Att 46 - DLA_OPS_PH II_Civil_C-504.pdf

PDF 426 KB Posted

Attached to
DLA Aviation Operations Center, Phase II, Defense Supply Center Richmond (DSCR) (Amendments: 1, 2, 3, 5, 6, and 7)
Solicitation number
W91235620R2005
Issued by

About this file

This document contains construction drawings and details for a dumpster enclosure and chain link fence to be installed at the Defense Logistics Agency Aviation Operations Center, Phase II project located at the Defense Supply Center Richmond site. Key specifications include concrete dumpster pads with reinforced masonry walls and steel gates; 8-inch diameter steel bollards; and a 10-foot tall chain link fence with 2-inch galvanized mesh. The related solicitation was issued by the Department of the Army Corps of Engineers Norfolk District for construction services under contract number W91235620R2005 and includes amendments 1, 2, 3, 5, 6 and 7. The opportunity involves site work and fencing for DLA's facility expansion at Defense Supply Center Richmond.

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Other files

File Type Posted
DLA Ops Center CLIN Schedule (Rev.2).pdf PDF
W9123620R2005P0007 - Amendment 7.pdf PDF
Attachment 6 - Small Business Participation Plan (Rev.1).pdf PDF
W91236-20-R-2005 Amendment 5 DLA Ops Center.pdf PDF
DLA Ops Center CLIN Schedule Rev1.pdf PDF
Attachment 138 AMEND4_DLA_OPS_PH II-_A-103.pdf PDF
Attachment 156 Amend4_DLA_OPS_PH II_Spec_32 05 33.pdf PDF
Attachment 148 AMEND4_DLA_OPS_PH II_A-507.pdf PDF
Attachment 153 Amend4_DLA_OPS_PH II_Spec_03 36 00.pdf PDF
Attachment 152 Amend4_DLA_OPS_PH II_Spec_01 50 02-00 50 page6.pdf PDF
Attachment 147 AMEND4_DLA_OPS_PH II_A-506.pdf PDF
Attachment 150 AMEND4_DLA_OPS_PH II_A-514.pdf PDF
Attachment 133 2020-07-17_DLA OPS II_CD101.pdf PDF
Attachment 154 Amend4_DLA_OPS_PH II_Spec_08 41 13 page8.pdf PDF
Attachment 151 AMEND4_DLA_OPS_PH II_A-517.pdf PDF
Attachment 140 AMEND4_DLA_OPS_PH II_A-107.pdf PDF
Attachment 136 2020-07-17_DLA OPS II_CG601.pdf PDF
Attachment 144 AMEND4_DLA_OPS_PH II_A-144.pdf PDF
Attachment 143 AMEND4_DLA_OPS_PH II_A-118.pdf PDF
Attachment 132 2020-07-17_DLA OPS II_C-513.pdf PDF
Attachment 134 2020-07-17_DLA OPS II_CG101-CG106.pdf PDF
Attachment 145 AMEND4_DLA_OPS_PH II_A-416.pdf PDF
Attachment 137 2020-07-17_DLA OPS II_CU102-CU103.pdf PDF
W91236-20-R-0005 0006 DLA Ops Center ProjNet.pdf PDF
Attachment 142 AMEND4_DLA_OPS_PH II_A-114.pdf PDF
Attachment 155 Amend4_DLA_OPS_PH II_Spec_08 44 00 page11.pdf PDF
Attachment 146 AMEND4_DLA_OPS_PH II_A-417.pdf PDF
Attachment 149 AMEND4_DLA_OPS_PH II_A-513.pdf PDF
Attachment 141 AMEND4_DLA_OPS_PH II_A-113.pdf PDF
Attachment 139 AMEND4_DLA_OPS_PH II_A-106.pdf PDF
Attachment 135 2020-07-17_DLA OPS II_CG201.pdf PDF
20-R-2005 Amend 2.pdf PDF
Att 40 - DLA_OPS_PH II_Arch_A-602 - DOOR SCHEDULE.pdf PDF
Att 41 - DLA_OPS_PH II_Arch_A-605 - WINDOW AND CURTAINWALL ELEVATIONS.pdf PDF
Att 38 - DLA_OPS_PH II_Arch_A-527 - MISCELLANEOUS DETAILS.pdf PDF
Att 32 - DLA_OPS_PH II_Arch_A-121 - FIFTH FLOOR PLAN - AREA A5.pdf PDF
Amend1_DLA_OPS_PH II_Arch_A-114 - SECOND FLOOR PLAN - AREA D2.pdf PDF
Att 29 - DLA_OPS_PH II_Arch_A-117 - THIRD FLOOR PLAN - AREA A3.pdf PDF
Att 25 - DLA_OPS_PH II_Arch_A-112 - FIRST FLOOR PLAN - AREA G1.pdf PDF
Att 27 - DLA_OPS_PH II_Arch_A-114 - SECOND FLOOR PLAN - AREA D2.pdf PDF
Att 54 - DLA OPS PH-2 SPECIFICATIONS 10 11 00.pdf PDF
A.07.15 Attachment 7 - CLIN Schedule.pdf PDF
Att 55 - DLA OPS PH-2 SPECIFICATIONS 10 14 00-10.pdf PDF
Att 33 - DLA_OPS_PH II_Arch_A-122 - FIFTH FLOOR PLAN - AREA D5.pdf PDF
Amend1_DLA_OPS_PH II_Arch_A-601 - DOOR SCHEDULE.pdf PDF
Amend1_DLA_OPS_PH II_Arch_A-609 - CURTAIN WALL ELEVATIONS.pdf PDF
Att 26 - DLA_OPS_PH II_Arch_A-113 - SECOND FLOOR PLAN - AREA A2.pdf PDF
Att 20 - DLA_OPS_PH II_Arch_A-107 - FIRST FLOOR PLAN - AREA B1.pdf PDF
Att 53 - DLA OPS PH-2 SPECIFICATIONS 06 20 00.pdf PDF
Amend1_DLA_OPS_PH II_Arch_A-117 - THIRD FLOOR PLAN - AREA A3.pdf PDF
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Text version

