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2016-12854 I (Plans)GENERAL NOTES 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT-OF-WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CITY INSPEC70R WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOTICE OF THE INIRATION OF PFRMIIED USE AT (750) 633 -2796 OR 633 -2797, OR AS STATED ON THE PERMIT. 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK UNDERGROUND SERVICE ALERT (USA) SAL BE NOTIFIED FOR LOCATION OF UNDERGROUND UTILITIES AT i -800- 422 -4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PANT PRIOR TO CONTACTING (USA). 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CAUFORN14 CONTRACTORS LICENSE OF THE APPROPRIATE CLASS. 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED 70 THE SATISFACTION OF THE CITY INSPECTOR IN COMPL14NCE WITH THE 'WORK AREA TRAFFIC CONTROL HANDBOOK', LATEST EDITION PUBUSHED BY BUILDING NEWS, INC. IN THE EtIENT THAT THE INSPECTOR DETERMINES PROPER IAFFIC CONTROL IS NOT IN PLACE; ALL WORK SWL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE TO ORDER, ON THE RENTAL 84515T SUCH TTUFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PR07ECT 771E PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND AL COSTS AND CFIARGES THAT THE COY MAY INCUR IN PROVIDING SAID TRAFFIC CONTROL 5. APPLICANT AGREES THAT IT SHALL BE HiS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS WITHIN THE CITY RIGHT -OF WAY, WITH A COPY OF 771E PERMIT INCLUDING THESE STANDARD CONDMONS AND A COMPLETE SET OF APPROVED PLANS. THE PERMIT PLANS AND WORK AREA TRAFFIC CONTROL iANDBOOK SHALL BE AVAILABLE AT 7HE PERMIT SITE WHENEVER WORK IS IN PROGRESS. 6. PERMITTED WORKS SFGLLL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY SPECIFICATIONS AND APPROVED PLANS, SUBJECT 70 INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE COMFICA77ON FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION TESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION TESTTNG SHALL BE BY THE PERMITTEE. COUM77ON SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY. Z NO WORK WITHIN THE PUBLIC R ff-OF- -WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOULAYS. ANY VEWA71ON FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DILLY AUTHORIZED REPRESENTATIVE ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770. 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME ARTERALS AND MAJOR ROADS, SHALL BE STARTED BEFORE AJO AM, OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS 9. NO WORK SHAD. BEGIN BEFORE 9.00 AM. OR CONTINUE AFTER 3 :00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF' ENOMMING SERVICES ALL WORK ON PRIME ARTERULL.S AND 07HER MAYOR ROAD$ ALL AS SHOW ON 7HE GRCULAiiON ELEMENT OF THE CITY'S GENERAL PLAN, YELL REQUIRE A TRAFTTC CONTROL PLAN ACCEPTABLE TO THE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704. 10. THE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSiRUC71ONS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3.00 P.M. ON MAJOR RCS, DEFINED HEREIN.) 11. TWO -WAY TRAFiC SHALL BE AWNTANED AT ALL 71MES. MINIMUM TRAVEL LANE WIDTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVOITS MWAJNING TWO -WAY TRAFFIC, PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL-TIME FLAGM 12. ALL DMAVARONS IN EXCINNG PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES OR HiS DULY AUTHORIZED REPRESENTARVE. 13. OPEN TRENCH MUST BE &1CKRU.ED AND CAPPED WITH AT LEAST 2' OF COLD MIX ASPHALT OR METAL PLATED ACCORDING 70 CITY SPECIFiCAW NS DURING NON - WORKING HOURS METAL PLATES ARE REQUIRED TO FIVE COLD MiX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE AWNTANED. REFER TO THE CITY'S STANDARD DRAWING rXi7ED JULY 31, 1990. 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO 7HE CITY'S STANDARD DRAWING DATED SEPTEMBER 30, 1996. 15. TWO SACK SAND - CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEIiENiS NOT DESIGNATED FOR REMOVAL. 16. TWO SACK SAND - CEMENT SLURRY MIX SHILL BE REQUIRED AS RACKRLL ON ALL LATERAL EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCAWNS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL 17 CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS AND STORM DRAINS NO WASTING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS. VIOIA71ONS WILL BE' REFERRED FOR NPDES ENFORCEMENT AND PENALTIES. I& ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING THE OPERATIONS OF THIS PERMIT SMU BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDDTOiV OF STATE DEPARTMENT OF TRAiNSPORTARON SPEOFICATNONS FOR PANT, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATVVE 19. ALL CONCRETE WORK SHAD. BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY 774E DIRECTOR OF E7NGNEERING SER'ACES OR HIS DULY AUTHORIZED REPRESENTATNE 20. TRENCHING FOR iNSTALATIONS ACROSS ANY INTERSECTING ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE NOT MORE THAN HALF OF THE WIDTH OF A 1RMO ROADWAY SHALL BE DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRiDGIG OR B4CKFIWNG. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, AL PIPES AND CONDUITS LAD PARALLEL TO THE ROADWAY SAiL BE PLACED AT LE4ST FiVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE DIRECTOR OF ENGINEERING SOMCES. THE SHALLOWEST PORHON OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS THAN THIRTY (30) INCHES BELOW THE ROADWAY SURFACE. 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS WD PARALLEL TO EXISTING UTI MES SHALL MAINTAIN A MINIMUM SEPARR47ION OF THREE (3) FEET MEASURED FROM THE NEAREST EDGE OF THE FACILITY. ANY DEV147ION FROM 7HIS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 22. ALL EXCAVATED MATERIAL STALL BE CAST AWAY FROM THE IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERAL, INCLUDING TRENCH SPOILS, SHALL BE REMOVED FROM 7HE RIGHT-OF-WAY. THE ROADWAY SHAM BE LEFT IN NEAT AND ORDERLY CONDITION. 23. ALL ROADSIDE DRAINAGE DITCHES SH4.L BE RESTORED TO TRUE GRADES AND THE INTAKE AND OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT OPEN 70 TRAFFIC AT AL TOMES, UNLESS 07HV WSE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES. 25. CLAY AND EARTH WHICH ADHERE 70 THE PAVED SURFACE OF THE ROADWAY SHAT. RE REMOVED BY HWD SCRAPING, WASHING AND SWEEPING, OR BY ANY OTHER METHOD WNON WILL LEAVE A CLEAN NON -SKID SURFACE WMIOUT IMPAIRING, INJURING OR LOOSENING THE SURFACE. 26. PERMITTEE SHALL COMPLY WITH ANY AND ALL DIRECTONS ISSUED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE. ENCINITAS FIRE DEPARTMENT APPROVE BY / , . DATE: I Al a (J REVISIONS I APPROVED DATE SDWD W16 040 GENERAL NOTES CONTINUED... 27. iDWPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER 84CKFiWAC AFTER COMPLETION OF THE REFiWNG AND COMPACTING OF THE EACKFILL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED SEPTEMBER 30, 1996, AND THE REMOVAL OF OBSMUCIION(S), THE PERMITiEE SHAD PROMPTLY REPLACE WiTH TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY THE EXCAVATION, OBSTRUCTION, OR CONSTRUCTION OPERATION$ ALL TO THE SI7ISFAC17ON OF THE DIRECTOR OF ENGINEERING SERVICES, AND AS SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING SERVICES MAY, AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING HIMSELF,• IN SUCH CASE, THE PERNMEE SAL BEAR THE COST OF SUCH WORK. TEMPORARY PATCHING 947ERW. MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MVINTANED. 28. WHERE THE PAVEMENT EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITTEE SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL. BE ONE (1) INCH AC GREATER 714AN IXiS7iNG SIRUC7UR4. SECTION, WHICHEVER IS GREATER. REFER TO 7HE MOST CURRENT STANDARD DRAWING. REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO THE SPECIFICATIONS OF THE ASSIGNED ENGINEERING INSPECTOR 29. IF, AFTER THE REFILLING OF AN EXCAVATION, THE PERMITTEE FNLS OR REFUSES TO RESURFACE OR REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY NM, OR IF 7HE DIRECTOR OF ENGINEERING SERVICES HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE DIRECTOR OF ENGINEERING SERVICES SHALL CAUSE 771E REPAIR TO OCCUR; AND THE PERMITTEE SHALL BE CHARGED WITH THE COST 7HEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES. 30. WHEN SHORING 1S REQUIRE), AN ENGINEERED DETAIL DRAWING WALL BE REQUIRED FOR APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES ALL OSA REGULATIONS SHALL BE MET. 31. ALL DtRECflONAL PORES SWL BE SUBJECT TO APPROVAL Of THE METHOD tN THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE DIRECTOR OF ENGINEERING SERVICES A THOROUGH MVM77ON OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE THE APPLICANT SHALL IDENTIFY THE PORE METHOD ON THE PERMIT APPLICATION Ei7HER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PIS. GROUTING AND INIERMEO47E BORE PIS MAY BE REQUIRE. 32. ALL SUBSURFACE UTILITIES SHALL BE ACCUR47ELY SHOWN ON 714E APPUCANT'S SITE PLAN FOR THOSE EXCAVA77ONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING INTERCONNECT WIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVICES HAS A SPECIAL CONCERN. 33. PAVEMENT CUTS iN STREETS RE71OUTATED OR NEWLY CONSTRUCTED WITHIN THE PAST iWO YEARS SHAD BE CATEGORICALLY DENIED. 