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2006-276 I (Plans) i P GENIIUL NOTES GENERAL NOTES CONTINUED... LWD SEWER NOTES CONTINUED... LEGAL DESCRIP77ON WORK 70 BE DONE 1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 24 ALL WORK 9-ALL BE DOE IN ACCORDANCE WITH THE STANDARD 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY LOTS 3 & 4, OF BLOOD i OF OF SOUTH COAST PARK UNIT R4FROVENENTS CONSIST OF THE FOLLOWING NOW TO BE DONE ACCORDING TO THESE ENGINEERING SERVICES DEPARTMENT FOR ANY WOW WMI.,N THE SPECIFICATIONS FOR PUBIC WORKS CONSTRICTION (LA TEST EDITION), REQUIREMENTS SHALL BE FOLLOWED AT All- TIMES WiIi :JUT NO. 4, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA PLANS THE CLFNRFNT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WOKS STANDARD STREET RIGHT -OF -WAY. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD EXCEPTION. ACCORDING TO 94P THEREOF NO. 2048 FILED IN THE SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION SPECIFICATIONS FOR PUBLIC WORKS CONSTRICTION (ADOPTED BY THE OFFICE OF THE COUNTY RECOTDE" OF SAN DIEGO COUNTY, STREETS AND STANDARDS REFERENCE DRAWINGS. 2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEEZ AND THE SAN DIEGO 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES JULY 26, 1927 S.O.C. SAN DIEGO COUNTY C C OF ENCINITAS PUBLIC ROAD STANDARDS. REGIONAL STANDARD DRAWINGS (LA TEST EDITION). 2. & 3. DOCUMENTS ON THE JOBSITE AT ALL TIMES. S S. = SAN DIEG WATER DISTRICT R" VALVE TESTS SHALL BE REQUIRED PRIOR TO A . P.N.: 254-230 -18 & 19 CONSTRUCTION. (PUBLIC) 25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A S.D.P. - SAN DIEGO PRECAST OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY PERIOD OF ONE YEAR AFTER THE DATE OF FINAL SITE ADDRESS S.D.R.S.D. - SAN DIEGO REGIONAL STANDARD DRAWINGS 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOW DOES NOT ENGDEER. R" VALVE TESTS 9 ALL BE REQUIRED PRIOR TO ACCEPTANCE BY LWO AND SHALL REPAIR OR REPLACE ANY CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIZE THE CONSTRUCTION. (PRIVATE) WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR PHOEBE STREET & COAST HIGHWAY 101 LWEND. PFO6ECT BOUNDARY. MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT ENCINITAS CA 920x4 EXPENSE WHATSOEVER TO LWD. THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE O AND DO NOT 4 ALL Lfd)ERGROUhO UTILITIES WITHIN THE STREET RIGHT- OF-WAY WATER NOTES (SANDWGUM WAM DISTRIm OWNERM nTEE IELIEV_ THE CONTRACTOR FROM COAPLETI G AN DNDEPENMff ANALYSIS OF THE SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL QUAN �i N lc5 AND STS ASSOCIATED WITH THE B 3 FUVE14ENTS REQUIRED FOR ` C NM5TRIUCTMN OF BERM( CU:R (TOSS GUTTER AND PAVING. 1. WATER MAINS, LATERALS AND APPURTENANCES 94ALL BE CONSTRUCTED SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL CLAY SAMMIS & SHARE FELKER CRAIG LEWIS WILLIAM H. FAIRCHILD THIS PFKXECT. ACCORDING TO THE STANDARD SPECIFICATIONS OF THE SAN DIEGUITO PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR PO BOX 9121 2006 LEWIS FAMILY WILLIAM H. FAIRCHILD 5 THE EXISTENCE' AD LOCATION OF EXISTING LPIEFRGROLMD WATER DISTRICT CARS(). THE CONTRACTOR 91AL.L AND HEREBY DOES TO CONSTRUCTION. RANEM SANTA FE CA 92067 LIMITED PARTNERSHIP 1996 TRUST NO. ITEM & STD. DWG. -STUS SYMBOL GTY FACILITIES 340M ON THEW PLANS WERE OBTAINED BY A SEARCH GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF (760) 436 -7151 (619) 890 -1600 (619) 890 -1600 OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. ACCEPTANCE. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A �;: INSTALL CLFB & GUTTER G-2 169 LF THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON REPRESENTATION OF THE ACCURACY OF THE LOCATION O=, 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL PARER_ PLANS. MEASL THE TO CONTRACTOR IS I TAKE BE 94DE BY THE CONTRACTOR UNDER THE SUPERVISION OF THE SAN OR THE EXISTENCE O NON- EXISTENCE OF, ANY ; 2; INSTALL 1" WATrR SERVICE LATERAL (MRS) WS -01 6 EA PRECAUTIONARY PRECAUTIONARY MEAS�UFES TO PROTECT THE EXISTING STING F ACILITY UNDERGROUND UTILITY. , PIPE, OR STRUCTURE WITHIN THE LEGUITO WATER DISTRICT AFTER PAYMENT OF THE ESTIMATED COST BY SHOWN HEREON AN) ANY OTHER WHICH IS NOT OF RECORD [Na NOT THE DEVELOPER. LIMITS OF THIS PROJECT. Al 3 4' :EWER LATERAL S -13 -© 6 EA SHOWN ON THESE PLANS. 3. WERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE U 4) INSTALL 4" AC PAVEMENT N/A D 5,W SF 6 LOCATION AND ELEVATION OF DMPROVEMENTS TO BE MET BY WORK PROFILE: TOP OF PIPE PROFILE IS 4B INCHES BELOW CENTERLINE FINISH LWD DISTRICT ENGINEER IN WRITING PRIOR TO OVER 6" CLASS II AB BASE MIN TV BE DONNE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR GRADE OF STREET. CONSTRUCTION. TO CONSTRRUCTZC W OF NEW WORK. CONTRACTOR WILL MAKE b i INSTALL 5.5' WIDE SIDEWALK G-7 425 SF EXPLORATORY EXCAVATIONS AND LOCATE EXISTING LMIERMW 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT THE SHALL ONLY BE DONNE IN THE DIRECT PRESENCE ON= 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER 6 j INSTALL 4 WATER SERVICE LATERAL (WAS) WS-05 -� 2 EA REVISIONS 1O PLANS D REVISIONS ARE NECESSARY BECAUSE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ACTUAL LOCATION OF IF R FACILITIES. BOX FOR EACH FESDENTIAL LJT. ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL � 4` GATE VALVE WV -01 6. CONTRACTORS SHALL ACQUIRE A TRENCHING TRENCH FROM THE ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD 2.5" BACKFLOW DEVICE 103-01 7 THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS &ELECTRIC CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WOW. INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. ---- -- � ' 7 INSTALL C(XVCIE7E (MOSS/ RDffiCNV GUTTER, G- 12/G -13 891 SF COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY 7. INSTALL FIE HYDRANTS 2.5 FEET FROM FACE OF CUE, IF NO SIDEWALK 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT SUBDIVISION BOUNDARY REPRESENTATIVES. EXISTS; OR 7 FEET FROM FACE OF CLFB WERE SIDEWALK WILL BE ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS CONSTRUCTED. APPROVED BY LWD ON THE PLANS. LOT LINE NOTICE ALL ELECTRIC AND GAS SEPVMIOES WITHIN B. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER THIS PROJECT ARE 'Uv�901 MD 11. A 2 -INCH HIGH "S' SHALL BE INSCRIBED ON THE CURB 2 tXISTDNG CONTOURS ____255- - - - INSTALLATIONS". FOR LOCATION OF MAIN' FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. ELECTRICAL CABLES AND GAS PIPING AND 9. CONTRACTOR 94ALL OBTAIN ENCROACHMENT PERMITS FROM THE CITY PROPOSED CONTOU -- APPLRTENAN= CALL SD.G.& E. OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EXISTING L.4SEMENT - - - TELEPHONE 1 800 422 -4133 (DIG ALERT) RIGHTS -OF -WAY. EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG PROPOSED EA �MENT - - - - - 8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WERE OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING CENTERLINE STARTING WORK NEAR COMPANY FACILITIES AND 94ALL CONNATE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -MAY, SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. HIS WORK WITH COMPANY REPRESENTATIVES. CITY OF ENCINITAS RIGHTS -OF -WAY, PRIVATE EASEMENT$ AND THE THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL � � EXISTING SEWER .' RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL Z U g`ID EXISTING WATER --------- 4*-- NOTICE: ALL IElZmHKNE SERVICE'S WITHIN THIS LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DEGUITO WATER THEREAFTER BE BURIED AT THE POINT OF CONNECTION. PR(XECT BOLtDARY ARE "I f4Fh MOUND DISTRICT OFFICE. EXIT I I)Vu TELEPHONE T--- INSTALLATIONS ". FOR LOCATION OF 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR CF CABLES AND APPURTENANCES CONTACT 11. PRIOR TO AWARDING MATER LINE CONTRACT, OWNER SHALL RIVEWAYS. EXISTING EDGE OF PAVEMENT LL ADVISE � PACIFIC BELL PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CX�NT WATER 'a TELER*NC,NE 1 800 422 -4133 (DIG ALERT) AGENCIES STANDARDS CDWITTEES (WAS(') SPECIFICATIONS. 