HomeMy WebLinkAboutDWG 540-5; 5548-A; KELLY DRIVE SEWER REPLACEMENT; 01-05KELLY DRIVE SEWER REPLACEMENTCIP 5548-A
CONSTRUCTION PLANS
FOR THE
CARLSBAD, CALIFORNIA
CITY OF CARLSBAD, UTILITIES DEPARTMENT
KEITH BLACKBURN - MAYOR
CITY COUNCIL MEMBERS
SCOTT CHADWICK
PAZ GOMEZ
JULY 2024
CITY MANAGER
DEPUTY CITY MANAGER, PUBLIC WORKS
TERESA ACOSTA - DISTRICT 4
PRIYA BHAT-PATEL - DISTRICT 3
MELANIE BURKHOLDER - DISTRICT 1
CAROLYN LUNA - DISTRICT 2
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RCE -EXP, DATE
REVIEWED BY: Ci,u;,_~~
INSPECTOR SBAD Y OF CARL CIT DEPARTMENT UTILITIES
DATE
TITLE SHEET
KELLY DRIVE SEWER REPLACEMENT PROJECT
PROJECT NO,
D BY: --5548-A
1/2" 0 1"
7/30/24
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TOTAL DISTURBED AREA ~~0~.6~5~AC~-----
(THIS AREA INCLUDES BUT IS NOT LIMITED TO
OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND
EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER
FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES,
BACKFILL CUTS, AND SLOPE KEYWA YS)
TOTAL REPLACED IMPERVIOUS AREA ~ 0.10 AC
TOTAL PROPOSED IMPERVIOUS AREA ~ 0.0 AC
ABBREV/A TIONS LEGEND
DESCRIPTION ABBREV/A TION DESCRIPTION SYMBOL
ACRYLONITRILE BUTAOIENE STYRENE ABS
NEW PVC SEWER --s--CAST IN PLACE CIP
CITY OF CARLSBAD STANDARD EXIST WATERLINE --w--CSD
ORA WING
EXIST SANITARY SEWER --s--
EXISTING (E)
EXIST ABANDONED SANITARY SEWER - S (AB) -
INVERT ELEVATION I[
EXIST STORM DRAIN --SD--
LINEAL FEET LF
EXIST TELECOMMUNICATIONS --T
NOT TO SCALE N.TS
EXIST TRAFFIC SIGNAL --TS
PROPOSED (P)
PROTECT IN PLACE PIP EXIST ABANDONED TRAFFIC SIGNAL -TS (AB)-
EXIST ELECTRIC --E
PROPERTY LINE PL
POLYVINYL CHLORIDE PVC EXIST GAS --G
REMOVE ANO REPLACE RR EXIST CABLE -CATV
RIGHT OF WAY R/W EXIST FENCELINE -x-x-
SAN DIEGO REGIONAL STANDARD SDRSD EXIST WALL ---0-----
DRAWING
EXIST R/W & PL ------
SEWER s
PAVEMENT STRIPING -------------
STORM DRAIN SD 0 EXIST MANHOLE
TOP OF CARRIER PIPE TOP
EXIST WATER SERVICE
TYPICAL TYP EXIST TREE 0
VITRIFIED CLAY PIPE VCP EXIST HYDRANT --0+
WATER SERVICE w
"AS BUILT"
RCE ___ EXP.----DATE
REVIEWED BY: ~~ua,dt;-
INSPECTOR DAlE
1--7 _2_4-+---+---A-s-_B_u_1L T--------+---+---+---+----1 I sH2EET I CITY OF CARLSBAD I SHESETS I
UTILITIES DEPARTMENT
:::M:;:P:;:RO:;:~:;:EM:;:E~N~T:;:PLA::::N:::;F:;:0:;:R:==========='..-=:==::::
NOTES, LEGEND AND ABBREV/A TIONS
KELLY DRIVE SEWER REPLACEMENT PROJECT
4/11 /23
12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S