34. THE DEVELOPER SiAALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHiCH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 35. THE REMOVAL OF ANY AND ALL CiTY TREES SI AL BE CONSISTENT WiTH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CiTY STREET RIGHT-OF-WAY, ON CRY PROPERTY, OR WITIHN Ci7Y EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CON57RUC71ON UNLESS SPECIFICALY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURROI NCE OF Ci7Y 7REE 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 7REE 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 CRY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL 36. THE TRAFFIC LOOPS SHALL BE REPLACED WITHIN 3 DAYS OF COMPLE71NG WORK IN THE AREA TO CURRENT CALTRANS STANDARD TO DETECT BICYCLES PER TRAFFIC OPERATIONS POLICY DIRECTIVE 09 -06 AT NO COST TO THE CITY. SAN DIEGUITO WATER DISTRICT NOTES: 1. WATER AWNS, LATERALS AND APPURTENANCES Sly GE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO WATER DISTRICT (WASC). THE CONiM4CTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF DIVE YEAR AFTER THE DATE OF ACCEPTANCE 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL L GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH 7HE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709. 4. UNLESS OTHERWISE NOTED, ALL CONNEC7IONS TO EXISTING MANS WILL BE MADE BY THE CONIRACTOR, UNDER THE SUPERVISION OF THE SAE DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAN PROFILE TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRAVE OF STREET. 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 7. CONTR4CTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENT14L LOT. 8. CONTRACTORS SHALL ACQUIRE A 7RENCHING PERMIT FROM 7HE CALIFORNIA DIVISION OF SAFETY FOR ALL 7RENCH WORK. 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. YrdtrUPi1,IMltla;7�raza ZMjy!I'7117 Y� !IMCIr�3 :�Y +liTItiH•PmMyI:(.*ff 11. CONTR4CTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RI,TIIS -OF -WAY, OR PRIVATE FASEMEM5, AND THE RESULTS APPROVED BY THE CRT' OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO 774E SAN DIEGUITO WATER DISTRICT OFFICE 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS 70 OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 14. FILL AREAS MUST BE COMPACTED TO 90X PRIOR TO PIPE INSTALA77ON. 15. APPROVAL OF THIS PLAN BY SDWD DOES NOT CONSTITUTE A REPRESENTATIVE AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND U71M PIPE OR STRUCTURE WTHIN THE LIMITS OF 7HIS PROJECT. 16. AL DOSTING FACIU77ES WHICH MAY AFFECT FINAL DESIGN, LE LINE CROSSINGS, LINE PARAU.EUNG, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. AL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS EEECiRICA. AND SEWER TO CROSS UNDER WATER INNS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUIO WATER DISTRICT. 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED B4CKFLOW DEVICE INSTALLED TO THE DISTRICTS S477SFACTKNN AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. S4CKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT-OF-WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL 7ES17NG OF BACIKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. SAN DIEGUITO WATER DISTRICT PARKS AND RECREATION WATER SYSTEM APPROVAL ® APPROVED BY. �X�� DATE: l2 -/- /Gs DATE: lip- 2-L - l REFERENCES DATE BENCHMARK SCALE CITY OF ENONITAS SURVEY CONTROL POINT SAN DEIGUITO WATER DISTRICT NOTES CONTINUED... 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 19. UTILITIES 70 WNTAN MINIMUM 5 FOOT SEPARRAWN WHEN PARALLELING WATER SERVICES. 20, CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY 1)0SITNG WATER FACILITY (FIRE HYDRANT, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE BY THE SAN DIEGO COUNTY WASTE DMSION. 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPUNGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLEC7ION COUPLINGS USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FDOT PLAIN END PIPE LENGTHS WITH DEFECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL BELL END PIPE LENG7H JOINED TOGETHER WITH A 19 -FOOT PLAN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THiS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET PIPE LENG7S SHORTER THAN 9 -FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED BY DISTRICT'S REPRESENTATIVE. 23 CUIFORNA STATE LAW ASSEMBLY BiLL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUW i, 2010. IN COMPL14NCE WiTH THIS LAW, 7HE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 24. ALL COPPER TUBING USED FOR AR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. 25. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION STOP REMOVED AND SHAD. HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY THE SDWD INSPECTOR. ENCINITAS SANITARY DIVISION NOTES: ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECM77ONS FOR PUBLIC WORKS CONS71RUC710N GREENBOOK' (LATEST EDITION), THE SAN DIEGO STANDARD SPEC14L PROVISIONS 70 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), 7HE SW DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION) AND THE FOLLOWING SPEC14L PROVISIONS: 1. TRENCH WIDTH SHALL BE PER SDRSD NO SP -02 UNLESS 07HERMSE NOTED. MINIMUM PIPE SEPARATION PER WAS M -01, 02, & 03. 2. PIPE AND BEDDING CONDITIONS: (A) ALL PIPE SHALL HAVE 4' MINIMUM OF j' CRUSHED ROCK BENEATH THE PIPE. (B) V.C.P. PIPE BEDDING FROM BOTTOM OF PIPE TO 12' MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREG47E, NATiVE FREE - DRAINING GRANDULAR MATERIAL HAVING A SAND EQUIVALENT OR 30 OR BETTER. (C) P.V.0 AND ABS SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO 12' MINIMUM ABOVE THE PIPE STALL BE j' CRUSHED ROCK. A.B.S. SOLD WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. 3. AFTER COMPLETION OF PIPE LAYING, ALL MAN LINE SEWERS, SEWER SERVICE LATERALS AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE INSPECTOR. AR PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 4. THE CONSIRUCTKXN OF PCC SEWER MANHOLES SHALL BE PER SDRSD NO SM -02. POURED IN PLACE MANHOLE BASES SHALL BE A MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COLLECTOR SYSTEMS WITH CITY ENGINEERS APPROVAL 5. THE CONSTRUCTION OF 4 -INCH SEWER LATERAL PER SDRSD NOS SS -01 AND SS -02. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO A MANHOLE. 6. THE CONSTRUCTION OF CONCRETE CUT -OFF WALLS SHALL BE CONSTRUCTED AS PER SDRSD NO SP -01. Z ALL "INS AND LATERALS SHALL BE A MINIMUM OF 42- INCHES BELOW THE FINISHED GRADE. 8. THE FINAL LOCA77ON AND ELEVA71ON OF SEWER AND WATER MANS AND LATERALS SHALL BE SHOWN ON ORIGINAL AS -BUILT PLANS PRIOR 70 ACCEPTANCE OF WORK. 9. FOR SEWER LATERAL TABLES, SEE SHEET 3. 10. LAS BUILT' DRAWINGS MUST BE SUBMITIID PRIOR TO FINL ACCEPTANCE OF THE WORK. 11. ALL DESIGN GANGES OF SEWER MANS SHALL BE APPROVED BY A CONSTRUCTION CHANCE PRIOR TO ACCEPTANCE FOR PUBLIC USE. 12 FILL AREAS MUST BE COMPACTED TO 90% PRIOR 7O PIPE INSTALLALON. 13 THE CONTRACTOR STALL NOTIFY THE CITYS FIELD OPERATIONS DIVISION 48 HOURS iN ADVANCE OF BEGINNING WORK 70 ARRANGE FOR PRE -CON AND INSPECTION OF PROJECT. PHONE NO 760 -&U -2770. 14. CONTRACTOR SHALL OBTAIN A PERMIT FROM 7HE CITYS ENGINEERING SERVICES DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 15. THE APPLICUNT SHALL WARRANTY THE PUBLIC SEWER fOR ONE YEAR FOLLOWING 7HE APPROVAL OF THE AS -BUIL S. i6. CONTRACTOR SHALL FURNISH AND INSTAL PER SDRSD SP -01, THE APPROPRATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS. 17 THE DEVELOPER SHALL PROVIDE EASEMENTS AND ACCESS ROADS OVER PUBLIC SEWERS TO 7HE S47ISFAC17ON OF THE CITY ENGINEER. THESE ARE TO BE SHOWN ON THIS PUN. 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION 70 THE SANITARY SEWER SYSTEM. 19. ALL NEW SEWER MANS SHALL BE INSPECTED BY CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPEC710N. (SEE 500- 1.1.5) 20. SEWER MANHOLE LINING: (A) NEW MANHOLES Wi7H 8 -10' DIAMETER SEWER MANS. 7HE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PR07ECTNE UNING SYSTEM PER SECTION 500 -2.7 OF THE OMBOOK. (B) NEW MANHOLES WITH 12' DIAMETER AND GREATER SEWER AWNS THE INSIDE OF THE SEWER MANHOLES SHALL BE PROVIDED WITH INTEGRALLY LOCKING PVC LINING PER SECTION 500 -2.5 OF THE GREENBOO. (C) EXISTING MANHOLES: ALL IXIS77NG MANHOLES WITH NEW CONNEC71ONS SHALL BE INSPECTED AND REPAIRED, AS NEEDED, WITH THE LINING SYSTEM THAT MATCHES THE EXISTING LINING FOR THAT MWHOL& FOR MANHOLES WITHOUT ANY EXISTING UNING, THE INSIDE OF THE SEWER MANHOLES SHALL BE COATED WITH AN EPDXY PROTECTIVE UNING SYSTEM PER SECTION 500 -2.7 OF THE GREENBOOK. EXCEPWNS OR VAR1477ONS TO THESE "HOLE UNING REQUIREMENTS MAY BE CONSIDERED ON A SPECIFIC CASE -BY -CASE BASIS BY THE CITY ENGINEER. 21. NO ADDITIONAL LATERALS SHALL BE PERMITTED WITHOUT PAYING SEWER CAPACITY FEES, PROCESSING A CONSTRUCTION CHANGE, AND JOINING THE SEWER REIMBURSEMENT DISTRICT, IF CREATED. 22 A WHOLE FRAMES AND COVERS SHALL BE MADE IN THE USA OF HEAVY DUTY CAST -IRON TYPE WITH A W -INCH OPENING. MWHOLE COVER INSERTS SHALL BE 24 -INCH DAMETER WITH LEiTERING CITY OF ENCiNITAS' AND 'SEWER' SIMILAR TO WHAT IS INDIC47ED ON SDRSD M -1. NOTIFICATIONS: 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECUATIOMW MEASURES TO PROTECT ANY 1)(1577110 UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE IT IS 7HE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UlIU17ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND N07IRCA71ON OF COMMENCEMENT OF WORK. A SEWERS - CSD/ESD - (760) 633 -2770 B. GAS & ELECTRIC - SDGE - (760) 436 -6200 C. WATER - SW DEC= WATER DISTRICT - 1- 800- 227 -2600 D. TELEPHONE - SEC BELL - (760) 489 -3411 E. CABLE TV - COX COMMUNIC4770NS - (760) 806 -9802 X -2233 2. CONTRACTOR SI AL NOTIFY THE CITY ENGINEER'S OFFICE 46 HOURS PRIOR TO BEGINNING OF ANY WORK ON THiS PROJECT. PHONE. (760) 633 -2770. 