Dwg 1 - Zinc Ortho Inj Syst.pdf
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- Attached to
- Zinc Orthophosphate Injection System
- Solicitation number
- 12305B24R0041
About this file
This document is a Request for Proposals (RFP) for a Zinc Orthophosphate Injection System at the USDA Agricultural Research Service (ARS) facility in Beltsville, Maryland. The solicitation is a total small business set-aside with a NAICS code of 236220 (Commercial and Institutional Building Construction) and a size standard of $45 million.
The project requires the installation, startup, testing, commissioning, utility work, demolition, relocation of an existing structure, and a prefabricated building. It is a firm-fixed-price contract with an estimated value between $250,000 and $500,000 and a period of performance of 252 days after the notice to proceed. The RFP states that bonds are required for awards exceeding $150,000. Interested offerors must attend a mandatory site visit on either August 5 or August 8, 2024 and submit written questions by August 23, 2024. The procurement requires the use of biobased products to the extent reasonably available.
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DESIGN:
DRAWN:
REVIEW:
SHEET
SUBMITTAL
DESIGNER
REVISIONS
PROFESSIONAL SEAL
1 2 3 4
MACON, GEORGIA 31201
440 MARTIN LUTHER KING JR BLVD
478·743·8415
CN 9554
RAMBOLL AMERICAS
ENGINEERING SOLUTIONS, INC.
BARC
Zinc Orthophosphate Injection System
AS-BID -
MARCH 2024
LOCATION LOCATION
Zinc Orthophosphate Injection System 426 Powder Mill Rd. - Building 310 Beltsville, MD 20705
(Contract AG-6395-C-16-0115/12305B21F0118)
SITE LOCATION PROJECT LOCATIONINDEX OF DRAWINGS
PROJECT
COVER SHEET
G-001
SHT # DWG # REV # DRAWING TITLE
1 G-001 PROJECT COVER SHEET
2 C-101 PROJECT SITE PLAN
3 S-001 GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND SYMBOLS
4 S-101 FOUNDATION PLAN AND SECTION
5 A-001 ABBREVIATIONS AND SYMBOLS
6 A-101 FLOOR AND ROOF PLANS
7 A-201 ELEVATIONS
8 A-501 DETAILS
9 M-101 MECHANICAL PLAN
10 HP-101 HVAC / PLUMBING PLAN
11 HP-102 HVAC / PLUMBING DETAILS & SCHEDULES
12 E-101 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS
13 E-102 POWER & CONTROL PLAN - EXISTING BUILDING
14 E-103 PROJECT ELECTRIC SITE PLAN, AND BUILDING PLAN
15 E-104 ELECTRICAL SCHEDULES, RISER DIAGRAM & DETAILS
16 I-100 PROCESS CONTROL AND INSTRUMENTATION SYMBOLS
17 IP-100 P&ID ZINC ORTHOPHOSPHATE INJECTION SYSTEM
UNITED STATES DEPARTMENT OF AGRICULTURE
GENERAL NOTES
1. IN ACCORDANCE WITH CODE OF MARYLAND REGULATIONS (COMAR)
26.04.01.33, DIRECT AND INDIRECT ADDITIVES, SUPPLIERS OF WATER
SHALL ONLY USE PRODUCTS (ANY MATERIAL MATERIALS THAT COME
IN CONTACT WITH WATER INTENDED FOR USE IN PUBLIC WATER
SUPPLY) THAT MEET THE APPLICABLE AMERICAN NATIONAL
STANDARDS INSTITUTE / NSF INTERNATIONAL (ANSI / NSF)
STANDARDS FOR DIRECT OR INDIRECT DRINKING WATER ADDITIVES.
THE PRODUCTS CAN ALSO BE CERTIFIED BY AN ORGANIZATION
ACCREDITED BY THE ANSI FOR SUCH TESTING (I.E., INTERNATIONAL
ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS RESEARCH
AND TESTING, ONTARIO CA, UNDERWRITERS LABORATORY,
NORTHBROOK IL, AND WATER QUALITY ASSOCIATION, LISLE IL). IN
COMPLIANCE WITH COMAR 09.20.01.03 AND THE SAFE DRINKING
WATER ACT (SECTION 1417(A)(4)(8)), MATERIALS THAT COME IN
CONTACT WITH WATER INTENDED FOR USE IN PUBLIC WATER
SUPPLY SHALL COMPLY WITH THE REDUCTION OF LEAD IN DRINKING
WATER ACT, WHICH WENT INTO EFFECT IN MARYLAND IN JANUARY
2022.
2. WHEN THE TREATMENT IS INSTALLED, PLEASE
1) TURN ON THE NEW TREATMENT IN ALL PLANTS WHILE PUMPING
TO WASTE/SEWER AND
2) OBTAIN A FINISHED WATER SAMPLE AND TEST THIS SAMPLE
FOR BOTH BACTERIA AND PH.
SUBMIT THE SAMPLE RESULTS TO MDE'S WATER SUPPLY PROGRAM
AT VIRGILINE.ONGKINGCO@MARYLAND.GOV. THE TREATMENT MAY
BE PUT INTO SERVICE ONLY AFTER A SITE VISIT IS PERFORMED BY
THE WSP AND SATISFACTORY BACTERIA AND PH TEST RESULTS ARE
OBTAINED.
