Drawings Set 1_2 657A4-22-309 62 pages.pdf
PDF 22 MB Posted
- Attached to
- Z1NE--657A4-22-309, Fire Main and Water Storage
- Solicitation number
- 36C25525R0099
About this file
These engineering drawings detail a comprehensive water infrastructure replacement project for the John J. Pershing VA Medical Center in Poplar Bluff, Missouri. The 62-page drawing set (Drawings Set 1_2 657A4-22-309) includes detailed civil, structural, architectural, and utility plans for replacing the facility's fire main and water storage systems across multiple bid packages. Key components include constructing two 140,000-gallon water storage tanks (one for domestic water, one for fire/industrial water), a new pump station building, emergency generator, underground fuel tank, and comprehensive water distribution infrastructure improvements.
The project involves three primary construction phases, with extensive demolition and replacement of existing water lines, fire hydrants, valves, and underground utilities. The drawings specify detailed site grading, utility routing, erosion control measures, and technical specifications for water tank foundations, piping, and associated infrastructure. The project is set aside for Service-Disabled Veteran-Owned Small Businesses (SDVOSB), with an estimated cost between $10-20 million and a 520-calendar day performance period. The solicitation is expected to be released around June 20, 2025, with the goal of addressing the facility's degraded water infrastructure and ensuring a 96-hour standby water supply.
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Text version
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
Date:Revisions:
1098754321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
REPLACE FIRE MAIN AND WATER
STORAGE, BID PACKAGE 1
1500 N WESTWOOD BLVD., POPLAR BLUFF, MO 63901
657A4-22-309
VEG 22.09
NOT FOR
CONSTRUCTION750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
100% CONSTRUCTION
DOCUMENTS
SGL ADB
GI001
N/A
COVER SHEET
JOHN J. PERSHING VA MEDICAL CENTER
1500 N. WESTWOOD BLVD., POPLAR BLUFF, MO 63901
PROJECT #: 657A4-22-309
REPLACE FIRE MAIN AND WATER STORAGE
ACCEPTANCE SHEET - PROJECT 657A4-22-309
AREA OF WORK
SO WOO V
W S
W
OO
V
W Y 67)
N or th
SHEET
NUMBER SHEET NAME
GENERAL
GI001 COVER SHEET
GI002 PHASING PLAN 1
GI003 PHASING PLAN 2
GI004 PHASING PLAN 3
SURVEY / MAPPING
VF101 EXISTING CONDITIONS SURVEY
CIVIL
C-001 GENERAL NOTES, ABBREVIATIONS, AND LEGENDS
CD100 CIVIL OVERALL DEMOLITION PLAN
CD101 CIVIL DEMOLITION PLAN 1
CD102 CIVIL DEMOLITION PLAN 2
CD103 CIVIL DEMOLITION PLAN 3
CG100 CIVIL OVERALL GRADING PLAN
CG101 CIVIL GRADING PLAN 1
CG102 CIVIL GRADING PLAN 2
CG103 CIVIL GRADING PLAN 3
CG114 EROSION CONTROL PLAN 3 - INITIAL BMPS
