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2017-12646 I (Plans)ROW CONSTRUCTION NOTES: i. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT -OF -WAY WITHOUT THE FULL KNOWLEDGE OF THE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE NOME OF THE INIBARON OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797 OR AS STATED ON THE PERMIT 2 AT LEAST 48 HOURS PRIOR TO STAR77NG WORK UNDERGROUND SERVICE ALERT (USA) SHALL BE NOAF7ED FOR LOCATION OF UNDERGROUND UTILITIES AT 1 -800- 422 -4133. THE PROPOSED DIG AREA MUST BE MAR ED N WHITE PAINT PRIOR TO CONTACTING (USA). 3 ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CON7RACTOR S LICENSE OF THE APPROPRIATE CLASS ANY OTHER PERMIT AREA TRAFFIC 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE NTH THE CITY SPECIRCA PONS AND APPROVED PLANS SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS, DULY AUTHORIZED REPRESENTATIVE CERhfFIN PON FOR ALL MATERIALS AND WORK INCLUDING COMPAC77ON TESTS SHALL BE FURNISHED BY 7HE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR MYCOMPACTION IES77NO SHALL Yt BY THE PERMITTEE CERTIFICATION SHALL BE MADE BY A CERTIFIED TESTING AGENCY OR FIRM ACCEPTABLE TO THE CITY. 7 NO WORK WHIN THE PUBLIC RICHT- OF-WAY IS PERMIT70 ON SATURDAYS, SUNDAYS, OR HOLIDAYS ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN 7HESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE: ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770. 8. NO WORK ON ANY PUBLIC ROADWAY EXCLUDING PRIME ARTERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7.•30 A.M. OR CONTINUE AFTER 5.•00 P.M. ON NEEKDA�S 9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3.•00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF ENGINEERING SERVICES ALL WORK ON PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN DN THE CIRCULATION ELEMENT OF THE CITYS GENERAL PLAN, WILL REQUIRE A TRAFFIC CONTROL PLAN ACCEPTABLE TO THE CiTY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -1704. 10. IHE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBS7RUC710NS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY, (NO LATER THAN 3.•00 P.M. ON MAJOR ROADS, DEFINED HEREIN.) 11. TWO -WAY IRAFTIC SHALL BE MAINTAINED A T ALL TIMES MINIMUM TRAVEL LANE MOTH FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREa7S MAINTAINING TWO -WAY TRAFFIC PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR 70 STARTING 40k,, WHICH SHALL INCLUDE THE USE OF A FULL -TIME FLAGMAN. 12. ALL EXCAVATIONS IN EXISTING 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 REPRESENTAVW.. 13 OPEN TRENCH MUST BE BACKFILLED AND CAPPED NTH AT LEAST 2' OF COLD MIX ASPHALT OR METAL PLATED ACCORDING TO CITY SPECIRCA PONS DURING NON - WORKING HOURS METAL PLATES ARE REQUIRED TO HAVE COLD MIX ASPHALT RAMPS ON ALL (4) SIDES AND MUST BE MAINTAINED. REFER TO THE CITYS STANDARD DRAWING DATED JULY 31, 1990 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. REFER TO THE CITYS STANDARD DRAWNG DATED S€P7EMB€R 30, 1996 15. TWO SACK SAND - CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL. 16. TWO SACK SAND - CEMENT SLURRY MIX S77ALL BE REQUIRED AS BACKFILL ON ALL LATERAL EXCAVATIONS WITHIN PRIME ARTERIALS MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCATIONS 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 WASHING OUT OF MIXERS OR CONCRETE PUMPS NLL BE ALLOWED ON CITY STREETS VIOLATIONS WiLL BE REFERRED FOR NPDES ENFORCEMENT AND PENAL7IES MATCHED AND REPLACED FOR PAINT, ALL TO THE 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONS7RUCT70N LATEST EDITION, S€CRON 201, AND BE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED ifEPR€SENTAAVE 20. TRENCHING FOR 1NSTALLA77ONS ACROSS ANY INMRSECRNG ROADWAY OPEN TO iRAFFIC SHALL BE PROGRESSIVE. NOT MORE THAN HALF OF THE WIDTH OF A 7RAWLED ROADWAY SHALL BE DISTURBED ATONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILLING. 2T. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES RECULA710 N S ALLOW ALL PIPES AND CONDUITS LAID RA EOORAORPLACED LNBTHbECOR ONERMS H ESOT RNEDODW Y TO THEWSE SHALL ORT7� Y I, i F E ENGINEERING SE E T HA SHALLOWEST POROOFAN Y PIPELINE OR BE INSTALLED I W3ALLOBAPES ANCU SFLD P, lEL O EE IONS E N OF HL DNS INCHES PIPES D OND A LL ANY EAnON FAS REI NNISUOALLOSRA�3DBR OR CEE G EICFACILITY. DKNOTHIQUEMETNT 9D UN PD Y THE D OTHE NINRRV OR S 22 ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM THE IMPROVED POR TION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS SHALL BE REMOVED FROM THE RICH I- OF -WAY. THE ROADWAY SHALL BE LEFT 111 NEAT AND ORDERLY COMMON. 23. ALL ROADSIDE DRAINAGE Di7CHES SHALL 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 TO TRAFFIC A T ALL TIMES, UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES 25 CLAY AND EARTH WHICH ADHERE TO IRE PAVED SURFACE OF THE ROADWAY SHALL BE REMOVED BY HAND SCRAPING, WASHING AND SWEEPING OR BY ANY OTHER METHOD WHICH WiLL LEAVE A CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, INJURING OR LOOSENING THt SURFACE 26. P€RMITIEE SHALL COMPLY WITH ANY AND ALL DIRECRVES 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. 