HomeMy WebLinkAboutDWG 315-1B; PD 386; RECLAIMED WATER MAIN FROM D2 TWIN RESERVIORS;-,-
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PLANS F·6R THE. tMPROV.EMENTS-: .. OF=~ 1scHEDULE: nl
12 INCH. RECLAIMED. ATER MA·IN 1.
2.
3.
~ n-lE IMPROVEt.,lENTS !;ONSIST • .OF _ TI-IE FOLLOWING WORK TO BE DONE
--ACCORDING TO THESE PLANS-A'IW SfiE:CIFICA"'tiONS ANO TI-IE· • FOLLO'MIIIG
-STANDARDS CURRENT AT tHE 'TIM"t-OF CONSTRUCTION,
THE <:;!TY Of' CARLSBAD STANDARD DESIGN CRITERIA FOR THE
DESIGN OF PUBLIC WORKS IMPROVEMENTS.
Tt-lE CITY OF CARLSBAD GRADING ORDINANCE (CHAPTER 11.06}.
,.
~:.. 4.
~'5.
' '
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AS
-MODIFIED BY THE CITY OF CARLSBAD.
~
,C.ARLSBAD MUNICIPAL WATER DISIBICT (FORMERLY KNOWN AS COSTA REAL
M.W._D.) STANDARD PLANS AND SPECIFICATIONS FOR CONSlRUCTION OF
WATER MAINS ANO STANDARD. DRAWINGS. FROM D;2 TWIN RESERVOIRS EASTERLY TO ALL CITY OF CARLSBAD SUPPLEMENTAL DRAWINGS AND APPLICABLE -.
ORDINANCES.
6.
. .
TI-lE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSlRUCTION
( GREEN BOOK)'. • ,,
EL CAMINO REAL AND FAILSAFE LINE LEGEND ANtt MA TERIAI: LIST
SYMBOL QUANTITY UNIT DESCRIPTION
KEY MAP LEGEND . .
EXIST. Hi" FAILSAFE
OUTFALL LINE
ST A TE OF CALIFORNIA WATER RESOURCES
CONTROL BOARD REQUIREMENTS GENERAL NOTES
6400
,8
L.F".
EACH
EACH
£ACH
EACH
EACH
EACH
L.F
CLASS 20<)P.V.C .. KAZ? 12" RECLAIMED WATER
AWWA C900 --'•"------' -......._:---i@---12" GATE VALVE. W13, W16, W22
SHEET NO.
.
PROPERTY BOUNDARY
EXIST. WATER LINE
EXIST. TANK RESERVOIR
EXIST, RECLAl~ED WATER LINE
12" RECLAIMED WATER MAIN
EXIST. 18"
WATER --..__ _ _;5---
• I :o
l
•
-".J,/--
07:)
V PROPOSED 12·
/\ . RECLAIIIED WATER,
~
1 PROJECT SITE~
. ()
\ ~l'.i:?-~P!:,1.n11~NsS7£r"TTI/..l,"P.--
I I
'-" l
I
I
__ J
PALOMAR AIRPORT ROAD
-.. __ _
, CT 85--,35
.---
.
KEY MAP
NOT TO SCALE
.
• '
VICINITY MAP
NOT TO SCALE
-.. •1
NO I ES (EXf$1lNGHGH .. LJNE)~ •-
-' . .-:,, ,• ' -~ , .. , ',, .•.' '• : ' "' ,·' ,·. :· ·-·;;;, • ' -. . -
I . EXISTING _ .12 • 'TEMPORARY HIGH'-LINE_ $HALL REMAIN 11'1 . SERVICE •
~iNG CONSlRl,ICA~ OF NEW WATER LINES~ • . ..
2. "AFTER FERMAl'lENT .12• REO.AIMED WATER-MAI~ JS 1NSTAUS)_ _ .
AND COMPl£TELY OPERATIONAL, WITHIN 24 HOURS THEi'S:,,i,,:)•,,--/ ,
CCJlfTRACTOR WILL CO'fTACT IXlll HlJ8BAR() CONTRACTING CO.
( JACK RIJGAR., P!i. 619-753-I 137 ) ANO M,4KE: ARRAINGEMENTS
FOR HU88ARD 10 REMOVE THE EXISTING 12 HIGH-LINE.
HUBBARD WILL REMOVE SAID HIGH"LINE WITHIN 11/IO WEEKS
AFTER NOTIFICATION. AFTERWHICH CONTRACTOR WILL
COMMENCE WITH ANAL Cl£AN uP Of WORK AREA .
ABBREVIATION&
8.0.
B.V.
A.V.A.
CL
CLR.
D.I.P.
E.C:
E.O.P.
FL
G.V.
M.A.R.
STL.
T.8.
F
EXIST.
F.G.
PAV.
BLOW-OFF
BUTTERFLY VALVE
COMBINATION AIR VALVE
(AIR RELEASE &; AIR VACUUM)
CLASS
CLEAR
DUCTILE IRON PIPE
END Of' CURVE
EDGE OF PAVEMENT
FLANGE
GATE VALVE
MANUAL AIR RELEASE
STEEL
THRUST BLOCK
FUEL
EXISTING
FINISH GRADE
PAVEMENT
DECLARATION OF RESPONSIBLE CHARGE
" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT.
TI-IA T I HA VE EXERCISED RESPONSIBLE CHARGE OVER TI-lE DESIGN Of" THE
PROJECT AS DEFINED IN SECTION 6703 OF TI-lE BUSINESS AND
PRQF'ESSIONS CODE, ANO THAT Tl-IE DESIGN IS CONSISTENT WITH CURRENT'
STANDARDS.
I UNDERSTAND THAT TI-IE CHECK OF PROJECT DRAWINGS AND
SPECIFICATIONS BY Il-lE CITY OF CARLSBAD IS CONFINED TO A REVIEW
ONLY AND DOES. NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
I
DUDEK & ASSOCIATES, INC.
605 THIRD STREET
ENCINITAS, CA 92024
/4_ ,_ _ i \ s:;10_ '~-. I .-·-~: ,·J,._1---------------------->1 , ' _,, -••. ·.1: CITY OF C~LSBAD FIRE DEPARlMENT •
:·'Dficr DANIEL L: JG
R.C.E. NO. 27064
t ·-1/.)o .. rj, \\s REQUIREMtnTS:
DATE: ll·2'Z41 IVV
I i}-~ ) -;; •le//.,-., t.l/4 N/A, ) . NO. Of F.H. __"f_jJ:i F.FLOW G.P.M. OUT OF F.H.(S _
Bt,OS. SPRINKLED YES-NO __ F.fl._OW _ ___ G.P.M.
EXPIRES 3/31/93 ~~tfR~ If /1 L /9 / ..
DATE
THE STATE OF _CALIFORNIA, THROUGH THE OFFICE OF WATER RECYCUNG, STATE WATER
RESOURCES CONTROL BOARD. IS PROVIDING FINANCING FOR A PORTION OF THE PROJECT
COST. AND THE CONTRACTOR SHALL MEET THE FOLLOWING REQUIREMENTS:
1. COMPLIANCE WITH LAWS, REGULATIONS, ETC;
THE CONTRACTOR SHALL AT ALL TIMES COMPLY WITH. AND_ REQUIRE ITS
SUBCONTRACTORS TO COMPLY ·WITH, ALL APPLICABLE FEDERAL. STATE. AND .LOCAL LAWS.
RULES, REGULATIONS, AND ORDINANCES
.2. SMALL AND MINORITY-OWNED AND WOMEN-OWNED BUSINESS PARTICIPATION
TO THE EXTENT PERMITTED BY LAW. POSITIVE;_ EFFORTS SHALL BE MADE BY THE -·
CONTRACTOR TO UTILIZE SMALL BUSINESS AND M-INQRITY-OWNED ANO WOMEN-OWNED
BUSINESS SOURCES OF SUPPLIES, SERVICES, AND WORK FOR THE PROJECT ANY
SUBCONTRACTS LET BY THE CONTRACTOR FOR PRQJECT WORK SHALL REQUIRE SIMILAR
POSfTIVE EFFORTS BY THE SUBCONTRACTOR. POSITivE EFFORTS SHOULD BE SUCH AS TO
ALLOW SUCH SOURCES THE MAXIMUM FEASIBLE OPPORTUNITY TO COMPETE FOR ALL
PROJECT WORK. IN ADDITION TO POSITIVE EFFORTS. THE CONTRACTOR SHALL COMPLY
WITH. ANO REQUIRE ITS SUBCONTRACTORS TO COMPLY -WITH. APPLICABLE FEDERAL
STATE. AND LOCAL MINORITY-OWNED AN-D WOMEN-OWNED BUSINESS ENTERPRISE
REQUIREMENTS .
