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2006-353 I (Plans)LEUCADIA WASTEWATER DISTRICT SEWER INSTALLATION NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OVER AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC LWD NOTES CONT. PUBLIC 27. 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. STREET IMPROVEMENT PLAN A PORTION OF ANDREW AVENUE, LEUCADIA Y 1CHi= 1V1A.0 NOT TO SCALE #1147 -A4 GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER THE GREENBOOK. 0 /l�ER'S CERTIFICATE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. C900 PIPE IS SHALL NOT BE ALLOWED. REQUIRED FOR DEPTH OF COVER OVER 15'. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD THESE PLANS. THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF DEVELOPER PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START IT IS FURTHER AGREED THAT THE OWNER REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR SHALL HAVE A KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS THE IMPROVEMENTS. LOCATION FROM THAT SHOW EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE N ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES LIKAWINUi ). MUST GUKKtN I tUI IIUNJ. IN IHt tVLN I OF GUNFLIG I IHt 29. ALL NINE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES LWD SEWER STANDARDS GOVERN. ALL LOCAL, STATE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED NOT SHOWN. 43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN I HEREBY CERTIFY THAT A REGISTERED SOILS T TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS GEOLOGIST HAS BEEN WILL BE RETAINED PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. IN OVER ALL GRADING ACTIVITY AND ADVISE OF OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER AND STABILITY THE SITE. PROGRESS. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. IN SEWER NOTES 2 AND 3 ON THE JOBSITE AT ALL TIMES. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL 19. STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE J THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH BY THE PIPE MANUFACTURER. (800) 422 -4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR JOW VANCE DATE SHALL BE POT HOLED PRIOR TO TRENCHING OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. WHATSOEVER TO LWD. AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING THE THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. 21. OR COMPLETENESS OF THE SEWER QUANTITIES. AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE EQUAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONCLUSION OF EACH DAY OF WORK. APPROVED BY LWD. BY: z411z CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 S7L�Neen/ R. JiN DATE HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE 8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD APPROVAL. STANDARD SPEC SURVEY REQUIREMENTS 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL 9. PRIOR TO BEGINNING SEWER WORK, THE CONTRACTOR SHALL SECURE HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. CORP., OR APPROVED EQUAL. 10. LCOUNTY, BEEN 36 SHALL TESTED AFTER OBTAINED FROMLTHE JURISDICTIONAL CITY, SUBSEQUENT MOVEMENT OR APPROPRIATE AGENCIES. DAMAGE AFTER BACKFILL. 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. UTILITY LATERALS. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS 38. ALL SEWERS S AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, APPROVAL THE LWD INSPECTOR PRIOR TO PAVING. CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY THE OSHA EXCAVATION PERMIT MUST 39. MANHOLES SHALL BE 4 -FEET DIAMETER FOR PIPE UP TO 15 -INCH DIAMETER BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. PER LWD STD DWG S -3. MANHOLES SHALL BE 5 -FEET DIAMETER FOR PIPE 18- INCHES AND LARGER PER LWD STD DWG S -4. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING 40. ALL NEW MH'S SHALL BE LINED WITH AN INTEGRALLY LOCKING PVC CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT (T -LOCK) PROTECTIVE LINING SYSTEM. ALL EXISTING MH'S WITH AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE MODIFICATIONS SHALL BE PROVIDED WITH URETHANE OR EPDXY LINING ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING, IF ANY. T -LOCK, THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL SUITABLE URETHANE AND EPDXY LINING SYSTEMS SHALL BE PER SECT 500 -2 OF STREET IMPROVEMENT PLAN A PORTION OF ANDREW AVENUE, LEUCADIA Y 1CHi= 1V1A.0 NOT TO SCALE #1147 -A4 GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER THE GREENBOOK. 0 /l�ER'S CERTIFICATE FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. C900 PIPE IS SHALL NOT BE ALLOWED. REQUIRED FOR DEPTH OF COVER OVER 15'. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD THESE PLANS. THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF DEVELOPER PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START IT IS FURTHER AGREED THAT THE OWNER REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR SHALL HAVE A KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS THE IMPROVEMENTS. LOCATION FROM THAT SHOW EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE N ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES START OF CONSTRUCTION. XISTNG PIPE MAY BEDUSEDIFOR SHALL NOT BE ALLOWED. SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. NOT SHOWN. 43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN I HEREBY CERTIFY THAT A REGISTERED SOILS T ENGINEER OR AND CONFINED SPACE ENTRY. ON THE DRAWINGS, THE CONTRACTOR SHALL CONNECT TO EXISTING GEOLOGIST HAS BEEN WILL BE RETAINED TO SUPERVISE 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A MANHOLE STRUCTURES AND CONSTRUCT THE NEW FLOW - THROUGH IN OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER AND STABILITY THE SITE. PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR LINES AS REQUIRED. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE INVERTS OF NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE 2 REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY 19. STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE J t ZI 13 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, (800) 422 -4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS BY LINK -SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE JOW VANCE DATE SHALL BE POT HOLED PRIOR TO TRENCHING LOCATED WITHIN ONE -FOOT OF THE MANHOLE BASE JACK HAMMERING SHEA HOMES LP OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY 22.THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH AND RECORD THE CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING MONUMENT CHANGE PER STATE LAW. COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF RC 65124 A PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION 24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL WATER SHALL COMPLY WITH LWD STD DWG S -2 AND WITH ALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. L COUNTY AND STATE HEALTH DEPT REGULATIONS ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. s-mvaO R. 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS ENCINITAS FIRE PROTECTION DIST. DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD N AS XISTNG PIPE MAY BEDUSEDIFOR SHALL NOT BE ALLOWED. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED T0, ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING 44. TRENCH SAFETY AND CONFINED SPACE ENTRY. WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES 22.THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH AND RECORD THE CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING MONUMENT CHANGE PER STATE LAW. COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF RC 65124 A PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION 24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL WATER SHALL COMPLY WITH LWD STD DWG S -2 AND WITH ALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. L COUNTY AND STATE HEALTH DEPT REGULATIONS ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. s-mvaO R. 