2008-949 I (Plans) I
GENERAL NOTES LEGEND STANDARD SYIIIBOI QUANTITY
1. A PERMIT SHALL BE OBTAINED FROM THE CITY DEPARTMENT OF PUBLIC WORKS FOR ANY PROPERTY BOUNDARY
WORK N7IW THE STREET RIGHT-OF-WAY. (1& AW CEM�NU70S TO GOk RCI,M f1E6ELfk°M WIS SHALL NAVE AN APPROVED BACKROW DEVICE INSTALLED TO 22 THE C
ACTOR 91ALL PROTECT ALL SURVEY MCA UMENTA 7TON. 1F ANY SURVEY MONUMENTS`ARE D/SIURSED OR DESTROYED, THE
2 THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH THE CITY OF ENCINITAS IH DISTRICT'S SARTACNON AND CURRENT WAIER AGENCIES'STANDARDS COMMITMEIWASC STANDARDS
BACKROW 7gpCT MAIL RETAIN A LICENSED SURVEYOR TO R£fSTABLJSH AND RE RD TT}!E MONUMENT CFIANC PER STALE LAW RIGHT-OF-WAY
STANDARDS AND AS APPROVED BY 774E CITY ENGINEER. DIEV4CES ARE TO BE INSTALLED DREC7LY O uTSTDE CITY OR COUNTY RIGHT-DF--WAY OR OU WATER DISTRICT EA2XNDT
REPAIR, MAINTENANCE AND ANNUAL IES17NG OF BACKROW DEVICE ARE RESPONSIBILITY OF OWNER
3. APPROVAL OF THESE IMPROVEMENTS PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL ) 23. k MlNIMUA OF 12 INCHES IERRCAt CCFARANLE SHALL BE PROVIOEO
BE TORN T71f S€WfR PIPE AND ANY OTHER UTDUI7tS
OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. �ILE' MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BE7VEN FIRE HYDRANTS AND SAN DIEGO GAS AND
EASEMENT LINE - - - - -
t CTRIC VILL IS.4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT-OF-WAY SHALL BE CONSTRUCTED, 24. SEPARATION OF
SEWER f WRIER AND SEWER/RELCAIMED WATER SHALL COMPLY W11H LWD SID DOG S-2 AND W17H ALL COUNTY AND
CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, CROSS GUTTER AND (18) U77LIRES TO MAINTAIN MINIMUM 5-FOOT SEPARA7T0N WHEN PARALLELING WATER SERVICES STAIF
HEAL 7H DEPT REGULATIONS
PAVING. EXISTING CONTOUR
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOW ON IHESE (19) CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXIS77NG WATER FACILITY(RRE
HYDRANT, 25 CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LOD INFECTOR. NEW
PLANS WERE OBTAINED BY A SEARCH OF 7HE AVAILABLE RECORDS TO IHE BEST OF OUR MEIERS, VALVES VALVE BOXES ETC.) THAT ARE EFFECTED BY THEIR PRO'm SEWER SHALL
NOT BE CONNECTED OR ALLONED TO ROW TO EXISTING SEWER UN77L AFTER FINAL ACCEPTANCE OF ALL UPS7REAM WORK BY THE x 77.5
KNOWLEDGE, THERE ARE NOT 07HER EXISTING FACILI71ES EXCEPT AS SHOWN ON THESE LOD MISPECTOR, OR AS APPROVED BY DIS79CT ENGINEER. EXIS77NG
ELEVATION
PLANS HOWEVER, THE CONIRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO 2O CONTRACTOR' 7O SUPPLY DOCUMENTATION STHE SA THAT ANY ASBESTOS WATER PIPES REMOVED
FRIJM THE GROUND
DISPOSED Of IN A MANNER A(X;EPTAOLE TO THE SAN DIEGO COIl1.lY WASTE lX ?SK1,4!