3. ARCHAEOLOGICAL OR HISTORICAL RESOURCES
'
1.
2.
3.
ALL WORK SHALL BE DONE ACCORDING TO THE APPROVED PLANS AND
SPECIFICATIONS, THE CURRENT STANDARD SPECIFICATIONS FOR.,
PUBLIC WORKS CONSTRUCTION (GREEN BOOK), AND THE SAN DIEGO AREA
REGIONAL STANDARD DRAWINGS AS MODIFIED BY Tt-lE CITY Of
CARLSBAD.
TI-!£ CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL
SAFETY DEVICES, INCLUDING SHORING. AND SHALL BE SOLELY
RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STA TE .ANO FEDERAL
SAFETY ANO_ HEALTH STANDARDS. LAWS AND REGULATIONS.
TI-IE CONTRACTOR SHAL.l CONFORM TO LABOR CODE SECTION 6705 BY
SUBMITTING A DETAILED PLAN TO THE CITY ENGINEER AND/OR
CONCERNED AGENCY SHOWING TI-lE DESIGN OF SHORING. BRACING.
SLOPING, OR OTHER PROVISIONS TO 8£ MADE FOR WORKER
PROTECTION FROM THE HAZARD OF CAVING GROUND DURING TI-IE
EXCAVATION Of' SUCH TRENCH OR TRENCHES OR DURING THE PIPE
INSTALLATION THEREIN_ TI-IIS PLAN MUST BE PREPARED FOR ALL
TRENCHES FIVE FEET {5") OR MORE IN OEPTI-l AND APPROVED BY THE
CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION.
IF THE PLAN. VARIES FROM THE SHORING SYSTEM STANDARDS
ESTABLISHED BY lllE CONSTRUCTION SAFEiY ORDERS, TI-IE PLAN
SHALL BE PREPARED BY A REGISTERED CIVIL OR STRUCTURAL
ENGINEER AT THE CON1RACTOR'S EXPENSE.
THE CONTRACTOR SHALL. WITHIN "PHO WORKING DAYS. NOTIFY THE STATE BOARO--PROJECT
MANAGER OF DISCOVERY OF ANY POTENTIAL ARCHEOLOGICAL OR HISTORICAL
RESOURCE. SHOULD A POTENTIAL_ ARCHEOLOGICAL .OR _ HISTORICAL RESOURCE BE . -~-
DISCOVERED DURING CONSTRUCTION OF T\-iE PROJECT. THE CONTRACTOR SHALL CEASE • , 4. THE EXISTENCE AND LOCATION OF UTILITY STRUCTIJRES AND
ALL WORK IN THE AREA OF THE FINO UNTIL A QUALIFIED AROlAEOLOGIST HAS EVALUATE!)
THE SITUATION AND MADE RECOMMENDATIONS REGARDING PRESERVATION OF THE
RESOURCE. AND THE STATE BOARD PROJECT.MANAGER HAS DETERMINED WHAT ACTIONS
SHOULD BE TAKEN TO. PROTECT AND PRESERVE THE RESOURCE. THE 'CONTRACTOR
AGREES TO IMPLEMENT APPROPRIATE ACTIONS AS DIRECTED BY THE STATE BOARD
PROJECT MANAGER.
4. PROJECT ACCESS
THE CONTRACTOR -SHALL ENSURE THAT THE STATE BOARD, OR ANY AUTHORIZED
REPRESENTATIVE THEREOF; WILL HAVE SUITABLE ACCESS TO THE PROJECT srrE AT AU.
REASONABLE TIMES DURING PROJECT CONSTRUCTION AND FOR THE USEFUL LIFE OF TI-IE
PROJECT AND SHALL INCLUDE PROVISIONS ENSURING SUCH ACCESS IN ALL
SUBCONTRACTS.
5. RECORDS AND ACCOUNnNG
THE CONTRACTOR SHALL MAINTAIN BOOKS. RECORDS. DOCUMENTS. AND OTHER
EVIDENCE SUFFICIENT TO DEPICT PROPERLY THE AMOUNT. RECEIPT. AND DISPOSITION
OF ALL PROJECT FUNDS. INCLUDING STATE BOARD LOAN FUNDS AND ANY MATCHING
FUNDS OF THE CARLSBAD MUNICIPAL WATER DISTRICT. AND THE TOTAL COST OF THE ,
PROJECT.DURING THE f".ERIOD OF DESIGN AND CONSTRUCTION. THE CONTRACTOR SHALL
ESTABLISH SEPARATE ACCOUNTS TO RECORD ALL FUNDS RECEIVED AND EXPENDED ON
THE PROJECT, INCLUDING ALL LOAN FUNDS RECEIVED UNDER THIS CONTRACT. SUCH
SEPARATE ACCOUNTS SHALL ALSO BE USED TO RECORD ALL INCOME_ RECEIVED THAT IS
ATTRIBUTABLE TO THE PROJECT DURING THE PERIOD OF DESIGN AND CONSTRUCTION,
SPECIFICALLY INCLUDING /\N.Y INCOME ATTRIBUTABLE TO LOAN FUNDS RECEIVED UNDER
THIS CONTRACT. FURTHERMORE. THE CONTRACTOR SHALL ESTABLISH SUCH ACCOUNTS
AND MAINTAIN SUCH RECORDS AS MAY BE NECESSARY FOR THE STATE TO FULF'ILL ANY
FEDERAL REPORTING REQUIREMENTS, INCLUDING ANY ANO ALL REPORTING
REQUIREMENTS UNDER FEDERAL TAX STATUTES OR REGULATIONS. ACCOUNTING
PROCEDURES SHALL BE IN ACCORDANCE WITH GENERALLY ACCEPTED ACCOUNTING
PRINCIPALS ANO PRACTICES. CONSISTENTI. Y APPLIED. AND SHAU. PROVIDE SUFFICIENT AND
EfFEC1WE ACCOUNT ABILITY AND CONTROL Of ALL PROJECT FUNDS. •
6. HONDISCRIMIHATION CLAUSE
DURING THE PERFORMANCE OF THIS CONTRACT. THE C.ONTRACTOR AND ITS
SUBCONTRACTORS SHAU.. NOT UNLAWFULLY DISCRIMINATE AGAINST ANY EMPLOYEE OR
APPLICANT FOR EMPLOYMENT 'BECAUSE OF RACE. RELIGION. COLOR. NATIONAL ORIGIN.
ANCE_STRY. l'HYSICAL HANDICAP, MEDICAL CONDITION. MARrTAl STATUS. AGE (OYER 40). OR
SEX. THE CONTRACTOR AND SUBCONTRACTORS SHALL INSURE THAT THE EVALUATION AND
fREATMENT OF THEIR EMPLOYEES AND AP"tlCANTS FOR EMPLOYMENT ARE FAE£ OF SUCH
DISCRIMINATION.
THE CONTRACTOR ANO SUBCONTRACTORS SHAl.L COMPLY WITH THE PROVISIONS OF
THE FAIR EMPLOYMENT AND HOUSING ACT (GOVERNMENT CODE. SECTION 12900 ET SEO.).
AND THE APPLICABLE REGULATIONS PROMULGATED THEREUNDER (CALIFORNIA
ADMINISTRATIVE CODE. TITLE_2 SECTION 7285.0 ET SEQ.) THE APPLICABLE REGULATIONS OF
THE FAIR EMPLOYMENT ANO HOUSING COMMISSION IMPU:MENTING GOVERNMENT CODE.
SECTION 12990, SET FORTH IN CHAPTER 5 OF DIVISION 4 OF TITLE 2 OF THE CALIFORNIA
ADMINISTRATIVE CODE ARE INCORPORATED INTO THIS CONTRACT BY REFERENCE ANO
MADE A PART HEREOF AS IF SET FORTH IN FULL.
THE CONTRACTOR AND ITS SUBCONTRACTORS SHALL GIVE WRITTEN NOTICE OF THEIR
OBLIGATIONS UNDER THI$ CLAUSE TO LABOR ORGANIZATIONS WITH WHICH THEY HAVE A
COLLECTIVE BARGAINING OR OTHER AGREEMENT
THE CONTRACTOR SHALL INCLUDE THE NONDISCRIMINATION AND COMPLIANCE
PROVISIONS OF THIS CLAUSE iN ALL SUBCONTRACTS TO PERFORM WORK UNDER THE
5.
