Amendment 6: Drawing (Revised)
Updated
A PDF document (752 KB) attached to Construction of Chilled Water Plant and Site Utility Upgrades at VA Medical Center in West Haven, CT, from the Department of the Army. Due Nov 20, 2026, 1:00 PM (UTC-5).
File name: Amendment 0006 - Drawing CK-505 (Revised).pdf
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FACE CURVED
"INVINCIBLE/SPEAR 2
POINTED" STYLE
PICKETS OUTWARD
FROM PROTECTED SITE
GRADE
12"
A
8' HIGH
"INVINCIBLE/SPEAR 2
POINTED" STYLE 3 RAIL
SWING GATE.
FENCE
CHANNELS
A
POST CAPS
# 4 HORIZONTAL BARS @ 18" O.C. (TYP.)
13 4" TOP RAIL
8' O.C.
REINFORCED, POURED CONCRETE WALL
4' MAX.
#6 BARS VERTICAL @ 18" O.C. (TYP.)
20"
FILTER FABRIC (TYP.)
3" MIN. CLEAR
4"PVC WEEP HOLE @ O.C. (TYP.)
CRUSHED STONE (TYP.)
COMPACTED BACKFILL IN 12"
LIFTS TO 95% OPTIMAL DENSITY
6'
HEIGHT
24"
12"
2" x 4" KEYWAY (TYP)
#6 BARS @ 18" O.C.
TOP & BOTTOM (TYP.)
3" CLEAR (TYP)
24" TYP.
4' - 0"
GATE LOCK
SYSTEM
8'
HEIGHT
(3) #4 REBARS
CONTINUOUS
TOP & BOTTOM
CONCRETE FOOTING f'c = 4000 PSI
12"
3' MIN.
GRADE
POST SIZE VARIES
WITH HEIGHT
VARIES
WITH
HEIGHT
POST
BOTTOM RAIL
SUITBALE COMPACTED SUBGRADE
MAX. ALLOWABLE SOIL BEARING
CAPACITY = 2000 PSF. TO BE VERIFIED
IN FIELD PRIOR TO CONSTRUCTION
LOCKING GALV. STEEL DOORS
3 3/4"
TYPICAL
2"
B
2-TON LIFT ANCHOR
(4 PLACES IN TOP)
PICKETS
54"
MIN.
FOOTING DEPTH
NOTES:
1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A MINIMUM CEMENT CONTENT OF 600 POUNDS PER CUBIC YARD FOR ALL FOOTINGS. 2. ALL CONCRETE SHALL HAVE A SLUMP OF NO GREATER THAN 4" (TO WITHIN A TOLERANCE OF 1"). 3. ALL EXPOSED CONCRETE SHALL BE AIR-ENTRAINED, 6 (WITHIN 1% TOLERANCE), CONFORMING TO ASTM C260.
4. REINFORCING STEEL BARS SHALL BE A MINIMUM ASTM A615, GRADE 60, AND SHALL BE FIELD WIRED IN PLACE.
5. ALL FORMWORK AND PLACEMENT OF CONCRETE SHALL COMPLY WITH GOOD CONSTRUCTION
PRACTICED AND BE IN ACCORDANCE WITH ALL LOCAL GOVERNING CODES, AND REGULATIONS AS WELL AS THE AC1 AND UNIFORM BUILDING CODE.
6. ALL STEEL SHALL BE GRADE F = 60,000
DROP RODS
3'-6" LONG GALVANIZED "C" CHANNEL
(3 EACH SIDE)
3 34" TYPICAL
48"
MIN.
FOOTING DEPTH
EMBED POSTS IN
CONCRETE BASE,
MIN. 36"
B
TOP
EMBED POSTS IN
CONCRETE BASE,
MIN. 36"
4000 PSI CONCRETE
@ 28 DAYS (TYP)
4000 PSI CONCRETE
@ 28 DAYS (TYP)
12"
REINFORCE WITH
6"x6"xW4 10
GAUGE MESH, 2"
CLEARANCE ALL
SIDES (TYP)
12"
18" X 18" KNOCKOUT
(2 EACH SIDE, 2 EACH END)
(ALTERNATIVE)
12"
BASE
NTS
18" X 24" KNOCKOUT
(2 EACH SIDE, 2 EACH END)
(ALTERNATIVE)
NTS
NTS
12" DIA.
SUMP
POST INDICTOR WITH
BREAKAWAY PADLOCK.
PADLOCK SUPPLIED BY
VA, ALL SYSTEMS SHALL
BE LOCKED IN OPEN
POSITION.
OUTDOOR LISTED
SUPERVISORY TAMPER
SWITCH
C
FENCE
CHANNELS
POST CAPS
24" MIN.
36" MAX
C
1" DIA. GROUND ROD KNOCKOUT
2 COATS OF RUSTOLEUM OIL
BASE SAFETY RED PAINT SHALL
BE APPLIED TO POST INDICATOR
AT LEAST EVERY FIVE YEARS.
The beginning of the document. Download the full file to read on.
Other documents in this bid
- JA (Class) - Interior Finishes Redacted
- JA 01 - Siemens or JCI HVAC BAS Redacted
- JA 02 - JCI Fire Redacted
- JA 03 - JCI ESS Redacted
- JA 04 - Assa Abloy Redacted
- JA 05 - AMAZ Redacted
- Specifications - Volume I
- Specifications - Volume II
- Amendment 1: Submission Requirements and Evaluation Criteria
- Amendment 1
- Amendment 2: Bidding Schedule
- Amendment 2: Specifications Section 01 22 00