27 TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS IMMEDIATELY AFTER BACKFILLING AFTER COMPLETION OF THE REFILLING AND COMPACTING OF THE BACKFILL MATERIAL IN THE EXCAVATION. ALL AS SPECIFIED IN THE SERWCES AND AS SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING SERVICES MAY AT HIS ORRON ELECT TO DO THE MAYBE LEFTT IREPAIRING OR PLfO OSDAYYS�BUf UST B MC NON ALLY MAINTANE COST OF �1/CH 7fMPORARD PATCHING MATERIAL 28. AH€R€ THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR OTHER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMITME SHALL REPLACE IT WITH A STANDARD REPAIR OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SEC77ON SHALL BE ONE 1 INCH AC GREATER THAN EXISTING STRUCTURAL SEC WHICHEVER IS GREA7ER. REFER TO THE STANDARD DRAWING DATED SEPMM, 30 1996. REPAIRS TO PCC PAVEMENT SHALL BE MAY PURSUANT TO THE SPECYRCA PONS OF THE ASSIGNED ENGINEERING INSPECTOR. 29. IF AFTER THE REFILLING OF AN EXCAVARON THE PERMITEE FAILS OR REFUSES TO RESURFACE OR REPAIR THAT PORRON OF ESUR ACI G OR EPAIRNG,THE DRECTDOR HIM, G6 E IF G THE DIRECTOR ENGINEERING E ESRE ARSTOAOCCUR AND�THE PER ITlE7: SHALL BE CHARGED WITH T(1€ COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES. 30. WHEN SHORING IS REQUIRED AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES ALL OSHA k €MLA PONS SHALL BE MET. 31. ALL DIREC77ONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN THE FIELD BY THE ASSIGNED ENGINEERING INSPECTOR, ACTING AS THE DULY AUTHORIZED AGENT OF THE DIRECTOR OF ENGINEERING SERVICES A THOROUGH EXAMINATION OF THE SUBSURFACE COMMONS IS A PREREQUISITE. THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, HAMMER, HYDRAULIC, ETC., AND SHOW THE BORE PiTS. GROUTING AND INTERMEDIAIF BORE PITS MAY BE REQUIRED. 32. ALL SUBSURFACE U77LIRES SHALL BE ACCURATELY SHORN ON THE APPLICANTS 577E PLAN FOR THOSE EXCAVATIONS IN EXCESS OF 250 LINEAR FEET TRAVERSING SIGNALIZED INTER5EC110NS, CROSSING INTERCONNECT WIRES OR 07H €RMSE WHERE THE DIRECTOR OF ENGINEERING SERVICES HAS A SPECIAL CONCERN. 33. PAVEMENT CUTS iN STREETS REHABILITATED OR NEWLY CONSTRUCTED WITHIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED. CHANGE N0. DESCRIPTION APPROVED I I DATE LEUCADIA WASTEWATER DISTRICT• STANDARD SEWER LATERAL NOTES FOR MINOR GRADING PLANS 1. LW APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPON57BiUTY FOR 171E CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONS7RUC770N. 2 ALL DESIGN, MATERIALS, AND CONS7RUCRON WORK SIIALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO 771E REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT E0I7IONS IN THE EVENT OF CONFLICT 7HE LWD SEWER STANDARDS GOVERN. 3 OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TTMES WITHOUT €XC€PRON. lflJ�dil��icL[ �► f�L• �Cg' L[ T�JI[ �d��I�i�IlA7��Xi7i��] J�AIi7Xi1l�R« �f�` :�3[�]Y�''�>��flB�►I�LF7fl�i�1� 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LOD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LOD. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LAD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONS7RUCPON. 7 APPROVAL OF THIS PLAN BY LW DOES NOT CONSBTUTE A REPRESENTA77ON OF THE ACCURACY OF THE LOCATON OR OR THE EXISTENCE OR NON EXISTENCE OI, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMI7S OF THIS PROJECT. �L��1�65Li1���iEil►l.' :,i� .: _ .•• :�[ ► : 1. ,v � G � , � ,G l� ': �. i �� l: lip 9 CONNECTIONS TO EXISTNG SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LAD INSPECTOR, OR AS APPROVEO BY DISTRICT ENGINEER. 10. ALL SERVICE LATERALS MALL BE LOCATED AT RIGHT ANGLES TO 7HE SEWER MAIN UNLESS 07HERWISE SHOWN AS APPROVED BY LAD ON THE PLANS i1. A 2 -INCH HIGH "S' SHALL BE INSCRIBED ON THE CURB FACE A7EACH LATERAL LOCATION BY THE CONTRACTOR. 12 A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WiRE SHALL EXTEND UP TO A 2' COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6' ABOVE PAYING SUBGRADE NTH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUS70MER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL 7HEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND 7FLEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERA77ON FOR FINAL ACCEPTANCE BY LE. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UPLI77ES AND UTILITY LA7ERALS 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE 70 EXISTING WYES MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES FOR INSTALLAPON OF GASKETED PVC SADDLE WYE ON EXISTING PIPE, CONTRACTOR SHALL PLACE SADDLE ON THE EXISTING PIPE AND MARK THE PIPE NTH AN OUTLINE OF THE PROPOSED CUT -IN PRIOR TO INSTALLAPON. CUT-IN SHALL BE CLEAN AND NOT EXCEED MARKED OUTLINE OVER ACCEPTABLE LIMITS DEEMED BY LAD INSPECTOR. ALL REJECTED GASK€7ED SADDLE INSTALLAIIONS SHALL BE REPAIRED IN ACCORDANCE WITH L 0 STANDARD DRAWING S -32 TYPE N REPAIR. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTNG WYES INTO AN EXISTING SEWER 17 EXISDNO PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNEC770NS NOT MADE TO EXIS77NG WYES MUST BE IN ACCORDANCE NTH LOD STANDARD DRAWING S -2 IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM RAW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER 7RUCKS FOR DISPOSAL TO A DOWNSTREAM LOD SEWER. IN LOCATIONS NTH SIGNIFICANT UPSTREAM FLOW, LOD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WiN RILL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 18. FOR CONNECTION OF PLAIN €ND TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED NTH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLIG(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPS SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSIRON EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LOD DISTRICT ENGINEER. 19. PVC OR VERIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO RE -1N TO EXISTING VCR. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A', ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING NTH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OU7SIDE DIAME7ER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED NTH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASK€7S SHALL BE SBR PER ASTM D2000 MBA 710, COMPOUNDED FOR WATER AND SEWER SERVCE.. 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 TO START OF CON57RUCRON THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LOD DISTRICT ENGINEER PRIOR TO THE START OF CONS7RUCRON. jj�� 21. PRIOR TO CONSTRUCTION CONTRACTOR SHALL OBTAAII - PER' RMIT FROM THE CITY OF ENCINITAS FOR ALL WORK IN STREET RIGHT -OF -WAY. CONTRACTOR SHALL SUBMIT PROOF CF9kVWlftNFftW TO LO PRIOR TO LATERAL INSPECTION. I(1r EFT- 0 F WA'Y SET 2.5" CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET AT THE NORTHEAST CORNER OF INE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINIREE DRIVE DATUM.•NAW 88 ELEVATION: 67639' SANDIEGUITO WATERDISTRICTGENERAL POTABLE WATERSYSTEMNOW. 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE SAN DIEGUITO WATER DISTRICT (DISTRIC) STANDARD SP €CIFICAiONS AND DRAWINGS FOR 7HE CONSTRUCiTON OF WATER MAINS AND FACYUREg INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPEOIFlCAPONS ON THE JOB SITE AT ALL TIMES. 2 THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS SIX SETS AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE 70 BE ACCOMPLISHED PRIOR TO THE PRE-CONS7RUCRON MEETING NTH THE DIN ICTS INSPECTOR. OF N�D AN HALL N SU JECTn 0 APPRO ALnBY MAINS ISACT BE MADE SHALL BE NO RED TwJ DESKS MNIMUM IN AU ANCCL OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE NTH DISTRICT ALL ARRAIVG €M€V75 FOR HIGH - LINING TEMPORARY 3ER14CES PRIOR TO SHUTDOWNS NO SHUTDOWNS WiLL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH AORK WITH CAL OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT IF REWIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CON57RU WON. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECRON OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BECINNING OF WORK TO ARRANGE FOR INSPECBON OF THE PROJECT. 7 THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVCE UTILITIES LOCATED PRIOR TO CON57RUCUON, THIS CALL NLL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE 800 - 227 -2600) 8. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUC77ON, IE, LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUC770N BEGINS 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SP €CIRCA77ONS THE APPROPRIATE BURIED UTILITY WARNING AND IDEiNPROADON TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC R19IT - -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERINAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WiTH 4- MAXIMUM DEFLECTION PER COUPLING (2- PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAiN PROFILE. PLACE MANUAL AIR RELEASES AND 8LOW - -CFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE 13 INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE.. A 314 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT 15 ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKROW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER 16. CONTRACTOR SHALL RE OFF ALL VALVE LOCATONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLADON OF VALVES 17 LINE VALVES WHERE REWIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE 7F€ WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD 5PEaRC4TONS, ARE TO BE INSTALLED AT LOCA (IONS SPECIFIED BY THE FIRE DISTRICT 19, ALL DESIGN O ND ACGES TO THE WATER AND M SHALL BE APPROVED BY THE DISTRICT REPRESENTA7TVf IN WRITING PRIOR TO 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE NTH THE PROCEDURES IN THE SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR 7ES77NG ALL PIPE, VALVES (CLOSED) AND APPURTENANCES 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE NTH IRE SAN DIEGUITO WATER DISTRICT STANDARD SPECIRCA17ONS PRIOR TO TTE -IN OR CONN€CTON TO EXISTING SYSTEM FACILITIES BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE 62I7ERIA SPECIFIED iN THAT SPECIFICATION. 