FACILITIES SHO'M-1 ON THE CONSTRUCTION PLANS WERE OBTAINED BY
A SEARCH OF _THE AVAILABLE RECORDS. ATTENTION IS CALLED TO
THE POSSIBLE EXISTENCE OF OTHER UTILITY f"ACIUTIES OR
SlRUCTURES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT
SHOWN ON Tt-lE PLANS. TI--!E CON1RACTOR IS REQUIRED TO TAKE DUE
-, PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN· ON Tt-lE
PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTIJRES NOT
SHOWN.
THE CONTR,0:CTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
FACILITIES (ABOVE GROUND AND UNDERGROUND) WITHIN THE PROJECT
SITE sumCIENTL y AHEAD OF ll-lE CONSlRUCTION TO PERMIT Il-lE
REVISION OF THE CONSlRUCTION PLANS IF IT IS FOUND TI-lE ACTUAL
LOCATIONS ARE IN CONFLICT WITI-l THE PROPOSED WORK.
6. n-lE CONTRACTOR SHALL NOTIFY AFFECTED UTIILITY COMPANIES AT
LEAST 48-HOURS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND SHALL COORDINATE ll-lE WORK WITI-1 COMPANY
REPRESENTATIVE.
BUENA SANITATION DISTRICT . . . . . . . . 619-565-5657
SAN DIEGO GAS & ELECTRIC CO .......... 619-438-6200
PACIFIC TELEPHONE CO. . . _ .......... :_ 619-489-3441
CITY OF CARLSBAD . . . . . . . . . . . .. 619-438-7753
DANIELS CABLEVISION . . . . . . . . . . . . . . 619 438-5241
UNDERGROUND SERVICE ALERT .. . . . . . .. 800-422-4133
CARLSBAD MUNICIPAL WA1ER OIS1RICT . . . .. 619-438-3367
VALLECITOS WATER DISTRICT . . . . . . ...... 619:_ 744-0460
7. NO WORK SHAL.L BE COMMENCED UNTIL ALL PERMITS HAVE BEEN
OBTAINED FROM TI-lE. DISTRICT/CITY AND On-lER APPROPRIATE AGENCIES.
TI-lE CONlRACTOl'--l SHALL NOTIF"Y TI-lE CITY or CARLSBAD AT LEAST. FIVE
(5) WORKING DAYS PRIOR TO STARTING CDNSlRUCTION SO TI--!A T
INSPECTION MAY BE PROVIDED. (PHONE 438-3550)
8.
9.
WHERE TRENCHES ARE WITI-!IN DISTRICT EASEMENTS, A \SOILS REPbRT
PERFORMED BY A QUALIFlED SOILS ENGINEER IS REQUIRED.
COMPACTION REPORTS SHALL BE SUBMITTED TO TI-lE PUBLIC WORKS
INSPECTQR UPON COMPLETION OF THE WORK.
NO REVISIONS WILL BE MADE TO Tt-lE CONSTRUCTION PLANS WITI-lOUT
THE WRITTEN APPROVAL OF ll-!E DISTRICT ENGINEER NOTED WITI-llN THE
REVISION BLOCK ON THE APPROPRIATt SHEET OF THE PLANS.
10. ACCESS FOR FIRE AND OTHE:R EMERGENCY VEHICLES SHALL BE
MAINTAINED TO TI-IE PROJECT SITE AT ALL TIMES DURING TI-lE
CONSlRUCTION.
11. REVISIONS OF WESE PLANS MAY BE REQUIRED If Il-lE PROPOS(D
IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO Tt-lE EXPIRATION OF
THE IMPROVEMENT AGREEMENT.
12. DISTRICT/CITY APPROVAL OF PLANS DOES NOT RELIEVE TI-lE DEVELOPER
OR ENGINEER-OF-WORK. FROM RESPONSIBILITY FOR THE CORRECTION Of
ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON
REQUEST THE REQOIRED PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO TI-lE Cl~ ENGINEER FOR APPROVAL.
CONTRACT. BASIS OF BEARING \
6 2" M.A.R .. W6
4 2" A..V.A,, W7
18
.
4
I»
1240
TI-lRUST BLOCK, W15, W-I6 '
4" BLOW OFF ASSEMBLY. W11
RECLAIMED MKR. POST PER. WZ2.
A.C. PAVEMENT lRENCH RESURFACING
PER S. D R.S D G-24 AND CITY OF CARLSBAD GS--20
COASTAL ZONE BOUNDARY ,,, ,,,
EACH 12'' AWWA C900 DEFLECTION COUPLINGS
WATER NOTES
1. RECLAIMED WATER MAIN ANO APPURTENANCES SHALL BE CONSTRDCTE:D
IN ACCORDANCE WITI--1 THE CARLSBAD RECLAMATION RULES & REGULATIONS
FOR CONSTRUCTION OF RECLAIMED WATER MAINS, JUNE 1991.
2 THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE
DIVI.SION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND
SHALL ADHERE TO ALL PROVlSIONS OF THE ST.o/TT: CONSTRUC110N
SAFETY ORDERS.
3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING
C.M.W.D, LINES. A PERMIT SHALL BE OBTAINED FROM THE c.M'.w.o.
OFFICE ANO MUST BE SIGNED ANO APPROI/ED BY DISTRICT ENGINEER
AND DISTRICT SUPERINTENDENT. '
4 A PRECONsmuCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM
OF SEVEN (7) DAYS BEFORE CONSTRUCTION BEGINS. • •
5. +I IE GO►llRAGTOR 5I IALL PIO+IFY G.A.RLSBAB Ml:!►UGIPAL WAlER .
OIS+RlGT 48 HOURS PRIOR TO STARllPIG WORI( SO Tl IAT INSPECT!□~~ MAY
OE PROVIBEB' A~,o SI IALL ·cooROIPJA'FE 1115 WORI( wrR I DIS"fRICT
REPRESEP4TAlP,tt:6 l£LEPI IONE P19. 6~9 138 336?,.;~-
6. NO TREES OR STRUCTIJRES SHALL BE 'ALLOWED IN TI-IE RECLAIMED WATER
EAS£MENT, ALL EXISTING TREES ANO STRUCTURES SHALL BE REMOVED
PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REGUIRE
WRITTI"N PERMiSSl'ON FROM THE DISTRICT ENGINEER.
CALIFORNIA COORDINATE§·
N345.000 . E 1.682,600
LEGAL· DESCRIPTION,
PORTIONS OF SECTIONS 22 AND 23 IN TOWNSHIP 12 SOUTI-1,
RANGE 4 WEST, S.B.B.M. AND PORTIONS OF PARCEL 2
OF P.M. 1188 AND PARCEL 2 OF P.M. 7110
ASSESSORS PARCEL NO.
213-050-16 i
215-020-01. 12. 15
215-oab-04. os, 22, 24, 25
SCHEDULE JI
\
23
SHEET
r-------------/ "AS BUil T"
QUALITY ASSURANCE REVIEW
BY ~ ~Dfh~ERDER ,
RC.£. NO. 43884 EXP. 6-30-93
TITLE SENIOR ENGINEER
DATE a-'),r ,,, DUDEK" ASSOCIATES INC
RCE ___ EXP. _______ DATE
REVIEWED BY:
INSPECTOR DATE
WE EAST HALF OF"SOUTH LINE OF SEC. 22,
T12S, R4W. S.B.B.M., AS SHOWN ON R.O.S. 10774,
I.E. N86"58'17" W.
HIGH-Lll\E NOTE. nl\TIITK)NS MADE BY . CARL.S8!1D MUNIOA4!.... wtl.TER OISlRICT l-7_-,_7-_92--+-E-J_w_.-+',ADO,'-""C',SCH,-?'"'EDU.E~c-"'c~n=""-,!:,"!r•~•r~l\l""--"'IM"-IAFR,!!-"'""'=AN)~,.__---l-----l-----l--_:__--i-----1I SHE,ET I SHEETS
CMW.O. ENGINEERINr-l, DEPARTMENT). ~:;;;::;;;,_;;;:::;;;EN;G~IN:;E;;E;;R;;::IN;G;=OE::P:::::AR::::::::::TM::E::N:::T==:::'...:=1=0~
DUDEK&
ASSOCIATES, INC.
