2008-989 I (Plans) G ENERA L N07ES ' CENTRAL NOTES
... LIWD Nums Z'ON1"INUBI)... LWD NOTES ..: A.P,N. : E54- 331 -17: c 20
1 A PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINIT 424 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD 94. APPROVAL OF THIS FLAN
BY LWD HOES NOT CONSTITUTE A 41. MAXIMUM DEPTH OF SEWER FOR 3795 PVC PIPE IS 15'. C9f)O E56 242Q4
ENGINEERING SERVICES DEPARTMENT FOR ANY WORK WITHIN THE 'SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), REPRESENTATION OF THE ACCLR4CY
OF THE LOCATION OF, OR JW REQUIRED FOR DEPTH OF COVER OVER 15'. STTEADDRESS r'x
S TREET RIGHT-OF-WA Y. THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO hOE STANDARD EXISTENCE OR NON-EXISTENCE OF ANY U NOERGR?OLW UTILITY.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE PIPE OR STIXCTL49E WITHIN TIE LIMITS OF TWS FROuECT, A?• FINAL APPROVAL
OF PLANS BY DISTRICT ENGINEER IS VALID FOR A 41997, 6% S 920 HYWTTLZ AVE. =
2 VNE SIRUCTIJRAL SECTION SF)dLL IF IN A= A - NL'F WITH CITY SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO PERIOD OF
TIME NOT TO EXCEED ONE YEAAR FROM APPROVAL DATE TQ £NCINITA$ CA 92024
OF ENCINITAS PL13LIC ROAD STANDARDS. REGIONAL STANDARD DRAWINGS (LATEST EDITION). d5. CONTRACTOR SHALL. NOTIFY UNDERGROUND SERVICE ALERT (800)
422 -4132 START OF CONSTRUCTION. _IF ONE YEAR TIME LIMIT IS EXPIRED
T?" VALUE TESTS SHALL BE REQUIRED PRIORI TO � AS REQUIRED BY STATE LAW. ALL UTI QV SHALL 6E PRIOR TO START OF CONSTRUCTION,
THE DEVELOPER SHALL RESU BMIT 0
� s - --
CONSTRUCTION. 6PlBLIC) ,25 ARE SAL ST ANDAR D S A ND A IN APPRO B A TH WITH CITY POTHOLED PAIR TO TRENCHING. THE APPROV A
THE DISTRICT ENGINEER FAR AN NS SHALL REVIEW ��OCH FAMILY - - - -- BLANTON TRUST �f6-10 - - - -LM 71AVA70 S
- - - -- - ------- ENCINITAS STANDARDS AND AS APPROVED BY THE CITY -_ - - -- - _ -- __ - -- -- -- -- 1ND APPROVAL. ANY
CHANGES REQUIRED TO THE PLANS SHALL BE - _ -- COMPLYING -
MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWO RICHARD TVERDOCH ANDY BLANTON JANETTE SOLOMON
CONSTITUTE OF THESE L
U TE APPROVAL OF AN CLN PLANS IO M O S UTS ID ET HE CONSTRUCTION. 1tlDT ENGINEER. 1. l VALUE TESTS SHALL 8E QUID PRIOR TO 1
REQUIRED PRIOR IS BIBLE FOR MPLYING WITH ALL LOCAL, STATE, - DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION.
698 HYMETTUS AVE. IR20 HYMETTUS AVE. B97 HYUETTUS AVE.
CONSTITU OF AN fSTR7lUCTIO U CONSTRUCTION. , 1�iIVA1Fa AND FERAL SAFETY REGULATIONS INCLINING, BUT NOT LIMITED TO, ENCINITAS
CA 92024 EW.WTAS CA 92024 EACINITAS CA 9024
PAO.ECT BLI!{�IUAF3Y.
TPENpi SAFETY AND CONFINED SPACE ENTRY. 43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN
WATER NOTES (SANDIBGUIM WATER DISTR M CN -THE DRAWINGS, THE CONTRACTOR SHALL CONNECT EXISTING MANHOLE WORK TO S DONE
1u
4 ALL UNyDERGROLNO UTILITIES WITHIN THE STREET RIGHT-OF -GAY 87. BOILS PERY775 SHALL RE S BMITTPD TO LND BY A M ALIFIETI SOILS STRUCTURES
AND CONSTRUCT NEW FLOW- TH9000H CHANNELS IN EACH
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO S. REVIEW OF THIS PLAN 9Y SAN DIEU LffM HATER DISTRICT DOES NOT ENGINEER WHICH CERTIFIES THAT
TRENCH BACKFILL WAS COMPACTED AS STANDARDS REFERENCE DRANZAGS.