22. CON7RACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE 1 YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOG ER NTH ANY OTHER AORK PlICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DETECAVf IN WORKMANSHIP AND /OR M47ERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER 70 THE DISTRICT, ORDINARY AFAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 14. ALL IRRIGATION METERS SHALL BE SERVED NTH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN ARITiNG BY THE DISTRICT 25. ALL BURIED NUTS AND BOLTS ON ALL R777NGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE NTH SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS S TA TEMEN T OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE NOW PERFORMED BY THE ENGINEER SHALL COMPLY NTH THE GENERALLY SAMPO ENGINEERING INC. 171 SAXONY ROAD, SU17E 213 ENCNITAS CA 92024 (760) 436 -0660 / Q BY DATE 7 VINCENT L. SAMPO RCE 44173 EXPIRES 6 30 2017 SAN DIEGUITO WATER DISTRICT 8- S- /6. GN DA IE AS- BUILTsra� BY N/A VINGBNTG. SAMPO OATS RO C cast y zsjlfo, REMv(M6 I INJF04 G I GlrY $NrlINUR BY LWD DISTRICT ENGINEER �5139-5- - ICL- /to iE R.C.E. DATE 61-lot-fl) ' EXP DATE CITY THE No. 44173 °l 06 -30 -17 PL4NNINGANDBUILDING z /Za I PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: J APPROVED: DA 7E R.C.E. N0.: 44173 MAS1H MAHER (� Ep1.nARp I Z / 2 3 f� L VINCENT L. SAMPO rNrIMM? nr WHAT! EXP, 6130117 DATE DATE LEGEND PROPERTY LINE EASEMENT LINE EXISTING CONTOUR EXISTING €LEVA7iON EXISTING SEWER LINE EXISTING GAS LINE EXISTING ELECTRIC LINE SA CUT LINE 4' PW SEWER LATERAL 6- PVC SERER LATERAL SEWER CLEANOUT SEWER LATERAL TRENCH RESURFACING ABBREVIATIONS: STANDARD LAD S -17 S -24, S -32 SDRSD SC-01, TYPE B' SDRSD SS -01 CITY OF ENCINITAS STANDARD DETAIL SYMBOL 166 X 166.5, (166.5) - -S- - ® ---G -_ - - -E- - - -s- - - -S- - -s -s -s -- AC = ASPHALT CONCRETE CO = CLEANOUT EP = EDGE PAVEMENT FH = FIRE HYDRANT GV = GAS VALVE I€ = INVERT EL£VA17ON f1 = FLONJNE LA = LATERAL IF = LINEAR FEET SCO = SEWER CLEANOUT SS = SANITARY SEWER SMH = S€AER MANHOLE WM = WATER METER WV = WATER VALW CMH = COMMUNICATION MANHOLE OWNERS: LINDA FRAZ€E 860 PASSIFLORA AVENUE €NCINITAS, CA 92024 SITEADDRESS,• 1752 EOLUS AVENUE LEUCADIA, CA 92024 ASSESSOR'S PARCEL NUMBER. 154 - 090 -57,58 LEGAL DESCRIPTION.• THAT PORTION OF 7HE NORTHWEST QUARTER OF SEC770N 4, TOWNSHIP 13 SOUTH, RANGE 4 WEST SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AS DESCRIBED IN CERAFlCAiF OF COMPLIANCE RECORDED ON JULY 9, 2015 AS DOCUMENT NO. 2015 - 035901 AS PARCELS B & C. OWNER'S CERTIFICATE IT IS AGREED THAT FIELD COMMONS MAY REQUIRE CHANGES TO THESE PLANS IT IS FUR7TIER AGREED THAT THE OWNER (DEVELOPER_)_ SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERA PONS, OR ADDIDDNS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLEDON OF THE IMPROVEMENTS I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACRWTY AND ADVISE ON THE COMPAC770N AND STABILITY OF THE 77E. %J I'L - 6' L(a LINDA WAL DATE PARKSANDRECREATION - f �// , SIGN DALE PACIFIC OCEAN LA COSTA AVf o S• z Alg Q v QUANTITY 342 IF 113 IF 117 LF 2 EA 2 EA 236 IF VICINITY MAP N NTS BMP PROJECT STATUS: STANDARD FIELD OPERATIONS ENCINITAS FIRE DEPARTMENT CITY OFENCINITAS - PUBLIC WORK, SEWER IMPROVEMENT PLAN FOR: W U z Ci I �'i 6 z Lu SIGN DATE z DRAW/NGNO, z L W EMUS STREET SEWER LA TERALS FOR 12646.1 Q APN: 254- 090 -57 & 254- 090 -58 `D Ir 750 'L - - __. _. 150 CONSTRUCTION NOTES' ms y 54SANG ASPHALT PAVEMENT • TRENCH RESURFACING PER MRSD G -2$ TYPE A A II I I O I I 140 I � N N ' 4 "'moo I II I I I 145 II --- ---- _ _ . _. 0 y -W-r - - - - - W W- - - -W - °_ EXISTING CONCRETE PAVEMENT _ --------- _ __.__._� _ . TRENCH RESURFACING PER SDRS9 c G -25 TYPE C ms y 54SANG ASPHALT PAVEMENT • TRENCH RESURFACING PER MRSD G -2$ TYPE A :!5 I, I 3 1312 LF 6 2 LF'6 P SS LATER L 75711,17Z SS -LAV 11 g o I I 7 LF 6 VC SS LATERAL R -35 0 1.00% ($DR -35) 9 8 EXIShN� _ 1 2.75 LF 6" PVC SS LATERAL (SDR -35) _.___ ___ _ Q t,2' VERTICAL DROP _ - - ` 135 - R 130 1 +00 1 +50 CAUT7DNIIl CONTRACTOR TO VERIFY EXACT LOCATION AND ELEVATIONS OF EXISTING UNDERGROUND UYURES PRIOR TO START OF CONSTRUCTON. THE ENGINEER OF WORK SHALL BE NOURED OF ANY DISCREPANCIES WITH THESE PLANS k tv _ A �� �,,r -� -3HO- - -3H®- - -3HO- wA[II A 4 APPROX LOCAAONB v SUE AC WR MAIN SERER & WA MR LATERAL CROSS ° 142.09 k WATER' LA7ERAL lE 1386 4. 