2008-883 I (Plans) E1�TPRAL AT07ES GENERAL NOTES CONTMUED.. LWD NOTES COMEVEIF.D .. LWD NOTES ... LEGAL DT~StRuTTnN
! A PEFNQT SHALL OF WTAINED i'WM THE CITY ' t F EpCWrAS 24 ALL NOW SHALL BE DOPE IN ACCOADWYCE WITH TIC STAWAAD !4. APPROVAL OF THIS PLAN
BY -LOD DOES NOT CONSTITUTE A 41 MAXIMUM DEPTH OF SEWER FOR SDIR35 PVC PIPE .35 15'. C" PARCEL A ' 9
ENGINEERING SERVICES OBi4R7MENIT FOR ANY MOY�C WITHIN THE SPECIFICATIONS FOR PUBLIC NOR<S CONSTRUCTION &ATEST EDITIDiVJ, REPRESENTATION OF THE ACCURACY
OF THE LOCATION OF, OR THE FEGUIRED FOR DEPTH OF COVER OVER 15 . A PORTION OF LOT 13 IN BLOCK B OF SOUTH COAST PARK m
SI73EFT RIGFPT�F LAY. - TTHE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD EXISTENCE OR NON - EXISTENCE OF ANY LACERGROLN D UTILITY,
IN TFE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE PIFE OR STRUCT(ARE WITHIN THE LIMITS OF THIS PROJECT. �. FINAL APPROVAL
OF PLANS BY DISTRICT ENGINEER IS VALID FOR A OF CALIFORNIA, ACCORDING TO THE MAP ThEROF N0.
2 THE STRUCiLRA'. SECTION SHALL BE TIN ACCORD TI! E MI CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND AE SAN DIEGO PERIOD
OF TIME NTT TO EXCEED ONE YEARR ROOM APPROVAL DATE TO 776. FILED IN THE OFFICE OF THE COUNTY RECORDER
ENCINITAS PUBLIC ROAD STANDARDS. REGIONAL STAN RD DRAWINGS tLATEST EDITZQAD. !'8• C0VMACrM SHALL N10fIFY � SERVICE ALERT ALERT MM 4221396
START OF CONSTRUCTION. IF ONE YEAR TIME LIMIT IS EXPIRED SAID SAN DIEGO COUNTY JANUARY 11 1924
VA _LE TESTS SHALL BE E1=f(IIIRED P13I0& TD ITS REQUIRED BY STATE LAN. ALL UTILITY OROISSD GS SHALL BE PRIOR TO START OF
CONSTRUCTION THE DEVELOPER MALL RESUBMIT
CONSTRUCTION. MBLlic 25 THE STRUCTURAL SECTION SHALL BE TN ACCORDANCE WITH CITY- par"DLED PRIOR TO TREIqCHM. THE PLANCHECK to THE
DISTRICT ENGINEER FOR AN UPQAIED REVIEW PARCEL B
CF ENCINITAS STANDARDS AND AS APPROVED BY THE HE CITY AND APPROVAL. ANY CHANGES REQUIRED TO
T PLANS SHALL BE 77-E SOUTHERLY IM HST IF LOT 19 BLCM B SOUTH
3 APPROVAL uF THESE IMPROVETENT PLANS AS SHOWN DOES NOT ENGINEER. 9R" VALVE TESTS SHALL BE REOLLI ED PRIOR TO W CONTR ACTOR IS ELSPOVSIBLE
FOR COMPLYING WITH ALL LOCAL STATE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LO UD COAST PARK IN THE CITY OF ENCINITAS. COUNTY OF
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE CONSTRUCTION. (PRIVATE) AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED Tit
CISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. SAN DIEGO, STATE OF CALIFORNIA AS PER MAP NO.