MANHOLE BASE TO ACCOMODATE THE NEW SEWER LINES AS REQINiED. IIMPROVEMENTS CONSIST OF THE FML1� M M W TO EE DONE
ACCOAMM TUT THESE
CONSTRUCTION OF BERM, $ UzUTTER AND pAyl(yQ. CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION DIRECTED BY THE SOILS ENGINEER
IN ACCORDANCE WITH OJ SITE _ SMOOTH TRANSITIONS SHALL BE INSTALLED FR(X`I 7HE INVERTS a< THE PLANS THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC
WORKS STANDARD
-OF
, OR ThE EXISTENCE OR NON-EXISTENCE OF , ANY UNDERGAOIN U FARTN ICATla6 ARID TIE LCWO STANDARD SPEC. IE MOOT INSTALLED PIPES
T THE EXISTING FROM TH I NV ER lN� O SPE CIFICATIONS AND SPECIAL PROVISIONS FOR 9F SUBDIVISION
b off EXISTENCE AND LOCATION OF EXISTING INVDERGROUN MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION FITTINGS AD
UTILITY. PIPE DR STl3UCILHE IGITFlIN IkE G.IMITS TUTS /?RD.EL7. STREETS A
SHALL BE CONNECTED TO THE CORE GRILLE (HOLE ON LI TTON L OR SD C. � SAN DIED L17lNNTY
FACILITIES SHOWN R THESE PLANS WERE OBTAINED 8Y A SEARCH AB• SEWER ELEVATIONS SHO ARE INVERT ELEVATION (I.Ea R[NSZOIE U30TT�!
OF THE AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE._ 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL OESIGNL Z.E. OF PIPE. SEWER
LENGTHS SHQF(L`l ARE FROM CENTER! QF MARiimE TD APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED ED.WD. SAN DIEGUITO WATER DISTRICT
THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION CENTER OF MANHOLE WITHIN
ONE FOOT 1P 77E IU4Ni0LE BASE 440K /iIAMERING SHALL *40T JSDP. _ `SAN DIEGO PRECAST
IN - -
- -THESE PLANS TAKE --
. HOWEVER. THE CONTRACTOR IS REQUIRED TO TASHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY - - - - -- _ -
SD13.SD.
SAN DIEGO WGIOML4L. IFTAmaow O4ANINGS
PRECAUTIONARY MEASURES TO PROTECT THE EXISTING FACILITY GROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL_ BE �• ALL t7EVISI(1nIS TO DRAWINGS
SHALL BE APPROVED BY THE LWD BE ALLOWED.
SHOWN HEREON AND ANY OTHER NHIQH IS NOT OF RECORD OR NOT SHOWN ON IMPROVEMENT PLANS. ELECTRICAL BUD SEWER TO DISTRICT ENGINEER IN WRITING PRIOR
TO CONSTRUCTION.
SHOWAI ON FHESE PLANS. CROSS UNDER WATER MAINS INJL.ESS GIVEN WRITTEN PERMISSI(NV DWNER'S CEIZT'IFTCA'I • E LEGP.IVD:
.
BY SAN OIEGUUITO WATER DISTRICT. 'SO. CONTRACTOR IS lT& FOR KEEPING C4 NZ= AF= OF THE QUANTITIES LISTED BELOW ARE
PROVIDED FOR REFERENCE ONLY AND DO NOT
6 LOCATION AM ELEVATION OF 3MPFOVETEN'15 TO BE MET BY NOW IT IS A T GREED THAT FIELD C MIum MAY 1Eailm QMI4 ES TD RELIEVE
TIT CONTRACTOR FROM COMPLETING AN INDEPENDENT ANALYSIS OF THE
GOIANGES AND SHALL MAKE SU7i RECORD AVAILABLE TO THE PRIVATE _ TO 8E DONE SHALL BE CONFIRMED BY FIELD NEASLA MENT$�F3IOlR
, �dTRWYOR AM O ffiEA ANE ORSIBLE TO MLOCATF �J�q E NGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LWO FOR REVIEW _ _ _ ANTITIES 71NO COSTS
DISSOCIATED WITH THE IMPROVEMENTS CO Q FUR 10 CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE - ADJUST TO GRACE' ANY EXISTING WATER FACILITY (FIRE HYDRANT,
- AND APPROVAL PRIOR TO FINAL ACCEPTANCE .OF THE PROJECT. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A MA THIS
PROJECT.