142.09 R= 325.00' d 153707 L= 8875' - SEWER LATERAL if 137.27 J_ 4. v -f£ONE D AC PAVEMENT m it - - ° N HUMS � ° a3 -a�6 ro o RlM 1493 / _ 3 IE 13544 ° l 2 +00 I jN N�L j4 " PVC PROFILE SCALE HOR1Z : l-- 10' VERT : 1 " = 2' 9 R PP -3H0- - -3HO- - -3HO- _ W-� APPROX. IOCA17ON 6' A�WA7ER MAIN 04 SEWER & WATER LAkfi L CROSS� N ML US ry Aa L47ERAL IF 13875 AVENUE o SERER LATERAL IF 13748 k 141.93 k - - AC PAVEMF T N125703 "W 84.91 -� x - _ EXIST 8' SEWS l _ CURB �, o o0 5a ,B 6 .__ V KM 2.9 ° vi ^ 142.29 J' 142.27 TG D -B 141.76 FL 141.74 FL / ' 9 1 75 D 3 1 +00.00 CONNECT TO EXISTSENER MAIN Sr;O 1 4 -MB(D 1_ _ 2 +1J 87 22 112' BEND & ( 1114' BEAD & SCO PER SC -01 Ila/ END 6' SEWER LA7ERAL 3 BEGIN 4' Mp LATER IGHT R/W BEGIN 6" SEWER LATERAL PER S- 17,S- 24,S -32 R� r -6#1 2f 1387 ° / ^ I D / c] 20 0 , W / APN.• 216 -0824 1 " =10, 0 5 10 20 APN.• 216 - 090-58 D OWNER LINDA RAZE[ v v *14A 2 - ------ 9 20' WDE PRIVA7E ROAD EASEMENT -RECORDED ON fEBRUARY 16, 1962 AS DOC NO 27746 O.R. CHANGE N0. DESCRIP77Od APPROVED DATE BENCHMARK SCALE AS -BUILT SET 25 "CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX / 1 INLET AT THE NORTHEAST CORNER OF THE CITY OF ENCINITAS V---J �- 113118 LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINIREE DRIVE i = 14' YING> Nr L, SA�nPO DATE DA7UM.•NAVD 88 ELEV4770N.• 67639' V S ifi R 744 LP 4' PVC Z LATERAL 2 +50 EAIS77NG ASPHALT PAVEMENT TRENCH RESURFACING PER SDRSYI G-24, TYPE A m i 3 +00 10.1 140 135 =!d 130 3 +40 1. SEWER LATERALS BEYOND THE PUBLIC RIGHT OF WAY ARE THE RESPONSIBILITY OF THE PROPERTY OWNER. 3 OWNERS TO OBTAIN A BUILDING PERMIT FOR ONSPE PLUMBING 4. CONTRACTOR TO VERIFY EXACT LOCATION AND ELEVATONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION THE CITY OF ENCINIMS & THE ENGINEER OF WORK SHALL BE N077RED OF ANY DISCREPANCIES W17H THESE PLANS 5. EVERY ATTEMPT IS TO BE MADE TO MINIMIZE DRIVEWAY BLOCKAGE. OVER SHOULD BE NOTF59 PRIOR TO WORK. NO OVERNIGHT BLOCKAG IS PERMITTED. SHALL PR07ECT EXISTING UPUBES AND IMPROVEMENTS SHOWN HEREON. THE SOILS ENGINEER SHOULD BE CONSULTED FOR SHORING AND STABILIZATION RECOMMENDA77ONS PRIOR TO CONSTRUCTION A BUILDING PERMIT IS REQUIRED FOR ANY SHORING. 7. THE OWNERS AND CONTRACTOR ARE SOLELY RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ALL NECESSARY EROSION CONTROL MEASURES, INCLUDING PRE - CONSTRUCTION AND POST - CONSTRUCTION (� BEST MANAGEMENT PRACTICES. (BMP'S1 REQUIRED BY THE CITY, COUNT, _ 1 AND STATE OFRCES HAVING J!!//KKISDICII�ION. 8. BENERTED PROPER7IES MUST PAY APPLICABLE SEWER CAPACITY FEES AND PULL APPLICABLE BUILDING PERMITS PRIOR TO LOT PE -INS 9 EACH NEW SEWER LA IERAL SHALL HAVE A BACKfLOW DEVICE INSTALLED AS REQUIRED BY THE UNIFORM PLUMBING CODE, 10. STREET CENTERLINE DATA PER RECORD OF SURVEY CURRENT IN PROCESS WITH THE COUNTY OF SAN DIEGO. It THE OWNERS OF ANY PROPERTIES SERVICED BY THE MUL77 -USER LA7ERAL WILL BE REQUIRED TO ENTER INTO A MUL P -USER LATERAL AGREEMENT WITH LAD PRIOR TO APPROVAL. 'V o CAUTIONIII 1 I CONC o CON 7RACTOR TO VERIFY EXACT LOCATION AND ELEVATIONS DRWY EXISTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO START OF I p " � BUILDING CONS7RUCTON THE ENGINEER OF WORK SHALL BE i v NORRED OF ANY DISCREPANCIES WITH 7HESE PLANS TE: THE SEER LATERAL TO SERVE APN.' 090 -58 TO BE 4' DIA D 1.0% SLOPE MIN. EXISTING RESIDENCE IN CONFORMANCE WITH 'UNIFORM PLUMBING CODE. KEY NOTES- Q GRASS 18" -DIA AVOCADO TREE 144.80x 1. PROTECT MAILBOXES IN -PLACE COVERED �1/ �� ' I 2 PROTECT EXlS71NG TREE IN -PLACE 14244( APN.• 216 4090 -58 CARPORT 10 -DIA AVOCADO TREE DWNER LINDA fRAZEE �° 6� 144.33x J. PROTECT EXISTING U77LI17ES IN -PLACE hti P�� APN. 216- 090 -57 `J� 4. PR07fCT 91SYNO SIGN IN -PLACE 10E DIA (Sff CONSIRUC7IGIV NOTE) -. _._.__ . ..__..�.,_ . 143.52x COMER.• LINDA fRAZEE ? iR E 5 TRENCH RESURFACING PER .ORSD G -25, TYPE C �U Ut f 2 2 Al 14269x (VACANT) 1 ' -D /A'7 KP6. TRENCH RESURFCNG PER CITY OF ENGINITAS STANDARD 8" DIA 7REf ' -� Y � - - 7 CHAIN LINK FENCE ry $6 DETAIL X X X__- X�.- _ X_ _X- .__x -- X._____ _._ - - -X -- X -__... X_ X- 7. PR07ECT FENCE IN -PLACE - - 6 - - - - d - - - - - 3 +00 - ICV CY, - - - - - 9. 8. REMOVE AND PROTECT SURVEY REPLACE URRIGA770N CONTROL ALVE _ �_ �_ 145.05 EP V 5 / /rte/ S L� LG L .W 1jf1l���i //� /� - ..i /LL��Xp L'1q= z.c�7s _X - FEP..-. N ^o AC PAVEMENT N 20' WIDE PRIVATE ROAD EASEMENT I 23 " `O ° AC PAVEMENT �, ECORDED OV FEBRUARY 16, 1962 Q DEER PAN S DOC NO 27746, OR (PRIVATE) a e oQ O� ESSlOi l EP 143.53 EP _ _. x a__... 1ILN' 5'_ vFC1 Sq�o�G u , EP �, � No. 44173 NB93945 28 02 PL W _ N os -30 -17 9 3 NOSCAPING �q C 1 V 1 �� TEL PED _ _.w. _ _. �P _ .. �FOF CAL \�� _ _ I SgZp EP -l1 EP _ APN.• 216 82 -44 AC PAVEMENT AC PAVEMENT I rrp EP \1 Ep -3 Q.:..- .