605 Titird Street• Encinitas, CA 92024
{619) 942-5147
OANIEL~UG
R.C.E. 2:C64
ll -ZZ-'11
DATE
EXP. DATE 3-31-93
t----ll--------f----------'--'---------+----l---f.----1f---l PLANS FOil 1t1E IMPROIIEMENTS Of':
,2• RECLAIMED WATER MAIN 1
BENCH MARK ~OM D2 TWIN RE:SlcRVOIRS EASTERLY TO
• EL CAJWNO fn!:AL AND FAILSAFE LINE:
Description_O;::.C;;.-_0;::.1"-'7..::9;....::;Dc,clS:;,C:_;c:.SE,_T;._.;.:IN.:.....;WE=S'--'T-E:c:Nc:,D"--'O"°F_.,,,SOU=.:.;THc:......~ l----+--+-----------------1---➔---l---+--~ :::===:::=::::::;:;:;;~:::::;=======:::======~ HEADWALL OF 24" R.C.P. APPRO',£0: ROBERT WCOAT"S
location --"'Os_:. 4e....,,M!.!.IILE...._.,.E,:,A,.ST-'--'O"'-F---"'IN,_,TE....,_,_Rs,,,E..,C,._TI"'O""N-'--'O"-F'--'-LAo...JC,.iOS~Tw;A,_ c:-~-------.1.t-'..l-,u......,.~t.t:!-..,2.µc..~!!1•~-~---·-P"-IE I Is,., L AND SAXONY ROAD t-----11------l----------------, --+~--+---1-----1-----1 D/S1 ENGINEER RE 1c.c.--,A· EXP. D"-11'. 9 3<. ·93
-Elevation
Record From COUNTY OF SAN DIEGO DEPT OF PUBLIC WORKS D'ollN BY: l-:::-c-=c-f-,,.,,=-c-+----,----c,-------------+--c---4---1---+----I REPORT SV0106-01 4/22/88 DATE INITIAL 1 •• -DATE INITIAL DATE INITIAL CHKD BY:
REVISION DESCRIPTION Rvwo BY, OlHER APPROVAL aTY APPROWJ. 13.870 FT. Datum M.S.L. ENGINEER Of' WORK
PROJECT NO. . I DRAWING NO.
FILE NO.
372D1TSA.OWG l)-/l,()Z' -
CARLSBAD l~UNICIPAL WATER DISTRICT
RECLAl~JIED ~!ATER & POTABLE WATER SYSTEM IMPROVEMENTS
CONSTRUCTION SCHEDULE I
RECLAIMED AND POTABLE WATER MAIN AND MAIN CONVERSIONS
PALOMAR AIRPORT ROAD
FROM TWIN D TANKS TO PALOMAR AIRPORT ROAD 1-5 FREEWAY CROSSING
CONSTRUCTION SCHEDULE ][
12'' RECLAIMED WATER TRANSMISSION MAIN
FRO~J1 D2 TWIN RESERVOIRS EASTERLY TO
EL CAMINO REAL AND FAILSAFE LINE
BOARD OF DIRECTORS CONSTRUCTION SCHEDULE m
D-2 PROJECT CLAUDE A. 'BUD' LEWIS
MARGARET STANTON
ANN J. KULCHIN
JULIE NYGAARD
R.AMONA FINNILA
RAYMOND R. PATCHETT
ROBERT J. GREANEY
ROBERT W. COATES
CERTIFIED AS-BUILT
/4/~: ~ ~;:"'>•1-3 .-: 7-;Jo -99
DISTRICT ENGINEER DATE
PRESIDENT
VICE PRESIDENT
DIRECTOR
DIRECTOR
DIRECTOR
EXECUTIVE MANAGER
GE~~ERAL MANAGER
DISTRICT ENGINEER
12 AND 16 INCH POTABLE WATER MAINS
INDEX
SCHEDULE I SHEET I THRU SHEET 22
SCHEDULE I[ SHEET 23 THRU SHEET 32
SCHEDULE llI SHEET 33 THRU SHEET 4 0
CARLSBAD MUNICIPAL WATER DISTRICT
5950 El Camino Real
Carlsbad, CA 92008 (619) 438-3367
LOMAR
✓-CONSTRUCTION
/ SCHEDULE I J -✓/ Gt-
--. -~ '-..-., . ~
~4-----CONSTRUCTION '•'-
SCHEDULE I-----,,,
TO
S.D.
'
TO
SAN MARCOS
TO "
ENCINITAS
PROJECT LOCATION MAP:
SHEET,_
TITLE SHEET
0
I
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I 1tob • ! I T i i·:t -~2400: ..... _ ................... -........ -----······...l.,. ....... ~ .. •· ..... ., ........ , .. ,.,. ".,. '·'·"'
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16'
'!>~---,.,,.~.l'!i?"~·~~
12" EXIST. Sl"L...
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I.~t:?§'2 F.J.W. ADD SHEET 28 _~fERl;l,l,i-1Cfi=;1:.;:;;AN""1""F.D==,_-------t---+--t--t-----1 w CARS8AO MUIOCRIL Wl(T[R DISlRICT
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l----+~----1---"MAC!E_liYS..M,W,O,_E_~µINt-.1-.RtNG DEPT J. -·-+----+--+------l ENGINEERING DEPARTMENT
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12• RIOLAIMID WATER MA.14
FROM D2 TWIN RESERVOIRS l!A8TERtY TO
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HEADWALL OF 24" R.C.P. t---t----i···-··--------------_-----t----t-_---t-·-·-+-----< ;:[=AP;P;;R::;O;VE;;o=, :;;ROBE;;;;:~1'lw.COI\TES !'-I
location 0.4 MILE EAST OF INTERSECTION OF LA G.Q;iJA... ~ ,. ~ ~ ftv' ,.,. K DATE Us/!J.
AND SAXONY __ ROAD -t---t-------------·"11-'-"--.~.i.,; ,, 1. -1..----J-----J-----J ~o=,sr=•=EN='-=NE=E=R==:,;:R=E~19~92§""=":====:::;-;::i:=x=P.::;P::A=d=E=s=-3Q~=-~9:"':3~
Record From COUNTY OF .~:AN DIEGO DEP'.. OF PUBLIC WORKS -··-+----===========---·----__ ':_':_"=."t.:~-:,~:+-.,-:,~-=--=-~~-=-~-:,-=-t-=--=--:,~--1 OWN BY: I PROJECT NO. 11 DRAWING NO. I REPORT SV0106~01 ____ 4/22/88 DATE INITIAL DATE INITIAL DATE INl11AL CHKD BY:
Elevotion 13.870 FT. Datwm M S.L. fENGINEER OF WORK REVISION DESCRIPTION O'fHER APPROVAL CITY APPROVAL ~.vwo. BY:
a,2-01 .W.D. 91-301
310
300
290
PROFILE: I 211 RECLAIM ED WATER Lll\Js,
SCALES: HORIZ I"• 40'
VERT. I" " 4'
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---
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NO, BEARING / DEL TA RADIUS LENGTH REMARKS
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-------
44+00 45+00
,,,,,._,,
DUDEK &
ASSOCIA'fES, INC.
605 Third Streel•Encinitas, CA 92024
(619) 942-514 7
11-zz,91
DATE
EXf-'. UATE 3-.1,-93
Ue~criplior1_
Location _
Record From
Elevation
....._ __
-..,._.....,__ ...._ ----------
46+00
-----------
47+00
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48+00 49+00 50+00
NOTE: ALL !EXISTING UTILITY LOCATl()NS ARE APPROXIMAte
ANO TO BE VERIFIEo·av THE CONTRACTOR
27
SCHEDULE n. SHEET
-310
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0 40
( IN FEET I
1 INCH • 40 FT.
"AS BUil T"
REVIEWED BY:
80
DATE
INSPECTOR DATE
MADE BY CM,W,J:LENGINEERING DE,_PT.=. ~-+-~t---~--+--S CAR.581() MUNICIFIII... ~TEA DISTRICT O All) &:HEOJLE lL SHl;EJ~UMBER. [ SH.EEJ. [j[J
ENGINEERING DEPARTMENT
-+-----+ ~----t--------t~--+-~-t----; ·-· •••• •-,··==============-==~
PLN-IS fOR lME IMPRO\E:M£NTS 01':
BENCH MARK ·--~---·-----·
OC-0179 Dlc;c SET IN WEST ENQ ___ Qf_~QUT_H
HEADWALL CF 24" R.C.P.
