C401-N-1.pdf
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- Solicitation number
- 36C26325R0017
About this file
This is a construction drawing showing the storm underdrain plan for a steam tunnel project at a VA facility in Des Moines, IA. The drawing (C401-N-1) details the underground drainage system design with specifications for 4" perforated PE pipe draintile and 4" PVC SDR 26 pipe for non-perforated sections.
The plan includes detailed specifications for pipe layouts, including multiple pipe segments with varying lengths and slopes, cleanouts, and various types of bends (45°, 90°, 22½°, etc.). Key infrastructure elements include connection points to existing 30" RCP storm sewers, rim and invert elevations, and placement of cleanouts. The drawing notes specify that drain tile must have a 12" offset from footing bottoms and be wrapped with woven geotextile filter fabric. The project area encompasses multiple buildings including Building 3, Building 5, and interfaces with Euclid Avenue and Amvet Avenue. The drawing is part of the 100% Final Bid Documents package dated 08/09/2024, prepared by Anderson Engineering of Minnesota, LLC for the VA Office of Construction and Facilities Management.
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Text version
M
PC
M
PC
M
PC
M
PC
M P
C
M
PC
M
PC
M
PC
M
PC
EX. STMH-201
RIM = 902.26
30" INV SW = 884.07 (FIELD VERIFY)
30" INV NE = 884.07 (FIELD VERIFY)
10+00
11+00
12+00
13+00
14+00
15+0015+60
BUILDING
11-1/4° 4" PE VERTICAL BEND
INV = 906.10
4" PVC CLEANOUT
RIM = 914.80
INV = 906.10
11-1/4° 4" PE VERTICAL BEND
INV = 900.63
(2) 45° 4" PE BENDS
INV = 899.79
90° 4" PE BEND
INV = 899.79
(2) 45° 4" PE BENDS
INV = 899.66
(2) 45° 4" PE BENDS
INV = 899.54
11-1/4° VERTICAL 4" PE BEND
INV = 900.63
22½° 4" PE BEND
INV = 898.72
(2) 45° 4" PE BENDS
INV = 898.32
4" PVC CLEANOUT
RIM = 909.99
INV = 899.41
4" PVC CLEANOUT
RIM = 909.91
INV = 899.41
EX. 30" RCP
(2) 45° 4" PE BENDS
INV = 898.72
(2) 45° 4" PE BENDS
INV = 898.62
(2) 45° 4" PE BENDS
INV = 898.72
(2) 45° 4" PE BENDS
INV = 899.06
4" PVC CLEANOUT
RIM = 910.24
INV = 899.38
4" PVC CLEANOUT
RIM = 910.30
INV = 899.42
(2) 45° 4" PE BENDS
INV = 898.88
4" PVC CLEANOUT
RIM=908.72
INV = 898.68
20 LF 4" PVC @ 0.84%
4" PVC CLEANOUT
RIM = 910.19
INV = 897.88
(2) 45° 4" PE BENDS
INV = 897.88
(2) 45° 4" PE BENDS
INV = 898.88
(2) 90° 4" PE BENDS
INV = 898.88
60° 4" PE BEND
INV = 898.05
60° 4" PVC BEND
INV = 896.05
60° 4" PE BEND
INV = 898.05
121 LF 4" PVC @ 1.04
EX. CBMH-202
RIM = 909.27
8" INV N = 890.90
24" INV SW = 888.17 (FIELD VERIFY)
30" INV NE = 887.67 (FIELD VERIFY)
EX. 21" RCP
EX. 24" RCP
EX. 30" RCP
(2) 45° 4" PE
BENDS
INV = 898.68
(2) 45° 4" PE BENDS
INV = 898.85
(2) 45° 4" PE BENDS
INV = 899.47
4 LF 4" PE @ 0.00%
(2) 45° 4" PE BENDS
INV = 899.47
22 LF 4" PE @ 0.00%
4" PVC CLEANOUT
RIM = 911.40
INV = 899.47
4" PVC CLEANOUT
RIM = 911.35
INV = 899.47
(2) 45° 4" PE BENDS
INV = 899.47
16 LF 4" PE @ 0.00%
25 LF 4" PE @ 0.00%
4" PE 1° VERTICAL
DEFLECTION
INV = 899.47
(2) 45° 4" PE BENDS
INV = 898.85
(2) 45° 4" PE BENDS
INV = 898.85
POTENTIAL
FUTURE BUILDING
LOCATION
22½° 4" PE BEND
INV = 906.10
4" PVC CLEANOUT
RIM = 915.00
INV = 906.10
42 LF 4" PE @ 1.48%
