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2010-10596 I (Plans) W- 44MM OMWECM NOI _ OR ALL FROM ,. L T PRIVATE ENGINEER 21. LENGTH OF OPEN IRENCH SHAL BE LIMITED TO 31iFJ FEET, INCLUDING COLLECTORS AND 1. ALL MET4 CONNECTIONS TOO €X# R SHALL BE MADE TO fITISING WYE SHALL 1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING SER1S DEPARTMENT Ft�' ANY I. Ltt� APPROVAL OF THESE PLANS DOES L�}T RELIEVE THE APP-1GAN OR WORK OR CONTRACTOR FROM TES" . : UTY FOR IHE OW096M OF ERRORS AND LATERALS UNITS OTHER APPROVED IN f1 AIG BY THE DISTRICT. TRENCH SHALL BE MADE BY INSTALLING NEW MAHUFAC D WIVES STANDARD BELL AND SPIGOT OR PROPERTY BOUNDARY WORK WITHIN THE RIGHT-OF-MY. OMISTNS DISCOVERED DURING OR AFTER CONSTRRUCTON. BE BACKfftLL£D OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. PLAIN €FIT WY£5 AND PLAIN END P!P€ SPOOLS MATCHING THE ADJACENT EXISTING PIPE 2 THE SIRLICIURAL SECTION SHALL BE DI ACCORDANCE WTI CITY OF ENCINITAS PUBLIC ROAD MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION: 2 ALL DESIGN, MATERIALS AND CONS�IM WORK SHALL CONFORM TO THE LEUCADIA 22. THE CONTRACTOR SHALL. PROTECT ALL SURVEY MONUMENTATII3N. E ANY SURVEY EXISTING CONTOUR STANDARDS R ALU QU WASTEWATER DISTRICT L0 SEWER STANDARDS AND TO THE REQUIREMENTS OF THE MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED 2 IF NECESSARY DURING THE LATERAL CfA?tNECTON WOK, UPSTREAM FLAW IN THE EX1SIl1 STANDARD SPEC FKAIONS FOR PUBLIC F8! TRUCIIOAI K AND THE. SURVEYOR TO RE-ESTABUSH AND RECORD THE MONUMENT CHANGE PER STATE LAW SEWER SHALL BE TEMPORARILY PLUGGED AND BY-PASSED BY PUMPING OR PUMPER J. APPROVAL OF OUTSIDE IMPROVEMENT THE PROJECT PLANS A SHOWN DOES NOT CONSTITUTE APPROVAL OF ANY E ( -N J TRUCKS FOR DISPOSAL TO A DOWNSTREAM LID SEW, IN LOCATIONS WITH SIGNIFICANT 154.50 CONSTRUCTION OUTBID£ THE PROJECT BOUNDARY. REGK)NAL STANDAHx?D DTRARSINGS MOST CURRENT EDHTKRNS IN THE EVENT OF CONFLICT EXISTING ELEVATION X THE LWD SEWER STANDARDS GOVERN. 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROIESIN OF DUTY AND BYPASS 4. ALL UNDERGROUND UTILIZES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, PIPE AND ANY OTHER UTILITIES EQUIPMENT WITH FULL-TIME MANNED MONITORING NO LI*NNED BYPASS SHALL BE CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE A LLOWED. EDGE OF AC PAVEMENT FOLLOWED AT ALL TIMES WITHOUT EXCEPTION 24. SEPARATION OF SEWER / WATER AND SEWER /RECLAIMED WATER SHALL COMPLY WITH 5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SH NI ON THESE PLANS LWD STD DWG S-2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS 3, FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE 4. THE CONTRACTOR SHALL NAVE A COPY OF VILE SEVER N07FS 2. & 3 DOCUMENTS ON MAD E OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AND OUTSIDE EXISTING SEWER MAIN - THERE ARE NO OTHER EXISTING FACILTIES EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE THE JOBSITE AT ALL TIMES. 25, CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING FACIUTY DIRECT PRESENCE OF THE LAD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 5 THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE ALLOWED TO FLOW TO EXIS71NG SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE EXISTING WATER MAIN DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT UPSTREAM WORK BY THE LAD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. SLIPPED AL! THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES 6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE MAY PROVE DEF€C71VE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SUPPED BACK INTO A POSITION CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONS7RUCTON OF NEW WORK CONTRACTOR WILL PERIOD WITHOUT EXPENSE WHATSOEVER TO LID, 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES PVC SEWER REPAIR COUPLINGS PROPOSED SEWER MAIN LWD S-11, S-12 B MAKE EXPLORATORY EXCAVA71ONS AND LOCATE EXISTING UNDERGROUND FACIURES SUFFICIENTL Y UNLESS OTHERNSE SHOWN AS APPROVED BY LWD ON THE PLANS SHALL BE AS MANUFACTURED BY PW PIPE, OR EQUAL APPROVED BY THE LWO DISTRICT AHEAD OF CONSNUC17ON TO PERMIT REVISIONS TO PLANS lF REVISIONS ARE NECESSARY BECAUSE 6. QUAN1777ES SHOWN HEREON ARE FOR BOND ES71MAIE PURPOSES ONLY NEITHER THE ENGINEER. OF ACTUAL LOCA71ON OF EXISTING FACILITIES PRIVATE ENGINEER NOT LE GUARANTEES THE ACCURACY OR COMPLETENESS OF THE 27. A 2-INCH HIGH S° SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCA71ON PROPOSED SEWER MANHOLE LWD S-3, S-4 SEWER QUANTITIES BY THE CONTRACTOR. 4. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYESAIAY BE USED TO 71E-IN TO 7. THE CONTRACTOR SHALL N017FY SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO STARING WORK EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, NEAR COMPANY FACIL17ZES AND SHALL COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWNGS REPRESEN71NC 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL THE WRE A ROMAC INDUSTRIES INC. STYLE 501, OR APPROVED EQUAL, STRAIGHT OR IRANSIION PROPOSED SEWER LATERAL LWD S-17, S-18 -tom ALL MATERIALS AND SUPPLIES SAISFACTORY TO LID. WORK SHALL NOT COMMENCE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WRE. THE TAG COUPLING SHALL BE USED WITH A GASKET RANGE FOR EACH END OF THE COUPLING TO NOTICE ALL ELECTRICAL AND GAS SERVICES W�I11N THIS PROJECT ARE UNDERGROUND UNTIL SUCH MATERIALS ARE APPROVED BY LWD. OVER THE SEWER MAIN SHALL TERMINAIE NO MORE THAN TWO FEET (2') BELOW TOP OF MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING INSTALLATIONS'. FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND APPURTENANCES ASPHALT PAVING THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65-45-12 TRENCH RESURFACING CITY OF ENC. STD. TRENCH / CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. TELEPHONE. (800) 422-4133 8. PRIOR TO BEGINNING SEWER WORK, THE LE INSPECTOR SHALL BE FURNISHED THREE SETS ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE BACKFILL & RESURFACING DWG. OF CUT SHEETS AND SHALL COMPLY NTH LOD STANDARD SPEC SURVEY REQUIREMENTS CONNECTION. TYPE OF CONNECTING PIPE GASKETS SHALL BE SBR PER ASTM D2000 MBA710, 8. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARING WORK NEAR COMPANY FACILITIES COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 AND SHALL COORDINATE HIS/HER WORK WITH COMPANY REPRESENTATIVES 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PR07ECT PIPE, JOINTS, LINING, STAINLESS STEEL CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO AND COATING THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING VOICE. ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE "UNDERGROUND CONSTRUCTION' AND PREVENT UNEVEN SETTLEM€NT. PIPE SHALL BE PP07ECIED AGAINST FLOTAI(XV AT ALL TIMES OPEN ENDS OF PIPE SHALL BE SEALED AT ALL 71MES MIEN CONSIRLICTION INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT PACIFIC BELL. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE IS NOT IN PROGRESS TELEPHONE (800) 422-4133 JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES STAMENT 313 PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED 9. IT SHALL BE THE RESPONSIBILITY OF THE DEIELOFFJ? TO CONTACT THE U71LITY AGENCIES, ADVISE 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, IF NEEDED. PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL SHEET No. DESCRIPTION OR OTHER PROVISIONS TO BE MADE FOR PROIE07ION OF WORKERS FROM THE HAZARD OF 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LAO SEWER STANDARDS COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS 10. ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND INSTALLATIONS" FOR LOCAION CAVING GROUND DURING TRENCH EXCAVA7ON AND PIPE INSTALLATION 7HERDN. THIS WATER JETTING SHALL NOT BE ALLOWED. TRADE OF PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN p TAE SHEET OF CABLES AND APPURTENANCES CONTACT (800) 422-4133. PLAN MUST BE PREPARED FOR ALL TRENCHES RIVE FEET OR MORE IN DEPTH. IF THE SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS ENCINITAS THE ENGINEER AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE 2 SEWER PLAN & PROFILE 11. POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL BE SHOWN ON THE AS BUILT' CONSIRUC71ON SAFETY ORDERS, 717LE 8, CALIFORNIA ADMHVISTRA71VE CODE THE PLAN ENGINEER IS NOT A DETERMINARON BY THE CITY OF ENCINITAS OF THE TECHNICAL IMPROVEMENT DRAWINGS ALL SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT-OF-WAY, SHALL BE PREPARED BY A REGISTERED ENCINEER. A COPY OF THE OSHA EXCAVATION 33, JOB MIXING OF CONCRETE IS NOT ALLOWED WWTHOUT EXCEPTION. CONCRETE TESTING BY SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE OR WITHIN EASEMENTS DEDICATED TO THE CITY OF ENCINITAS PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. LAD WILL BE AT CONTRACTOR EXPENSE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS PAM MWR 254-391-28, 29, 30, 44 G SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE AREAS TO 12. ALL SEWER FACILIIES SHALL BE INSTALLED IN DRY EXCAVA71ONS AND TRENCHES M. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME AND ITS OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY T2. NO PA BE PAVEDED . CONTRACTOR SHALL DfWATER AND MAINTAIN DfWAT£RiMG CONTINUOUSLY UNTIL THE WORK OF PLACEMENT GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTERS SHALL ARISING SOLELY FROM THE NEGLIGENT ACTS ERRORS, OR OMISSIONS OF THE ENGINEER AND IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKALL MATERIALS IN A DRY BE SET IN THE BASE FOR EACH PIPE CONNECTION. SET 17NG OF MH RINGS SHALL NOT BE HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN 7HE COURSE AND SCOPE OF SUCH AGENCY IS PRIVATE ROAD IMPROVEMENTS SHOWV HEREON ARE FOR INFORMATION ONLY CITY OFFICIALS STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE NET IN ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT PRECAST MANHOLE BASES ARE AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. LM DEMWIM : THE SOUTHERLY 150 FEET OF LOT 2 IN BLOCK 'E° OF MAP No. SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE THE FUTURE SHALL BE ENCASED IN GEOIEX71LE MATERIAL. SUITABLE GEOIEX71LE ACCEPTABLE FOR USE NIH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL 1788 AND THE REMAINDER PARCEL OF PARCEL MAP No 17730. DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS (IF APPLICABLE). MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF 35. JOINTS BETWEEN MH BASE SHAFING, CONE SECTIONS, AND RING SHALL HAVE A 2' BY 2' BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE BY DA 1E 14. ALL LUMINARIES SHALL PROVIDE TRUE 90• CUTOFF, AND ALLOW NO ESCAPE OF LIGHT ABOVE THE GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. RANDY R. HORIZONTAL CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL TILE 13 THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS 15. THE CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPARTMENT A OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND RCf No.: 36p90 _EXP. DATE 6/30/12 3A @i WINK, TR VaA TR PRE-CONSTRUCTION MEERNG AND SHALL PROVIDE AT LEAST 48 HOURS OF N0710E FOR SUCH A THE PRIVATE ENGINEERS KNOWLEDGE, THERE ARE NO EXISTING UTUTTES EXCEPT THOSE 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKRLL AARON BRUNSWICK CALIFORNIA TRUST UTD 4/17/90 MEETING. PHONE NUMBER FOR YOUR INSPECTOR KILL BE STAMPED ON YOUR PERMIT. SHOWN ON THESE PLANS ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER COMPAN Y: SOWARDS & BROWN ENGINEERING, INC. ��! IGKH'&4!: � S � UTILITIES OR STRUCTURES NOT SHOW, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ADDRESS: 2187 NEWCASTLE AVE., STE 103 1, FL 3plil 16 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND PHONE. (760 4 16. THE DEVELOPER SHAH BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK W'HtCH IS ON THE PLANS THE CONTRACTOR SHAH TAKE DUE PRECAUTIONARY MEASURES TO J 36-8500 30C-l" -7764 DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIWL PR07ECT THE UTILITIES SHOW ON THE PLANS AND OTHER EXISTING FACIUIES OR TELEVISED AT THE APPUCANT/CONIRACTORS EXPENSE PRIOR TO CONSIDERATION FOR ENGINEER OR A LICENSED LAND SURVEYOR. S7RUCTURES NOT SHOW. RNAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER SERVICE BY 14. APPROVAL OF THIS PLAN BY LAD DIES NOT CONSTITUTE A REPRESENTATION OF THE 0LL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL 8Y RppFESS/0 CHISELING THE LETTERS 'S" AND wr,, RESPEC71VELY, 2 INCHES HIGH INTO THE FACE OF THE CURB. ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY c,© ' ! UNDERGROUND UTILITY PIPE OR STRUCTURE W11HMV THE LIMITS OF THIS PROJECT THE IN INSPECTOR PRIOR TO PAVING. ei�� • 8qo Fy 1 HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON THESE �, ay �' PLANS dWTHIN EXISTING RIGHT-OF-WAY WITHIN 60 DAYS AFTER ISSUANCE OF THE 18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND LOCATION 39. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAMETER PER LWD STD I ,Q � m CONS7RUCTON PERMIT AND TO PURSUE SUCH WORK AC71vaY ON EVERY NORMAL CD APPROVED BY THE INSPECTOR. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND S€RVICE ALERT (800) 422-4133, AS REQUIRED DWG 5-3. MANHOLES SHALL BE 5-FEET DIAMETER FOR PIPE 18-INCHES AND LARGER PER No.36990 WORKING DAY UNTIL COMPLETED, IRRESDEC71VE AND INDEPENDENT OF ANY OTHER BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. LWD SID DWG S-4. * Exp.6130112 T9. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPEClFIGA7KONS FOR PUBLIC WORK ASSOCIATED WITH THIS PROJECT OR UNDER MY CONTROL. WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE 16. CONTRACTOR IS RESPONSIBLE FOR COWRMG WITH ALL LOCAL, STATE, AND FEDERAL 40. MHS SHALL BE LINED NTH INTEGRALLY LOCKING PVC (T-LOCK) OR A POLYURETHANE (p, C l v l� STANDARD SPECHRGATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED PR07EC71VE LINING SYSTEM PER SECTION 500-2 OF THE GREENBOOK FOR: OF CAV iF OWN : JAMES WING, TRUSTEE OF THE REC0NAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST SPACE ENTRY. A. ALL NEW MHS AARON BRUNSWICK CALIFORNIA TRUST U7D 4117190 EDITON). 17. SOILS REPORTS SHALL BE SUBMITTED TO LE BY A QUALIFIED SOILS ENGINEER WHICH B. ALL EXISTING MHS WITH NEW CONNECTIONS CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER : 1050 EOLUS AVENUE IN ACCORDANCE WITH ON 97E EAR711WORK SPECIFICATIONS AND THE LWD STANDARD SPEC. 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15: PVC C900 OR C905 PIPE IS ENCINITAS, CA 92024 REQUIRED FOR DEPTH OF COVER OVER 15' I& SEWER ELEVATIONS SHHOONN ARE INVERT ELEVATION (LE.), INSIDE 60TTOM OF PIPE SEWER - LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT tNlZ- I TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. f THE ONE SIGNATURE : - - x 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LE DISTRICT ENGINEER AS YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSIRUCIM THE DEVELOPER SHALL