O
E XPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND O+ETER7S, VALVES VALVE 80XBOXES, ETCJ WHICH IS AFFECTED BY THEIR _REGISTERED
CIVIL ENGINEER HAKE CHANGES. ALTERATIONS OR _- X° _•- ; �
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT -'- -PROJECT. ALL AFFECTED WATER FACILITIES ST MEET CURRENT 31= LENGTHS OF OPEN TRENCH 94XL
9E LIMITED TO 550 FEET, gzy>,F
- -- �(/CH - - --
REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAl� OF WATER AGENCIES' STANDARDS COMMITT€ (WASC) STANDARDS. IF INCLUDING COLLECTORS AND LATERALS,
UNLESS OTHERWISE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES C STD. OWG. STDS SYM60L L=1
ACTUAL LOCATION OF EXISTING FACILITIES. FACILITIES DO NOT MEET STANDARDS THEN THEY SHALL BE APPROVED IN WRITING BY THE DISTRICT. TRENCH
SHALL BE ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF LF
4PGHA®ED TO CUfJ3ENT STANDARDS AT TW OWIERS EXFEVSE. 8ACI(F OR PLATED AT 411E CMICL ISION OF EA l7i DAY CF NOW. THE IMPROVEMENTS.
INSTALL Cm SEWER MAIN ..®n,w■g� pUF *w
7 THOS CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS 6 ELECTRIC � j FiA37F4'R ASE TO CDFMFMENRg WORK M ANY IF�V� SHOWN ON
AND SHALL COOR �ASTRUCT
COMPANY PRIOR DI STARTING NATE HIS WORK NEAR COMPANY FACILITIES A. UTILITIES TQ MAINTAIN MINI- !gfl7Dl SEP�AIIIlaI k! 11l THE ANY SURVEY SHALL
PROTECT ALL SURVEY IrD ESTROYED, U. THESE PLANS WITHIN EXISTING CITY RIGHT- OF-WAY WITHIN 60 DAYS SEWER MAIA`1CYE LW 53 - Q -a? ZA
- DIORK WITH COMPANY PARALLELING SERVICES F N WATER . SURVEY MONUMENTS ARE DISTURBED OR DESTROYED,
-_ - _IEPfESENTATIVES. _- _ - _ z - - - __ FTER ISSUANCE OF THE CONSTRUCTION PERMIT AND TO FUNiSIE SU(7i
- -_ - HE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO R E- ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED r1
T R M1A1 RILE - - -LW S '( 3 EA
f5. INIMUM HORIZONTAL SEPARATION OF JO-FEET REQUIRED ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW.
RHINOS ALL ELECTRIC AND SAS SERVICES MITAIIN IRRESPECTIVE AND INDEPENDENT OF ANY OTHER MOR�C ASSOCIATED N71H4
-
THIS PROJECT ARE 1NVDERGRIXIND WEER FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC I S EWER OZ EANRDU L(wD SS
+� q
-- �/AIAL TS. -_It3. A MITdZhIWM 17F 22 ITtlL•HES VERTICAL t1EARAMCE SHALL I£ PRDV>'� PROkJECT OR IADER MY COHTFi(1
.. _-
INS TALLATIONS°. FOR LOCATION OF - __ - - •M. = -- -
bETW€FN TIE !EWER PIPE AND ANY OTHER S ALL SEWERS AND LATERALS SMALL BE WRYNE BALLED, LOW PAESSUW ASR
TVERDOCH EXISTING RIbYiT- OF' -MU1lY
UTILITIES.
