100295-Concrete_Pipe_Preorder_Plans.pdf
PDF 3 MB Posted
- Attached to
- 100295 - Precast Concrete Storm Pipe and Structures for SW 209th Ave. (Kinnaman Rd. to Alexander St. )
- Solicitation number
- 2021.175-ITQ
- Issued by
- Washington County, Oregon
About this file
The document is a set of construction plans and detailed engineering drawings for a roadway improvement project by the Washington County Department of Land Use & Transportation in Oregon. The project involves constructing storm water infrastructure and roadway improvements along SW 209th Avenue from SW Kinnaman Road to SW Alexander Street, including installing 585 linear feet of 42-inch reinforced concrete storm sewer pipe, constructing five precast concrete storm structures, and related roadway improvements such as curb and gutter, sidewalks, driveways, and mailbox relocations.
The construction notes detail specific storm water construction elements, including manhole and inlet installations at various stations along the project route, with precise elevation and pipe connection specifications. The project involves multiple pipe sizes (10", 12", 21", 36", and 42") and includes detailed storm sewer pipe installation, connection to existing infrastructure, and outfall considerations. The engineering drawings provide comprehensive technical details for contractors, including profile views, construction plans, manhole details, and specific requirements for utility protection and underground utility location prior to ground-disturbing work.
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STREET CONSTRUCTION NOTES
2 Const. P.C. conc. sidewalk
Const. std. conc. curb and gutter1 (For details, see sht. 2B-4)
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CURB RETURN TABLE
POINT C.L. STA. C.L. OFFSET RADIUS DELTA LENGTH
P.C.
Δ
P.T.
Δ
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"209TH" 39+65.23 38.00' Rt
100°12'00" 78.70'
"209TH" 39+83.91
"209TH" 39+99.28
"209TH" 40+08.10
"209TH" 40+08.72
42.36' Rt
54.40' Rt
71.81' Rt
91.32' Rt
(For details, see sht. 2B-5)
Const. sidewalk ramp
Const. std. conc. curb
(For details, see shts. 2B-4)
(For details, see shts. 2B-91 thru 2B-94, & 2B-96)
Const. conc. island
(For details, see shts. 2B-25)
Const. driveway
(3a - "209TH" D23 Sta. 37+30.51, for details, see sht. 2B-57)
(3b - "209TH" D24 Sta. 37+63.71, for details, see sht. 2B-58)
(3c - "209TH" D25 Sta. 38+28.59, for details, see sht. 2B-59)
(3d - "209TH" D26 Sta. 38+33.30, for details, see sht. 2B-60)
(3e - "209TH" D27 Sta. 39+17.95, for details, see sht. 2B-61)
(3f - "209TH" D28 Sta. 39+25.18, for details, see sht. 2B-62)
(3g - "209TH" D29 Sta. 39+67.20, for details, see sht. 2B-63)
(3h - "209TH" D30 Sta. 40+46.30, for details, see sht. 2B-64)
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P.C.
Δ
P.T.
Δ
Δ
"209TH" 40+47.16 46.78' Rt
74°12'00" 52.09'
"209TH" 40+51.02
"209TH" 40+58.04
"209TH" 40+67.51
"209TH" 40+78.51
36.18' Rt
27.35' Rt
21.23' Rt
18.41' Rt
45.0'
35.0'
*Curb return alignment located at front of curb. Sidewalk ramp alignment located at back of curb
CURVE*
STORM WATER CONSTRUCTION NOTES
Sta. 38+40.65, 40.39' Lt.
Construct 48" flat top manhole
Rim Elev. - 215.19
IE In 10" (W) - 211.06
IE In 12" (N) - 210.93
IE Out 12" (E) 210.73
Install 12" storm sewer pipe - 49'
Connect to existing storm sewer
(CWS std. drgs. 020, 030, 050, 100, 110, 120, and 590)
Sta. 38+40.00, 31.00' Lt.
Construct 60" manhole
Rim Elev. - 214.81
IE In 12" (W) - 210.64
IE In 36" (S) - 203.87
IE Out 36" (N) - 203.87
Install 12" storm sewer pipe - 9', S = 1.00%
Install 36" storm sewer pipe - 145'
(CWS std. drgs. 030, 100, 110, 120, 160, 170, 180, 190, 200, 220, 590, and sheet GJ-9)
Sta. 38+98.00, Lt.
Construct CG-48 inlet
Rim Elev. - 214.23
IE Out 12" (S) 211.23
Sump Depth - 18"
(CWS std. drgs. 110, 120, 340, and 590)
Sta. 39+84.00, Lt.
Construct CG-48 inlet
Rim Elev. - 213.65
IE Out 12" (E) - 209.65
Sump Depth - 18"
(CWS std. drgs. 110, 120, 340, and 590)
Sta. 39+64.00, 26.50' Lt.