3. THE CONTRACTOR SHALL GNE 24 HOURS NOTICE ON C4L S FOR INSPECTION. PHONE (760) 633 -2770 FIELD OPERATIONS APPROVED BY: DATE: l Z AS BUILT 1 17 PLANNING& BUILDING APPROVED BY: �� DATE: t-7-/7//(a PLANS PREPARED UNDER THE SUPERVISION OF DATE: /0•2&-ZC �f-_ - R.C.E. NO. 80356 TYL R G LAWSON EXP. 12 -31 -16 OWNER `S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED 70 SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE i (WE) HEREBY AGREE 70 INDEMNIFY, DEFEND, AND HOLD CITY AND MYS OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM AND AGAINST ANY AND ALL L14BIU77ES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR RE'RESENTATNES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY 70 THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS BJ DELZER, PRESIDENT DATE SANANDRADEM 2014, LLC STORM WATER Pi A.P.N.: 259 - 101- 22 -00, 259 - 101 -23 -00 SITE ADDRESS: 720 BALOUR DRIVE ENCINITAS, CA 92024 OWNER /PERMITTEE SAWNDRADEM 2014, LLC 8951 RESEARCH DRIVE IRVINE, CA 92618 ABBREVIATED LEGAL DESCRIPTION ALL THAT POR17ON OF THE NORTHWEST QUARTER OF THE NORTHWEST QWIER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13, SOUTH RANGE 4 WEST, SW BERNARDINO MERIDIAN, IN THE CiTY OF ENCINITAS, COUNTY OF d SAM DIEGO, STATE OF CAUFORNA, ACCORDING 70 UNITED STATES OF GOVERNMENT SURVEY, LYING NORTHERLY OF THE ® NORTHERLY LINE OF OAK KNOLLS UNIT NO. 1, ACCORDING TO AIAP THEREOF NO. 4246, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY CONTROL BMP NOTES RELATIVE TO CONSTRUCTIONAC7 CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLErAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMIER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITEACCESS A SFA61UZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE 7HIS SHALL INCLUDE USING AAiERAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SAL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING AND ROUTINE EQUIPMENT AWNTEMANCE ALL MAYOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPEC14LLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER WRE14110N, AND BONDED FIBER iA47RIX. NO EXCAVATION AND GRADING ACTMiiES ARE ALLOWED DURING WET WFAMER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND 7HE CONSTRUCTION SITE CON7R4CT0R 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 7HE NATURAL GROUND COVER. DO NOT REMOVE 7RE7S OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION' TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHAT. BE PREVENTED BY PLAN77NG FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL PLANT PERMANENT VEGEFATION AS SOON AS POSSIBLE; ONCE EXCAVATION AND GRADING ACTM77ES ARE COMPLETE, WATER US4GE FOR DUST CONTROL SHALL BE MINIMIZED. ON41TE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE ^^fn SPILLAGE. CONTRACTOR SHALL S70RE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAN CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SIRE EUMIIN41E OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY ov''CLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGA]E BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMIER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHAT. BE COVERED OR PROJECTED WI7H SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTON iN 7HE CITY OF ENCINITAS S 4L BE TRAINED TO BE FAMILIAR WITH 7HE CIiY OF ENCINITAS 57ORMWAiER POLLUJJON CONTROL REQUIREMENTS. THESE BMP NOTES SHAD. BE AVAILABLE TO EVERYONE WORKING ON SiR THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCON7R4CTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPOAWBIU17ES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESMS113LE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSIRUC77ON MAIER14LS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO 7HE CONVEYANCE SYSTEM iS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHWL BE DISCHARGED INTO STORMWATE2 BERMS /DIKES StAL BE PLACED AROUND ALL DUMPSiERS 70 DIVERT THE NATURAL STORM RUNOFF DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL RETAIN CLOSED AT ALL TIMES DUMPSIERS WHHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAN CONTACT WITH ANY TRASH MATERIAL MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -84SED PANTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE LATERALS MUST BE TAKEN TO AN APPROPRATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZRDOUS MA7ERMLL, CALL THE HAZARDOUS WASTE H017JNE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTTES CALL EDCO AT (760) 436 -4151. POLLUTANTS STALL 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 CONTANMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SALE BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMMDRNN. COWW70R MUST ROUiJNaY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CON57RUCWN SITE FOR MORE INFORMATION ON STORM TER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. EROSION CONTROL: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL VARiN Al' (949) XXX -XXXX, 24 HOURS A DAY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SILL BE MADE AVAILABLE AT ALL 77MES DURING THE RAINY SEASON (OCTOBER i TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILES ON SI7E ON OCTOBER i AT CONVENIENT LOCATIONS TO FACILIATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SAL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONiR4CT0R SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING R41NFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CiTY ENGINEER DUE 10 AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SMI TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SWL 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. AL REMOVABLE PROTECTIVE DEVCES 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 07HER DEBRIS SHALL BE REMOVED AFTER EACH RANFALL SHEET INDEX LEGEND: THE QUMITMES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT RELIEVE THE CONTRACTOR FROM COMPLE77NG AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED WiTH THE IMPROVEMENTS REQUIRED FOR THIS PROJECT. ITEM & STD. DWG, STDS #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS BW = SUBDMSiON BOUNDARY 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZONTAL N A ___ 2 -f•/ ____ - FS = STORM DRAIN CURB INLET. LOCATED ON THE CONSTRUCT 60' SEWER MANHOLE 7 G LAWSON DAtE h'L FINISHED GRADE N7 INSTALL 4' SEWER LATERAL SDRSD SS -01 SIDE OF ENCINITAS BOULEVARD. VER77CAL NIA WAS WP -Of. WP -02 CLASS 305 ® -W- INSTALL 1' DUAL DOMES77C WS -09, WC -17 �w WATER SERVICE AND METER FF = ,NORTH ELEVATION. 182.995' DATUM. NAVD88 WV-02 RFWFWFR . OR I SENIOR ENGINEEF PLANNING& BUILDING APPROVED BY: �� DATE: t-7-/7//(a PLANS PREPARED UNDER THE SUPERVISION OF DATE: /0•2&-ZC �f-_ - R.C.E. NO. 80356 TYL R G LAWSON EXP. 12 -31 -16 OWNER `S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED 70 SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE i (WE) HEREBY AGREE 70 INDEMNIFY, DEFEND, AND HOLD CITY AND MYS OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM AND AGAINST ANY AND ALL L14BIU77ES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR RE'RESENTATNES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY 70 THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS BJ DELZER, PRESIDENT DATE SANANDRADEM 2014, LLC STORM WATER Pi A.P.N.: 259 - 101- 22 -00, 259 - 101 -23 -00 SITE ADDRESS: 720 BALOUR DRIVE ENCINITAS, CA 92024 OWNER /PERMITTEE SAWNDRADEM 2014, LLC 8951 RESEARCH DRIVE IRVINE, CA 92618 ABBREVIATED LEGAL DESCRIPTION ALL THAT POR17ON OF THE NORTHWEST QUARTER OF THE NORTHWEST QWIER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13, SOUTH RANGE 4 WEST, SW BERNARDINO MERIDIAN, IN THE CiTY OF ENCINITAS, COUNTY OF d SAM DIEGO, STATE OF CAUFORNA, ACCORDING 70 UNITED STATES OF GOVERNMENT SURVEY, LYING NORTHERLY OF THE ® NORTHERLY LINE OF OAK KNOLLS UNIT NO. 1, ACCORDING TO AIAP THEREOF NO. 4246, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY CONTROL BMP NOTES RELATIVE TO CONSTRUCTIONAC7 CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLErAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMIER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITEACCESS A SFA61UZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE 7HIS SHALL INCLUDE USING AAiERAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SAL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING AND ROUTINE EQUIPMENT AWNTEMANCE ALL MAYOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPEC14LLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER WRE14110N, AND BONDED FIBER iA47RIX. NO EXCAVATION AND GRADING ACTMiiES ARE ALLOWED DURING WET WFAMER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND 7HE CONSTRUCTION SITE CON7R4CT0R 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 7HE NATURAL GROUND COVER. DO NOT REMOVE 7RE7S OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION' TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHAT. BE PREVENTED BY PLAN77NG FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL PLANT PERMANENT VEGEFATION AS SOON AS POSSIBLE; ONCE EXCAVATION AND GRADING ACTM77ES ARE COMPLETE, WATER US4GE FOR DUST CONTROL SHALL BE MINIMIZED. ON41TE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE ^^fn SPILLAGE. CONTRACTOR SHALL S70RE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAN CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SIRE EUMIIN41E OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY ov''CLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGA]E BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMIER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHAT. BE COVERED OR PROJECTED WI7H SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTON iN 7HE CITY OF ENCINITAS S 4L BE TRAINED TO BE FAMILIAR WITH 7HE CIiY OF ENCINITAS 57ORMWAiER POLLUJJON CONTROL REQUIREMENTS. THESE BMP NOTES SHAD. BE AVAILABLE TO EVERYONE WORKING ON SiR THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCON7R4CTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPOAWBIU17ES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESMS113LE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSIRUC77ON MAIER14LS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO 7HE CONVEYANCE SYSTEM iS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHWL BE DISCHARGED INTO STORMWATE2 BERMS /DIKES StAL BE PLACED AROUND ALL DUMPSiERS 70 DIVERT THE NATURAL STORM RUNOFF DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL RETAIN CLOSED AT ALL TIMES DUMPSIERS WHHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAN CONTACT WITH ANY TRASH MATERIAL MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -84SED PANTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE LATERALS MUST BE TAKEN TO AN APPROPRATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZRDOUS MA7ERMLL, CALL THE HAZARDOUS WASTE H017JNE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTTES CALL EDCO AT (760) 436 -4151. POLLUTANTS STALL 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 CONTANMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SALE BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMMDRNN. COWW70R MUST ROUiJNaY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CON57RUCWN SITE FOR MORE INFORMATION ON STORM TER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. EROSION CONTROL: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL VARiN Al' (949) XXX -XXXX, 24 HOURS A DAY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SILL BE MADE AVAILABLE AT ALL 77MES DURING THE RAINY SEASON (OCTOBER i TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILES ON SI7E ON OCTOBER i AT CONVENIENT LOCATIONS TO FACILIATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SAL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONiR4CT0R SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING R41NFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CiTY ENGINEER DUE 10 AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SMI TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED IMPROVEMENT PLAN SWL 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. AL REMOVABLE PROTECTIVE DEVCES 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 07HER DEBRIS SHALL BE REMOVED AFTER EACH RANFALL SHEET INDEX LEGEND: THE QUMITMES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT RELIEVE THE CONTRACTOR FROM COMPLE77NG AN INDEPENDENT ANALYSIS OF THE QUANTITIES AND COSTS ASSOCIATED WiTH THE IMPROVEMENTS REQUIRED FOR THIS PROJECT. ITEM & STD. DWG, STDS SYMBOL CL 1 BW = SUBDMSiON BOUNDARY CENTERLINE OF ROAD - PROPERTY LINE / RIGHT -OF -WAY FS = INSTALL 8' SEWER MAN SDR 35 - - S- - CONSTRUCT 60' SEWER MANHOLE SDRSD SM -02 FINISHED GRADE N7 INSTALL 4' SEWER LATERAL SDRSD SS -01 n INSTALL WATER MAIN (SIZE PER PLAN) WAS WP -Of. WP -02 CLASS 305 ® -W- INSTALL 1' DUAL DOMES77C WS -09, WC -17 �w WATER SERVICE AND METER FF = FINSHED FLOOR GATE VALVE (SIZE PER PLAN) WV-02 0 THRUST BLOCK (SIZE PER PLAN) WT-01 =;:=3--- PROPOSED 2' MAR WA°DI)WA -07 ®- 2' B.O. VALVE ASSEMBLY WB-DI/ WB -04, WB -06 0-° EXISTING RECLAIMED WATER MAN - -- R W - EXISTING WATER ALAN EXISTING OVERHEAD UTILITIES EXISTING SEWER MAN EXISTING SEWER MANHOLE PROPOSED EASEMENT AC PAVEMENT (PER PLAN) GRIND AND OVERLAY (PER PLAN) PCC SIDEWALK SDRSD G -7 6' PCC CURB & GUTTER SDRSD G -2 SAWCUT LINE REDUCER W/ THRUST BLOCK STATEMENT OF ENGINEER OF WORK W - ---(OH-E�- S m :.., ; �« - � ,, T 1 1 , , D THE UNDERSIGNED ENGINEER AGREES THAT 7HE WORK PERFORMED BY 774E ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACiiCES OF 7HE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HERON SL41. BE IN ACCORDANCE W17H THE RULES AND RECULA77ONS REQUIRED BY THE CITY OF ENCINIAS THE ENGINEER AGREES TEAT ANY PIANCHECK OR REVIEW PERFOMED BY THE CITY OF ENCINITAS IN iTS CAPACITY AS A PUBLIC EN717Y FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY 7HE CITY OF ENCINITAS OF 7HE TECHNICAL. SUFFFiCIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY 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 RTE 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. pfig G LAWSON DATE RCE NO. 80356 PASCO LARET SURER & ASSOCIATES 535 A HIGHWAY 101, SUITE A SOLANA BEACH CA 92075 PH. (858)- 259 -8212 SOILS ENGINEER'S CERTIFICATE 1, HYUN JIN KIM A REGISTERED CML ENGINEER IN THE STATE OF CAUFORNA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SI7E WAS MADE BY ME OR UNDER MY DIRECTION ON 6 -11 -2013 AND ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WT1H MY RECOMMENDAJKXNS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED 7HESE OAONG PLANS AND CERTIFY THAT 774E RECOWD07IO NS INCLUDE) IN THE INITIAL AND UPDATE) SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFI NS. r =�, SIGNED: RCE NO.: �� EXP. DATE 6-30=LO17 I C 771 -, P 11 li Jam: _XP. 06/3 / L GEOTEK, INC. r , c/v 7CORONA CA 92 AVENGE, SUDS, ( , OH ^ iF;a SI7E� P ,I 4 W ABBREVIATION LEGEND BS = BOTTOM OF STAIR ELEVATION CL 1 BW = BOTTOM OF WALL ELEVATION Q FS = FINISHED SURFACE FG = FINISHED GRADE N7 FL = FLOW LINE FF = FINSHED FLOOR GF = GARAGE FINISHED FLOOR =;:=3--- IE = INVERT ELEVATION VICINITYMAP SHEET 1 - TITLE SHEET TO = TOP OF GRATE ELEVATION Y l C ll �l l l s i SHEET 2 - BALOUR DRIVE PUBLIC IMPROVEMENTS TW = TOP OF WALL ELEVATION NTS SHEET 3 - PRIVATE ROAD U71UTY IMPROVEMENTS ENGINEERING DIVISION APPROVALS RECOMMENDS SRa AP4Vn BY: _..__.._ BY. C MASIH MAHER EDWARD W. VERNE It 17/1411 PFiEpAFED DATE. 5111116 F EVMW DA7E: 7125116 CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT I DRAWING NO. PUBLIC IMPROVEMENT PLANS FOR: • ACWI 1 - 01- CASE NO: 13 -267 7MBD /DR/CDP/MND FK *� APN: 259- 101 -22 & 231 SHEET 1 OF 3 PISA 2112 I i _.._ ( N � W i -- CONS TRUCTIONNOTES THIS SHEET J - -_ A. "; �' ! n EXISTING SIDEWALK 70 REMAIN 1 - - -- -L - -- - - i- - - - - -- ! - -- �- - - - - -- -- a - - -- - - - -- -- y EXISTING SIDEWALK TO BE REMOVED, REPLACE DEMOLISHED PORTIONS BEHIND PROPOSED SIDEWALK N IH GRAVEL, MULCH, OR LANDSCAPING CENTER LINE DATA DELTA BRG RADIUS LENGTH REMARKS 11 1- -- W G -2 CURB & GUTTER --�- w - -_ ----- - —� - -- --- - - - - -- —-f —- _ 9.97' y —� —' 1 -- 6.00' N0. DELTA BRG RADIUS LENGTH REMARKS G -2 CURB & GUTTER 1 NOf'2T49 -- 157.15' G -2 CURB & GUTTER U nrOanLL ) rv,, J1MLFfALr% rClC JURJU U —/ - )V WV I N K ,� 0 v v ^ ^ (a N ua Va v I ti LO ® EXISTING OVERHEAD UTILITIES TO BE + ° "� ^'"� g' to N r7 `� `O + ! + a + + ^ M UNDERGROUNDED. UNDERGROUNDING SHALL EXTEND TO NEXT POLE LOCATION AT BALOUR DR. AND SAN ANDRADE DR. ® INSTALL SURVEY MONUMENT PER FINAL MAP © EXISTING CONCRETE VAULT TO REMAIN " ❑ CURB DATA TABLE N0. DELTA BRG RADIUS LENGTH REMARKS 11 N01'2749 1E -- 86.64' G -2 CURB & GUTTER Q N01'27'49'E -- 36.00' G -2 CURB & GUTTER 13 N01°27'55 -- 9.97' G -2 CURB & GUTTER L4 NOt °27$8 "E -- 6.00' G -2 CURB & GUTTER L5 NO2°31'051V -- 31.45' G -2 CURB & GUTTER L6 N0231'05"W -- 157.15' G -2 CURB & GUTTER _ _ O M _ —__— ! IA O _ _^ �h O i- r.j 1� t�0. eF M __Ldlo- 1`Oj'_ + M M cm �— �__ -_ - _-_� _ —_ ^ rn + N ± N N ( N dM' NM � b II Q 1 -- U F to /fn - -- - -- -- -� - - -- -- - ' - - -- LTC EL NATION OF 6 APP OXIMAIE GRA E OF ' EXISTING SURFACE SDRSD 0-2 PCC C& (I ROFIL E VIEW. RALOURDRIVE AT TC EXIST 8 ACP WATER T- MAIN PER WO -53 -12 JOINT RESTRAINT -- 1 TRANSITION :N11I SYSTEM - ! SC LE: COUPLING » 2 MAR ASSEMBLY PER - - -- -- - T " WAS WA-01 t - - �- �- - - 8 PVC WATER MAN 1- - - - - -- ' - - - -- � -- - ' --- �--- - - - --- I-- -- --- - - -- 2 MAR ASSEMBLY PER 8" FLxPO GV » WAS WA -01 - - - - - - - -- { -- - - -- -I- - - - - -- - - -- - - - -- - - - -- - - -' - - - - -- / - -- -- - - - - -- - -- -- -- -- - �- - - - -- �- - - SUBDIVISION TEE W THRUST R � BOUNDARY BLOCK (16"SF MIN) 8W PVC WATER - _ — -� - - -- - - - 0.5' 12' TO FC 12' TO FC 3.5' PER WAS WT-01 rn 8 FLxFL VERY BEND - - -�, -- - - - - -- + - ro 8" FLXPO GV W ANCHOR BLOCK 105.5 O N + + o ! o O N + m M II it - ' / ( I 8 PVC WATER MAIN CF MIN) PER WAS WT-01 t r N -_ Go 8 FLXFL GV - - + N- - -) - "� -� ± �_.. I - N - N M t N N M (¢ M - -- ¢ . - - - -a w - -_- -N w M R LOCATION 9" 2% ,t 1 2" BLOW OFF ASSEMBLY - E ' > , u g li n 1 - a w w - -_ - �_I TRANSITION to W < N w w ail w n u ¢ f a a 3 d PER WAS WS -03 EXISTING OFF SITE COUPLING PER WAS WB -01 ¢ w w w " WALL TO REMAIN INSTALL _- - - -- MAIN PER WO -53 -12 SYSTEM = - — -- - - -�— - - - -- - -- -- -_ - ` - -- - -- - -- PER SDRSD t2 `3 —I— I- 'rt - - -- -� - -- - - -- -- - - _ _. - - -- -- - - GUTTER - " -! 