HomeMy WebLinkAboutDWG 446-7; 3689; VISTA/CARLSBAD INTERCEPTOR SEWER; 01-10VISTA / CARLSBAD
INTERCEPTOR SEWER RELINING/REHABILITATION PROJECT
REACHES VC1, VC2 AND VC3 CIP 7035
REFERENCE DRAWINGS / REPORTS
DRAWING/REF NO.
1981
1882
194-5
78-18
287-4
G1-14
13788
3M-2A/1771
H20071!1-001
302
DESCRIPTION MTE
CITY OF VISTA-OUTFALL SEWER PHASE U (VC-1-2) 08-1!15
CnY OF' VISTA-BUENA VISTA CREEK OUTF'ALL SEWER (VC-1) 09-83
cnv OF' CARLSBAD-SEWER RELOCATION/EXPANSION (VC-3) 08-79
CARLSBAD TRACT -MAP NO. 8956 111-n
CITY OF' CARLSBAD-NORTH COUNTY PLAZA 08-86
VISTA/CARLSBAD-PUMP STATION PHASE 18 11-76
RECORD Of' SURVEY 06-92
SURCHARGE GRADING PlAN-NORTH COUNTY PLAZA 04-02
GEOTECHNICAL REPORT 8Y ALLIED ENGINEERING INC. 12-03 REACH YC\1 ---,<-,;:,-i:,...,)~"""'1
,-4,,.,, .. ,½,;,.<•,ce •,
FLOW STUIJY / 3°" DESIGN REPORT-EARTl-t TECH 0&-02
F1..0W STIJIJY ASSESSMENT/CONDmON-TETRA TECH 05-01
SD COUNTY 0£H UNMJTHORIZEO RELEASE REPORT 11-00
VISTA SANrrATION DISTRICT ORAVITY/f'ORC[ SEWER 05-63
BASIS OF BEARINGS
IIUENA
VISTA
LAGOON
EX 38" DIP
J£f'FERSON ST.
PUMP STATION
-=--t/'J:;:J!t.AiJ13!A!)
THE BASIS OF' Bl:ARINGS F'OR THIS PROJECT IS THE CALIFORNIA COORDINATE
SYSTEM, NAO 83, ZONE 6, AS DETERMINED LOCALLY BY A LINE BE1WEEN
CALTRANS MONUMENTS CAOT 78-0.89 AND CAOT 78-1.5, I.E. N. 87'59'33"E.
BENCHMARK
SHEET INDEX
SCALE: 1• -1500'
!
W.U..M:CESS i::I
ROAD
VICNNMAP
NO SCALE
2-1/4" DIAMETER BRASS DISK STAMPE£> CAOT 18-1.5 IN wESIERLY
SIDEWALK, SOUTHERLY OF' THE EL CAMINO REAL OVERPASS AT HIGHWAY 78,
ACCORDING TO CAI.TRANS VERTICAL CONTROL DATA.