0 .. 4 M.11.£. ~ASL_Of lNTERS.£.CI!QN .Of LA COSTA __
AND SAXONY ROA.J
COUNTY OF SAN DIEGO DEPT OF f'UBLIC WORKS
r,----.~ ........ . K...~""""~''""
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RtPORl _SVU106--O1 ·---~·-··'.\/'.' .. 2/8.8
13.870 FT. Dotum" M.S.L.
DATE INITIAL
FNGINt.tY OF WORK REVISION DESCRIPTION
DATE INITIAL DATE INITIAL --~-----+
OTHER APPROVAL. CITY APPROVAc
12• RECLAIMED WATER MAIN
FROM D2 TWIN RESERVOIRS EASTEAL Y TO
·eL CAMINO REAL AND FAILSAFE LINE
PROJECT NO. I [ DRAWING N:J
372-01 C.M.W.CII. 91-301
\
310_
300_
290_
PROFILE: 1211 RECLAIMED WATER LINE
scACe:s: -HORTz:: I"• 40' ~-
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• WATER DATA TAIi.i
RADIUS LENGTH REMARKS
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oc · 01 79 G!~)C ~;~ .. T IN WEST Description_
2411 HEADWALL OF ll C f'
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(619) 942-5147 l .ocation U 4 MILE EAST OF INTEf,SFC: !ION
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ANll ~;AX0l'JY ROAD -,_ "
Record From COUNTY OF SAN DIEGO DEPT [)f
57+00
_310
_300
_290
58+00 59+00
NOTE: ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE
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. 7·17·92 F.J.W. AOO s:HED..l.E 11 SHEET NJME ~Ro~ffl~OO M80E_B'(._C,M.W.n FNr.iNi-1-RIN
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OF LA C0.5T.A
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_,_,.,,, .. ,. ' , ",.
REP0IH SV<J106-01 ~}22/88 DATE INITIAL. -----------F'---c~
UATE_, NITli\L_L1_A1~~ INITIAL
DESCRIPTION --···
.
-REVISION l::.le·Jation 1 j_R'/O __ 1-'_l_. Datum M.S.l.. ENGINEER OF WORK OTH(R APP/:;-QVAL CITY APPROVAL .•· ..
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NO SCALE
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40 0 40 -----------
( IN FEET)
1 INCH • 40 FT.
"AS BUil T"
RCE EXP. . . · . DATE _____ ., ___
28 REVIEWED BY,
..
-~~---~~--T . INSPECTOR DATE .
r· ... , ., .. 7 rs~gTs·I LSHFET , ~BAO MUNICIAOI. WATER DISTRICT
,__E> _J ENGINEERING DEPARTMENT ~----· ~--·~·· TO~• ,......., ... , .. ,~~--~---•~,., ... -... -~-,~
PLANS FOIi "IHE IMPRO\€Ml'.N TS Of:
12· RECLAIMED WATER MAIN
FROM 02 TWIN RESERVOIRS l!ASTl!RLY TO
EL CAMINO REAL AND FAILSAFE LINE . ,_.,,_
-. -··i APPROVED: WB:R/1~ ~ QATI; I /4_ /4 L-
DIST ENGINEER RE .19926 EXP: DATE 9 30-'.il.
I P-ROJECT ·-·-·1 r··DRAWING-No:""'] OWN BY: NO,
CHKD SY,
RVWD, BY:
'
372-01 C.M.W.O. 9 1 -301
,,..
320_
'
310_
300_
: 12 11 RECLAIMED WAT R LIN
SCALE HORIZ.: i",. 40'
VERT.: I"= 4'
59+00
;:;;, .v-, f"vhaf,i,
,. 7i,'-1/,l/,;11 •·
~ .. ~ ' ;~
'tl {~1:!.._._.::do_..,_v...:.·"'-·=----,~ ~ tfl
'1ST 6.e:?VNb
~ ,Pl.Pe-----
60+00 61+00
AEa Al-t:ill WATER DATA TABI E
NO. BEARING/ DELTA RADIUS LENGTH
IT I ,A/ M "Zo 'l'Z',, J,11' --2ft?.M'
~ # M ';!CJ' IZ" JV -lb<!J7'
,fl g-,.;Zt)'IZ" IV --,e;,4,a:,'
4 •04°'2'7'48,.. 14'</~_$' //~.'GB'
:i-1 .d 11t:?5"'40'4-4., /~O IE!,' l'N.l¾,'
i
62+00
-REMARKS
1%''4-zi:i:::, !:'V.C:.
p, 12'" CL. Z!?Offl'.'.
4J<.IZ"CL. ?OP/P.
~X IZ#t!L. ~~
l;?"CL..ffe.?~.
II.I ~ ~I ~
~! ~ -~
~ ~ ~ ~ >"
IJ
------
1----8/!!t;/N J/c/eTlt!AI...
COV.!",i" C'H-9/1/ae
N-91/\>7"/2'/AI c, 'coveR F,Q:1,Af ex1.sr. r:a. A-?v n'T g ~
/"'I~ n:> n;P Or PIPC
f /
-320 -
-31 o··
63+00 64+00 65+00 66+00 67+00
DUDEK &
ASSOCIATES, INC.
605 Third Street· Encinitas,. CA 92024
(619) 942-5147
NOTE: ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE
AND TO BE VERIFIED BY THE CONT~ACTOR
1/, -GRAPHIC SCALE
I• ,•.·1•••• ·:i,kii:;la}:,; ' ' '"' ,i:~1,::11,, " "''! , ,,_ l.1,' "
.jil¾li•l,,,.,,,"l:,ir,,,J·tf~'';i,,,;,,,, ·'. ,_' . .''.: .. .".,· .. , .. , / 0 C -40 0 40 eo
I IN FEET)
1 INCH" -40 FT.
1 uAS BUil T"
29 REVIEWED BY:
SCHEDULE Il SHEET INSPECTOR DATE
:~~~i7JE~~o~~f~~N,E~r~------.. -.. ~-·=-:-~-~-~-+--+--" _-_-__ -_-+--"+--" _-_-_--1-1 r-s_H_7_ET_]_ I CARL33AOEN-G/N MEEUNIC_ RING
1
Fr:IL.DE:~~-TMOIEN~
1
CT Sr:!iEOULE u._$t!EET NUMBER.(ADDITIOJS" -L
MAOE BY C.M .. W-P, ENGINl;ERING oe:erL Pv,H!t FOR fHE IMPRO\-£Ml:HT!I Of:
7·17-~ F.J.W.
12• AECLAM:D WATER MAIN
BENCH MARK FROM D2 TWIN RESERVOIRS EASTEFIL Y TO
EL CAMINO REAL AND FAILSAFE LINE!
Deccriptiori UC--01 /9 DISC ,;FT IN WE:ST ~ND OF SOUTH _______ .... _ . ~-------::-==:;======:-.:::======
HEADWAcL OF )4" R.CY. • ---------· _ --------·-----== [;R_· __ o.··_~ED: ROOE;~~,TES ___ f/.._.. ~
ANll SAXONY ROAD _____ ----------__ __, T. ENGINEl:R RE ~It_ EXP. DATE 9-~Q.7. l.ocatiori _ 0.4 MIi f. EAST Uc INI~RSEC_I[Q['I OF __ cA c;QST/\__ R .. -----J~-----::/4 .• • • .ll.~TE t/ll1t-
• _ JGJNG o--IJATE REPORl ?V0106-91 ___ 4}22/88 __ [l_!',_T_E __ INITIAL DATE INITIAL DATE l,'JITIAL
• ll\ Qitvl.°"' LI· 1..'2..11/ _ R<ccord From CCJUNTY Of SAN c:,·co DEPT OF PUl'JUC WORKS ••• --········· _ -~==~~ _ _. ~~'°'~•~-------1 ~-DB_ BYY: ·. --j I PR ... O=JE=C=T=N=o=.=:::;-;:==D=RA=W_=l:::'.N'.::G::'.'.:N~O_.J_
DANIELL. NG s REVISION DESCRIPTION WD. BY: '
----·-· ·------------.,,...---,,,-=~----~~==~====~==~===~======~~R=·=C.:E:.2:7:06:4:::====E:X:P:::::lJ:A:TE=3=···=J=·/-=9:3~~r=.l=ev=a~ti=on=,==L~l.8~;='0=F=f.===D=o=tu=rr=· ::·=·M=--=·L=·===··--·==-·=··==~=N=Gl:N':·E=R=O=F=W=O~:K:!::===============~O=T=HE:R::A:P::PR:0:V:AL~=C=ITY=Af='"P::R:OY:A::L~==========~7~-~2~-~0~1=~c~.M~.w~.D~-~9~1~-~3~0~1
310 ____ ---
300_
290
PROFILE: 12° RECLAIMED WATER LINE
SCALES: HORIZ: I''= 40'
VERT.: I" = 4'
66+00 67+00
-------
68+00 69+00
16" POTABLE WATER PIPELINE PER
.