PR07ECT ANY EXIS77NG FACILITY SHOWN HEREON AND ANY 07HER WHICH IS NOT OF RECORD 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE
SEWER MAIN UNLESS 07HER{NSE SHOWN AS APPROVED BY LOD ON
OR NOT SHOWN ON THESE PLANS {2 USE THE FOLLOWING VARIOUS 4%IWATONS OF PLAIN EAD RPE LENGTHS WNIH HHICIH DITtECTiOV COUPLINGS AND 7HE PLANS NEW
ELEVATION 7 Z
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL BE 7/NIIttGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOIH HORIZONTAL AND VERTICAL DIREC71ONS
DO NOT BEND PIPE
BOUPLI N COU USE 9 SAW CUT INTEGRAE BELL ERN}fAW STANDARD PIPE AND BEVEL END 13TR USE NTH EN 140 FEET A 2-INCH HIGH S'SHALL BE INSCRIBED ON THE
CURB FACE AT EACH LAIERAL LOCATION BY THE CONTRACTOR.
CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR COUPLINGS USE 9.5-FOOT PLAIN END PIPE LENGTHS WITH LLIELCRON COUPLINGS FOR ALL RADII BETWEEN
140 FEET TO
WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXIS7TNG UNDERGROUND FACIL177ES 270 FEET USE 19-FOOT PIPE LENGINS WITH DEtELC77ON COUPLINGS FOR ALL RADII BETWEEN 270
FEET TO 560 FEET DAYLIGfHT/SAWCUT LINE
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19-FOOT PLAIN END PIPE LENGTH
TO FORM A CHORD 28 A 10 GAGE STNELD€D COPPER ARE SNHALL �BURIED OV€R EACH LATERAL THE WE SHALL EXTEND UP TO A 2'CfI'PER TAG TIED AND
USE DEFLECROIH COUPLINGS ON EACH END OF THE CHORD AND COME IRIS COMBlNAnON TIROUCH IHE CURVED
NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES ALIGNMENT FOR ALL RADII BETWEEN 560 ffET TO 1,150 fEET. PIPE LENGTHS SHORIER IRAN 9 FEET WILL NOT
BE USED SOLDERED TO THE WIRE THE TAG 0WER THE SEWER MAIN SHALL TERMINATE NO MORE THAN TOO FEET(2)BELOW TOP OF ASPHALT PAYING.
7. 00 LF i0 8 PVC PUBLIC SEWER MAIN S- S` 159.7HE CONTRACTOR SHALL
NOTIFY THE SAN DIEGO GAS AND ELECTRIC COMPANY PRIOR TO UNLESS SPECIFICALL Y AUTHORIZED IHE BY THE DISTRICT'S REPRESENTA71W.. THE TAG OVER THE CUSTOMER END OF THE
LATERAL SHALL EXTEND ABOVE GRADE UNUL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE n
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH POINT OF CONNECTION. 1
COMPANY REPRESENTA TIVES. 00 &W AVIES
8. THE CONTRACTOR SHALL N077FY THE PACIFIC TELEPHONE COMPANY PRIOR TO STAR71NG 28. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE,
JOINT$ LINING, AND COALING THE PIPE SHALL BE CAREIULLY SEWER MANHOLE LWO S-3 - H 1 EA
WORK NEAR COMPANY FACTLITTES AND SHALL COORDINATE HIS WORK NIH COMPANY I. LWD APPROVAL OF IHESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OR WORK,
OR COANNACTOR FROM BEDDED TO PROVIDE CONRAVOUS BEARING AND PREVENT UNEVEN S£TR€MENT PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES
REPRESENTATVES RE9`0NSIBIUTY FOR THE CORRECTION OF ERRORS AND OMIS90NS DISCOVERED DURING OR AFTER CONSIRUCAN OPEN ENDS OF PIPE SHALL BE SEALED AT
ALL 77MES WHEN CONSNVC770N IS NOT IN PROGRESS
NOTICE ALL TELEPHONE SERVICES WIHIN 7HIS PROJECT BOUNDARY ARE "UNDERGROUND SEWER CLEANOUT LOD S-8 S---O
1 EA
INSTALLATIONS" FOR LOCATION OF CABLES AND APPURTENANCES CONTACT 7HE PACIFIC 2 ALL DESIGN, MA 7ERIALS AND CONSTRUCRON WORK SHALL CONFORM TO THE LEUCADIA WASIEWAIER
DISTRICT L SEWER 29. PIPE JOINIS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN FILE-HALF OF THE ANGLE
TELEPHONE COMPANY. TS ANDARDS AND TO THE REOUNWNTS Or THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CAVSIRUCTHId(aENM- AND THE RECOMMENDED BY THE PIPE MANUFACTURER.