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS ENCINITAS FIRE PROTECTION DIST. DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD N AS XISTNG PIPE MAY BEDUSEDIFOR STATEMENT OF ENGINEER OF WORK REVIEWED BY: DI EICTED BYITHECSOILISEENGINEER IN ACCORDANCE WITH ON STETED INSERTING WYES�INTOHAN EXISTING SEWER.EALLICONNECTIONS INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. //�� ( EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER !? / / 3 DRAWING S -32. SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM DATE: ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PUBLIC STREET IMPROVEMENT PLAN FOR: OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO 45. IIF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS CENTER OF MANHOLE. IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR 0353 -I BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD REVIEW PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF APN #216- 052 -10 ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR DWGS. REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, WITH INITIALED APPROVAL ON THE MYLARS. FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBUITY FOR THE PLANS 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF 46. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PROJECT. PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING THE THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE THE WORK PERFORMED BY THE ENGINEER. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE CONCLUSION OF EACH DAY OF WORK. OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. BY: z411z S7L�Neen/ R. JiN DATE 47 PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO 22.THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH AND RECORD THE CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING MONUMENT CHANGE PER STATE LAW. COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF RC 65124 A PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION 24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL WATER SHALL COMPLY WITH LWD STD DWG S -2 AND WITH ALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. L COUNTY AND STATE HEALTH DEPT REGULATIONS ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. s-mvaO R. 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS ENCINITAS FIRE PROTECTION DIST. DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD APPROVED DATE , REFERENCES REVIEWED BY: R I BY: REVIEWED BY: INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. //�� ( , . 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE !? / / 3 O.R. PLANS. DATE: D E: I DATE: REVISIONS U APPROVED DATE , REFERENCES DATE BENCHMARK 2I 11 4 FCADT ENCINITAS DISK SET NODRA NI I AGE STRUCTURE NEAR NE CORNER LA COSTA AVE BRIDGE OVER 15 ELEVATION 47.11 DATUM: NAVD88 SCALE HORIZONAL N/A VERTICAL N/A PLANNING & BUILDING REVIEW BY: CONTROL FACILITIES. RECORDED AS DOC. NO. ZOJ3__- 9f _________ O.R. CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PUBLIC STREET IMPROVEMENT PLAN FOR: ?_p DAT . ANDREW AVENUE 0353 -I EATON BEACH ESTATES i, WORK TO BE DONE THE GRADING CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE PLANS, THE CURRENT CITY OF ENCINITAS ENGINEERING DEPARTMENT STANDARD SPECIFICATIONS, THE SAN DIEGO ARE REGIONAL STANDARD DRAWINGS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION GENERAL NOTES 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 2. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCINITAS PUBLIC ROAD STANDARDS. R- VALUETESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. 4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACITILITES SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. 