ELEVATION: 42.98 {USC&GS DA'?UM OF' 1929}
£ AS 13UIL T CI-IANGE:S VISTA SANTATION
\IC INTERCEPTOR SEWER \r'C1, VC2, VC3 -
E A
APPROVED BY
R T H ® T ■ C N
A tqoo INTERNATIONAL L1D. COMPANY
NO. lli:.SOtiPJkllj DATE: ____ _
,4iib.'ll>tlW
• 1 ••
r
'
EX ;sg• DIP
l)Al[
;TA/OCEANSIDE
F'LOW METER
L __ _
SHEET
T-1 (SHEET 1 OF 10)
C-1 (SHEET 2 OF 10)
C-2 (SHEET 3 OF' 10)
C-3 (SHEET 4 OF 10)
C-4 (SHEET 5 OF' 10)
C-5 (SHEET 6 OF' 10)
C-8 (SHEET 7 OF' 10)
C-7 (SHEET 8 OF 10)
C-8 (SHEET 9 OF' 1 O)
C-9 (SHEET 10 OF' 10)
' ,,
OCEANSIDE CDP Nd. RC-1-04
DRAWING INDEX
DESCRIPTION
TITLE SHEET
NOTES, ABBREVIATIONS AND LEGEND
PLAN FOR SEWER REHABILrrATION WORK (VC-3)
PLAN F'OR SEWER REHA81LrrATION WORK (VC-3)
PLAN FOR SEWER REHABILITATION WORK (VC-3, VC-2)
PLAN F'OR SEWER REHABILITATION WORK (VC-2)
PLAN F'OR SEWER REHABILrrATION WORK (VC-2, VC-1)
PLAN F'OR SEWER REHAB1LITATION WORK (VC-1) '
PLAN F'OR SEWER REHABILrrATION WORK (VC-1)
PLAN F'OR SEWER REHABILITATION WORK (VC-1)
CARLSBAD COASTAL DEVELOPMENT PERMIT NO. 03-50 T-1
CITY OE <WI ffiAD
\IC INTERCEPTOR SE.WER \'Cl, YC2, YC3 (CIP-3887)
I
'
I : CITY OF VISTA
PLANS FOR TiiE IMPROVEMENT OF:
INTERCEPTOR SEWER PROJECT (CP 7035]
FEACHES VC-\ VC-2 NO VC-3
l#PWCMD~ ltij. rq2£'>3 :I~ i'r 11 NET 1 " 10 I
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oeERAL NOTES
1. THE CONTRACTOR !1HAU. ENFORCE AU. WE:1'Y MEASURES. M cotm\fCl0R
SHAU. DESIGN, CONSTRUCT AND MAINTAIN AU.. SAFETY DEVICES, INCLUDING
SHORING AND SHALL BE SOLEl.Y RESPONSIBLE FOR CONFORMING TO AU.
LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND
REGULATIONS.
2. A CONS,RuCTO. PfJtiMT IS REQUIMD FROM AU. COHTRN:T0RS
PERFORMING Mi OF THE WORK SHOWN ON THIS PLAN; THE l'tRMl'I' CAN BE
OBTAINID AT THE CITY OF VISTA DEVELOPMENT SERVICES CENTER, 800
EUCALYPTUS AVENUE, VISTA, CA. PERMIT WILL BE ISSUED ONLY TO THE
CONlRACTOR WHO IS 10 PERFORM THE WORK. THE PERMITTE SHAlL GIVE
NOTICE TO THE CITY OF VISTA ENGINEERING INSPECTION DEPARTMENT FOR A
PRE-CONSffll.lCTION CONFERENCE AT LEAST 48 HOURS PRIOR TO COMMENCING
THE WORK. ANY WORK DONE WITHOUT PRIOR INSPECTION WILL BE SUBJECT TO
REJECTION.
a. Pl ION!! (790) 831-11113 1'01'1 INSPECIIOl'4
3. rr 91 l"U. 1!1E ntE RUF OHSIIIUTY OF ntE CONTAACT0R TO LOCATE AU.
9UBSTRUCTURES, WHETHER SHOWN HEREON OR HOT, AND PROTECT THEM
FROM DAMAGE. THE EXPENSE OF REPAIR OR REPU.CEMENT OF SAID
STRUCTURES SHAlL BE BORNE BY THE CONTRACTOR.
a. BEFORE EXCAVATING, THE CONTRACTOR SHALL VERIFY THE LOCATION
Of' UNDERGROUND U11UTIES BY CONTACTING THE FOLLOWING:
AD£IJIHIA COMMUNICA110NS {EMERGENCY) (780) 43e-n41
CN!LSBtD MUNICIPAL WA'TER DISTRICT (760) 438-2722
CITY OF CARLSBAD (780) 802-2750
CITY OF CARLSBAD l'1RE DEPT. (780) 931-2141
CITY OF OC£ANSIDE 780 435-5099
CITY OF VISTA (MAIN NUMl!IEft) 780 728-1340
CITY OF VISTA (ENG DEPT DIRECT LINE) 780 839-8111
COX CASLE (EMERGENCY) 780 599-6083
ENCINA WASTEWATER AUTHORITY 780 438-3941
PACIFlC BELL TELEPHONE CO. (EMERGENCY) (DIAL) 811
RANCHO FlRE DISPATCH (EMERGENCY) (8!18) 758-3008
!NI DIEGO COUNTY HEALTH DEPARTMENT 819 515-8770
!NI DIEGO GAS ac ELECTRIC (EMERGENCV) 800 411-7343
UNDERGROUND SERVICE ALERT 800 422-4133
UNDERGROUND SERVICE ALERT (S~E) 800 227-2800
't'ISTA IRRIGATION DISTRICT (ENG DEPT) 760 597-3118
't'ISTA IRRIGATION DISTRICT (EMERGENCY) 780 597-3131
4. THE CONTRACTOR SHALL SUIIMIT A WRITTEN SCHEDULE OF WORK 10 THE
ENGINEER AT THE PRECONS'IRUC'TlON MEETING. SEE SPEC SECllON 01310
'PROGRESS SCHEDULE'.