PRiO„ECT BO U NDARY. TRENCH SAFETY ARID CUFZED SPACE ENTRY. 43. *fN CONRELTION TO EXISTING MANHOLES IS NECESSARY AND 9M
1776 FILED IN THE OFFICE OF THE COUNTY i�tORDER "�
x ALL ENMRMM UTILITIES WITHINT THE ST= AI`GHT -iP*m1 WAM N7 (SAlYDM(7= WA7M DISTRIC'17 ON THE DRAWINGS THE CONTRACTOR SHALL COfO ECT EXISTDO
MANHOLE tF SAN DIEGO COUNTY %MAARY SL 1924.
17. SOILS EFFORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS STRUCTURE'S AND CONSTRUCT NEW FLOW - THROUGH CHANNELS
IN EACH
SHALL BE CONSTRUCTED, CONNECTED AD TESTED PRIOR TO 1. VIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT ENGINEER WHICH CERTIFIES THAT TRENCH
BACKFILL WAS COMPACTED AS MANN HOLE BASE TO ACCOMODATE TT£ PEW SEWER LOVES AS AHTUaED. A,p,21j; 11.00
fA]N$TJiCTIQN OF SEA►( (,Y,wiB CROSS GUTTER AND PAVING. TITUTE REPRESENTATION AS TO TFE ACCURACY OF, THE LOCATION DIRECTED BY THE SOILS ENGINEER
IN ACCORDANCE WITH ON SITE SMOOTH TRANSITIONS SHALL BE DETALLED FROM THE INVERTS OF RE 4 32-00
OF OR THE EXISTENCE OR NON- EXISTENCE OF: ANY UNDERGROUND EARTHWORK SPECIFICATIONS AND THE LCWD STANDARD SPEC. NEWLY INSTALLED PIPES
TO THE EXISTING MANHOLE STRUCTURES. --
6 THE EXISTENCE AND L>�ATION fF EXISTI NS UVERMM D UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROTECT. MANHOLES CONNECTION
`�!' S
fACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH SO. SENER ELEVAl2015 SHDNN AAE INVERT ELFVATIDFI ITZJ INISIDE 807-TOR
BE CORE DRILLED AM7 MANHOLE TOR M C THE T LI N K - S EAL OR SH05B 61086 HYNET7U6 AYE.
ION
CF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. P. ALL EXISTING FACILITIES NN7CH MAY AFFECT FINAL IIES?lfiL'?'�F. '= OF PIPE. SEINER
LENGTHS SOW ARE FROM (ENTER OF MANHOLE TO APPROVED BE BE CONNECTED EED D TO F F UIOIN CORE DRILLS DHOLE T SHALL $E LOCATED ENCINITAS, CA 92024
ON EC FITTINGS
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON LINE CROSSING, LIFE PARALLELING OR PROPOSED CONVECTION C04TER OF MMNRHLXE• BE RITHIN
ONE ROV ED EQUAL. O< THE RST FLELE XIBLE BASE JOINT HAMMERING T. NOT
$MA D
THESE PLANS. HOWEVER TFE CONTRACTOR IS REQUIRED TO TAKE SHALL BE FIELD VERIFIED ALL EXISTING QR FRdPOSED UTILITY
PRECAUTIONARY MEASURES TO PROTECT 77-E EXISTING F'': . 1ITN CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE 23. ALL R S
REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LID
SHHON'Y HEREON AHD ANY OTHER WHICH I.S HOT 07 FEMT W NOT SHOWN ON IMPKOVEMENT PLANS. ELECTRICAL AND SEWER TO 1IS7R3ICT &WZYEFR 24 #AIT26 PRIOR
to DDNSTRiACTZQN. MARK 6 ANNE PAU_SETV
SHOWN ON THESE PLANS. CROSS UDER MATER MAINS ULESS C,IVFAI NRITTFhI RFJI`W OW11T.R'S C�RTTFICATE NINA KOVALEVA
BY SAN DMR11TO MAAIER DISTRICT. 20. CONTRACTOR IS RESPONSIBLE FO3 KEEPING IDHMPLETE RECORD OF IS AGREED THAT F IELD CONDITIONS
MAY EWIRE CHANGES r 1056 6 1056 HYAETTLS AMR.
