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2014-12027 SG (plans)e e o� RIGHT OF WAY NOTE EROSION CONTROL LEUCADIA WASTEWATER DISTRICT SEWER LATERAL WORK TO BE DONE GRADING PLANS FOR: INSTALLATION COMPLIANCE NOTES OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DALZELL AT (858) 755 -7740, 24 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING: HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN HOURS A DAY. 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR 1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND 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. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 11MES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON A I ' D O R n CAUDOR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. CITY OF ENCINITAS STANDARDS. SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY 1 • 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DRAINAGE NOTE EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR DESCRIPTION STD. DRAWING NO. SYMBOL 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. CITY OF ENCINITAS PUBLIC WORKS CONSTRUCTION (GREEN BOOK AND THE REGIONAL STANDARD DRAWINGS. MOST CURRENT NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. SUBDIVISION BOUNDARY - - - TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL ........................... TO AN APPROVED DRAINAGE FACILITY. SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. COUNTY OF SAN DIEGO TIMES WITHOUT EXCEPTION. CENTER LINE .. ............................... - 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOBSITE AT ALL EASEMENT LINE - - - - UTILITY NOTE THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES TIMES. . ............................... WHICH MAY ARISE. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL LOT LINE .... ............................... . ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. % ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN PROPOSED PAD ELEVATION , , , , , , , • , .. , • , • , , , , , PAD =126 ..... . 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. LOT NUMBER t GENERAL NOTES INCORPORATED HEREON. 6 , CONTRACTOR SHALL CONSTRUCTION AND ROF048 .. ............................... PAR 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT SHALL PROVIDE ANMINIM M HOURS NOTICE LWDE 0 SPRIOR TO TRUICTION. EXISTING CONTOUR (MAJOR) ....... . ................. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS THE CONCLUSION OF EACH WORK DAY. p`h 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 EXISTING CONTOUR (MINOR) ......................... - - FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING gLP WITHIN THE LIMITS OF THIS PROJECT. EXISTING FENCE -o- ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO . ............................... THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CONSTRUCTION. EXISTING TREE . ............................... . 2. THE SOILS REPORT SUBJECT "SITE INSPECTION FOR PROPOSED RESIDENTIAL ADDITIONS FOR 1540 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF CAUDOR STREET LEUCADIA AREA, CITY OF ENCINITAS " PREPARED BY SOIL TESTERS DATED STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER PROPOSED CONTOUR (MAJOR) ................. . .. . . . . 04 -14 -2014, AND FILE# 1147C3 -14 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. NOTES UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY PROPOSED CONTOUR (MINOR) ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS DISTRICT ENGINEER. ........................ CONTAINED IN SAID REPORT. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES ® ` 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHWERWISE CUT / FILL SLOPE .............................. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION w w w PLATO P�pOE Ir SHOWN AS APPROVED BY LWD ON THE PLANS. 11. A 2 -INCH HIGH "S" SHALL BE DAYLIGHT LINE C� AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. N ® INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE .. ............................... F7VC 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE o z CONTRACTOR. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL DIRECTION OF DRAINAGE -� GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP FACILITIES I ua o - o „ 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 ........................... BASIN OVERFLOW ............................... PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE /IMP AND /OR TO SITE THE CUSTOMER END OF THE LATERAL SHOULD EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL REPLACED OR REPAIRED TO CONDITION TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. s EXISTING PRIOR TO GRADING, ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE THEREAFTER BE BURIED AT THE POINT OF CONNECTION. PROP. BIO- RETENTION BASIN ....... . SHEET 2 ........ 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS TURFAANDSCAPED AREAS. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE RIPRAP PER SDRSD D -40 NO. 2 BACKING ................ DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA . ENGINEER OR A LICENSED LAND UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. CAP OA APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SURVEYOR. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL AN ADEQUATE IMP /BMP. PRIOR TO PAVING. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES OR SHALL BE MADE BY SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT V�C�NITY MAP INSTALLING NEW MANUFACTURED WYES. STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR A PERMIT FROM THE CITY. PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. 7, THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE NITS SEWER. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN 8, ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, OWNER DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT SHALL BE ALLOWED. STATEMENT OF ENGINEER OF WORK 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY KEVIN DALZELL 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED 1018 ALEXANDRA LANE MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AND OUTSIDE DIMENSION AS THE PIPE BEING ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF ENCINITAS, CA 92024 REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE (858) 755 -7740 ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR NTH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL "AS SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN GRADED CERTIFICATION" SHALL INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A OWNER'S CERTFICATE PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SUPPED BACK INTO A POSITION EQUALLY ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE BE PROVIDED STATING: "THE GRADING UNDER PERMIT ® 7 -,% HAS BEEN PERFORMED IN SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED IT IS AGREED THAT THE FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE NOTIFICATIONS 19 PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)SHALL HAVE A REGISTERED CIVIL CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, A ROMAC INDUSTRIES, IN.0 STYLE 501, 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 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 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE OR APPROVED EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL BE USED WITH A GASKET RANGE FOR THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE DIRECTOR OF ENGINEER SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE OFFICER S, A GENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR PROPER COMPLETION OF THE IMPROVEMENTS. COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT I WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR ( ) PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: WILL BE RETAINED TO SUPERVISE VER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND ST BILL _F SITE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. 20. 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 OUT OF THE WORK PERFORMED BY THE ENGINEER. DR DRAINAGE AND PREVENT PONRNG OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID A. SEWERS - CWD - (SDGE 33 -2770 q `I TO START OF CONSTRUCTION THE SHALL RESUBMIT THE DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL B. GAS &ELECTRIC - SDGE - (760)- 438 -6200 SIGNATURE: _ `` DATE: ! � DEVELOPER PLAN CHECK TO THE DISTRICT ENGINEER SIGNATURE: DATE: MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT C. WATER -SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 KEVI ALZELL FOR AND UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT DAVID V. CARON DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. D. TELEPHONE - SBC BELL - (760)- 489 -3411 THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION R.C.E. N0. 