Attachment 3 Drawings Solicitation 12405B22Q0141.pdf
PDF 4 MB Posted
- Attached to
- Amendment 0001/Separate Discharge at SNFRU Greenhouse Facility #4 Federal contract opportunity
- Solicitation number
- 12405B22Q0141
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| QUESTIONS RECEIVED Solicitation 12405B22Q0141 Separate Discharges.docx | DOCX document | |
| SF 30 AMENDMENT 0001 SOLICITATION 12405B22Q0141.pdf | ||
| Attachement 4 Wage Grade Determination DBA SC20220040.pdf | ||
| Attachment 5 Experience Modification Rate EMR Insurance Contractor Certification.docx | DOCX document | |
| Attachment 6 Pre-Award Survey Form.doc | DOC document | |
| Attachment 1 SOLICITATION 12405B22Q0141.pdf | ||
| Attachment 2 Specifications Solicitation 12405B22Q0141.pdf |
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Text version
PPM
REVISIONS
Agricultural
Service Research
DESCRIPTION
SHEET
DATEc P.A.
FIRM
U
NO.
DEPM
SAFETY & HEALTH
REAL PROPERTY
A
DATE
PROJECT NO.
SUSDA
BY
AGRICULTURAL RESEARCH SERVICE
OF
THE
DESIGNER
PROJECT MANAGER
JOB #
CHECKED BY
A-E FIRM
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
Johnson M Adams
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
C:
\U se rs\ aw oo da rd
.JM
CF
IR
M\
Ap pD ata \Lo ca l\T em p\A cP ub lis h_
4\T
0.d wg
A pr
, 2
2 -
2:
pm
USDA AGRICULTURAL RESEARCH SERVICE, SNFRU
SEPARATE DISCHARGE AT GREENHOUSE FACILITY
RALEIGH, NORTH CAROLINA
TITLE SHEET, AREA MAP, & INDEX
T100 1 504/2022
THT
THT
FEJ
MID SOUTH AREA
STONEVILLE, MS
5821-E
USDA AGRICULTURAL RESEARCH SERVICE, SNFRU
SEPARATE DISCHARGE AT GREENHOUSE FACILITY
RALEIGH, NORTH CAROLINA
PROJECT
LOCATION
N O R T H C A R O L I N A
RALEIGH85
CHARLOTTE
ASHEVILLE
FAYETTEVILLE
WILMINGTON
GREENSBORO
SALEM
WINSTON-
DRAWING NO.
INDEX OF DRAWINGS
SHEET NO. TITLE
T100 C100 C101 C102 C103
TITLE SHEET
DEMOLITION PLAN
SITE PLAN
MISC. DETAILS
PHOTOGRAPHS USDA
NO SCALEVICINITY MAP
NORTH
SCOPE OF WORK
1. THE PURPOSE OF THIS PROJECT IS TO SEPARATE THE
FLOOR DRAINS IN THE GREENHOUSE AND BASEMENT
FROM THE FOUNDATION DRAIN.
2. THE FOUNDATION DRAIN SHALL CONTINUE TO DRAIN AS IT
CURRENTLY DOES. THE FLOOR DRAINS SHALL BE ROUTED
TO THE SANITARY SEWER.
3. SPECIFIC ITEMS OF WORK ARE AS FOLLOW:
A. REMOVE EXISTING ASPHALT PAVEMENT.
B. PROVIDE TRAPS ON ALL GREENHOUSE AND BASEMENT
FLOOR DRAINS. GREENHOUSE TRAPS TO BE INSTALLED
AS INDICATED ON TYPICAL DETAILS. REMOVE/REPLACE
VINYL FLOOR TILE AND LAMINATE FLOORING AS
REQUIRED. NOTE: ASSUME VINYL FLOOR TILE HAS
ASBESTOS CONTAINING MATERIAL.