JAMES KING CONSTRUCTION CHANCES TO THE ORIGINAL MYlAR DIGS WITH MVIIALED APPROVAL ON RESUBMIT THE PLAN CHECK TO THE DISTRICT ETVGIM€ER FOR AN UPDATED REVIEW AND ZZ a STTtE THE M12ARS APPROVAL ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS -c .. EXPENSE AND APPROVED BY THE LAD DISTRICT ENGIVIfR PRIOR TO THE START OF 0 5 20, CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL CONS7RUCTON. DAZE : -- x MAKE SUCH RECORD AVAILABLE TO THE PRIVAIF ENGffipEER. THE PRIVATE ENGIMEfR SHALL PROVIDE AS-BUILT DRAWINGS TO LND FOR REVIEW AND APPROVAL PRIOR TO FINAL 43. WHEN CONNECTION TO EMSTNG MANHOLES IS NECESSARY AND SHOWN ON THE DRAWINGS, ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSIRUCT T - AI?E� � K THE NEW FLOW-THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LIVES AS REQUIRED SWOOTTH IRAN TTONS SHALL BE INSTALLED FROM THE WVERTS 3, OF THE NEWLY INSTALLED PRIES 10 THE EXISTING MANHOLE STRUCTURES MANHOLES SHALL BE CORE DRILLED AND MAW CMEC77ON RTTIIS SHALL BE CONNNECIQ TO CD b-'R NAIA . THE CORE DRILLED HOLE BY LINK SE%W1, OR APPROVED EQUAL. INE FIRST FLEXIBLE JOINT I c� SHALL BE LOCATED WI11IN OAIf FOOT OF THE MANHOLE BASE: JACK HAMMERING SHALL -S SOL r w ca NOT BE ALLOWED. E1il 4MAY-iq le Nil fa 4w1rif m LEU VIA NA- DISH M- CT " WNKS OW, ARVMT- DEWTQ Wm DORMT E00MMAS FW •DWARTMT PW RE PZAT,= Q . REVVED BY Project Status: Hall, STA AM z D!, , •• DATE DALE DATE DAVE GNAT EXPIRES 2 YEARS AFTER DATE P REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE WING DEMa BY o B ` By APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. , PLANS PREPARED UNDER SUPERVISION OF TLEU3Ew . is QS-Q[lILT 1 /2 . / /3 � , REVIEKED BY . MO �Y. Sg; IMPROVEMENT PLATS FOR. COUNTY OF SAN DIEGO BY 000140, 200 EAST OF INTERSECTION OF HWY 101 AND ENCINITAS 6LVII. ON HORIZONTAL NONE ` Bl,( EN ^- NE CORNER OF RR BRIDGE A23-263 OVER ENCINITAS Ide S N IWA-N E& A LlJGLr A.t. ATV QQ JJKZ- !9 LF L A: . BLVD. STANDARD Dtf IN CONCRETE ABUTMENT RCE No. 36190 x STAMPED OC 140 1968 VERTICAL NIXVf SIGNA7URE DATE RANDY R. BR APN 254-301-28, 29, 30, 44 DATE : �1 Z �' 0 1 DATE : ELEVATION: 79.63 DATUM: NAVD88 ENGINEER OF WORK EXP. 6130112 / " �fEE� � 2 JOB NO. 04-131 8105111 too CIS 41 ct d at $ ` Ll Wft Ar w M' ' - ` 1 ;? I,IM AG PAVE-MEENT GRADE sm II I I II UNDERGROUND ELECTRICAL CONDUIT 1 MIN 7' DEPTH TL) 5.. UNDER PAV040t � ' HORAZ.,_ N 1'=20 2 Ll PVC . ," 9.15 tl FLONLINE PROPOSED R 1 V. 1 =4' C-gD4= M �" 254-391-44 fAly YJ*TTU3 A1ht J 264-339130 26-4-361- 264-391-29 lio - . w < 6+00 � ' LD 4,. M J EXISTING EASEMENT FOR PRIVATE WAD PURPOSES RECORDED OCTOBER 10, 1969 AS IYLE NO w- • ¢ 9960-186371 OF OFFICIAL RECORDS AND PUBLIC "`" o T � � � ` � � � BASED ON ENGINEERING DIRECTOR'S DISCRETION, IF CONTRACTOR TO CONTACT SAN DIEGUITO WATER PR07ECT TREES & SHRUBS � � UTILITY EASEMENT RECORDED DECEMBER 10, 9969 �? �* z � `� M �a SEWER CONSTRUCTION ACTIITY CAUSES SIGNIFICANT DISTRICT PRIOR TO TRENCHING HYMETTUS AVENUE �a V FILE NO. 1996-224626 AND NO, 22 30. " o IN PLACE 2 o IN AREA OF 8° WATER MAIN C f' - :§ •- DAMAGE TO THE EXISTING PAVEMENT, A 2 AC OV€RLAY �+ J J J J 4 ¢ PILL BE REWRED PRIOR TO AC OVERLAY, THE 0 x ¢ c z° `� - w a cS t- «� � �••- En � F-- � I �� � w- �- J sx. `^k' f� DAMAGED LOCWTTOAIS SHALL BE DUG OUT AND REPLACED o � Fr.. SX7' � (,� � Q J J i•.