ELECTRICAL CABLES AND GAS PIPING AND t INSTALL A° SEWER LATERAL LND S -17 S- 18 ,S -25 S - XEA
APPURTENANCE'S. CALL SD.G.& E. i` ALL WATER SL14V1L"ES TO BE CONSTM -CTED CLEAR O' DRIIREWAYrs 24. SEPARATION OF SEWER/WATER ABD SEWER/RE(XAIAED
MATER SHAH C w
?� A 600 ,��� OI6 ALM AND ALL OTHER TRAVELED WAYS. WATER MET ERS NE6ST BE IN COMPLY WITH LND STD DWG S2 AND WITH ALL COUNTY AND
STATE � O 41fiLrY TRENCH B�HL CITY OF tT1C1TRITAS r -- - °- - -
CONTRA PACIFIC B fFiOWT OF THE P ARCEL HEY ARE SERVING. AM RESURFACING STAND" DRAWING i -----------------
1 EALTH DEPT _REGLLAT1UMfS. - FAMILY --- -DATE
SHALL PACI ELL�lIOR TD - -- - _ -- - -- - - RIL'HM,4 _ -- - -- - - - - - -- - - - -
STARTING WORK NEAR COMPANY FACILITIES AND $HALL CDU>PODWTE � wAS 177STRIZ'T - 25. C"ECTIONS TO EXISTIMI; SEWER PIP€ OR ES SHCALL OT y BE
F 331820
HIS NW KITH C(WANY AEPIESENTAIIYES. ,PONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. N€W SEWER
! LWO ,4PPAOVAL t1F DRES LOT LD�IE
SHALL NOT BE C94WCTED O9 ALLOWED TO FLOW TO EXISTING SEWER
NO ALL TELEPHONE SERVICES WITHIN THIS PLANS ODES NOT !$LIENS TFTE APPLICAN
_TICS • S T EXISTING RIGHT-CF -WAY CENTERLINE
: 4NVTIL AFTER! FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY 77E LWD x
NSTALL A B I N S". ARE FOR LOCATICATION (7F I:OFRRECTI(N•1 OF EARURS AND OMISSIONS DISCOVFJaED DURING OR UGROLN� PRIVATE ENGINEER O WORK
OR CONTRACTOR FROM RESPI DURING F�f _. ;�pECTUR, DR AS APP�D BY =TRIGT BCZEER. � -
-
A BLE L A P 43LANTON TRUST 04 -16--03 DATE � EXISMG EDGE Or PAVEMENT
CABLES AND APPlA4TENANCES IXkVTACT TAUCTI(dN. ANDY BLANTON tt '
�. _ .
.,ALL SE RVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO '!kE - � _ - -J
PACIFIC BELL. WER MAIN UNLESS OTHERW� SHAM AS APPROVED BY LWD UN APN 254- 331 -17 EX25TING SEWER -
-6 - -5-
R. ALL tES16N, MATERIAL& AND CONSTRUCTION WORK 94ALL GOMFORM TO TJE
TELEPHONE' 1 WO 422L-41M �1IG ALERT LEUCADIA WASTEWATER DISTRICT LWO SEWER STANDARDS AND TO THE PLANS. `, EXISTING
MATERi Awl - -il-
REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
9 THE CONTRACTOP SHALL NOTIFY SAN DIES= WATER DISTRICT 27. A � IVZ`II tITGHI �5 ` SHALL 8E _INSCRIBED ON THE CURB FACE AT E_ A(�l -
_ Z � EXISTING NP GAS
CONSTRUCTION (GREENBOOIQ AND THE REGIONAL STANDARD DRAWINGS,
PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL 1WOST CURRENT EDITIONS, IN THE EVENT OFF C�IFLICT THE LWD SElEl3 LATERAL LOCATION BY
THE CONTRACTOR. L IS NAVAZO - T fXISTINC�
t COORDINATE HIS WQR( WITH COMPANY REPRESENTATIVES. STANDARDS GOVERN. APN 256- 242-24 ;
28.A 10 SASE SHIELDED COPPER WIRE SHALL BE VT M OVER EACH LATERAL
MUM ALL WATER SERVICES WITHIN TFfiS 3. DSAA SAFETY O�RD`ERS AND OSHA C SPACE ENTRY REQUIREMENTS IRE MIRE SMALL EXTEND U° TO A 2" COPPER
TAG TIED AND SOLDERED TO n
-;; PROJECT BOUNDARY ARE 1POERGROU D SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. THE WIRE. THE TAG OVER THE SEWER MAIN SHALL
TERMINATE 6" ABOVE o Z Q$
INSTALLATIONS". FOR LOCATION OF PAVING SEMADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG J OMON TE
WATER MAINS AND LATERALS CONTACT 4 • THME CONTRRAC70P SHALL HAVE A COPY OF THE SEWER NdTES 2. 6 3. OVER THE CUSTOMER END OF FHE LATERAL
SHALL EXTEND ABOVE GRADE APR 256- 242-24
AN DIEGUITQ WATER DISTRICT. OOCUN�ENTS ON TI£ JOBSITE AT ALL TIMES. tNVTIL CONNECTED AND SNALL TNEEAFFFA BE BURIED AT THE POINT
OF
ELEPHb?hIE 1 B OO 9 22 - 41 33�QIG A LS - - -
5- THE COORACTOR &HALL 9lVW TEE ALL WOlW FM A PERIOD OF ONE STATT�IVT MENG'IlVE7ER OF WORK r
90 TT SHALL 4E' THE IB
R-9.
