B08_Attachment_03_140P8422R0007_Plans-Sewer.pdf
PDF 4 MB Posted
- Attached to
- Replace Oak Bottom Water & Sewer, NPS-WHIS Federal contract opportunity
- Solicitation number
- 140P8422R0007
About this file
This solicitation package describes a requirement for the National Park Service at Whiskeytown National Recreation Area to replace the Oak Bottom Water Distribution Systems and Sewer Collection System. The work consists of removing and replacing the existing potable water distribution system and sanitary sewer collection system throughout the Oak Bottom Marina area. The contractor shall provide all labor, equipment, testing and supplies to complete the work per project specifications. The project range is estimated between $1 million and $5 million to be awarded as a firm-fixed price contract. A site visit is scheduled for June 30, 2022 at 11:00am Pacific time, with questions due to the contracting officer.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P8422R0007_Amd_0003.pdf | ||
| B08_Attachment_8_140P8422R0007_Final_Q-A_0003.pdf | ||
| Sol_140P8422R0007_Amd_0002.pdf | ||
| Sol_140P8422R0007_Amd_0001.pdf | ||
| B08_Attachment_7_140P8422R0007_Site_Visit_Notes-Q-A_0001.pdf | ||
| B08_Attachment_6_140P8422R0007_Site_Visit_Sign_In_Sheet_0001.pdf | ||
| B08_Attachment_05_Proposal_Submission_Package.pdf | ||
| B08_Attachment_02_140P8422R0007_Plans-Water.pdf | ||
| B08_Attachment_04_140P8422R0007_Wage_Determination.pdf | ||
| B08_Attachment_01_140P8422R0007_Specifications.pdf | ||
| Sol_140P8422R0007.pdf |
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Text version
Pipe Diameter
(in)
Pipe Diameter
(in)
Pipe Diameter
(in)
ASTM
F 2764
Pipe Diameter
(in)
25'
22'
20'
22'
24'
F-1, F-2, F-3
Not allowed
F-3
F-3
STORM SEWER SANITARY SEWER
Ductile Iron
HDPE
Polypropylene
PVC
OD
TW
Outside diameter of pipe
Trench width at top of pipe:
Min. = OD+18 inches OR 1.25xOD+12 inches (whichever is greater)
Class I Bedding Material
ASTM
F 679
ASTM
F 949
ASTM
F 1803
Corrug.
Exterior
ASTM
D 2680
Closed Profile
Composite (Truss Type)
Class F-1 Bedding
Class F-2 Bedding
Class F-3 Bedding
AASHTO
M 294
37'
40'
40'
40'
40' 40'
40'
40'
40'
40'
27'
29'
30'
31'
38'
40'
40'
40'
40'
40'
40'
40'
40'
9'
9'
9'
9'
8'
8'
8'
8'
F-1, F-2, F-3
F-2, F-3
F-2, F-3
F-2, F-3
FLEXIBLE GRAVITY PIPE
TRENCH BEDDING
W
12"
Sidewalk
Roadway
CLASS A SIDEWALK
4" min.
2" Expansion Joint
W = Sidewalk width as specified in the contract documents.
Target cross slope of 1.5% with a maximum cross slope of 2.0% (including sidewalk through driveway).
Ensure top of curb slopes to street for drainage.
18"
Place bedding and backfill material as required for sewer main.
Service Line Slope:
4 inch: 2% to 5% 6 inch and greater: 1% to 5%
Slope
SANITARY SEWER SERVICE STUB
Standard duty casting complying with AASHTO M 306. Mark lid with ''Sanitary'' or ''Sanitary C.O.''
Do not allow casting to bear on top of riser pipe.
6 inch PVC Service Pipe
Threaded PVC cap or iron body ferrule with brass screw plug
20'' min.
Concrete Pad
Plug
8"
8"
8" 7
8"
SANITARY SEWER CLEANOUT
For additional configurations, maintain a minimum of 12 inches of concrete between vertical edges of pipe openings.
12 inch minimum riser height above all pipe openings.
Location Station
Maximum Pipe Diameter (inches) for 2 Pipes
At 180 Separation
At 90 Separation
Precast Riser Sections
Precast Top
Adjustment Rings
Lowest Flowline
Class I Bedding Material
Flexible Pipe Connection (typ.)
Precast Base with Integral Riser Section
CIRCULAR SANITARY SEWER MANHOLE
If manhole depth exceeds 20 feet, install steps.
Install infiltration barrier.
Manhole Diameter (inches)
33" min.
26" min.
Two-piece fixed casting
Two-piece fixed casting with bolt-down cover
TYPE A
TYPE C
PLAN
TYPICAL SECTION
TYPE B: HMA
TYPE D: HMA
Three-piece floating casting for use in HMA paving
35" min.
TYPICAL SECTION
26" min.
Flange (typ.)Anchor Bolt Hole
2 2
6 15 16"
35 78" min.
Frame Notes:
Size, spacing, and number of lugs and flanges may vary.
Cover Notes:
Roughness pattern and text style may vary.
Minimum one concealed pickhole.
Gasket to seal out debris
CASTINGS FOR
SANITARY SEWER MANHOLES
PLAN
Bolt-Down Cover (Type C)
Anchor Bolt
Three-piece floating casting with bolt-down cover for use in HMA paving
Bolt-Down Cover (Type D)
Gasket Seal
Gasket Seal
Anchor the lower frame of all three-piece castings to the manhole structure. When specified in the contract documents, anchor the frame of two-piece castings to the manhole structure. If casting frame does not include anchor holes or slots, drill four 7/8 inch diameter holes, equally spaced around the frame.
If specified, furnish bolt down frame and cover with four 1/2 inch minimum diameter stainless steel, hex nut, recessed cap screws. Secure cover with screws, washers, and rubber gasket seals.
Casting height varies. Minimum adjustment range of 4 inches.
24" min.
1 12"
24" min. clear opening
| WHIS 179315 Base Drawing-01 COVER |
| WHIS 179315 Base Drawing-G2 |
| WHIS 179315 Base Drawing-G3 |
| WHIS 179315 Base Drawing-C1 |
| WHIS 179315 Base Drawing-C2 |
| WHIS 179315 Base Drawing-C3 |
| WHIS 179315 Base Drawing-C4 |
| WHIS 179315 Base Drawing-C5 |
| WHIS 179315 Base Drawing-C6 |
| WHIS 179315 Base Drawing-C7 |
| WHIS 179315 Base Drawing-C8 |
| WHIS 179315 Base Drawing-D1 |
| WHIS 179315 Base Drawing-D2 |
| WHIS 179315 Base Drawing-D3 |
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