• � � ` .'� -. aF R - vo 4y WITH FULL DEPTH AC IF DAMAGE EXTENDS TO NORTH PP; x 4.85 � � � � � � I �,,'}`�, APN, 1v4-38j-3j -_...��' '� � °� ` •' 154.79 gs �; e - `' + c' F �� " SIDE OF PRIVATE ROAD PAVEMENT, THE ENTIRE WIDT71 OF \4 154.47 ' �` / aA cq � M; cn APN, 25'4-39'1-33 �, "? � THE PRIVATE STREET WILL BE OWRLAID. o ra a bq AC DRIVM Y CONCRETE PUBLIC SENFR EASEMENT ` w TO NO PER OOC# 201 1-0428649 TEL P AL �. � , 1 1 RECORDED AUGUST 19, 2011 ;" TELCOM 7ESy 1. NO CONSTRUCTION NORTH OF STREET CENTERLINE EXISTING STORM DRAIAtr IT - °~ EXCEPT FOR SEWWR LATERALS No } AND No. 4. PROTECT IN PLACE FItTURf SEWER EXTENSION VEHICLE ACCESS MUST BE AI ; , _ TG 142 1_ 2. - 12' MINIMUM EMERGENCY .- �. - - _ ---- - - __ . , 5 MAINTAINED AT ALL TIMES 5+7I.J0 0, R MAIN CR SING If t" r 1N x " PVC (' R35) 2 �o . . 8�SS�S 0.5e LEFT CAUIIONU PR#FOSED SfK R,MA .- > . •. a: -: . , 0 ATfD J. EXISTING SEPTIC SYSTEMS ON LOTS 254-391-28 5, 6 0 L " No. 01-2062 ' S� - 4 , EXIS IG GAS RISER & VALVE TO BE REL C 3 TO BE ABANDONED IN 4 0. _WD ,� , . � � 0 _, '.. SEER .. � � 29, 30, 39, AND 3 ' DIA. MANHOLE PER LW S-4 t t W _ „ cs� E077NG PM HEATER & PUMPS CONSTRUCT 5 Pll $ TO BE RELOCAtED ACCORDANCE KITH COUNTY OF SAN DIEGO HEALTH RIM 154.71 IE IN 133.19 IE OUT 133.39 � ( DEPARTMENT REQUIREMENTS I _ pI f x L,. SIGN N _ 4INE _ 14 . r' llU 145 2�, TREE `'� X1145.3 145.4 ' G$dS IlAill C/,GQGV 4. SEPARATE BUILDING PERMITS ARE TO BE OBTAINED PIT( PIT TREE BRICK G7 G` Elf 7 � fXISTfNG FOR ALL ONSITE PLUMBING.if o t X DRIV: AY AC LIG IpOST - T v j 11. SDG&E .y ( U TREES - PROTECT ( 144.0 ' DRIVEWAY o t 5. SEAL COAT TO BE APPLIED TO EN71RE PRIVATE HAD F 149.52 IN PLACE 7 I S - PR07ECT I �" s' CONTRACTOR TO VERIFY EXACT LOCATIONS & ELEVATIONS STREET UPON COMPLE77ON OF SEWER CONSTRUCRON. 5+30.00 CONNECT TO EXIS77NG 5' STUB 3 , 'N U1 lf3` �tflCEIT PIT 1471 I LACE E?C F p 1dL I•( 749 1 x' w TREE ! OF EXIS71NG UNDERGROUND U71LI71ES PRIOR TO START OF IE 133.04 20' PUBLIC SEWER EASEMENT P BL C SEWER EASEMENT W CONSTRUCTION THE ENGINEER OF WORK SHALL BE EXIS77NO SEWER MAIN 4 _ ___ TANK Q' , '_ TO LWD PER DOC# 2011-0428651 TO LWD PER DOC/ 2011-0428650 APIV, 254-3141-44 N077FIED OF ANY DISCREPANCIES KITH THESE PLANS 140' M 8" PVC 0.40 x RECORDED AUGUST 19, 20' PUBLIC SEWER EASEMENT }43.0 '~ti 2011 RECORDED AUGUST 19, 2011 1050 EOLUS AVENUE 5+ 5.'0 LWD No. 01-2 0 TO LWD PER DOC�I 2011-0428652 148.61 I APN, 23rd-39"1 7p -- fXIST7NG SEVER MANHOLE PER CITY OF (RECORDED AUGUST 19, 2011 I APN: 2664-39" 23 1067 HNETTUS AVENUE A 5 JOIN r ENCINITAS tMPRO•VEMENT PLAN No. 883-1 VAULT I APN, 254 391 30 EXISTING I SCO IO65 HYM€TTUS AVENUE I sE m/� a a4TA T/ E RIM 154.47 IE IN 132.99 IE OUT 132.79 s No. I AfBEARING DISTANCE RADIUS DESCRIPTION 1447 HYiKETH/S AWW GARAGE � ! EXISTING � E150308 W 39.00 - 8" PVC SEt�R (C 9OD EXISTING RESIDENCE N74§1'49€ 245.00' - $ PVCSf RESIDENCE k1T? f �" 6) l l t C, 3,, N74- '52 - '°R-, �" �l�'I�° Df+UA✓ -rrE 36!