1 1- ! I= I I _ INSTALL 6" PCC EXIST 8" ACP WATER JOINT RESTRAINT t WATER CONNECTION DETAIL INSTALL 4 AC - CURB PER APPROXIMATE GRADE OF I SDRSD G -1 I !EXISTING CROWN OF ROAD ! ( NOT TO SCALE PAVEMENT - - - -- ^ -- - - - - -- J - -- - SDRC35 11 BA PVC ! I - PUBLIC 8" CLASS -305 PVC ( PUBLIC 8 PVC ( I WATER MAIN -- -�— - - PROF VIEWr BALD - IVE AT—CL — - - UlIUAES ARE KNOWN 70 DUST IN THE AREA. INFONA71ON SHOW HEREON IS PEI? � - -- EXISTING 24 STEEL BEST AVAILABLE RECORD INFORMA7101V EXACT HORIZONTAL AND VER71CAL LOCATION - -- _ EXISTING i6" ACP TRANSMISSION MAIN - - - -- - -- .. - - -' - -- -- ..- - -- :- IOR(Z--1 " _- 2O-'-- - -- - -- - -- - - - -- - - - - - - -- -- - PER WO-67-7 (5' -7' DEEP TYP) OF EXISTING UflU71ES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION Of - -" �0 WATER MAIN PER WO -76 -9 EXISTING UlIU71ES PRIOR 10 ORDERING MATERIALS AND CONS7RUCIKXV, CON7RACTOR 1 _ -- VERY 1 5' (10' -15' DEEP TYP) MALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL - -- - _ - -� -- -- - LOCA7IDN AND PLAN LOCATION OF U71unES UPON DISCOVERY OF DISCREPANCY. ^' - -- T - - - -- - -- - - 1 - - - __ -___- _ -_ -__- - - - - - -- - - -_ - - LAUREL CO VELANE (PVT.) -TYPICAL SECTION - -- - NOT TO SCALE I ! ULTIMATE R/W Q R/W R � w w W r, o � °i AU SEE 12854 -G FOR PRIVATE o w 4.5' 5.5' 20' 30' 7C 4 o 0 1 v 0 0 , m m m o o to too m BE MAINTAINED I BY HOA PER ° ca W w w w W `" '- 1- z R �'� w a ENCINITAS MAINTENANCE ¢ z 10° _ I v - o m -~' s ° ' s a '' a ~ a �' 1 ° �n iw� o z N w � Y AND REMOVAL COVENANT � � I- �( ,, m o W o h o; z r� a z o VXISTIN& SO TO 1i4F T ^; w DEDICATIONI T u`^ N�� ozv o�'¢ �CnQ oa Ttpys¢pTo&P^O . ^° _, NU M '_� v 3 4 o� m <-c� Q oz¢ oom¢ DOC. 2016,x' IS42 2.5' c Z o° N w N p Z i �, i U i ,_ z o EXISTING OVERHEAD Z o° 2 0° w REC. 11 2.x1116 Z °� v 2 M '� o Z 2 Z� �' m~ d � a EXISTING 16" WATER m a o w o UTILITIES TO REMAIN gym ° �¢� y °° SQ 2% 2% VARIES VARIES c4�oc M¢co °OxhY (0 LO ¢o `n- `° PER WO -76 -9 N. `° `n oQw " Uw1- �*UZ3 o�w-.^ }_e �i3W 3W� c-4 N ^N "stn �q EXISTING 12 RECLAIMED crio°y KiO¢w -' - ° f �•,,, +gh ��W¢ � zd zo "�d� TO REMAIN °oerc� ° +k� ��o� rn �o Z uammorn<r o + N + N + ca M WATER PER P -E5 + z w + + .r INSTALL 5" PCC -_- - - .t .o Q ° k 3 ± _ 3 + c� ° N z ° z N w M z z ° M'` ¢ - M'` _li - j - vo.� ^OW ^ =W z°N ° ^ti " �o ^ o TO REMAIN o ti ^02° U =�M SIDEWALK PER i (1 - < <.,1 a m z z ,U ° z z o EXISTING 24 ° cn I,'Q a o a z II II -- NN 1-ai� �wQtn �kmo 10 DED. PER �Rm° �-�o WATER MAIN PER i!s �- w tn¢ °° �¢aww tiamw °zQ�� SDRSD G -7 __ _ i - ! !- EX /STING 2 GAS 2 o Q o tom a ad to w ¢ z FINAL MAP FINE PER P -E4 tR -'^ 4 tow ¢ m m U to WO -67 -7 TO REMAIN m U m w a; 2 3 m¢° m m¢ L_L m h w �... INSTALL 6" PCC CURB J EXISTING 8" ACP '�?._ �,-�' � & GUTTER TYPE G 1 4 3 - - - (OH -�} 5 -" - WATER MAIN PER E - „L. PER SDRSD G- ` --- �t �r ��• u _ . 5 - - - - -- 2 WO -53 -12 ` - ® a� - - - EXISTING 12" ACP - ) - -- p - EXISTING UNDERGROUND <-,.. ------ a , ,.. WATER MAIN PER . -- - - - o _ ... -__�.. TELEPHONE . LINE L - -� - ._'- ". ..: „ .11x,_:- K. ".F"...�.../�_ -, n4�saz�y`$' E.. n ° °.__ ° ° -__ ° � _ "- _. _. / -- ° '� ..! t '� . `ti.:� a ?„ �i'o „?.,!, i. i WO -62 -1 - _r_$., w..:, w__,. _ _ _. s_...: - -_ v... r r.° EXISTIN .DEEP ANODE WELL " - _.. _._:._.n.. -. - - - - -- 5 _ 1 ., t` . -_ P LIMITS OF GRIND AND OVERLAY. EXISTING 12 "" CONTRACTOR TO GRIND AND APPROXIMATE LOCATION OF NG °rb> KaLt gl L2, 6 L3 L4 = L \ \„ TO BE PROTECTED IN PLACE INSTALL 4" AC PAVEMENT N TI rn y ri I :k ° y, yn� ;" ,, .., " RECLAIMED WATER w -- POWERRROLE- W. Lr DFuFS�T€ A� MAIN PER P -E5 OVER 6" CLASS fl BASE OR - - h. � N -" - RW -- R R EXISTING 12 ACP OVERLAY EXIS71NG AC PAVEMENT PER CITY RECOMMENDATION -AND LEO R �1 `t y�' y °a N MAIN PER AS NECESSARY TO ENSURE C , ' d -v . O WATER j x w w ! ,tiN a� W W0 -62 -1 TO REMAIN SMOOTH TRANSITION BALOUR DRIVE - TYPICAL SECTION �- - ,, E6 c c — w— s —� _, W ter : 1 w w _ w— w w — NOT TO SCALE = o 11 + ° ` ' r a t � � APPROXIMATE o � �� -- „° 0 4 `^ LOCATION OF EXISTING > , .. .° x W W - - -- -- - - - " o - �._-- _ a, - 1 EXISTING 8 ACP .4 �, - - _ " WATER MAIN PER c ,3 -° - EXISTING 30 A6P R -1 MIN " 1- _ - _ _ - GRIND & _ WATER MAIN PERK ( APPROX. LOCATION OF WO -53 -12 TO REMAIN INSTALL WATER *12 MIN R =1 MIN � � d M L 7f�+(VFNEW 0 _ - 's _ 0 REMAIN EXISTING STRIPING SERVICE PER ,� �' ;� +z - -- - -POLE-a�19# 6 L€�fRStT E F S- UIHWEST _- -= - - - - -- -- P E WAS WS-01 o - - N€R -0E-I ALOT 'S TO REMAIN _ - - w.. O _ - -- R -_ 1 y v - DRADE _T6 `REPLACE -POLE` P2&391- V1" TYPE K COPPER at AND BECOME 12KV CABLE POLE ___ _.__ . _ ..... _ _ _ -T - - PROPOSED 8 MIN : ,- - -- =- --- - .. _ - _ SERVICE LINE v, N 2 - - -_-- -_ -__ _ - .�-__ ____ ,,. CLASS -305 ? < JQN o:" �� mm �rn �O ~�?2W II Q D `i' -i¢O �Z - PVC WATER MAIN WATER OR v, O to to �n cc o N M N OtYN ON ON ON ON ON tt?gQ= of O O° tn�t'7 �'� O�� SEWER MAIN d C4 Mi" Cs r i * o M tier ^ M m N Mi o o: M t=' * v ti it='d �OFESS /O 1.5 VARIES eon 2M Z(I] iM Z ° iM O1`� + iii z``"' ^wn "' Nw"' oe Gl Nql ^ F- to N o ii II 11 4. �,R q1y�, *NOTE: 12" MIN CLEARANCE ALL DIRECTIONS FROM WATER /SEWER MAINS m h w v, �' to 2 w to Z o 1mL Z o to Z Q ii O w o Off- O O ta- j ¢ W � Q tp 0) I— �. h 0- WATER SER VICE CROSSINGDETAIL ° ° ° ° 3 = M ° a '*` a to U �i Zzi o U No. 80356 M� M u� u°3 O O N W Q � h w m NOT TO SCALE _ J ^ 2 .+ - ^� N N to - y © N z N g N +� g Exp. 12/31 /16 d: ,i w ^t~il a �ti �z iQ2 �Z Il CIV\V to to to to ¢ z to to - 9 " = '< 1- to to > >F 2 GRIND AND _ �. '- - { i �- w y w OF CAL \F OVERLAY o d j EXISTING AC 6" PCC TYPE G -2 C &G PASCO LARET SIJITER PAVEMENT » " v y 4 AC PAVEMENT OVER �- SAWCUT LINE Q ¢ ¢ GRAPHIC SCALE 1 " =20' s" CLASS II AB � � g &ASSOCIATES CL SA WCUT DETAIL - TYPICAL SECTION 20 0 20 40 60 CIVIL 35 � " "EER'pD + 01, S e A, Sole + leach Iw�� 535 North Highway 101, Ste A, Solana Beach, CA 92075 NOT TO SCALE ph 858.259.8212 1 fz 858.259.4812 1 plaaengineering.mm 0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT DESIGNED er CHECKED TG sr ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. J ?L CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVE PUBLIC IMPROVEMENT PLANS FOR: #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS y.tl /� 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZONTAL 1 " =20' - DATE. •3� BY..-/L,4. ,'eqA BY: ,R � 12854 -1 STORM DRAIN CURB INLET. LOCATED ON THE R G LAWSON DATE R.C.E. NO. 80356 MASIH MAHER LAUREL COVE - 720 BALOUR DRNE NORTH SIDE OF ENCINITAS BOULEVARD. EDWARD w. DEANS n - -- VERTICAL N , l TYL R G LAWSON EXP. 12 -31 -16 ELEVATION: 182.995' DATUM: NAVD88 REVIEWER TOR SENfOR ENGINEER DATE: IZ �� 6 DATE: I 15 '/At CASE N0: 13 -267 TMBD /DR /CDP /MND APN. 259- 101 -22 & 23 SHEET 2 OF 3 PREPARED: 511112016 REVISED: 912312016 PLSA 2112 t -, II n� W _ E STING 6" AC, - - -- - -- WATER. PVC'TO ACP In 153 LF Of PUBLI PVC SE R MAiN VER1. 1 a a 5' MIN THRUST BLOCK (7. PER WAS WT-01 _ -.W- 8" I a a 8 PVC WATER JOINT RESTRAINT j d I.^ j W tU s ARE KNOWN TO EAST iN THE AREA. INFORMATION MOWN 1S- __PER, BEST- AViLABLE - -RE 4101FI AIM. - -- -4mcr 4L ANDI VERTICAL LOCATION OF EXISTING U7:7L171 E S UNKN OWN. OR__T0- .MELD-- VERIFI1,10CATION__ C .__EXISTING 07XI77ES-- P.R4ff_T0 MATERIALS AND CONSTRUCTION CONTRACTOR SHALL TIFY OF WOK OF ANY DISCREPANCIES S BETWEEN A TUAL LOCA77ON LOCATION 70F UTiLITiES UPfNV DI VERY C DISCREPANC . i Q WATER DATA TABLE LINE LENGTH CHORD/BEARING COMMENTS <D> 70.79' N W-56'41 " W 8' PVC CLASS 305 1 4 2 28.64' N 43'5641 " W 8" PVC CLASS 305 3 394.50' N 8856'41" W 8' PVC CLASS 305 170.62' N 0127'50' E 8" PVC CLASS 305 -2.809; i o y i a SCALE HO CTO s d TO FIELD POTHOLE. IF FIELD � _ S WIRE' 8 INCH PVC WATER TO G w i 6 F MINIMUM CLEARANCEEEQUI ED APPROXIMATE EXISTING GR ADE AT CENTERLINE N 00 N N I UJ01 O� €�ri ^ 0 I + w i N ___t____1_60._5_6_' I'OP OF CURB ELEVATION tML -D9 -RA PVI STA:4 +80.Oi PVI ELEr 328.5; LVC: 40.0 M e O z O J; r� 2.80% I ° c6 i m a ! PVI STA: ST,4 4111. Q4 ! a -Tc Ow _ _ _ _ .. _ Frfi ECE1 POINT - X22 2 I�o �,� b .. --- -_......... M N I LVC: 0 r ao i or i I co s o + °s n M M - i tn Q � II r 4.69 - O _V1 W > r Q ji `� ~ w i M M i IQI M N J -- 1 0 W_- --- ! _ --t._ ___ O 48 -- i a I I - i EXIS71NG 4 - 4 SOP OF EXIS 2 i z TEEL WATER MAIN �_ -_- ; , ,r r N -7 L01 I I w i ao - - M E .- 208 LF OF - i N - P EWER N- a MAI S s II r I 3 I I I I I j I FROM STA 3 00.00 TO ST I I I L LAg TOP OF 8 CLASS-/ M __� - M I . 5 PVC WA - � w w g�- r E f i II o0 s v z_3 . I I 3 U O I I I^ o 3 a J 0c0 ON rx.0E 5.00 hI r 0 SF MIN) z z s z z of I Sao ti ui i I ¢ ^� 4 O +Z O M - O O O 3 c - f 0 II � M � II i- I II M o o- - -- A ARE KNOWN TO EAST iN THE AREA. INFORMATION MOWN 1S- __PER, BEST- AViLABLE - -RE 4101FI AIM. - -- -4mcr 4L ANDI VERTICAL LOCATION OF EXISTING U7:7L171 E S UNKN OWN. OR__T0- .MELD-- VERIFI1,10CATION__ C .__EXISTING 07XI77ES-- P.R4ff_T0 MATERIALS AND CONSTRUCTION CONTRACTOR SHALL TIFY OF WOK OF ANY DISCREPANCIES S BETWEEN A TUAL LOCA77ON LOCATION 70F UTiLITiES UPfNV DI VERY C DISCREPANC . i Q WATER DATA TABLE LINE LENGTH CHORD/BEARING COMMENTS <D> 70.79' N W-56'41 " W 8' PVC CLASS 305 1 4 2 28.64' N 43'5641 " W 8" PVC CLASS 305 3 394.50' N 8856'41" W 8' PVC CLASS 305 170.62' N 0127'50' E 8" PVC CLASS 305 -2.809; i o y i a SCALE HO CTO s d TO FIELD POTHOLE. IF FIELD � _ S WIRE' 8 INCH PVC WATER TO G w i 6 F MINIMUM CLEARANCEEEQUI ED APPROXIMATE EXISTING GR ADE AT CENTERLINE N 00 N N I UJ01 O� €�ri ^ 0 I + w i N ___t____1_60._5_6_' I'OP OF CURB ELEVATION tML -D9 -RA PVI STA:4 +80.Oi PVI ELEr 328.5; LVC: 40.0 M e O z O J; r� 2.80% I ° c6 i m a ! PVI STA: ST,4 4111. Q4 ! a -Tc Ow _ _ _ _ .. _ Frfi ECE1 POINT - X22 2 I�o �,� b .. --- -_......... M N I LVC: 0 r ao i or i I co s o + °s n M M - i tn Q � II r 4.69 - O _V1 W > r Q ji `� ~ w i M M i IQI M N J -- 1 0 W_- --- ! _ --t._ ___ O 48 -- i a I I - i EXIS71NG 4 - 4 SOP OF EXIS 2 i z TEEL WATER MAIN �_ -_- ; , ,r r N -7 L01 I I w i ao - - M E .