70066 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 ONS- (760)- 806 -9809 X -2233 KEVIN DALZELL 1018 ALEXANDRA LANE EXP. DATE: 09/30/14 OFESS /p�" ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY ENCINITAS, CA 92024 SAN DIEGUITO WATER DISTRICT NOTES: oe� MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. (858) 755 -7740 TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: COASTAL LAND SOLUTIONS, INC. c Q o ° z GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE 577 SECOND STREET w COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REJECTION AND REMOVAL. STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). ENCINITAS, CA 92024 z No.0070066 PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. SOILS ENGINEER'S CERTIFICATE 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS PH (760) 230 -6025 * EXP.09/30/16 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY FAX (760) 230 -6026 srg vivo- R��P SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL IMPERVIOUS AREA I, CHIN C. CHEN A REGISTERED CIVIL /GF9TEGHPl18AL ENGINEER IN THE STATE OF UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. �OF, CAU�FO BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 6.969 SQFT HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE IMPERVIOUS AREA AFTER CONSTRUCTION: 6.458 SQFT WITHIN THIS SITE WAS MADE BY SOIL TESTERS IN 2014. ONE COMPLETE COPY OF THE 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN INCREASE IN IMPERVIOUS AREA: -511 SQFT SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, IMPERVIOUS AREA REPLACED: 3,263 SQFT SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING COASTAL LAND SOLUTIONS, INC. PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY SPECIFICATIONS. PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES STANDARDS 577 SECOND STREET 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 EARTHWORK DATA y� � COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE ENCINITAS, CA 6025 PH (76D) 230 -6025 SIGNED: ( C_ - pPOFE QYti UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. FAX (72) 230 -6026 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2.0 H : 1.0 V CHIN C, CHEN C 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY MAXIMUM VERTICAL DEPTH OF CUT = 3.3 R.P.E. C34442 EXP. DATE: 09/30/2015 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN CLS #1210 PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE MAXIMUM VERTICAL DEPTH OF FILL = 2.0 C DIEGO GAS AND ELECTRIC VAULTS. PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO FILE NO. 1147C3 -14 3® -7� 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CUT = 140 C.Y. FILL = 140 C.Y. SOIL TESTERS * * WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. BMP PROJECT STATUS CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF EXPORT = 0 C.Y. P.O. BOX 1195 CIVN. 1�OFCAUF 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMEDIAL = 364 C.Y. LAKESIDE, CA 92040 THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT THESE QUANTITIES DO NOT INCLUDE ANY LOSSES DUE TO SHRINKAGE, SUBSIDENCE, (619) 443 -0060 COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS STANDARD WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE OR ANY IONLYEALL PARTS. TREE REMOVAL. PRELIMINARYTI SOILS REPORTS THESE QUANTITIES ARE FOR PERMIT PURPOSES A�- $ I LT 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. DATE 44-I(q CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. SHEET INDEX LEGAL DESCRIPTION PCE 70066 >^,cP 9 -3o -1e SHEET NO. 1: TITLE SHEET PORTION OF LOT 33 OF CREST ACRES, IN THE CITY OF ENCINITAS, IN THE COUNTY OF PAYi= CAROAl SHEET NO. 2: GRADING PLAN SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO.2019, FILED IN SHEET NO. 3: SEWER LATERAL PLAN AND PROFILE THE OFFICE OF THE COUNTY, MAY 3, 1927. LEUCADIA WASTEWATER DISTRICT FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT SHEET NO. 4: EROSION CONTROL PLAN SITE ADDRESS PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER 1540 