PLANS BID 2325 - 40985.pdf
PDF 7 MB Posted
- Attached to
- PW Prequal Bid 2325 SEWER RECONSTRUCT. & RELAY of WATER MAINS in S CONESTOGA ST - LUDLOW ST to MARKET
- Solicitation number
- B2728048
- Issued by
- Pennsylvania
About this file
This is a final design plans document for a Pennsylvania state and local contract opportunity involving sewer reconstruction and water main relay work on South Conestoga Street from Ludlow Street to Market Street. The project encompasses multiple sections (A through H) with detailed cross-sectional drawings showing the installation of proposed 18-inch reinforced concrete sewers at varying depths (ranging from 5 feet to 15 feet 6 inches) and 8-inch ductile iron water mains at 4-foot cover throughout the project area. The work includes abandonment of existing 8-inch ductile iron water mains, installation of cast iron fittings and traps with reconnections to existing laterals, and construction of transition and standard manholes with specified invert elevations. Multiple intersecting streets are referenced including North and South Conestoga, Ludlow, Market, Sickels, Ruby, Race, Arch, Lindwood, and Wilton Streets. The professional engineer of record is Louis A. Rodriguez (License No. 049602-E). This is a pre-qualification solicitation with an estimated project value exceeding $5,000,000.
The design plans document includes comprehensive technical specifications referenced throughout the sections, with One Call notification numbers provided for utility locating (20261973030-32, 20261973012-14, 20261973050-52, 20261973062-64, and 20261973077-79). Sewer grades vary by section, ranging from 0.77 to 1.24 feet per 100 feet. The document contains detailed manhole identification numbers, concrete collar and cutoff wall specifications, and vent connection requirements. No pricing information, set-asides, incumbent contractor details, or funding sources are indicated in this plans document.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Prequal. Questionnaire Public Works~20.pdf | ||
| Bid Pricing Pages 2325-40985.xlsx | XLSX spreadsheet | |
| SPEC BID 2325 - 40985 FINAL.pdf | ||
| AD 2797 2325 2330 2521 2505 2730~1.pdf | ||
| Seller_Prequal_Checklist 2020.~17.pdf | ||
| Consent Authorization Form.~25.pdf |
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Text version
PROP. 8" D.I. WATER MAIN, 4'-0" COV.
4'-0"
(TO BE ABAND.)
(SEE SPECS.)
6'-0"
PROPOSED 18" R.C. SEWER
PROPOSED C.I. F.A.I
& TRAP (TYP.)
RECONNECT C.I. TRAP TO
EXIST. LATERAL (2% MIN.
SLOPE. 1:1 MAX. SLOPE)
S E C T I O N A - A
8" DUCTILE IRON WATER MAIN,
4'-0" COVER
4' -0
(TO BE ABAND.)
(TO BE ABAND.)
4' -0
(SEE SPECS.)
(SEE SPECS.)
6' -0
" 6' -0
PROPOSED 18" R.C. SEWER
6' -0
S. CONESTOGA STREET
N. CONESTOGA ST.
LU
D
LO
W
S T.
M A
R K
ET
S
T.
(S
.R . 3
0)
6' -0
S. CONESTOGA STREET
M A
R K
ET
S
T.
(S
.R . 3
0)
C
O
LOUIS A. RODRIGUEZ
A
No. 049602-E
P
N
N
E
V
LY
S
ENGINEER
A
I
N
A
PROFESSIONAL
E
N
O
REGISTERED
M
M
W
L
F
O
H
T
FINAL DESIGN ONE CALL:
20261973030 20261973031 20261973032
6'-0"
PROPOSED 18" R.C. SEWER
PROPOSED C.I. F.A.I
& TRAP (TYP.)
RECONNECT C.I. TRAP TO
EXIST. LATERAL (2% MIN.
SLOPE. 1:1 MAX. SLOPE)
PROP. 8" D.I. WATER MAIN, 4'-0" COV.
(TO BE ABAND.)
4'-0"
S E C T I O N B - B
6' -0
PROPOSED 18" R.C. SEWER
6' -0
4' -0
4' -0
8" DUCTILE IRON WATER MAIN, 4'-0" COVER
4' -0
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
(SEE SPECS.)
(SEE SPECS.)
(SEE SPECS.)
(SEE SPECS.)
I I I I I I I I I I I I
I I
I I I
I
I
I
IIIIIIIIII
S. SICKELS STREET
LU
D
LO
W
S T.