TO BE
a LOt d E D ONE ANTS AVM AF NE SHALL BE CON I VEM CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE RLM6•
ENCINITAS. CA 92024
D O BY FIEL M EA MET aEMEY WW PRIOR 3. CONTRACTOR AHD OWNER ARE HESPoNSMLE To RELOCATE AND /OR ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO
LHC FOR REVIEW --
-TO CONSTRUCTION OF NEW WORM(. DNTRACTOP WILL MAKE _ -.-ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE WDRANT• AND APPROVAL PRIOR TO FINAL
ACCEPTANCE O` TiL PRQ,d:GT. VE WORK TO BE DOME
EXPLORATORY EXCAVATIONS AND LM ITE ,EXISTINNG LNDERGROI VALVES VALVE BOXES ETCJ WHICH IS AFFECTED BY THEIR � 13 FUMER AMEED 'MT 7W DWWR
10EVELOFE}I WILL RO A IMPROVEMENTS CONSIST d= THE fO�flNINIG 110RTfC TD 1,E DONE ACCOADSiVG 1T1 THESE
fACILITIE: SUFFICIENTLY AHEAD W MSTEICTION Tb PERMIT PROJECT. ALL AFFECTED WATER FACILITIES MUST POET CURRENT 21• LLNG7� OF D"EN INCH SHALL - BE
LIMITED TO 350 FEET, WGISTEAED CIVIL ENGINEER MAKE SUCH CHANGES ALTERATIONS OR #'
VISIOS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF !WATER AGENCIES' STANDARDS COMMMITTE (WASC) STANDARDS. IF INCLUDING COLLECTORS AND LATERALS
UNLESS OTHERWISE __ ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES PLANS THE' CURRENT SEEN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD
A%:PLfAL LOGTION OF LXISTDHG FACILITIES. FACILITIES DO NOT MEET STANDARDS THEN THEY SHALL BE APPROVED IN WRITING BY THE DISTRICT. ARE
NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF SPECIFICATIONS AND SPECIAL PROVISIONS FOR Z"OVDENT OF SUBDIVISION
TRENCH SHALL BE TJE Dom• STREETS AND STANDARDS REFEREN DRAH ZDW. y a
LPGIRALED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. BACKF OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK.
1_
? THE ST NOTIFY BAN DIEGO SAS S ELECTRIC I FURTHER AGREE TO COMMENCE WORK ON ANY V4 SHOWN ON E.D.W.D. me SAN
DIEGUITO WA TER TER DISTRICT
AND GUIT
COMPANY ANY L PRIOR I CO TO O STARTING Hr1 NEAR COMPANY FACILITg 1R
S A, lLIT LD TO MAINTAINf E S.gI 11 6fit7DT SEPAA7tTIORi NFt]V THE U SH7tLL PROTECT ALL SURVEY iMON]TATIOV. �
A SHALL COODIVAIE HLS NtIDW WORK l3K iLTlli �AAlY ►'ti1gALLE!•DAi MATER SERVICES. ANY NY SU RVEY RVEY AONlMENTS ARE DISTU BED OR DESTROYED,
THESE PLANS WITHIN EXISTING CITY RIGHT-OF -WAY WITHIN 60 DAYS 6DP. SAN DIEGO PRECAST
FEF ESENTATIVES. THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE- AFTER ISSUANCE OF THE CONSTRUCTION REMIT AND TO