--------------
e){/57: PAV.e:Me,V,-
~ ii, P/1"!=
--------------
70+00 71+00 72+00 73+00·
1 I \ I' I
',"' 'J,';,'" ,,,,,.,
.................... ,....,,..,,..,:..,' ;.._
·.\}ii:1:' ·\i'_i i\:.:_;x:\-· !· I, ,/,'' .. )"I,':,,
-~~ 1;1'.'•· • ,''' I '1
HORIZ ONTAL TIE TO CA. COORD SYSTEM ZONE Yr
STATION NAME COORDINATES NAD 27
NORTH EAST
TIE DATA TABLE
RADIUS LENG.TH STATION NAME NO. BEARING / DEIJA
MON. R1800 266+ )' E.C. 348.194.422 "1687 7«.839 (1) N52"56'40"W ~--16.50 12' P.V.C. 70+82.33
\!MON. R1800 272+00 P.O.T 347 24:3.1138 1888 083.B28 (2) N52•~•40"W ---16.50 12" P.V.C. 76+45.22
-
J
DUDEK &
flllt11'►, II WATl!R DATA TAIU! ASSOCIAT:ES, INC. BENCH MARK .
NO. BEARING/ DELTA RADIUS LENGTH REMARKS
I t1 C 15' .%' 36" /9/0. 18' Sfffi.!M' It" c, ,:\'.\? I' /1.t'.
-N 57•0.S' co• E -/Jft.1 t'6' If'" ct l'OO f? V. C.
605 Third Street·Encinitas, CA 92024
(619) 942--5147
Description_ oc ·0179 l)l~_;c :;;f I IN WEST END OF SOUTH
24" R(i>. . .. , .. , ·-·-· ....
HEADWALL CF ---------. .
Location 0.4 MILE EASL0t INTERSECTION OF LA COSTA_
ANLJ SAXONY ROAD
. D!~L~~
................... 1L-Ui1I ..
DATE
-····-· ..... ,.'
Record Frorn COUNTY CF SAN DIEGO DEF'T Or l"UBUC WORKS _,,_.
REPORI SV0106-01 4/22/88
R.C.E 27064 EXP. DATE 3-31-93 l-.lev□iiori 13.R/O FT. .. Datum .. M.S.L. -. . ---· .......... "" "" "'"'" ·-·" ··-······"'"""
----
-..'l
--
I
__J
I
I
_310
tl
~ ;.
~ . \),. ;ffl
~ -'300
~m ~"' ~ ~
_290
75+00 1s+oo 77+00
z7c,,-oo
NOTE: ALL EXl6TINO UTILITY LOCATIONS ARE APPROXIMATE
AND TO BE VERIFIED BY THE CONTRACTOR
COORDINATES NAO 27
NORTH EAST
346 784.>4 79 1681 757.807
347 233.693 1688 098.1196
40
RCE
GRAPHIC SCALE
0 >40 80
I IN FEET)
1 INCH • 40 FT.
"AS BUILT"
EXP,~ . ---DATE
30 RE.VIEWED SY:
' ..
. SCHEDULE II SHEET INSPECTOR DATE
7·17·92 F.J.W. ADD SHEET 36 SCHEDULE m POTABLE ' I S~ET I CARL.S81lD MUNICIFJll. WATER OSTTllCT l~1Q~:J WATER LIi'£ FOR REFERENCE ANO • -"~-·-····~----_ SCHEDUL.E ll SHEET NUMBER. (ADDITICl\fS ENGINEERING DEPARTMENT .
-····-·-·-·"·''"'" .,. ·-···---, .. ···-· '"". -., ua ...................... '-·-·--·-·· ··~·" m••~-••-~••-•·•
__ MAl)f:_ BY C:,r,,1,W.Q, ENGLNEERING DEPT.) .,.
PLANS FOR 1H£ IMPRO\OIENTS OF': •.
. ... .. ... .. . .... -· . .. ... --·--12• RECLAIMED WATER MAIN
. .. ·-FROM 02 TWIN RESERVOIRS EASTERl.'t TO
-------------~---EL CAMINO REAL AND FAILSAFE LINE
-. -···· .... , -.
APPROVED: ~~.~ . . ··-··. --1(6/_fJ:.__ R--~, .-.. _DA:!la . ' ·~ -·· DIST ENGINf.ER Ric .JW28 EXP . DATE 9•;lQ· .. ~1.. r Ji-----------------------------------------------(_ __ ,, .. , ... ~ .. I OWN BY: PROJECT NO.
I
DRAWING NO.
I
; -'"' ., .. , ". """ -., ··-t ' -:-· ' .-,,:c . ·t" ..............
DATE INITIAL I c A TE __ ;_f!.1:r1 "':L .. CATE_ .. 1 INITIAL CHKD BY· -· REVISION DESCRIPTION Rvwo. BY: FNGINEER OF WORK 1 OlH[R APPROVAL CITY APP~OVAL
C.M.W.D. 91-301
310 _ _310
-
/
,.-7?),' <!P/ e-K. I.? ••
"578cl h'ti:AIC/tl.t':"
er. ACIJe, WI'-. l/v .v·-y
e.:r. P,'/VEf1.._ ,,; ' /
I/. / -<!O t' l"I~ ---· -~ ' '. -
I'... ... < / ' ' ' -----•""-
300_ _300
. .J .. ;.. ~ -_j,, 1----,.------. ----.L-... .. '
~o.---. ' ------1-
' I
' 71:P~ <::i ··-·· --. ~ ~ :~ • IZ"l'vr'. '' ,_ ···--• ~ ., ' . . -~ l'o •·-··-.... ,_ --' ~ I,"' sri
6 ,0.0,oo • • ..
l'll'N I -' . " -I i ....J ... ,--·-:~Je, " ---,-····-------
y\
_290_
. ·;,.-, ...
t'v -I -~
-----~ _../ t
V e.r. .it,•
V
l'"C'P 4~W't!'I('-,v
PROFLLE:12" RECLAIMED
WATER LINE
$CAL.ES: HORIZ: 1• = 40'
VERT.: I"= 4 1
.. 76+00 I _77+00'
GRAPHIC SCALI!
9 4P ---------------------------.. --
lNFEET>
1 INCH • 40 FT.
I
I I
V
-, .
~-"O .. . ___ ,, __ , __ , __ , ____ ....... , ,,.
. -·--·--· -------··-·-
-..290 r-:1 ... 1·nno,p-ek
:?I" YC',,,. <G,:JVE.("
('._-a !30 " Ii I" G,q-5
I I
\ I '-'
\ .• , """""""" ! ',, .. ~ ............. ,., .... .,.
NOTE: ALL EX1STING 1./TIUTY LOCATIONS ARE APPAOXIMArE
AND TO BE VERIFIED BY THE CONTRACTOR
N o.
,,._.' ,'
:(' .;
....VOTE: ✓-0~ eX/Sr. /..WPA:'.::¥-'EN&',v.rS, ~~
RS. /IB60•/ A,</&:> t:Jl7"Y ClrC,4R£.!l.lf1At:>
PJ{,t:;. MO. /77•3. //A,Lec-'n?!;/f/4T.!?R
,,::V-STR/CT Pin$_ ,w::;, =7:IOZi!,-04-tb
ffl!CLAIM~D WATER DATA TABLI
BEARING/ DELTA RADIUS LENGTH REMARKS
N :,7•0~1 ;?"O • t! -~.7'9' 1z•a.z.:o~.
S50°08"38"E -65.CX)JC ,e•c,:_ roo P.Y.e.
-
i
.... I
I ;.
12" ENO CAP-+--I I
10' OF 12•
P.V.C. EXTENSION_ ....
STA. 77+25± R
:i "' ill
u ,i I
X I' c,.;
\ i --
2" M.A.R.