24 LF 4" PE @ 0.70%
9 LF 4" PE @ 0.00%
115 LF 4" PE @
1.36%
37 LF 4" PE @ 0.95%
42 LF 4" P
E @ 1.10%
25 LF 4" PE @ 0.00%
16 LF 4" PE @ 0.00%
2 LF 4" PE @ 6.63%
16 LF 4" PE @ 0.00%
10 LF 4" PE @ 0.00%
8 LF 4" PE @ 0.00%
16 LF 4" PE @ 0.00%
20 LF 4" PE
@ 0.00%
16 LF 4" PE @ 1.06%
42 LF 4" PE @ 1.40%
16 LF 4" PE @ 0.00%
9 LF 4" PE @ 0.00%
52 LF 4" PE @
1.54%
19 LF 4" PE @ 1.08%
21 LF 4" PE @ 0.00%
19 LF 4" PE @ 0.00%
34 LF 4" PE @ 1.47%
35 LF 4" PE @ 0.73%
35 LF 4" PE @ 0.97%
14 LF 4" PE @ 0.00%
14 LF 4" PE @ 0.71%
16 LF 4" PE @ 0.00%
16 LF 4" PE @ 0.75%
17 LF 4" PE @ 0.76%
16 LF 4" PE @ 0.00%
25 LF 4" PE @ 3.36%
26 LF 4" PE @ 14.39%
143 LF 4" PVC @ 5.30%
78 LF 4" PE @ 1.24%
(2) 45° 4" PE BENDS
INV = 899.06
5 LF EX. 8" STORM
BUILDING
AMVET AVENUE
BUILDING 5
EUCLID AVE
AMVET AVENUE
BUILDING 3
(2) 45° 4" PE BENDS
INV = 897.88
(2) 45° 4" PE BENDS
INV = 897.88
6 CY CL. 3 RIPRAP
SEE DETAIL 2/SHEET C902
4" PVC CLEANOUT
RIM = 913.67
INV = 902.36
12 LF 4" PE @ 14.39%
45° & 22½° 4" PE BENDS
INV = 906.10
14 LF 4" PE @ 0.73%
4" PVC CLEANOUT
RIM = 910.30
INV = 899.16
75 LF 4" PE @ 2.54%
54 LF 4" PE @ 2.24%
4" PVC CLEANOUT
RIM = 910.02
INV = 899.88
(2) 45° 4" PE BENDS
INV = 898.68
(2) 45° 4" PE BENDS
INV = 897.88
EX. 30" RCP
4" PVC CLEANOUT
RIM = 910.75
INV = 899.02
36 LF 4" PE @ 1.24%
4" PVC CLEANOUT
RIM = 910.22
INV = 898.09
3 LF 4" PE @ 1.40%
38 LF 4" PE @ 14.39%
22½° 4" PE BEND
INV = 898.32
19 LF 4" PE @ 1.16%
25 LF 4" PE @ 1.10%
4" PVC
CLEANOUT
RIM = 909.40
INV = 898.60
(2) 45° 4" PE BENDS
INV = 898.72
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 v ac ih s de s m oi ne s-a e co ns tru ct s te am tu nn el c iv il\ _0 ca d fil es s he et s\
0_ c_ st rm .d w g ed it:
m m ill er s av ed :2
/5 /2
3:
P M p lo t:2 /6
/2
2:
P
M
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseDESIGNER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17270
CONSTRUCT STEAM
TUNNEL
636A6-23-101
SITE
08/09/2024
DES MOINES, IA
LRK
100% FINAL BID
DOCUMENTS
Date:
623 26TH AVENUE
ROCK ISLAND, IL 61201
9555 JAMES AVE S. SUITE 200
BLOOMINGTON, MN 55431
N
0 20' 40'
STORM UNDERDRAIN PLAN
- NORTH
C401-N-1
LEGEND
PROPERTY LIMITS
CONSTRUCTION LIMITS
EXISTING CONCRETE C&G
EXISTING DRAINTILE
EXISTING STORM SEWER
EXISTING CATCH BASIN
EXISTING STORM MANHOLE
PROPOSED DRAINTILE
PROPOSED STORM SEWER
PROPOSED CATCH BASIN
PROPOSED STORM MANHOLE
PROPOSED CLEANOUT
NOTES
1. ALL DRAIN TILE WITH INVERT 12" OFFSET FROM
BOTTOM OF FOOTING TO BE 4" PERFORATED PE
PIPE MEETING ASTM D2648 SPECIFICATIONS
2. ALL NON-PERFORATED CONVEYANCE PIPE TO BE
INSTALLED BELOW TUNNEL FLOOR SLAB AND AT
CONNECTIONS TO STORM SEWER SYSTEMS TO
BE 4" PVC SDR 26 MEETING ASTM D3034.
3. ALL DRAIN TILE TO BE WRAPPED WITH WOVEN
GEOTEXTILE FILTER FABRIC (SEE SPECIFICATION
33 46 13 - FOUNDATION DRAINAGE)
SEE SHEET C401-N-2 FOR
UNDERDRAIN CALLOUTS
AT VAULT #6
SEE SHEET C401-N-2 FOR
UNDERDRAIN CALLOUTS
AT VAULT #5
SEE SHEET C401-N-2 FOR
UNDERDRAIN CALLOUTS
AT VAULT #4
SEE SHEET C401-N-2 FOR
UNDERDRAIN CALLOUTS
AT VAULT #3
BN
1 REVISION 1 02/07/2025
AutoCAD SHX Text
CO
AutoCAD SHX Text
GARY R. JOHNSON 18238
| Sheets and Views |
| TUNNEL STORM UNDERDRAIN PLAN (NORTH) |
File details come from the government source that posted it. Updated .