Construct 72" manhole
Rim Elev. - 213.36
IE In 12" (W) - 209.13
IE In 12" (E) - 209.30
IE In 36" (S) - 203.58
IE Out 36" (N) - 203.58
Install 12" storm sewer pipe - 12'
Install 12" storm sewer pipe - 66'
Install 36" storm sewer pipe - 122'
(CWS std. drgs. 030, 100, 110, 120, 160, 170, 180, 190, 200, 220, 590, and sheet GJ-9)
Sta. 40+67.25, 16.95' Lt.
Construct 96" flat top manhole
Rim Elev. - 214.22
IE In 21" (N) - 210.33
IE In 36" (S) - 203.33
IE Out 42" (E) - 203.33
Install 21" storm sewer pipe - 31'
Install 36" storm sewer pipe - 103'
(CWS std. drgs. 030, 100, 110, 120, 160, 170, 180, 190, 200, 220, 590, and sheet GJ-9)
Sta. 40+98.00, Lt.
Construct CG-48 inlet
Rim Elev. - 214.84
IE out 12" (E) - 211.78
Sump Depth - 18"
(CWS std. drgs. 110, 120, and 340)
Sta. 40+98.00, 15.32' Lt.
Construct 48" flat top manhole
Rim Elev. - 214.62
IE In 12" (W) - 211.66
IE In 21" (N) - 211.00
IE Out 21" (S) - 210.80
Install 12" storm sewer pipe - 12', S = 1.00%
Install 21" storm sewer pipe - 161'
(CWS std. drgs. 020, 030, 050, 100, 110, 120, and 590)
Sta. 38+70.00, Rt.
Construct CG-48 inlet
Rim Elev. - 214.43
IE In 12" (S) - 211.13
IE Out 12" (N) - 210.93
No Sump (Channelized Bottom)
Install 12" storm sewer pipe - 153'
(CWS std. drgs. 110, 120, 340, and 590)
Sta. 39+67.00, Rt.
Construct CG-48 inlet
Rim Elev. - 213.46
IE In 12" (S) - 210.17
IE Out 12" (W) - 209.97
No Sump (Channelized Bottom)
Install 12" storm sewer pipe - 99'
(CWS std. drgs. 100, 110, 120, 350, 370, and 590)
Sta. "Alexander" 10+70.00, 12.50' Lt.
Construct 84" manhole with CG-3 inlet
Rim Elev. - 213.61
IE In 42" (W) - 203.17
IE Out 42" (E) - 203.17
No Sump (Channelized Bottom)
Install 42" storm sewer pipe - 67'
(ODOT std. drgs. RD336, RD345, RD346, RD348, RD372 and sheet GJ-9)
Sta. 37+18.00, Rt.
Construct CG-48 inlet
Rim Elev. - 216.46
IE Out 12" - 212.96
Sump Depth - 18"
(CWS std. drgs. 110, 120, and 340)
Sta. 39+64.00, 38.50' Lt.
Construct 48" flat top manhole
Rim Elev. - 213.66
IE In 10" (W) - 209.45
IE In 12" (N) - 209.45
IE Out 12" (E) - 209.25
Install 12" storm sewer pipe - 20'
Install 10" storm sewer pipe - 29'
(CWS std. drgs. 020, 030, 050, 100, 110, 120, and 590)
Connect storm sewer to existing structure
Sta. 40+61.00, 4.50' Rt.
Sta. 40+59.50, 9.00' Rt.
Sta. 39+65.00, 2.00' Rt.
Sta. 39+65.00, 4.00' Lt.
Construct concrete pipe saddle (4)
(ODOT std. drg. RD306)
(3i - "SW Alexander St" D32 Sta. 11+33.12, for details, see sht. 2B-65)
Install Mailbox
(For details, see shts. 2B-8)
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MattM Rectangle
MattM Highlight Construct 96" flat top manhole
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Extg. R/W
Extg. R/W
Prop. R/W
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20745 SW TV HWY,
OR 97003
Tax Lot: 1S211DA01200
FILE #: 16
3140 SW 209TH AVE,
OR 97003
Tax Lot: 1S211DA01300
FILE #: 17
3000 SW 209TH AVE,
OR 97003
Tax Lot: 1S211DA0220
FILE #: 18
3055 SW 209TH AVE,
OR 97003
Tax Lot: 1S211DA02700
FILE #: 21A
3105 SW 209TH AVE,
OR 97003
Tax Lot: 1S211DA02800
FILE #: 21
20925 SW TV HWY,
OR 97003
Tax Lot: 1S211DA02900
FILE #: 22
20945 SW TV HWY,
OR 97003
Tax Lot: 1S211DA03000
FILE #: 23
Preserve & Protect Existing Inlet.