CAUDOR STREET AtAL�L26S ENCINITAS, CA 92024 STEPHEN DEE /,5( G, PK y RCE DATE i APN: 254 163 • Z$ . `'f 1 Z l �D�AcT4 -Z¢D- / - -18 DuDEk ib DATE _ E DAT SIGN A TE DATE DUDEK EX P DATE CHANGE NO. DESCRI ION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. Dvc JAF Dvc WS-- IL DESCRIPTION: CITY OF ENCINITAS BENCHMARK ENC -24 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDE :S� APP GRADING PLANS FOR: LOCATION: IN SIDEWALK IN S.E. QUADRANT OF LEUCADIA BLVD. AND OPRHEUS AVE. HORIZONTAL: 1" = 20' VERTICAL: 1" =4' DATE: i -/6 -/y �` R.C.E. NO.: 70066 DAVID CARON EXP.: 9-30-104 ��- MASIH MAHER GLENN PRUIM �� 13 �i ©3��y DATE DATE 1540 CAU DO R ST APN: 254 - 163 -18 PLANNING CASE NO: 13 -213 CDP 12027-SG RECORD FROM: ELEVATION: 178.543' DATUM: NAVD88 ISHEET 1 OF 4 y PR. RIPRAP PER SDRSD D -40 ' NO. 2 BACKING, T =1.1' A POR. LOT 33 G PR. BIORETENTION 55.0 144 SF, BOTT.= 158.50FS 162.5 B L 48' W= 3"\ PR. 12" \ RIBBON (?IU1'1 ErL / 65.5 I N�6'28'01 "W 32.54' DG SURFApLCHFI -LINK EX/FENCE I I - 158.646E CE 1 J _ _� / C I irs -�.G 16Q- 166.6 FS .- WETLAND SETBACK - D LINEATIpNI 10' WIDE PR. OVERFLOW' .. -� 50 WETLAND SEE DETAIL CO C ' o5r, e I z BUFFER 16Q Y a ov^ I I �s4a rG M S.aNO IMPROVEMENTS, STAGING 0 coR:coAc'' M o� I ANYTHINOIWHATSOEVER SHA LR TICAL WI IN THE 50 -FO T 'I sr n OM TH HABITART E EDGE 0 p1pl POR. LOT 33 '_' ^'b' -=* L =64' z AE E O�,,I 159.6 �, 7 63' FF= 161.00 CO C. o S G ACK 57.6 G PAD =16050 \- - / t� FE � \� W l I / CLUSTER ^ ETA N 165.6 6 a ENCUMBRANCES: EXISTING ENCUMBRANCES LISTED BELOW ARE PER (SCHEDULE A AND B) OF A TITLE INSURANCE POLICY PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED NOVEMBER 14, 2013 AS FILE NO. DIV- 4470301 THAT WAS PROVIDED TO COASTAL LAND SOLUTIONS, INC. BY THE CLIENT. 4 THE RECITAL CONTAINED ON THE MAP OF SAID LAND WHICH AGREES TO ALLOW THE CROSSARMS OF POLES OR SIMILAR STRUCTURES PLACED ALONG THE R -O -W OF CERTAIN HIGHWAYS TO HANG OVER THE ABUTTING LAND. SAID RIGHT APPEARS TO HAVE BLANKET RIGHTS OVER THE SUBJECT PARCEL. D EXISTING EASEMENT FOR PUBLIC ROAD PURPOSES AND INCIDENTAL 5 PURPOSES IN THE DOCUMENT RECORDED ON JUNE 14, 1962 AS INSTRUMENT NO. 101816 OF OFFICIAL RECORDS. AWETLAND BUFFER EASEMENT RECORDED ON A OCTOBER 28, 2014, AS FILE NO. 2014 - 0467450 OF OR 6" 12" DG GRAVEL 9.50FS 158.50FS 159.50FS 9.33FS 2 �s'►�2. 1r _ 1�d 1f jar BIORETENTION BASIN 3' OVERFLOW SPILL WAY 10' WIDE *RIPRAP OVERFLOW ROCK TO BE NO. 2 BACKING BIORETENTION BASIN OVERFLOW DETAIL N.T.S. 12" MIN. ** SEE NOTE BELOW FOWI KKff CL "= ., . 11 E.'. PAD-166.50 FF DECK SEW 173.5/ ¢¢¢4° JI // I I 170 / Q � I I PR. 3.0" AC ON EAST) 4.0" CLASS II BASE/ 5 N 165 n ? ,R. AC D 15" N86 8'01 "W 304.8 ' FS 169.6 17 .4 LOT 32 ruc rLAN DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE 2.r FOR WELL DRAINED SOIL 1 10" MIN. F _moo * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN BIORETEN11ON BASIN FOR IMP N.T.S. REQUIRED AREA = 47. X 3,263 SF (IMPERVIOUS AREA) = 130 SF PROPOSED AREA = 144 SF 1NOTENBELOWED SOIL OF 3/8" GRAVEL ROUND ROCK GB 175.3 r P/L i31374.43FS 7 3.8 / �" h I FF 161.00 17 173.07 S 174.52 2 160 / PR. SURFACE /// p 2.0 B h 74.1 SEC - FTG PF 73.0 �CLI B �j4 pp// 174. 7EX' 4,�0' W✓� I PRO HOR WM S EE w NN. VERT: A 1 174.94TWI EX. H/ - -- - BITCH I 72.9 175 08TW n3• �u h 4S - UILT FTw so.. •71!{� 774.4 5 / 155 A R = HORIZONTAL: 1" = 20' VERTICAL: 114' 14° TR W P -5 y s E 12027-SG ew �4 174 1$75.1 / y Q: / RECORD FROM: ELEVATION: 178.543' DATUM: NAVD88 m c N86 8'01 "W 304.8 ' FS 169.6 17 .4 LOT 32 ruc rLAN DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE 2.r FOR WELL DRAINED SOIL 1 10" MIN. F _moo * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN BIORETEN11ON BASIN FOR IMP N.T.S. REQUIRED AREA = 47. X 3,263 SF (IMPERVIOUS AREA) = 130 SF PROPOSED AREA = 144 SF 1NOTENBELOWED SOIL OF 3/8" GRAVEL ROUND ROCK GB 175.3 r P/L P/L EX. SURFACE I FF 161.00 I PR. SURFACE -� \ "= I§7:W_ 29; r I 00' / PR. SURFACE /// FTG EX. SURFACE SEC - FTG P - I PRO HOR : 1 " =20' HOR VERT: 1 " =4' PR. BROW VER - -- -- L I - -- - BITCH I I I 0 +00 ALL ENCROACHMENTS INCLUDING VEGETATION SHALL BE REMOVED FROM PUBLIC R/W 5.3 1223' 3 POWER / POLE 3 mw 0 +50 165 160 155 170 175 165 170 160 165 155 160 1+00 1+15 50 1 0 +00 PA PA EX. SURFACE EX. SURFACE �11 " \ "= I§7:W_ I 27SURFACE / PR. SURFACE /// I _12'% SEC - FTG �- PR. BIORETENTION I PRO - I LE: SEC B -B DRAWN BY: HOR : 1 " =20' / VER : 1 "=4' JAF I I I I M 1 +00 1 +116 P/L ESMT P/L rl FS= 174.52 EX. SURFACE GRAPHIC SCALE 1 " =20' 0 20 40 60 �11 " PR. SURFACE 170.91 I -_ / PR. SURFACE /// I _12'% SEC - I I - �- PR. BIORETENTION - DESIGNED BY: DRAWN BY: BASIN ENGINEERING DIVISION APPROVALS / EX. SURFACE DV JAF I / d. 4S - UILT R F - HOR.: 1"=20' DESCRIPTION: CITY OF ENCINITAS BENCHMARK ENC -24 LOCATION: IN SIDEWALK IN S.E. QUADRANT OF LEUCADIA BLVD. AND OPRHEUS AVE. HORIZONTAL: 1" = 20' VERTICAL: 114' PLANS RED UNDER SUPERVISION OF DATE: �i- any R.C.E. NO.: 70066) DAVID CARON EXP.: 9 -30 -16 VERT- 1" =4' GRADING PLANS FOR: 1540 CAU DO R ST AP N : 254 - 163 -18 PLANNING CASE NO: 13 -213 CDP 12027-SG 150 00 0 +50 :1 175 170 165 160 1 +00 1+00 1+50 165 160 155 1+75 15 +75 0 1+50 :1 175 170 165 160 2 +00 ESMT P/L rl FS= 174.52 EX. SURFACE GRAPHIC SCALE 1 " =20' 0 20 40 60 �11 " g°1° - FS 170.91 I -_ / PR. SURFACE /// I PROFILE: HOR.: 1":=20' SEC - FS= 166.91 VERT- 1'=4 - BENCHMARK I 1+50 :1 175 170 165 160 2 +00 75 r0 i5 i0 p ^M 55 � COASTAL LAND SOLUTIONS, 577 SECOND STREET ENCINITAS, 2S, CA 92024 PH FAX((760)23066026 CLS #1210 '" °I INC. �<34Ir 9P�, z ' No.0070066 • EX .09/30/1 olviv �TgTFOFCA��OP GRAPHIC SCALE 1 " =20' 0 20 40 60 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED Bv: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DV JAF DVC d. 4S - UILT t DESCRIPTION: CITY OF ENCINITAS BENCHMARK ENC -24 LOCATION: IN SIDEWALK IN S.E. QUADRANT OF LEUCADIA BLVD. AND OPRHEUS AVE. HORIZONTAL: 1" = 20' VERTICAL: 114' PLANS RED UNDER SUPERVISION OF DATE: �i- any R.C.E. NO.: 70066) DAVID CARON EXP.: 9 -30 -16 RECOMMENDED: APP V 6Z_ MASIH MAHER GLENN PRUIM A 1 �� I ,/ 1 T ��� DATE DATE GRADING PLANS FOR: 1540 CAU DO R ST AP N : 254 - 163 -18 PLANNING CASE NO: 13 -213 CDP 12027-SG RECORD FROM: ELEVATION: 178.543' DATUM: NAVD88 SHEET 2 OF 4 75 r0 i5 i0 p ^M 55 � sl, 0 11 IM No MEEMM ONE MIMES ME MUMMIES III OEM 11 MEMO 111111M III sommmmon IN mmoi IS MEN= 11 -0 ME IN NEEMMMEEME la I MEE 111111 ME 'Nall EE MEN ME JOSE lsiommra Lillmmmmm=mm MEMIN im EMEENIN NIEMEN mmliomm,mom IN SOME ME ONE moommoommmomommommm IS L. 11 NIUE" 11 smommmm ME IEEE 1+00 11511F OEM M ® Film, OEM ®r ® am®® ®� SEEM 0 ® N®® ONE® FOR. LOT 33 1 \ F11625 N6 28'01 "W 329.54' \ _ \ � CHAIN -LINK' 2 +00 A" _ _ __ __ _ _ - - _ _ - - -- - - -= _ - -- 7771 _ 3 +00 4 +00 S EXIST. LWD SMH X04 -1555 / u 3 65.5 ► SEWW MMWIS PE(� E; NG / J / LWMDs-zz UILDI / 5 ) LEUCADIA WASTEWATER DISTRICT SEWER LATERAL NOTES 1 1/4" PVC SEWER y 1. CONTRACTOR TO INSTALL BACKFLOW PREVENTION FLAP VALVE ON THE EXISTING iss_.o _ — SETBACK —` ,. _ . \ PRIVATE RAL — s 0 a APPROVAL FORCE LATE 1p, �/ SEWER LATERAL BETWEEN THE EXISTING HOUSE AND THE NEW FORCEMAIN RECEIVING / " �` »33 �. y OWNER'S PROPERTY. SUBMIT ITFCATALOGACUTTAAND CONNECTION DETAIL FOR APPRO ° — 3 PRIOR TO INSTALLATION. poSr P ASPHA r s SEW R II ev Q H a 2 ENCUMBRANCES: ( z E6 STEPS s_ S S ` a 0 6 EXISTING ENCUMBRANCES LISTED BELOW ARE PER SCHEDULE A AND B OF O G / / ,J• .. F C6R .hANC 2 i! LM EC TB — _CL R B 3 , '/ �O WC/R rc544 r, 5.4 ,5'9'.3 ' y ti -ppp0 A TITLE INSURANCE POLICY PREPARED BY FIRST AMERICAN TITLE Mo ^ L r TICAL Bw PALM 165 ss.7 6 .e..: ALM REE " .0 / / / INSURANCE COMPANY DATED NOVEMBER 14, 2013 AS FILE NO. DIV- 4470301 ��♦ THAT WAS PROVIDED TO COASTAL LAND SOLUTIONS INC. BY THE CLIENT. / Z F W I I 1c56 a i WLlV d(9 T T 1 65.9 12" T6W 6 : 1 AX. .d .,'AD 6't —P / 174 D W ti r Y 16" PAL 1fi7.i d 1 ¢ / PALM P 167.b 2T '72 +0° BW y Q ° h / THE RECITAL CONTAINED ON THE MAP OF SAID LAND WHICH AGREES 1 9 z° I' N POR. LOT 33I "o°' == PALM — Ao s° `-AD 6 EXISTING s 3 TO ALLOW THE CROSSARMS OF POLES OR SIMILAR STRUCTURES /'1 s9s , STA: 1 0 Ec s7., s7.1 Fs RI m nrn1 i I I R r ` PLACED ALONG THE R -O -W OF CERTAIN HIGHWAYS TO HANG OVER GRIND PUMP MODEL 1673 CONNECT TO EX SWR LAT a74 THE ABUTTING LAND. CO C. 167.9 S E FF=1 67•UU " o SAID RIGHT APPEARS TO HAVE BLANKET RIGHTS OVER THE SUBJECT � ,s7s �- �6�•�� I s" R. IY CONTRACTOR TO VERIFY o a-z �, / o , SETBACK f c ALM IOUS pVP DER DEPTH PRIOR TO CONSTRUCTION m� 11 , BW AVERS \ CONC. 174ecK I �w / N / / p / PARCEL. SEEN 111111 0 Sol 0 111 Mill NEI 0111 ME NONE MEMI SEE MEMO! 11 limmommm MEN so 111NINNINIL11111 SEEMS= MOMEMINEEMEMOME on SEEM MEMO MEE I IN NEEMEMEM No 111111111�101 I EMINE I SEE Emomom 11 0 MEMO lmommommi MENEEM SEE ME IN III milli mmi MIN ME ME MEN mmmol MENEM lmmmmmmm=m ME NEESE IS MEMOS 11 I NINE EM1 PROFILE SCALES HORIZONTAL: 1 20' MEE Bill VERTICAL: 1 " 4' 30" OD HIGH LtVtL ALAKM 0. ,2" BRICK 6O" ° L EXISTING EASEMENT FOR PUBLIC ROAD PURPOSES AND INCIDENTAL % -' - _ \ \� -- PALM I Wias 44' 12 g / Q / Q 5 / '` 0.3 _ aALM ALM x7.3 0 _ y y / g O PURPOSES IN THE DOCUMENT RECORDED ON JUNE 14, 1962 AS INSTRUMENT N0. 