`�! �T& 153.96 154.32 I RE30ENCf I I I � N58I1'17'E 1,00 1 - 8" PVC SEI1fR (SDR-35) 6 wt T MII TNT DEFTTI T Nta OF LINES COMMENTS INVERT LENGTH ' PIPE LOCATION OF NJ E � H RIM to UPS MH WVER SEQ. LA TERAL tATER�#d GROUND DEPTH PAD LIPS MH B CKfA TVA TER MANHOLE ID NUMI)E1t PIPE P UPSTREAM MH COORDINATES LENGTH DIA UPSTREAM DOWNSTREAM (FEE) EL (FEET) EL. (FEET) (FEET) THROUGH MH STATION OFFSET AT MAN ( TO SLOPE ELEV BELOW PL ELEV RIM VALK� REMARKS m ¢z UPS DKIV X Y (FEET) (IN) PIPE MATERIAL ADDRESS DESCRIPTION ADDRESS DESCRIPTION UPS DTt9V Hil OUT IN OUT UPS DWN UPS ICI UPS DWN NO' IE LATERAL MAIN tE AT PL AT PL PL TO If FT ELEV. REQ'D d1 zQ� _ 8 PVC SDR-35 3.48 t05D EOLUS AWILNUE SEWER EASEMENT 1067 NYMf171IS AVENUE SEWER EASEMENT 145.28 143.56 139.33 139.23 136.31 136.21 6.00 7.30 STD STD 1 1 ADD 1' STUB, TEMP. PLUG 1 6+56.00 36.0(1' LT }34.45 36.00' 1.2' 142.34 19.7 14$:44 57' 150.12 14356 NO DEEP CUT LATERAL W 4 01-2066 TO 01-2064 1970261.66 6241096 42 84.00 ( ) _ - s __- - ., FSI ' HYMET7US AVENUE 14356 154.71 136.31 136.21 133.39 13319 7.30 21.42 STD ANG 1 1 2 fi+66.60 16.00' RT 134.57 16.00' 1.2' 141.96 44.2 147.66 57 148.36 143.56 NO DEEP CUT LATERAL [L Z�s 01-2064 TO Ot-2062 1970239.85 6241017.30 245.00 8 PVC(09 ) 1.15 1467 HYMETTUS AVENUE SEWER EASEMENT OF 7E --_- 01-2062 TO 0}-2060 1970175.87 6240780.80 39.00 8 PVC (C-900) 0. 51 OFFSITE HYMETIUS AVENUE OFFSITE HYME7711S AVENUE 154.71 154.47 133.39 133.19 13299 132.79 21.42 21.58 ANG ANG 1 1 CONNECT TO EXIST 5' STUB 3 7+15,58 16.00' RT 135.13 16.00' 1.2' 139.75 24.4 145.25 55' 143.80 143.56 NO DEEP CUT LATERAL 'Z 4 7 36.00' LT 135.28 36.00' 1.2' 139.00 7.4 144.50 55' 143.17 143.56 YES 0) o&S _ _ N o&o LAST MANHOLE COORDINATES ARE: 1970138.21 6240790.93 i QppfESS/O& I' 5 8+3984 5.00' RT137.� S00 1.2' 138 20 943.95 5 143.70 145.28 YES 9 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE yg01 R. Bg0�Fi SIGPI�BY B BY �BBY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. " rn PLANS PREPARED UNDER SUPERWSION OF PIEV19 we 0 sy: IMPROVEMENT PLANS FOR: 1 AS'�U LT t ` /' % COUNTY OF SAN DIEGO BM OCO14O; 200' EAST OF No.ssis0 m ►r r• � INTERSEC77ON OF HWY 901 AND ENCINITAS BLVD. ON _ DATE L ��, � -.1, ► / ETTUS A VENUE SEWER EXTENSION 10596 - 1 s HORIZONTAL i" = 24' * Exp.6/30/12 * M�iSW @i�R 2 i I f.f A. WAN a NE CORNER OF RR BRIDGE A23-283 OVER ENCINITAS BLVD. STANDARD DISK IN CONCRETE ABUTMENT " s C t v�\ P RCE No. 36190 pud4b� APN 254-391-28, 29, 30, 44 g STAMPED OC 140 1968 VER71CAL 1 = 4 T9�F OF CAL�FO \ RANDY R. BRO DATE : R/ 271 11 DATE : 9m SHEET 2 OF 2 o ELEVATION: 79.63 DATUM: NAVD88 ENGINEER OF WORK EXP. 6/30/12 JOB NO. 04-131 8105111 f