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2007-819 I (Plans) GENERAL NOTES GENERAL NOTES CONTINUED... LEUCADIA WASTEWATER DISTRICT (LWD) NOTES LEGAL DESCRIPTION WORK TO BE DONE 1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS 24 ALL WOW SHALL BE DOPE IN ACCORDANCE WITH THE STANDARD iB. FOR CONNECTION OF PLAIN END TO PLAIN ENO PVC SEWER REPAIR ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE SPECIFICATIONS FOR PUBLIC WOWS CONSTRUCTION (LATEST EDITION), THE NORTHERLY NINETY FEET OF THE WESTER Y TWO HOINDFED IMPROVEMENTS CONSIST OF THE FOLLOWING WOW TO BE DONE ACCORDING TO THESE HALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL STREET RIGHT -OF -WAY. SAN DIEGO STANDARD SPECIAL CONSTRUCTION TO THE STANDARD COUPLINGS S FEET OF THE SOUTHERLY ONE MNrOFED AND EluHTY FEET PLANS' THE CURRENT .SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS CIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE PVC REQ U I REMEN T S SEWER ERE R AND OUTSIDE R EPAIR COUPLING SHALL AS BE R UBBE R G ED W THE PIPE BEING W ITH D. NO (MEASURED ALONG THE WESTERLY AND SOUTHERLY LINES) OF SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION 2 THE NC NI SECTION SHALL DA DV ACCORDANCE WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEEA AND THE SAN DIEGO P S R S SHALL THOROUGHLY NO THAT PORTION OF TAE SOUTHWEST QUARTER OF THE NORTHWEST STREETS AND STANDARDS REFERENCE DRAWINGS. CENTER STOP. PIPE ENDS SHAL BE THOROUGHLY (LEANED PRIOR TO OF ENCINITAS PUBLIC ROAD STAN REGIONAL STANDAF� DRAWINGS (LATEST EDITION). INSTALLATION 3= TEH REPAIR COUPLING (S). THE REPAIR COUPLING SHALL QUARTER OF SECTION TAFTE TOWNSHIP THIRTEEN SOUTH{ RANGE S.D.C. = SAN DIEGO COUNTY 'R" VALVE TESTS SHALL BE REQUIRED PRIOR TO FOUR WEST, SAN BERNAFDINO BASE MERIDIAN! ACCORDING TO SD.W D. SAN DIEGUITO WATER DISTRICT BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE THEN THE PIPE AND CONSTRUCTION. (PUBLIC) 25 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY 1881 ,ADJORCIN PIPES SHALL BE ALIGNED TOGETHER AND TAE REPAIR COUPLING UNITED STATES GOVERNMENT SURVEY APPROVED APRIL 19, S.D.P. SAN DIEGO PRECAST OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY SLOPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN IN THE COUNTY O F SAN DIEGO' S.DR.S.D. SAN DIEGO REGIONAL STANDARD DRAWINGS 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ENGINEER. 'R" VALVE TESTS SHALL BE REQUIRED PRIOR TO STATE OF CALIFORNIA. CONSTITUTE APPROVAL OF ANY CU STRUCTION OUTSIDE THE CONSTRUCTION. (PRIVATE) END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS M A LaFACTUFED PROTECT BOUNDARY. BY PW PIPE OR EQUAL APPROVED BY THE LWO DISTRICT ENGINEER. LEGEND. DO NO 4 ALL UAIERGROUPD UTILITIES WITHIN THE STREET RIGHT- OF-WAY WATER NOTES (SANDIBGUTIjO WATER DISTRICT) 19. TIE-IN TOO VITRIFI P IPE FOR CON N E CTION REPAIR OF PLAIN END ED TO EASEME�S IQUANTTITI T ES FROM C OM P LETING PROVID AN OR RF UEMZ A AN D TAE Pvc on SHALL UC CC O F B CO AND TESTED PRIOR TO TO VCP OR VCP TO PVC RONAC INDUSTRIES INC. STYLE 501. OR APPROVED QUANTA "IES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR CONSTRUCTION OF BERM CIS (MOSS GUTTER AND PAVING. I. REVIEW OF THIS PLAN BY SAN DI EG U ITO THE WATER DISTRICT DOES NOT EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL BE USED WITH A GASKET ❑A EASEMENT GRANTED TO SAN DIEGUITO IRRIGATION THIS PROJECT. C STATUTE REPRESENT N - TO THE ACCURACY O- THE LOCATION RANGE FOR EACH END OF THE COUPLING TO MATCH 77 OUTSIDE DIAMTER DISTRICT FOR PIPE LINES PER DOC. REC. AUG. 2$ 1925 N7. ITEM 6 STD. DWG. STIS SYN90L QTY _ 5 THE FAC AND LOCATION LA EXISTING LN UND OF LI THE EXISTENCE OR NON- EXISTENCE OF ANY UNDE}iC�R PRO OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE (ENTER? IN BK. 1122 PG. 104 FACILITIES AVAILABLE ON R SE PLANS WEFT OF OUR BY A SEARCH UTILITY PIPE O? STRUCTURE WITHIN 117E LIMITS OF THIS PROJECT. RINGS SHALL BE DUCTILE IRON PER ASTM A53r GRADE 65 -45-12 AND SHALL (LOCATION CANOT BE DETERMINED BY RECORD) OF THE AVAILAOLE FTC TO THE BEST OF OUR HUNOWLEDGE. INSTALL ZERO HEIGHT L'LA48 110 LF THEFT ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOW ON 2• ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN( I.E. LINE BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE Q EASEMENT GRANTED TO SOG&E FOR PUBLIC THESE PLANS. HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE CROSSINGS LINE PARALLELING. OR PROPOSED CONNECTION SHALL BE TYPE OF CONNECTING PIPE. GASKEYS SHALL BE SCR PER ASTM 02000 MBA710, INSTALL AC BEAM G -5 TYPE i4' 27 LF PRECAUTIONARY MEASLRFS TO PROTECT THE EXISTING FACILITY FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS COMPOINDSO FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL UTILITIES AEC. MMFiG7H 1Q 1947, BK. 2-%5 PG. 157 N/A 2450 - BE TYPE 316 STAINLESS STEEL. WIDTH � INSTALL 4" AC PAVEMENT S>nMV HfRTCMd AND ANY OTHER WHICH IS NOT OF RECORD OR NOT WITHIN 10 FEET OF PROPOSED MATER MAINS SHALL BE SOWN ON OVER 6" CLASS II AB BASE MIN SHOW ON THESE PLANS. DMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER © 10' EASEMENT GRANTED TO LEUCADIA COUNTY MADE ULESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. WATER DISTRICT FOR PIPE LINES RTC. TJUNE 12 1969 SUBDIVISION BOUNDARY 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK OR., INSTRU►ENT NO. 104234 TO BE DRONE SHALL BE CONFD*E'D BY FIELD MEAS�AEMS PRIOR 3. CONTRACTOR AND OWNER ARE RESPONS TO RELOCATE AND /OR ADJUST TO SITE ADDRESS CENTERLINE I.O.D. FOR PUBLIC HIGHWAY PER DOC. FTC. D TO CON V NEW WORK. C ONT R A C T O R E EXI IS NU NT LL MAKE L; IX GRADE ANY ITNAR MATER FACILITY (FDA HYDRANT, METERS VALVES VALVE 30' AUG. 15M 1969 OP. INST RlA►ENT NO. 150124 EXISTING CONTOURS EXPLORATORY EXCAYATICNS AND LOCATE STING; DEFRG H�UND BOXES ETC) W IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER 1349 RAINBOW RA7<�E LANE FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT FACILITIES MET MEET CURRENT WATER 411ENCIES STANDARDS COMMITTEE 134 RADA 92024 QE 30' EASEMENT FOR ROAD AND PL�IC UTILITY EXISTING EDGE OF PAVEMENT (WASC) STANDARDS. IF FACILITIES DO ik f MEET STANDARDS THEN THEY STALL 3o' EASEMENT FTC. OR ROIL 1969 O.R. INS TTY NO. 161437 ACTUAL TO PLANS E HT E XISTI NG FA S ARE NECESSARY BECAUSE OF BE UPGRADED TO LENT STANDARDS AT THE OWNERS EXPENSE. ACTUAL LOCATION CM= EXISTING FACILITIES. EXr^,TING SEWER ---- 5 - - -e- 4. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION MIEN PARALLELING WA1ER FE] 40' tAst�MENT GRAFTED Alf BATLEY ENTERPRISES RNC. 7 THE AN SHALL NOTIFY 1 SAN DIEGO GAS 6 ELECTRIC SERVICES. A.P.N. FOR ROAD PURPOSES PER DOC. REC. MAY 17, 1982 OR. EXISI.,,3 WATER COMPANY PRIM TO STARTING WORK NEAR COMPANY FACILITIES INSTRUMENT NO. B2- 147150 EXISTING OVERHEAD ELECTRIC -- - - - - - =- AND SHUT COORDINATE HIS WOW WITH COMPANY 5. MINIMD.N HORIZONTAL SEPARATION OF 10 FEET REGUBED BETWEEN FIRE 254 - 181-06 REPRESENTATIVES. HYDRANTS ANC SAN DIEGO GAS AND ELECTRIC VAULTS. 24' STREET DEDICATION TO NOTICE ALL ELECTRIC AM GAS SERVICES WITHIN 6. ALL WATER SERVICES Tq BE CONS1Ra1CTED CLEAR OF DRIVEWAYS AND ALL O THE C ITY OF ENCINITAS PER THIS PROJECT ARE '1.IN�OLID DOC -IIATEQ INSTAL L ATI ONS'. FOR LOCATION OF OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL _ APPURTOUSCM CALL S.D.G.6 E PING AND THEY ARE SERVING. 1 RAINBOW RIDGE LANE 5 IX. ELP PL E 1 800 422 -4133 (DIG ALERT) LEUCADIA WASTEWATER DISTRICT (LWD) NOTES E NCINITAS. CA 92024 24 q EXIS TELEPHONE-- .GRADE B THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO 1. LW+7 APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, OWNER CERTIFICATE 2 - MIN. - M►� STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE PRIVATE ENGINEER OF WORK OR CONTRACTOR FROM RESPONSIBILITY FOR EXIST. AC SIDEWALK MATCH i A TING / HIS WOW WITH COMPANY REPRESENTATIVES. THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE �JHANGES TO TO FEMU41T1 VAH MINT 2 X MIN - - - �R�MIAX AFTER CONSTRUCTION. THESE PLANS. NOTICE ALL TELEPHONE RVICES WITHIN THIS - - :- -- NE - GRAPHIC SCALE 1 " =20' _ -� -PROD 2ET#0 PROTECT TICA S"ARY ARE "LNDEAGAOLJD 2. ALL DESIGN! MATERIALS, AND CONSTRUCTION WORK SMALL CONFORMM TO THE IT IS FURTHER AGREED THAT THL OWNER ( DEVELOPEM 344LL HAVE A � -- � FR7P. 4" AC OVER PX INSTALLA TI(c�S ". `FOR L OCA TIO! CM LELCADIA WASTEWA TER DISTRICT LW O SEWER STANDARDS AND TO THE REGISTERED CIVIL E7GINEER MAKE SUCH C}WCiLS AL TR RA TIOJS OR GAIK� ' OVERLAY Y !R NECESSARY FOR FR7P. SAWglT 6' COAX II AB " CABLES AND APPURTENANCES CONTACT REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETFAMINES PROPER OR4INA6 TO SATTWACTION LR MINIMUM PACIFIC BELL. CONSTRUCTION (GRTENBC.' : :) AND THE REGIONAL STANDARD DRRAWINGSM ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF 0 20 40 60 OF THE CITY t_NPINEER. TELEPHONE 1 800 422- 4133 (DIG ALERT) MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER THE IMPROVEMENTS. 