Drawings CS103_CU105_CU201_CU102_CU103_AMDT 0004.pdf
PDF 4 MB Posted
- Attached to
- Dexter Adult Fish Facility Upgrades
- Solicitation number
- W9127N23R0005
About this file
This solicitation is for the Dexter Adult Fish Facility Upgrades project. The project will improve, replace, and add features to the Dexter Fish Facility to meet criteria approved by the National Marine Fisheries Service and requirements in the Service's 2008 Biological Opinion on the Corps' Willamette Valley Project. The estimated construction value is between $25-100 million. The period of performance is from March 2023 to November 2026. The North American Industry Classification System code for this work is 237990 for other heavy and civil engineering construction, with a small business size standard of $39.5 million. The solicitation will utilize an unrestricted, full and open competition with a 10% price evaluation preference for HUBZone small businesses as required. The solicitation is issued by the Department of the Army Corps of Engineers Engineering District Portland.
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Text version
0+001+00
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IDENTIFICATION
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US Army Corps of Engineers ®
SHEET OF
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CU102
0 0
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A M
D T
-1
3-
D
R M
PORTLAND DISTRICT
U .S
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M Y
C O
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UTILITY PLAN - ENLARGED VIEW 1
010' 10'
N
MATCH LINE
CU103
M
AT
C H
L
IN
E C
U
EXISTING JUVENILE CONC. POND
PARKING
AREA
ACCESS ROAD
MAINTENANCE
AND OFFICE
BUILDING
FF=658.40
MECHANICAL
AND ELECTRICAL
BUILDING
FF=660.50
ROOF DRAIN
IE=658.09
ROOF DRAIN
IE=657.29
ROOF DRAIN
IE=658.83
RAIN GARDEN A
SEE CU103
ROOF DRAIN
IE=658.02
CURB OUTLET
IE=657.78
CURB OUTLETS
IE=657.14
40 LF - 3" PVC
S=2.00%
25 LF - 3" PVC
S=1.00%
40 LF - 3" PVC
S=2.00%
15 LF - 3" PVC
S=1.00%
FD IE=657.29
ROOF DRAIN
IE=659.50
FD IE=658.50
DITCH INLET 1
PER ODOT RD370
RIM=657.50
IE OUT=653.50
44 LF - 8" HDPE
S=2.27%
CONNECT TO DRAIN CHANNEL
STA 0+00 (ST1)
N: 831561.1 E: 4313230.4
IE OUT=650.08
REFER TO SHEET SN102
CONNECTION TO
WATER RETENTION STRUCTURE
REFER TO SHEET MO518
IE OUT=652.50
28 LF - 18" HDPE
SLOPE=1.79%
SDMH-1 (60" BASE)
PER ODOT RD346
STA 0+30.02 (ST1)
CLEANOUT
IE=657.28
OUTFALLS
IE=658.00
18 LF - 3" PVC
S=2.78%
17 LF - 3" PVC
S=1.00%
ROOF DRAIN
IE=658.17
ROOF DRAIN
IE=659.50
EXISTING JUVENILE CONC. POND
POST SORT POOLS
CONNECT DOWNSPOUTS
TO ROOF DRAIN
96 LF - 4" HDPE
S=1.00% CLEANOUT
RIM=6" ABOVE FG
IE=656.32
90° BEND
IE: 659.19
ROOF DRAIN
IE: 659.28
OUTFALLS
IE: 658.00
CONNECTION TO
DRAIN CHANNEL
REFER TO SHEET SN102
IE: 652.60
4 LF - 3" PVC
S=3.00%
48 LF - 3" PVC
S=2.50%
CONNECT TO EXISTING
1500 GAL SEPTIC TANK
IE=652.00
(SEE NOTE 1)
34 LF - 6" PVC
S=2.50%
OIL/WATER SEPARATOR
RIM=657.33
IE IN=653.18
IE OUT=653.08
IE=652.84
51 LF - 4" PVC
S=3.00%
PROVIDE SANITARY CONNECTION TO