I I
I
II
I I
I
I
I
I
I I
I
IIIIIIIIII
II
IIIIIIIIIIIIIIII
I I
I I
I
I
IIIIII
I
I
I
I I I
I
I I
I I
I
I I I I I I I I I I I
I I
I I
I I
I I
I
II
I I I
II
IIII
I
I
I I
M A
R K
ET
S
T.
(S
.R . 3
0)
IIII
I I I I I I I I I I I I I I I I I I I I I I
C O
LOUIS A. RODRIGUEZ
A
No. 049602-E P
NNE
VLYS
ENGINEER
AIN
A
PROFESSIONAL
ENO
REGISTEREDM
M W L
F O
HT
FINAL DESIGN ONE CALL:
20261973012 20261973013 20261973014
6'-0"
PROP. 8" D.I. WATER
MAIN, 4'-0" COV.
8'-6"
(TO BE ABAND.)
S E C T I O N C - C
6' -0
6' -0
PROPOSED 18" R.C. SEWER
PROPOSED 18" R.C. SEWER
8' -6
8" DUCTILE IRON WATER MAIN, 4'-0" COVER
4'-0"
COV.
(TO BE ABAND.)
(TO BE ABAND.)
8" D U
C
TILE IR
O N
W A
TER
M
A
IN
8" DUCTILE IRON WATER MAIN, 4'-0" COVER
8' -6
N. RUBY STREET
M A
R K
ET
S
T.
(S
.R . 3
0)
M A
TC
H
L
IN
E
SE
SH
EE
T
W -5
Z Z
C
O
LOUIS A. RODRIGUEZ
A
No. 049602-E
P
N
N
E
V
LY
S
ENGINEER
A
I
N
A
PROFESSIONAL
E
N
O
REGISTERED
M
M
W
L
F
O
H
T
FINAL DESIGN ONE CALL:
20261973050 20261973051 20261973052
7'-0"
PROP. 8" D.I. WATER MAIN, 4'-0" COV.
6'-10"
(TO BE ABAND.)
S E C T I O N D - D
7' -0
7' -0
PROPOSED 18" R.C. SEWER
6' -1
0"
6' -1
0"
8" DUCTILE IRON WATER MAIN, 4'-0" COVER
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
N. RUBY STREET
R A
C E
ST
A R
C H
ST.
M A
TC
H
L
S
EE
S
H
EE
T W
-5 Y
Y
C
O
LOUIS A. RODRIGUEZ
A
No. 049602-E
P
N
N
E
V
LY
S
ENGINEER
A
I
N
A
PROFESSIONAL
E
N
O
REGISTERED
M
M
W
L
F
O
H
T
FINAL DESIGN ONE CALL:
20261973050
PROP. 8" D.I. WATER
MAIN, 4'-0" COV.
15'-6"
(TO BE ABAND.)
S E C T I O N E -E
6'-0"
7'-0"
7'-0"
8'-6"
6'-10"
8" D
U C
TI
LE
IR
O
N W
A
TE
R M
A
IN
, 4 '-0
C
O
VE
R
8" DUCTILE IRON WATER MAIN,
4'-0" COVER
'-6
'-6
'-6
(TO BE ABAND.)
(TO BE ABAND.)
8" DUCTILE IRON WATER MAIN,
4'-0" COVER
8" D
U C
TI
LE
IR
O
N W
A
TE
R M
A
IN
, 4 '-0
C
O
VE
R
6'-10"
8'-6" 15'-3"
15'-3"
'-6
(SEE SPECS.)N
. 5
4T H
S T.
ARCH ST.
N . P
EA
C
H S
T.
N . 5
3R D
S T.
M A
TC
H
L
IN
E
SE
E
SH
EE
T
W -6
MATCH LINE SEE SHEET W-3
MATCH LINE SEE SHEET W-4
N . R
U B
Y
ST
Z XZ
YY
X
(TO BE ABAND.)
(TO BE ABAND.)
C
O
LOUIS A. RODRIGUEZ
A
No. 049602-E
P
N
N
E
V
LY
S
ENGINEER
A
I
N
A
PROFESSIONAL
E
N
O
REGISTERED
M
M
W
L
F
O
H
T
FINAL DESIGN ONE CALL:
20261973077 20261973078 20261973079
PROP. 8" D.I. WATER
MAIN, 4'-0" COV.
15'-6"
(TO BE ABAND.)
S E C T I O N G - G
10'-6"
PR
O
PO
SE
D
8" R
.C . S
EW
ER
5'-0"
8" DUCTILE IRON WATER MAIN,
4'-0" COVER
'-6
'-6
'-6
(T O
B E
A B
A N
D
5'-0"
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
PROP. 8" D.I. WATER
MAIN, 4'-0" COV.