5. CONTRAC1'0R SHAU. NOlff THE ENOtlmt OF Mi INCONSISTENCl!:S
BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO
CONSTRUCTION.
t. THE. ENOiN£ER .tl-W.L l!IE NOffl"IED OF CIWlOES OR ADDITIONS 10 BE
MADE PRIOR TO INSTALLATION. NO DEVIATION FROM THESE PLANS IS
PERMITTED WITHOUT APPROVAL OF THE ENGINEER.
7. CONTRACTOR ioGHEE.S THAT HE SHAI.L ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOBSrrE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCWDING SAFETY Of' ALL PERSONS
AND PROPERTY, THAT THIS REQUIREMENT SHAU. APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; ANO
THAT THE CONTRACTOR SHAU. DEFEND, INDEMNIFY AND HOLD THE OWNER
AND ENGINEER HARMLESS FROM Mi AND ALL LIABIUTY, REAL OR
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE ENGINEER.
I. IMPORTANT NOTICE: SECTION 4218/4217 OF THE OCMJtNMENT CODE
REQUIRES THAT A DIG ALERT IDENTIFICATION NUMBER BE ISSUED
BEFORE A " PERMIT TO EXCAVATE " WILL BE VAi.JD. FOR YOUR DIG
ALERT 1.0. NUMBER, CALL UNDERGROUND SERVICE ALERT, 1-800-422-
4133, THREE WORKING DA'IS BEFORE YOU DIG.
I. THE !XISIE.h\,"£ AND LOCATION OF ALL UNDERGROUND STRUCTIJRES
/tS SHOWN ON THESE PLANS WERE OSTAINED BY A S£ARCH OF THE
AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY Ml:ASURES TO PROTECT AU. UTIUTIES, SUBSTRUCTURES, Ofll
Mi OTHER FACILITIES WHETHER OR NOT SHOWN ON THESE PLANS.
CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING
UNDERGROUND FACIUTIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT
IIIEYISIONS TO THESE PLANS WHEN NECESSARY. THE EXPENSE OF REPAIR OR
IIIEPI.ACEMENT Of' SAID SUBSTRUCTURES SHALL IIE BORNE BY THE
CONTRACTOR.
SPECIAL NOTES
1. AU. EXIS I lffll SEw£R MNIIH0l£S TO IE REHAl!IIUTATED SHALL l!IE CI.E'AHED AND
lltEPAIRED TO RESURFACE EXISTING CONCRETE SUBSTRATE TO ORIGINAL PLANE;
STOP LEAKS; FURNISH ANO APPLY 1~ SOLID HIGH BUILD EPOXY COATING.
SEE SPEC SECTION 500 'PIPELINE SYSTEM REHABILITATION'.
2. ALL CONSTRUCT10M ACTMTIES SHALL ST1'f WffiflN DESIGNATED ACCESS AND
DELIN£ATED WORK ME>/S. LIMITS OF WORKS ARE WITHIN EXISTING EASEMENTS
UNLESS OTHERWISE SHOWN. CONTRICTOR SHAU. SUBMIT AREAS OF CONSTRUCTION
AND STAGING FOR APPROVAL BY CITY ENGINEER.
3. CONTRACTOR SHALL FURNISH TRAFFIC CONTROL PLANS FOR HECESSAR'Y' AREAS
IN HAYMAR DRIVE AND TiiE MALL PARKING LOT TO TiiE CITY Of' CN!I.S8AD PRIOR
TO COMMENCING CONSTRUCTION.