TRENCH DRAIN
IE=654.18
REFER TO MECHANICAL
SSCO 1
RIM=657.32
IE IN=654.31
IE OUT=654.21
PROVIDE SANITARY SEWER CONNECTION TO BUILDING
IE=654.67
REFER TO MECHANICAL FOR CONTINUATION
59 LF - 4" PVC
S=3.00%
IE=656.26
38 LF - 4" PVC
S=3.00%
SSCO 2
RIM=658.51
IE IN=655.23
IE OUT=655.13
FIRE HYDRANT PER
ODOT STD DWG RD254
STA 1+81
OFF 16.44 L
DOMESTIC CONNECTION
TO EXISTING
RESIDENCE- REFER TO
MECHANICAL
90° BEND
1.5" PVC
45° BEND
1.5" PVC
90° BEND
1.5" PVC
45° BEND
2.5" PVC
22-1/2° BEND
2" PVC
6 LF
1.5" PVC
72 LF
1.5" PVC
21 LF
2" PVC
8 LF
1.5" PVC
54 LF
2.5" PVC
DOMESTIC CONNECTION
TO BUILDING- REFER TO
MECHANICAL
4X6 WYE
IE=652.70
4X4 WYE
IE=653.12
IE=653.94
8 LF - 4" PVC
S=3.00%
12 LF - 4" PVC
S=3.00%
29 LF - 4" PVC
S=3.00%
10 LF - 6" PVC
S=3.00%
SSCO 2
RIM=660.05
IE IN=656.56
IE OUT=656.46
2.5 X 2 X 1.5 TEE
45° BEND
PVC
RAIN GARDEN B
BOTTOM=657.00
TOP=658.00
VOLUME PROVIDED= 324 CF
DAYLIGHT RETAINING WALL
FOUNDATION DRAIN
18 LF - 3" PVC
S=1.00% IE=658.18
34 LF - 3" HDPE
S=3.91%
29 LF - 3" PVC
S=4.59%
FIRE HYDRANT
HOSE HOUSE
NOTES:
1. SEE INFORMATIONAL DRAWINGS "DEXTER POND FACILITY SEPTIC SYSTEM UPGRADE" AND
"DRAINFIELD PLOT PLAN".
2" METER, VALVE,
BOX AND COVER
PER ODOT RD274
13 LF 2" PVC
1.5" METER, VALVE,
BOX AND COVER
PER ODOT RD274
DISCHARGE CORNER
DOWNSPOUT TO
SWALE
SDMH-2
60" BASE PER ODOT RD346
STA 1+54.42 (ST1)
STORM ALIGNMENT ST1
SEE PROFILE CU201
ROCK OUTFALL
SEE CU502, DETAIL 5
(TYP)
DISCHARGE
ANESTHETIC TANK
TO OUTFALL
22-1/2° BEND
2.5" PVC
49 LF
2.5" PVC
25 LF
2.5" PVC
FD IE=652.20
AutoCAD SHX Text Y=831517.8111 X=4313202.7883 Z=654.6182
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text
ICV
AutoCAD SHX Text
ICV
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text
BORDER VERSION UPDATE [06-2016]
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PORTLAND DISTRICT
U .S
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UTILITY PLAN - ENLARGED VIEW 2
010' 10'
N
MATCH LINE
CU102
M
AT
C H
L
IN
E C
U
EXISTING JUVENILE CONC. POND
MIDDLE FORK WILLAMETTE RIVER
BOAT RAMP ACCESS
GARAGE
G R
EE
N
H O
U
SE
R
ES
ID
EN
C E
DITCH INLET 2
PER ODOT RD370
RIM=652.76
IE OUT=650.00 (W)
18 LF - 8" HDPE
S=8.33%
CONNECTION TO OUTFALL
STRUCTURE
STA 3+50.51 (ST1)
RAIN GARDEN A
BOTTOM=651.00
TOP=654.00
VOLUME PROVIDED= 1630 CF
END ALIGNMENT ST1
STA 4+00
N: 831391.98 E: 4312970.02
STORM ALIGNMENT ST1
SEE PROFILE CU201
SDMH-3
60" BASE PER ODOT RD346
STA 2+87.31 (ST1)
AutoCAD SHX Text E
L3
2+05
0+00
0+50
1+
1+
2+00
C1
C2
L1
L2
F20
F21
F20
F21
F22
F5
F7
F8
F9
F10
F11
F12
F13
F14
F15
F16
F17F18F19
F6
F22
F20
F21
F22
CURVE TABLE
CURVE #
C1
C2
RADIUS
40.00'
70.00'
LENGTH
67.01'
68.05'
CHORD LENGTH
59.45'
65.40'
CHORD DIRECTION
S2° 18' 19.20"W
S78° 08' 48.47"W
START POINT
(4313687.64,831353.31)
(4313665.33,831277.38)
END POINT
(4313685.25,831293.91)
(4313601.33,831263.95)
LINE TABLE
LINE #
L1
L2
L3
LENGTH
40.01'
25.88'
3.58'
DIRECTION
S45° 41' 17.40"E
S50° 17' 55.80"W
N74° 00' 18.87"W
START POINT
(4313659.01,831381.26)
(4313685.25,831293.91)
(4313601.33,831263.95)
END POINT