12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S
12'' S (
A
B
)
12'' S
(
A
B
)
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S S
S S
S
S
S S
S
S
S
S
12'' S
12''
S
12''
S
8'' S
(
A
B
)
8'' S
(
A
B
)
8'' S
(
A
B
)
8'
'
S
8''
S
8'' S
REPLACE 585 LF (E) 12" VCP SEWERW/ NEW 15" PVCSEE SHEET 4
(E) MH 17D-9(E) MH 17D-10
PIP (E) 8"SEWER
ABANDONED 12" SEWER MAINCONTRACTOR TO VERIFY
PIP (E) SEWER LATERALCONTRACTOR TO VERIFY
PIP (E) 12"SEWER
ABOVE GROUNDSEWER BYPASS BYPASS AND STANDBY PUMPFOR REFERENCE ONLY
(E) MH 17D-2STA: 0+00
33
'
32
'
84
'
PIP (E) 12" VCP SEWER
REPLACE 62 LF(E) 12" VCPW/ NEW 12" PVCSEE SHEET 5
(E) MH 17B-10
(E) MH 17B-11
RR (E) 12"SEWER W/NEW 12" PVC
RR (E) CSD S-4CAST IRON MH FRAME AND COVERCITY TO SUPPLY FRAME AND COVER (E) PAVEMENT
RR (E) CONCRETE COLLARPER CSD S-1
(E) CSD S-1CIP BASE
APPLY EPOXY COATINGTO (E) CHANNEL AND(P) 15" CHANNEL PERCSD S-1A
CORE DRILL NEWINLET/OUTLETFOR (P) 15" PVC
(P) WATER TIGHT MANHOLEADAPTER WITH RUBBERGASKET. GROUT INTO PLACEPER CSD S-1A (TYP)
(P) 15" PVC
MATCH EXISTINGCHANNEL IE
(E) MANHOLESEE MH DIMENSION TABLESHEET 2
(E) 12" VCP TO BE REMOVED
APPLY EPOXYCOATING TOREBUILT BENCHAND MANHOLEINTERIOR PERCSD S-1A
REFORM CHANNELTO MATCH 15"OUTLET
PIP (E) 12" VCP SEWER
(E) MANHOLE BASE
PIP (E) 8"ABS SEWER
(E) 12" ABANDONED SEWERCONTRACTOR TO VERIFY
INSTALL SLURRY PLUGAT (E) ABANDONED12" INLET CONNECTION
(P) 15" PVC SEWERSEE DETAIL 1 FORCONNECTIONDETAIL
REFORM CHANNEL ANDBENCH TO ELIMINATEABANDONED 12" SEWER INLET
REBUILD (E) BENCHPER CSD S-1A
(E) 12" CHANNEL INLET
(E) 12" CHANNEL OUTLET
(P) 15" CHANNEL INLETSEE DETAIL 1 FOR CONNECTIONDETAIL
(E) MANHOLE BASE
(P) 15" CHANNEL OUTLETSEE DETAIL 1 FOR CONNECTIONDETAIL
REFORM CHANNELTO MATCH 15"INLET/OUTLET
REBUILD (E) BENCHPER CSD S-1A
(E) 12" CHANNEL OUTLET
(P) 15" CHANNEL INLETSEE DETAIL 1 FOR CONNECTIONDETAIL
(E) MANHOLE BASE
REFORM CHANNEL TOMATCH 15" INLET
(E) 12" VCP SEWER
REBUILD (E) BENCHPER CSD S-1A
NOTES:
1. SEE CSD S-1 FOR TYPICAL EXISTING MANHOLE DIMENSIONS.2. MANHOLE CONNECTION DETAIL SHOWN IS AT THE INLET. DETAIL APPLIES TO ALLEXISTING MANHOLE INLETS AND OUTLETS WHERE NEW CONNECTION IS PROPOSED TONEW PVC SEWER.
MANHOLE 17B-11, 17D-9, 17D-10 NOTES:
1. FOR JUNCTION MANHOLES AND CHANGE IN SEWER ALIGNMENT, FORM THE CHANNELS TOFACILITATE THE FLOW OF SEWAGE. INVERTS SHALL BE TRUE TO GRADE AND ALIGNMENT,FINISHED WITH SMOOTH SURFACE, AND MAINTAIN 0.2' DROP ACROSS THE MANHOLE.2. SEE DETAIL 1 FOR CONNECTION DETAIL AND REHABILITATION REQUIREMENTS.