4. THIS PROJECT REQUIRES THE FOU.OWING PERMITS ANO APPRO't'ALS.
VISTA: SWWP, BYPASS PLAN, SSD PLAN, ROW
CARLSBAD: HAUL ROUTE, TRAFFIC CONTROL, ROW
CARLSBAD FlRE DEPT: SPILL PLAN, CONTACT UST, CONFlNED SPACE ENTRY Pl.AN, APCD
SEWER NOTES
1. AU. WORK SHAU. BE IN ACCORt:W«:E WITH 11-IESE PLANS, THE STANDARD
SPECIFlCATIONS FOR PU8UC WORKS CONSTRUCTION, THE SAN DIEGO REGIONAL
STANDARD DRAWINGS ANO THE CITY OF VISTA STANOMD DRAWINGS, AU. AS
LAST AMENDED. WHERE CONFLICTS ARISE, THE MORE STRINGENT REQUIREMENTS SHALL PREVAIL -
2. PIPE BEDDINC ANO fflENCH BAC1<F1t.L SHALL BE IN .tiCCOROANCE WITH
SORSD S-4. PVC (SOR ~) PIPE SHALL BE INSTALLED WITH lYPE C
ROCK ENYELOPE PER S-4. ROCK SIZE: §4• MAX. CRUSHED ROCK. FlLL
AREAS MUST BE COMPACTED TO MINIMUM 90 PERCENT RELATIVE
COMPACTION PRIOR TO PIPE INSTALLATION.
3. ADJUSTMENT. "8:0lfsmucTION, RDtABILITATION, OR REPLACEMENT OF
SEWER MANHOLES SHALL BE IN CONFORMANCE WITH CITY OF VISTA
STANDARD DRAWING NO. 12. THE CITY /DISTRICT ENGINEER OR HIS
REPRESENTATIVE, UPON INSPECTION, SHAU. DE.IERMINE THE EXTENT OR
TYPE ~or RECONSTRUCTION, REHABtUTATION, OR REPLACEMENT NEEDED TO
BRING THE MANHOLE STRUCTURE TO CURRENT STANDARDS, AND IF
TESTING IS REQUIRED.
4. AFTER COMPlEl10N OF PIPE LA'1NG I.ND THE INSTALLATION OF ALL
SEWER STRUCTURES, AND BEFORE PA't'ING, AU. MAIN LINE SEWERS,
PRIVATE SEWER SERVICE LATERALS, AND STRUCTURES SHALL BE :;;I ES;:.,.,.,I ED"'
IN THE PRESENCE OF THE CITY /DISTRICT ENGINEER OR HIS
REPRESENTATIVE. THE SEWER MAINS SHALL BE WAYNE IY:I I ED,
MANDREi.ED, AIR Tt.S I ED, AND THEN mE.\'ISED. MANHOLES SHALL BE
VACUUM TESIEI) IN COMPLIANCE WITH ASTM C 1244-93.
5, MANHOLE COVERS FOR PRIVATE SEWER SYSTEMS SHALL HAYE "PRIVATE
SEWER" CAST INTO THE UD. PUBLIC COVERS SHALL HAVE "CITY OF
CARLSBAD" CAST INTO THE UD.
II. AU. SEWER WORK SHALL BE TELEWllON INSPECTm PER SPEC SECTION llOO
"PIPELINE SrSIEM REHAB1UTATION'. FlNAL ACCEPTANCE IS SUBJECT TO C11Y
REVIEW AND APPROVAi...
7. AH1 CHANGES TO 11-IE SEWER DESIGN AS INDICATED SHALL BE SUBMITTED
IN WRITING FOR APPROVAL BY THE CITY ENGINEER PRIOR TO BEGINNING
WORK.
S. CONTRACTOR SHALL ostAIN A PERMIT FOR AH1 EXCAVATION WITHIN EXISTING
CITY OR COUNlY RIGHT-OF-WAY.