15'-6"
(TO BE ABAND.)
S E C T I O N F - F
M A
TC
H
L
S
H
EE
T W
-5
MATCH LINE SEE SHEET W-7
N . 5
2N D
S T.
ARCH STREET
N . W
IL
TO
N S
T.
N . L
IN
D
EN
W
O O
D S
T.
W
X
W
X
C
O
LOUIS A. RODRIGUEZ
A
No. 049602-E
P
N
N
E
V
LY
S
ENGINEER
A
I
N
A
PROFESSIONAL
E
N
O
REGISTERED
M
M
W
L
F
O
H
T
FINAL DESIGN ONE CALL:
20261973077 20261973078 20261973079
5'-6"
PROPOSED C.I. F.A.I
& TRAP (TYP.)
RECONNECT C.I. TRAP TO
EXIST. LATERAL (2% MIN.
SLOPE. 1:1 MAX. SLOPE)
5'-0"
PROP. 8" D.I. WATER
MAIN, 4'-0" COV.
(TO BE ABAND.)
S E C T I O N H - H
5' -6
10'-6"
PROPOSED 18" R.C. SEWER
PROPOSED 18" R.C. SEWER
5'-0" 5' -0
8" DUCTILE IRON WATER MAIN,
4'-0" COVER
(TO BE ABAND.)
(TO BE ABAND.)
(TO
B
E A B
A N
D
(TO BE ABAND.)
COV.
R A
C E
ST
N. LINDENWOOD STREET
M A
TC
H
L
S H
EE
T
W -6
W W
C
O
LOUIS A. RODRIGUEZ
A
No. 049602-E
P
N
N
E
V
LY
S
ENGINEER
A
I
N
A
PROFESSIONAL
E
N
O
REGISTERED
M
M
W
L
F
O
H
T
FINAL DESIGN ONE CALL:
20261973062 20261973063 20261973064
Services, Ltd.
CorTrol
A A
B B
C C
AA
BB
C C
DD
D D
18" R.C. SEWER
GRADE = 1.20 FT. PER 100 FT.
18"x15" WYE
CONC. COLLAR
MATCH INV. EL. +91.18
CONC. CUT OFF WALL
TRANSITION MANHOLE
INV. EL. +91.22
MANHOLE
INV. EL. +94.10
CONC. COLLAR
MATCH INV.
RECONNECT 12" V.C. VENT
(RECONNECT)
12" V.C. VENT
PROP. 8" D.I. WATER MAIN, 4'-0" COV.
4'-0"
(TO BE ABAND.)
(SEE SPECS.)
6'-0"
PROPOSED 18" R.C. SEWER
PROPOSED C.I. F.A.I
& TRAP (TYP.)
RECONNECT C.I. TRAP TO
EXIST. LATERAL (2% MIN.
SLOPE. 1:1 MAX. SLOPE)
S E C T I O N A - A
4' -0
(TO BE ABAND.)
(TO BE ABAND.)
4' -0
(SEE SPECS.)
8" DUCTILE IRON WATER MAIN
(SEE SHEET W-1)
6' -0
" 6' -0
PROPOSED 18" R.C. SEWER
PROPOSED TRANSITION MANHOLE
INV. EL. + 91.22
MH# C17-008855
PROPOSED MANHOLE
INV. EL. + 94.10
MH# C17-U008860
12" V.C. VENT
6' -0
RECONNECT 12" V.C. VENT
(RECONNECT)
COLLAR & CUT OFF WALL
INV. EL. +91.18
(SEE SPECS.)
S. CONESTOGA STREET
N. CONESTOGA ST.
LU
D
LO
W
S T.
M A
R K
ET
S
T.
(S
.R . 3
0)
C
O
LOUIS A. RODRIGUEZ
A
No. 049602-E
P
N
N
E
V
LY
S
ENGINEER
A
I
N
A
PROFESSIONAL
E
N
O
REGISTERED
M
M
W
L
F
O
H
T
FINAL DESIGN ONE CALL:
20261973030 20261973031 20261973032
(SEE SPECS.)
18" R.C. SEWER
GRADE = 1.24 FT. PER 100 FT.
TRANSITION MANHOLE
INV. EL. +90.23
MANHOLE
INV. EL. +93.20
CONC. COLLAR
MATCH INV.
EL. +90.20
CONC. CUT OFF WALL
CONC. COLLAR
MATCH INV.
