '' SEE SURVEYOR'S NOTES REGARDING THIS MONUMENT. \ , 4C ( VY t `QPE�I SPACE EA M T t \ \ 1 1 �iR (\ O FOUND 1/2" IRON PIPE. OPEN. NO RECORD. MONUMENT IS NOT DOG o17�01 EF1 �. A�� �� l `�A ` \ >. • DATE U RY 18, 0 ACCEPTED AND IS N70'03'35 "W, 0.73' FROM THE TRUE CORNER. SEE SURVEYORS NOTES REGARDING THIS MONUMENT. HOUSE s S: DRAINAGE NOTES y , - - � , =vt � v � � ; � , � ; -,, � � NOTE COVENANT HOLDING CITY HARMLESS FOR �� u l -- t \ �' , s t t 1 '; 4 s 1 0.3 ; " I HL57 I " 6 i> �, I 1. TREES THAT ARE LESS THAN 8 IN DIAMETER HAVE NOT BEEN CROSS LOT DRAINAGE RECORDED ON �. �• LOCATED, UNLESS OTHERWISE SHOWN. MAY 30. 2� ASDOC 201 7 - 0241 59 0. �� �•�'� 1 �� ii i i `� Iy l I i i ` f �� 1 2. ALL PROPOSED UTIL111ES WITHIN THE PROJECT SHALL BE INSTALLED ONSIIE \,� �, \ �° ' i I t , i(;'I Py_M UNDERGROUND. 3. HAMMERHEAD TURN AROUND APPROVAL PER ARCHITECTURAL Ps - 4 1 I i i I xll� t $ ALL COORDINATION OOF AN ITE OFFSITE C �! 47.04 / 1 6 i i 5 R DRAIN SYSTEM TDO DI SCH RGE TO NBIOFILTRAT ON NBASIN ALL STORM S ff I f �l I . EXISTING WATER VALVE AND EXISTING WATER METER TO BE PROTECT f1 S �I IN PLACE. i \ 6. STORMDRAIN IN STEEP SLOPES AREAS SHALL BE ANCHORED PER 100 -2 i SDRSD WT -01 O y ry� 3 i I � SURVEY NOTES: 6DFPI Es IN S1E Pi / 100' FUEL \ LP AR Ei4 0B t 1 ', ' 1' 180.84TG:� ( 1) BEARINGS AND DISTANCES SHOWN HEREON MODIFICATION ZONE % /� ( I �" 4 ARE DERIVED FROM AN EVIDENCE BASED V OI2RUGAlirD IP�E j sp Io. 3 i 179.301E , i � t 71 z.i4 +� BOUNDARY SURVEY PERFORMED IN JANUARY 40 - i 1 4 -.. ; ,�� �, ti / \ ! 1 jP ( ; j 2007. 90723PFOR FULL BOUNDARY °P PROCEDURE. \ t mss , i� 1 i I e FA�t �� 180.91FL i.,ThC:E_ v ( 2 PLEASE NOTE THAT THIS SURVEY HAS NOT i { f t - , ) I d'� i 1 8110FS' j IDENTIFIED ANY UNDERGROUND UTILITIES THAT 1 T \ CAISSON LOCATIONS (TYP.) ( MAY EXIST UNLESS OTHERWISE SHOWN. 1 O `' CAISSON AND GRADE BEAM GRAPHIC SCALE 1 " =10'� 52.;8 l� �f 1� 158.77EX ,� 1 1 ;r t t / r; t �y� REVIEWED PERMITTED AND 1/1 i % 1 % I r / �, INSPECTED UNDER BUILDING EASEMENTS' 155.291E ; / / J PERMITS 16- 2796 -2797 V 0 10 20 30 I EASEMENiS DEPICiFD HEREON ARE PER A PRELIMINARY 1 I•, ; �d r �.� 182.51EX G COMPANY D 158.45EX \ 1 %• / a yl. l DECEMBER 20 P2013AASDORDER N0. 12202880-996-U50. i L.. 154.4611E X\ r l� �' I 1 .1 it TNK J / PROPOSED EASEMENTS HAVE BEEN DEPICTED HEREON. CAUTION!! B ►a1:a7Ts 1e1.13fs a, r i ! i 181.2 J ! ( TiNG COVENANTS CONDITIONS AND RESTRICTIONS RECORDED EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN (� j 1 , 15 ?