- 3H - 3H0 -�� -3H0 .. - -3HO- - -3HO- -3HO- -3H0° -3H0- - 0 5 10 20 T� 51W DATA NO. BEARING/DELTA RADIUS LENGTH DESCRIPTION p .. N 227423 E - - -- 2.75 6 Pty 7c IV O N 2235 37 W - - -- 47.00' 6' PVC SDR -35 0 N 1120'37' W - - -- 51.00' 6" PVC SDR -35 " 13 t2' 6' PVC SDR -35 SEIIkR LATERAL TABLE SEQ• N0. LOT N0. STREET STATION OF INVERT AT LENGTH OF DROP TO LATERAL ELEV. LATERAL GROUND DEPTH BELOW PAD' UP STREAM BACKWATER REMARKS LATERAL AT MAIN MAIN (IE) LATERAL MAIN AT PL (IE) SLOPE % ELEV. D PL PL (PL TO 1E) ELEV. FT MH RIM ELEV. VALVE REQ'D 1 57 & 58 1 +00.60 135.38 113.87` 1.3 137.ff9 1.00% 142.01 4.33 N/A I RM@J+ I YES N 560923 E -- - N 893423" E - - -- 744' 4' PVC SDR -35 © N 8934'23" E - - -- 112.19'' 4' PVC SDR -35 U DRAWN 6Y.- CHECKED BY- ENGINEERING DIKSIONAPPROVALS DRB ORB I 125 PLANS PREPARED UNDER SUPER14SION OF RECOMMENDED: a.I U AR• DATE: 7 L 1 /I/1- /✓� R.C.E. N0.: 44173 MASH MAHER tw_ Aftp W. P"AX,11 VINCENT L. SAMPO - EXP. 6130117 12./ 2 3/ 1 b 1Z • Z3 •!(o ENGINEER OF WORK DA 7E DA 7E CITYOFENCINITAS • PUBLIC WORKS DEPARTMENT /EMENT PLAN FOR : EOLUS AVENUE SEWER LATERALS FOR APN: 254 - 090 -57 & 254 - 090 -58 DRAW /NONO, 12646 -1 SHEET2OF2 T Z N ui w Z 0 w 0 c ' I Z A II I I I I 140 I � N N ' "'moo I II I I I II --- ---- _ _ . _. -W-r - - - - - -W- W W- - - -W - - - LOCATON TOP WA R R 130 1 +00 1 +50 CAUT7DNIIl CONTRACTOR TO VERIFY EXACT LOCATION AND ELEVATIONS OF EXISTING UNDERGROUND UYURES PRIOR TO START OF CONSTRUCTON. THE ENGINEER OF WORK SHALL BE NOURED OF ANY DISCREPANCIES WITH THESE PLANS k tv _ A �� �,,r -� -3HO- - -3H®- - -3HO- wA[II A 4 APPROX LOCAAONB v SUE AC WR MAIN SERER & WA MR LATERAL CROSS ° 142.09 k WATER' LA7ERAL lE 1386 4. 142.09 R= 325.00' d 153707 L= 8875' - SEWER LATERAL if 137.27 J_ 4. v -f£ONE D AC PAVEMENT m it - - ° N HUMS � ° a3 -a�6 ro o RlM 1493 / _ 3 IE 13544 ° l 2 +00 I jN N�L j4 " PVC PROFILE SCALE HOR1Z : l-- 10' VERT : 1 " = 2' 9 R PP -3H0- - -3HO- - -3HO- _ W-� APPROX. IOCA17ON 6' A�WA7ER MAIN 04 SEWER & WATER LAkfi L CROSS� N ML US ry Aa L47ERAL IF 13875 AVENUE o SERER LATERAL IF 13748 k 141.93 k - - AC PAVEMF T N125703 "W 84.91 -� x - _ EXIST 8' SEWS l _ CURB �, o o0 5a ,B 6 .__ V KM 2.9 ° vi ^ 142.29 J' 142.27 TG D -B 141.76 FL 141.74 FL / ' 9 1 75 D 3 1 +00.00 CONNECT TO EXISTSENER MAIN Sr;O 1 4 -MB(D 1_ _ 2 +1J 87 22 112' BEND & ( 1114' BEAD & SCO PER SC -01 Ila/ END 6' SEWER LA7ERAL 3 BEGIN 4' Mp LATER IGHT R/W BEGIN 6" SEWER LATERAL PER S- 17,S- 24,S -32 R� r -6#1 2f 1387 ° / ^ I D / c] 20 0 , W / APN.• 216 -0824 1 " =10, 0 5 10 20 APN.• 216 - 090-58 D OWNER LINDA RAZE[ v v *14A 2 - ------ 9 20' WDE PRIVA7E ROAD EASEMENT -RECORDED ON fEBRUARY 16, 1962 AS DOC NO 27746 O.R. CHANGE N0. DESCRIP77Od APPROVED DATE BENCHMARK SCALE AS -BUILT SET 25 "CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX / 1 INLET AT THE NORTHEAST CORNER OF THE CITY OF ENCINITAS V---J �- 113118 LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINIREE DRIVE i = 14' YING> Nr L, SA�nPO DATE DA7UM.•NAVD 88 ELEV4770N.• 67639' V S ifi R 744 LP 4' PVC Z LATERAL 2 +50 EAIS77NG ASPHALT PAVEMENT TRENCH RESURFACING PER SDRSYI G-24, TYPE A m i 3 +00 10.1 140 135 =!d 130 3 +40 1. SEWER LATERALS BEYOND THE PUBLIC RIGHT OF WAY ARE THE RESPONSIBILITY OF THE PROPERTY OWNER. 3 OWNERS TO OBTAIN A BUILDING PERMIT FOR ONSPE PLUMBING 4. CONTRACTOR TO VERIFY EXACT LOCATION AND ELEVATONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION THE CITY OF ENCINIMS & THE ENGINEER OF WORK SHALL BE N077RED OF ANY DISCREPANCIES W17H THESE PLANS 5. EVERY ATTEMPT IS TO BE MADE TO MINIMIZE DRIVEWAY BLOCKAGE. OVER SHOULD BE NOTF59 PRIOR TO WORK. NO OVERNIGHT BLOCKAG IS PERMITTED. SHALL PR07ECT EXISTING UPUBES AND IMPROVEMENTS SHOWN HEREON. THE SOILS ENGINEER SHOULD BE CONSULTED FOR SHORING AND STABILIZATION RECOMMENDA77ONS PRIOR TO CONSTRUCTION A BUILDING PERMIT IS REQUIRED FOR ANY SHORING. 7. THE OWNERS AND CONTRACTOR ARE SOLELY RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ALL NECESSARY EROSION CONTROL MEASURES, INCLUDING PRE - CONSTRUCTION AND POST - CONSTRUCTION (� BEST MANAGEMENT PRACTICES. (BMP'S1 REQUIRED BY THE CITY, COUNT, _ 1 AND STATE OFRCES HAVING J!!//KKISDICII�ION. 8. BENERTED PROPER7IES MUST PAY APPLICABLE SEWER CAPACITY FEES AND PULL APPLICABLE BUILDING PERMITS PRIOR TO LOT PE -INS 9 EACH NEW SEWER LA IERAL SHALL HAVE A BACKfLOW DEVICE INSTALLED AS REQUIRED BY THE UNIFORM PLUMBING CODE, 10. STREET CENTERLINE DATA PER RECORD OF SURVEY CURRENT IN PROCESS WITH THE COUNTY OF SAN DIEGO. It THE OWNERS OF ANY PROPERTIES SERVICED BY THE MUL77 -USER LA7ERAL WILL BE REQUIRED TO ENTER INTO A MUL P -USER LATERAL AGREEMENT WITH LAD PRIOR TO APPROVAL. 'V o CAUTIONIII 1 I CONC o CON 7RACTOR TO VERIFY EXACT LOCATION AND ELEVATIONS DRWY EXISTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO START OF I p " � BUILDING CONS7RUCTON THE ENGINEER OF WORK SHALL BE i v NORRED OF ANY DISCREPANCIES WITH 7HESE PLANS TE: THE SEER LATERAL TO SERVE APN.' 090 -58 TO BE 4' DIA D 1.0% SLOPE MIN. EXISTING RESIDENCE IN CONFORMANCE WITH 'UNIFORM PLUMBING CODE. KEY NOTES- Q GRASS 18" -DIA AVOCADO TREE 144.80x 1. PROTECT MAILBOXES IN -PLACE COVERED �1/ �� ' I 2 PROTECT EXlS71NG TREE IN -PLACE 14244( APN.