9. PRIOR 10 COMMENCEMENT Of FIELD WORK, CONTRAC10R SHALL PREPARE AND
SUBMIT "SEWAGE FLOW BYPASS" PROCEDURE, INCWDING CONTINGENCIES FOR
SPILLS FOR REVIEW ANO APPROVAL BY THE CITY ENGINEER. SHOULD A SEWAGE
BLOCKAGE/SPILL INCDENT OCCUR. THE CONTRACTOR SHAU. CONTACT THE
FOLLOWING AGENCIES (SEE GENERAL NOTE #3). IN ADDITION, SHOULD A
SANITARY SEWER OVERFLOW (SSO) OCCUR, CONTRACTOR SHALL BE
RESPONSIBLE TO ENSURE COMPLIANCE WITH RWQCB REQUIREMENTS.
CONTRACTOR SHALL BE REQUIRED TO PREVENT AND TO TAKE MITIG4TING
MEASUREMENTS AS NEEDED DURING CONSTRUCTION .tCTMllES TO PREVENT THE
IMPACT OF ILLEGAL SEWAGE DISCHARGES.
10. DETAILED RECORD DRAWINGS SHALL l!IE MAINTAINED BY THE CONTRACTOR
DURING CONSTRUCTION, AND SUBMITTED TO THE ENGINEER OF WORK.
"AS-BUILT" DRAWINGS SHAl.1. BE SUBMITTED BY THE ENGINEER OF WORK
AND APPRO¥ED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE Of' THE
PUBLIC SEWER Sl'S I EM. FINAi. LOCATION AND ELEVATION Of' SEWER MAIN,
MANHOLES, LATERALS, AND CLEANOUTS SHALL BE SHOWN ON THE RECORD
DRAWING AND THE "AS-BUILT" DRAWINGS.
11. ENTRY TO MANHOLES IS PERIIT-REQUIREO CONFINID SPACE ENTRY (REF.
SEC. 5156, !5157 AND !51 !58 OF CALIFORNIA OSHA TITLE 8 CCR GISO) SAID
PERMIT AND PLAN MUST BE 1ssum BEFORE EACH ENTRY, AND SHALL BE
MAINTAINED ONSITE AND PRESENTED TO CITY /DISTRICT ENGINEER UPON
REQUEST.
12. PRIOR TO COMMENCING F1ELD ACTMTIES AS PART OF THE WORK, M
CONTRACTOR SHALL SUBMIT A SANITARY Sf.'NER OVERFLOW PRE.VENTION AND
RESPONSE (SSOP&R) PLAN. PLAN MUST BE APPROVED BY THE CrlY /DISTRICT
ENGINEER BEFORE N« WORK THAT MAY AFF[CT ACTIIIE PRIVATE OR PUBLIC
SEWER FLOW. SHOULD A SPU OCCUR, THE CONTRACTOR SHALL CONTAIN THE
SEWAGE FROM ENTERING WATER SURFACE AA£AS ANO IMMEDIATELY CALL THE
DISTRICT WASTEWATER DEPARTMENT AND INSPECTOR FOR INSPECllON,
RESPONSE AND REPORTING:
C11Y Of' VISTA/BUENA SANITATION DISTRICT
(7:30 AM TO 3:30 PM)
RANCHO BUENA VISTA DISPATCH
(AFTER WORKING HOURS)
(780) 7211-1340
(7110) 758-3808
THE CONTRACTOllt SHAU. BE LIABLE FOR AH1 ANO ALL COSTS INCURRED BY
THE CITY /DISTRICT FOR RESPONSE AND REPORTING, IN ADDITION TO Mi
FlNES AND PENALTIES 11-IAT MAY APPLY (REF. COY/BSD ssopacp, RWQC8
911-04)
WORK TO BE DONE
THIS CONSTRUCTION PAOJECT INCLUDES, BUT IS NOT UMrrED TO THE
FOLLOWING ITEMS OF WORK:
• REHABILITATING 25 SEWER MANHOLES ANO REPLACING SEWER MANHOLE f43.