Prop. P
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Preserve & Protect Existing Inlet.
Prop. PUE
Extg. R/W
SW 209TH AVE
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Relocate Mailbox to
East Side of Road
Relocate
Mailbox to East
Side of Road
Relocate
Mailboxes
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12" - 99'
12" - 153'
12" - 12'
36" - 145'
12" - 49'
21" - 31'
12" - 20'
42" - 67'
36" - 103'
36" - 122'
12" - 9'
12" - 12'
10" - 29'
10" - 23'
SW 209TH AVE
"T" LINE
SW 209TH AVE
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INV CCTG 12" SW
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AutoCAD SHX Text C:\PWWORKING\WEST01\D0304583 CAD: 100295-CONSTRUCTION PLAN.DWG, TAB: 14A PLOT STAMP: 11/9/2021 5:32 PM RSHEEAN100295-CONSTRUCTION PLAN.DWG, TAB: 14A PLOT STAMP: 11/9/2021 5:32 PM RSHEEAN, TAB: 14A PLOT STAMP: 11/9/2021 5:32 PM RSHEEAN14A PLOT STAMP: 11/9/2021 5:32 PM RSHEEAN11/9/2021 5:32 PM RSHEEAN RSHEEANRSHEEAN
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PVI STA = 39+70.96
PVI ELEV = 213.53
K = 58.36
A = 2.57%
LVC = 150.00'
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Sta. 40+98.00, 15.32' Lt.
Rim 214.62
IE In 12" (W) 211.66
IE In 21" (N) 211.00
IE Out 21" (S) 210.80
Sta. 38+90.00, Lt.
Rim 214.23
IE Out 12" (S) 211.23
Sta. 39+84.00, Lt.
Rim 213.65
IE Out 12" (S) 209.65
Sta. 40+67.25, 16.95' Lt.
Rim 214.22
IE In 21" (N) 210.33
IE Out 42" (E) 203.33
IE In 36" (S) 203.33
Sta. 38+40.65, Lt.
Rim 215.19
IE In 12" (N) 210.93
IE In 10" (W) 211.06
IE Out 12" (E) 210.73
Sta. 39+64.00, 38.50' Lt.
Rim 213.66
IE Out 12" (E) 209.25
IE In 12" (N) 209.45
IE In 10" (W) 209.45
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Sta. 38+40.00, 31.00' Lt.
Rim 214.81
IE In 36" (S) 203.87
IE Out 36" (N) 203.87
IE In 12" (W) 210.64
12" - Extg. Sanitary
Sta. 39+64.00, 26.50' Lt.
Rim 213.36
IE In 36" (S) 203.58
IE Out 36" (N) 203.58
IE In 12" (W) 209.13
IE In 12" (E) 209.30
S = 0.24%
36" - 122'
S = 0.24%
36" - 145'
S = 0.24%
36" - 103'
22.5"
Extg. Ground @
Centerline
Subgrade @
Centerline
Profile Grade
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37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 Emb. 365.3 Cu. Yds.
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Horizontal Scale: 1" = 40'
Vertical Scale: 1" = 4'WEST SIDE DRAINAGE
The Contractor shall locate, by potholing, excavating, or boring, the exact locations of all underground utilities located within 24 inches of any ground disturbing work prior to the start of the ground disturbing work. See Section 00150 (Control of
Work) for additional requirements.
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Sta. 10+70.00, Lt.
Rim 213.61
IE In 42" (W) 203.17
IE Out 42" (E) 203.17
8" Sanitary
12" - Extg.
TVWD
S = 0.24%
42" - 67'
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PVI ELEV = 212.90
K = 119.51
A = 0.33%
LVC = 39.91'
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SW ALEXANDER ST PROFILE
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The Contractor shall locate, by potholing, excavating, or boring, the exact locations of all underground utilities located within 24 inches of any ground disturbing work prior to the start of the ground disturbing work. See Section 00150 (Control of
Work) for additional requirements.
AutoCAD SHX Text C:\PWWORKING\WEST01\D0304583 CAD: 100295-CONSTRUCTION PLAN.DWG, TAB: 14A-4 PLOT STAMP: 11/9/2021 5:51 PM RSHEEAN100295-CONSTRUCTION PLAN.DWG, TAB: 14A-4 PLOT STAMP: 11/9/2021 5:51 PM RSHEEAN, TAB: 14A-4 PLOT STAMP: 11/9/2021 5:51 PM RSHEEAN14A-4 PLOT STAMP: 11/9/2021 5:51 PM RSHEEAN11/9/2021 5:51 PM RSHEEAN RSHEEANRSHEEAN
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STORM WATER CONSTRUCTION NOTES
Sta. 14+22.00, Lt.