(4313687.64,831353.31)
(4313665.33,831277.38)
(4313597.89,831264.93)
FENCE TABLE
KEY
F1
F2
F3
F4
F5
F6
F7
F8
F9
F10
F11
F12
F13
F14
NORTHING
831684.03
831759.07
831719.13
831549.90
831511.50
831417.92
831402.17
831383.60
831345.99
831301.61
831286.22
831294.43
831294.32
831309.70
EASTING
4313088.40
4313144.79
4313200.96
4313431.60
4313478.30
4313599.13
4313621.08
4313642.90
4313680.82
4313678.86
4313691.64
4313701.53
4313724.53
4313740.26
FENCE TABLE
KEY
F15
F16
F17
F18
F19
F20
F21
F22
F23
F24
F25
F26
NORTHING
831311.77
831250.34
831241.01
831243.99
831248.42
831257.95
831267.54
831253.50
831430.80
831458.68
831471.39
831483.84
EASTING
4313742.37
4313714.48
4313711.40
4313705.35
4313700.26
4313692.36
4313684.53
4313668.33
4313064.98
4312964.68
4312967.60
4312970.43
G 2E
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PORTLAND DISTRICT
U .S
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020' 20'
WRIGHT LANE
EXISTING JUVENILE AC POND
PRE-SORT POOLS
N
ENLARGED PAVEMENT PLAN - EAST
DIFFUSION CHAMBER
SUBSTATION
PO
W
ER
H
O U
SE
MIDDLE WILLAMETTE RIVER
FISH LADDER
CONNECT TO
EXISTING FENCE
CONNECTGATE TO
EXISTING FENCE
EXISTING SIGN
"NO WATER ACCESS"
RELOCATE EXISTING SIGN
(FISH INFO)
EXISTING SIGN
"DEXTER SALMON
HOLDING PONDS"
CONNECT TO
EXISTING FENCE
FISH CROSSING ROAD ALIGNMENT
FI
SH
C
RO
SS
IN
G
RO
AD
FISH FACILITY SLIDE GATE
15' OPENING
FACILITY SIGN ON GATE
POWERHOUSE SLIDE GATE
15' OPENING
GATE IN OPEN
POSITION GATE IN OPEN
POSITION
B
CS501
BEGIN FISH CROSSING ROAD
0+30.00
END FISH CROSSING ROAD
2+15.00
EXISTING SIGN
"NO WATER ACCESS"
BEGIN WALKWAY AT STAIRS
INSTALL RIPRAP IN
EXCAVATED AREA UP
TO TOP OF BANK
5'
STAIRWAY PER
ODOT RD120
EXTEND CURB TO EXISTING
JUVENILE POND CURB
END FENCE AT DIFFUSION
CHAMBER WALL
BEGIN CURB
CURB OPENING AT LOW POINT.
SEE CITY OF PORTLAND DETAIL P-300
BEGIN CURB
CONNECT CURB TO
BRIDGE CURB (TYP)
END CURB
16'
WALKWAY (TYP)
PROVIDE BREAK IN
CURB FOR FENCE (TYP)
NOTES:
1. SEE CG SHEETS FOR PAVEMENT COORDINATES OUTSIDE OF FISH CROSSING ROAD
ALIGNMENT.
INSTALL RIPRAP IN
EXCAVATED AREA UP
TO TOP OF BANK
ROCK OUTFALLS (TYP)
PER DETAIL 5, CU502
ROCK OUTFALLS (TYP)
PER DETAIL 3, CU502
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UTILITY PLAN - ENLARGED VIEW 4
010' 10'
NOTES:
1. DOMESTIC WATERLINE CONNECTION FOR FISH FACILITY IS UNKNOWN AT THIS TIME. BASED
ON INFORMATIONAL DRAWINGS AND OPERATIONS RESEARCH. THE DOMESTIC WATERLINE
APPEARS TO TRAVEL FROM WELL, TO THE POWERHOUSE FOR TREATMENT AND PRESSURE,
AND THEN TO THE FISH FACILITY IN THE SAME TRENCH AS THE EXISTING FWS PIPE. WHEN
CONTRACTOR REMOVES EXISTING DOMESTIC WATERLINE (IN SAME TRENCH AS EXISTING
FWS), CONTRACTOR SHALL VERIFY PRECISE CONNECTION POINT OF THE DOMESTIC
WATERLINE AT THE POWERHOUSE AND NOTIFY COR BEFORE BEGINNING DOMESTIC
WATERLINE INSTALLATION. SEE INFORMATIONAL DRAWINGS DX-9-110-23 "WATER WELL AND
DETAILS", DX-18-1/2 "EXCAVATION AND EMBANKMENT", DX-113-8 "MECHANICAL, RAW AND
TREATED WATER PIPING, PLANS AND SECTIONS", DX-113-9 "MECHANICAL, WATER TREAMENT
ROOM, EQUIPMENT AND PIPING".