� 82 ® ON I OCTOBER 14, 1947 IN BOOK 2388, PAGE 336, OF OFFICIAL OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE ; j r % l t ,� I 179• '� 1.74EX r RECORDS AND AMMENDED JANUARY 20, 1950 IN BOOK 3464, PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING 13 /. F� i a 2,02FS } 1, / ' 181.2 r } }} PAGE 215 OF OFFICIAL RECORDS. A THOROUGH REVIEW OF SAID UTILITIES ARE UNKNOWN, SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING E _ 157.55 f / 1 ' j ! 181.25FS I 1 .1 } -- ( �f �'g DOCUMENT FOR OTHER NON- PLOTTABLE RESTRICTIONS UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. c9 - 'f/ f ;' jj !!! r 7 181'17FS__ i 25 THAT EXIST THEREIN SHOULD BE PERFORMED PRiOR TO ANY J J I PLANNING OR CONSTRUCTION. EX. 10" PVC r 1 t3 T2�y 82 3 PIPE OUiLET i ; �� 1 l / / _ C> �'(itr4'kR s� ` C070066 T' � r � . ff -182. � EXISTING S.D.G. &E PUBLIC UTILITIES EASEMENT GRANTED JULY COASTAL LAND SOLUTIONS, INC. . * EX. PIPE TO I� t / jp f�! r r a 16.5.25 JOE ( 10 1956 AS FILE NO. 94779 IN BOOK 6172 PAGE 83 OF OFFICIAL EXP.09 /30/1 BE ABANDONED � t r 1 1 a F14D= 181.00 1 ts 577 SECOND STREET srq c1v%v 1 / r , / I AfafS � � ( RECORDS. ENCMNTAS. CA 92024 7FOFCA�IEO 1 ;' r % � _' r r '^ l / it 3JX 187•43�y ` I EXIS17NG EASEMENT AND MAINTENANCE AGREEMENT GRANTED PH (760) 230 -6025 179.87FS 180.09E 7 I f 6 FAX (760) 230 -6026 ;' ,1177.671E' ,f 0 FS /FF=182.00 182.45FS SEE SHEET 5 SEPTEMBER 30, 2010 AS DOC. N0. 2010 - 0524470 OF OFFICIAL � 1228 i RECORDS. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: I DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. A.s - uZi IZ.S Zak DESCRIPTION: 2 -1/4" BRASS DNS: 5 -44.11 1997." PLANS PREPARED UNDER SUPERVISION OF RECD D APPRO ED: LOCATION: NORTHEAST QUADRANT OF THE INTERSECTION OF LA COSTA AVENUE AND INTERSTAE /ay ii:u DATE: 9-/- t7 1748 CAUDOR STREET HIGHWAY 5 N /AfiR NAr+£PUwHSrJG _ STE NOWAK RAN CK ENCINITAS, CA 13160 -G RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 y ELEVATION: 47.114' _ REv1EWE1>, (• • ` - APN: 216- 100 -28 __ DATUM: NAVD88 iti EZMAKS1L ' 1 PEGi02 '� 41 DAVID CARON EXP.: 9 -30 -18 DATE DATE PLANNING CASE NO: 15 -319 DR/CDP ISHEET 4 OF 6 / 1 1 aRFS� '183:o�0 -FS 181.25FS 171. 671E FF =18200 ' PAD= 181.00 CONTRACTOR TO 182.14 LOCATE EX. 10" �179J1EXi 182.00FS PVC PIPE ONSITE �\ PR. RESIDENCE \ 187.43TW 7 i \ 1` .45FS \ ` 183.54EX I � SSE SHEET 4 I pl N \ MONUMENT NOTES CONSTRUCTION NOTES \ ALL EXISTING MONUMENTS ARE TO BE PROTECT \ IN PLACE, AND REPLACED IF DESTROYED O1 CONSTRUCT BROW DITCH PER SDRSD D -75, TYPE B DURING CONSTRUCTION. MONUMENT ARE FOUND PER R.O.S. NO. 19723. Q2 CONSTRUCT BIOFILTRATION BASIN, SEE DETAIL SHEET 3 AND MAINTAIN I �' • \ BW I I \\ O " Q CONSTRUCT 6" HOPE �O I I F FOUND 1 IRON PIPE. NO TAG. NO RECORD. 