addenda #2.pdf
PDF 2 MB Posted
- Solicitation number
- 2137057
- Issued by
- Nassau County, New York
About this file
This is Addendum #2 to the final bid document for the Pool Facility Renovation at Kennedy Memorial Park in the Village of Hempstead, New York, prepared by H2M architects and engineers. The addendum contains detailed technical drawings and specifications for pool site infrastructure improvements, including drain valve vaults, spray park tank overflow systems, and access hatch installations. The project specifications detail the construction requirements for motorized butterfly valves (6-inch and 10-inch), automatic level controllers with stilling tubes, Tideflex in-line check valves, sump pump installations, and precast concrete structures with specified compressive strength of 4,000 PSI at twenty-eight days. The drawings indicate specific elevation levels, reinforcement specifications, pipe sizing (ranging from 1.5-inch to 12-inch diameter), and structural support requirements including H-20 loading capacity for certain components.
The addendum establishes concrete construction standards, waterproofing requirements using Kent Seal cementitious waterproofing mortar, and detailed specifications for access hatches including a 48" x 72" double leaf model by Bilco with stainless steel components and safety features. All reinforcing steel cover requirements are specified at 1.5 inches for precast concrete and 2 inches for poured concrete, with reinforcement patterns detailed for walls and structural supports. The document is dated July 30, 2026, and includes professional certification by Joseph J. Todaro, P.E., a New York licensed professional engineer. This addendum serves as a binding modification to the original bid documents and must be incorporated into all contractor proposals and construction work.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Appendix B.pdf | ||
| BID 9 PROPOSAL PAGES.pdf | ||
| addenda #3.pdf | ||
| Appendix C.pdf | ||
| Table of Contents.pdf | ||
| 011B.4- Proposal P1D - Contract E.pdf | ||
| Revised Section 225116 - Aquatic Pumps.pdf | ||
| 2026-27 Bid 9 Notice.doc | DOC document | |
| HEMV2602 - Addendum No. 1 - 07.28.2026.pdf | ||
| Revised Plans.pdf | ||
| Appendix A.pdf | ||
| Revised Section 225119 - Aquatic Filtration System.pdf | ||
| addenda #2 part 2.pdf |
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Text version
0'
- 9
NEW 10" MOTORIZED BUTTERFLY VALVE NEW BLOW-OFF PIT BY CONTRACT G, SEE 'C'
DRAWINGS
4' x 6' ACCESS HATCH MI N.9″
3/4"
CORP.
STOP
CONCRETE
THRUST BLOCK
3/4" CURB STOP
CURB BOX AND COVER
FINISHED GRADE
1 1/2" PVC PIPE WITH 24 MESH STAINLESS STEEL
VALMATIC OUTLET SCREEN
SUPPORT PIPE FROM MOVEMENT
NEW FRP LADDER
7' - 0"
5'
- 1
0"
4' - 0″
8' - 4"
6"-DR
XS 500
NEW TIDEFLEX IN-LINE CHECK VALVE
NEW AUTOMATIC LEVEL CONTROLLER WITH STILLING TUBE
EL. 61.5EL. 61.5
EL. 58.0
NOTE:
CONCRETE SHALL HAVE AN AVERAGE COMPRESSIVE
STRENGTH OF 4,000 PSI IN TWENTY EIGHT (28) DAYS.
NOTE:
COVER FOR REINFORCED STEEL SHALL
BE 1 1/2" FOR PRECAST CONC., BUT
SHALL BE 2" FOR POURED CONCRETE.
NYS TYPE 2 GRAVEL 0' - 8"
2' - 0″ X 4' - 0″0' - 8"
NEW 6" MOTORIZED
BUTTERFLY VALVE
1 1/2" X 1 1/2" X 1 1/2" FRP GRATING SUPPORTED BY
3" X 3" X 3/8" FRP LEDGE ANGLE ALL AROUND
x x x x x x x WWF 6x6 - W4xW4 REINF.
CONTINUOUS IN 4 WALLS
IF PRECAST STRUCTURE
IS USED
CONC.
SUPPORT
PIER
WALL SLEEVE AND LINK SEAL
TYPICAL ALL OPENINGS
5'- 0″
1'
- 0
#4 @ 8" o.c. HORIZ.
#4 @ 16" o.c. VERT.
1 1/2"
CL.�
0' - 8"
XS 500
XS 500
FROM SPRAY PARK DRAIN
TO
S
PR
AY
P
AR
K
TA
NK
TO DRYWELL
NEW LADDER
"-D
R
"-D
R
INVERT EL. 50.0
6"-DR
NEW 6" CHECK VALVE
5'
- 0
XS 500
5'
- 1
0"
2' - 8"
NEW 6"Ø OVERFLOW
PIPING FROM SPRAY
PARK TANK
NEW SUMP PUMP
NEW 6"Ø DRAIN PIPING
FROM DRAIN VALVE
VAULT
NEW 6"Ø
BALANCING TANK
OVERFLOW PIPING
2'
- 8
3/ 4"
FROM BALANCING TANK
NEW TIDEFLEX IN-LINE
CHECK VALVE, TYP. OF 3
NEW AUTOMATIC
LEVEL CONTROLLER
WITH STILLING TUBE EL. 61.5
3'
- 6
3/ 8"
FROM SPRAY PARK TANK
3'
- 0
5/8
PRECAST SECTION
KENT SEAL
CEMENTITIOUS
WATERPROOFING
MORTAR
TONGUE
GROOVE
5-1 /2"
, T
YP
2", TYP.