9 THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT STAN3ARDS GOVERN. I FLHThER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON TYPICAL SECTION: RAINBOW RIDGE DRIVE PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND 91ALL 3. OSHA SAFETY ORDERS AND 09UI CONFINED SPACE ENTRY FTQUDEMENTS THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO FLF&E SUCH SCALE: N.T.S. WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL IM PLETED, _ NOTICE ALL WATER SERVICES WITHIN THIS 4 • THE CONTRACTOR 9-ALL HAVE A COPY OF THE SEWER NOTES DOCUMENTS ON THE TJC78SZTE AT ALL TIMES. THIS PROJ ECT OR UNDE MY CONTROL INSTALLATIONS". ". ELM? LOCATION OF 2. 6 3. IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WOW ASSOCIATED WITH -- _ ___._�.._ PROTECT BOLNOARY ARE It EAGROLND --� _� PVT SEA. 7 +72.29 WATER MAINS AND LATERALS CONTACT - - I� - - R 5. THE CONITRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF OE E ti.. - 75 - ` j m SAN DIEGUITO WATER DISTRICT. - TELEpHD 1 B00 422- 4133 (DIG ALERT) YEAR AFTER THE DATE OF FINAL AC CEPTANCE BY LWO AND SHALL v RR'PADR OR REH L ACE ANY WORK THAT MAY PROVE DEFECTIVE IN �- 1/ cr•N�rM�t� V . ��R� 31 M �- 2 C� S WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD DONALD rMISTED MA EXISTING " - '° a - - 10 IT SHALL BE THE FTSPONSIBTLITY OF THE DEVELOPER TO WITHOUT EXPENSE WHATSOEVER TO LWO - - - - -; VE I , - CONTACT THE UTILITY AGENCIES ADVISE THEM OF THE PROPOSED \ \p _ 1 _ Q� + _ Z D44UM 4NM AND BEAR THE COST OF RELOCATIONS IF NEEDED. 6. PRIOR TO BEGINNING SEWER WORK CONTRACTOR 9441 SECLFT A LWC PERMIT FOR CONSTRUCTION AND Sa.A' N PROVIDE A MIND" ANNE CMB1E0 DATE + < <� r: 11 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE OF 48 HOURS NOTICE TO LWO PRIG? TO LMOtiANSTRICTIOH. I.'15li + "'�' er 1 WDERGROLM INSTALLATIONS % FOR LOCATION OF CABLES AND -., -- _- . _ _. a cla APPURTENANCES CONTACT.' TELEPHONE: 1-800- 422 -4133 7. APPROVAL OF THIS PLAN BY LWO DOES NOT CONSTITUTE A STATEMENT OF ENGINEER OF WORK - , , g • 2 .__ An REPRESENTATION/ OF THE ACCURACY OF THE LOCATION OE OR THE y 3 1Z 12 POWER SOLES AND RUNS SERVING STREET LIGHTS SHALL BE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTI -ZTY STRUCTURE OWN ON THE AS -BUILT" IMPFOVE?EN'T DRAWINGS. ALL PIPE OT UCTURE WITHIN THE LIMITS OF THIS PROTJEC,T. THE UN SH ENGINEER AGREES THAT T WORK T E STAND BY THE S ENGINEER SMALL COMPLY WITH THE GENERALLY ACCEPTED STAND AND i F T � SOURCES 91ALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- PRACTICES OF THE EPGINEEER 5 TR40E OR PROFESSION. THE ENGINEER - - WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWO FURTHER AGREES THAT THE WOW FERFLM#►ED HEREIN SHALL BE IN 74aO ENCINITAS. DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY 13 NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE 9. CONNECTIONS TO EXISTING SEWER PIPE OR MAN• 0LES SHALL OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAND}EC7C OR REVIEW AIa+IIB Vl6W BArQ�OWIIIDG�I.ANSAK�� Z�P�GTlIIB PERFUMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC FRFLOCAIED OUTSIDE THE AREAS TO PAVED. ONLY BE DONE IN THE DIRECT PRESENCE O= THE LWO INSPECTOR. ENTITY FOR THE PLANS PRFPARED BY THE ENGINEER IS NOT A SCALE %ARIL 1'20' NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL T. 1'w 14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN( AND IT THEREFORE CITY fNGINEER PRIOR TO MAKING DIANGES IN THE UPSTREAM WORK BY THE LWO INSPECTOR OR AS APPROVED DOES NOT RELIEVE THE ENGINEER OF MSPONSIBLIITY FOR T, 'E PLANS