LEG ILZTY OF THE DEVELOPER Tb YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS
TO PROTECT PIPE,
CONTACT THE UTILITY Y A AGUE ENCIES ADVISE TEEM OF THE FROP05ED REPAIR OR REPLACE ANY WORK WORK T14AT AIRY PROVE � XTNTS; LINING, AND COATING.
THE PIPE SHALL BE �D TO PROVIDE HE
FELTIVE IN T treEwnrED ETI vem xam Tmr 7w xcw F07.04£7 BY 715E
DfRO DEANTS AAD BEAR RE COST OF 1ELmA US IF AEEIED. - - AVWMANUSHIP ANPIDR MATERIALS WITHIN U& && WAR Rl� - CONTP& ULS BEARING AND PREVENT
LrEVEN SETTLEMENT. PIPE 94AI-L AENGINEER SHALL COMPLY WITH ThE GENERALLY ACCEPTED STANDARDS AND
- IRIThOUT EUEUSE MIAISO =VFR TO LM7 BE PROTECTED AGAINST FLOTATION AT ALL TIMES. _OPEN ENDS OF PIPE PRACTICES OF THE ENGINEEERS
TRADE OR PROFESSION. THE ENGINEER
11 ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PF10C�RE_,SS , EUARTHER
AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN a '`
�tWERGROUC INSTALLATIONS'. FOR LOCATION OF CABLES AND 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. UNLESS S -- O DESIGNED
AND SHALL ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY
APPURTENA CON - -_
AC T.• fi ELE T ELEP H ONE. ITHER
SH 30-P= JOINTS SHALL NOT BE DEFLECTED
I- 800122 -� I133 -- � COMPLE OF THE SEWER QUANTITIES. E PRIVATE ENGINEER NOT LWD GUARANTEE TLi� ACCURACY _- - -- _ -JOE ENCINITAS.
THE ENGINEER AGREES THAT ANY PLANCHEGIC OR REVIEW
OF - - --
- -THEN BE LIMITED TO LESS THAN ONE -HALF . , THE JINGLE RECOMMENDED MENDED - fERFOMED BY THE CITY OF ENCINITAS IN ITS
CAPACITY AS A R'J18LIO:
- -
- - - - - -- �Y - - + .:
POWER SDI1P 'ES AND JTLINS SERVI/YG STREET LIGHTS SHALL BE TT g ' THE PIPE AFGR. _� ENTITY FOR
THE PLANS PREPARED BY THE ENGZWER IS NOT A
SHOWN ON THE 'AS-EIJILT ° IMPROVEMENT DRAWINGS. A LL 7. l Ti3 Z$NSTFTUCTI(M/ IRIS CONTRACTOR SHALL
_SUBMIT ,SHOP DRAWINGS DETERMINATION BY THE CITY OF ENCINITAS O F THE TECHNICAL .. •
�1 r R
SOURCES SHALL BE LOCATED WITHIN THE DEDICATED !RIGHT` -OF- REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. 31 . SEWER PIPE 21714E AND
DETERMINATION SAC TILL 94ALL BE PER THE LWD SEWER SLFFFICIENCY OR ADEQUACY OF THE PLANS OR OIESZC� AND IT THEREFORE
WAY OR WITHIN EASEMENTS DEDICATED TO IHE CITY OF STANDARDS. WATER .ETTIMG SMALL NOT BE ALLOWED. _DOES NOT RELIEVE THE ENGINEER
OF IRESPONSIBLIITY FOR THE PLANS U213
�ENCINITAS. V. PRIOR T'0 BEi2M MIS SEWER RTW,, THE LWQ 3WALL BE O DESIGN F IMPROVEMENTS BASED _THEREON. THE ENGINEER AGREES
TO 7.as
FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH �• LATERALS 94AU USE CONSTRUCTED CLEAR OF QRIYEI/AYS• ,INDEMNIFY AND HOLD HARMLESS
THE CITY O F ENCINITAS AND ITS
0
'93 0 PAVING 9'l*LL 9E DOW tWr]L 'EXISTING PMR t�tS ARE LWD STANDARD SPEC SURVEY RETXRIREMENTS. 'OFFICERS, AGENTS AND EMPLOYEES
FROM PRORTY DAMAGE OR BODILY
haac !TED OUTSIDE THE AREAS TO BE PAVED. 33, tM MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXGEPTMN. l It INJURY ARISING SOLELY
FROM THE NEGLIGENT ACTS, ERROR OR
il PRIOR TO BEGINNING SEWER WOW. CONTRACTOR SHALL SECURE A TESTING BY LJO MILL BE AT CONTRACTOR EXX! E46E. OMISSIONS OF THE ENGINEER
AND HIS /HER AGENTS OR EMPLOYEES _.