C. DISCONNECT EXISTING DRAIN LINES FROM EXISTING
CAST IRON FOUNDATION DRAIN. CAP ABANDONED
CONNECTIONS TO FOUNDATION DRAIN. NOTE:
FOUNDATION DRAIN TO REMAIN ACTIVE.
D. ROUTE FLOOR DRAIN LINES TO EXISTING SANITARY
SEWER.
E. REPLACE DEMOLISHED PAVEMENT WITH NEW
CONCRETE PAVEMENT.
#10338
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C O
O
LE
RLAMP
YARD
INLET
GENERATOR
LAMP
C H
ILLER
C O
O
LE
R
U P
ELECTRIC LINE
UNDERGROUND
KL
A
W
12"RCP
C O
N C
SEW
ER LINE
ASPHALT
PANEL
ELEC.
C O
N C
R
ETE
RIPRAP
D
EC
K
R
AM
P
CURB BEING
DEMOED AT
TIME OF
SURVEY
FFE=417.36'
FFE=427.71'
2nd FLOOR
FFE=417.12'
FFE=417.13'
FFE=
417.33'
420.95'
418.69'
M O
BILE O
FFIC
E
RIPRAP
CO
CO
4" C.I.
8" SS
6" OPEN TILE
FOUNDATION DRAIN
BASEMENT FLOOR
DRAIN, TYP.
GREENHOUSE
FLOOR DRAIN, TYP.
EXISTING CURB
TO REMAIN
TO DRAINAGE DITCH
EXISTING SANITARY
SEWER LINE
BASEMENT FLOOR
DRAIN, TYP.
CLEAN OUT
PULL BOX
T
T T
ELECTRIC LINE
UNDERGROUND
PHOTO #1, SEE
SHEET C103
PHOTO #4, SEE
SHEET C103
PHOTO #3, SEE
SHEET C103
PHOTO #2, SEE
SHEET C1034"SS 4"SS
4 TO DRAINAGE DITCHTYP.
4 TYP.
4 TYP.
YARD INLET
TOP=418.76'
INV.OUT=413.21'
RIM=420.77' INV
IN.=412.81' INV.
OUT=412.66'
CLEAN
OUT
MAN-HOLE
TRANS-
FORMER
W
ALL
"R
CP
TOP=414.93'
CLOGGED
ELECTRIC LINE
UNDERGROUND
STORAGE
CO
NC
RE
TE
UP
AC
R
AC
K
CONCRETE
PPM
REVISIONS
Agricultural
Service Research
DESCRIPTION
SHEET
DATEc P.A.
FIRM
U
NO.
DEPM
SAFETY & HEALTH
REAL PROPERTY
A
DATE
PROJECT NO.
SUSDA
BY
AGRICULTURAL RESEARCH SERVICE
OF
THE
DESIGNER
PROJECT MANAGER
JOB #
CHECKED BY
A-E FIRM
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
Johnson M Adams
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
C:
\U se rs\ aw oo da rd
.JM
CF
IR
M\
Ap pD ata \Lo ca l\T em p\A cP ub lis h_
4\C
0.d wg
A pr
, 2
2 -
2:
pm
USDA AGRICULTURAL RESEARCH SERVICE, SNFRU
SEPARATE DISCHARGE AT GREENHOUSE FACILITY
RALEIGH, NORTH CAROLINA
DEMOLITION PLAN
C100 2 504/2022
THT
THT
FEJ
TO DRAINAGE DITCH
4" C.I.