1-1/2" DRAIN COUPLING
WELDED UNDER FRAME
FOR PIPE CONNECTION
CHANNEL SUPPORT SHELF MUST BE
SUPPORTED BY CONCRETE OR STEEL
TO CARRY H-20 LOADING
HEAVY DUTY CHAIN
SLAM LOCK
REMOVABLE COVER PLUG
REMOVABLE SQUARE KEY
WRENCH
1/4" ALUMINUM DIAMOND
PATTERN PLATE COVER
HEAVY DUTY FORGED STAINLESS
STEEL HINGES WITH STAINLESS
STEEL PINS
STAINLESS STEEL AUTOMATIC HOLD
OPEN ARM AND COVER RELEASE 1/4" ALUMINUM CHANNEL FRAME WITH
RECESSED ANCHORS
1/8" Ø NEOPRENE CONTINUOUS
BUMPER ALL AROUND STAINLESS STEEL SPRING
LIFTING MECHANISM AND
HOUSING 1/4" SUPPORT PLATE
WELDED TO FRAME
SUPPORT - QUANTITY
VARIES WITH SIZE
GUIDE ARM
FR
AM
E
OP
EN
IN
G
LE
NG
TH
, S
EE
P
LA
N
OV
ER
AL
L L
EN
GT
H
2" , T
YP
2" , T
YP
CHANNEL SUPPORT
SHELF
FRAME OPENING WIDTH, SEE PLAN
OVERALL WIDTH
CLEAR OPENING
FRAME OPENING WIDTH - 7"
SUPPORT SHELF
5-1 /2"
, T
YP
-11
/16
TY
P.
3-1 /2"
, T
YP
3", TYP.
PROVIDE 1-1/2"Ø SCHEDULE 80 PVC DRAIN PIPE,
EXTEND THROUGH NEAREST WALL TO EXTERIOR
OF STRCTURE. PLACE #200 GRAVEL AROUND
DISCHARGE POINT
SAFETY GRATE
RED VINYL GRIP
CENTER DRIP CHANNEL CUT INTO MAIN
CHANNEL FRAME AT EACH END
CONTINUOUS ANCHOR FLANGE
DOOR REINFORCING
FLUSH LIFT HANDLE AND RECESSED
PAD LOCK HASP (NOT SHOWN)
CONTINUOUS
ANCHOR FLANGE
1 1/4", TYP.
3 1 /2"
, T
YP
48" X 72" DOUBLE LEAF
ACCESS HATCH BY
BILCO, MODEL JD-3AL
Exp. Date
"IN ACCORDANCE WITH ARTICLE 145, SECTION 7209 OF THE NYS EDUCATION LAW,
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL IS ILLEGAL"
architects engineers
SHEET No.
SHEET TITLE
REVIEWED BY:DRAWN BY:DESIGNED BY:
PROJECT No: DATE:
CHECKED BY:
CONSULTANTS:
CONTRACT
CLIENT
STATUS
SCALE:
AS SHOWN
DRAWING No.
OF
538 Broad Hollow Road, 4th Floor East Melville, NY 11747
631.756.8000 ▪ www.h2m.com NY Architecture & Landscape Architecture: No Certificate Required
NY Engineering Certificate of Authorization No.: 0018178
JOSEPH J. TODARO, P.E.
NY PROFESSIONAL ENGINEER Lic. No. 071079
05/31/2029
7/
/2
3:
:2
PM
Au to de sk
D oc s:
//K en ne dy M em or ia l P ar k
Po ol
F ac ilit y/
H
EM
V2
2_ C en tra l2 5_
M .rv t
XS 500
FINAL BID DOCUMENT
Pool Facility Renovation at Kennedy Memorial Park
Inc. Village of Hempstead
C. MARTINEZ
JULY 2026HEMV2502
335 Greenwich St.
Hempstead, NY
16100
POOL SITE DETAILS
CONTRACT X
POOL CONSTRUCTION
G. AURICCHIO Checker Approver
SCALE: 1/2" = 1'-0"4 Drain Valve Vault - Section
SCALE: 1/2" = 1'-0"1 Drain Valve Vault Plan N SCALE: 1/2" = 1'-0"2 Spray Park Tank Overflow - Section 3 Precast Waterstop Joint
SCALE: NTS | H2M: 03X-2/6
5 Double Leaf Access Hatch Detail
SCALE: NTS | H2M: GEN-101-V1
MARK DATE DESCRIPTION
2 07-30-2026 BID ADDENDUM NO. 2
| 2026-07-30T15:56:26-0400 | |
| NY PE under | |
| I have reviewed this document |
File details come from the government source that posted it. Updated .