181.80FS F `'AP2 __ UNCONTROLLED EMBANKMENT I I MONUMENT ACCEPTED AND SET NAIL AND DISC IN ® CONSTRUCT 12 "X12" BROOKS BOX INLET OR EQUIVALENT 79.88 ONSITE 1 \ 183.4 COVENANT PER 4 I \ CONCRETE MARKED LS 7959 OS CONSTRUCT TRENCH DRAIN PER DETAIL BELOW OR EQUIVALENT CoNGRETE \ DOC N0. 2017 - 0241561' GOLI . FOUND 1/2" IRON PIPE. OPEN. NO RECORD. © CONSTRUCT RIP RAP PER SDRSD D -40 T =1.1' N0. 2 BACKING vr�LSZED SyS� DATE: MAY 30. 2017 \ _ _ MONUMENT IS NOT ACCEPTED AND IS NO6'31'10 "E, IO "rn 18" 180.05 �OFFSTE \\ \ / i \ 0.46' FROM THE TRUE CORNER. SEE SURVEYOR'S Q7 CONSTRUCT PLANTER MASONRY RETAINING WALL PER SDRSD C -1 HOPE CAISSON LOCAiIONSTYP.) 181.80FS NOTES REGARDING THIS MONUMENT. OR EQUIVALENT • 182.00FS _ \ CAISSON AND GRADE ( I C I \ H FOUND 1/2" IRON PIPE. OPEN. NO RECORD. ® CONSTRUCT 10" HOPE REVIEWED, PERMITTED, A 185.20 " INSPECTED UNDER BUILDING Sp' \ \. I I \ O MONUMENT IS NOT ACCEPTED AND IS N7T37 09 W, 90 CONSTRUCT 18" HOPE PERMITS 16- 2796 -2797 �i \ EX WALL 3 1.02' FROM THE TRUE CORNER. SEE SURVEYOR'S G 18101IX \ ii C I m TO is \ NOTES REGARDING THIS MONUMENT. 10 CONSTRUCT CATCH BASIN INLET PER SDRSD D -07, TYPE F a 180.64 181.55TG FOUND 1/2" IRON PIPE. OPEN. NO RECORD. 11 CONSTRUCT STRAIGHT HEAD WALL PER SDRSD D -30, TYPE A "PC \X,\ 178.741E 4 \ I I 183.49FS I C z \ D MONUMENT IS NOT ACCEPTED AND IS N70'03'35 "W, 12 183. FS 1 188.90 \ 0.73' FROM THE TRUE CORNER. SEE SURVEYOR'S CONSTRUCT SPLASH WALL PER SDRSD C -4, WITH DEEPEN FOOTING ® P 185.00EX NOTES REGARDING THIS MONUMENT. 13 REMOVE EXISTING RETAINING WALL \/ -1 ..�H FG "182.00FS- N Imo_ 5' BW 7 m I ( \ 14 4" AC OVER 6" CLASS 11 BASE, TO BE CONFIRM BY R -VALUE DRAINAGE NOTES ` CV) I G 183 4= 10 "TREE NOTES: DURING GRADING 15 CONSTRUCT YARD INLET 182. i 14 ' I » 1. TREES THAT ARE LESS THAN 8" IN DIAMETER HAVE COVENANT HOLDING CITY HARMLESS FOR ti,+� 18178TG OX < I FD 3�4 X 18 s� ` \ 16 IRON PIPE WITH DISC NOT BEEN LOCATED, UNLESS OTHERWISE SHOWN. 16 CONSTRUCT STORM DRAIN CLEANOUT (ENGtN &FR 10 SP &C ZN F14! CROSS LOT DRAINAGE RECORDED ON � i \ � \ 2. ALL PROPOSED UTILITIES WITHIN THE PROJECT �� MAY 30, 2017 ASDOC 2017- 0241590. 174.891E MARKED "LS 7959" �� - Ep\ . I 16' TREE SHALL BE INSTALLED UNDERGROUND. 