1/2" 0 1"
7/30/24
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SITE PLAN AND BYPASS PLAN
SCALL 1"" ~ 40"
N.TS
2 MANHOLE 178-11 CONNECTION DETAIL -PLAN VIEW
STA:8+69 SCALE: N. T.S.
MANHOLE NEW CONNECTION DETAIL -PROFILE VIEW
STA: 2+84, 5+96, 8+69 SCALE: N. T.S.
MANHOLE DIMENSION TABLE SEWER BYPASS NOTES TRAFFIC CONTROL NOTES
• EXPECTED BYPASS FLOWS: ANTICIPATED LANE CLOSURES INCLUDE SOUTHBOUND LANE
N.TS
3 MANHOLE 17D-9 CONNECTION DETAIL-PLAN VIEW
STA:5+96 SCALE: N. T.S.
N.TS
4 MANHOLE 17D-10 CONNECTION DETAIL -PLAN VIEW
STA: 2+84 SCALE: N. T.S. "AS BUILT"
RCE __ EXP ___ _ DATE
REVIEWED BY, ~~~
INSPECTOR DAlE
I SH3EET I CITY OF CARLSBAD I SHE5ETS I l---l----l--------------+---+---1----1---1 UTILITIES DEPARTMENT l----l----l---------------1----1---1----1---I
7 24 AS-BUil T
I---I----J...-------------+---+---1----1---1 MPROVEMENTPLAN FOR
SITE PLAN
MH STA. RIMEi. /NV. EL. DIA.
17B-10 9+30 49.51 38.07 5'
17B-11 8+69 49.91 35.22 5'
~ = :~z:: :r:~:~:~~~~~:: ~~~MGD ~F K~~; g~:r~CT DOCUMENTS FOR TRAFFIC CONTROL ACCEPTE::;;~;R REPLACEMENT PROJECT 6 ~ CONTRACTOR RESPONSIBLE FOR DESIGN, STANDARD DETAILS AND REQUIREMENTS. ~ ~ 4 /11 /23
17D-9 5+96 44.01 33.37 5'
17D-10 2+84 38.82 31.47 5'
• • FURNISHMENT AND INSTALLATION OF SEWER CONTRACTOR TO MAINTAIN DRIVEWAY ACCESS TO ALL ----------1-1-==:=t=:=t==========================t===jt===t===j==:=j '-"D:::IS:::::TR::::IC:::::T:::::E::::N::;;Gl;::NE:::E::::;R -========::::::::D:=AT::::E===! 8 ~ BYPASS PER CONTRACT SPECIFICATIONS RESIDENTSATALL T/MES ~ -Bi: CONTRACTORTOMAINTAINALLSEWERLATERAL ,, ,, ORIGINAL DRAWING SCALE □ATE iN1T1AL DATE iN1T1AL DATE iN1T1AL P5548-Ao. I DR540:lo ~~L-------------------------~~~o~~~s~A~TA~L~L~Tl~M~~~----------------------------L __ ~w~~=~--f E:Nc:1N~EE:R~oF~w~o:eK1_ __ :R:Ev:1s:1:o~N~D~E:s:cR:1_P:T1:oN..:_ __ _..to~TH~E~R~AP~PR~ov~AL:...l..~c~1TY~A:PP:e~ov~AL~======-=========·===::::::J
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W
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W
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12''
W
12''
W
W
W
W
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12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S 12'' S
12'' S (
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8''
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TS (AB)
TS (AB)
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A
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TS (AB)
TS (AB)
TS (AB)
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(
A
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G
G
G
G
GG
G
G
E
E
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MH 17B-11
MH 17D-9
MH17D-10
585 LF
4 (TYP)
SEWER LATERAL LOCATIONOF 4803 KELLY DR
(E) 4" VCP SEWERLATERAL (TYP)
10
'
17
'
ABANDONED12" SEWER
SEWER LATERALTO APN 2072300900
3+00 4+00 5+00 6+00 7+00 8+00
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585 LF
(E) FINISH GRADE
X
X
X
(E) 12" VCP SEWEREE
E EEE
E
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CC C
C
C C
G G
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(E) SEWERLATERAL 4803KELLY DR.