PROFESSIONAL
CERTIFICATION:
I HEREBY CERTIFY THAT
THESE DOCUMENTS WERE
PREPARED OR APPROVED
BY ME, AND THAT I AM A
DULY LICENSED
PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE
STATE OF MARYLAND,
LICENSE NO.18299,
EXPIRATION DATE
06-13-2025
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DESIGN:
DRAWN:
REVIEW:
SHEET
SUBMITTAL
DESIGNER
REVISIONS
PROFESSIONAL SEAL
1 2 3 4
MACON, GEORGIA 31201
440 MARTIN LUTHER KING JR BLVD
478·743·8415
CN 9554
BARC
Zinc Orthophosphate Injection System
RAMBOLL AMERICAS
ENGINEERING SOLUTIONS, INC.
N. VENKATESAN
P. WOLF
N. VENKATESAN
AS-BID -
MARCH 2024
SITE PLAN
SCALE: 1"=10'
EX. 15,000 GALLON UNDERGROUND
SPENT BACKWASH STORAGE TANK
EX. 12" PVC SPENT BACKWASH
EX. SPENT BACKWASH AIR GAP
EX. 4" PLUGGED AND ABANDONED
SANITARY LINE
4" SANITARY LINE, FROM BUILDING WALL INV.
@BUILDING 133.30' OUT TO 6" SANITARY LINE
EX. 500 KVA TRANSFORMER AND
PAD
EX. EMERGENCY GENERATOR IN
WEATHERPROOF ENCLOSURE
N
EX. 8" PVC
EXISTING DROP MANHOLE
(TYPICAL)
EX. 16" DISTRIBUTION WATER MAIN
EX. 6" RAW WATER
TRANSMISSION MAIN
EX. 8" RAW WATER
TRANSMISSION MAIN
ABANDONED 8"
FINISHED WATER MAIN
EX. ISOLATION VALVEEX. 6" RAW WATER
TRANSMISSION MAIN
EX. 8" RAW WATER
TRANSMISSION MAIN
EX. HYDRAULIC LIFT
EX. 16" DI DISTRIBUTION
WATER
EX. 8" DI FILTERED
EFFLUENT
EX. 12"x16" MJ
REDUCER
NEW 10'x10' SHED
EXISTING ASPHALT
PAVING
WATER TREATMENT PLANT
BLDG 310
OLD RADIO ROAD
PROJECT
SITE PLAN
C-101
EX. ELECTRIC TO
BE REROUTED
SEE SHEET E-103
EX. 16" WATER
EX. SURGE RELIEF LINE TO BE
DEMOLISHED AND REROUTED
BETWEEN TWO CLEANOUTS
(SEE SHEET M-101)
6" SURGE RELIEF
FROM BUILDING INV
@BUILDING 132.69 +/-
NOTES
1. EXISTING UTILITIES AND STRUCTURES ARE SHOWN BASED
ON AS BUILT DRAWINGS FROM 1995 (PROJECT NO. 13688).
ACTUAL FIELD SURVEY WAS NOT PERFORMED AS PART OF
THE PROPOSED IMPROVEMENTS. CONTRACTOR SHALL FIELD
VERIFY UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL TEST PIT AND CONFIRM LOCATION AND ELEVATION OF
EXISTING UTILITIES AS NEEDED FOR THE PROJECT.
2. NEW, CLEANED, OR REPAIRED WATER MAINS SHALL BE
DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651
ABBREVIATIONS:
BLDG BUILDING
DI DUCTILE IRON
EL ELEVATION
EX EXISTING
INV INVERT
MJ MECHANICAL JOINT
PVC POLYVINYL CHLORIDE
NPT NATIONAL PIPE THREAD
LEGEND:
WATER LINE
COMBINED SEWER LINE
STORM DRAIN
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
BUILDING OUTLINE
STEAM LINE
LIMIT OF DISTURBANCE
SILT FENCE
GATE VALVE
BUTTERFLY VALVE
POWER POLE
MANHOLE
DRAIN INLET
EX. 8" BUTTERFLY VALVE
EX. MANHOLE (TYP.)
CONTRACTOR TO TEST PIT TO
CONFIRM LOCATION AND
ELEVATION OF EXISTING
ELECTRIC UTILITY
CONTRACTOR TO TEST PIT TO
CONFIRM LOCATION AND
ELEVATION OF EXISTING
ELECTRIC UTILITY
CONTRACTOR TO TEST PIT EX. 16"
WATER LINE AND CONFIRM
ELEVATION AND LOCATION
ADJACENT TO PROPOSED SHED.
PROFESSIONAL
CERTIFICATION:
I HEREBY CERTIFY THAT
THESE DOCUMENTS WERE
PREPARED OR APPROVED
BY ME, AND THAT I AM A
DULY LICENSED
PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE
STATE OF MARYLAND,
LICENSE NO.18299,
EXPIRATION DATE
06-13-2025
| G-001 PROJECT COVER SHEET |
| C-101 PROJECT SITE PLAN |
| S-001 GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND SYMBOLS |
| S-101 FOUNDATION PLAN AND SECTION |
| A-001 ABBREVIATIONS AND SYMBOLS |
| A-101 FLOOR AND ROOF PLANS |
| A-201 ELEVATIONS |
| A-501 DETAILS |
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