OR FIELD. BY DISTRICT ENGINEER. DE IuN OF IMPROVEMENTS BASED THEREON, THE ENGINEER ." ;q - S TO 15 ALL SIGNS TO BE ALUND04 WITH 3 FOOT HIGH INTENSITY TYPE 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO INCEMNIFY AND HOLD HIAFMLESS TH- CITY OF ENCINITAS AND ITS OFF'IGM AGENTS AND EMPLOYEES Fk"M PROPERTY DAMAGE OR BODILY at REFLECTIVE FACE OR EQUIVALENT. L1. THE SEWER MAINUNLESS OTHERWISE SOW AS APPROVED BY INJURY ARISING SOLELY FROM THE NEGLIGENT ACT$ ERRORS LMT oLia .. E' �� O 16 CONTRACTOR STALL REQUEST FROM THE ENGINEERING SERVICES DEPT. CMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES SKI A PRECOVSTFLCTIOV MEETING AND SHALL PROVIDE AT LEAST 46 11 • A 2-INCH HIGH 'S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH ACTING WITHIN THE CCx AND SCOT riF SUCH AGENCY ANO EMPUOYMENT AHa � •. N W � E! � E � W R HOOFS OF MOTILE FOR SUCH MEETING. (633 -2770) LATERAL LOCATION BY THE CONTRACTOR. AND ARISING OUT OF THE WORK PERFOM� 3Y THE ENGINEER. S �, + yz 1 ALL CHIT AND FILL SLOPES OVER 7ti#E= 1 FEET sw'TA7E0 BY 12. A 10 GAGE SHIELDED COPPER MST SWLL BE BURIED OVER EACH LATERAL ~ s x JA � > °. of is WITH CITY OF ENCINITAS APPROVED HYDROSEEC MIXTURE. o GOADING FOR STREETS AND CRIVEWAYS SHALL BE M'DDS�'D THE WIRE SHALL EX1END UP TO 4 2" COPPER TAG TIED AND SOLDERED TO J,, _� � � � HE WIFE. TFE TAG G'/ER TAt atWMFR MAIN SU1LL TERMINATE 6" ABOVE BY: //� /' `- 3 'I3 'OS - '� "' ` � j 1 Lo M'[XaOS SLOPES SHALL BE IRRIGATED BY WATER TRUCK P AVING SU7r'RAOt WITH FINAL LOCATION AST BELOW PAVING. !FE TAG BR AN M. AFDOLIO DATE ° �t y , � p '� Q p � I '�� Mo �' UNTIL THE MIXTURE GERMINATES AND GROWTH OVER THE CUST OMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE RCE No. 71651 IS EST ABLISHED. LNTIL IMN ECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF I �S 45 I ' ' ^ cn v q q Q ppFESS ' b':: i6of �� qy� � _ -- - 18 ALL LLMIWDES SHALL PROVIDE TRUE 909 Ox1TOFF AND ALLOW COrINECIION. PASCO ENGI INC. NA L Y �, :, -- - - _ -- - - _- NO ESCAPE CM LIGHT ABOVE THE HORIZONTAL. 535 N. COAST HIGHWAY 101 - _T C ` EN 13. ALL LATERALS SMALL BE CONSTRUCTED CLEAR OF DRIVEWAYS SOLANIA BEACH C A 92074 y r , 19 PRIVATE ROAD DMPfDVEMTS SHOWN HEREON ARE FOR DfO4MMATICN - �- -- - ONLY. CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR PE 1551 (D No. 71651 -- -- - -- - - APPROVAL OR FTSPONSIBILITY OF ANY KIND FOR THE DESIGN OR TESTED AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR Exp. 12/31/09 TO CONSIDER FOR FINAL ACCEPTANCE BY LWO. A1.1 TEST SHALL BE 74 VIGINIT �Y MAP M - CONSTRUCTION OF THESE PRIVATE DPROVEMENTS. (IF APPLICABLE) br)NE AFTER CONSTRICTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. CIVIC ! - -- - - -- " -- - 4 '' ` • , 1' 20 COvCENT ID RAI FLOWS ACROSS DRIVEWAYS AND /QR SIDEWALKS LL NOT NTS lF �Q •'° � �� -- �' ` y~ BE PERMITTED. DRAINAGE SHALL BE iR3ANSMMITTED UNDER SIIEMALK 15. ALL SEWERS AND LATERALS 9-ALL BE IN PLACE AND SHALL HAVE FINAL THAOUGHI FACE OF CURE TO GUTTER IN PUBLIC STREET. APPROVAL BY THE LWC INSPECTOR PRIOR TO PAVING. EJ(I STIMb I.e•O IiR DEC• N30 21 THE DEVELOPER STALL BE RESPONSIBLE THAT ANY MONAENT OR BENCH 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO RAINBOW RIDGE LANE - f'G'CCURB DATA A�«rrco sr :�,v or HFG O c.w�►rr � c "Nt3C�IvWOE LANE sow I MARK WHICH IS DISTU'BEDD OR CMFSTROYED RE-ESTABLISHED BE FT- ESTAISHED EXISTING WYES OR SHALL BE MALE BY INSTALLING NEW MANI,FACTLFED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND WYES. STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END LINE DELT C,nRD BEARING RADIUS LENGTH FTM4FMCS bARO Of J��ERv =sORs As z�e�l r ` w SURVEYOR. PIPE SPOOLS 94TDIDE THE ADJACENT EXISTING PIPE MAY BE USED FOR - nl rp I INSERTING WYES INTO AN EXISTING SEWER. L1 S05'57'52 - E 110.00'1 X 6" ZERO HEIGHT *50 qAI �1/�, // /1��. ,N L - - -I 2? THE DEVELOPER 9-ALL MARK THE LOCATION OF EACH SEWER 17. IF NECESSARY O RING THE LATERAL CCMNNECTION W OW UPSTREAM - - - - - - - - - - - - -- LATERAL AND WATER SERVICE BY CHISELING THE LETTERS 5" AND OW , RESPECTIVELY, 2 INCHES HIGH INTO THE FACE OF THE FLOW IN THE EXISTING SEWER 91ALL BE TEMPORARILY PLUGGED AND IX�. R1Y- PASSED