101816 OF OFFICIAL RECORDS. 16 A oHi E ss PALM 12 PAL /� THICK 0152,0 CL US ER 6 / Q PALM 12' "3� GETATION PALM _ ��' r ^ ELEV =1UN- / GB / `bo (► PU N � WALL ITH m 50 Lc _ N86 8'01 "W 304.81' / WO FENCE 53 sss acvi \ i / 169,6 J / J 4 / 2,p3, 3 �a SEWER DATA 17 POWER POLE N0. BEARING /DELTA RADIUS LENGTH REMARKS LOT 32 ( o / ELEV= 156.02' ti 2 D NO.43'57.05 "E 4.27 2" PVC SEWER FORCE MAIN PUMP OFF EP� 02 NO'45'43.58 "E 20.00' 31.42' 2" PVC SEWER FORCE MAIN NOTE: 175.3 5 �y 17'5 „ / / 17 03 S89'16'02.02 "E IDIA70' 2" PVC SEWER FORCE MAIN ELEV = 155.35' PRIVATE PUMP STATION AGREEMENT RECORDED ON NOV. 05, 2014 Ce AS FILE NO. 2014 - 0481801 OF O.R. 175.3 = EXIST. LWD SMH \� SHINMAYWA MODEL 50CR2.75S �9QROFESS/ , i S X04 -1580 PREFABRICATED FIBERGLASS SIMPLEX h LEUCADIA WASTEWATER DISTRICT CAUTION!! LIFT STATION PER DRW NO. 5 -100 tsCOASTAL LAND SOLUTIONS, INC. z PUBLIC SEWER SYSTEM APPROVAL MCNAMARA PUMP & ELECTRIC, INC. 577 SECOND STREET � No.0070066 �" GRAPHIC SCALE 1 " =20' AP ROVED BY: LWD DISTRICT ENGINEER EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE ENCINITAS, CA 92024 • EXP.09 /30/16 * BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC NTS PH (760) 230 -6025 zIS7�{ /I b / PLANS. THESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION FAX (760) 230 -6026 �rq OFCA1�oP 0 20 40 60 S PHEN DEERING, RCE DATE AND DEPTH OF EXISTING UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY CLS #1210 �u +�L K. tI /F /S ENGINEER OF WORK OF ANY DISCREPANCIES. DUDEK EXP DATE DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DE RI TION APPROVED DATE BENCHMARK SCALE DVC JAF DV ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. d L PLANS P PARED UNDER SUPERVISION OF RECOMMENDED: APP V GRADING PLANS FOR: DESCRIPTION: CITY OF ENCINITAS BENCHMARK ENC -24 A LOCATION: IN SIDEWALK IN S.E. QUADRANT OF LEUCADIA BLVD. AND OPRHEUS AVE. HORIZONTAL: I"= 20' DATE: /- ®/ /1 V n " /I / � � 1540 CAU DOR ST 12027 -SG RECORD FROM: t 1 ELEVATION: 178.543' VERTICAL: 1" =4' R.C.E. NO.: 70066 MASIH MAHER GLENN PRUIM APN: 254 - 163 -18 DATUM: NAVD88 1(113,1 � 14 �/� 4/_/_v 4/_/_v D D CARON EXP.: 9 -30 -16 DATE DATES -- I PLANNING CASE NO: 13 -213 CDP ISHEET 3 OF 4 NNEEE NEEMEEMomiIIEE ps oil ONE 11 Sol IMEEMENESSEEMEM 11 ommmmmi SEEMS mommol 11 MEN 0 Sol, I NEI 11I SEEMS ME 111MONEIRSEEN 11000 0 oil EMEMEMEMI SEEM galsaw p 0 ME tl ME ME 00 E ME IIIIII I 11 Elmo 11 MIS mimsm 11111 SEEN mmmmmmmmmmlFklllmm si MONEMENEIIINEI SEEN INS sommommmoi E OMEN EMEEMENI 11 ME s 111111 ommmmmmmmil IN No illimmommi Ra EME 111111 Emig, ME= III 11 loommosom moon - limmi SEEMS MEMO 0 lmommmmmammmomoss ss A" _ _ __ __ _ _ - - _ _ - - -- - - -= _ - -- 7771 _ 3 +00 4 +00 S EXIST. LWD SMH X04 -1555 / u 3 65.5 ► SEWW MMWIS PE(� E; NG / J / LWMDs-zz UILDI / 5 ) LEUCADIA WASTEWATER DISTRICT SEWER LATERAL NOTES 1 1/4" PVC SEWER y 1. CONTRACTOR TO INSTALL BACKFLOW PREVENTION FLAP VALVE ON THE EXISTING iss_.o _ — SETBACK —` ,. _ . \ PRIVATE RAL — s 0 a APPROVAL FORCE LATE 1p, �/ SEWER LATERAL BETWEEN THE EXISTING HOUSE AND THE NEW FORCEMAIN RECEIVING / " �` »33 �. y OWNER'S PROPERTY. SUBMIT ITFCATALOGACUTTAAND CONNECTION DETAIL FOR APPRO ° — 3 PRIOR TO INSTALLATION. poSr P ASPHA r s SEW R II ev Q H a 2 ENCUMBRANCES: ( z E6 STEPS s_ S S ` a 0 6 EXISTING ENCUMBRANCES LISTED BELOW ARE PER SCHEDULE A AND B OF O G / / ,J• .. F C6R .hANC 2 i! LM EC TB — _CL R B 3 , '/ �O WC/R rc544 r, 5.4 ,5'9'.3 ' y ti -ppp0 A TITLE INSURANCE POLICY PREPARED BY FIRST AMERICAN TITLE Mo ^ L r TICAL Bw PALM 165 ss.7 6 .e..: ALM REE " .0 / / / INSURANCE COMPANY DATED NOVEMBER 14, 2013 AS FILE NO. DIV- 4470301 ��♦ THAT WAS PROVIDED TO COASTAL LAND SOLUTIONS INC. BY THE CLIENT. / Z F W I I 1c56 a i WLlV d(9 T T 1 65.9 12" T6W 6 : 1 AX. .d .,'AD 6't —P / 