TELEPHONE. 1-800-422-4133 REGIONAL STANDARD DRAWINGS MOST CURRENT EDITIONS IN ME EVENT OF CON7JCT THE LOD SEWER STANDARDS GOVERN. SEW
ER LATERAL LWD S-25fS-17,S-18 9 EA
9. IT SHALL BE THE RESPONSIBILITY OF 774E DEVELOPER TO CONTACT THE UTILITY AGENCIES, 30 SEWER PIPE ZONE AND TRENCH DACkFILL SHALL BE PER THE
LE SEWER STANDARDS W47ER XFRNG SHALL NOT BE ALLOWED
ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF RELOCATIONS, IF J 0,WA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRYREOUNRENTS SHALL BE FOLLOWED AT ALL
TUES NIHOUT EXCEPTION.
NEEDED. 31. ALL SHALL BE CONSTRUCIED CLEAR OF DRIVEWAYS 7RENCH RESURFACING S-12 so
LF
10. ALL TELEVISION SERVICES WTHIN THIS PROJECT ARE UNDERGROUND INSTALLATIONS" 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2 & 3 DOCUMENTS ON THE JOBSITE
AT ALL RMES
FOR LOCATION OF CABLES AND APPURTANCES CONTACT APPROPRIA7E COMPANY 32. JOB MIXING OF CONMETE IS NOT ALLOWED WITHOUT EXCEPTION aWrSEIE 7ES77NO
BY LWD WILL BE AT CONTRACTOR EXPENSE.
11. THE CONTRACTOR SHALL REQUEST A PRE-CONSTRUCRON MEETING FROM THE CITY 5 THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE
OF FINAL ACCEPTANCE BY IV 8" PVC PUBLIC WATER MAIN, WP-02 W 147 LF
ENGINEER'S OFFICE AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE FOR SUCH A MEETING. AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS
WIINN THE ONE YEAR 33. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, ENISHED, AND COMPA£TEU AT IWE OF PLAaXWT GPK PRODUCTS INC, OR CL-200 f C-900
PHONE NO. 633-2770 PERIOD NTIDUT EXPENSE 1I MNa-VER TO LNA APPROVED EQUAL, MAIWIOLE ADAPTORS MALL BE SET N THE BASE FOR EACH PIPE COA'NECAON
SET7WG OF MY RINGS SHALL NOT BE
12 PRIVATE ROAD IMPROVEMENTS SHOW HEREON ARE FOR WFORMATTON ONLY. CITY ALLOWED FOR 48 HOURS AFIER CONCRETE PLACEMENT PRECAST MANHOLE BASES
ARE ACCEPTABLE FOR USE WITH 8"SEWERS WITH DISTRICT I- WATER SERVICE,& DUAL DOMESTIC/ WS-09, WC-17 W Q 9 EA
OFFICIALS SIGNATURE HEREON DOES NOT CONS7771flE APPROVAL OR RESPONSIBILITY OF ANY 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY NEITHER THE PRIVATE
ENGINEER NOT LE GUARANTEES THE ENGINEER APPROVAL. FIRE WATER METER
KIND FOR 7HE DESIGN OR CONSTRUCRON OF IHESE PRIVATE IMPROVEMENTS (IF APPLICABLE) ACCURACY OR COMPLET€N€SS OF THE SEWER OUANTIRES
34 JOINTS BE7NEEN MH BASE, SHAFTING CONE SECTIONS, AND RING SHALL HAVE A 2"BY 2"BUTYL RUBBER GASKET PLACED N1HIN THE FIRE HYDRANT
WF-O] W� 1 EA
NOTICE ALL ELECITCAL AND GAS SERVICES WITHIN THIS PROJECT ARE "UNDERGROUND 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL
MATERIALS AND SUPPLIES FULL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL.
INSTALLATIONS" FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND SA77-TAC70RY TO LID. ATRK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD.
APPURTENANCES CONTACT THE SAN LECO GAS & ELECTRIC COMPANY. 35 ALL MANHOLES SHALL BE VACUUM IESTED 1)BEFORE BACKRI.L, 2)AFTER BACKRLL, AND 3)
SUBSEQUENT TO ANY SUSPECTED MOVEMENT 2" MANUAL AIR VALVE WA-01, WC-17 W � 1 EA
8. PRIOR TO BEGINNING SEWER WORK, THE LAD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY OR DAMAGE AFTER BAGI(FlLL.