7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT SAN DIEGO GAS AND ELECTRIC COMPANY. TELEPHONE: (800) 422 -4133 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS /HER WORK WITH COMPANY REPRESENTATIVES. NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES CONTACT PACIFIC BELL. TELEPHONE: (800) 422 -4133. 9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS, AND BEAR THE COST OF RELOCATIONS, IF NEEDED. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT (800) 422 -4133. 10. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF -WAY, OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS. 11. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 12. ALL LUMINAIRES SHALL PROVIDE TRUE 90' CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE HORIZONTAL. 13. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT A PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR SUCH MEETING. PHONE 633 -2770. 14. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. 15. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY CHISELING THE LETTERS "S" AND "W ", RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. 16, THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION APPROVED BY THE INSPECTOR. 17. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDI ON). SAN DIEG UITO WATER DISTRICT PARKS & RECREATION E C� ED BY REVIEWED BY: may.. DATE: DATE: �y�3 SIGNATURE EXPIRES TWO YEARS AFTER DATE SIGNED ON BY i CHECKED BY R J I SRJ ENGINEERING DEPARTMENT APPROVALS PLANS PR ARE UNDER THE SUPERVISION OF RECOMMENDE 5w AP V DATE: 11-12-13 /f/2 3 R.C.E. NO. 65124 MASIH MAHER GLENN PRUIM DATE STEVEN Rr NES �� i ! 21 / I ENGINEERING \ \Cls \c \Users \C \CLS SHARED FILES \CLS Jol NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - LWD 760- 753 -0155 B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT C. WATER - SDWD (800) 422 -4133 - DIG ALERT D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT E. CABLE TV - COX (800) 422 -4133 - DIG ALERT 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. LEGEND SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS BOUNDARY LINE SETBACK LINE CENTERLINE - EXISTING CONTOURS - - - - 65 - - - - EXISTING EDGE OF PAVEMENT ° EXISTING GAS MAIN - --- C--- - - - - -- G° EXISTING SEWER EXISTING WATER METER EXISTING SEWER MAIN EXISTING WATER MAIN BMP GRAVEL SWALE - PUBLIC STREET D.G. PATHWAY - PUBLIC STREET 2" AC OVERLAY PAVEMENT LIMITS BMP LANDSCAPE STRIP & GRASSY SWALE PROPOSED SPOT ELEVATION PCC DRIVEWAY APRON SAWCUT AC PAVEMENT TRENCH RESURFACING 6" PAVEMENT EDGE CURB PROPOSED BUILDING WALL DRAINAGE DIRECTION COASTAL LAND SOLUTIONS, INC. �\ 573 SECOND STREET E!� ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 BMP PROJECT STATUS PRIORITY PROJECT FS= 360.00 4 4_ SDWD W10 -130 PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH "MAINT. AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES. RECORDED AS DOC. NO. ZOJ3__- 9f _________ O.R. CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PUBLIC STREET IMPROVEMENT PLAN FOR: ANDREW AVENUE 0353 -I EATON BEACH ESTATES PLANNING CASE NO. TPM 04 -286 APN #216- 052 -10 SHEET 1 OF Files \CLS1143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eaton Beach) OP 11 -12 -13 v2E �i z O ICA O U pro NEW R/W 1 EXIST R/W 5'- PUBLIC STREET DEDICATION CA ANDREW I AVENUE 40' EXIST R/W / 2.5 PLANTING STRIP 1 5' BMP GRAVEL FILTER SWALE 12'+/- 12'+/- 1 10, 5' DG PATHWAY 2" MIN. OVERLAY ItV N W to I 0 29' EXIST GRA - - - -- — — — — — EXIST GRADE PAVEMENT EDGE CURB 4" THICK; COLOR OF DG I EXIST AC PVMT & BASE TO MATCH EASTERLY IMPROVEMENTS UNDER 9117 -G NOTE: 2" OVERLAY IS A MINIMUM. PAVEMENT SECTION IS REQUIRED TO CONFORM TO CITY STANDARDS TYPICAL SECTION - ANDREW AVENUE NO SCALE 3/4" GRAVEL IN ATLANTIS 52mm GRAVEL CELL (Part No. 80006) AVAILABLE FROM KRISTAR INDUSTRIES 951 698 -3683 R/W / 2.5' PLANTING STRIP I 1 5 5 EXISTING GRADE 1" -- j 2% -,\ 3" -- ­ ­­�­­- ,----"--,--\ 6 "w x 8 DEEP ZERO FACE PCC CURB 6" COMPACTED PERMEABLE CLASS II BASE L4" DG PATHWAY OVER 4" CL II COMPACTED BASE GRAVEL SWALE, DG PATH, AND PLANTING STRIP TO BE MAINTAINED IN ACCORDANCE WITH ENCROACHMENT MAINTENANCE REMOVAL AGREEMENT PER DOC. -_ A&L&46i5R 2�,� RECORD_ 3,P- L2-_..0�9oS - --- EXIST AC PVMT & BASE 12'TOCA 2 MINIMUM WIDTH. 