CO
BASEMENT FLOOR DRAIN
GREENHOUSE FLOOR DRAIN
BASEMENT FLOOR DRAIN
GREENHOUSE FLOOR DRAIN
6" OPEN TILE FOUNDATION DRAIN
CO
GREENHOUSE FLOOR DRAIN
GREENHOUSE FLOOR DRAIN
BASEMENT FLOOR DRAIN
BASEMENT FLOOR DRAIN
SCALE:
DEMOLTION PLAN
1"= 10'-0"
C100
SCALE:
DRAIN LINE ISOMETRIC
NONE
C100
6" OPEN TILE FOUNDATION DRAIN
CAST IRON DRAIN PIPE
CLEAN OUT
UPPER PLUM DRAIN LINE
BASEMENT FLOOR DRAIN
GREENHOUSE FLOOR DRAIN
EXISTING ASPHALT PAVEMENT
TO BE REMOVED
EXISTING CONCRETE PAVEMENT
TO BE REMOVED
UNDERGROUND TELEPHONE
LEGEND
SAWCUT EXISTING ASPHALT PAVEMENT FULL DEPTH PRIOR TO REMOVAL
REMOVE CONCRETE LANDING AND WALKS
DISCONNECT FLOOR DRAIN PIPING
CAP ABANDONED DRAIN LINE CONNECTION
4" C.I. PIPE
SAWCUT EXISTING 4" CONCRETE SLAB AROUND DRAIN FULL DEPTH AND
REMOVE EXISTING DRAIN.
REMOVE / REPLACE VINYL TILE AS REQUIRED TO INSTALL TRAP.
CAUTION: VINYL TILE IS THOUGHT TO BE ASBESTOS CONTAINING
MATERIAL. REMOVE AND DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE
AND FEDERAL REQUIREMENTS. REPLACE VINYL TILE WITH NEW TILE AS
APPROVED BY CONTRACTING OFFICER.
EXISTING FLOOR COVERING IS LAMINATE. SAWCUT AND REMOVE AS
REQUIRED TO INSTALL TRAP.
EXISTING FOUNDATION DRAIN TO REMAIN ACTIVE.
KEYNOTES
GRAPHIC SCALE
6" OPEN TILE FOUNDATION DRAIN
4" C.I.
3" C.I.
CO
SCALE:1"=10'-0"
0 10'10' 5'
1. REVIEW ALL PROJECT DOCUMENTS PRIOR TO START OF CONSTRUCTION.
REPORT ANY DISCREPANCIES TO CONTRACTING OFFICER PRIOR TO
PROCEEDING WITH WORK. DIMENSIONS RELATING TO EXISTING
CONSTRUCTION ARE TO BE FIELD VERIFIED. THE CONTRACTOR SHALL
IMMEDIATELY COMMUNICATE IN WRITING TO THE CONTRACTING
OFFICER CONCERNS WHERE THEY BELIEVE DESIGN DOCUMENTS ARE
INSUFFICIENT. INADEQUATE OR INCORRECT FOR PERFORMING THE
CONSTRUCTION WORK.
2. EXISTING UNDERGROUND INSTALLATIONS, SUCH AS WATER MAINS, GAS
MAINS, SEWER, TELEPHONE LINES, FIBER OPTICS, POWER LINES AND
BURIED STRUCTURES IN THE VICINITY OF THE WORK AREA ARE
INDICATED ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION
HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE SURVEYOR IN
PREPARING THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE
ACCURACY OR COMPLETENESS THEREOF AND IS EXPRESSLY
DISCLAIMED. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR
LOCATING ALL EXISTING UNDERGROUND INSTALLATIONS, INCLUDING
SERVICE CONNECTIONS, IN ADVANCE OF EXCAVATING OR TRENCHING.
3. ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE INTENDED TO BE
TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR
SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A SEPARATE
DETAIL IS SHOWN.
4. VERIFY EXISTING CONDITIONS, WHEN SPECIFIC INFORMATION IS
INCORRECT, MISSING OR IS IN CONFLICT, BRING THE CONFLICT TO THE
ATTENTION OF THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK
RELATED TO THAT ITEM.
5. THE CONTRACTOR SHALL TAKE CARE, BY THE USE OF GRADING,
DIVERSION AND DEWATERING, TO PREVENT PONDING OF WATER ON SITE
IN AREAS OF STRUCTURAL AND PAVEMENT SUBGRADES.
6. THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF ALL OF THE
NEW UTILITIES AND SERVICE.
7. PRODUCTS SHALL BE INSTALLED PER MORE STRINGENT REQUIREMENTS
OF THE DESIGN DOCUMENTS OR THE MANUFACTURER'S PRINTED
INSTRUCTIONS FOR THE INDICATED APPLICATION. THESE INSTRUCTIONS
SHALL BE MAINTAINED ON SITE FOR THE DURATION OF THE
INSTALLATION AT A MINIMUM.
GENERAL NOTES
T
3TYP.
3TYP.
3TYP.
3TYP.
4 TYP.
#10338
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C O
O
LE
RLAMP
YARD
INLET
GENERATOR
LAMP
C H
ILLER
U P
ELECTRIC LINE
UNDERGROUND
KL
A
W
12"RCP
C O
N C
ASPHALT
PANEL
ELEC.
C O
N C
R
ETE
RIPRAP
D
EC
K
R
AM
P
CURB BEING
DEMOED AT
TIME OF
SURVEY
FFE=417.36'
FFE=427.71'
2nd FLOOR
FFE=
417.33'
420.95'
418.69'
M O
BILE O
FFIC
E
CO
8" SS
6" OPEN TILE
FOUNDATION DRAIN
EXISTING SANITARY
SEWER LINE
CO
4" SS
3" C.I.
EXISTING
ASPHALT
PAVEMENT
CO
TO DRAINAGE DITCH
CLEAN OUT
PULL BOX
10 11
10 11
10 11
T
T T
ELECTRIC LINE
UNDERGROUND
4"SS 4"SS
RIPRAP
CO
YARD INLET
TOP=418.76'
INV.OUT=413.21'
RIM=420.77' INV
IN.=412.81' INV.
OUT=412.66'
CLEAN
OUT
MAN-HOLE
TRANS-
FORMER
W
ALL
"R
CP
TOP=414.93'
CLOGGED
ELECTRIC LINE
UNDERGROUND
STORAGE
CO
NC
RE
TE
UP
AC
R
AC
K
CONCRETE
CO
OL
ER
PPM
REVISIONS
Agricultural
Service Research
DESCRIPTION
SHEET
DATEc P.A.
FIRM
U
NO.
DEPM
SAFETY & HEALTH
REAL PROPERTY
A
DATE
PROJECT NO.
SUSDA
BY
AGRICULTURAL RESEARCH SERVICE
OF
THE
DESIGNER
PROJECT MANAGER
JOB #
CHECKED BY
A-E FIRM
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
Johnson M Adams
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
C:
\U se rs\ aw oo da rd
.JM
CF
IR
M\
Ap pD ata \Lo ca l\T em p\A cP ub lis h_
4\C
1.d wg
A pr
, 2
2 -
2:
pm
USDA AGRICULTURAL RESEARCH SERVICE, SNFRU
SEPARATE DISCHARGE AT GREENHOUSE FACILITY
RALEIGH, NORTH CAROLINA
SITE PLAN
C101 3 504/2022
THT
THT
FEJ
SCALE:
SITE PLAN
1"= 10'-0"
C101
6" OPEN TILE FOUNDATION DRAIN
CAST IRON DRAIN PIPE
CLEAN OUT
UPPER PLUM DRAIN LINE
BASEMENT FLOOR DRAIN
GREENHOUSE FLOOR DRAIN
NEW CONCRETE PAVEMENT
UNDERGROUND TELEPHONE
LEGEND
NEW 3" C.I. DRAIN
NEW 4" C.I. DRAIN
NEW CLEANOUT, 8/C102
CONCRETE RAMP, MATCH FINISHED FLOOR ELEVATION
CONCRETE PAVEMENT, APPROXIMATELY 4" BELOW FINISH FLOOR
MATCH ELEVATION OF EXISTING ASPHALT PAVEMENT.