• 216 4090 -58 CARPORT 10 -DIA AVOCADO TREE DWNER LINDA fRAZEE �° 6� 144.33x J. PROTECT EXISTING U77LI17ES IN -PLACE hti P�� APN. 216- 090 -57 `J� 4. PR07fCT 91SYNO SIGN IN -PLACE 10E DIA (Sff CONSIRUC7IGIV NOTE) -. _._.__ . ..__..�.,_ . 143.52x COMER.• LINDA fRAZEE ? iR E 5 TRENCH RESURFACING PER .ORSD G -25, TYPE C �U Ut f 2 2 Al 14269x (VACANT) 1 ' -D /A'7 KP6. TRENCH RESURFCNG PER CITY OF ENGINITAS STANDARD 8" DIA 7REf ' -� Y � - - 7 CHAIN LINK FENCE ry $6 DETAIL X X X__- X�.- _ X_ _X- .__x -- X._____ _._ - - -X -- X -__... X_ X- 7. PR07ECT FENCE IN -PLACE - - 6 - - - - d - - - - - 3 +00 - ICV CY, - - - - - 9. 8. REMOVE AND PROTECT SURVEY REPLACE URRIGA770N CONTROL ALVE _ �_ �_ 145.05 EP V 5 / /rte/ S L� LG L .W 1jf1l���i //� /� - ..i /LL��Xp L'1q= z.c�7s _X - FEP..-. N ^o AC PAVEMENT N 20' WIDE PRIVATE ROAD EASEMENT I 23 " `O ° AC PAVEMENT �, ECORDED OV FEBRUARY 16, 1962 Q DEER PAN S DOC NO 27746, OR (PRIVATE) a e oQ O� ESSlOi l EP 143.53 EP _ _. x a__... 1ILN' 5'_ vFC1 Sq�o�G u , EP �, � No. 44173 NB93945 28 02 PL W _ N os -30 -17 9 3 NOSCAPING �q C 1 V 1 �� TEL PED _ _.w. _ _. �P _ .. �FOF CAL \�� _ _ I SgZp EP -l1 EP _ APN.• 216 82 -44 AC PAVEMENT AC PAVEMENT I rrp EP \1 Ep -3 Q.:..- .- 3H - 3H0 -�� -3H0 .. - -3HO- - -3HO- -3HO- -3H0° -3H0- - 0 5 10 20 T� 51W DATA NO. BEARING/DELTA RADIUS LENGTH DESCRIPTION p .. N 227423 E - - -- 2.75 6 Pty 7c IV O N 2235 37 W - - -- 47.00' 6' PVC SDR -35 0 N 1120'37' W - - -- 51.00' 6" PVC SDR -35 " 13 t2' 6' PVC SDR -35 SEIIkR LATERAL TABLE SEQ• N0. LOT N0. STREET STATION OF INVERT AT LENGTH OF DROP TO LATERAL ELEV. LATERAL GROUND DEPTH BELOW PAD' UP STREAM BACKWATER REMARKS LATERAL AT MAIN MAIN (IE) LATERAL MAIN AT PL (IE) SLOPE % ELEV. D PL PL (PL TO 1E) ELEV. FT MH RIM ELEV. VALVE REQ'D 1 57 & 58 1 +00.60 135.38 113.87` 1.3 137.ff9 1.00% 142.01 4.33 N/A I RM@J+ I YES N 560923 E -- - N 893423" E - - -- 744' 4' PVC SDR -35 © N 8934'23" E - - -- 112.19'' 4' PVC SDR -35 U DRAWN 6Y.- CHECKED BY- ENGINEERING DIKSIONAPPROVALS DRB ORB I 125 PLANS PREPARED UNDER SUPER14SION OF RECOMMENDED: a.I U AR• DATE: 7 L 1 /I/1- /✓� R.C.E. N0.: 44173 MASH MAHER tw_ Aftp W. P"AX,11 VINCENT L. SAMPO - EXP. 6130117 12./ 2 3/ 1 b 1Z • Z3 •!(o ENGINEER OF WORK DA 7E DA 7E CITYOFENCINITAS • PUBLIC WORKS DEPARTMENT /EMENT PLAN FOR : EOLUS AVENUE SEWER LATERALS FOR APN: 254 - 090 -57 & 254 - 090 -58 DRAW /NONO, 12646 -1 SHEET2OF2 T Z N ui w Z 0 w 0 c ' I Z PROFILE SCALE HOR1Z : l-- 10' VERT : 1 " = 2' 9 R PP -3H0- - -3HO- - -3HO- _ W-� APPROX. IOCA17ON 6' A�WA7ER MAIN 04 SEWER & WATER LAkfi L CROSS� N ML US ry Aa L47ERAL IF 13875 AVENUE o SERER LATERAL IF 13748 k 141.93 k - - AC PAVEMF T N125703 "W 84.91 -� x - _ EXIST 8' SEWS l _ CURB �, o o0 5a ,B 6 .__ V KM 2.9 ° vi ^ 142.29 J' 142.27 TG D -B 141.76 FL 141.74 FL / ' 9 1 75 D 3 1 +00.00 CONNECT TO EXISTSENER MAIN Sr;O 1 4 -MB(D 1_ _ 2 +1J 87 22 112' BEND & ( 1114' BEAD & SCO PER SC -01 Ila/ END 6' SEWER LA7ERAL 3 BEGIN 4' Mp LATER IGHT R/W BEGIN 6" SEWER LATERAL PER S- 17,S- 24,S -32 R� r -6#1 2f 1387 ° / ^ I D / c] 20 0 , W / APN.• 216 -0824 1 " =10, 0 5 10 20 APN.• 216 - 090-58 D OWNER LINDA RAZE[ v v *14A 2 - ------ 9 20' WDE PRIVA7E ROAD EASEMENT -RECORDED ON fEBRUARY 16, 1962 AS DOC NO 27746 O.R. CHANGE N0. DESCRIP77Od APPROVED DATE BENCHMARK SCALE AS -BUILT SET 25 "CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX / 1 INLET AT THE NORTHEAST CORNER OF THE CITY OF ENCINITAS V---J �- 113118 LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINIREE DRIVE i = 14' YING> Nr L, SA�nPO DATE DA7UM.•NAVD 88 ELEV4770N.• 67639' V S ifi R 744 LP 4' PVC Z LATERAL 2 +50 EAIS77NG ASPHALT PAVEMENT TRENCH RESURFACING PER SDRSYI G-24, TYPE A m i 3 +00 10.1 140 135 =!d 130 3 +40 1. SEWER LATERALS BEYOND THE PUBLIC RIGHT OF WAY ARE THE RESPONSIBILITY OF THE PROPERTY OWNER. 3 OWNERS TO OBTAIN A BUILDING PERMIT FOR ONSPE PLUMBING 4. CONTRACTOR TO VERIFY EXACT LOCATION AND ELEVATONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO START OF CONSTRUCTION THE CITY OF ENCINIMS & THE ENGINEER OF WORK SHALL BE N077RED OF ANY DISCREPANCIES W17H THESE PLANS 5. EVERY ATTEMPT IS TO BE MADE TO MINIMIZE DRIVEWAY BLOCKAGE. OVER SHOULD BE NOTF59 PRIOR TO WORK. NO OVERNIGHT BLOCKAG IS PERMITTED. SHALL PR07ECT EXISTING UPUBES AND IMPROVEMENTS SHOWN HEREON. THE SOILS ENGINEER SHOULD BE CONSULTED FOR SHORING AND STABILIZATION RECOMMENDA77ONS PRIOR TO CONSTRUCTION A BUILDING PERMIT IS REQUIRED FOR ANY SHORING. 7. THE OWNERS AND CONTRACTOR ARE SOLELY RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ALL NECESSARY EROSION CONTROL MEASURES, INCLUDING PRE - CONSTRUCTION AND POST - CONSTRUCTION (� BEST MANAGEMENT PRACTICES. (BMP'S1 REQUIRED BY THE CITY, COUNT, _ 1 AND STATE OFRCES HAVING J!!