14 THE CONTRACTOR SHALL NOTIFY AND OBTAIN APPROVAL OF THE LWO PERMIT FOR CONSTRUCTION N AND SHALL PROVIDE A MINIMUM ACTING WITHIN
THE COURSE RSE AND SCOPE OF SUCH AGENCY AND EMPLOYFENT
CITY ENGINEER PRIOR TD MAKING CHANGES IAN ThE OF 48 HMRS NOTICE TO LW MICR TO CONSTRUCTION. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED
FINISHER AND COMPLETED
AND RAISING OUT OF THE WORK FEAFlYi�ED BY THE ENGINEER. F
F El Q AT TIME OF PLACEMENT. GPK PRODUCTS INC. OR APPROVED EQUAL, MAN TOLE
RK
10. NO NOW SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING
15 ALL SIGNS TO BE ALUMINUM WITH 3 FOOT HUtM INTENSITY TYPE FROM THE JlAUXXTIDNAL CITY. MitiTY- AAWDR DaER APPAOPRIATl OF MH RINGS SHALL NOT
BE ALLOWED FOR 48 HOURS AFTER CONCRETE n
REFLECTIVE FACE OR EQUIVALENT. AGENCIES. PLACEMENT. PRECAST MANHOLE BASED ARE ACCEPTABLE FOR USE WITH Be
ler ; �.�
' _ SEWERS WITH DISTRICT ENGINEER APPROVAL. - T u fAJ� 'L711)S --
I6 t" MAGTDR SHALL MG FROM THE ENGINEERING SERVICES DEPT. 1_1. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY W ILLIAM
G. MACK DATE'
A PRECONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 'SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE .�5. JOINTS 8E'ITJEENI RJR
BASF SHAFTING COTETiDlJS
XNR tRINIG SHIALL ft • 7 '� 0
oC.1'AmNYC A us ST. x i
m _
/~OURS OF NOTICE FOR SUCH A MEETING. ( 633 - 2770) DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE HAVE A 2" BY 2• BUTYL
RUBBER GASKET PLACES WITHIN THE FUEL
MADE FOR A4UTECT70HV OF WORKERS TAE HAZARI? CF CAVING C- TACLNFERENC,E._ GASKET SMALL BE CPS-PIO BY FRESS SEAL GASKET L � PASCO
17 ALL CUT AN - FILL �§UPES OVER THREE 13) FEET CREATED BY DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. OR APPROVED E -
- - - S ENGINE GHWAY 10i QPOFESSjO - SITE ,
CRAOING FOR STREETS AND DRIVEWAYS SHALL BE HYDROSEEDED THIS PLAN MET BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE SOLANA SEAGH
CA. 02074 �O PM 6HHE6 �! U�
WITH CITY OF ENCINITAS APPROVED HYDROSEED MIXTMIXTURE. N DEPTH. IF THE PLAN VARIES FROM THE SH(aRING SYSTEM STANDARDS MALL Y SHALL BE VACO�iNa
TESTED 1) BEFORE BAGKEILL R) AFTER
, <v F Z ..
FHYDROSEEDED SLOPES SHALL BE IRRIGATED BY WATER TRUCK ESTABLISHED BY THE CONSTRUCTION SAFETY ORDER TITLE f $AC KFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED
MOVEMENT OR DAMAGE PE !697
INVTIL THE MIXTURE GERMINATES AND GROWTH IS ESTABLISHED. CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY AFTER BA��•
ND. 73620 ' €4
A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT ¢ E " ' -- LJTU m SEW.
116 ALL LU SHALL OVID€ T O 9Ca CLIIDFF MET , A ALLOW 6T O3E Sl19MITTED i0 PE CIVD INSPECTOR PRIOR TO EXCAVATION. a7. TESTED, AND
TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR
AIO ESCAPE E O D PR ifHUI F LIGHT ABOVE
H O R IZONTAL. . 12 . OF 3M5
. ALL SEWER FAC7Lrr7E5 SHALL TALLE'D !M DRY EXCAVATIONS AM TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL
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