4 " AC / 6" CL II BASE. MIN T.I. = 6.0 2 AC OVERLAY l NO (TOP OF CURB ABOVE EXIST AC EDGE) SAWCUT EXIST AS I- -- 1------------------- REMOVE EXISTING AC PVMT RECOMPACT SUB BASE MATERIAL 6" PCC PAVEMENT EDGE CURB PCC CURB NOTES 1. CONCRETE SHALL BE 520 -C -2500 2. SEE STANDARD DRAWING G -10 FOR JOINT DETAILS ANDREW AVENUE -BMP GRAVEL SWALE AND DG PATHWAY NO SCALE New 8' PVC Water Main Install 2" MAR, WA -01 � Install 8" x FL x PO GV Install 12 x 8" FL x FL Tee and Thrust Block __- ..- .__.. -__ , ----- _ --------- M- Remove Existing 2 AR and Relocate 4✓- NEW 12" FL x PO Remove 12" FL x PO GV- Existing 12 "x8" FL x FL Tee & Thrust Block to Remain 3. of U CA Private Rd 66" min I 0" mint- P/L - 12 "xi6 "L FLxFL Spool ___ _ _ -GV - Remains GV - Remains Existing 8" PVC Water Main AR - Remains ESMT EXIST 20' PRIVATE ROAD AND --r— PUBLIC UTILITIES EASEMENT 12•z z � o In a I Z I X4.5 of I- Q 3 5 a IOf w o a 6-B: I U \ u I I w . U 0j EE DETAIL U LO wo N S--------- S _ ____ ----- q G I EXIST SEWER MH I GV EXISTING VCP SEWER MAIN AR -- ,� - - -S. G7 °0 , EXISTING 1 1 2" G S MAIN Li Z.....--- SEXISTJNG•4" GASnMAN -- I EXI TING 12" PVC WA R..MAIN_ r[a T ,._ ._ -_,_ _._ .,.,.. ' _. 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PROFILE - ANDREW AVENUE SCALE: Horiz.1 " =20', Vert 1 " =5' _ 1 I // � i I I i Y 11 ' I I xa I / 1 1 11 i I ,I 0d1 I ] r - ZU / ° I ACCESS RI,GHTS RELINQUISHED 0 \ ______ f 1 f - I TO PRIVATE ROAD EASEMENT If,i Q'n ; A I I i I t .i FOR REMAINDER PARCEL s a vow , ;, I I , ii f ' i I �rI�DI���ob -'� 1 / // x*"I'' i �` � °r��(i�W°����r�i° p°A�°��� I' sa ( I i � GRAPHIC SCALE 1 " =20' / .,I NOT FOR PURPOSE OF SALES =I X '' I _ / / 1:11 , i I LEASE OR FINANCING I j a j I I" ' EXISTING PALM TREE ` /° ' ; Q. 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Q Z z _...: - <� \emu-- _ ---�� _ j 00 M 00 c0 + i U fr/I \ t0 WI °OW 0_' r Z W W +0 F nr ? x X QpOFESS_r I LLI w �Q�p �� F{ • ✓�ti �� PUBLIC STREET IMPROVEMENTS SCALE: 1 " =20' COASTAL LAND 1 �� `t WATER MAIN CONNECTION DETAIL SOLUTIONS, INC. W No. 65124 N SECOND STREET %�r NO SCALE 573 ENCINITAS, CA 92024 Sj. CIVIC Q SEE DWG No. 0353—G PH (760) 230 -6025 4 1 CA`ZF� FOR ADDITIONAL WATER AND SEWER SYSTEM DETAILS � FAX (760) 230 -6026 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT SRJ I SRJ I ScE ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. '? CITY OF ENCINITAS CONTROL POINT NUMBER 1001 PLANS P PARED UNDER THE SUPERVISION OF RECOMMENDED APP D PUBLIC STREET IMPROVEMENT PLAN FOR: 2 1/4° CADT DISK SET IN DRAINAGE STRUCTURE NEAR NE CORNER LA COSTA AVE BRIDGE OVER 15 HORIZONAL VARIES DATE: / / —ri -i3 wt w► �� ANDREW AVENUE 0353-1 Z4�i VERTICAL N/A STEVEN JONES R.C.E. N0. 65124 MASIH MAHER ENGIINE RRING AND DAB EATON BEACH ESTATES EXP. 9 -30 -15 11/21 /13 PUBLIC WORKS DIRECTOR ELEVATION 47.11 DATUM: NAVD88 DATE WORK PROJECT NO. TPM 04 -286 APN #216- 052 -10 1 SHEET 2 OF 4 \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLS1143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eats ale .. • I 4 V. W 0 9 0 0 U n Beac I �, WATER SYSTEM NOTES 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE SPECIFICATIONS OF THE CURRENT WATER AGENCIES STANDARDS COMMITTE (WASC). THE CONTRACTOR SHALL AND HEREBY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 7. INSTALL FIREHYDRANTS 2.5' FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS OF WAY. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS OF WAY, CITY RIGHTS OF WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE WATER LINES ARE ACCEPTED AND A COPY SENT TO SAN DIEGUITO WATER DISTRICT OFFICE. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES STANDARDS COMMITTEE (WAGC) SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTIONS DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 13. FILL AREAS MUST BE COMPACTED TO 907., PRIOR TO PIPE INSTALLATION. 14. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THE PROJECT. 15. ALL EXISTING FACILITIES THAT MAY EFFECT FINAL DESIGN I.E., LINE CROSSING, LINE PARALLELLING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENTS PLANS. ELECTRICAL AND SEWER TO CROSS UNDER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASC ) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT OF WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVISE ARE RESPONSIBILITY OF OWNER. 17. MINIMAL HORIZONTAL SEPERATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 18. UTILITIES TO MAINTAIN 5 FOOT SEPERATION WHEN PARALLELING WATER SERVICES. 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY FIRE HYDRANT, METER, VALVES, VALVE BOXES, ETC..) THAT ARE EFFECTED BY THEIR PROJECT. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 21. USE THE FOLLOWING COMBINATIONS OF PLAIN 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 COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 FOOT PIPE LENGTHS WITH DEFELECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET AND 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF CHORD AND CONTINUE THIS COMBINATION THROUGHT THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN 9.5 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE DISTRICTS REPRESENTATIVE. 22. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEMS EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 23. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. GRAPHIC SCALE 1 Lp►COSsA AN 1HEADWALL PFD SDI D -30 \ f / TOP HDY ..- 44.855' 44�� EXISTING SDWD RISER -mss J EXISTING POWER POLE AND GUY WIRE i 8 O B � GpS O F: r' r` .f f a i � rfl ( PLAN - OFFSITE STORM DRAIN IMPROVEMENTS (LA COSTA AVENUE SCALE: PROFILE - 16' PRIVATE ROAD AND UTILITIES SCALE: 1 " =20 Horiz, 1 " =5' Vert EXISTING 24" CMP ENDWALL PER SDRSD D -30 TW =45.82 ENDWALL PER SDRSD D -30 TW =45.90 IE EX 24" =42.65 IE EX 24 " =42. ------------------ ___ MODIFIED TYPE C DRAINAGE DITCH PER SDRSD D -75 d ° EXISTING 24" CMP 0 PROFILE - OFFSITE STORM DRAIN IMPROVEMENTS SCALE: 1 " =3" horiz, 1 " =3' Vert 5' FS =43.63 FL =42.68 MODIFIED TYPE C DRAINAGE DITCH PER SDRSD D -75 FL =42.69 SECTION A - DRAINAGE DITCH SCALE: 1 " =3" horiz, 1 " =3' Vert e EXISTING 24" CMP ENDWALL PER SDRSD D -30 TW =45.82 ENDWALL PER SDRSD D -30 TW =45.90 IE EX 24" =42.65 IE EX 24 " =42. ------------------ ___ MODIFIED TYPE C DRAINAGE DITCH PER SDRSD D -75 d ° EXISTING 24" CMP 0 PROFILE - OFFSITE STORM DRAIN IMPROVEMENTS SCALE: 1 " =3" horiz, 1 " =3' Vert 5' FS =43.63 FL =42.68 MODIFIED TYPE C DRAINAGE DITCH PER SDRSD D -75 FL =42.69 SECTION A - DRAINAGE DITCH SCALE: 1 " =3" horiz, 1 " =3' Vert DEPTH VARIES FL =42.70 5' FS =44.00 FS =43.50 MODIFIED TYPE C DRAINAGE DITCH PER SDRSD D -75 SECTION B - DRAINAGE DITCH SCALE: 1 " =3" horiz, 1 " =3' Vert SEE DWG No. 0353 -G FOR ADDITIONAL WATER AND SEWER SYSTEM DETAILS COASTAL LAND SOLUTIONS, INC. 573 SECOND STREET ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT sRJ s J I scE ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. S ° LI I-T ne suc CITY OF ENCINITAS CONTROL POINT NUMBER 1001 PLANS PREP ED NDER THE SUPERVISION OF RECOMMEND D APP D PUBLIC STREET IMPROVEMENT PLAN FOR: 2 1/ NEAR NE CORNER LA COSTA AVE BRIDGE OVER 15 HORIZONAL VARIES DATE: // 4" CADT DISK SET IN DRAINAGE STRUCTURE ,/ ANDREW AVENUE 0353 - I �Z "/3 / ✓'• ^^ Z VERTICAL N/A STEVEN R. S R.C.E. N0. 