//KKISDICII�ION. 8. BENERTED PROPER7IES MUST PAY APPLICABLE SEWER CAPACITY FEES AND PULL APPLICABLE BUILDING PERMITS PRIOR TO LOT PE -INS 9 EACH NEW SEWER LA IERAL SHALL HAVE A BACKfLOW DEVICE INSTALLED AS REQUIRED BY THE UNIFORM PLUMBING CODE, 10. STREET CENTERLINE DATA PER RECORD OF SURVEY CURRENT IN PROCESS WITH THE COUNTY OF SAN DIEGO. It THE OWNERS OF ANY PROPERTIES SERVICED BY THE MUL77 -USER LA7ERAL WILL BE REQUIRED TO ENTER INTO A MUL P -USER LATERAL AGREEMENT WITH LAD PRIOR TO APPROVAL. 'V o CAUTIONIII 1 I CONC o CON 7RACTOR TO VERIFY EXACT LOCATION AND ELEVATIONS DRWY EXISTING OF EXISTING UNDERGROUND UTILITIES PRIOR TO START OF I p " � BUILDING CONS7RUCTON THE ENGINEER OF WORK SHALL BE i v NORRED OF ANY DISCREPANCIES WITH 7HESE PLANS TE: THE SEER LATERAL TO SERVE APN.' 090 -58 TO BE 4' DIA D 1.0% SLOPE MIN. EXISTING RESIDENCE IN CONFORMANCE WITH 'UNIFORM PLUMBING CODE. KEY NOTES- Q GRASS 18" -DIA AVOCADO TREE 144.80x 1. PROTECT MAILBOXES IN -PLACE COVERED �1/ �� ' I 2 PROTECT EXlS71NG TREE IN -PLACE 14244( APN.• 216 4090 -58 CARPORT 10 -DIA AVOCADO TREE DWNER LINDA fRAZEE �° 6� 144.33x J. PROTECT EXISTING U77LI17ES IN -PLACE hti P�� APN. 216- 090 -57 `J� 4. PR07fCT 91SYNO SIGN IN -PLACE 10E DIA (Sff CONSIRUC7IGIV NOTE) -. _._.__ . ..__..�.,_ . 143.52x COMER.• LINDA fRAZEE ? iR E 5 TRENCH RESURFACING PER .ORSD G -25, TYPE C �U Ut f 2 2 Al 14269x (VACANT) 1 ' -D /A'7 KP6. TRENCH RESURFCNG PER CITY OF ENGINITAS STANDARD 8" DIA 7REf ' -� Y � - - 7 CHAIN LINK FENCE ry $6 DETAIL X X X__- X�.- _ X_ _X- .__x -- X._____ _._ - - -X -- X -__... X_ X- 7. PR07ECT FENCE IN -PLACE - - 6 - - - - d - - - - - 3 +00 - ICV CY, - - - - - 9. 8. REMOVE AND PROTECT SURVEY REPLACE URRIGA770N CONTROL ALVE _ �_ �_ 145.05 EP V 5 / /rte/ S L� LG L .W 1jf1l���i //� /� - ..i /LL��Xp L'1q= z.c�7s _X - FEP..-. N ^o AC PAVEMENT N 20' WIDE PRIVATE ROAD EASEMENT I 23 " `O ° AC PAVEMENT �, ECORDED OV FEBRUARY 16, 1962 Q DEER PAN S DOC NO 27746, OR (PRIVATE) a e oQ O� ESSlOi l EP 143.53 EP _ _. x a__... 1ILN' 5'_ vFC1 Sq�o�G u , EP �, � No. 44173 NB93945 28 02 PL W _ N os -30 -17 9 3 NOSCAPING �q C 1 V 1 �� TEL PED _ _.w. _ _. �P _ .. �FOF CAL \�� _ _ I SgZp EP -l1 EP _ APN.• 216 82 -44 AC PAVEMENT AC PAVEMENT I rrp EP \1 Ep -3 Q.:..- .- 3H - 3H0 -�� -3H0 .. - -3HO- - -3HO- -3HO- -3H0° -3H0- - 0 5 10 20 T� 51W DATA NO. BEARING/DELTA RADIUS LENGTH DESCRIPTION p .. N 227423 E - - -- 2.75 6 Pty 7c IV O N 2235 37 W - - -- 47.00' 6' PVC SDR -35 0 N 1120'37' W - - -- 51.00' 6" PVC SDR -35 " 13 t2' 6' PVC SDR -35 SEIIkR LATERAL TABLE SEQ• N0. LOT N0. STREET STATION OF INVERT AT LENGTH OF DROP TO LATERAL ELEV. LATERAL GROUND DEPTH BELOW PAD' UP STREAM BACKWATER REMARKS LATERAL AT MAIN MAIN (IE) LATERAL MAIN AT PL (IE) SLOPE % ELEV. D PL PL (PL TO 1E) ELEV. FT MH RIM ELEV. VALVE REQ'D 1 57 & 58 1 +00.60 135.38 113.87` 1.3 137.ff9 1.00% 142.01 4.33 N/A I RM@J+ I YES N 560923 E -- - N 893423" E - - -- 744' 4' PVC SDR -35 © N 8934'23" E - - -- 112.19'' 4' PVC SDR -35 U DRAWN 6Y.- CHECKED BY- ENGINEERING DIKSIONAPPROVALS DRB ORB I 125 PLANS PREPARED UNDER SUPER14SION OF RECOMMENDED: a.I U AR• DATE: 7 L 1 /I/1- /✓� R.C.E. N0.: 44173 MASH MAHER tw_ Aftp W. P"AX,11 VINCENT L. SAMPO - EXP. 6130117 12./ 2 3/ 1 b 1Z • Z3 •!(o ENGINEER OF WORK DA 7E DA 7E CITYOFENCINITAS • PUBLIC WORKS DEPARTMENT /EMENT PLAN FOR : EOLUS AVENUE SEWER LATERALS FOR APN: 254 - 090 -57 & 254 - 090 -58 DRAW /NONO, 12646 -1 SHEET2OF2 T Z N ui w Z 0 w 0 c ' I Z SEIIkR LATERAL TABLE SEQ• N0. LOT N0. STREET STATION OF INVERT AT LENGTH OF DROP TO LATERAL ELEV. LATERAL GROUND DEPTH BELOW PAD' UP STREAM BACKWATER REMARKS LATERAL AT MAIN MAIN (IE) LATERAL MAIN AT PL (IE) SLOPE % ELEV. D PL PL (PL TO 1E) ELEV. FT MH RIM ELEV. VALVE REQ'D 1 57 & 58 1 +00.60 135.38 113.87` 1.3 137.ff9 1.00% 142.01 4.33 N/A I RM@J+ I YES N 560923 E -- - N 893423" E - - -- 744' 4' PVC SDR -35 © N 8934'23" E - - -- 112.19'' 4' PVC SDR -35 U DRAWN 6Y.- CHECKED BY- ENGINEERING DIKSIONAPPROVALS DRB ORB I 125 PLANS PREPARED UNDER SUPER14SION OF RECOMMENDED: a.I U AR• DATE: 7 L 1 /I/1- /✓� R.C.E. N0.: 44173 MASH MAHER tw_ Aftp W. P"AX,11 VINCENT L. SAMPO - EXP. 6130117 12./ 2 3/ 1 b 1Z • Z3 •!(o ENGINEER OF WORK DA 7E DA 7E CITYOFENCINITAS • PUBLIC WORKS DEPARTMENT /EMENT PLAN FOR : EOLUS AVENUE SEWER LATERALS FOR APN: 254 - 090 -57 & 254 - 090 -58 DRAW /NONO, 12646 -1 SHEET2OF2 T Z N ui w Z 0 w 0 c ' I Z N 560923 E -- - N 893423" E - - -- 744' 4' PVC SDR -35 © N 8934'23" E - - -- 112.19'' 4' PVC SDR -35 U DRAWN 6Y.- CHECKED BY- ENGINEERING DIKSIONAPPROVALS DRB ORB I 125 PLANS PREPARED UNDER SUPER14SION OF RECOMMENDED: a.I U AR• DATE: 7 L 1 /I/1- /✓� R.C.E. N0.: 44173 MASH MAHER tw_ Aftp W. P"AX,11 VINCENT L. SAMPO - EXP. 6130117 12./ 2 3/ 1 b 1Z • Z3 •!(o ENGINEER OF WORK DA 7E DA 7E CITYOFENCINITAS • PUBLIC WORKS DEPARTMENT /EMENT PLAN FOR : EOLUS AVENUE SEWER LATERALS FOR APN: 254 - 090 -57 & 254 - 090 -58 DRAW /NONO, 12646 -1 SHEET2OF2 T Z N ui w Z 0 w 0 c ' I Z CITYOFENCINITAS • PUBLIC WORKS DEPARTMENT /EMENT PLAN FOR : EOLUS AVENUE SEWER LATERALS FOR APN: 254 - 090 -57 & 254 - 090 -58 DRAW /NONO, 12646 -1 SHEET2OF2 T Z N ui w Z 0 w 0 c ' I Z