17 CONSTRUCT CONCRETE DRAINAGE CHANNEL PER DETAIL HEREON \ 3. HAMMERHEAD TURN AROUND APPROVAL PER G8 .182,8 I o ARCHITECTURAL COORDINATION WITH FIRE 18 CONSTRUCT AC BERM SD 18121 FS \ g 14 "TREE \ DEPARTMENT. ACO KLASSIKDRAIN K100S \ OFFSITE C �1 16" REE 4. ALL ROOF AND AREA DRAINS TO BE CONNECTED TO FRAME AND GRATE, OR EQUAL N /� \ 18fyF . L BW I I I \ ONSITE STORMDRAIN SYSTEM TO DISCHARGE TO UTILITY NOTES 182 BIOFILTRATION BASIN ? 1 182 6 �-- y \ 5. EXISTING WATER VALVE AND EXISTING WATER METER �A �QQQQQQQQQ QQQQQQQQQQ Q bo q ` R 8 { BW 1 �91 � TG � I TO BE PROTECT IN PLACE. = 10.24" 1 - \ O.00TW FS 3p C 177111E 16 \ 6. STORMDRAIN IN STEEP SLOPES AREAS SHALL BE 21 CONSTRUCT 4" SEWER LATERAL PER LOUD S -17, S -25, S -32, TYPE II 7 13 4! ANCHORED PER SDRSD WT -01 „ = i 1,2gF,S I ` Q DISTRICT TO INSTALL 1 COPPER WATER LATERAL AND 1 -INCH ELM p81.21 FS 16' METER PER WAS WS -01, WC -17 AT OWNER'S EXPENSE L= 19.32' 1g1,44TG = Om ! 3 1 , Q3 CONSTRUCT SEWER CLEANOUT PER LOUD STD. DWG. NO. S -25 LENGTH AS SHOWN ON PLANS 16 1.0 G. 4 i°n 18127TG X365403 17�1.T21E ). _ _ p>�ez 5I SURVEY NOTES: 14 ou *. ?, 179. E -� .87 R= (1) Q C �S� 1 ' 1) BEARINGS AND DISTANCES SHOWN HEREON EASEMENTS: >'. o © 7 181.00FG ARE DERIVED FROM AN EVIDENCE BASED S--PER PLAN •' �.•� .: I BOUNDARY SURVEY PERFORMED IN JANUARY EASEMENTS DEPICTED HEREON ARE PER A PRELIMINARY OF 2007. PLEASE SEE RECORD OF SURVEY \ 0 180•88FS o TITLE REPORT PREPARED BY CHICAGO TITLE COMPANY DATED t .. I NO. 19723 FOR FULL BOUNDARY PROCEDURE. DECEMBER 2Q 2013 AS ORDER NO. 12202880 - 996 -U50. Z 10.24" ( H \ 16 "TRF_ 181.00FS 23X ! g SECTION A -A G I 51 + ' PLEASE NOTE THAT THIS SURVEY HAS NOT PROPOSED EASEMENTS HAVE BEEN DEPICTED HEREON. F END NEW \ 181 7i� FF =181.00 BW 24 I t ' \ I IDENTIFIED ANY UNDERGROUND UTILITIES THAT GARAGE \81.4 �. 7 k, I' c ` \ MAY EXIST UNLESS OTHERWISE SHOWN. EXISTING COVENANTS CONDITIONS AND RESTRICTIONS RECORDED A� 0 KLASSDRAIN 0.5% SLOPED CHANNELS SHALL BE CONNECTED TO CREATE CONTINUOUSLY Na1ro0'47 "W �i► I ADS �,I _ �' \ I Z I I I ' ` , `I O ON OCTOBER 14 1947 IN BOOK 2388 PAGE 336 OF OFFICIAL \ I 5 �t W. W ` RECORDS AND AMMENDED JANUARY 20, 1950 IN BOOK 3464, SLOPING RUN. HALF METER CHANNELS AND NEUTRAL SLOPING CHANNELS ARE ALSO AVAILABLE. 30.24 BW 181.18 PAGE 215 OF OFFICIAL RECORDS A THOROUGH REVIEW OF SAID INSTALL PER MANUFACTURERS RECOMMENDATIONS. \ I I 181.17 8 �. 13 . I \ ( I ' ' DOCUMENT FOR OTHER NON -PLOTTABLE RESTRICTIONS THAT EXIST THEREIN SHOULD BE PERFORMED PRIOR TO ANY 6" WIDE TRENCH DRAIN (PVTi �� ; - .... . Fi0'�� 9 I I I PLANNING OR CONSTRUCTION. g - 3`T;rE 7 C G 181'58 $i 45.1. 