DUMPSTER GENERAL NOTES:

12"

CONCRETE ENCLOSURE

2" MAX.

SEE SITE PLAN FOR EXACT

LOCATION OF DUMPSTER PAD.

FRONT VIEW SIDE VIEW

3 #4 CONT. @ BOT.

1 #5 CONT. @ TOP

EA. WAY

#4@12" O.C.

1'-4"

#4 VERT. IN

CONCRETE WALL

FROM FTG. TO

TOP OF WALL AT

24" O.C. AND AT

CORNERS, ENDS &

OPENINGS.

HORIZ. REINF.

@ 16" O.C.

(TYP.)

1. FRONT GATE POSTS TO BE 6" SCHEDULE 40 SQUARE STEEL TUBE, PAINTED BLACK.

2. GATE FRAMES ARE TO BE WELDED 1 1/2" SQUARE STEEL SCHEDULE 40.

3. ALL STEEL MUST BE PAINTED WITH 1 COAT OF EPOXY PRIMER AND 2 COATS OF ALL WEATHER SURFACE PAINT.

4. USE ONLY RING SHANK OR SCREW SHANK GALVANIZED SCREWS FOR WOODEN GATES.

5. USE ONLY PRESSURE TREATED LUMBER.

6. GATE POST TO BE FILLED WITH CONCRETE AND FENCE POST TO BE CAPPED, TOP OF POST TO BE FLUSH WITH

TOP OF FENCE.

3/4" GALVANIZED

PIPE ANCHOR

SLEEVES: 3"DEEP

3/4" x 2" PIPE

SCHEDULE 40

WELDED TO

FRAME

2' SLOPE TOP

CMU ENCLOSURE

WITH BRICK VENEER

TO MATCH NEW

BUILDING

HASP/HAND LATCH

@ EA. GATE

TWO CANE BOLTS

CMU WALL

FRONT VIEW

STEEL TUBE SET

54" DEPTH INTO

CONC. FTG. -

PAINT FINISH

HEAVY DUTY

HINGES 2 PR/GATE

3/4" GALVANIZED

PIPE ANCHOR

SLEEVES SET IN

CONCRETE

(TYPICAL)

ONE INSIDE -

ONE OUTSIDE -

8" BOLLARDS

(TYP.) SEE

BOLLARD DETAIL

THIS SHEET.