TELEPHONE.• 1-800-422-4133 WITH LOD STANDARD SPEC SURVEY REQUIREMENTS
36. ALL.SEWERS AND LATERALS SHALL BE NAYNE BALLED, LOW PRESSURE AIR IESIED, AND TELEVISED AT THE r BLOW OFF 09-01,
WC-17 W
9. PRIOR TO BEGINNING SEWER WORK CONTRACTOR SHALL SECURE A LOD PERMIT FOR COI.S7RUCTION AND SHALL PROVIDE A APPLICANT/CONTRACTOOS EXPENSE PINOR
TO CONSDERARON FOR FlNAL ACCEPTANCE BY LOD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF
MINIMUM OF 72 HOURS N077CE TO LOD PRIOR TO CONSTRUCTION
SDID WATER N01ES FOR IAIPR04fAlE1VT PLANS ALL ORDER URURES AND UTILITY LATERALS DEVELDPER11PERAtIT1EE
SP WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
ME VRISOCTION4L CITY, COUNTY, AND/OR 37. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FlNAL APPROVAL BY THE LOD INSPECTOR PRIOR TO PAVING. KEVIN STEPHENS
SPfS(C 6N ATHHE CURRENT A�l� �£STAN CIS C 4 THE ID Erb AC1C�T��7RACTOR SHALL AND HEREBY OTHER APPROPRIATE AGENCIES. (PRESIDENT
- 229-231 COAST BLVD, INC )
G 38. MANHOLES SHALL HE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH DIAMETER PER LOD SID DWG S-3 MANHOLES SHALL BE 5-FEET 1500 T
11 TH AVENUE 1 CO 24;
((2 UNLESS OTIERNSE NOTED ALL CON�VECIKWS TO EXISTING MAINS KL BE MADE BY THE CONTRACTOR UNDER THE 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY
SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING DIAMETER FOR PIPE 18-INCHES AND LARGER PER LOD SID DWG S-4.
SUPERVISION OF SAN DIEGUITO PTER DISTRICT, AFIER PAYMENT OF THE ESTIMATED COST BY THE D£VEL55M. THE DESIGN OF-SHORING, BRACING SLOPING, OR OTHER PROVISIONS TO BE MADE
FCR PROTECTION OF WORKERS FROM THE HAZARD OF ESCONDIDO, CALIFORNIA 92029
(3) CAVING GROUND DURING TRENCH EXCAMMV AND PIPE INSTALLARCN. IMERS71 INS PLAN MUST BE PREPARED FOR ALL TRENCHES RWE 39. AWS SHALL BE LINED
WITH INTEGRALLY LOCKING PVC(T LOCK)OR A POLYURETHANE PROTECTIVE LNING SYSTEM PER SECTOI.5002 OF (760)-740-0885
rN WHERE ELEVATIONS AND GRADES ARE NOT MOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PRORLE IS 48 FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABUSHED BY THE CONSTRUCTION SAFETY THE WMV800K FOR.•
INCHES BELOW CENTERLINE ENISH GRADE OF STREET. ORDERS TALE 8, CALIFORNIA ADMINISIRARVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER A COPY OF THE OSHA
97E ADDRESS
(4) ALL SERVICES TO BE CON MUCIED CLEAR Of DRlW€-W- - EXCAVATION PERMIT MUST BE SUBMIT70 TO TIE LWD INSPECTOR PRIOR TO EXCAVATIONV. A ALL NEW,HS
1007-1021, 1019, 1011 A & ET, HERMES AVENUE
(5) CON7RACTOR TO FURNISH €INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 12 ALL SEWER FACIURES SHALL BE INSTALLED W DRY EXCAVATIONS AND TRENCHES
CONTRACTOR SHALL DEWATER AND MAINTAIN
B ALL EXISTING MH'S NIN NEW OWC7NS ENCINITAS CALIFORNIA 92024
(�) OEWATERING CONANUOYRY UNTIL THE WORK IS COMPLETED NCILUNG PLACEMENT AND CONPACRON OF BACKFILL MATERIALS IN A DRY 41. MAXIMUM DEPTH OF SEWER