1 9.64 °� I EXISTING S.D.G. &E. PUBLIC UTILITIES EASEMENT GRANTED JULY 12 "P ATM . p .bgTG= ALE 10, 1956, AS FILE NO. 94779 IN BOOK 6172, PAGE 83 OF OFFICIAL RECORDS 182 \ 1 i � 713�81Et 10 \ G II 8�1.65TW' 7 --FL EXISTING X ;� p 80.1 I / I Ofi SEPTEMBER A30ME2010 AS DOG. NO. 2010-0524470 OF OFFICIAL \ 181.83FS N N I /. d / ' ' RECORDS. • „TREE \ EX. CONCRETE 182.06 Ib` � DRAINAGE CHANNEL \ G ' l�89'38 4� 3 ' . .. 83. \ 5 o I 10142 " / / / » » \ \ 182.611 -20.00 = ' ,NOJPARKING I / / / � / � JOINT AND VOID FILLER - 1/4 TO 3/8 183 -�' � � g� � FIR 4.38 I WASHED FRACTURE OPEN- GRADED \ 185.42EX 1, G / \`O 183.5 TG „ � R�METER , L82.70 FIR / / R =2'6" CONCRETE STONE PER ASTM NO. 8 REQUIREMENTS 83.6 p 4 � / G E'TO GR .. �. " MIN. 650 PSI ao 6 "X16' PCC FLUSH CURB X\ ENCROACHMENT MAINTENANCE do ANY. �L.I6 3 8" REE \ 181.551E " / / 3/8 �T�) FLEXURAL STRENGTH c TOP SLOPED AT 2% 12 5={,� COVENANT RECORDED FOR MAINTEN E OF /_' I' '..'.'.' 17 FOUM 4 X i8 PAVERS OR EQUIVALENT GRAVEL WITH REINFORCING 17 18 .24 - SD 821.E ... 3 WITH DISC PER DOC 2017 - 0241664 REC. ON MAY 30. 2017 - W S MART CMP 7959' ® �� AC PAVING N8�8'03 "E- 79.88' 184.00EX 7 r �,� ` OVER BASE APPROVED 7 �� ..: • >� <• » / " b . PERVIOUS PAVERS 183.6oLP . 18243 r7.. . an,. f:.•. jy' ` 1. / 185.28FL � / 2 BEDDING COURSE 1 4 - \ �V 18399FL 6" ALM ' » 3/8 WASHED FRACTURE " » N / / I OPEN-GRADED STONE PER FLUSH CURB N 4 185.34FS 1842fifS ; \. 14 184.......... EX. WD 8 18 OPEN GR 7. H l 4. 3FS . 6 "F)�ALM F�flWER � VCP'SEWER / / " CLASS II BASE do ASTM N0. 8 REQUIREMENTS ` 187 OOEX 18 - ( 186.28EX ' o 36 PAVEMENT PER SOILS =1 -1 I1= 111- 111 =1I -I REPORT 8 » MIN. BASE COURSE 3/4 " - - - - - - 184.85FL d _ WASHED FRACTURED III = III = III = III =III- SOIL SUBGRADE PER' dOC 2�1Z �3 . CAUDOR STREET I 1 1 RR 7 5'.PERM 184.10FL \ N RF.., ON. A .UtT /S. Dt7. 3. I X8.45 0 / CONCRETE DRAINAGE CHANNEL -FADED STONE PER ENTS EAi g 83 9' 1861 N0. 57 BASE REQUIREMENTS OR�`EQUIVALENT . lgS 3 \ . � 18`? . .. � � � ' N.T.S. \ GRA WITH REl FORCING . \ . ..... 3 . I /. ( Asa ` PERMEABLE PAVERS DETAIL tj w � ...... . ARKING�.A\ ... .. .... .. ... 187.32 /1 WATER a . . 1 . . . . . . . . . . . . . . . . . VALVE N.T.S. \ _ I \ . . . . . 86. . ._f0 . . . . . . . . . . SSMH RIM \ N V) ....... \ .14 ... .. . _ / � . �. 2 sa w \ I 188.1 RIM SSMH RIM " o . . . . . 6.4 LE. W T IX.`8 ACP � 1 ...... 3 .. �... . 188.6 I.E. REAST PER WO -�7 -13 1.... B> EX..EDGE...... ... �.