BY PUMPING OR PUMPER TRUCXS FOR DISPOSAL- TO A RAINBOW RIDGE LANE - AC BERM DATA CO"TFTAM LWD SEER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM A 6 U I L T 23 THE ADDRESS OF EACH LOT 94ALL BE PAINTED ON THE CORN IN A FLOW, LWD MAY REQUIRED TEMPORARY PROVISION OF DUTY AND BYPASS LINE DELTA Ell" FARING RADIUS LENGTH REMARKS M4 MANNER AND LOCATION/ APPROVED BY THE INSPECTOR. EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UN04ANNED (1 BYPASS SHALL BE ALLOWED. L2 S39'31 29 "W 14.84' 6• AC BERN JR N • AtOOL /Ne C1 70'0455" S05'5752'E 10.00' 11.48' 6" AC BERM P. C.C. R 716 p NTI'AS PIItB D�ARTI�IT SAN DIDC3UtI'O WATffit DIS"TRIGT ISUCADIA WAS"ISWAZffit Mr. ffi�ICERMS PARES AND RBC. PUBLIC DBpT. R N w a APPROVED APPRO D APPROVED A?PROVED' ``�� OW BY: y -+�: BY: /LS�.LV 1fZg17i`P BY: BY: .Y i 31SOg DATE 24 1,4- ou DATE : ,J, �Z7 /� DATE: E: SIGNATURE EXPIRES 2 YEARS AFTER DATE SCALE ... LEUCADIA WASTEWATER DISTRICT (LWD) NOTES LEGAL DESCRIPTION WORK TO BE DONE GENERAL NOTES COr1TINUED GENERAL NOTES THE NORTHERLY NINETY FEET OF THE WESTERLY TWO HUNDRED IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE OBTAINED FROM THE CITY OF ENCINITAS 24 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 18, FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER; REPAIR PLANS: THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD 1 A PERMIT SHALL BE AD FROM M FOR ANY WORK WITHIN THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION, COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL FEET OF THE SOUTHERLY ONE HUNDRED AND E1uHTY FEET ENGINEERING SERVICES DEF THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD REQUIREMENTS AND OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. (MEASURED ALONG THE WESTERLY AND SOUTHERLY LINES) OF SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREET RIGHT-OF -WAY. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE pVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHWEST STREETS AND STANDARDS REFERENCE DRAWINGS. RAL SECTION SHALL BE IN ACCORDANCE WITH CITY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE). AND THE SAN DIEGO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO QUARTER OF SECTION THREE TOWNSHIP THIRTEEN SOUTH, RANGE S.D.C. = SAN DIEGO COUNTY 2 THE STRUCTURAL REGIONAL STANDARD DRAWINGS (LATEST EDITION). INSTALLATION OF TEH REPAIR COUPLING(S). REPAIR COUPLING SHALL FOUR WEST, SAN BERNARDINO BASE MERIDIAN, ACCORDING TO S.D.W.D. = SAN DIEGUITO WATER DISTRICT OF ENCINITAS PUBLIC ROAD STANDARDS. BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND UNITED STATES GOVERNMENT SURVEY APPROVED APRIL 19, 1881, S.D.P. BAN DIEGO PRECAST 'P" VALUE TESTS SHALL BE REQUIRED PRIOR TO P5 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY ADJOINGIN PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING IN THE COUNTY OF SAN DIEGO S.D R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS CONSTRUCTION. (PUBLIC) OF ENCINITAS STANDARDS AND AS APPROVED BY THE CITY SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN STATE OF CALIFORNIA. 3 APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT ENGINEER. 'R" VALUE TESTS SHALL BE REQUIRED PRIOR TO END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED LEGEND: CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE CONSTRUCTION. (PRIVATE) BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. THE QUANTITIES LISTED BELOW ARE PROVIDED FOR REFERENCE ONLY AND DO NOT PROJECT BOUNDARY. 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO EASEMENTS RELIEV•: THE CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE b 4 ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY WATER NOTES (SAN DIEGUITO WATER DISTRICT) TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP QUANTITIES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED FOR TO VCP OR VCP TO PVC, A ROMAC INDUSTRIES INC. STYLE 501. OR APPROVED STRAIGHT OR TRANSITION COUPLING SHALL BE USED WITH A GASKET DISTRICT FOR PIPE LINES PER DOC. REC. AUG. 22, 1925 N0. ITEM A & CASEMENT GRANTED TO SAN DIEGUITO IRRIGATION THIS PROJECT. QTY SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT EQUAL, STD. DWG. STDS SYMBOL CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND PAVING. CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF THE LOCATION RANGE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMTER IN BK. 1122, PG. 104 OF OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER 5 THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BY RECORD) INSTALL ZERO HEIGHT CURB 110 LF (LOCATION CANNOT BE DETERMINED Z\ FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE © EASEMENT GRANTED TO SOG &E FOR PUBLIC INSTALL AC BERM G -5 TYPE A' 27 LF I.E. OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. 2, ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, LINE TYPE OF CONNECTING PIPE. GASKEYS SHALL BE SBR PER ASTM 02000 MBA710, UTILITIES REC. MARCH 18, 1947, BK. 2365 PG. 157 THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON CROSSINGS LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL (NO WIDTH SPECIFIED) INSTALL CL AC PAVEMENT N/A D X450 SF THESE PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS BE TYPE 316 STAINLESS STEEL. OVER 6" CLASS II AB BASE MIN ^, PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON © 10' EASEMENT GRANTED TO L INES A COUNTY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF RECORD OR NOT IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER WATER DISTRICT FOR PIPE LINES REC. JUNE 12, 1969 SUBDIVISION BOUNDARY - SHOWN ON THESE PLANS. MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. O.R., INSTRUMENT NO. 104234 CENTERLINE 6 LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK 3 CONTRACTOR AND OWNER AAE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO SITE ADDRESS QD 30' I.O.D. FOR PUBLIC HIGHWAY PER DOC, AEC. - - - DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR GRADE ANY EXISITNG WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE AUG. 15 1969 O.R. INSTRUMENT N0. 150124 EXISTING CONTOURS TO CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE BOXES ETCJ WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER 1349 RAINBOW RIDGE LANE Q 30' EASEMENT. ROAD AND PUBLIC UTILITY EXISTING EDGE OF PAVEMENT' TO BE -? ^r EXPLORATORY EXCAVATIONS AND LOCATE EXISTING LNDERGROUND FACILITIES MUST MEET CURRENT WATER 4rENCIES STANDARDS COMMITTEE ENCINITAS, CA 92024 PURPOSES REC. SEP. 3, 1969 O.R., INSTRUMENT N0. 161437 �--- FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT (WASC) STANDARDS. IF FACILITIES 00 LA)( MEET STANDARDS, THEN THEY SHALL EXTGTING SEWER REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. F 40' tASEMENT GRANTED i0 BATLEY ENTERPRISES INC. --t> - - -+ - ACTUAL LOCATION OF EXISTING FACILITIES. EXS.1, - 4. UTILITIES TO MAINTAIN MINIMUM 5 FOOT SEPARATION WHEN PARALLELING WATEER A.P.N. FOR ROAD PURPOSES PER DOC. REC. MAY 17, 1982 O.R. IT3 WATER _ INSTRUMENT NO. 82- 147150 EXISTING OVERHEAD ELECTRIC COMPANY PRIOR TO STARTING WORK NEAR COMPANY FACILITIES 254 - 181 -06 24' STREET DEDICATION TO COMPANY S MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE THE CIPI OF ENCINITAS PER AND SHALL COORDINATE HIS WORK WITH REPRESENTATIVES. HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. DOC_,DATED _ NOTICE ALL ELECTRIC AND GAS SERVICES WITHIN 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OWNER/P R W 54 , EX. EXIS GRADE THIS PROJECT ARE "UNDERGROUND OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF DONALD AND ANNE OMSTED EOP INSTALLATIONS ". FOR LOCATION OF THEY ARE SERVING. 4 THE PARCEL 3O ELECTRICAL CABLES AND GAS PIPING AND RAINBOW RIDGE LANE 24 18 6 APPURTENANCES, CALL S.D.G.& E. ENCINITAS, CA 92024 TELEPHONE 1 BOO 422 -4133 (DIG ALERT) LEUCADIA WASTEWATER DISTRICT (LWD) NOTES 2 mitt.- 8 THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO 1. LWD APPROVAL OF THESE PLANS GOES NOT RELIEVE THE APPLICANT, OWNER'S CERTIFICATE TO EXIST. AC SIDEWALK AIN MATCH Ea�aTING 2% MIN - b�MAX . REM STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR IS AGREED THAT FIELD CONDITIONS MAY REQUIRE �FiANGES TO - MI . - - VAR IES DISCOVERED DURING OR THESE PLANS. - PROPOSED ZERO HIS WORK WITH COMPANY REPRESENTATIVES. THE CORRECTION OF ERRORS AND OMISSION OWNER ( DEVELOPER) SHALL HAVE A GRAPHIC SCALE 1 " =20' 21 .GRIND.' OVERLAY AS NECESSARY FOR H I CURB AFTER CONSTRUCTION. PROP 4" AC JVEA LDF SAWCUT 6° CLASB II AB i' !