PURSUE SUCH 817SSD. SAN DIEGO FEGIDNAL STAIN<24AD DRAWDNBS {
6. MINIMUM HORIZONTAL REPARATION DF 30fFfT H�ETILIIRSEiT ESTABLISH AND RECORD THE MQIT CJiNNH6E REA STATE LAW. #WOiK ACTIVELY ON
EVERY NORMAL, WORKING DAY UNTIL COMPLETED,
FDTIC� ALL ELtZ'TAIC AND Fad9 SERVE WITHIN IRRESPECTIVE AND ALL COL
WY ALL OTHER TRAVELED WAYS. WATER METERS MOST 8E IN INDEPENDENT OF ANY OTHER WORK A S IATEQ
WITH
5 H PAOu 'CT ARE %AUERGROUND y T � FIRE WZRANTS AND SARI DIEGO GAS AND ELECTRIC 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL
BE PRQYZ�Q 1 IS T OR UDER MY CONTROL
TALLATIONS". R1UR LOCATION lF -_ _ - - BE TWEEN THE SEWER PIPE AND ANY OCHER UTILITIES. _ -T
REFERENCE - THE OUANTITIES LISTED BELOW ARE PROVIDED REFERENCE ONLY PhD 00 NOT
iECrRrcaL CA BLE S AND cas PIPING AM -
F FLZEVE THE CONTRACTOR FROM CONPLET AN INDEPENDENT ANALYSIS OF TIE
IN�
�pp�' TETVANA�S CALL SD.G.6 E. B. ALL WATER SER VICES TO BE CONSIFUCIED CLEAR � t#RIVEMAYS . _ S4. 5EFAlidTTONT � SEHVEFtJINATE7� AN30
S EWER�(LAIAED RIaTEFi SHALL
T i
� � QUANTITIES AND COSTS ASSOCIATED WITH iFE �IPROVEi/EMTS REQUIRED FOR
TELEPHONE ! B00 422 -4133 (DIG ALEr+Tl � 1 � � THIS
FRONT LiF 3HNE PARCEL THEY ARE SERVING. COMPLY WITH LAD STD DWG S2 AND UM AND STATE PAO`ECT.
LWD IN T
WITH COMPA SHALL L NEAR
S OV QEPT fFXALATIQ 6. JWiC D ATE
- --- - - -
- � 7TDVG NOW LOl1TAAL'TlW SHALL FRDTIFY P`dZ`iFlt'; BELL t� Tn _ _ _ _ _ ---- - _ - -
__ - __ _
- - -- -- - - - - -TO EXISTING SEWER PIPE OR MA C STD. DWG.. ST69 YMBOL TY
o7 ; RK NY CO MP A NY FACILITIES P
EJ hD ITVATE LEU •� "WASMWA =DISTRIL•T 25. COMVECTIONS TO 4 SPEC SHALL ONLY BE car
#ITS , N�YRC NY AEARESENTATIVES. (I.WD) NOTES GONE HE DIRECT PRESENCE OF THE INSPECTOR. HNEW SEWER . A
_ l� �iTALL Be EENE7a K11N
PROJE '-$ 380 LF
1. LWD APPROVAL OF THESE PLANKS DOES POT /EIIEVE THE APPLICANT, SHALL WT BE CDV ECTED OR ALLOWED TO FLOW TO EXISTING SEWER
/pTIC� ALL 'iCT BO ARE 1J SERVICES 1 OERC4 V T1425 PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM HESPONSTBILITY FOR. VNVTIL AFTER FINAL ACCEPTANCE
D ENGINEER. ALL UPSTREAM WORK BY T'E LWD ANNE PAE.LSEN DATE CD' TRCT SEWER MAAHaZ LAO S - 3 � ! EA
DISTAL -;
CT OUD VOERGROUND THE CORRECTION OF ERRORS RIND OMISSIONS DISCO V(FREQ QLA4INlL� O4 � OR APPROVED BY DI fNSTALL SEWER CLEANOUT
UTIQA/S ". FOR Lrk ANION OF AFTER CONSTRUCTION. L� ;�� : Q !