65124 MASIH MAHER ENGINEERING AND DATE EATON BEACH ESTATES EXP. 9 -30 -15 j) X2/1 13 PUBLIC WORKS DIRECTOR ELEVATION 47.11 DATUM: NAVD88 DATE WORK PROJECT NO. TPM 04 -286 APN #216- 052 -10 SHEET 3 OF 4 \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLS1143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eatc 9 U Z O O O U Bea( � ©I GRAPHIC SCALE 0' ti F I's G3 Pll-,,4041� oi,410, 0 v EXIST PCC EDGE OF PVMT 12' STORM DRAIN CURB PER PLAN No. 9117-1 EXISTING PER DWG No. 9117-G TG=76 2 EXTW=78.25 TG-75.2 EXTW=7 7.49 EXISTING KEYSTONE WALL TG=76.7 TG 73.7 i -IN-6-5.5 IE=71.0 IE=72-2 EXBW=73 EXBW=73.53 R DWG No. 9117-G EX711�7 .71 E IE=70.2 �R - - - - - - - - - - - - - - - - j EXB 40 7L EX=73 00 X= ,T C) ti I co �� I ------------- --- - -------- - - - -------------- -------- -------------------------------------------- X EX -74.00 . ........ 74--.00 ----- /-EX=73.40 E =73.25--\ EX=7 -74.00 EX 9-1 CUT SLOPE (2:71 MAX. 7X. 2-1 CU SLOP -- ----- SL 7:5 T 74 y v . . .. . .. . . =F-72 14EW spup Tor 71 i. - - - - - - - - - - - - - - - - - - - - a FL=69.25 L ? 7 W iii - - - - - - - - - - - - - - - - - "PARCIRL 4 PARCEL3 Ld PADI=69.25 % --70.00 IJ PAD -286 - NGVD29 DATUM) 0.0 TPM 04-286 ---NGV,1)29 DATUM) 72.1 TPM 04-286 - NAVD88 DATUM) -rum) 70.0 TPM 04 �72.1 TOM, O4--2ii§,, NAVD88 DA 7 MdAMERMCM NO GRADING PROPOSED ON REMAINDER PARCEL AT THIS FOR FL=68,50 TIME. NOT E SEWER LATERAL WITH LEASE, OR FINA L PURPOSE OF,5ALE, BACKFLOW PREVENTOR SEWER LATERAL,WT-H BACKFLOW PREVENTOR 25 0 y., EASEMENTS. S APPROXIMATE LOCATION OF EXISTING SE R LATERAL. ADD C.O. 0 P/L T. Sr NO VEHICULAR ACCESS OVER THE PRIVATE ROAD FROM THE REMAINDER PARCEL 24- AREA NG REMAINDER PARCEL TO ANDREW AVENUE. ACCESS MUST BE TAKEN DIRECTLY TO ANDREW AVENUE. DRAIN L TG-691.50 .1,0 s 20' PRIVATE ROAD, PUBLIC UTILITIES AND DRAINAGE EASEMENT, PUBLIC WATEk, WATER O J UTILITIES EASEMENT TO SDWD PER PARCEL MAP (TPM 04-286) PA fi�,N\ 16- PRIVATE ROAD & PUBLIC UTILITIES EASEMENT TO BE GRANTED AND/OR RESERVED 6,Q 7L=69.00 _j SEWER L - - - - -- -- '77= N& AT THE TIME OF SALE OF EACH PARCEL. C.O. ix - --- --- - - - - - - - - lbi - - - 72 IE=63. Z=.-B 10 . . . . O 8' PRIVATE DRAINAGE EASEMENT TO BE GRANTED AND/OR RESERVED AT THE TIME, FL -68.00 FS=69.25-/ IN 14 *56! 10,-W,478 59' --A ---------- N14055'10"W 161.07- PA--\. OF SALE OF EAH PARCEL. 7 UTILITIES TO BE GRANTED AND/OR RESERVED AT THE Iq cu FS all D O 5' EASEMENT FOR PUBLIC TIME OF SALE OF EACH PARCEL, TOGETHER WITH THE RIGHT TO GRANT TO PUBLIC rl cu L F cu ul UTILITY COMPANIES AS REQUIRED TO PROVED CABLE TV, GAS, TELEPHONE AND - & BASE- 25' In 16' AC PAVEMEN ELECTRIC SURVICES. SEE TYPICAL SECTION - 16- PRIVArrE ROAD r I j o I v I -4 AND PROFILE SHEET 2 f 0 5! GRAVEL O PUBLIC SEWER MAIN EASEMENT TO LWD PER DOC No. 2007-0144248, REC. 03/02/2001\ �i i ISWAa' 5-1 4-- PARCEL 1 z 5' UTILITES EASEMENTO 5' DG PATHWAY PAD=68.75 25' t b a CA 71.1 TPM 04-�286-� NAVD88 DATUM) R/W- 25! W.0 TPM-b4-286 --�--NGVD29 DATUM) ---- -- 25 110' 0 cn -PARCM 2 WN 0 FS=68.13 to SEWER LATERAL z J I PAD=08.20 WITH BACKFLOW Ad 0 Z 71.1 TPM 04-286 NAVD88 DATUM) PREVENTOR 69.0 TPM 04-286 NGVD29 DATUM) Ic A I zu M PA- En < I uj t- 4C SEWER 'i L 5' PUBLIC STREET DEDICATION z L PER PARCEL MAP FOR TPM 04-2B6 j A. EXISTING 12' PVC 0 2% PRIVATE STORM DRAIN w LATERALS M > CONST. PER DWG No. 9117-G LATERAL => SEWER (wn < WITH BACKFLOW A J,�;,LIMIT OF SEE PRIVATE ROAD MAINTENANCE AGREEMENT I D V) %U EXIST 9ftls-c4g cie-2. 'to w w� WE 0 PREVENTOR PER DOC No. V) ESMT TO RECORDED !!�6�ffl -in w *0 'k S tidb SDWD cq - - - - - - - - - - - - - - - -- - - - - PROFILE STATIONIFTG ¢m INSTALL BROOKS 24' i I ZOW no� 'N ui V) 0-w -- --------- ---- 1wr ------------------ -------------- --- --- -------------------- ------- -- ---------- PRECAST PCC GRATE nn W>- ------ .0 1 3 4 1 b INLET. CONNECT 1 Tq z EXISTING 12" 11D Vic"' ---------- -7 ....... PVC WI 7 7, -77 -7 --t-S 1, 12" PVC CONNECTORTHPIPE. �l 7 T, CONNECT 4' PERFORATED -681 - - 'V F 41 -J, 05 H BIO SWALE UNDERDRAIN PIPE TO INLET. 