• CURED-IN-PLACE LINING Of' 38 INCH AND 42 INCH DIAMETER SEWERS
GENERALIZED SEQUENCE OF WORK
'YC-1, YC-Z a 'C-3 Ct ◄■ffuCTICII
PERFORM WORK ON YC-1 ac 2 WHICH INCLUOES LINING MANHOLES, LINING THREE
SEGMENTS OF SEWER (SHOWN ON Pl.ANS) AND REPLACING MANHOLE NO. 43
CONCURRENTLY WITH WORK ON VC-3 THAT INCLUDES LINING ALL SEGMENTS
THROUGHOUT ENTIRE VC-3 REACH ALONG WITH LINING ALL SEWER MANHOLES IN
SAID R~.
(IF NECESSARY), DEWATERING (EWA SUP, RWQCB 2001-96 OR OTHER) ~ I!::\. ~ EARTH'='T IC H
'
)
s¢oPE OF WORK SUMMARY
D/S U/S D/S U/S
Slza Length Mat'I SMH Dapth SMH Dapth MainRna SMH SMH
Sagmant 1 311 367.0 DIP 11 13.22 12 20.7!5 llna rehab rahab
s.jmant 2 38 391.0 DIP 12 20.7!5 13 24.25 Hna rehab rehab
Sclgment 3 38 305.0 DIP 13 24.25 14 25.50 llna rehab rehab
Segment 4 311 340.!5 DIP 14 2!5.!50 1 !5 211.00 llne rehab rahab
Sagment !5 38 33!1.0 DIP 1 !5 28.00 111 2!5.50 llna rehab rahob
Sagment e 38 350.5 DIP ,., 25.50 17 25.00 llne rehab rehab
Sagmant 7 38 4711.0 DIP 17 25.00 11, 22.8!5 llna rehab rehab
Sagrnant 8 38 2411.0 DIP 18 22.8!! 19 20.90 l1na rehab rehab
Segment I 38 405.!5 DIP 19 20.90 20 18.90 One rehab rahab
Sag!Mnt 10 38 21.!5 DIP 20 18.90 21 18.30 nna rehab rahab
Sagmant 11 DIP 21 18.30 22 17.10 no work rehab rwhab
Sagmant 12 DIP 22 17.10 22A 17.05 no work rahab rehab
Sag!Mnt 13 DIP 22A 17.05 23 19.80 no work rehab rahob
Sagmant 14 DIP 23 19JIO 24 1 !5.30 no work rehab rwhab
Sag!Mnt 15 DIP 24 15.30 25 15.30 no work rahab rahab
Sa9mant 18 DIP 25 15.30 211 17.-40 no work Alhab rahab
Sag!Mnt 17 42 328.0 DIP 26 17.40 27 19.110 Rna rehab rehab
Sa91Mnt 18 DIP 27 19.110 27A 18.10 no work rahob Nlhob
Sagmant 19 DIP 27A 111.10 28 15.80 no work rahob rahob
Sa91Mnt 20 DIP 28 1 !5.110 29 12.40 no work rahab rahob
Sag!Mnt 21 DIP 29 12.40 30 7.110 no work rahob rehab
Sagmant 22 DIP 30 7.110 31 11.40 no work rahob rehab
Sagmant 23 DIP 31 11.40 32 21.10 no work rahab rahob
Sagmant 24 DIP 32 21.10 33 12.110 no work rahab rahob
Sagmant 25 DIP 33 12.80 34 15.30 no work rehab rallob
Safmant 211 DIP 34 15.30 35 20.2!5 no work rehab rallab
Sa9mant 27 DIP 35 20.25 311 111.50 no work rehab rahab
Sagmant 28 38 411.0 DIP 38 18.50 37 9.00 llna rehab rehab
Sa~ant 29 DIP 37 9.00 38 14.00 no work rehab rahab
Sagmant 30 DIP 38 14.00 39 22.00 no work rehab rahab
SaCJmant 31 DIP 39 22.00 40 7.80 no wark rahob rahab