.~E-,.,Mf'
'--'
-I
' .,
;.,L
EXIST. 12' 0.1.P. 'FAILSAFE'
PIPELINE.
. '' \,,
/-rt -EXIST R_ ECLAIMEO WATER . .
~-
OONST. 2" )IA
PUMP STATION.
__ ........, 2d ESMT.
'ESMT.
CONST. 12" FLG.'O TEE. 12" G, V ..
FLG_. x M.J. (QTY. 2) ~TH EXTENSION
STEM PER owe, W22, 2· M.A.R. & ~
I( -__ -ti 2" M.A.R. I' V.C.P. SEWER.
T.B., 10' Otr 12" P.V.C. EXTENSION
NORTH£RL Y, ~TH 2" M.A.R .. END CAP,
AND T.B. PER Ov«;. W5, W6, W15, W16
DUDEK &
ASSOCIATES, INC.
605 Third· Street• Encinitas. CA 92024
(619) 942 ·5147
-----p------DANIELL U
R.C_E_ 27 4
__ LI -2,1..·'t I
DATI:
EXP. UAR 3-.)1 -93
::;;i J
j,:;!
!f ~ u
..J
"" I ,_
j
2e·
39'
I .
DETAIL
NOT TO SCALE
-~!
\;:
(l_ 't'
30'
GASESMT .
77+ C NN C:TION POINT 1E1
REMOVE lHRUST BLOCK AND
END CAP. JOIN EXIST.
12' P.V.C.
L._,___,CQNST. 65 L.F. CL. 200 P.V.C.
•· ·, i
' ' ,, ' .... /.,,. ,, )'· "; ,.
., , .. ', -~,, """'
' ' i
-,
' -I
, .. ' ' I , ,· " ". •· •
,: ..
-,,
. ·,1,:
I ' I
''•.+'·. '.1,
"! \
i
' '
i'
f
••\ ,,,,r, ... a,.L .. ,,•,. ~,,_,, '"''•'••" ,,,,,,.~,-•;
\
' i
i -
' ' ,,. ,_,,,,, ... ., ... _, .. .,,, ""'' .,.,.; ,,',,,
-1HRU$T BLOC!< BLOCK HEJ(;l,IT
BEARING AREA (FT.i) (F't.}
BLOCK WIOTH
(FT. )
REMARKS
TEE.ENO
90°BENO
0-4s'BEN0
22.1-3.3
31.2 -4.0
18.9 2.9
-4.3 _1,5
-4,3 1.5
11 11-4•BENO
11 1/4"8END
111/(BENO (USE 46 CU. Fi.• 1 .7 CO. YD. GAAVl'tY BLOCK)
NO-T£S:
-1. BEARING ARCA BA&O ON H'1MOSTATIC TEST
PflESSURE; Of" 22:S PSI, SOil 8EIIRING CAPAClTY
0F-150CI lflS/W __ AND SAFETY F'ACTOR-1.:5.
PLACE CONCl'!ETE AGAINST UNDtSTURaEO GROUND.
HORIZONTAL LOAOS ASSUMED UNLESS NOTED
011-iER'MS£.
2. SPECIAL DESIGN REQUIRED IF' SOIL BtAA!NG
CAPACITY IS i.£SS 11-iAN 1-500 LBS/SI',
J. THRUST FOACES CAl.CllLA TEO BASED ON INSlt>t
AREA Of' 12" P. V. C. CL 200 • -,.,, Z ,;, ,
4. T • PA ENOS & TEES
T•2PA SIN f/2 BENDS
BEAAING AAEA-sfi1g 'Th , s!§!'
• HEIGHT-~ ElEARl~9 AR~A
;'MO"l),j • 211HEIGHT
SCHEDULE TI SHEET 31
I SHgETI
8.8
7.9
6.8
2,9
2.9 IIERT. BEHO l.P
VERT. BEND DOWN
I
"AS BUil T"
RC£ _EXP. DATE
REVIEWED BY:
INSPECTOR DATE
CAALSOO M!HCIAQL WATER DISTRICT ~ 0 ENGINEERING DEPARTMENT
::\7:2-01
DATE tl8/'1l.. I
EXP. DAtr 9-}9.:.,!i!l_
11 DRAWING NO]
, '
I C)3
~
~(RT)
V(LT)
/.'.:'},_(RT) v
/.'.:'},_ (LI) v
M:ZZC4V?I
•
•
LEGEND
END CONSTRUCTION
ROAD CONSTRUCTION AHEAD
RIGHT LANE CLOSED AHEAD
LEFT LANE CLOSED AHEAD
CONSTRUCTION AREA
DELINEATOR
BARRICADE
DIRECTION OF TRAFFIC
SIGN
----RIGHT OF \JAY
l>>>>I
EXISTING A.C. BERM
EXISTING CURB & GUTTER
FLASHING ARROW
SIGNAGE NOTES
1. WHERE APPROACH SPEEDS ARE LOW, SIGNS MAY
BE PLACED AT JOO FOOT SPACING AND,IN URBAN
AREAS,ClOSER,
2. NOT LESS THAN ON[ PERSON SHALL BE ASSIGNED
TO FULL TIME MAINltNANCE Of TRAFFIC CONTROL
DEVICES ON ALL NIGHT LANE CLOSURES.
J, ALL WARNING SIGNS FOR NIGHT LANE CLOSURES
51,ALL BE ILLUMINAltD OR REFLECTORIZED AS
SPECIFIED IN THE SPECIFICATIONS,
4, ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL
BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES.
FLASHING BEACONS SHALL BE PLACED AT ALL
LOCATIONS INDICATED DURING NIGHT LANE
, CLOSURES.
, 5. A C13 "END CONSTRIJCTIQN" OR C14 ·mo ROAD
\\IJRK" SIGN, AS APPROP!llA TE. SHAJ Bf PLACED
AT lHE ENO or THE LANE CLOSURE NLESS THE
END OF THE 'M)Rt( AREA IS OOVl(JlilS ' OR ENOS
WITHIN A LARG£R PR~(;T LIMITS
6. All GONES USED F~ll,l-lT LANE CLOSURES SHALL
' BE IUUMINATED TRAfflC CONES OR FITTED WITH
13" REFLECTIVE SLEEVES.
7. FLASHING ARROW SIGNS Sl!ALL BE EITHER TYPE I
~ ,'IYPE II. SILENllYP:Uli POl'ULA TED AREAS.
Fl.ASHING ARROW SIGNS SHAU;. BE USED ON ALL
• STREETi,;THAT HAVE ~-ADT. .OF 5000 OR MOR[
OR AT lilt;.\ DIRECTION OF 11-jE CITY ENGINEER.
8. THE MAXIM0M SPACING eETWEEN CONES IN A TAPER
SHALL BE APPROXIMAP,:LY AS SHOI™ IN TABLE 1
9. ADDITIONAL A~ • ••. SHALL BE AND 50 roor"".li! .AA.·xx.""H .. ·, . G DN TANGENT.
REQUIRED WHEJII TRi'J'it!C' • .• \JES DEVELOP.
FLAGG£R STATillft$i:ff()R WORK AT NIGHT SHAU BE
ILLUMINATED AS NOTED IN SECTION 5-07 OF TH[
"MANUAL Of TRAFFIC CONTROLS".
10. PLACE CJO 'LANE CLOSED' SIGN ON FLAG TREE
AT 500' -1000' INTERVALS THROUGHOUT
EXTENDtO WORK AREAS. THEY ARE OPTIONAL IF
!HE WORK AREA IS v1SIBLE FROM THE FLAGG£R
STATION,
11. WHEN A PILOT CAR IS USED. PLACE C37
"TRAFFIC CONTROL-WA!T FOR PILOT CAR" SIGN.
12. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN
PLACE OVER A Vt£EKEND OR HOLIDAY SHALL BE
POST MOUNTED.
1J. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES
SH/ILL MEET THE PRO';lSIONS OF SECTION 12
OF THE MOST RECENT EDITION OF THE CAL TRANS
STANDARD SPECIFICATIONS.
POSTED SPEED 50 MPH
c,\
EXISTING
STRIPED MEDIAN"""----,
EXISTING
STRIPED MEDIAN ...._ ____
tP"
--~
-~-'= ,,
18
700·
-----------------------..... ---1<-=======-==========l=======::p::=f=====""' ..