$ j \. �. � . 5 _ s . _ 1 .8 LE. SE 3 +50/ 175.5 I.E. WEST - 4+00 \ . �� .. 5 s. OF ROAD .. . \ \ \ \ `� s . 5. s. _REMOVE EX. , \ -s -° -s -1 - �..�21 WAIL I E LWDSM ' - /0 1 .,. � � � - h I W \� SL -��yl - - -_- - - --; -- - - -" -\ 187.67EX - - - i 7 ( 187.34IX EX. LOUD SdH \ _188.00D( - 186.87E - - -- -- 3 4 \ a \ \ \ /04 -1330 ESS/ ` - - - Im 8" - I SIX. VCP SEWER - 189.70TW - - _ T� 190.84TW 7 189.84TW 188.9TW I \ \ \ � \ h o \ 189.41IX / 186.45FG 186.64FG 186.8. \ COASTAL LAND SOLUTIONS, W. 0- EX. WALL �' _ A ' I I / \ _ so 8 -Mo PER GIS ``4 No. 700636 TO REMAIN \ \ IX. WATER METER 577 SECOND STREET . , \ \ \ TO BE RAISED TO GRADED BY I -- so - EXP.09 /30/1 \ 90 I a sc ' T]iCMTAS, CA 92024 ,, \ DISTRICT AT OWNER'S EXPENSE FOUND 2" IRON PIPE -- so GRAPHIC SCALE 1 =10 FAX (M) 230-6028 Tq�OFCAIF P \ \ _. -_._ J NTH DISC MARKED a 50 - s° 50 *RCE SEWER LATERAL TABLE SEQ. LOT STREET INVERT LENGTH DROP TO LATERAL LATERAL GROUND DEPTH PAD UPSTREAM BACKWATER REMARKS N0. N0. STATION OF AT MAIN OF MAIN ELEV. SLOPE X ELEV. BELOW PL ELEV. MH RIM VALVE LATERAL IE LATERAL AT PL AT PL PL TO IE FT. ELEV. REVD AT MAIN IE 1 1 4+71.47 176.17 32' 1.2' 177.97 2.0 183.63 5.66 181.25 188.1 YES CAUTION! ! EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PUNS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. 014 1228 _ APN 216-100-38_ _ _ z, ,; 0 10 20 30 CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. L ` LDOCATIONIONORTHEASTBOUADRANT OF THE 1ss7. 9ATE PLANS PREPARED UNDER SUPERVISION OF ��� REC ;RANK PPR INTERSECTION OF LA COSTA AVENUE AND INTERSTAE N A � sNAME 11q �1 Kg, DATE: 1748 CAUDOR STREET RECORD FROM: CITY OF ENCINITAS / PLANhI`(o R.C.E. NO.: 70066 S WA /re, BELO K ENCINITAS, CA 13160 -G ELEVATION: 47.114' R£vsEWCIL Y3i�' A f ArN: 216-100-28 DATUM: NAVD88 LWI imm i ovilif AK ppt + DAVID CARON EXP.: 9 -30 -18 DATE DATE PLANNING CASE NO: 15 -319 DR /CDP ISHEET 5 OF 6 n ATTACH FLYER FABRIC SECURELY TO UPSTREAM SIDE OF POST — It MIN. (300mm) 111 •, ow FLOW L 4'x6' (100 X 150mm) TRENCH MATH 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) MAAMUM 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 9* MAX AGE HT. 12' MIN. (300mm) RAIN R 8" (200mm) i LY L� DITCH TO CARRY RUNOFF TO A SEDIMENT TRAPPING DEVICE NOTE: MANY DESIGNS CAN BE FIELD FABRICATED, OR FABRICATED UNITS MA� BE USED. WATER & HOSE W.WYED 1;, .I :111 THAN 3" BUT SMALLER THAN 6" /CORRUGATED STEEL PANELS PER CASQA .TER FABRIC GRADE 0 STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC -1 Q SILT FENCE PER CASQA SC -1 3Q GRAVEL BAG BARRIER PER CASQA SC -6 ® INLET PROTECTION PER CASQA SC -10 Q5 CHECK DAMS PER CASQA SC -4 © FIBER ROLLS PER CASQA SC -5 t�7 OUTLET PROTECTION PER CASQA EC -10 EROSION CONTROL BAG WEIR SPACED AS NEEDED 'Fiffilifflo BOTTOM ROW OF BAGS TO BE SET 4" MIN. INTO FINISH GRADE FILLED BAGS DETAIL GRAVEL BAG D TIGHTLY PLACEMENT FLAN VIEW NO SCALE NO SCALE /% /!N \ I I 2 iz- I \ i • 4 ( II 5 I 4 a \ \ 5. I 2 SECTION A -A \ \ NO SCALE \ .. CONSTRUCTION ENTRANCE PER CASQA TC -1 4 - �... ..... ............................... ............. ................... . ESS �. :. ly u No.CO70066 COWAL LAND SOLUTIONS, INC. ° Z ,' GRAPHIC SCALE 1' =20' 577 STDAS, CA � oSS00 EXP.OS /30/1 \ J- \ - )i30 -8025 `PJ CiV1� FAX (�) 230 -M ' OFC 0 20 40 60 CLV12M -- -- -- CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: 1 DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. FN I FN uvu WOE DESCRIPTION: 2-1/4" BRASS DISC "5 -44.11 1997." PLANS PREPARED UNDER SUPERVISION OF RECO D' APPROVED: EROSION CONTROL PLANS FOR: LOCATION: NORTHEAST QUADRANT OF THE 1748 CAUDOR STREET ��_� INTERSECTION OF LA COSTA AVENUE AND INTERSTAE ll l4�/8 DATE: HIGHWAY 5 N/A DAVID V. CARON DATE S E NO AK RAN EB OCK ENCINITAS, CA RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 Ij ELEVATION: 47.114' y 1 7 APN: 216 - 100 -28 DATUM: NAVD88 EVIEWER INSPECTOR SR. ENGINEER DAVID CARON EXP.: 9 -30 -18 DATE DATE PLANNING CASE NO: 15 -319 DR /CDP ISHEET 6 OF 6 o I;n Ig,lpij jIlQU l I l Illllli'1' j l •. IIIIII�IIIIIII�ijij IIIIIIpII�Ij1111j1111�j111�I661I111�IIIIIU Q�lli l°pilljljijl I ICI IIIIo iQ 1111Q 1 jill�jiiilllllllllllllllllll�iltll ji011�fjpj4jjpppl It�IlUllllll I �i v I 1 4 1 PACING VIIIH "/• 7 « I SPACING 1 ' FENCE » OR /1, POST HIGH ow FLOW L 4'x6' (100 X 150mm) TRENCH MATH 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) MAAMUM 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 9* MAX AGE HT. 12' MIN. (300mm) RAIN R 8" (200mm) i LY L� DITCH TO CARRY RUNOFF TO A SEDIMENT TRAPPING DEVICE NOTE: MANY DESIGNS CAN BE FIELD FABRICATED, OR FABRICATED UNITS MA� BE USED. WATER & HOSE W.WYED 1;, .I :111 THAN 3" BUT SMALLER THAN 6" /CORRUGATED STEEL PANELS PER CASQA .TER FABRIC GRADE 0 STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC -1 Q SILT FENCE PER CASQA SC -1 3Q GRAVEL BAG BARRIER PER CASQA SC -6 ® INLET PROTECTION PER CASQA SC -10 Q5 CHECK DAMS PER CASQA SC -4 © FIBER ROLLS PER CASQA SC -5 t�7 OUTLET PROTECTION PER CASQA EC -10 EROSION CONTROL BAG WEIR SPACED AS NEEDED 'Fiffilifflo BOTTOM ROW OF BAGS TO BE SET 4" MIN. INTO FINISH GRADE FILLED BAGS DETAIL GRAVEL BAG D TIGHTLY PLACEMENT FLAN VIEW NO SCALE NO SCALE /% /!N \ I I 2 iz- I \ i • 4 ( II 5 I 4 a \ \ 5. I 2 SECTION A -A \ \ NO SCALE \ .. CONSTRUCTION ENTRANCE PER CASQA TC -1 4 - �... ..... ............................... ............. ................... . ESS �. :. ly u No.CO70066 COWAL LAND SOLUTIONS, INC. ° Z ,' GRAPHIC SCALE 1' =20' 577 STDAS, CA � oSS00 EXP.OS /30/1 \ J- \ - )i30 -8025 `PJ CiV1� FAX (�) 230 -M ' OFC 0 20 40 60 CLV12M -- -- -- CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: 1 DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. FN I FN uvu WOE DESCRIPTION: 2-1/4" BRASS DISC "5 -44.11 1997." PLANS PREPARED UNDER SUPERVISION OF RECO D' APPROVED: EROSION CONTROL PLANS FOR: LOCATION: NORTHEAST QUADRANT OF THE 1748 CAUDOR STREET ��_� INTERSECTION OF LA COSTA AVENUE AND INTERSTAE ll l4�/8 DATE: HIGHWAY 5 N/A DAVID V. CARON DATE S E NO AK RAN EB OCK ENCINITAS, CA RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 Ij ELEVATION: 47.114' y 1 7 APN: 216 - 100 -28 DATUM: NAVD88 EVIEWER INSPECTOR SR. ENGINEER DAVID CARON EXP.: 9 -30 -18 DATE DATE PLANNING CASE NO: 15 -319 DR /CDP ISHEET 6 OF 6 BOTTOM ROW OF BAGS TO BE SET 4" MIN. INTO FINISH GRADE FILLED BAGS DETAIL GRAVEL BAG D TIGHTLY PLACEMENT FLAN VIEW NO SCALE NO SCALE /% /!N \ I I 2 iz- I \ i • 4 ( II 5 I 4 a \ \ 5. I 2 SECTION A -A \ \ NO SCALE \ .. CONSTRUCTION ENTRANCE PER CASQA TC -1 4 - �... ..... ............................... ............. ................... . ESS �. :. ly u No.CO70066 COWAL LAND SOLUTIONS, INC. ° Z ,' GRAPHIC SCALE 1' =20' 577 STDAS, CA � oSS00 EXP.OS /30/1 \ J- \ - )i30 -8025 `PJ CiV1� FAX (�) 230 -M ' OFC 0 20 40 60 CLV12M -- -- -- CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESIGNED BY: 1 DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. FN I FN uvu WOE DESCRIPTION: 2-1/4" BRASS DISC "5 -44.11 1997." PLANS PREPARED UNDER SUPERVISION OF RECO D' APPROVED: EROSION CONTROL PLANS FOR: LOCATION: NORTHEAST QUADRANT OF THE 1748 CAUDOR STREET ��_� INTERSECTION OF LA COSTA AVENUE AND INTERSTAE ll l4�/8 DATE: HIGHWAY 5 N/A DAVID V. CARON DATE S E NO AK RAN EB OCK ENCINITAS, CA RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 Ij ELEVATION: 47.114' y 1 7 APN: 216 - 100 -28 DATUM: NAVD88 EVIEWER INSPECTOR SR. ENGINEER DAVID CARON EXP.: 9 -30 -18 DATE DATE PLANNING CASE NO: 15 -319 DR /CDP ISHEET 6 OF 6