Sagmant 32 DIP 40 7.80 41 11.00 no work rahob rahab
Sagmant 33 38 547.0 DIP 41 11.00 42 8.78 lln• rahob rehab
Sagmant 34 DIP 42 8.78 43 8.12 no wotk rehab raplooa
SaCJmant 35 DIP 43 11.12 44 7.00 no wark raplaca rahab
-.... -Mahhol•: 38 -VF of MH Shaftlr19 1181.19"
VF of MH Shaftlr19 for Rehab 111,11•
Footoga to Line >t!!!+.111
MH'• to Rehab:,.._
MH'• to Reploca: 1 t111,ei~4/S.9.6' Footog41 of 311-lnch:
Footog41 of ♦2-lnch: illi!■,a• •407
..... --
Commanta
rehabflltata malnffna and manhol•
rahablltata molnRM end monholaa
rahabllltata malnllM end monholat
rehabllltate malnllna and manholaa
rahobllltata malnllne end manholaa
rahobltltata molnllne end monholee
rahobllltata mainline and manholaa
rahabllltata rnalnffM end manholN
rahabllltate mainline and monholaa
rahabllltata molnllnt and manholaa
rahablntata manholaa only
rahabllltate monholaa only
rahabllltate manhal• only
rehabllltata manhoi. only
rehablntota manhoi. only
rahabllltata manhoi. only
rahabllltota molnllne and manholaa
r.hobllltote mOl"l,'loln only
r.hobllltata manholn only
rehabmtata manholN only
rahabllltata manholaa only
rehabflltota manholaa only
rahobUltate monholN om,
rahabllltate manholN om,
rahabllltata monholaa o~
rahablltate manholaa o~
rehobllltate manholaa ol1ty
rahobllltata malnllna and manhal•
rahobllltota mantmt. only
rehabllltate manholaa only
rahobllltote monhalw only
rehabllltota monhalaa only
,.hablntata molnffn• and manholaa
manhola ,.hab/r.jllacama11t only
manhola Nhab/replocama11t only
ABBREVIATIONS
EiC IEGINNINC OF ClMVATURE
IE. CENTERLINE
DIP DUCTILE IRON PIPE
D/s DOWNSTR£AM
EC END Of' CURVATURE
EX EXISTING
IE INVERT ELEVATION
I.E. THAT IS
IN INVERT
lF LINEAR FtET
LT LEFT
MOD MILUON GALLONS PER DAY
MSL M£AN SEA I.Ml
MW MONITORING WELL
N/A NOT APPLICABLE
PVC POLY VINYL CHLORIDllt
Q QUANITY
RT RIGHT
R/W RIGHT-Of'-WAY
SDRSD SAN DIEGO REGIONliL
STANDARD DRAWING
!IMH SE:WER MANHOLE
STA STATION
TP TOP Of' PFE
U/S UPSTREAM
VF VERTICAL FEET
,LEGEND
DfSCBlf'D(W
CITY B0UNOAR'e' LINE
PROPERTY LINE
EASEMENT LINE
EXISTING SEWER LINE
EXISTING SEWER MANHOLE
EXISTING :SEWER lllANHOLf
TO BE REHABILITATm
EXISTING INTERCEPIOR SD¥ER LIN!:
SOIL EIORINC LOCATION
CONE PENETROMEl'ER TEST
SYMBOi
----------------·-
0
0
• 8-1
.& CPT-1
QUANTITIES SHOWN ARE FOR F(EfERENCE ONLY
ANO MAY NOT REPRESENT EXACT MEASUREMENT.