25
30
35
40
45
50
55
0+00 25
30
35
40
45
50
55
9+54
NOTES:
1. UTILITY MAPPING IS FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS AND PROTECT INPLACE UNLESS NOTED OTHERWISE. ALL SEWER LATERALS WITHIN THE LIMIT OF WORK SHALL BE RECONNECTEDPER CONSTRUCTION NOTE 4.
1. REPLACE-IN-PLACE EXISTING 12" VCP SEWER MAIN WITH NEW 15" SDR35 PVC PER CSD S-5. INSTALL FILTER FABRIC
PER CSD S-5. RESURFACE TRENCH PER CSD MODIFIED GS-26 AND GS-28, 4' MAX. TRENCH WIDTH.
2. REHABILITATE EXISTING MANHOLE PER DETAIL 1, SHEET 3 AND CSD S-1A.
3. CONNECT NEW 15" SEWER TO EXISTING MANHOLE. SEE SHEET 3 FOR CONNECTION DETAIL.
4. RECONNECT EXISTING 4" VCP SEWER LATERAL WITH NEW WYE PER CSD S-7. INSTALL COUPLING AT NEW PVC TO (E)
VCP LATERAL CONNECTION.
1/2" 0 1"
7/30/24
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48~ELLY DR APN: 072301700
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CONSTRUCT/ON NOTES
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SCALE, HORIZ.. /" ~ 20' vrnr 1"~5•
PLAN STA: 2+84 TO 8+69
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DAlE
I SH4EET I CITY OF CARLSBAD I SHE5ETS I l-----+--+---------------1----+----l---+-----I UTILITIES DEPARTMENT l-----+--+---------------1----+-----I---+--__,
7 24 AS-BUil T
l-----+--+---------------1----+----l---+-----I MPROVEMENTPLAN FOR
PLAN AND PROFILE
KELLY DRIVE SEWER REPLACEMENT PROJECT
~ ~ ACCEPTE'!J;;.;Pv44 4/11 /23
~~ ,---O-R-IG-l-NA_L_DR_A_W_IN_G_S_C_A_LE---tl-=::=1=:==t=============================t====t===J~===Jt===1~D~IS~TR~l~CT=EN=G~IN=E=E~R-;::::======~1-;:::::=DA=T=E=~
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W
W
W
W
W
12'' W
12'' W
W
36''
W
36''
W
36''
W
36''
W
36''
W
36''
W
36''
W
36''
W
12''
W
12'' W
12''
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12''
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12''
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12''
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12''
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12'
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W
12'
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12"
R
W
12"
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12"
R
W
12
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R
W
12'' S 12'' S
12'' S (
A
B
)
12'' S (
A
B
)
12'' S (
A
B
)
12'' S (
A
B
)
12'' S (
A
B
)
S
S
S
12'' S 12'' S 12'' S
12''
S
12''
S
12''
S
12''
S
12''
S
8'' S
(
A
B
)
8'' S
(
A
B
)
8'' S
(
A
B
)
8'' S
(
A
B
)
8'' S
(
A
B
)
8'
'
S
8'
'
S
8''
S
36"
S
D
36"SD
E E
E
E
EE
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
G
G G
10''
F
10''
F
10''
F
10''
F
10''
F
10''
F
4'' G
4'' G
4'' G
4'' G
4'' G
4'' G
4'' G
4'' G
4'' G
16''
F
16''
F
16''
F
16''
F
16''
F
16''
F
16''
F
16''
F
4'' G
4'' G
4'' G
4'' G
4'' G
4'' G
4'' G
12"
R
W
12"
R
W
12"
R
W
12
"
R
W
CATVCATV CATV
TS (AB)
TS (AB)
TS (
A
B
)
TS (AB)
TS (AB)
TS (
A
B
)
4'' G4'' G4'' G
T
T
T
T
T
TS
TS
TS
TSRW
RW
W
(
A
B
)
W
(
A
B
)
W
(
A
B
)
W
(
A
B
)
W
(
A
B
)
W
W
W
W
W
W
W
20''
W
(
A
B
)
20''
W
(
A
B
)
E
E
E
E
E
E
(E) MH17B-1062 LF
CAUTION, HIGH PRESSURE GAS.CONTRACTOR TO VERIFYLOCATION.