CAL LES A _
ND R4?LRTFAIACES WNTACT !6. Att SERVICE LATERALS SMLL W LOCATED AT RIGHT NIGGLES TO TFE Ld ,�'�
#ACIFIC BELL. 2. ALL LERIUTV APATERMF4 AND COiGS'T UCTtt'�l NOW SHALL 1 TD TW 6ENEP MAIN UNLESS OTHERWISE SHORN AS APFFIOVEO BY 00 ON
- INSTALL 4' SEWER LATERAL deem AD"EPHHDAE:.1 BOO 422 1133 _ CIG ALERT) W E FLANS. AUNA KDVALEVA DA
TE LW 5-17 � - ! EA
LFUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO 77-E �-
EEQUIRE ENTS OF THE STANDARD SPECIFICATIONS FOR PULILZC WORKS SU9DIVI.70N BOUNDARY
"
THr` �IdTFTACTTJR SHALL NOTIFY SAN OIEl2/ITO WATER DISTRICT CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS 2T.A r? -INA7N HIGH S' S1i1Li 3NH51LAZHE
D ON TFE C FACE AT EAC7M STATFAI'E 0FEVGM= OFWORK =
PRIOR TO STARTING WORK PEAR COMPANY FACILITIES AHD SHALL P EDITIONS. IH PE EVENT OF CONFLICT THE 00 SEWER LATERAL LOCATMV BY TF.E CONTAACTLIR.
_ _ (,DT L}�
COORDINATE HIS NOW WITH �iMPA_NY FUITSENTATIYES. TW E@, 10 GAGE SHIELDED CANNER WIRE &HALL BE tICEWYMCD E'MINEER
AUTM THAT THE NOW PEAFOAFED BY Tf£ EXISTING CCI�VTOURS �.- �•..
BU ED OVER E404 LATERAL ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND i?�
iNOfiI ALL MATER SERVICES NATHAN THIS THE WIRE SHALL EXTEN UP TO A 2" COPPER TAG TIED AM SOLDERED TO
3. DSHA SAFETY ORDERS AND GSHA CONFINED S PACE ENTRY /EaJDEAEMS E PRACTICES OF THE ENGDEEER S TRADE OR PROFESSION. THE ENGINEER
PF0 CONTOURS
PROJECT BOUNDARY ARE 1POERGROUNO &14 1 BE F L nwFn AT ALL TIRES WIRJOUT I;XCCEPTIQN. THE WIRE. THE TAG OVER THE_ SEWER MAIN SHALL TERMINATE
6" ABOVE FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
TALLATIONS", FOR LOCATION OF PAVING SLBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG EXISTING EASEMENT
ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY
MATE MAINS AND LATERALS CONTACT END OF THE LATERAL SHALL EXTEND ABOVE GRADE
THE CONTRACTOR SHALL HAV A COP OF THE 6E1lETd ADIES 2. C S. OVER THE CUSTOMER T OF ENCINITAS. THE ENGINEER AGREES THAT
ANY PLANCHECK OR REVIEW EXISTING EDW OF PAVEI�EWf
• f SAN DIEGUITO WATER DISTRICT. - _ _TS ON TH + TILES PERFOMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS
A PU . LNJTIL CONNECTE Ah17 SHALL 1HEREAF11lR BE BURIED AT THE POINT OF LIG "
TELEPHONE, 1 800 422/133 d= ALERTI CUMEN!_- - E 0BSITE AT ALL CONVECTION. ENTITY FOR THE PLANS PREPARED BY THE ENGINEER
IS NOT A 1NTEF>LIINE _��
.,
1. �. 5 • TW _ CONNTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF GOE DETERMINATION BY THE CITY OF ENCINITAS OF
THE TECHNICAL
!0 1T SHALL 8E TW � tVSIBILIIY (T THE DEVELOPER TO _- YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL fg• ALL PM SHALL BE ii1{1�LED
AKD INSTALLED SO AS TD PROTECT PIPE SIAPFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE EXISTDG SEWER
CONTACT THE UTILITY AGENCIES, ADVISE THEM OF THE PROPOSED REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IM .ADIMS LINING. AND COATING.