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW EXISTING FENCE THE [CONTRACTOR SHALL NOTIFY THE DIS -- PRESSURE AIR TESTED, AND TELEVISED AT THE ��,� n w 9 THE CONTRACTOR BALL NOTIFY SAN DIEGUITO WATER DISTRICT 12. TRICTS INSPECTION �� APPLICANT/ CONTRACTORS EXPENSE PRIOR TO �'M = lY1Ci� MASONRY RETAINING WALL - - DEPARTMENT 48 HOL RS IN ADVANCE OF BEGIN NING WORK TO ARRANGE PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND 9HU1 CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. FOR? INSPECTION OF PRO,UECT. TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER fT: B. #1147 -A4� NTS SAWCUT PAVEMENT TO BE 13. FILL AREAS MUST BE COMPACTED TO 90X, PRIOR TO PIPE UTILITIES AND UTILITY LATERALS. REMOVED AND REPLACED NOTICE PRO.EC BBOUM MY ARE IN I 1vD I 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL OWNERS CF.K=CATE TO T O THE TI�TICNMI OF THE CITY INSTALLATIONS ". FOR LOCATION nF 14. APPROVAL OF THIS PLAN BY SOND DOES NOT CONSTITUTE A HAVE FINAL APPROVAL BY THE LWD INSPECTOR Pk TO ENGINEER WATER MAINS AND LATERALS CONTA! U REPRESENTATION AS TO THE ACCIPACY OF, THE LOCATION OF OR THE PAVING. IT IS AGREED THAT FIELD CONDITIONS MAY rEQUIRE CHANGES TO SAN DIEGUITO WATER DISTRICT. EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR THESE PLANS. TELEPHONE 1 800 422 -4133 (DIG ALEA0 STRUCTURE WITHIN THE LIMITS OF THIS PAOkUECT. 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE IT IS FI'F,THERR AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A ` TO EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW REGISTERED CIVIL ENGINEE MAKE SUCH CHANGES, ALTERATIONS OR 10 IT 9ALL BE THE RESPONSIBILITY OF THE DEVELOPER TO 15. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGNN, I.E. LINE MANUFACTURED WYES. STANDARD BELL AND SPIGOT OR ADDITIONS TO THESE PLA: ' *IICH THE CITY ENGINtER DETERMINES CONTACT THE UTILITY AGE7NC= ADVISE THEM OF THE PROPOSED CROSSINGS LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF DMFFiOVEMENTSM AND BEAR THE COST OF RELOCATIONS IF NEEDED. FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS THE ADJACENT EXISTING PIPE MAY BE USED FOR THE IMPROVEMENTS. WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOW ON INSERTING WYES INTO AN EXISTING SEWER. I FURTHER AGREE TO COMMENCE WON( ON ANY IMPROVEMENTS SHOW ON 11 ALL TELEVISION SERVICES WITHIN MIS PROJECT ARE IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO OHOSS DOER WATER THESE PLANS WITHIN EXISTING CITY RIGHT -OF-MY WITHIN 50 DAYS U4ERMOUMD INSTALLATIONS ". ROR LOCATION OF CABLES AND MAINS LPLESS GIVEN WRITTEN PERMISSION BY SAN DI`OJITO WATER DISTRICT. 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK, AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH APPURTENANCES CONTACT: TELETT�IINE' i ^ ^p-422 -4133 UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE HOMO ACTIVELY ON EVERY NCRNAL WORKING DAY UNTIL CO 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL 'iAVE AN TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR IRRESPECTIVE AND IN NT OF ANY OTHER WORK ASSOCIATED WITH 12 POWER SOURCES AND RUNS SERVING STREET LIGHTS SHALL 8E APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD THIS PRO.UECT OR LPER MY CONTROL SHOW ON THE AS- BUILT• IPROV M9ff DRAWINGS ALL SATISFACTIEXN AND CURRENT WATER AGE STANDARDS COMMITTEE SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, SOURCES RATA LOCATED WIT HIN /HE DEDICATED RIGHT -OF- (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY LWO MAY REQUIRE TEMPORARY PROVISION OF DUTY AND WAY WAY TO THE CITY RI OUTSIDE CITY OR COUNTY RIGHT- OF-WAY OR OUTSIDE WATER DISTRICT BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. CE WITHIN EASEMENTS DEDI ® / OR AS. EASEMENT. REPAIR MAINTENANCE AND AMAJAL TESTING OF BACKFLOW NICE ARE RESPONSIBILITY OF OWNER. NO U NMANNED BYPASS SHALL BE ALLOWED. WILLIAM H. FALc 1996 TRUST DATE 13 NO PAVING SHALL BE DONE UNTIL ; MISTING POWER POLES ARE 17. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, (619) 890 -1600 .'.HIED OUTSIDE THE AREAS TIU'BE PAVED• HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AND OUTSIDE 14 THE CONTRACTOR TRACT'Oi 94ALL NOTIFY Y ANO APPROVAL OF THE S CITY ENGINEER PAIba 1O MAKI CHWGES DV THE SERVICES' CENTER ST 18. UTILITIES TO N4DMTADV MINIMENI 5 FOOT SEPARATION WHEN PARALLELING MATER REPAIR COUPLINGS SHALL BE RUBBER WITH NO DIMENSION AS THE PIPE BEING REPAI,3EO. PVC SEWER HOROUGHSTOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED (61 W 1 � ILY L PAR IP DATE FIELD' PRIOR TO INSTALLATION OF THE REPAIR COUPLING (S) . 19. CO NTRACT OR EX ISTING AND FACT DEVELOPER TY FIRE R ESPONS IB LE HYDRAN . VA TO ,FALCATE ANY THE REPAIR COUPLING S,iALL BE SLIPPED ALL' THE WAY ON 15 ALL SIGNS 1E) BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE EXISTING MATER FACILITY (FOE M'DRANT, VALVES; VALVE BOXES, ETCJ REFLECTIVE FACE OR EQUIVALENT THAT ARE EFFECTED BY THEIR PROTECT. TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER A/0 THE REPAIR ��� 16 CONTRACTOR 944LL REQUEST FWAl "THE ENGINEERING SERRVICE3 DEPT. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS COUPLING SLIPPED BACK INTO A POSITION EQUALLY IS ` DATE! A PFECONSTRUCTIOW MEETING AND SHALL PROVIDE AT LEAST 48 WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A SPACED BETWEEN THE TWO PLAIN END r.PES. PVC SEWER (760 +1 -7 + HOURS OF NOTICE FOR SUCH A MEETING. (633 -2770) MANNER ACCEPTABLE BY THE SAN DIEGO COLWY WASTE DIVISION. REPAIR COUPLINGS 3MAN_L BE AS MANU ACTURED BY PW_ 21. USE THE FOLLOWING VARIOUS COM61NATIONS OF PLAIN rW PIPE LENGTHS PIPE, OR EQUAL APPROVED BY THE LWu DISTRICT 17 ALL CUT AND FILL SLOPES OVER ,Y EE (3) FEET CREATED BY WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL SELL END PIPE FOR UURVED ENGINEER.' GRADING FOR STREETS AND OZW*AYS -SMALL BE HYOOSEEDED ALIGAPENTS IN 807H HORIZONTAL AND YEATICAL t)DECTIONS. DO NOT f DnD 19. PVC OR VITRIFIED CLAY PIPE (VCP) ,SFNER PIPE AMC 3WE MKER DATE EL L END OF STANDARD PIPE (760) 436 -7151 WITH CITY OF ENCINITAS APPR(jWB HYD OSEED MIXTURE. PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL B HYD 0S'EEDO SLOPES SHALL BE 1U�RIGATED BY MATER TRUCK AND BEVEL END FOR IUSE WITH DEFLECTION COIUPLINGS. USE 9.5f00T FLADV WYES MAY BE USED TO TIE -IN TO EXITING VCP. FOR UNTIL THE MIXTURE GERMDATES AND GROWTH IS ESTABLISHED. CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWE(N 140 TO PVC, A ROMAC INDUSTRIES, INC. STYLE 501, OR 18 ALL LUMDNADES 9HALL PROVIDE PHRCUE 908 CUTOFF, AND ALLOW FEET TO 270 FEET. USE 19-FOOT PLAIN END PIPE LENGTHS WITH CEFELTION APPROVED EQUAL, STRAIGHT OR TRANST LION COUPLING STAMAI ENT OF ENGINEER OF WORK, NO ESrAPE OF LIGHT ABOVE THE HORIZONTAL CaLPLIPGS F4q ALL RADII BETWEEN 270 Hz-ET TO 560 FEET. USE AN 191EGFRAL SHALL BE USED WITH A GASKET RANGE FOR? EACH END OF SELL ETD PIFE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE THE COUPLING TO MATCH THE OUTSIDE OTAM €TER OF THE THE LPDERSIGNED ENGINEER A3REE THAT THE WORK PERFORMED BY THE LENGTH TO FPM A CHORD. USE DEFLECTIM COUPLINGS ON EACH END O THE PIPE ON THAT SIDE OF THE COUPLINC kiNG JOINED. THE ± 19 PRIVATE ROAD IMPROVEMENTS ax w HEREON ARE FOR DFOMIA LION CHOW AD CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGN ENT N ENGINEER SHALL COMPLY WITH 1H. GENERALLY CCEPTED STANDARDS AND ONE Y. CITY OFFICIALS SIGNATUF HEREON DOES NOT CXNMSTIIUTE CENTER RINGS SHALL BE DUCTILE)' IRON PER ASTM A536, PRACTICES OF THE ENGDEETR i TRADE Oa P�fO TSSION. THE ENGDNtcR FOR ALL RADII BETWEEN 560 FEA=T TO 1150 FEET. POPE LENGTHS SDR7tR THAN .5 -45 -12 AND SHALL BE PROVh =D WITH 16 MILS AFFIFOVAL (Na RESPONSIBILITY O ANY KIND FOR THE SIGN AR GRADE 6 9 -FEET WILL MOT BE USED UNLESS SPECI ICALLY AUTHORIZED BY DISTRICT 5 FURTHER CE WIT THAT T HE M. N PERFORMED HEREDV SHALL BE IN CONSTRUCTION OF THESE PRIVA7t. Il�OVEMENTS. (IF APPLICABLE) � HTAT�, FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF OF AC ENCI I WITH THE RULES A REGU TAN R BY THE CITY CONNECTING PIPE. GASKETS SHALL BE SBR PER AST% O' ETCDVITAE. THE ENGINEER AGREES THAT ANY PLANNC)E( OR REVIEW 7G 20 CONCENTRATED FLOWS ACROSS 041VEMAYS ANO /OR SIDEWALKS SHALL NOT 22 CONTRACTOR To C PLETE WCN�C UNDER INSPECTION BY SAN DIEGUITO WATER 02000 MBA710, COMPOUNDED FOR WATF,1 AND SEWER PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC BE PERMITTED, DRAINAGE SHALL � TRANSMITTED Lt43M' SIQFWALK DISTRICT. &IN DIEGUITO WATER DISTRICT TO SHUTDOWN WATER WITH TW) WEEKS SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 ENTITY FOR THE PLANS PREPARED BY THE ENGIWER TS NOT A RTCOUGH FACE OF OJRa TO GHII - i iER IN PUBLIC STREET. NOTICE. STAINLESS STEEL. tJETERMINATION BY THE CITY M JF LNCINITAS OF TH': TEC 1314ICAL SU FFICIENCY OR ADEQUACY uF THE PLANS OR DESIGN AND IT THEREFORE 21 THE DEVELOPER 91ALL BE FESPGWS E THAT ANY MONUMENT (JR BENCH 20. FINoN APPROVAL OF PLANS BY DISTRICT ENGINEER IS DOES NOT RELIEVE THE EMGInEER OF RESPONSIBLI_TY FOR THE PLANS OR MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED LWD SUL*'ER NOTES VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR DESIGN OF IMPROVEMENTS BA.ED THEREON. THE ENG`,TPW AGREES TO M AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND FROM APPROVAL DATE TO START OF G(1N3TRRUCTION. IF INDEMNIFY AND FOLD HARMLESS THE CITY OF ENCINITAS AM) ITS 1. LWD APP140VAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, THE ONE YEAR TIME LIMIT IS EXPIRED) PRIOR TO START SLRVEYQR. PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY OF CONSTRUCTION THE DEVELOPER SHA. RESUBMIT THE OFFICR•RS AGENTS% AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY L� INJPY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR 22 THE DEVELOPER SHALL MARK TH5, LOCATION OF EACH SEWER FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING PLAN CHECK TO THE DISTRICT ENGINEE /H R FOR AN UPDATED OMISSIONS OF THE ENGINEER AND HIS ER AGENTS OR EMPLOYEES LATERAL AND WATER SERVICE BY r HISELING THE LETTERS "3" OR AFTER CONSTRUCTION. REVIEW AND APPROVAL. ANY CFIANGES REQUIRED TO THE ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND 'W", RESPECTIVELY, 2 INaEE HIGH INTO THE FACE OF THE PLANS SHALL BE MADE AT T*-- DEVELOPERS EXPENSE AND AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. CUM 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK Sii.MI.L CONFORM APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STAN)JARD,S AND START OF CONSTRUCTION. TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS iz)R PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD BY: l V DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFM_ICT vm DA THE LWD SEWER STANDARDS GOVERN. NoText