RECONNECT 12" V.C. VENT
(RECONNECT)
12" V.C. VENT
18"x15" WYE
PROP. 8" D.I. WATER MAIN, 4'-0" COV.
(TO BE ABAND.)
4'-0"
S E C T I O N B - B
6'-0"
PROPOSED 18" R.C. SEWER
PROPOSED C.I. F.A.I
& TRAP (TYP.)
RECONNECT C.I. TRAP TO
EXIST. LATERAL (2% MIN.
SLOPE. 1:1 MAX. SLOPE)
4' -0
4' -0
4' -0
(TO BE ABAND.)
(TO BE ABAND.)
4' -0
(TO BE ABAND.)
(TO BE ABAND.)
(SEE SPECS.)
(SEE SPECS.)
(SEE SPECS.)
(SEE SPECS.)
I I I I I I I I I I I
I I
I
I I
I
I I
I
IIIIIIIIII
S. SICKELS STREET
LU
D
LO
W
S T.
I I
I
II
I I
I I
I I
I I
I
IIIIIIIIII
II
IIIIIIIIIIIIIIII
I I
I I I
I
IIIIII
I
I I
I I I
I
I I
I I
I
I I I I I I I I I I I
I I
I I
I I
I I
I
II
I I I
II
IIII
I I
I
I
M A
R K
ET
S
T.
(S
.R . 3
0)
IIII
I I I I I I I I I I I I I I I I I I I I I I
8" DUCTILE IRON WATER MAIN
(SEE SHEET W-2)
6' -0
PROPOSED 18" R.C. SEWER
PROPOSED TRANSITION MANHOLE
INV. EL. +90.23
MH# C17-008845
PROPOSED MANHOLE
INV. EL. +93.20
MH# C17-U008850
6' -0
RECONNECT 12" V.C. VENT
MATCH INV.
COLLAR & CUT OFF WALL
INV. EL. +90.20
(RECONNECT)
12" V.C. VENT
C O
LOUIS A. RODRIGUEZ
A
No. 049602-E P
NNE
VLYS
ENGINEER
AIN
A
PROFESSIONAL
ENO
REGISTEREDM
M W L
F O
HT
FINAL DESIGN ONE CALL:
20261973012 20261973013 20261973014
8" DUCTILE IRON WATER MAIN
(SEE SHEET W-3)
6' -0
6' -0
PROPOSED 18" R.C. SEWER
PROPOSED MANHOLE
INV. EL. +95.26
MH# C17-007065
CONC. COLLAR
INV. EL. +93.50
PROPOSED 18" R.C. SEWER
7'-0"
8' -6
15'-6"
(TO BE ABAND.)
(TO BE ABAND.)
6'-10"
8' -6
N. RUBY STREET
M A
R K
ET
S
T.
(S
.R . 3
0)
18" R.C. SEWER
GRADE = 0.77 FT. PER 100 FT.
CONC. COLLAR
INV. EL. +93.50
18"x15" WYE
CONC. COLLAR
INV. EL. +92.28
CONC. COLLAR MATCH INV.
MANHOLE
INV. EL. +95.26
MANHOLE
INV. EL. +97.38
TRANSITION
MANHOLE
INV. EL. +92.30
CONC. CUT OFF WALL
GRADE = 1.03 FT.
PER 100 FT.
18" R.C. SEWER
RECONNECT 12 " V.C. VENT
12 " V.C. VENT
(RECONNECT)
18"x15" WYE
PROP. 6" D.I. WATER
(TO BE ABAND.)
6'-0"
PROPOSED 18" R.C. SEWER
PROP. 8" D.I. WATER
MAIN, 4'-0" COV.
8'-6"
(TO BE ABAND.)
S E C T I O N C - C
M A
TC
H
L
S
H
EE
T S
-4
A R
C H
S T.
M A
TC
H
L
S H
EE
T
S -4
Z Z
Z Z
PROPOSED 18"
R.C. SEWER
CONC. COLLAR
MATCH INVERT
CONC. COLLAR &
CUT OFF WALL
MATCH INV.
EL. +92.28
PROPOSED TRANSITION
MANHOLE
INV. EL. +92.30
MH# C17-009282
PROPOSED MANHOLE
INV. EL. +97.38
MH# C17-U007070
(RECONNECT)
C
O
LOUIS A. RODRIGUEZ
A
No. 049602-E
P
N
N
E
V
LY
S
ENGINEER
A
I
N
A
PROFESSIONAL
E
N
O
REGISTERED
M
M
W
L
F
O
H
T
FINAL DESIGN ONE CALL:
20261973050
8" DUCTILE IRON WATER MAIN
(SEE SHEET W-4)
7' -0
7' -0
PROPOSED MANHOLE
INV. EL. +95.03
MH# C17-009285
PROPOSED MANHOLE
INV. EL. +97.62
MH# C17-U009288
PROPOSED 18" R.C. SEWER
12" V.C. VENT
MATCH INV.