(E) MH17B-11
36" DIPWATERPER DWG935-7
9+00
F/O
62 LF
G
CETS
12" W
36" W
G
ST
A
:
8
+
6
9
.
0
8
EL
E
V
:
4
9
.
9
0
ST
A
:
9
+
3
0
.
8
1
EL
E
V
:
4
9
.
6
3
PIP (E)12" VCPSEWER
4
4
G
(E) ELECTRICALPACKAGE
25
30
35
40
45
50
55
0+00 25
30
35
40
45
50
55
9+54
RR (E) CSD S-4COVER ONLYCITY TO SUPPLY COVER (E) PAVEMENT
RR (E) CONCRETE COLLARPER CSD S-1
(E) CSD S-1CIP BASE
(P) 12" PVC
MATCH EXISTINGCHANNEL IE
(E) MANHOLESEE MH DIMENSION TABLESHEET 2
(P) WATER TIGHT MANHOLE ADAPTERWITH RUBBER GASKET.GROUT INTO PLACE PER CSD S-1A (TYP)
(E) 12" VCP TO BE REMOVED
APPLY EPOXY COATINGTO BENCH ANDMANHOLE INTERIORPER CSD S-1A
NOTES:
1. UTILITY MAPPING IS FOR REFERENCE ONLY. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS AND PROTECT INPLACE UNLESS NOTED OTHERWISE. ALL SEWER LATERALS WITHIN THE LIMIT OF WORK SHALL BE RECONNECTEDPER CONSTRUCTION NOTE 4.
1. REPLACE-IN-PLACE EXISTING 12" VCP SEWER MAIN WITH NEW 12" SDR35 PVC PER CSD S-5. INSTALL FILTER FABRIC PER CSD S-5. RESURFACE
TRENCH PER CSD MODIFIED GS-26 AND GS-28, 4' MAX. TRENCH WIDTH.
2. REHABILITATE EXISTING MANHOLE PER DETAIL 1, SHEET 3 AND CSD S-1A.
3. REHABILITATE EXISTING MANHOLE PER DETAIL 1, THIS SHEET AND CSD S-1A.
3. RECONNECT EXISTING 4" VCP SEWER LATERAL WITH NEW WYE PER CSD S-7. INSTALL COUPLING AT NEW PVC TO (E) VCP LATERAL CONNECTION.
3. CONNECT NEW 12" SEWER TO EXISTING MANHOLE PER CONNECTION DETAIL ON THIS SHEET.
4. CONNECT NEW 12" SEWER TO EXISTING MANHOLE PER CONNECTION DETAIL ON THIS SHEET, SEE SHEET 3 FOR MH 17B-11 REHABILITATION
REQUIREMENTS
NOTES:
1. SEE CSD S-1 FOR TYPICAL EXISTING MANHOLE DIMENSIONS.2. MANHOLE CONNECTION DETAIL SHOWN IS AT THE OUTLET. DETAIL APPLIES TO ALLEXISTING MANHOLE INLETS AND OUTLETS WHERE NEW CONNECTION IS PROPOSED TONEW PVC SEWER.
1/2" 0 1"
7/30/24
2i
u 0 ~ D 0
0
~ l/l
ro ~ l/l l/l
l
0:
E
0 ~ 0
0:
C
I E
1 MANHOLE 178-10 NEW CONNECTION DETAIL -PROFILE VIEW
STA: 9+30 SCALE: N. T.S.
CONSTRUCT/ON NOTES
""'" i:-: w w
I Cf)
0
PROFILE STA: 8+69 TO 9+30
SCALE: HORIZ: 1 •• ~ 20· VERT: r~s·
PLAN STA: 8+69 TO 9+30
SCALE: /"" ~ 20"
"AS BUILT"
RCE ___ EXP____ DATE
REVIEWED BY: {¼./4,~~
INSPECTO~ DAlE ~ CITY OF CARLS BAD I SHE5ETS I l----+---f--------------1----+---+--+----I L....§_j UTILITIES DEPARTMENT l-----+---+--------------1----+----+--+----I
7 24 AS-BUil T
l----+---f--------------1----+---+--l----l MPROVEMENTPLAN FOR:
PLAN AND PROFILE
KELLY DRIVE SEWER REPLACEMENT PROJECT
4/11 /23