- 208 LF OF - i N - P EWER N- a MAI S s II r I 3 I I I I I j I FROM STA 3 00.00 TO ST 7 +49.06 TO OF 6' CURB 12' LEFT = �L ELEV + 0 74' _. i PVI STA: 7+29.00 a c.) Q o0 ___.._.._____RWELEV:.3-4,3-4:2--- -. - - -- .___.� _.-- - -_.__ vi ui _ z_3 . cz. I (kc I LVC:40.0 N I I^ o 3 a -2.809; i o y i a SCALE HO CTO s d TO FIELD POTHOLE. IF FIELD � _ S WIRE' 8 INCH PVC WATER TO G w i 6 F MINIMUM CLEARANCEEEQUI ED APPROXIMATE EXISTING GR ADE AT CENTERLINE N 00 N N I UJ01 O� €�ri ^ 0 I + w i N ___t____1_60._5_6_' I'OP OF CURB ELEVATION tML -D9 -RA PVI STA:4 +80.Oi PVI ELEr 328.5; LVC: 40.0 M e O z O J; r� 2.80% I ° c6 i m a ! PVI STA: ST,4 4111. Q4 ! a -Tc Ow _ _ _ _ .. _ Frfi ECE1 POINT - X22 2 I�o �,� b .. --- -_......... M N I LVC: 0 r ao i or i I co s o + °s n M M - i tn Q � II r 4.69 - O _V1 W > r Q ji `� ~ w i M M i IQI M N J -- 1 0 W_- --- ! _ --t._ ___ O 48 -- i a I I - i EXIS71NG 4 - 4 SOP OF EXIS 2 i z TEEL WATER MAIN �_ -_- ; , ,r r N -7 L01 I I w i ao - - M E .- 208 LF OF - i N - P EWER N- a MAI S s II r I 3 I I I I I j I FROM STA 3 00.00 TO ST 7 +49.06 TO OF 6' CURB 12' LEFT = �L ELEV + 0 74' _. i PVI STA: 7+29.00 a c.) Q o0 ___.._.._____RWELEV:.3-4,3-4:2--- -. - - -- .___.� _.-- - -_.__ vi ui _ z_3 . cz. I (kc I LVC:40.0 N I I^ o 3 a 0c0 ON 5.00 0� as f1 u1,a2 i M M i IQI M N J -- 1 0 W_- --- ! _ --t._ ___ O 48 -- i a I I - i EXIS71NG 4 - 4 SOP OF EXIS 2 i z TEEL WATER MAIN �_ -_- ; , ,r r N -7 L01 I I w i ao - - M E .- 208 LF OF - i N - P EWER N- a MAI S s II r I 3 I I I I I j I FROM STA 3 00.00 TO ST 7 +49.06 TO OF 6' CURB 12' LEFT = �L ELEV + 0 74' _. i PVI STA: 7+29.00 a c.) Q o0 ___.._.._____RWELEV:.3-4,3-4:2--- -. - - -- .___.� _.-- - -_.__ vi ui _ z_3 . cz. I (kc I LVC:40.0 N I I^ o 3 a 0c0 ON 5.00 0� as f1 u1,a2 0 + i oo >v ��- --- -- '- - ti ui i I ¢ ^� 4 O +Z O .0) rn m ( 1.009 w -2.00% w} i O LJ , ! E zi y -- e w w 9.0 f �' II t i I i i - -- i -- 70P._OF- 8'PV'C---- T - -- - -- - j CLASS 305 a g L 4 .. __. __.___.._..._.... _- .- .._.._._. -._,_ _____- .. - - - - -- ._ „. _-_____.__.3.. __ ..___ _. E_._ -- ___._......_ _ _. WATER_.MAIN ^ � i I 0 c i ¢ I Y d. { mm .. - _._,.... .. cc'q zt; e z Qc R i� jct L-4 � n LO 7 I PUBLIC an SDR 35 U LO O PVC SE R MANN r rn rn N 1- W ^ _ - -- - -_ cu _ _. _ __.__..___ ..- ___. -- h_ __._.__.__ _._- ____ -- _._.L_- ... LO M - - - - - -- w z� I i V� 20 S�CT'ON 0� C-30� V q TOP EXISTING 16 PROf�ILE V1� -Iw: LAUREL CO LA (PVT) i Piet± TO BE CENTF�RED AT THE t WATER MAW,__'---'------- I - -Mkl�d BHNG CROS$ED 1 SCALE., HOk1Z: 1"=20' s s i ' � VERT 1 " =9' � i i I E EXIS77NG 9.5' X 10.3' AiR VAC VAULT TO REMAIN � 0 SAN CLEMENTE STA 9 +66.68 . ' �` / VAL TS T 11.8 RT, INSTALL 90 HORIZ ��__ BEND W/ THRUST BLOCK �- -- (22.7 SF MIN) PER WAS WT-01 . s ,, - - - - - - q T ,. . O O SEWER DATA TABLE LINE LENGTH CHORD/BEARING COMMENTS O 203.37' N 8856'41" W 8" PVC SDR - 35 42> 202.50' N 8856'41" W 8' PVC SDR - 35 03 152.53' N 0127'50" E 8" PVC SDR - 35 ^oo ot � Ix d' to M M h O N E rry M h M M h M 2 M Z oiZ� �M 2 M 2 M -- M z z oxw® z ^ F a O O V + + + `*� +� + + I M •r Q to 1X I I ti Q ti .¢ EASEMENT NOTES: ; EI I I q X- iX- X -X -X- '' `' ~ to ~ '' 1 WATERLINE EASEMENT TO SAN DIEGUITO WATER DISTRICT w Q o d PER FINAL MAP 20 PUBLIC SEWER EASEMENT II 3 I _ 64 TO THE CITY OF ENCINITAS PLAN VIEW LAUREL COVE LANE (PY 0 j 10 � E ® 5' WIDE GENERAL UTILITY EASEMENT TO THE CITY OF PER FINAL MAP I I i 2 Q SCALE 1 =20 ENCINITAS PER FINAL MAP II ;;) I \I I I ^ 3 w Vil N M N m M 3 Lei It U) Z z rn M a`fo wo`rma (o c+e �aoN2 �J�� y�� N .- Z 3 Q3 PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF O s I I op M W W ENCINITAS PER FINAL MAP TA 6 .O6 -10.59 LT t z "�'r ¢ ¢ SEWERLAMRAL. TABLE LA7ER4L TABLE ® EXISTING 10' PUBLIC SEWER EASEMENT PER MAP 4246 ti ¢ i LOT STATION IE 0 MAIN IE ® PL DROP TO LENGTH SLOPE FG 0 PL DEPTH PAD EL LOT STATION IE 0 MAIN IE 0 PL DROP N 0 LENGTH SLOPE FG 0 PL ®PpL PAD EL 05 Lit WATERLINE EASEMENT TO SAN DIEGUITO WATER DISTRICT 3 _ - ' I + y MAIN 0 PL PER DOC REC - z ¢ � 1 SAN AN 9 +33.08 319.75' 321.14' 1.20 18.9' 1.07. 323.4' 23 321.8 6 PVT RD 5 +27.41 322.87 324.14' 1.20' 3.5' 2.0% 331.0 6.9 332.4 2 SAN AN 8+64.07 319.44' 320.85' 1 1.20' 10.6' 2.0% 323.0' 2.1 322.2 7 PVT RD 5 +72.34 325.04' 326.31' 1.20' 3.5' 2.0% 333.1' 6.8' 334.7 CONSTRUCTION NOTES THIS SHEET 4 5 3 PVT RD 3 +47.73 320.15' 321.50' 1 1.20' 7.4' 2.0% 325.1' 3.6' 326.9 8 PVT RD 6 +47.03 328.65' 329.92' 1.20' 3.5' 2.0% 336.7' 6.8' 338.2 O INSTALL 4' PVC SEWER LATERAL PER SDRSD SS -01 I 3 I i 6 SAN CLEMENTE STA 8 +40.00 11.95 RT 4 PVT RD 3 +90.28 320.35' 321.62' 1.20' 3.5' 2.0% 326.4' 4.8° 327.8 9 PVT RD 6 +84.75 330.47' 331.75' 1.20' 3.75' 2.0% 339.6' 1 7.9' 1 341.9 I INSTALL 2' MAR PER WAS WA -07 1 5 PVT RD 4 +61.49 320.70' 1 321.97' 1 1.20' 1 3.5' 1 2.0% 328.3' 1 6.3' 1 329.4 IH O INSTALL In DUAL DOMES71CIFIRE WATER SERVCE AND METER PER WAS WS -09, WC -17 �Lj j I I1�' SAN CLEMENTE STA 7 +96.06 -0.0 LT 6 3 INSTALL 60" SEWER MANHOLE PER SDRSD SM -02. NEW MANHOLES SHALL BE LINED " - MH #3 o AND SPARK TESTED WITH AN APPROVED EPDXY LINING SYSTEM EXISTING 8 VCR (RIM 323.53) SEWER MAIN PER ! a? ® INSTALL SEWER CLEANOUT PER SDRSD SC -01 COUNTY TM 2063 3 (IE IN = 319.2) 1 11 (1€ OUT = 319.1) CONNECT TO EXIS71NG 6" ACP WATER MAIN PER DETAIL THIS SHEET o0 I SAN CLEMENTE STA 7 +96.06 -12.0 RT 5 © DEMOLISH EXIS77NG SEWER MANHOLE. EXIS71NG SEWER MANHOLE TO BE REMOVED AND EXIS71NG 6" ACP WATER REPLACED PER SDRSD SM -02. MAIN TO REMAIN MAHOLE DATA TABLE MANHOLE ID NUMBER PIPE LENGTH PIPE DIA. PIPE SLOPE MH RIM EL. FEET UPS MH IN RT DOWN MH INVERT MH DEPTH NO. OF LINES (FEET) EL. FEET EL. FEET FEET THROUGH MH UPS DOWN (FEET) (INCHES) MATERIAL % UPS DOWN IN OUT IN OUT UPS DOWN UPS DOWN #1 TO #2 202.50 8 PVC SDR -35 0.50% 328.7 323.1 320.8 320.7 1 319.9 319.7 8.0 5.5 2 2 #2 TO #3 152.53 8 PVC SDR -35 0.40% 323.1 323.53 319.9 319.7 1 319.2 1 319.1 5.5 7.4 2 2 i-- Z Q ^ i- �w I cr Mmh to ^cc ^cn ^ N =(J 2 o lz: o�ma rn ^ N IQ- Q ? 3 O GRAPHIC SCALE 1 " =20' I� 1 I CL OON cj 00 OQSe¢QW 2 00, 0 3 LLI p >0h y oc�ilaa��W ^WJOo3a.® WQVwi W Z W U N z¢�S co 3 Q: y /RGLA o No. 80356 Exp. 12/31/16 " EXISTING GATE VALVE AT SAN 20 0 20 40 60 �ph 858.259.8212 1 fr 858.259.4812 1 jileaengineering.com 7 INSTALL 1 IRRIGATION SERVICE METER & BACKFtOW DEVICE PER WS -Di & WR -01 ANDRADE DR TO REMAIN REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT _._oESl6 K BY DI CHECKED GL BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. 17 CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS -F-vt 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZONTAL --l"=20' STORM DRAIN CURB INLET. LOCATED ON THE T R G LAWSON DATE R.C.E. NO. 8035!l�¢6 BY MAS1H MAHER BY LAUREL COVE - 720 BALOUR DRIVE �� ®� NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL NuV_ tER G LAWSON - EDWgR9 W• pERNE II ELEVATION: 182.995' DATUM: NAVD88 EXP. 12 -31 -16 12 1¢� b DATE: _ Z-1 i(o CASE NO. 13 -267 TMBD /DR /CDP /MNO APN: 259- 101 -22 & 23 REVIEWER CTOR SENIOR ENGINEER DATE. - � SHEET 3 OF 3 PREPARED: 511112016 REVISED: 9123/:016 PLSA 2112 l� OVA PUBLIC an SDR 35 U LO O PVC SE R MANN r rn rn N 1- W ^ _ - -- - -_ cu _ _. _ __.__..___ ..- ___. -- h_ __._.__.__ _._- ____ -- _._.L_- ... LO M - - - - - -- w z� I i V� 20 S�CT'ON 0� C-30� V q TOP EXISTING 16 PROf�ILE V1� -Iw: LAUREL CO LA (PVT) i Piet± TO BE CENTF�RED AT THE t WATER MAW,__'---'------- I - -Mkl�d BHNG CROS$ED 1 SCALE., HOk1Z: 1"=20' s s i ' � VERT 1 " =9' � i i I E EXIS77NG 9.5' X 10.3' AiR VAC VAULT TO REMAIN � 0 SAN CLEMENTE STA 9 +66.68 . ' �` / VAL TS T 11.8 RT, INSTALL 90 HORIZ ��__ BEND W/ THRUST BLOCK �- -- (22.7 SF MIN) PER WAS WT-01 . s ,, - - - - - - q T ,. . O O SEWER DATA TABLE LINE LENGTH CHORD/BEARING COMMENTS O 203.37' N 8856'41" W 8" PVC SDR - 35 42> 202.50' N 8856'41" W 8' PVC SDR - 35 03 152.53' N 0127'50" E 8" PVC SDR - 35 ^oo ot � Ix d' to M M h O N E rry M h M M h M 2 M Z oiZ� �M 2 M 2 M -- M z z oxw® z ^ F a O O V + + + `*� +� + + I M •r Q to 1X I I ti Q ti .¢ EASEMENT NOTES: ; EI I I q X- iX- X -X -X- '' `' ~ to ~ '' 1 WATERLINE EASEMENT TO SAN DIEGUITO WATER DISTRICT w Q o d PER FINAL MAP 20 PUBLIC SEWER EASEMENT II 3 I _ 64 TO THE CITY OF ENCINITAS PLAN VIEW LAUREL COVE LANE (PY 0 j 10 � E ® 5' WIDE GENERAL UTILITY EASEMENT TO THE CITY OF PER FINAL MAP I I i 2 Q SCALE 1 =20 ENCINITAS PER FINAL MAP II ;;) I \I I I ^ 3 w Vil N M N m M 3 Lei It U) Z z rn M a`fo wo`rma (o c+e �aoN2 �J�� y�� N .- Z 3 Q3 PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF O s I I op M W W ENCINITAS PER FINAL MAP TA 6 .O6 -10.59 LT t z "�'r ¢ ¢ SEWERLAMRAL. TABLE LA7ER4L TABLE ® EXISTING 10' PUBLIC SEWER EASEMENT PER MAP 4246 ti ¢ i LOT STATION IE 0 MAIN IE ® PL DROP TO LENGTH SLOPE FG 0 PL DEPTH PAD EL LOT STATION IE 0 MAIN IE 0 PL DROP N 0 LENGTH SLOPE FG 0 PL ®PpL PAD EL 05 Lit WATERLINE EASEMENT TO SAN DIEGUITO WATER DISTRICT 3 _ - ' I + y MAIN 0 PL PER DOC REC - z ¢ � 1 SAN AN 9 +33.08 319.75' 321.14' 1.20 18.9' 1.07. 