ATTACHMENT 6 - Drawings 2 of 6 - Civil-Landscaping.pdf
PDF 16 MB Posted
- Attached to
- Y1DZ--Construct CLC Cottage (Minor) - Sioux Falls Federal contract opportunity
- Solicitation number
- 36C77621B0016
About this file
This attachment provides drawings for a federal construction contract solicitation issued by the Department of Veterans Affairs Technology Acquisition Center Austin. The solicitation seeks a contractor to completely prepare the site and construct an 11,115 square foot Hospice Cottage located on the north side of the Sioux Falls VA Medical Center. The scope of work includes demolition and removal of existing structures, as well as furnishing all labor and materials to build the new cottage in accordance with the attached drawings and specifications.
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Text version
CONSULTANTS: ARCHITECT/ENGINEERS:
on e ei gh th in ch o ne fo ot
B
A
C
D
E
F th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321 e ei gh th in ch o ne fo ot
B
A
C
D
E
F th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B e ei gh th in ch o ne fo ot
B
A
C
D
E
F th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B e ei gh th in ch o ne fo ot
B
A
C
D
E
F th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B e ei gh th in ch o ne fo ot
B
A
C
D
E
F th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B e ei gh th in ch o ne fo ot
B
A
C
D
E
F th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B e ei gh th in ch o ne fo ot
B
A
C
D
E
F th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
J
J
CONSULTANTS: ARCHITECT/ENGINEERS:
on e ei gh th in ch o ne fo ot
B
A
C
D
E
F th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B e ei gh th in ch o ne fo ot
B
A
C
D
E
F th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
NOTES:
A. FABRICATE SIGNS THAT COMPLY WITH VA SIGNAGE DESIGN GUIDE.
B. NON-ILLUMINATED SINGLE POST SIGN:
1. PROVIDE SIGN CONSTRUCTED OF AN EXTRUDED ALUMINUM SQUARE
POST WITH ALUMINUM PLATE SIGN PANEL.
2. SIGN PANEL: 3.2 MM (0.125 INCH) ALUMINUM PLATE. MECHANICALLY
FASTEN PANEL TO SUPPORT POST WITH TAMPER RESISTANT
FASTENERS.
3. POSTS: ALUMINUM, MINIMUM 3.2 MM (0.125 INCH) WALL THICKNESS.
POST CAPS: WELDED OR MECHANICALLY ATTACHED WITH CONCEALED
FASTENERS.
1 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER. WEIR HEIGHT
CANNOT EXCEED 84" DUE TO MANUFACTURING AND SHIPPING
RESTRICTIONS.
2 - WEIR MANUFACTURED TO MINIMIZE LOSS OF OUTLET PIPE OPEN
AREA SEE DRAWING NO. 7004-110-058 FOR DETAILS.
3 - ORIFICE HOLES AND SLOTS AVAILABLE AS REQUIRED BY ENGINEER
DESIGN AND PERMITTED BY MANUFACTURING RESTRICTIONS.
4 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO
DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.
7001-110-012.
5 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM
TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL
WALL), N-12 HP, & PVC SEWER (4" - 24").
6 - FRAMES, GRATES, COVERS, HOODS, & BASE PLATES SHALL BE
DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
(4) ADAPTER ANGLES
VARIABLE 0° - 360°
ACCORDING TO PLANS
(6) INTEGRATED DUCTILE IRON
FRAME & SOLID COVER
TO MATCH BASIN O.D.
NYLOPLAST DRAIN BASIN WITH WEIR
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
12" INLET PIPE INTO OUTLET STRUCTURE
12" INLET PIPE
6" UNDERDRAIN PIPE
18"
OUTLET
PIPE
(2)
TOP VIEW W/ FRAME &
COVER REMOVED
(1) OUTLET WEIR
30" DRAIN BASIN BODY
30" FRAME & SOLID COVER
RIM ELEV: 1491.56
SIDE SECTION VIEW 1" ORIFICE HOLE
I.E.: 1485.00
12" INLET PIPE
I.E.: 1486.11
6" ORIFICE HOLE
I.E.: 1487.00
6" UNDERDRAIN PIPE
I.E.: 1485.00
TOP OF WEIR
ELEV: 1490.00
(6) VARIOUS TYPES OF INLET & OUTLET ADAPTERS
AVAILABLE: 4" - 30" FOR CORRUGATED HDPE
(ADS N-12/HANCOR DUAL WALL, ADS/HANCOR
SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905,
CORRUGATED & RIBBED PVC
SIDE SECTIO
N VIEW
SEE BELO
W
6" UNDERDRAIN PIPE
18" OUTLET PIPE
CONSULTANTS: ARCHITECT/ENGINEERS:
on e ei gh th in ch o ne fo ot
B
A
C
D
E
F th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B e ei gh th in ch o ne fo ot
B
A
C
D
E
F th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B e ei gh th in ch o ne fo ot
B
A
C
D
E
F th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B e ei gh th in ch o ne fo ot
B
A
C
D
E
F th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B e ei gh th in ch o ne fo ot
B
A
C
D
E
F th re e in ch es o ne fo ot 6"
6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot
6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r i nc h on e fo ot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
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