EL
272+00 ¢=
CAMINO
j
273+00
REAL "' u, l,J "'
274+00
. • -----·. ~
-
~·;~--;>::::.:::::==·::::;=~c.:~:>~F~=====-=-~-~~~ t:====-====-:t:.=-=?~::;:=t;::::-==--=-=-=-=-=-=-==:t~.;..=-=-=
--"'I,.., ___ _. .,_~ PROPOSED 12" ~ 5
~ 8 RECLAIMED WATER I g+ ~
o -LINE + z
---.I "'
0~
i ·1 ~ I "' 150' N , / 12'0' WORK ZONE I ,so' i .:.-~--+:...---'"'-· --t-----------'-----,.--1
1
-. .. ..,..I ..... , ----'Z------.
~_z~c:_--1-;BUjf"~F;E;~i I
ZONE
PHASE 1 ------
TYPICAL SIGNING OF LANE CLOSURE
FOR WATERLINE CONSTRUCTION AREA
SCALE: 1"•40'
[/l --< ;,,-
N jj
+ "5
-..J
I C13
....______,:::=,._30· EXISITNG
V. W.D. EASEMENT
"' ---------------
----EL
272+00 ¢=
261+00 -,c .. -·, -· •-•r-• ··••••
. .,,~.,--·•,!a',:,'l=' '"--~-
100·
18
. ... ---__ .,.,,., ..
700· 700'
(RT)
eo
FLASHING
ARROW
• • • •
PROPOSED 12"
RECLAIMED WATER
LINE
1000·
TAPER
PHASE 2
TYPICAL SIGNING OF LANE
FOR WATERLINE CONSTRUC
N
" ~ + N 0
150'
BUFFER
ZONE
CLOSURE
TION AREA-
CAMINO
273+00
"' N -..J -..J N ..,
+ + -..J <D 0 0
I I ±20'
I
I 1'-----._,
REAL
• • --
150'
-
27~+00
II
I
[§]
I --.._...:::-,_ 30' EXISITNG I
I V.W.D. EASEMENT_
EXISTING
TRAFFIC ISLAND
NO EXISTING
PEDESTRIAN F-,ACILITIES
.
I' \ I I '
TRAFFIC CONTROL PLAN NOTES
1, WORK HOURS. TO BE RESTRICTED TO 8: 30 o,m. TO 3: 30 p.m. UNLESS APPRO~D
OTHERWISE.
2. PEDESTRIAN CONTRQS WILL BE PROVIDED AS SHOWN.
3. PEDESTRIANS SHALL BE PROTECTED FROM ENltRING THE EXCAVATION BY
PHYSICAL BARRIERS DESIGNED, INSTALLED, ANO MAINTAINED TO THE
SA llSF ACTION OF. THE CITY ENGINEER.
4. ltMPORARY 'NO PARKING" SIGNS WILL BE POSIT□ 24 HOURS PRIOR TO
COMMENCING WORK,
5. ACCESS WILL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS
ARE MADE.
5. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON-WORKING HOURS UNLESS
K~RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPROVED ONLY I\HEN
SPECIFIC/ILLY SHOI™ ON THE APPROVED TRAflC CONTROL PLAN. PLATES SHALL
HA VE U.EATS ANO COLD MIX AT THE EDGES.,
7. STRIPING WILL BE REPLACED BY !HE CONTRACTOR YIITHIN 24 HOURS, IF
REMOVED OR DAMAGED .
8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SH/ILL BE
COORDINATED \o\1TH THE CITY OF CI\RLSBAD 48 HOURS PRIOR TO COMMENCING
YIORK.
9. TRAFFIC SIGNAL LOO' DETECTORS WlLL BE REPLACED BY THE CONTRACTOR
1'!1THIN 24 HOURS. IF DAMAGED.
10. FLAGGERS SttALL BE EQUIPPED l'IITH A \o\1-IITE HARD HAT, AN ORANGE \f:ST,
ANO A C28 "STOP/SI.Ow" PADDLE ON A 5 FOOT STAFf.
11. /ILL TRAFflC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A ()AY. 7 DAYS
PER V.UK, BY THE CONTRACTOR.
12 /\LL TRAFFIC CONTROL SHI\U BE IN ACCORDANCE WITH THE CAL TRANS
MAAUAL Of TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE ZONES,
LATEST EDITION. •
13. TRAFFIC CONTROL PLAN SUBMITTAL$ ARE REQUIRED FOR EACH PHASE OF THE
YIORK IN THE DETAIL, FORMAT, ANO QUALITY ILLUSTRATED ON THIS SHEET.
14, WHEN NOT A RAISED MEDIAN. MEDIAN MUST BE PAVED VtlTH NO LESS THAN
3' OF ASPHALT CONCRE!l: OVER 6" Of U.ASS II AGGREGATE BASE.
15. ALL TRAFFIC CONTROL DEVICES SHALL BE REMO\/EO FROM VIEW -.HEN NOT
IN USE.
16, !HE CITY ENGINE£R OR HIS REPRESENTATI~ HAS THE AUTHORITY TO
INITIATE FIELD CHANG£$ TO INSURE PUBLIC SAFETY.
TABLE 1
APPROACH TAPER LENGTH NUMBER OF SPACING OF
SPEED CONES FOR CONES ALONG
(M.P.H) L ( 1) TAPER (1) TAPER
(FEET) ±
25 .
125 6 25
30 1ao 7 . 30
35 245 8 35
40 320 9 40
45 540 13 45
50 . 600 1J 50
50+ 1000 21 50
( 1) BASED ON 12 FOOT WIDE LANE:. !HIS COLUMN IS ALSO APPROPRIATE
FOR LANE WIDTHS LESS THAN 12 FEET,
TABLE 2
APPROACH L ( 2) SPEED (FEET)± (M.P,H.)
0-30 200
J0-·45 310
OVER 45 500 .
( ,l INCREASE BY 20'1 ON SUSTAINED DOWNGRADES
STEEPER !HAN 3% AND LONGER THAN 1 MILE,
TABLE 3
SPEED MINIMUM DISTANCE IN FEET
MILES BETWEEN • FROM LAST
PER HOUR SlGNS SIGN TO TAPER
0 -20 200 zoo
Ha• ~-~---25 -30 . 300 250
30 ~ 35 300 300
40 -45 500 400
50 -60 500 ~ 1600 500 -1000
• EXACT SPACING MAY VARY DUE TO PHYSICAL
RESTRAINTS
•
L3
•
SCHEDULE II
•
32
SHEET SCALE: 1"=40' 7-17-92 F.J.W. AOO SCHEDULE It SHEET NUMBER. ~ CITY OF CARLSBAD ~
onss,o
I~\. L. ,J,
!,:/ '$ <"> ..., "-' ,..
a:: o7 " * ,.. * 3/31/93
.
DUDEK&
ASSOCIATES, INC.
605 Third Street• Encinitas, CA 92024
(619) 942-5147
a f)(-w ~'""' !/lc-9/
DANIEL l. JU~' DATE
R.C.E, 2 64 EXP. DATIE 3-31-93
--
.
HENCH MA~K
Description OC-0179 DISC SET IN WEST END OF SOUTH
HEADWALL OF 24-R,C.P.
Location 0,4 MILE EAST OF INTERSECTION OF LA COSTA .
AND SAXONY ROAD
Record From COUNTY OF SAN DIEGO DEPT OF PUBLIC WORKS
REPORT SV0106-01 4/22/86 DATE INITIAL
M,$.L. ENGINEER Of \KlRK Ele\/a\ion 13.870 FT. Datum .
!ADDITIONS MADE BY C.M.W.D. ENQ['IEERII\K,
_DEPT). 0 ENGINEERING DEPARTMENT 0
', TRAFflC CON ll'<Ol PLANS FOR
. 12' RECLAIMED WATER MAIN
FROM 02 TWIN RESERVOIRS EASTERLY TO
EL CAMINO REAL AND FAILSAFE LINE
APPRO~ './,'-w,/ '1 (, /,/. _ "' -. < -l-t,-41., ~~ 1 <_-..:'' ..... ,, FOR CllY £NGINEE..-J" RtE 23889 EXP. 1i-i!!J-93 5ATE •
DWN BY: .,r_L
I PROJECT NO . I DRA'MNG NO. . DATE INl11AL
REVISION DESCRIPTION CHKD BY: PD-386 CJ'N APPROVAL RV\JD BY• 315-18 .
37201TC.DWG CMWD 91-}01