0. j\ L ROAD, DRAINAGE AND UTILITY IMPROVEMENTS 11 INDICATES ITEM TO BE CONSTRUCTED AS SHOWN ON PLAN AND AS DECRIBED IN TABLE BELOW ITEM No. QUANTITY UNITS DESCRIPTION SPECIFICATION ALL 4" SEWER LATERALS SHAL HAVE A MINIMUM L % SLOPE PLUS FOO T 2 A 1.2 DROP TO THE MAIN. CORE DRILL EXISTING MANHOLE AT AN ELEVATION 2 7,150 SF AC PAVEMENT AND BASE SEE STRUCTURAL SECTION NOTE 3 250 SF PCC DRIVEWAY APRON & BASE SDRSD G-17 4 600 LF PCC PAVEMENT EDGE CURB DETAIL, SHEET 3 5 775 SF BMP GRAVEL SWALE DETAIL, SHEET 3 6 775 SF DG PATHWAY DETAIL, SHEET 3 7 30 SF TRENCH RESURFACING CITY STANDARD 8 7 EA "FIRE LANE - NO PARKING" SIGN CITY STANDARD 9 1506 SF BIO SWALE- PRIVATE DRAINAGE DETAIL, SHEET 2 10 1 EA CONNECT TO EXIST WATER MAIN DETAIL, SHEET 3 11 244 LF 8" PVC WATER MAIN CL 305, C900 12 20 LF 4" PVC WATER SERVICE CL 305, C900 13 4 EA 1" DUAL WATER SERVICE WAS STD WS-09, WC-17 14 1 EA I RESIDENTIAL FIRE HYDRANT WAS STD WF-01 15 2 EA 2" BLOW-OFF WAS STD WB-01 & WB-04 16 2 EA 2" MANUAL AIR RELEASE WAS STD WA-01 17 304 LF 8" PVC SEWER MAIN LWD S-11 - SDR 35 18 200 LF 4" PVC SEWER LATERAL PIPE SDR35, TABLE SHEET 3 19 1 EA SEWER MANHOLE LWD S-3 20 1 EA 124 PCC GRATE INLET BROOKS 2424 21 4 EA 14- PVC SEWER LATERAL CONNECTION LWD S-17 - SDIR 35 22 1 1 EA 14" ATRIUM INLET NOS #75 EX=08.-75- FL= L EX =67.00 -EX---67.00 F EX -67.00 X EMST(NG-GAS, qNE TO BE REMOVED FS=6&." EX E r,6 BID SWALE 8 EN -*9 --70 2"; Z�- z z -34 �ill 0- F=Z Zjj 0 PA AND EDGE OF ENT. U)Ld C5 c1l SEE BIO SWALE, ON + in uj WITHOUT CITY PERMIT- EXISTING I I I I o. �i FENCE 0 SHEET 2. NOT TO -BE ALTERED 0) R CONSTRUCTION: Np TO REMAIN FIRE HYDRANT & METE Q INSTALL ek6m FL TEE, 1-6" FLxPO GATE VALVE, o) -t UA fn K) x �(O to 0) 0) 00 + Ln x w N q - o i + -8"x4* FLxFL REDUCER, 1-4" FLxPO ADAPTER 27'1 11 w CO3: 1 (n + + + acn 6 �04 CIJ 04 Z C111 WATER SERVICES TO BE INSTALLED ON 4" PVC 24- APART cl 6 0 1 0 M R z cn In LO PER WF-01 -(FH) AND WS-09 (WATER SERVICE), 0 + ie �uw + Lu g + A R N rl -- + w N 0. ------------- - -- - -- -------- -- ------ - ------ - - ------ ---------- _- . ---- -- - . ..... ---- --- -- - FIl NISHED SURFACE! AT C/1.2, R06D 0 0 -`HMA--O�ER-6R-CLA$S; ll'� `BASE i 4' C4 RIVATE STORM ORA EASEMENT --0306073, Red 04/09/2004 CIO o, DOC.PNm 2004� c L &I biA '6&iirm �lu nu BY USE PUBLIC EXIST 12" AC WATER MAIN PER LWW04A EXIST 1 1/2- HP GAS MAIN EXIST 4 1/2- HP GAS MAIN - °v:__ .4 1-.� N - T TO FYIqT I 1. SEE SEWER NOTES, SHEET 2& 3 FOR ADDITIONAL SPECIFICATIONS FOR SEWER SYSTEM IMPROVEMENTS SHOWN ON THIS PLAN PROFILE 20' PRIVATE ROAD AND UTILITIES 23 � ALL 4" SEWER LATERALS SHAL HAVE A MINIMUM L % SLOPE PLUS FOO T 2 A 1.2 DROP TO THE MAIN. CORE DRILL EXISTING MANHOLE AT AN ELEVATION OF 0.2' ABOVE EXISTING I.E. OUT AND SECURE PIPE WITH LINK SEAL OR FESSr94 SCALE: 1"=20 Horiz, 1"=5' Vert 4.) APPROVED EQUAL. SAGS IN SEWER MAIN ARE NOT ALLOWED. lip R. vO co COASTAL LAM �q '0 SOLLTnONS,, INC. (-0 No. 65124 U-1 L573 SECOND STREET ENCINITAS, CA 92024 ST clvl\- PH (760) 230-6025 OF CAS 0 FOR ADDITIONAL WATER AND SEWER SYSTEM DETAILS FAX (760) 230-6026 - REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT nFRTamFn Ry I DRA�N BY 1 CHEffiD BY ENGINEERING DEPARTMENT CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. SRJ I SHJ I SUL APP VATS CITY OF ENCINITAS CONTROL POINT NUMBER 1001 PLANS P PAR UNDER THE SUPERVISION OF MENDED PUBLIC STREET IMPROVEMENT PLAN FOR: 2 1/4" CADT DISK SET IN DRAINAGE STRUCTURE RECOMMENDED V7 NEAR NE CORNER LA COSTA AVE BRIDGE OVER 15 HORIZONAL VARIES DATE: 11-1Z-1? -�-tA e - ANDREW AVENUE 0353-1 VERTICAL N/A R.C.E. NO. 65124 MASIH MAHER GLENN PRUIM EATON BEACH ESTATES STEVEN JONES ENGINEERING AND EXP. 9-30-15 -U,02 -j/ 1.7 PUBLIC WORKS DIRECTOR r 'SHE7 ELEVATION 47.11 DATUM: NAVD88 DATE WORK PROJECT NO. TPM 04-286 APIN #216-052-10 -ET 4 OF 4 x