323.4' 23 321.8 6 PVT RD 5 +27.41 322.87 324.14' 1.20' 3.5' 2.0% 331.0 6.9 332.4 2 SAN AN 8+64.07 319.44' 320.85' 1 1.20' 10.6' 2.0% 323.0' 2.1 322.2 7 PVT RD 5 +72.34 325.04' 326.31' 1.20' 3.5' 2.0% 333.1' 6.8' 334.7 CONSTRUCTION NOTES THIS SHEET 4 5 3 PVT RD 3 +47.73 320.15' 321.50' 1 1.20' 7.4' 2.0% 325.1' 3.6' 326.9 8 PVT RD 6 +47.03 328.65' 329.92' 1.20' 3.5' 2.0% 336.7' 6.8' 338.2 O INSTALL 4' PVC SEWER LATERAL PER SDRSD SS -01 I 3 I i 6 SAN CLEMENTE STA 8 +40.00 11.95 RT 4 PVT RD 3 +90.28 320.35' 321.62' 1.20' 3.5' 2.0% 326.4' 4.8° 327.8 9 PVT RD 6 +84.75 330.47' 331.75' 1.20' 3.75' 2.0% 339.6' 1 7.9' 1 341.9 I INSTALL 2' MAR PER WAS WA -07 1 5 PVT RD 4 +61.49 320.70' 1 321.97' 1 1.20' 1 3.5' 1 2.0% 328.3' 1 6.3' 1 329.4 IH O INSTALL In DUAL DOMES71CIFIRE WATER SERVCE AND METER PER WAS WS -09, WC -17 �Lj j I I1�' SAN CLEMENTE STA 7 +96.06 -0.0 LT 6 3 INSTALL 60" SEWER MANHOLE PER SDRSD SM -02. NEW MANHOLES SHALL BE LINED " - MH #3 o AND SPARK TESTED WITH AN APPROVED EPDXY LINING SYSTEM EXISTING 8 VCR (RIM 323.53) SEWER MAIN PER ! a? ® INSTALL SEWER CLEANOUT PER SDRSD SC -01 COUNTY TM 2063 3 (IE IN = 319.2) 1 11 (1€ OUT = 319.1) CONNECT TO EXIS71NG 6" ACP WATER MAIN PER DETAIL THIS SHEET o0 I SAN CLEMENTE STA 7 +96.06 -12.0 RT 5 © DEMOLISH EXIS77NG SEWER MANHOLE. EXIS71NG SEWER MANHOLE TO BE REMOVED AND EXIS71NG 6" ACP WATER REPLACED PER SDRSD SM -02. MAIN TO REMAIN MAHOLE DATA TABLE MANHOLE ID NUMBER PIPE LENGTH PIPE DIA. PIPE SLOPE MH RIM EL. FEET UPS MH IN RT DOWN MH INVERT MH DEPTH NO. OF LINES (FEET) EL. FEET EL. FEET FEET THROUGH MH UPS DOWN (FEET) (INCHES) MATERIAL % UPS DOWN IN OUT IN OUT UPS DOWN UPS DOWN #1 TO #2 202.50 8 PVC SDR -35 0.50% 328.7 323.1 320.8 320.7 1 319.9 319.7 8.0 5.5 2 2 #2 TO #3 152.53 8 PVC SDR -35 0.40% 323.1 323.53 319.9 319.7 1 319.2 1 319.1 5.5 7.4 2 2 i-- Z Q ^ i- �w I cr Mmh to ^cc ^cn ^ N =(J 2 o lz: o�ma rn ^ N IQ- Q ? 3 O GRAPHIC SCALE 1 " =20' I� 1 I CL OON cj 00 OQSe¢QW 2 00, 0 3 LLI p >0h y oc�ilaa��W ^WJOo3a.® WQVwi W Z W U N z¢�S co 3 Q: y /RGLA o No. 80356 Exp. 12/31/16 " EXISTING GATE VALVE AT SAN 20 0 20 40 60 �ph 858.259.8212 1 fr 858.259.4812 1 jileaengineering.com 7 INSTALL 1 IRRIGATION SERVICE METER & BACKFtOW DEVICE PER WS -Di & WR -01 ANDRADE DR TO REMAIN REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT _._oESl6 K BY DI CHECKED GL BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. 17 CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS -F-vt 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZONTAL --l"=20' STORM DRAIN CURB INLET. LOCATED ON THE T R G LAWSON DATE R.C.E. NO. 8035!l�¢6 BY MAS1H MAHER BY LAUREL COVE - 720 BALOUR DRIVE �� ®� NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL NuV_ tER G LAWSON - EDWgR9 W• pERNE II ELEVATION: 182.995' DATUM: NAVD88 EXP. 12 -31 -16 12 1¢� b DATE: _ Z-1 i(o CASE NO. 13 -267 TMBD /DR /CDP /MNO APN: 259- 101 -22 & 23 REVIEWER CTOR SENIOR ENGINEER DATE. - � SHEET 3 OF 3 PREPARED: 511112016 REVISED: 9123/:016 PLSA 2112 l� OVA O SEWER DATA TABLE LINE LENGTH CHORD/BEARING COMMENTS O 203.37' N 8856'41" W 8" PVC SDR - 35 42> 202.50' N 8856'41" W 8' PVC SDR - 35 03 152.53' N 0127'50" E 8" PVC SDR - 35 ^oo ot � Ix d' to M M h O N E rry M h M M h M 2 M Z oiZ� �M 2 M 2 M -- M z z oxw® z ^ F a O O V + + + `*� +� + + I M •r Q to 1X I I ti Q ti .¢ EASEMENT NOTES: ; EI I I q X- iX- X -X -X- '' `' ~ to ~ '' 1 WATERLINE EASEMENT TO SAN DIEGUITO WATER DISTRICT w Q o d PER FINAL MAP 20 PUBLIC SEWER EASEMENT II 3 I _ 64 TO THE CITY OF ENCINITAS PLAN VIEW LAUREL COVE LANE (PY 0 j 10 � E ® 5' WIDE GENERAL UTILITY EASEMENT TO THE CITY OF PER FINAL MAP I I i 2 Q SCALE 1 =20 ENCINITAS PER FINAL MAP II ;;) I \I I I ^ 3 w Vil N M N m M 3 Lei It U) Z z rn M a`fo wo`rma (o c+e �aoN2 �J�� y�� N .- Z 3 Q3 PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF O s I I op M W W ENCINITAS PER FINAL MAP TA 6 .O6 -10.59 LT t z "�'r ¢ ¢ SEWERLAMRAL. TABLE LA7ER4L TABLE ® EXISTING 10' PUBLIC SEWER EASEMENT PER MAP 4246 ti ¢ i LOT STATION IE 0 MAIN IE ® PL DROP TO LENGTH SLOPE FG 0 PL DEPTH PAD EL LOT STATION IE 0 MAIN IE 0 PL DROP N 0 LENGTH SLOPE FG 0 PL ®PpL PAD EL 05 Lit WATERLINE EASEMENT TO SAN DIEGUITO WATER DISTRICT 3 _ - ' I + y MAIN 0 PL PER DOC REC - z ¢ � 1 SAN AN 9 +33.08 319.75' 321.14' 1.20 18.9' 1.07. 323.4' 23 321.8 6 PVT RD 5 +27.41 322.87 324.14' 1.20' 3.5' 2.0% 331.0 6.9 332.4 2 SAN AN 8+64.07 319.44' 320.85' 1 1.20' 10.6' 2.0% 323.0' 2.1 322.2 7 PVT RD 5 +72.34 325.04' 326.31' 1.20' 3.5' 2.0% 333.1' 6.8' 334.7 CONSTRUCTION NOTES THIS SHEET 4 5 3 PVT RD 3 +47.73 320.15' 321.50' 1 1.20' 7.4' 2.0% 325.1' 3.6' 326.9 8 PVT RD 6 +47.03 328.65' 329.92' 1.20' 3.5' 2.0% 336.7' 6.8' 338.2 O INSTALL 4' PVC SEWER LATERAL PER SDRSD SS -01 I 3 I i 6 SAN CLEMENTE STA 8 +40.00 11.95 RT 4 PVT RD 3 +90.28 320.35' 321.62' 1.20' 3.5' 2.0% 326.4' 4.8° 327.8 9 PVT RD 6 +84.75 330.47' 331.75' 1.20' 3.75' 2.0% 339.6' 1 7.9' 1 341.9 I INSTALL 2' MAR PER WAS WA -07 1 5 PVT RD 4 +61.49 320.70' 1 321.97' 1 1.20' 1 3.5' 1 2.0% 328.3' 1 6.3' 1 329.4 IH O INSTALL In DUAL DOMES71CIFIRE WATER SERVCE AND METER PER WAS WS -09, WC -17 �Lj j I I1�' SAN CLEMENTE STA 7 +96.06 -0.0 LT 6 3 INSTALL 60" SEWER MANHOLE PER SDRSD SM -02. NEW MANHOLES SHALL BE LINED " - MH #3 o AND SPARK TESTED WITH AN APPROVED EPDXY LINING SYSTEM EXISTING 8 VCR (RIM 323.53) SEWER MAIN PER ! a? ® INSTALL SEWER CLEANOUT PER SDRSD SC -01 COUNTY TM 2063 3 (IE IN = 319.2) 1 11 (1€ OUT = 319.1) CONNECT TO EXIS71NG 6" ACP WATER MAIN PER DETAIL THIS SHEET o0 I SAN CLEMENTE STA 7 +96.06 -12.0 RT 5 © DEMOLISH EXIS77NG SEWER MANHOLE. EXIS71NG SEWER MANHOLE TO BE REMOVED AND EXIS71NG 6" ACP WATER REPLACED PER SDRSD SM -02. MAIN TO REMAIN MAHOLE DATA TABLE MANHOLE ID NUMBER PIPE LENGTH PIPE DIA. PIPE SLOPE MH RIM EL. FEET UPS MH IN RT DOWN MH INVERT MH DEPTH NO. OF LINES (FEET) EL. FEET EL. FEET FEET THROUGH MH UPS DOWN (FEET) (INCHES) MATERIAL % UPS DOWN IN OUT IN OUT UPS DOWN UPS DOWN #1 TO #2 202.50 8 PVC SDR -35 0.50% 328.7 323.1 320.8 320.7 1 319.9 319.7 8.0 5.5 2 2 #2 TO #3 152.53 8 PVC SDR -35 0.40% 323.1 323.53 319.9 319.7 1 319.2 1 319.1 5.5 7.4 2 2 i-- Z Q ^ i- �w I cr Mmh to ^cc ^cn ^ N =(J 2 o lz: o�ma rn ^ N IQ- Q ? 3 O GRAPHIC SCALE 1 " =20' I� 1 I CL OON cj 00 OQSe¢QW 2 00, 0 3 LLI p >0h y oc�ilaa��W ^WJOo3a.® WQVwi W Z W U N z¢�S co 3 Q: y /RGLA o No. 80356 Exp. 12/31/16 " EXISTING GATE VALVE AT SAN 20 0 20 40 60 �ph 858.259.8212 1 fr 858.259.4812 1 jileaengineering.com 7 INSTALL 1 IRRIGATION SERVICE METER & BACKFtOW DEVICE PER WS -Di & WR -01 ANDRADE DR TO REMAIN REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT _._oESl6 K BY DI CHECKED GL BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. 17 CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS -F-vt 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZONTAL --l"=20' STORM DRAIN CURB INLET. LOCATED ON THE T R G LAWSON DATE R.C.E. NO. 8035!l�¢6 BY MAS1H MAHER BY LAUREL COVE - 720 BALOUR DRIVE �� ®� NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL NuV_ tER G LAWSON - EDWgR9 W• pERNE II ELEVATION: 182.995' DATUM: NAVD88 EXP. 12 -31 -16 12 1¢� b DATE: _ Z-1 i(o CASE NO. 13 -267 TMBD /DR /CDP /MNO APN: 259- 101 -22 & 23 REVIEWER CTOR SENIOR ENGINEER DATE. - � SHEET 3 OF 3 PREPARED: 511112016 REVISED: 9123/:016 PLSA 2112 l� OVA ^oo ot � Ix d' to M M h O N E rry M h M M h M 2 M Z oiZ� �M 2 M 2 M -- M z z oxw® z ^ F a O O V + + + `*� +� + + I M •r Q to 1X I I ti Q ti .¢ EASEMENT NOTES: ; EI I I q X- iX- X -X -X- '' `' ~ to ~ '' 1 WATERLINE EASEMENT TO SAN DIEGUITO WATER DISTRICT w Q o d PER FINAL MAP 20 PUBLIC SEWER EASEMENT II 3 I _ 64 TO THE CITY OF ENCINITAS PLAN VIEW LAUREL COVE LANE (PY 0 j 10 � E ® 5' WIDE GENERAL UTILITY EASEMENT TO THE CITY OF PER FINAL MAP I I i 2 Q SCALE 1 =20 ENCINITAS PER FINAL MAP II ;;) I \I I I ^ 3 w Vil N M N m M 3 Lei It U) Z z rn M a`fo wo`rma (o c+e �aoN2 �J�� y�� N .- Z 3 Q3 PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF O s I I op M W W ENCINITAS PER FINAL MAP TA 6 .O6 -10.59 LT t z "�'r ¢ ¢ SEWERLAMRAL. TABLE LA7ER4L TABLE ® EXISTING 10' PUBLIC SEWER EASEMENT PER MAP 4246 ti ¢ i LOT STATION IE 0 MAIN IE ® PL DROP TO LENGTH SLOPE FG 0 PL DEPTH PAD EL LOT STATION IE 0 MAIN IE 0 PL DROP N 0 LENGTH SLOPE FG 0 PL ®PpL PAD EL 05 Lit WATERLINE EASEMENT TO SAN DIEGUITO WATER DISTRICT 3 _ - ' I + y MAIN 0 PL PER DOC REC - z ¢ � 1 SAN AN 9 +33.08 319.75' 321.14' 1.20 18.9' 1.07. 323.4' 23 321.8 6 PVT RD 5 +27.41 322.87 324.14' 1.20' 3.5' 2.0% 331.0 6.9 332.4 2 SAN AN 8+64.07 319.44' 320.85' 1 1.20' 10.6' 2.0% 323.0' 2.1 322.2 7 PVT RD 5 +72.34 325.04' 326.31' 1.20' 3.5' 2.0% 333.1' 6.8' 334.7 CONSTRUCTION NOTES THIS SHEET 4 5 3 PVT RD 3 +47.73 320.15' 321.50' 1 1.20' 7.4' 2.0% 325.1' 3.6' 326.9 8 PVT RD 6 +47.03 328.65' 329.92' 1.20' 3.5' 2.0% 336.7' 6.8' 338.2 O INSTALL 4' PVC SEWER LATERAL PER SDRSD SS -01 I 3 I i 6 SAN CLEMENTE STA 8 +40.00 11.95 RT 4 PVT RD 3 +90.28 320.35' 321.62' 1.20' 3.5' 2.0% 326.4' 4.8° 327.8 9 PVT RD 6 +84.75 330.47' 331.75' 1.20' 3.75' 2.0% 339.6' 1 7.9' 1 341.9 I INSTALL 2' MAR PER WAS WA -07 1 5 PVT RD 4 +61.49 320.70' 1 321.97' 1 1.20' 1 3.5' 1 2.0% 328.3' 1 6.3' 1 329.4 IH O INSTALL In DUAL DOMES71CIFIRE WATER SERVCE AND METER PER WAS WS -09, WC -17 �Lj j I I1�' SAN CLEMENTE STA 7 +96.06 -0.0 LT 6 3 INSTALL 60" SEWER MANHOLE PER SDRSD SM -02. NEW MANHOLES SHALL BE LINED " - MH #3 o AND SPARK TESTED WITH AN APPROVED EPDXY LINING SYSTEM EXISTING 8 VCR (RIM 323.53) SEWER MAIN PER ! a? ® INSTALL SEWER CLEANOUT PER SDRSD SC -01 COUNTY TM 2063 3 (IE IN = 319.2) 1 11 (1€ OUT = 319.1) CONNECT TO EXIS71NG 6" ACP WATER MAIN PER DETAIL THIS SHEET o0 I SAN CLEMENTE STA 7 +96.06 -12.0 RT 5 © DEMOLISH EXIS77NG SEWER MANHOLE. EXIS71NG SEWER MANHOLE TO BE REMOVED AND EXIS71NG 6" ACP WATER REPLACED PER SDRSD SM -02. MAIN TO REMAIN MAHOLE DATA TABLE MANHOLE ID NUMBER PIPE LENGTH PIPE DIA. PIPE SLOPE MH RIM EL. FEET UPS MH IN RT DOWN MH INVERT MH DEPTH NO. OF LINES (FEET) EL. FEET EL. FEET FEET THROUGH MH UPS DOWN (FEET) (INCHES) MATERIAL % UPS DOWN IN OUT IN OUT UPS DOWN UPS DOWN #1 TO #2 202.50 8 PVC SDR -35 0.50% 328.7 323.1 320.8 320.7 1 319.9 319.7 8.0 5.5 2 2 #2 TO #3 152.53 8 PVC SDR -35 0.40% 323.1 323.53 319.9 319.7 1 319.2 1 319.1 5.5 7.4 2 2 i-- Z Q ^ i- �w I cr Mmh to ^cc ^cn ^ N =(J 2 o lz: o�ma rn ^ N IQ- Q ? 