THE PIPE SHAD! D 70 PROVIDE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS 014
TS AND BEAD: TW COST OF RELOCATIONS IF NEEDED. WORKMANSHIP ANJ/OR MATERIALS WITHIN THE ONE YEAR PERIOD CaOKTZNUDUS BEARING AND PREVENT LAEVEN SET
PIPE SHALL DESIGN OF DIoFROVEMENTS BASED THEREON. THE ENGINEER AGREES TO �� MI1TBa ell
BEN
• WITHOUT EXPENSE WHATSOEVER TCI LAC
19E PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN EMS OF PIPE IFY AND HOW HARMLESS THE CITY OF ENCINITAS AND ITS
EXISTING OVEriEAD ELECTRIC - --f -{ a 4 ",4
�l1. ALL TELEYI4217M SERVICES WTTM THIS PFK ECT ARE SHALL BE SCALED AT ALL T]TES N/f7M CLNRSTAACTIDV IS ACT DM OFFICERS AGENTS%
AAD EMPLOYEES FROM PROPERTY DAMAGE OR BODILY _
IffiDERGROL D D0STALLATID6 ". FOR LOCATION OF CiMPS AND 6. DUANdTITIES SMOWM fH RE W ARE FOR WW ESTMiE PUFFOSES MtY. jNJURY ARISING
SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR �� M' � - -._
ARPLRT&UANQES CONTACT: TELEPHONER J-800-422-41M NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCL ACY 3Q- PIPE .DINTS SHALL NOT BE DEFLECTED
(KESS SO DESIGNED AND SHALL OMISSIONS OF THE ENGINEER AM HIS /HER AGENTS OR EMPLOYEE'S
-GR COMPLETENESS OF RE CEWERH QUANTITIES. -- -THEN BE LIMITED TQ I ESS II M _O E-4 L -CIF JhE ANGLE RECOM14DIDED ACTING WITHIN THE COURSE
AND SCOPE OF SUCH AGENCY AND EAPLOYMM7
11 POKER SOLAHES AND RUNS SERVING STREET L194TS SHALL E BY ft, PIPE HK`!iR AM ARISING OUT OF THE NORK AEAFOHWED BY THE
ENGINEER. -
S DOWN ON THE 'AS -MILT" IMPROVEMENT DRAWINGS. ALL 7.:OnM TO CONHSiAUCTIONL THE CONTRACTOR 94ALL SUENYT 94P DRANDW 31. SEWER PIPE ZONE AM TRENCH
BACKFILL SHHAU BE PER THE UG SEIEA
,^ }� F+6,CES SHALL BE LOCATED WITHIN Ali• DEDICATED RIGHT fF- titi . SENTIlNG ALL XATFRIALS AND SLPPLJFS SATISFACTORY TO LNG.
STANDARDS. WATER JETT.TW SHALL NOT BE ALLOWED,
NAY OR WITHIN EA�ITS OEQICATEQ TO THE CITY OF .
!O iITAS. B. PR IOR TO BEGINNNDI u SEWER NOR K, THE LMO INSPECTOR 99444 BE VERTICAL ALL Y A1ERdLS EMU � �`JNSTFU1C71� CLEAR OF O14IVEWAYS.
�
DATE:
FURNISHED THREE SETS OF CUT SHEETS AND SHALL COWLY MM _ *�
1 � W PAVING SHALL BE DONE UNTIL EXISTING POWER R A-ES ARE LAD STANDARD SPEC SURVEY R � -- _ _ - ILL AM IN
iELOCA TED OUTSIDE THE AREAJ TO BE PAVED. _ _ - - __ 33. JOB MIXING OF CM7M I9 NOT ALLMD WIT TOUT 'EXCEPTION. CONCRETE ND.
4
r2. J OA 7T) BEGINNING SEWER WORK CONTRACTOR SHALL SECURE A TESTING BY LAD WILL BE AT CONTRACTOR EXPENSE. PASCD L7NGZNEERIHVG PC.