EXISTING 4" C.I. PIPE TO REMAIN, CAP ALL EXISTING CONNECTIONS.
CONNECT TO EXISTING SANITARY SEWER
PROVIDE NEW TRAP IN PIPING BELOW GREENHOUSE FLOOR SLAB, 6/C102
PROVIDE NEW DRAIN AND TRAP AT BASEMENT DRAINS, 7/C102
NEW 4" CONCRETE SLAB
KEYNOTES
GRAPHIC SCALE
CO
6" OPEN TILE FOUNDATION DRAIN
4" C.I.
3" C.I.
SCALE:1"=10'-0"
0 10'10' 5'
C102
C102
T
TYP.
TYP.
C102
C102
#10338
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16'
6"
417.13
FIN. FLOOR
MATCH ELEV. OF
EXISTING PVMT
EXISTING ASPHALT PVMT
6" CONC. PVMT W/#4
BAR @ 12" O.C., E.W. MATCH FIN. FLOOR ELEV.
FACE OF EXISTING BLDG.
CONCRETE RAMP, 6"
MIN. W/$4 @ 12" O.C.
417.13
FIN. FLOOR
EXISTING ASPHALT PVMT
6" CONC. PVMT W/#4
BAR @ 12" O.C., E.W.
FACE OF EXISTING BLDG.
2" BELOW FIN.
FLOOR, TYP.
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
CJ
CJ
CJ
CJ
CJ
CJ
CJ
4.3 3'
9' 6'-
6" 4'
8'-
8'-
'-6
8' 8'
9 E Q
SP
AC
ES
CO
NS
TR
UC
TI
ON
O
N
CO
NT
RO
L J
OI
NT
S
CO
NT
RA
CT
OR
'S
O
PT
IO
N
RAMP
RAMP
RAMP
T
T/
#4 @ 16" O.C., E.W.
2" , T
YP
18" #6 DOWEL @ 18" O.C.
EXISTING PIPE
CAST IRON NEW PIPE
COUPLING (FERNCO OR
APPROVED EQUAL)
STAINLESS STEEL BAND
NEW 3" CAST IRON DRAIN PIPE
FERNCO SADDLE (OR
APPROVED EQUAL)
STAINLESS STEEL BAND, TYP. EXISTING 8" PVC
SANITARY SEWER
FINISHED FLOOR
NEW ADJUSTABLE COLLAR
NEW TRAP SEAL
NEW TRAP
NEW GRATE
NEW FLOOR DRAIN BODY
EXISTING PIPING
TO SANITARY
SEWER
FINISHED FLOOR
NEW ADJUSTABLE COLLAR
NEW TRAP SEAL
NEW TRAP
NEW GRATE ADJUST FLUSH
WITH FINISHED FLOOR
NEW FLOOR
DRAIN BODY
AS REQUIRED
NEW PIPING
NEW 4" CONCRETE WITH
(4)#4 REINFORCING
TO SANITARY
SEWER
PPM
REVISIONS
Agricultural
Service Research
DESCRIPTION
SHEET
DATEc P.A.
FIRM
U
NO.
DEPM
SAFETY & HEALTH
REAL PROPERTY
A
DATE
PROJECT NO.