3 O GRAPHIC SCALE 1 " =20' I� 1 I CL OON cj 00 OQSe¢QW 2 00, 0 3 LLI p >0h y oc�ilaa��W ^WJOo3a.® WQVwi W Z W U N z¢�S co 3 Q: y /RGLA o No. 80356 Exp. 12/31/16 " EXISTING GATE VALVE AT SAN 20 0 20 40 60 �ph 858.259.8212 1 fr 858.259.4812 1 jileaengineering.com 7 INSTALL 1 IRRIGATION SERVICE METER & BACKFtOW DEVICE PER WS -Di & WR -01 ANDRADE DR TO REMAIN REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT _._oESl6 K BY DI CHECKED GL BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. 17 CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS -F-vt 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZONTAL --l"=20' STORM DRAIN CURB INLET. LOCATED ON THE T R G LAWSON DATE R.C.E. NO. 8035!l�¢6 BY MAS1H MAHER BY LAUREL COVE - 720 BALOUR DRIVE �� ®� NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL NuV_ tER G LAWSON - EDWgR9 W• pERNE II ELEVATION: 182.995' DATUM: NAVD88 EXP. 12 -31 -16 12 1¢� b DATE: _ Z-1 i(o CASE NO. 13 -267 TMBD /DR /CDP /MNO APN: 259- 101 -22 & 23 REVIEWER CTOR SENIOR ENGINEER DATE. - � SHEET 3 OF 3 PREPARED: 511112016 REVISED: 9123/:016 PLSA 2112 l� OVA 1X I I ti Q ti .¢ EASEMENT NOTES: ; EI I I q X- iX- X -X -X- '' `' ~ to ~ '' 1 WATERLINE EASEMENT TO SAN DIEGUITO WATER DISTRICT w Q o d PER FINAL MAP 20 PUBLIC SEWER EASEMENT II 3 I _ 64 TO THE CITY OF ENCINITAS PLAN VIEW LAUREL COVE LANE (PY 0 j 10 � E ® 5' WIDE GENERAL UTILITY EASEMENT TO THE CITY OF PER FINAL MAP I I i 2 Q SCALE 1 =20 ENCINITAS PER FINAL MAP II ;;) I \I I I ^ 3 w Vil N M N m M 3 Lei It U) Z z rn M a`fo wo`rma (o c+e �aoN2 �J�� y�� N .- Z 3 Q3 PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF O s I I op M W W ENCINITAS PER FINAL MAP TA 6 .O6 -10.59 LT t z "�'r ¢ ¢ SEWERLAMRAL. TABLE LA7ER4L TABLE ® EXISTING 10' PUBLIC SEWER EASEMENT PER MAP 4246 ti ¢ i LOT STATION IE 0 MAIN IE ® PL DROP TO LENGTH SLOPE FG 0 PL DEPTH PAD EL LOT STATION IE 0 MAIN IE 0 PL DROP N 0 LENGTH SLOPE FG 0 PL ®PpL PAD EL 05 Lit WATERLINE EASEMENT TO SAN DIEGUITO WATER DISTRICT 3 _ - ' I + y MAIN 0 PL PER DOC REC - z ¢ � 1 SAN AN 9 +33.08 319.75' 321.14' 1.20 18.9' 1.07. 323.4' 23 321.8 6 PVT RD 5 +27.41 322.87 324.14' 1.20' 3.5' 2.0% 331.0 6.9 332.4 2 SAN AN 8+64.07 319.44' 320.85' 1 1.20' 10.6' 2.0% 323.0' 2.1 322.2 7 PVT RD 5 +72.34 325.04' 326.31' 1.20' 3.5' 2.0% 333.1' 6.8' 334.7 CONSTRUCTION NOTES THIS SHEET 4 5 3 PVT RD 3 +47.73 320.15' 321.50' 1 1.20' 7.4' 2.0% 325.1' 3.6' 326.9 8 PVT RD 6 +47.03 328.65' 329.92' 1.20' 3.5' 2.0% 336.7' 6.8' 338.2 O INSTALL 4' PVC SEWER LATERAL PER SDRSD SS -01 I 3 I i 6 SAN CLEMENTE STA 8 +40.00 11.95 RT 4 PVT RD 3 +90.28 320.35' 321.62' 1.20' 3.5' 2.0% 326.4' 4.8° 327.8 9 PVT RD 6 +84.75 330.47' 331.75' 1.20' 3.75' 2.0% 339.6' 1 7.9' 1 341.9 I INSTALL 2' MAR PER WAS WA -07 1 5 PVT RD 4 +61.49 320.70' 1 321.97' 1 1.20' 1 3.5' 1 2.0% 328.3' 1 6.3' 1 329.4 IH O INSTALL In DUAL DOMES71CIFIRE WATER SERVCE AND METER PER WAS WS -09, WC -17 �Lj j I I1�' SAN CLEMENTE STA 7 +96.06 -0.0 LT 6 3 INSTALL 60" SEWER MANHOLE PER SDRSD SM -02. NEW MANHOLES SHALL BE LINED " - MH #3 o AND SPARK TESTED WITH AN APPROVED EPDXY LINING SYSTEM EXISTING 8 VCR (RIM 323.53) SEWER MAIN PER ! a? ® INSTALL SEWER CLEANOUT PER SDRSD SC -01 COUNTY TM 2063 3 (IE IN = 319.2) 1 11 (1€ OUT = 319.1) CONNECT TO EXIS71NG 6" ACP WATER MAIN PER DETAIL THIS SHEET o0 I SAN CLEMENTE STA 7 +96.06 -12.0 RT 5 © DEMOLISH EXIS77NG SEWER MANHOLE. EXIS71NG SEWER MANHOLE TO BE REMOVED AND EXIS71NG 6" ACP WATER REPLACED PER SDRSD SM -02. MAIN TO REMAIN MAHOLE DATA TABLE MANHOLE ID NUMBER PIPE LENGTH PIPE DIA. PIPE SLOPE MH RIM EL. FEET UPS MH IN RT DOWN MH INVERT MH DEPTH NO. OF LINES (FEET) EL. FEET EL. FEET FEET THROUGH MH UPS DOWN (FEET) (INCHES) MATERIAL % UPS DOWN IN OUT IN OUT UPS DOWN UPS DOWN #1 TO #2 202.50 8 PVC SDR -35 0.50% 328.7 323.1 320.8 320.7 1 319.9 319.7 8.0 5.5 2 2 #2 TO #3 152.53 8 PVC SDR -35 0.40% 323.1 323.53 319.9 319.7 1 319.2 1 319.1 5.5 7.4 2 2 i-- Z Q ^ i- �w I cr Mmh to ^cc ^cn ^ N =(J 2 o lz: o�ma rn ^ N IQ- Q ? 3 O GRAPHIC SCALE 1 " =20' I� 1 I CL OON cj 00 OQSe¢QW 2 00, 0 3 LLI p >0h y oc�ilaa��W ^WJOo3a.® WQVwi W Z W U N z¢�S co 3 Q: y /RGLA o No. 80356 Exp. 12/31/16 " EXISTING GATE VALVE AT SAN 20 0 20 40 60 �ph 858.259.8212 1 fr 858.259.4812 1 jileaengineering.com 7 INSTALL 1 IRRIGATION SERVICE METER & BACKFtOW DEVICE PER WS -Di & WR -01 ANDRADE DR TO REMAIN REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT _._oESl6 K BY DI CHECKED GL BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. 17 CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS -F-vt 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZONTAL --l"=20' STORM DRAIN CURB INLET. LOCATED ON THE T R G LAWSON DATE R.C.E. NO. 8035!l�¢6 BY MAS1H MAHER BY LAUREL COVE - 720 BALOUR DRIVE �� ®� NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL NuV_ tER G LAWSON - EDWgR9 W• pERNE II ELEVATION: 182.995' DATUM: NAVD88 EXP. 12 -31 -16 12 1¢� b DATE: _ Z-1 i(o CASE NO. 13 -267 TMBD /DR /CDP /MNO APN: 259- 101 -22 & 23 REVIEWER CTOR SENIOR ENGINEER DATE. - � SHEET 3 OF 3 PREPARED: 511112016 REVISED: 9123/:016 PLSA 2112 l� OVA I INSTALL 2' MAR PER WAS WA -07 1 5 PVT RD 4 +61.49 320.70' 1 321.97' 1 1.20' 1 3.5' 1 2.0% 328.3' 1 6.3' 1 329.4 IH O INSTALL In DUAL DOMES71CIFIRE WATER SERVCE AND METER PER WAS WS -09, WC -17 �Lj j I I1�' SAN CLEMENTE STA 7 +96.06 -0.0 LT 6 3 INSTALL 60" SEWER MANHOLE PER SDRSD SM -02. NEW MANHOLES SHALL BE LINED " - MH #3 o AND SPARK TESTED WITH AN APPROVED EPDXY LINING SYSTEM EXISTING 8 VCR (RIM 323.53) SEWER MAIN PER ! a? ® INSTALL SEWER CLEANOUT PER SDRSD SC -01 COUNTY TM 2063 3 (IE IN = 319.2) 1 11 (1€ OUT = 319.1) CONNECT TO EXIS71NG 6" ACP WATER MAIN PER DETAIL THIS SHEET o0 I SAN CLEMENTE STA 7 +96.06 -12.0 RT 5 © DEMOLISH EXIS77NG SEWER MANHOLE. EXIS71NG SEWER MANHOLE TO BE REMOVED AND EXIS71NG 6" ACP WATER REPLACED PER SDRSD SM -02. MAIN TO REMAIN MAHOLE DATA TABLE MANHOLE ID NUMBER PIPE LENGTH PIPE DIA. PIPE SLOPE MH RIM EL. FEET UPS MH IN RT DOWN MH INVERT MH DEPTH NO. OF LINES (FEET) EL. FEET EL. FEET FEET THROUGH MH UPS DOWN (FEET) (INCHES) MATERIAL % UPS DOWN IN OUT IN OUT UPS DOWN UPS DOWN #1 TO #2 202.50 8 PVC SDR -35 0.50% 328.7 323.1 320.8 320.7 1 319.9 319.7 8.0 5.5 2 2 #2 TO #3 152.53 8 PVC SDR -35 0.40% 323.1 323.53 319.9 319.7 1 319.2 1 319.1 5.5 7.4 2 2 i-- Z Q ^ i- �w I cr Mmh to ^cc ^cn ^ N =(J 2 o lz: o�ma rn ^ N IQ- Q ? 3 O GRAPHIC SCALE 1 " =20' I� 1 I CL OON cj 00 OQSe¢QW 2 00, 0 3 LLI p >0h y oc�ilaa��W ^WJOo3a.® WQVwi W Z W U N z¢�S co 3 Q: y /RGLA o No. 80356 Exp. 12/31/16 " EXISTING GATE VALVE AT SAN 20 0 20 40 60 �ph 858.259.8212 1 fr 858.259.4812 1 jileaengineering.com 7 INSTALL 1 IRRIGATION SERVICE METER & BACKFtOW DEVICE PER WS -Di & WR -01 ANDRADE DR TO REMAIN REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT _._oESl6 K BY DI CHECKED GL BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. 17 CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS -F-vt 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZONTAL --l"=20' STORM DRAIN CURB INLET. LOCATED ON THE T R G LAWSON DATE R.C.E. NO. 8035!l�¢6 BY MAS1H MAHER BY LAUREL COVE - 720 BALOUR DRIVE �� ®� NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL NuV_ tER G LAWSON - EDWgR9 W• pERNE II ELEVATION: 182.995' DATUM: NAVD88 EXP. 12 -31 -16 12 1¢� b DATE: _ Z-1 i(o CASE NO. 13 -267 TMBD /DR /CDP /MNO APN: 259- 101 -22 & 23 REVIEWER CTOR SENIOR ENGINEER DATE. - � SHEET 3 OF 3 PREPARED: 511112016 REVISED: 9123/:016 PLSA 2112 l� OVA i-- Z Q ^ i- �w I cr Mmh to ^cc ^cn ^ N =(J 2 o lz: o�ma rn ^ N IQ- Q ? 3 O GRAPHIC SCALE 1 " =20' I� 1 I CL OON cj 00 OQSe¢QW 2 00, 0 3 LLI p >0h y oc�ilaa��W ^WJOo3a.® WQVwi W Z W U N z¢�S co 3 Q: y /RGLA o No. 80356 Exp. 12/31/16 " EXISTING GATE VALVE AT SAN 20 0 20 40 60 �ph 858.259.8212 1 fr 858.259.4812 1 jileaengineering.com 7 INSTALL 1 IRRIGATION SERVICE METER & BACKFtOW DEVICE PER WS -Di & WR -01 ANDRADE DR TO REMAIN REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE AS BUILT _._oESl6 K BY DI CHECKED GL BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO. 17 CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED IMPROVEMENT PLANS FOR: #1031. 2.5" BRASS DISC STAMPED "ENC -31 LS -F-vt 7322 ", SET IN THE NORTHWEST CORNER OF A HORIZONTAL --l"=20' STORM DRAIN CURB INLET. LOCATED ON THE T R G LAWSON DATE R.C.E. NO. 8035!l�¢6 BY MAS1H MAHER BY LAUREL COVE - 720 BALOUR DRIVE �� ®� NORTH SIDE OF ENCINITAS BOULEVARD. VERTICAL NuV_ tER G LAWSON - EDWgR9 W• pERNE II ELEVATION: 182.995' DATUM: NAVD88 EXP. 12 -31 -16 12 1¢� b DATE: _ Z-1 i(o CASE NO. 13 -267 TMBD /DR /CDP /MNO APN: 259- 101 -22 & 23 REVIEWER CTOR SENIOR ENGINEER DATE. - � SHEET 3 OF 3 PREPARED: 511112016 REVISED: 9123/:016 PLSA 2112 l� OVA