FOR SDR35 PVC PIPE IS 15: PVC C900 OR C905 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15' ASSESSORS PARCEL NUMBER
WTX? CONTRACTORS SHALL ACQUIRE A ]BENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED
TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXAL€
K MATERIAL. SUITABLE GEO7EXTILE MAILRIAL SHALL BE SUBMITTED TO THE DISTRICT LNUNEER FOR REVIEW AND APPROVAL. CONTRACTOR 254-325-43,
44 & 45
- 42. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR IRON APPROVAL DATE TO
WERE FIRE HYDRANTS 2`5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS'OR 7 FEET FROM FACE OF CURB SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN Of GROUNDWATER
TO THE SEWER SNAG NOT BE ALLOWED. START OF CONSNUCRON. lF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN
ERE SIDEWALK EXISTS OR A}LL BE COIYSIRUCTED CHECK TO THE DISTRICT ENGINEER FOR AN UPDA71D RENEW AND APPROVAL ANY CHANGES REQUIRED TO THE PLANS
SHALL BE MADE AT THE DINER'S CERTIFICATE
-- 3.- 1 THE EXISTENCE AND LOCH RON OF UNDERGROUND URURES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS
(8) PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH PATS IN WATER MAIN SEARCH BY 7HE PRIVATE ENGINEER TO NE BEST OF THE PRiVAIF ENGINEER'S KNOWLEDGE (HERE ARE NO
EAIS77NG URURES EXCEPT DEVELOPERS EXPENSE AND APPROVED BY THE LW DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION
) THOSE MOWN ON THESE PLANS AM77ON IS CALLED TO THE POSSIBLE EXISTENCE OF OMER UTLIRES OR STRUCTURES NOT SHOWN IT IS AGREED
THAT FlfLD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS
N9 CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT/ROAN THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN 43. WHEN CONNECROW 70 EXISTING MANHOLES
IS NECESSARY AND SHOWN ON THE DRAWIHGS, THE CONTRACTOR/ SF1ALL CONNECT TO EWSRNG
SRNG CITY RIGHTS-OF-WAY. OR IN A DIFlERENT LOCATION FROM THAT SHOWN ON THE PLANS THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO MANHOLE STRUCRIRES
AND CONSTRUCT 774E NEW FLOW-7HROU91 CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS IT IS FURTHER AGREED THAT THE OWNER ((DEVELOPER SHALL HAVE A REGISTERED
CIVIL
PROTECT THE U77LIRES SHOWN ON THE PLANS AND OTHER EAISNC FACIURES OR STRUCTURES NOT SHOWN. DKWEER MAKE SUCH CHANGES ALTERATIONS,
OR AUDITIONS TO THESE PLANS WHICH THE CITY
LI10 THE DISINCT REQUIRES IHAT COMPAC770V TESTS BE TAKEN WHERE WATER LIDS ARE NSTALLED W ININ EXISTING REQUIRED SMOOTH TRANSITIONS SHALL BE INSTALLED
fROM THE INVER73 OF THE NENY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF
NTY RIGHTS-OF-WAY CITY OF ENCINITAS R1073-CF-WAY OR PRIVATE EASEMENTS AND THE RESULTS APPROVED BY MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION
FITTINGS SHALL BE CONNECTED TO THE CORE MILLED HOLE BY LINK-SEAL, OR THE WOy�N
THE CITY a7 ENCINITAS�fFORE I& WATER LINES ARE ACTED AND A ffY SENT TO TIE SAN DIEf�Y= WATER 14• APPROVAL OF THIS PLAN BY LWD DOES NOT CONSRIUIE A REPRESENTATION