Construct CG-48 inlet
Rim Elev. - TBD
IE Out 10" (N) - 205.25
Sump Depth - 18"
(CWS std. drgs. 110, 120, 340, and 590)
Sta. 12+21.00, 13.50' Lt.
Construct 84" manhole with CG-3 inlet
Rim Elev. - 210.07
IE In 42" (W) - 202.81
IE Out 42" (E) - 202.81
Install 42" storm sewer pipe - 151'
(ODOT std. drgs. RD336, RD345, RD346, RD348, RD372 and sheet GJ-9)
Sta. 14+22.00, 21.50' Lt.
Construct 96" manhole
Rim Elev. - 209.20
IE In 10" (S) - 204.83
IE In 42" (W) - 202.33
IE Out 42" (E) - 202.33
Install 10" storm sewer pipe - 8'
Install 42" storm sewer pipe - 201'
(CWS std. drgs. 030, 100, 110, 120, 160, 170, 180, 190, 200, 220, 590, and sheet GJ-9)
Sta. 15+23.00, 21.50' Lt.
Construct 96" manhole
Rim Elev. - 208.97
IE In 10" (S) - 204.59
IE In 42" (W) - 202.09
IE Out 42" (E) - 202.09
Install 10" storm sewer pipe - 8'
Install 42" storm sewer pipe - 101'
(CWS std. drgs. 030, 100, 110, 120, 160, 170, 180, 190, 200, 220, 590, and sheet GJ-9)
Sta. 15+53.00, 30.00' Lt.
Construct headwall and outlet protection
Install loose riprap class 100 - 60 CY
Flow Line Elev. - 202.00
Install 42" storm sewer pipe - 31'
(COH std. drg. 420-2, CWS std. drg. 590 and sheets GJ-0 - GJ-1)
Sta. 15+23.00, Lt.
Construct CG-48 inlet
Rim Elev. - TBD
IE Out 10" (N) - 205.01
Sump Depth - 18"
(CWS std. drgs. 110, 120, 340, and 590)
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Paving limit
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Proposed drainage easement
No work area grading boundary
20665 SW ALEXANDER ST
TAX LOT: 1S211DA01500
FILE#28
42" - 151'
42" - 201'
42" - 31'
42" - 101'
10" - 8'
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SW 209TH AVE
"T" LINE
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BARN
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INV CCTG 10" W
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INV CCTG 40" NE
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INV CCTG 40" NE
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INV CCTG 12" E
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1.5' HIGH WALL
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24" CSP
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27" CSP
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FRONTIER CABLE
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INV CCTG 10" W
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INV CCTG 10" E
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INV CMP 24" S15E
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INV CCTG 12" W
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27" CSP
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750 HV
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24" CSP
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8" CSP
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FRONTIER CABLE
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42" CSP
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42" CSP
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10" CSP
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12" CSP
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8" CSP
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8" PVC
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Sta. 14+22.00, 21.50' Lt.
Rim 209.20
IE In 42" (W) 202.33
IE Out 42" (E) 202.33
IE In 10" (S) 204.83
11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00
S = 0.29%
42" - 31'
Sta. 15+23.00, 21.50' Lt.
Rim 208.97
IE In 42" (W) 202.09
IE In 10" (S) 204.59
IE Out 42" (E) 202.09
Sta. 12+21.00, 13.50' Lt.
Rim 210.07
IE In 42" (W) 202.81
IE Out 42" (E) 202.81
24" Sanitary
S = 0.24%
42" - 151'
S = 0.24%
42" - 201'
S = 0.24%
42" - 101'
Sta. 15+53.00, 30.00' Lt.
IE In 42" (W) 202.00
Extg. Ground
@ Centerline
See GJ Sheets for Outfall and Grading Details
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Horizontal Scale: 1" = 40'
Vertical Scale: 1" = 4'
The Contractor shall locate, by potholing, excavating, or boring, the exact locations of all underground utilities located within 24 inches of any ground disturbing work prior to the start of the ground disturbing work. See Section 00150 (Control of
Work) for additional requirements.
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AutoCAD SHX Text C:\PWWORKING\WEST01\D0304583 CAD: 100295-DETAILS-DRAINAGE.DWG, TAB: GJ-9 PLOT STAMP: 11/4/2021 12:49 PM RSHEEAN100295-DETAILS-DRAINAGE.DWG, TAB: GJ-9 PLOT STAMP: 11/4/2021 12:49 PM RSHEEAN, TAB: GJ-9 PLOT STAMP: 11/4/2021 12:49 PM RSHEEANGJ-9 PLOT STAMP: 11/4/2021 12:49 PM RSHEEAN11/4/2021 12:49 PM RSHEEAN RSHEEANRSHEEAN
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File details come from the government source that posted it. Updated .