QUANDIY
N/11
H/A
N/A
N/A
N/A
38 TOTAL
m: SEWER TMU
FOR SIZE, LENGTH
ANO MATERIAL
(EACH SHEET)
N/A
N/A
C-1
~ofESS/ "AS BUILT"
~-ti s c,;,rr.i "" ., , P·--'--""'-"-L-Jf_
CiV
&_AS 8Ull7"CHANGES
CITY OF VISTA
PLANS FOR lHE IMPRO't'EMENT OF:
INTERCEPTOR SEWER PROJECT (CP 7035)
REACHES VC-\ VC-2 AND VC-3
I~~: o
IIEJlalWI( f A tr,aa INTERNATIONAi. LTD. COMPANY
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CARI.SBAll CIP NO. 3887
(!Z~} ii~ili 1<if4, 11 NET 2 • 10 I
l)Wl9\ ~4b-7 1·-;:. I
OCEANSIDE CIP NO. 722-885477
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VISTA ~ATION• OlSTRlC'T .ANO THE CllY OF CARlSIWl
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ll'R<NEIIIENT OF:·
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SEE DRAWING NO. 1981 FOR AS-BUILT
INFORt.lATION CONCERNING EXISTING PIPELINE
LEGEND
MH 24
0
EXISTING SEWER MANHOLE
TO BE REHABILITATED
PER SPEC SECTION 500
'PIPELINE SYSTEM REHABILITATION'
•
APPROXIMATE AREA OF WORK
PERIMETER
EXISTING ACCESS ROUTE
EXISTING INTERCEPTOR SEWER
EXISTING 42" DIP TO BE RELINED
POSSIBLE FUTURE CONNECTION
C-5
CITY OF VISTA
PLANS FOR THE ~T '6:
VC-2 SEWER REHABLTATION (CP 7035)
MANHOLE NUMBERS= 22 THROUGH 26
CARLSIIAO CIP NO. 3887 OCEANSU CIP NO. 722-88M77
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THE CONT1l!ACT0ft IS RESIRICIEO rROM VEHICLE PAAl<ING, STAGING, OR MATERtAL STOAAGE
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GRAPHIC SCALE
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CONTRACTOR TO USE NECESSARY
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SEE DRAWING NO. 1981 FOR AS-BUILT
INF'ORMATION CONCERNING EXISTING PIPELINE
LEGEND
MH 30
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EXISTING SEWER MANHOLE
TO BE REHABILITATED
PER SPEC SECTION 500
"PIPELINE SYSTEM REHABILITATION'
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EXISTING 42" DIP TO BE RELINED
POSSIBLE FUTURE CONNECTION
C-6
CITY OF VISTA
PLANS FOR 1HE IMPROVEMENT Of':
VC-2 SEWER REHABLTATION (CP 7035)
MANHOLE NUMBERS: 27 THROUGH 32
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MANHOLE NUMBERS: 33 THROUO-f 38
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SEE DRAWING NO. 1981 FOR AS-BUILT
INFORMATION CONCERNING EXISTING PIPELINE
LEGEND
MH 40 EXISTING SEWER MANHOLE
TO BE REHABILITATED 0 PER SPEC SECTION 500
'Pl PELINE SYSTEM REHABILITATION'
□zo· APPROXIMATE AREA OF WORK
PERIMETER
20'
~ EXISTING ACCESS ROUTE
EXISTING INTERCEPTOR SEWER
EXISTING 36" DIP TO BE RELINED
• POSSIBLE FUTURE CONNECTION
C-8
CITY OF VISTA
PLANS FOR 'lltE IMPROIIEMENT OF:
VC-1 SEWER REHABILTATION (CfP 7035)
MANHOLE NUMBERS: 39 THROUGH 42
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IIENCHIIAIIK I DftAlllNG NO. 3881
CARLSBAD CIP NO. 3857 OCEANSIDE CIP NO. 722-88M77
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( IN FEET )
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Rl:HAe St!Wl:R MANHOC..l! REMOVAL. NOT RE'QUIRED
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SEE SPEC SECTION 500 'PIPELINE
SYSTEM REHABILITATION'.
NOTE:
THIS DETAIL SHALL APPLY TO ,.-.-11 ~ ALL EXISTING SMH'S ANO
"' / REPLACEMENT OF SMH 43
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r •...• , I'•:.-.: .••• ·:• •. ·.-.•••• ·:·
TYPICAL EPOXY LtJtNG
COVERAGE IN SMH DETAL
NO SCALE
LEGEND
MH 44
0
•
EXISTING SEWER MANHOLE
TO BE REHABILITATED
PER SPEC SECTION 500
'PIPELINE SYSTEM REHABILITATION'
APPROXIMATE AREA OF WORK
PERIMETER
EXISTING ACCESS ROUTE
EXISTING INTERCEPTOR SEWER
EXISTING 42" DIP TO BE RELINED
POSSIBLE FUTURE CONNECTION
CITY OF VISTA
PLANS FOR THE IMPRO\alENT OF:
C-9
VC-1 SEWER REHABILTATION (CIP 7035)
MANHOLE NUMBERS: 43 AND 44
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