C401-S-1.pdf
PDF 1 MB Posted
- Solicitation number
- 36C26325R0017
About this file
This is a civil engineering drawing showing the Storm Underdrain Plan for a steam tunnel construction project at a VA facility in Des Moines, IA. The drawing details the specifications for an underground drainage system connecting Buildings 9, 10, 11, and 12, with a Future Foundational Services Building at the center of the plan.
The plan specifies installation of 4" perforated PE pipe meeting ASTM D2648 specifications for drain tiles, and 4" PVC SDR 26 pipe meeting ASTM D3034 for non-perforated conveyance pipes below the tunnel floor slab. The system includes multiple cleanouts, bends, and elevation changes, with detailed invert elevations ranging from 907.88 to 884.00. All drain tile is to be wrapped with woven geotextile filter fabric, and the plan includes specific slope gradients and pipe lengths throughout the system. The drawing is part of the 100% Final Bid Documents 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
U S
T U
S T
BUILDING 10
BUILDING 11
BUILDING 9
FUTURE
FOUNDATIONAL
SERVICES
BUILDING
BUILDING
0+00
1+
2+
2+95
FOUNDATIONAL
4" PVC CLEANOUT
RIM = 922.05
INV = 907.88
4" PVC CLEANOUT
RIM = 922.00
INV = 907.88
19 LF 4" PE @ 0.00%
(2) 45° 4" PE BENDS
INV = 907.88
19 LF 4" PE @ 0.00%
DEFLECT 4" PE 3.6 DEGREES HORIZONTAL
INV = 907.88
13 LF 4" PE @ 7.86%
(2) 45° 4" PE BENDS
INV = 906.83
19 LF 4" PE @ 0.00%
VERTICAL 4"-11-1/4° PE BEND
INV = 907.88
25 LF 4" PE @ 13.26%
45° HORIZONTAL/
VERTICAL 4" PE BEND
INV = 903.35
37 LF 4" PVC @ 9.98%
17 LF 4" PE @ 19.64%
9 LF 4" PE @ 1.85%
(2) 45° 4" PE BENDS
INV = 906.66
45° 4" PE BEND
INV = 903.35
21 LF 4" PE @ 14.56%
4" PVC CLEANOUT
RIM=915.45
INV = 900.29
45° 4" PVC BEND
INV = 901.35
17 LF 4" PE @ 7.30%
4" PVC CLEANOUT
RIM = 912.54
INV = 899.05
14 LF 4" PE @ 0.00%
14 LF 4" PE @ 1.86%
(2) 45° 4" PE BENDS
INV = 898.79
84 LF 4" PE @ 11.32%
138 LF 4" PVC @ 10.90%
49 LF 4" PE @ 12.39%
4" PVC CLEANOUT
RIM = 907.83
INV = 892.72
14 LF 4" PE @ 0.00%
18 LF 4" PE @ 7.44%
(2) 45° 4" PE BENDS
INV = 891.12
14 LF 4" PE @ 1.86%
18 LF 4" PE @ 15.89%
45° 4" PE BEND
INV = 888.26
22 LF 4" PE @ 0.00%
(2) 45° 4" PE BENDS
INV = 888.26
24 LF 4" PE @ 0.00%
4" PVC CLEANOUT
RIM=905.49
INV=891.38
59 LF 4" PE @ 3.86%
69 LF 4" PVC @ 6.09%
(2) 45° 4" PE BENDS
INV = 885.98
(2) 45° 4" PVC BENDS
INV = 885.29
29 LF 4" PVC @ 1.93%
11 LF 4" PE @ 11.66% 4" PE 6.7° VERTICAL
DEFLECTION
INV = 885.98
19 LF 4" PE @ 0.00%
4" PVC CLEANOUT
RIM = 895.50
INV = 885.20
5 LF 4" PE @ 0.00%
(2) 45° 4" PE BENDS
INV = 885.20
20 LF 4" PE @ 0.00%
4" PVC CLEANOUT
RIM = 893.00
INV = 885.20
9 LF 4" PE @ 0.00%
45° 4" PVC BEND
INV = 885.20
14 LF 4" PVC @ 1.56%
4"×4" PVC WYE
INV = 884.98
4"×4" PVC WYE
INV = 884.73
2 LF 4" PVC @ 0.80%
EX. 18" CMP
8"×4" PVC REDUCER
60 LF 8" PVC @ 1.22%
8" RCP FES
INV = 884.00
5 CY, CL. 3 RIPRAP
SEE DETAIL 2/SHEET C902
EX. 18" CMP INLET
(2) 45° 4" PE BENDS
INV = 892.72
(2) 45° 4" PE BENDS
INV = 900.29
VOLUNTEER DR
4" PE 2.2° VERTICAL
DEFLECTION
INV = 888.26
4" PE 2° HORIZONTAL
DEFLECTION
INV = 906.55
10 LF 4" PE @ 13.26%
(2) 45° 4" PE BENDS
INV = 900.29
(2) 45° 4" PE BENDS
INV = 899.05
(2) 45° 4" PE BENDS
INV = 891.38
4" PVC CLEANOUT
RIM=905.49
INV=891.38
4" PVC CLEANOUT
RIM=899.05
INV=888.26
(2) 45° 4" PE BENDS
INV = 892.72
(2) 45° 4" PVC BENDS
INV = 891.38
(2) 45° 4" PE BEND
INV = 885.20
4" PVC CLEANOUT
RIM = 911.06
INV = 897.87
48 LF 4" PE @ 11.42%
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
3:
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
- SOUTH
C401-S-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-S-2
FOR UNDERDRAIN
WITHIN VAULT #1
SEE SHEET C401-S-2
FOR UNDERDRAIN
WITHIN VAULT #2
BN
1 REVISION 1 02/07/2025
AutoCAD SHX Text
SMH
AutoCAD SHX Text E
AutoCAD SHX Text
GARY R. JOHNSON 18238
| Sheets and Views |
| TUNNEL STORM UNDERDRAIN PLAN (SOUTH) |
File details come from the government source that posted it. Updated .