N
M
AT
C H
L
IN
E C
U
SDMH-5
ODOT RD335 WITH
STD MANHOLE GRATE
RIM=654.80
IE IN=652.83 (N)
IE IN=652.30 (NE)
IE OUT=652.10 (SE)
SDMH-4
ODOT RD335 WITH
STD MANHOLE GRATE
RIM=655.61
IE IN=653.78 (W)
IE OUT=652.83 (SW)
OUTFALL
IE =650.82
CONNECT TO
EXISTING STORM VAULT
RIM=667.00
IE IN=660.74 (N)
IE OUT=660.54 (S)
31.23 LF - 18" HDPE
S=2.00%
13.53 LF - 18" HDPE
S=2.00%
45° BEND
2.5" PVC
102 LF
2.5" PVC
45° BEND
2.5" PVC
45° BEND
2.5" PVC
53 LF
2.5" PVC
121 LF
2.5" PVC
CONNECT TO
EXISTING WATER
LINE (SEE NOTE 1)
EXISTING WELL
EXISTING WATERLINE
TO POWERHOUSE
PROPOSED DOMESTIC
WATER LINE - REFER TO
DETAIL 2 SHEET CU501
RAIN GARDEN D
BOTTOM=654.00
TOP=655.00
VOLUME PROVIDED= 500 CF
X
OUTFALL
IE=660.35
66.93 LF - 18" HDPE
S=2.00%
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IDENTIFICATION
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US Army Corps of Engineers ®
SHEET OF
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EXAGGERATION: H1:V5
ST1 - PROFILE
020' 20'
CONNECTION TO
DRAIN CHANNEL
SEE SHEET SN102
IE=650.08
SDMH-1
STA 0+30.02
RIM=657.86
30" IE IN=649.00 (E)
18" IE IN=652.00 (S)
8" IE IN=652.50 (NE)
4" IE IN=651.50 (SE)
30" IE OUT=648.80 (W)
SDMH-2
STA 1+54.42
RIM=655.24
30" IE IN=647.55 (E)
30" IE OUT=647.35 (SW)
SDMH-3
STA 2+87.31
RIM=654.50
30" IE IN=646.02 (NE)
8" IE IN=648.50 (E)
30" IE OUT=645.82 (SW)
CONNECTION TO
OUTFALL STRUCTURE
SEE SHEET SQ301
STA 3+50.51
IE=638.08
STA 1+90
EXISTING SANITARY
SEWER FORCE MAIN
CROSSING
STA 1+86
EXISTING WATER
LINE CROSSING
FG
EG
124.40 LF
30" HDPE PIPE
S=1.00%
132.97 LF
30" HDPE PIPE
S=1.00%
63.19 LF
30" HDPE PIPE
S=12.25%
STA 0+39
IE=654.61
2" WATER
CROSSINGSTA 1+04
IE=652.90
4" SEWER
CROSSING
STA 1+00
IE=652.91
6" SEWER
CROSSING
30.02 LF
30" HDPE PIPE
S=3.60%
EXAGGERATION: H1:V5
ST2 - PROFILE
020' 20'
FG
EG
EXISTING
FISH LADDER
STA 0+49.02
IE=650.90
48" FWS PIPE
STA 0+45.92
IE=645.96
36" AWS PIPE
EXISTING STORM VAULT
STA 0+00.00
RIM=667.00
16" IE IN=660.74 (NE)
18" IE OUT=660.54 (SE)
SDMH-4
STA 0+60.32
RIM=655.61
4" IE IN=653.78 (W)
18" IE OUT=652.83 (SW)
SDMH-5
STA 0+91.55
RIM=654.80
4" IE IN=652.83 (N)
18" IE IN=652.30 (NE)
18" IE OUT=652.10 (SE)
OUTFALL
STA 1+58.49
IE=650.82
OUTFALL
STA 0+13.53
IE=660.35
13.53 LF
18" HDPE PIPE
S=2.00%
31.23 LF
18" HDPE PIPE
S=2.00%66.93 LF
18" HDPE PIPE
S=2.00%
| BI_10054527_DXF1.101_CU102_AMDT 0004 |
| Sheets and Views |
| ANSI-F |
| BI_10054527_DXF1.101_CU103_AMDT 0004 |
| Sheets and Views |
| ANSI-F |
| BI_10055646_DXF1.101_CS103_AMDT 0004 |
| Sheets and Views |
| ANSI-F |
| BI_10055646_DXF1.101_CU105_AMDT 0004 |
| Sheets and Views |
| ANSI-F |
| BI_10055646_DXF1.101_CU201_AMDT 0004 |
| Sheets and Views |
| ANSI-F |
File details come from the government source that posted it. Updated .