OF 774E ACCURACY OF THE LOCATION Of, OR THE APPROVED EQUAL THE FlRST FLDYBLE JOINT SHALL BE LOCATED WIIHIN ONE-FOOT OF THE MANHOLE BASE JACK HAMMERING SHALL NOT BE
0I57RICT OI}TCE. EXISTENCE OR NON-E&TENCE OF, ANY UNDERGIOOUNO UTUTr PIPE, O R 57RUCW N77M THE UNITS OF 71/l5'PROJECT ALLOWED. I
HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE
RETAINED TO SUPERME OVER ALL GRADING ACRVITY AND ADVISE DIV THE CMACTION AND
(11) PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND 15 CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT(800) 422-419
AS REQUIRED BY STATE LAW ALL DUTY CROSSINGS STABILITY OF TIE
REIVEW CURRENT WATER AGENCIES'STANDARDS COMMITTEE(WASC)SPECIRCARONS. SHALL BE POTHOLED PRIOR TO IENCHING. SEWER LATERAL CONNECTION NOTES t-
% --2.- �
12 THE CONTRACTOR SHALL NDRFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING 16. CONTRACTOR IS RESPONSIBLE F� COMPLYING WITH ALL LOCAL, STATE
AND FEDERAL SAFETY REGULATIONS INCLUDING BUT NOT �229S2 PNENS (PRSIDEN7) DAIE
K TO ARRANGE FOR INSPECTION OF PROTECT. 31 CO AST LW INC
LIMNED 70, TRENCH SAFETY AND CONRNED SPACE ENTRY. 1. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EAISTNG WYES OR SHALL BE MADE
BY INSTALLING NEW MANUFACTURED
(13) RLL AREAS MUST BE COMPACTED TO 9f1 PRIOR TO PIPE INSTAELARON W'YFS STANDARD BELL AND SPIGOT CR PLAIN END WOES AND PLAIN END PIPE SPOOLS
MA7CHING THE ADJACENT EXISTING PIPE MAY BE USED FOR
(14 APPROVAL OF TIIS PLAN BY SAN fIEGHlITO WATER DISTRICT ODES NOT C .ST7UIE A REPRESENTATIOW R5 TO THE 17 SOILS REPORTS MALL BE SUBMITTED TO LAD BY A QUALIRED
SOILS ENGINEER WHICH CERPRES THAT TRENCH BACKFILL WAS NSERTTNG WOES INTO AN EVS71NG SENE/t
COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SN7E EARTHWORK SPECIRCARONS AND THE LKD STANDARD
A&RACY OF THE LOCATION OF OR THE EANSTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR EC STATEMENT OF ENGINEER OF
MW
STRUCTURE THIN 174E LIMITS THIS PROJECT. 2 IF NECESSARY DURING THE LATERAL COMVEC71M IRK, UPSTREAM ROW IN THE EXISTING SEWER SHALL
BE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHAD
TEMPORARILY PLUGGED AND BY-PASSED BY PUMPING OR PUMPER TRUCKS FOR DI5PO TO A DOWkSWAM LNI SEWER IN LXA77O�LS NTH
15 ALL EXISTING FACILITIES NHICH MAY EFFECT FlNAL DESIGN. LE. LINE CROSSINGS LINE PARALLELING OR PROPOSED 1& SEWER ELEVATIONS SHORN ARE INVERT ELEVATION (I.E.), INSIDE
BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF STOWIFlCANT UPSTREAM BOA LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL-TIME MANNED MONITORING.
COMPLY NTI THE GETIERALL YACCEP7ED STANDARDSAND PRACTICES OF THE LAICIAT R'S
wim SHALL BE EELD VERIFIED. ALL EXISING OR PROIPO 6 UTILITY CRO.SGI0 WIMN 10 FEET O�PROL'OSED MANHOLE TO CENTER OF MANHOLE TRADE
OR 1?ROfESSION 174E ENGINEER FURTHER AGREES THAT THE AA7IRK PERFORMED
WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WA TER MAINS UNLESS NO UNMANNED BYPASS SHHALL BE ALLOA£D.