CONC. COLLAR
MATCH INV.
(RECONNECT)
6' -1
0"
6' -1
0"
(TO BE ABAND.)
(TO BE ABAND.)
(TO BE ABAND.)
N. RUBY STREET
R A
C E
ST
A R
C H
ST.
18" R.C. SEWER
GRADE = 1.03 FT. PER 100 FT.
CONC. COLLAR
MATCH INV.
MANHOLE
INV. EL. +95.03
MANHOLE
INV. EL. +97.62
12" V.C. VENT
RECONNECT 12 " V.C. VENT
(RECONNECT)
18"x15" WYE
7'-0"
PROPOSED 18" R.C. SEWER
PROP. 8" D.I. WATER MAIN, 4'-0" COV.
6'-10"
(TO BE ABAND.)
S E C T I O N D - D
M A
TC
H
L
S H
EE
T
S -3
M A
TC
H
L
S H
EE
T
S -3
Z Z
Z Z
C
O
LOUIS A. RODRIGUEZ
A
No. 049602-E
P
N
N
E
V
LY
S
ENGINEER
A
I
N
A
PROFESSIONAL
E
N
O
REGISTERED
M
M
W
L
F
O
H
T
FINAL DESIGN ONE CALL:
20261973050
5' -6
10'-6"
MANHOLE
INV. EL. +92.09
MH# S50-008590
PROPOSED 18" R.C. SEWER
MODIFIED
SADDLE
CONNECTION
(SEE DETAIL,
THIS SHEET)
5'-0" 5' -0
15'-6"
(TO BE ABAND.)
R A
C E
ST
18" R.C. SEWER
GRADE = 0.78 FT. PER 100 FT. 18" R.C. SEWER
GRADE = 1.02 FT. PER 100 FT.
CONC. COLLAR
MATCH INVERTS
INV. EL. +94.68
CONC. COLLAR
MATCH INVERTS
INV. EL. +92.06
18"x15" WYE
(TO BE SUPPORTED AND
PROTECTED. SEE SPECS.)
TRANSITION MANHOLE
INV. EL. +92.09
SUMMIT MANHOLE
INV. EL. +95.90
TRANSITION MANHOLE
INV. EL. +94.71
CONC. CUT OFF WALL
CONC. CUT OFF WALL
MANHOLE
INV. EL. +94.00
8" DUCTILE IRON WATER MAIN
(SEE SHEET W-7)
PROPOSED TRANSITION
MANHOLE
INV. EL. +92.09(TO BE ABAND.)
COV.
R A
C E
ST
N. LINDENWOOD STREET
PROPOSED 18" R.C. SEWER
PROPOSED SUMMIT MANHOLE
INV. EL. +95.90
MH# S50-U008600
PROPOSED MANHOLE
INV. EL. +94.00
MH# S50-008595
(TO BE ABAND.)
(TO BE ABAND.)
PROPOSED 18" R.C. SEWER
5'-6"
PROPOSED 18" R.C. SEWER
PROPOSED C.I. F.A.I
& TRAP (TYP.)
RECONNECT C.I. TRAP TO
EXIST. LATERAL (2% MIN.
SLOPE. 1:1 MAX. SLOPE)
5'-0"
PROP. 8" D.I. WATER
MAIN, 4'-0" COV.
(TO BE ABAND.)
S E C T I O N H - H
A R
C H
S T.
CONC. COLLAR & CUTOFF WALL
INV. EL. +92.06
PROPOSED TRANSITION MANHOLE
INV. EL. +94.71
MH# S50-008603
CONC. COLLAR & CUT OFF WALL
INV. EL. +94.68
F L O
W
C
O
LOUIS A. RODRIGUEZ
A
No. 049602-E
P
N
N
E
V
LY
S
ENGINEER
A
I
N
A
PROFESSIONAL
E
N
O
REGISTERED
M
M
W
L
F
O
H
T
INLET LATERAL CONNECTION TO
MATCH EXIST. MANHOLE INVERT
FINAL DESIGN ONE CALL:
20261973062 20261973063 20261973064
File details come from the government source that posted it. Updated .