SUSDA
BY
AGRICULTURAL RESEARCH SERVICE
OF
THE
DESIGNER
PROJECT MANAGER
JOB #
CHECKED BY
A-E FIRM
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
Johnson M Adams
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
C:
\U se rs\ aw oo da rd
.JM
CF
IR
M\
Ap pD ata \Lo ca l\T em p\A cP ub lis h_
4\C
2.d wg
A pr
, 2
2 -
2:
pm
USDA AGRICULTURAL RESEARCH SERVICE, SNFRU
SEPARATE DISCHARGE AT GREENHOUSE FACILITY
RALEIGH, NORTH CAROLINA
MISC. DETAILS
C102 4 504/2022
THT
THT
FEJ
CONCRETE PVMT. JOINT PLAN
1"= 10'-0"
C102
GRAPHIC SCALE
SCALE:1"=10'-0"
0 10'10' 5'
SCALE:
TYP. SECTION @ RAMP
1/4" = 1'-0"
C102
SCALE:
TYP. SECTION
1/4" = 1'-0"
C102
EXISTING 8" SEWER LINE,
ELEVATION VARIES
8'0 2' 4' 12'
SCALE: 1/4"= 1'-0"
SCALE:
JOINT DETAILS
NONE
C102
1 4" 1 4"
1 2"
2"
SCALE:
DETAIL "B"
NONE
B
C102SCALE:
DETAIL "C"
NONE
A
C102
CONTROL JOINT
CONSTRUCTION JOINT
A C102
B C102
CUT REINF. @ JOINT
LOW MODULUS
SILICONE SEALANT
CLOSED CELL POLYETHYLENE
BACKER ROD (1" DIA.)
CONSTRUCTION JOINT
12" 3 8"
5 8"
3 16
1 16
1'- 1"
* FIRST SAWCUT
** SECOND SAWCUT
LIQUID JOINT
SEALANT
SEPARATING TAPE
18"
SCALE:
PIPE CONNECTION DETAILS
NONE
C102
1" MIN. CLEARANCE
BETWEEN PLUG & COVER
6" MIN. FINISHED GRADE
BRASS PLUG
1 2" 5 1 2"
C.I. BOX W/COVER
4" 45° C.I. BEND
1" MIN. CLEAR
C.I. WYE BRANCH
TIE OR PLUG,
AS REQUIRED
CONCRETE 6" THICK x 1'-0" WIDE PIPING
WYE TO BUILDING OR
OTHER SERVICE, AS
RQUIRED
4" CAST IRON PIPE
SQUARE CONCRETE PAD
CONNECTION TO SEWER
CONNECTION TO DRAIN LINE
SCALE:
GREENHOUSE TRAP DETAIL
NONE
C102
SCALE:
BASEMENT LEVEL TRAP DETAIL
NONE
C102
SCALE:
CLEANOUT DETAIL
NONE
C102
#10338
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PPM
REVISIONS
Agricultural
Service Research
DESCRIPTION
SHEET
DATEc P.A.
FIRM
U
NO.
DEPM
SAFETY & HEALTH
REAL PROPERTY
A
DATE
PROJECT NO.
SUSDA
BY
AGRICULTURAL RESEARCH SERVICE
OF
THE
DESIGNER
PROJECT MANAGER
JOB #
CHECKED BY
A-E FIRM
P.O. BOX 513, GREENWOOD, MISSISSIPPI - (662) 455-4943
Johnson M Adams
ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT
C:
\U se rs\ aw oo da rd
.JM
CF
IR
M\
Ap pD ata \Lo ca l\T em p\A cP ub lis h_
4\C
3.d wg
A pr
, 2
2 -
2:
pm
USDA AGRICULTURAL RESEARCH SERVICE, SNFRU
SEPARATE DISCHARGE AT GREENHOUSE FACILITY
RALEIGH, NORTH CAROLINA
PHOTOGRAPHS
C103 5 504/2022
THT
THT
FEJ
PHOTO #1
NONE SCALE:
PHOTO #2
NONE
SCALE:
PHOTO #3
NONE
SCALE:
PHOTO #4
NONE
FLOOR DRAIN
FLOOR DRAIN
FLOOR DRAIN
FLOOR DRAIN
SCALE:
PHOTO #5
NONE
TYPICAL GREENHOUSE
FLOOR DRAIN PIPING
#10338
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ENGINEER
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| Sheets and Views |
| T100 |
| C100 |
| C101 |
| C102 |
| C103 |
File details come from the government source that posted it. Updated .