PLAN VIEW

1'-0"

10'-0" 10'-0"

1'-0"

24'-0"

CONCRETE FOOTING

GRADE SURFACE

HEAVY DUTY

HINGES WELD TO

TUBE & GATE

OPEN POSITION

1 1/2" - L 1 1/2"x1 1/2"x3/16"

WELDED TO FRAME

1/2" STEEL ROD WITH CATCH

T0 SECURE ROD TO GATE

BOARD ON

BOARD FACING

1 1/2" SQUARE

STEEL GATE FRAME

1"x1/4" METAL

PIN WELDED TO

ROD

SQ. STEEL POST WITH

CAP FILL W/ CONC.

8" DIAMETER-

SCHEDULE 40 STEEL

PIPE

1 1/2" SQUARE

STEEL PAINTED

BLACK (TYP.)

4"

HINGE

(TYP.)

3" DOME FILL POST

WITH CONCRETE

1" CROWN

PAINT

YELLOW

24" DIA

MIN

C1

CS101

DUMPSTER DETAIL

SCALE: N.T.S.

A1

CS101

TYPICAL CONCRETE PAD

SCALE: N.T.S.

A3

CS101

HINGE DETAIL

SCALE: N.T.S.

A5

CS101

GATE STOP DETAIL

SCALE: N.T.S.

D4

CS101

WALL SECTION

SCALE: N.T.S.

D6

CS101

CS102

TYPICAL

CONCRETE BOLLARD

SCALE: N.T.S.

A8

CS101

GATE FRAME DETAIL

SCALE: N.T.S.

12" 42" 36"

42" 36"

LINE

TERMINAL 12"

6'-0" TO 9'-0"

EMBEDMENT

"C" POSTTYPE

DEPTH

"B""A"

DIA.POST

FABRIC

HEIGHT

LINE AND TERMINAL POSTS

DEPTH

"B"

DIA.

"A"

HEIGHT

FABRIC

"C"

POST

EMBED.

GATE

POST

(O.D.)

GATE

LEAF

WIDTH

GATE POST

40"

44"

40"

36"

44"

40"

36"

46"

50"

46"

42"

50"

46"

42"

16"

18"

16"

14"

16"

14"

12"

8'-0"6.625"

4.000"

2.875"

12' TO 19'

6' TO 12'

3' TO 6'

10' TO 12'

6' TO 9'

3' TO 5'

10' TO 12'

6' TO 9'

3' TO 5'

F A

B R

I C

H

E I G

H T

B

C

"A"

NOTE:

SPECIFIED

POST AS

DIA. OF

TOP TENSION WIRE

T

Y P

CENTER OF POST (MAXIMUM)

10' CENTER OF POST TO

T

Y P

GRADE

FOOTING

CONCRETE

HEIGHT

FABRIC

POST

TYPE

LINE

CORNER, END,

OVER 8'

UP TO 8'

UP TO 6'

OVER 6'

UP TO 6'

POST

(O.D.)

2.5"

4"

& TERMINAL

4"

2.5"

2.5"

POST DIAMETERS

(3,000 PSI)

1. TERMINAL POSTS INCLUDE END, CORNER,

AND PULL POSTS

2. 2X2 MESH, BLACK PVC COATED

D8

CS101

CHAIN LINK FENCE DETAIL

SCALE: N.T.S.

BOTTOM

TENSION WIRE

3"

4"

VDOT 21A

7" CLASS A-3

CONCRETE PAVEMENT

6x6 WWF

W2.9xW2.9

14"

COMPACTED

SUBGRADE

7"

CMU ENCLOSURE

WITH BRICK

VENEER TO MATCH

NEW BUILDING

CS102

US Army Corps of Engineers ®

SHEET ID

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MSA, P.C.

5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com

Environmental Sciences Planning Surveying Civil & Environmental Engineering

Landscape Architecture

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