HEREIN SHALL BE IN ACCORDANCE NTH THE RULES AND REGULATIONS REQUIRED BY THE
GIVEN WRITTEN PERMISSION BY SAN DIEGYNTO WATER DISTRICT. CITY OF ENCINITAS, TIDE ENGINEER AGREES THAT ANY PLANCHECK OR
REVIEW PERFORMED
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LOD DISTRICT ENGINEER AS CONSTRUCTON CHANGES TO THE ORIGINAL J. FOR CONNECTION OF PLAIN
END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MA7ERIAL MEETING THE SAME BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR IRE PLANS
MAAR D1iG'S NTH WITALM APPROVAL ON THE MYMRS MATERIAL REQUIREMENTS AND OU7SVE DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS
SHALL BE RUBBER GASKEIED NTH MEPARED BY RH£ENGINEER IS NOT A DE7ERMNAMV BY THE CITY OF ENCINITAS OF THE
NO CENTER STOP PIPE ENDS SMALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR C S: THE REPAIR COUPLING SHALL TECHNICAL
SUFFICIENCY OR ADEQUACY OF THE PLANS O DESIGN, AND !T DE-SIGN
20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE ) ODES NOT NIS
BA TILE EEREO ET'OF REGINEERBIW FOR 774€PLANS ANDI€OLD OF
PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS BULT DRAWNGS TO LAD FOR REVIEW AND APPROVAL PRO? 70 FINAL BE SLIPPED ALL THE WAY ON TO ONE
END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL WE ALIGNED TOGETHER AND THE REPAIR IMPROVEMENTS BASED THEREON. 1174E ENGINEER AGREES TO INDEMNIFY AND HOLD
ACCEPTANCE� THE PROJECT:ALL.CHANGES SHALL BE SUBMl7TED�I COUPLING SUPPED BACK INTO A POSITION EQUALL Y SPACED BETWEEN THE TWO PLAIN END PIPES
PVC SEWER REPAIR COUPLINGS SHALL BE AS HARMLESS THE CITY OF ENCINITAS AND l)5 OfF7CERS AGENTS AND EMPLOYEES FROM
AANUFACIVRED BY PW PIPE, OR EQUAL APPROVED BY THE LAD DISIMT ENGINEER PRQPERTY DAMAGE OR RELY IN,IIIRY ARISING SOLELY FROM
THE NEGUGENT AC7S
THE ORIGINAL MYIARS FOR REVIEW AND APPROVAL BY THE LAD DISTRICT ENGINEER PRIOR TO CONSTRUCTION. ERRORWOOR OMISSIONS OF THE ENGINEER
AND HIS/HER AGENTS OR EMPLOYEES ACTING
4. PVC OR VIIRIFlED CLAY PIPE VCP SEWER PIPE AND WOES MAYBE USED TO Rf-IN TO EXISTING VCP FOR CONNECTION OR REPAIR OF WRHN
COURSE AND SCOPE OF SUCH AGENCY AND EMPLOY IT ANO ARISING OUT OF
21. LENGIH OF OPEN TRENCH WILL BE GAITED 70 350 FEET, INCLUDING COLLECTORS AND LATERALS UNLESS 0771ERE-V APPROVED ( ) IRE
WORK PERFORMED BY THE ENGINEER.
o PLAIN END VOP TO VCP OR VCP 70 PVG A ROMAC#fflUS7Rl€S INC SW 501, OR APPROVDD EQUAL, SMAIGNT OR 7RAAGTKI.COUPLING 91ALL
G C
IN WRITING BY THE DISI]RCT. TRENCH SHALL BE BACKFlLLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK.
DE USED NTH A GASKET RANCE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAMEIER OF THE PIPE ON THAT SIDE OF IME COUPLING
v r BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASIM A06, GRADE 65-45-12 AND SHALL BE PROVIDED NTH 16 MILS FUSION SAMPO
ENGINEERING, INC.
E �p�CU$ ^ V' BONDED EPDXY COLOR CODED 70 THE TYPE OF CONAECRNG PIPE GASKETS SHALL BE SBR PER ASTM D2000 MBA710, CM01INDED FOR WATER
1034 SECOND STREET
S/I[ AND SEWER SERVICE All MIS AND BOLTS SHALL BE TYPE 316 SMWLES SIEEL ENONITAS CA 92024
LEUCADIA BLVD: (760) 436-0660
N W08 - 240
SAN DIEGUITO WATER DISTRICT LEUCADIA WASTEWATER DISTRICT •�' '�'
N r VINCENT L. SAMPO DA It
APPROVED BY. LWD DISTRICT ENGINEER RCE N0. 44173 / EXP 6130109 z
VICINITY MAP SAMPO ENGINEERING, INC �ZP�d ° �` 5//x/09 z
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SIGNATURE DATE SIGNATUREKC�2 3/5` DATE46/-5/�/a w
SIGNATURE EXPIRES TWO YEARS FROM DATE SIGNED M, c,� _3/� �° � ,•.,., 0 � _
- D£57GA1 BY BRAIwP 8Y OWK BY
- / SDWD W0$ - 24 °x
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PUBLIC WORKS DEPARTMENT pH PH VLS APPROVALS z