174 D W ti r Y 16" PAL 1fi7.i d 1 ¢ / PALM P 167.b 2T '72 +0° BW y Q ° h / THE RECITAL CONTAINED ON THE MAP OF SAID LAND WHICH AGREES 1 9 z° I' N POR. LOT 33I "o°' == PALM — Ao s° `-AD 6 EXISTING s 3 TO ALLOW THE CROSSARMS OF POLES OR SIMILAR STRUCTURES /'1 s9s , STA: 1 0 Ec s7., s7.1 Fs RI m nrn1 i I I R r ` PLACED ALONG THE R -O -W OF CERTAIN HIGHWAYS TO HANG OVER GRIND PUMP MODEL 1673 CONNECT TO EX SWR LAT a74 THE ABUTTING LAND. CO C. 167.9 S E FF=1 67•UU " o SAID RIGHT APPEARS TO HAVE BLANKET RIGHTS OVER THE SUBJECT � ,s7s �- �6�•�� I s" R. IY CONTRACTOR TO VERIFY o a-z �, / o , SETBACK f c ALM IOUS pVP DER DEPTH PRIOR TO CONSTRUCTION m� 11 , BW AVERS \ CONC. 174ecK I �w / N / / p / PARCEL. SEEN 111111 0 Sol 0 111 Mill NEI 0111 ME NONE MEMI SEE MEMO! 11 limmommm MEN so 111NINNINIL11111 SEEMS= MOMEMINEEMEMOME on SEEM MEMO MEE I IN NEEMEMEM No 111111111�101 I EMINE I SEE Emomom 11 0 MEMO lmommommi MENEEM SEE ME IN III milli mmi MIN ME ME MEN mmmol MENEM lmmmmmmm=m ME NEESE IS MEMOS 11 I NINE EM1 PROFILE SCALES HORIZONTAL: 1 20' MEE Bill VERTICAL: 1 " 4' 30" OD HIGH LtVtL ALAKM 0. ,2" BRICK 6O" ° L EXISTING EASEMENT FOR PUBLIC ROAD PURPOSES AND INCIDENTAL % -' - _ \ \� -- PALM I Wias 44' 12 g / Q / Q 5 / '` 0.3 _ aALM ALM x7.3 0 _ y y / g O PURPOSES IN THE DOCUMENT RECORDED ON JUNE 14, 1962 AS INSTRUMENT N0. 101816 OF OFFICIAL RECORDS. 16 A oHi E ss PALM 12 PAL /� THICK 0152,0 CL US ER 6 / Q PALM 12' "3� GETATION PALM _ ��' r ^ ELEV =1UN- / GB / `bo (► PU N � WALL ITH m 50 Lc _ N86 8'01 "W 304.81' / WO FENCE 53 sss acvi \ i / 169,6 J / J 4 / 2,p3, 3 �a SEWER DATA 17 POWER POLE N0. BEARING /DELTA RADIUS LENGTH REMARKS LOT 32 ( o / ELEV= 156.02' ti 2 D NO.43'57.05 "E 4.27 2" PVC SEWER FORCE MAIN PUMP OFF EP� 02 NO'45'43.58 "E 20.00' 31.42' 2" PVC SEWER FORCE MAIN NOTE: 175.3 5 �y 17'5 „ / / 17 03 S89'16'02.02 "E IDIA70' 2" PVC SEWER FORCE MAIN ELEV = 155.35' PRIVATE PUMP STATION AGREEMENT RECORDED ON NOV. 05, 2014 Ce AS FILE NO. 2014 - 0481801 OF O.R. 175.3 = EXIST. LWD SMH \� SHINMAYWA MODEL 50CR2.75S �9QROFESS/ , i S X04 -1580 PREFABRICATED FIBERGLASS SIMPLEX h LEUCADIA WASTEWATER DISTRICT CAUTION!! LIFT STATION PER DRW NO. 5 -100 tsCOASTAL LAND SOLUTIONS, INC. z PUBLIC SEWER SYSTEM APPROVAL MCNAMARA PUMP & ELECTRIC, INC. 577 SECOND STREET � No.0070066 �" GRAPHIC SCALE 1 " =20' AP ROVED BY: LWD DISTRICT ENGINEER EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE ENCINITAS, CA 92024 • EXP.09 /30/16 * BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC NTS PH (760) 230 -6025 zIS7�{ /I b / PLANS. THESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION FAX (760) 230 -6026 �rq OFCA1�oP 0 20 40 60 S PHEN DEERING, RCE DATE AND DEPTH OF EXISTING UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY CLS #1210 �u +�L K. tI /F /S ENGINEER OF WORK OF ANY DISCREPANCIES. DUDEK EXP DATE DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DE RI TION APPROVED DATE BENCHMARK SCALE DVC JAF DV ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. d L PLANS P PARED UNDER SUPERVISION OF RECOMMENDED: APP V GRADING PLANS FOR: DESCRIPTION: CITY OF ENCINITAS BENCHMARK ENC -24 A LOCATION: IN SIDEWALK IN S.E. QUADRANT OF LEUCADIA BLVD. AND OPRHEUS AVE. HORIZONTAL: I"= 20' DATE: /- ®/ /1 V n " /I / � � 1540 CAU DOR ST 12027 -SG RECORD FROM: t 1 ELEVATION: 178.543' VERTICAL: 1" =4' R.C.E. NO.: 70066 MASIH MAHER GLENN PRUIM APN: 254 - 163 -18 DATUM: NAVD88 1(113,1 � 14 �/� 4/_/_v 4/_/_v D D CARON EXP.: 9 -30 -16 DATE DATES -- I PLANNING CASE NO: 13 -213 CDP ISHEET 3 OF 4 N86'28'01 "W 321.54' SETBACK / 2 j z / / 1544 r1�5.4 L f G' Z U 00 G / I Y 156.8 I o POR. LOT 33 G G 157 fi r V! / / SETBACK 7/ \ \� HICK ) isz.o GE TA AT;, m w \ � CL / F 165.5 STEPS J !