- Nt
- 14 If = AAMM SHHALL WTIr Y AW GM Ni APPROVAL (1F TW LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM 635 N. COAST
HIGHWAY 10! °+ #
VITY ENGINEER PRIOR TO MAKING CHANGES IN THE OF 4
NOTICE TO LAD PRIOR TO CONSTRUCTION. Xf • PHN!'ME BASES 5MLL BE P O CLIiTMXLY PLA= F7NT7 0,, AND COMPLETED
See
.•IE10• NL AT TIME OF PLACEMENT . GPK PRODUCTS, INC. OR APPROVED EQUAL, MANHOLE SOLANA BEACH CA 92W4
1 _
10. M W S'MLL Uc COPPlENC D UNTIL ALL PEAWI75 HAVE BEEN OBTAINED ADAPTORS SHALL BE SET IN 7T£ BASE FOR EACH PIPE CONNECTION. SETTING
FESSj
PE 1537
e OB OF MH RIMS SHALL NOT BE ALLOWED FO? 48 HOURS AFTER CONCRETE
p" 'iE••C Q pO ;-
!6 � , 26NH5 � BE ALtJNINCNM WITH ! PCDT NfIGHI DV1E1EiI'Tl' TYPE FROM THE JURISDICTIONAL CITY. CXJUNPTY, AND/OR OTHER APPROPRIATE OF
,T �l
TZW i A E OR EQUIVALENT. - AGENCIES. PLACEMENT. PRECAST MANHOLE BASED ARE FOR USE WITH 'B' UST
Q� �'I" �
SEklEl3S NOM DISTRACT ENG2AQM AP�OVAL. ti� v '�, Fy
CONTRACTOR SHALL REQUEST FROM THE ENGINEERING SERVICES DDT. 91. CONTRACTOR 944LL CONFORM TO LA" LODE SECTION 6706 61' ti �
Fn
PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LN:.4ST 49 SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE . - . ADINTS BETWEEN PIi BASE;
&HAFTING LOONS SECTIONS AND RING, tii1L L c� 2 t N0. 69961 �
RS OF NOTICE Fa3 SUCH A NEFTLW. 1533 2770) DESIGN OF SHORING, BRACING, SLOPING. OR OTHER PROVISIONS TO BE HAVE A 2" BY 2' BUTYL RUBBER GASKET
PLACES WITHIN THE FU L 2
!!?! Exp. 12/31/00
MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING CIRCUMFERENCE. GASKET SM4L_L �E CP921Q @Y f'fHESS H uai GASKET .
tP ALL Wr AND FILL 9 -0 OVER PfEE t5) FEET CFFATED BY GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. c4 AP�Q!/FD Fify"t
RE • � �
"OD6 FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED HIS PLAN MET BE PREPARED FOR ALL TRENOLES FIVE FEET OR MORE
+WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTLAE. IN ALL MAhFHLM.ES SHALL BE VACWM TESTED 1) BEFORE BAdfFILL, P� AFTER
DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STAALAROS 26.
p�EDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE B, BACKFILL.. AND 3) SLBSFrwEN TO ANY SUSPECTED
MOVElENT DA DAMAGE
NOWT THE M XRM INATF.3 AAD THQWTH IS ESTABLI.StED. CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY AFTER BACKFILL.
A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PFRMIT - _ _ r w
, 18 ALL LUMIN SHALL PROVIDE TRUE 900 CUTOFF, APLT Ell1M JOUST BE SUBMITTED TD THE LW INSPECTaq PRmR TO EXCAYATIDAL J7. ALL SEWERS AND LATERALS
SHALL j9E MAYNE BALLED, LOW PRESSURE AIR
ft) ESC
J_ C APE OF LIGHT ABOVE THE HORIZONTAL. TESTED, AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR
12.
" .. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND
10 CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE - -_-
!9 FRIVATE ADAD DRrVDNT$ 9-OWV HEREON ARE FOR IWORMATION TRENCHES. CONTRACTOR SHALL DEWATER AM MAINTAIN DEWATERING DONE AFTER CONSTRUCTION OF ALL
OTHER UTILITIES AND UTILITY LATERALS. � rTE
ONLY. CITY OFFICIAL 5 SIGNATURE HEREON DOES NOT CONSTITUTE CONTINUOUSLY UNTIL THE WORK IS COMPLETED ANC - LADING PLACEMENT �• ALL S€1W€RS AM LATERALS
5>iALL BE IN PLACE Aim LSfiAi1 MW FD�tdL
APPROVAL OR RESPONSIBILITY OF ANY KIND FOR
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