(3 PCC NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT BOUNDARY ARE 'UNDERGROUND 2. ALL DESIGN, MATERIALS AND CONSTRUCTION WORK SHALL CONFORM TO THE IT IS FURTHER AGREED THAT THE ! MA INSTALLATIONS ". FOR LOCATION OF LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REGISIEREDTCIVIL THE SE E N G I NEER WHICH THE CITY ENGINEEH 0 20 40 60 pAOPtR DRAINAGE E TO CITY T NGINEER. L !MINIMUM) CABLES AND APPURTENANCES CONTACT CONSTRUCTION (REENBC AND THE REGI ONAL N STANDARD DRAWINGS ARE. NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF PACIFIC BELL. 1 i rIVI�L JEC1lON: l�Ci11�1170W )RIDGE DILL r E TELEPHONE 1 800 422 -4133 (DIG ALERT) MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER THE IMPROVEMENTS. STANDARDS GOVERN. I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON 9 THE CONTRACTOR SHALL NOTIFY SAN DIEGUITO WATER DISTRICT THESE PUNS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS - SCALE: N.T.S. PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 3. OSHA SAFETY ORD A ND OS CONFINED SPACE ENTRY REQUIREMENTS AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH -20" --VCy' ___ COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. SHALL BE FOLLOWED WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, _ -- - i.'. _ ; S 4 THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. NDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH IRRESPECTIVE AND I j ; PVT ETA. 7 +72.29 ! i.. ° NOTICE ALL WATER SERVICES WITHIN THIS THIS PROJECT OR UNDER MY CONTROL } c r I^ _ PROJECT BOUNDARY ARE "UNDERGROUND DOCUMENTS ON THE JOBSITE AT ALL TIMES. _ Z a G1 4 19 % -G2= 2.56% INSTALLATIONS ". FOR LOCATION OF - ^- WATER MAINS AND LATERALS CONTACT 5• THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE " --- t SAN DIEGUITO WATER DISTRICT. YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWL� AND SHALL t ' � �Vh /Y"'� 31 M�2 y S' TC MA7CH'EXISTING �N• a _ I c I 1 800 422 -4133 (DIG ALERT) REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN TELEPHO C �_^ IMP.RO.VEMENTS_ ¢�;a- ic,?, +�wTm -- zW F. WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD DONALD DMSTED DA TE 369-1 ( SEE DW G a * cv E THE RESPONSIBILITY OF THE DEVELOPER TO WITHOUT EXPENSE WHATSOEVER TO LWD 10 IT SHALL B CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A ANNE OMSTED DATE m _ 4'19 %.. woi. ~ wc°mil �.. I °° *° I is + IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS IF NEEDED. LWD PERMIT FOR CONSTRUCTION AND SHAT PROVIDE A MINIMUM _ OF 46 HOURS NOTICE TO LWD PRIOR TO UVNSTRUCTION. STATTII�NT OF ENGIlVEER OF WORK - , - - _ 11 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE ° y U - ~ y r _ ROUND INSTALLATIONS . FOP LOCATION " UNDERG ROUND " OF CABLES AND APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A 7. ~ ?' ON OF OR THE - 800 - 422 -4133 CY OF THE LOCATI - PHONE 1 HE ACCURA cn i .Sti% y w m APPURTENANCES CONTACT. TELE REPRESENTATION OFT l - F ANY UNDERGROUND UTILITY, THE UNDERSIGNED ENGINEE7? AGREES THAT THE WORK PERFORMtO BY THE STREET LIGHTS SHALL BE EXISTENCE OR NON EXISTENCE 0 A - SOURCES ANL7 RUNS SERVING PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED ST ANDARDS AND 8f5 12 POWER SHOWN ON THE "AS- BUILT" IMPROVEMENT DRAWINGS. ALL PRACTICES OF THE ENGINEEER S TRADE OR PROFESSION. THE ENGINEER = - - - - -- - - --- ° " `" - - 1• B ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN SOURCES SHALL BE LOCATED WITHIN THE DEDICATED RIGHT -OF- WAY OR WITHIN EASEMENTS DEDICATED TO THE CITY OF DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY pjj01 VIBW RAIIVBOWRIDGBLANE___ � TTO OPC[1RB ENCINITAS. OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW SCALE ;DRIZ: =20' 13 NO PAVING SHALL BE D ONE UNTIL EXISTING POWER POLES ARE 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC T 1'=B' RELOCATED OUTSIDE T AREAS TO BE PAVED. ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL C; .,. TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE ; FOR THE PLANS OR 14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY t'' W CITY ENGINEER PRIOR TO MAKING CHANGES IN THE BY DISTRICT ENGINEER. DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER! AGAR - S TO "" ' W FIELD INDEMNIFY AND HOLD HARMLESS TH^ CITY OF ENCINITAS AND ITS �� 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO OFFICERS, AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY 15 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HIGH INTENSITY TYPE THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS OR soft " ° o..,�o o k.� 0 < to .,.,.. REFLECTIVE FACE OR EQUIVALENT. L{ . ON THE PLANS. OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES S KI o, c o . °' v v• ACTING WITHIN THE COURSE AND SCOFF OF SUCH AGENCY AND EMPLOYMENT ¢ �. 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH AND ARISING OUT OF THE WORK PERFOAMt� jY THE ENGINEER. _ '" * is d { ~� ; X ° A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 LATERAL LOCATION BY THE CONTRACTOR. 5` Q S $ 16 CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DEPT. w H A MEETING. (633 -2770) y 'v N ¢ HOURS OF NOTICE FOR SUCH L x ., 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LA FILL SLOPES OVER THREE (3) FEET IEATED BY THE WIRE SHALL EXTEND UP TO 4 2" COPPER TAG TIED AND SOLDERED TO 3.13 0$ a m site °'' 17 ALL CUT AND BY. E EDED . O' /EA THE atWER MAIN SHALL TERMINATE 6" ABOVE GRADING FOR STREETS AND DRIVEWAYS SHALL BE HYDROS DATE 9 � ° ° ~ ° e ° APPROVED HYOROSEED MIXTURE. HE WIRE THE TAG O r FINAL LOCATION JUST BELOW PAVING. THE TAG BRIAN M. ARDOLINO f li5 "' `' lis I ''~� 4 "' ^r' ~ `¢ WITH CITY OF ENCINITAS APPRO RRIGATED BV WATER TRUCK PAVING SUI RADt WITH I RCE No. 71651 _ - - - l - - - - ._ - - _ , - _ - HYDROSEEDED SLOPES SHALL BE I OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE Q �pFESSrO N - �r - ° ° t ��- -� ��� y g UNTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. UNTIL rONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF PASCO ENGINEERING INC. O gHAEL 4C _ C. N. Q�' y" 49 0 Fy �eWadta Blvd CONNECTION. 535 N COAST HIGHWAY 101 . = } �;i - _ _ OFF AND ALLOW � ? o� c _ -� -,-. _ -• - -- _ -- - -_� �� " -__ _ . __ .:,, - -- -- _ -^ . 18 ALL LUMINAIRES SHALL PROVIDE TRUE 900 CUT SOLANA BEACH CA, 92074 M yQ z - - - - NO ESCAPE OF LIGHT ABOVE THE HORIZONTAL. 13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS , ^ T PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION �' m ND. 2/ o �I, 19 CIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR PE 1651 s Exp. i2 /3!/09 t D _ ONLY. CITY OFFICIALS TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR y �C MAp APPROVAL OR RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. A1,1 TEST SHALL BE a 4 ' r CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. (IF APPLICABLE) DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. s'l CIVIC -� NT5 ' '� o o �� , 8 _ V C Gr 20 CONCENTRATED FLOWS ACROSS DRIVEWAYS AND /OR SIDEWALKS SHALL NOT 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL E)(ISTrIV(sr I.o•o Peg DoC•fs0(2'l i SrE BE PERMITTED. DRAINAGE SHALL BE TRANSMITTED UNDER SIDEWALK APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. {� r d �J� ,�+ /' Q THROUGH FACE OF CURB, TO GUTTER IN PUBLIC STREET. M INBOW ILIDGL L�1N� _ ! ti�Ci CU Da "a AGCEMD BY SARI 1)"&0 CO"lr =t` I RAINBt7WRIDGELANE � 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO - u 21 THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH EXISTING WYES OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED F �ARp Of SuPERVt30RS AS sTEM MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED WYES. STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END LINE DELTA CHORD BEARING RADIUS LENGTH REMARKS , L - - - - - - - - - - - _._ - - I - AND REPLACED BY A REGISTERED CIVIL ENGINEER OA A LICENSED LAND PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FDA Irk50 ON Ad CT• N �'l61• -- - - - -- - - SURVEYOR. INSERTING WYES INTO AN EXISTING SEWER. 2 L1 B05'57'52'E 110.00' 16 "X 6" ZERO HEIGHT CUR8 - ? IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM THE DEVELOPER