� 1 _ ro �.'4 � 1s7AD s 1 a .i d-AD 6" 167.1 FS 167.7 6.. _ s\s QLPNSER AL TB AVERS CONC. W 16 8/ 0. • , P. > PALM 16" 167.3 ALM G 16 � / ,67.z J fNC 12" i__� CLUSTER / 66.6 PALM 12' PALM \-G N86' 8'01 "W 304.81/ _ - 165.6 / Fs 169.6 J LOT 32 O EXISTING BUILDING EXISTING BUILDING Y � w )D'FENCE ) � I I / �G I N Bw 174.4 S 3 I l I 174.1 CONCRETE WASTE MANAGEMENT: WM -8 SOLID WASTE MANAGEMENT: WM -5 SSMH zgggg4' WM -9 HAZARDOUS WASTE MANAGEMENT: 1715 is 14" TR ew � / E s.1 174.1 174 S Qz N U / GRAPHIC SCALE 1"=20' c no N 577 SECOND STREET ENCINITAS, CA 92024 * EXP.09 /30/16 ` � h 3 � U' / `IT -01v o- q FS 173.8 xEG 173.6 10• B / FO, 173 -8 � 15" PALM 1 4.3 Z 1 � 3 CLS #1210 NOT TO SCALE CONSTRUCTION ENTRANCE PER CASQA TC -1 GB h 2" PAL DES IP ION APPROVED DATE 174.1 _ ©� / / pOWE7R - / ENGINEERING DIVISION APPROVALS WM /�/ OLE TREE •• 7 0 1 / AVR � 174.0 1 /y / �G SG.. Bw 174.4 S / 174.1 CONCRETE WASTE MANAGEMENT: WM -8 SOLID WASTE MANAGEMENT: WM -5 SANITARY WASTE MANAGEMENT: WM -9 HAZARDOUS WASTE MANAGEMENT: WM -6 is 14" TR ew � / E s.1 174.1 174 S Qz N U / GRAPHIC SCALE 1"=20' c no O// 577 SECOND STREET ENCINITAS, CA 92024 * EXP.09 /30/16 ` REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE 3 RICK U' PH (760) 230 -6025 `IT -01v o- q �' 7L5 �Q r � 15" PALM 1 4.3 Z h � V CLS #1210 NOT TO SCALE CONSTRUCTION ENTRANCE PER CASQA TC -1 3 2" PAL DES IP ION APPROVED DATE / SCALE DESIGNED BY: DRAWN BY: / ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT G8 175.3 DVC � DVC 1 /y 7 A DESCRIPTION: CITY OF ENCINITAS BENCHMARK ENC -24 LOCATION: IN SIDEWALK IN S.E. QUADRANT OF LEUCADIA BLVD. AND OPRHEUS AVE. 223' 3 PLANS P RED UNDER SUPERVISION OF DATE: RECOMMENDS �%1 ^ APP V 7, GRADING PLANS FOR: 1540 CAU DO R ST POWER N POLE �Q / VERTICAL: 1" = 4' R.C.E. NO.: 70066 DAVID CARON EXP.: 9 -30 -16 3 GLENN PRUIM ZV13���/ DATE ire AP N : 254 - 163 -18 PLANNING CASE NO: 13 -213 CDP N S 175.3 17 s GB J w / 175.3 N POWER POLE EXTRA STRENGTH FILTER FABRIC NEEDED NITHOUT WIRE MESH SUPPORT - STEEL OR WOOD POST ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST - IIIIIIIIIII� Illjjjjjlllji llliilOjjOIIIj1�lllllj '�IIIIIIIIII'•- iiiiiA�iiii��p ,i�liilljiiiniij1011jjjjplp� II I,r rll 111 IIII II 1 I IIIIIIOrIIrp011pj1 1111111101. 1111j1111111ojlllllllllll IIIIIIIIIIIII ` SPACING VOTH /l Vlln VARE SUPPORT FENCE 6'RI.8m� MAXIMUM V SPACING II WITHOUT IM SU PORT FENCE TEEL OR 111 POST FLOW 12' MIN. (300mm) �� L-4"x6" (100 X 150mm) TRENCI WITH COMPACTED BACKFILL TRENCH DETAIL NO SCALE 9" MAX. 225mm) S ORAGE HT, 12" MIN. (300mm) RAIN RO B. (200mm) INSTALLATION WITHOUT TRENCHING NO SCALE EROSION CONTROL: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DALZELL AT (858) 755 -7740 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES 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 UNCOMPLETED 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 WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 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. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. WE LEGEND (DURING CONSTRUCTION) DESCRIPTION SYMBOL O1 STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC -1 o O ® SILT FENCE PER CASQA SE -1 t�3 CHECK DAM PER CASQA SE -4 000000 ® HYDROSEED SLOPE PROTECTION GENERAL SITE MANAGEMENT DESCRIPTION MATERIAL DELIVERY & STORAGE: SYMBOL WM -1 STOCKPILE MANAGEMENT: WM -3 SPILL PREVENTION AND CONTROL: WM -4 CONCRETE WASTE MANAGEMENT: WM -8 SOLID WASTE MANAGEMENT: WM -5 SANITARY WASTE MANAGEMENT: WM -9 HAZARDOUS WASTE MANAGEMENT: WM -6 i SHAKER PLA DITCH TO CARRY- TRAPPING DEMCE i • r . I\ • A� y� � ` ' 04P NOTES: SILT FENCE SHALL BE PLACED L- 12" MIN, UNLESS OTHERWISE \FILTER FABRIC ✓, \0 ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SPECIFIED BY A SOILS ENGINEER " COASTAL LAND SOLUTIONS, INC. as ° Z' `� No.0070066 NINSPECT ECESSARY. 9E (225mem) MAXIM EACH STORM EVENT AND RECOMMENDED STORAGE HEIGHT. SEDIMENT WHEN SECTION A -A GRAPHIC SCALE 1"=20' 577 SECOND STREET ENCINITAS, CA 92024 * EXP.09 /30/16 ` REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE NO SCALE PH (760) 230 -6025 `IT -01v o- q SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABIUZED. 0 20 40 60 FAX (760) 230 -6026 OFCAUF SILT FENCE CLS #1210 NOT TO SCALE CONSTRUCTION ENTRANCE PER CASQA TC -1 CHANGE NO. DES IP ION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. DVC JAF DVC 1 -8L/wr -8L/w DESCRIPTION: CITY OF ENCINITAS BENCHMARK ENC -24 LOCATION: IN SIDEWALK IN S.E. QUADRANT OF LEUCADIA BLVD. AND OPRHEUS AVE. HORIZONTAL: 1" = 20' PLANS P RED UNDER SUPERVISION OF DATE: RECOMMENDS �%1 ^ APP V 7, GRADING PLANS FOR: 1540 CAU DO R ST n 12027-SG VERTICAL: 1" = 4' R.C.E. NO.: 70066 DAVID CARON EXP.: 9 -30 -16 • MASIH MAHER I I J'/ 14 DATE GLENN PRUIM ZV13���/ DATE ire AP N : 254 - 163 -18 PLANNING CASE NO: 13 -213 CDP RECORD FROM: ELEVATION: 178.543' DATUM: NAVD88 SHEET 4 OF 4 rJ