CG115 EROSION CONTROL PLAN 3 - INTERIM BMPS
CG116 EROSION CONTROL PLAN 3 - FINAL STABILIZATION
CG404 CIVIL GRADING PLAN - BUILDING 24 PUMP HOUSE
CG405 CIVIL DRAINAGE PLAN - BUILDING 24 PUMP HOUSE
CG501 CIVIL GRADING DETAILS
CG502 CIVIL GRADING DETAILS 2
CJ601 DOMESTIC WATER SCHEMATIC
CJ602 FIRE AND INDUSTRIAL WATER SCHEMATIC
CS100 CIVIL OVERALL SITE PLAN
CS101 CIVIL SITE PLAN 1
CS102 CIVIL SITE PLAN 2
CS103 CIVIL SITE PLAN 3
SHEET
NUMBER SHEET NAME
CS404 CIVIL SITE PLAN - BUILDING 24 PUMP HOUSE
CS501 CIVIL SITE PLAN DETAILS
CU100 CIVIL OVERALL UTILITY PLAN
CU101 CIVIL UTILITY PLAN 1
CU102 CIVIL UTILITY PLAN 2
CU103 CIVIL UTILITY PLAN 3
CU301 CIVIL WATER SUPPLY PLAN & PROFILE 1
CU302 CIVIL WATER SUPPLY PLAN & PROFILE 2
CU303 CIVIL WATER SUPPLY PLAN & PROFILE 3
CU304 CIVIL FIRE AND INDUSTRIAL WATER PLAN & PROFILE 4
CU305 CIVIL FIRE AND INDUSTRIAL WATER PLAN & PROFILE 5
CU306 CIVIL FIRE AND INDUSTRIAL WATER PLAN & PROFILE 6
CU308 CIVIL FIRE AND INDUSTRIAL WATER PLAN & PROFILE 8
CU309 CIVIL FIRE AND INDUSTRIAL WATER PLAN & PROFILE 9
CU311 CIVIL DOMESTIC WATER PLAN & PROFILE 11
CU312 CIVIL DOMESTIC WATER PLAN & PROFILE 12
CU313 CIVIL DOMESTIC WATER PLAN & PROFILE 13
CU315 CIVIL DOMESTIC WATER PLAN & PROFILE 15
CU318 CIVIL DOMESTIC WATER PLAN & PROFILE 18
CU319 CIVIL DOMESTIC WATER PLAN & PROFILE 19
CU320 CIVIL SANITARY SEWER PLAN AND PROFILE - BUILDING 24
CU321 CIVIL STORM SEWER PLAN AND PROFILE - BUILDING 24
CU322 CIVIL STORM SEWER PLAN AND PROFILE NORTH CAMPUS
CU404 CIVIL UTILITY PLAN BUILDING 24 - PUMP HOUSE
CU501 CIVIL UTILITY DETAILS - WATER DISTRIBUTION
CU502 CIVIL UTILITY DETAILS - WATER DISTRIBUTION
CU503 CIVIL UTILITY DETAILS - WATER DISTRIBUTION
CU504 CIVIL UTILITY DETAILS - WATER DISTRIBUTION
CU505 CIVIL UTILITY DETAILS
CU506 STORAGE TANK PLAN & PROFILE
CU507 STORAGE TANK ROOF DETAILS
CU508 STORAGE TANK FOUNDATION DETAILS
CU509 ALTITUDE CONTROL VALVE DETAILS
SHEET
NUMBER SHEET NAME
LANDSCAPE
L-001 LANDSCAPE ABBREVIATIONS & NOTES
LD100 LANDSCAPE OVERALL DEMOLITION PLAN
LD101 LANDSCAPE DEMOLITION PLAN 1
LD102 LANDSCAPE DEMOLITION PLAN 2
LD103 LANDSCAPE DEMOLITION PLAN 3
LP100 OVERALL PLANTING PLAN
LP101 PLANTING PLAN 1
LP102 PLANTING PLAN 2
LP103 PLANTING PLAN 3
LP404 PLANTING PLAN - BUILDING 24 PUMP HOUSE
STRUCTURAL
S-001 STRUCTURAL NOTES
S-002 STRUCTURAL ABBREVIATIONS, NOTES, & SYMBOLS
S-601 STRUCTURAL SPECIAL INSPECTIONS SCHEDULE
SB101 FOUNDATION PLAN
SB111 SLAB ON GRADE PLAN
SB501 FOUNDATION DETAILS
SB502 FOUNDATION DETAILS
SF112 TOP OF BEAM PLAN
SF113 ROOF FRAMING PLAN
SF411 ENLARGED FRAMING SECTIONS
SF501 CMU WALL DETAILS
SF511 CONNECTION DETAILS
SF512 CONNECTION DETAILS
SF601 COLUMN AND BEAM SCHEDULES
ARCHITECTURE
A-001 ARCHITECTURAL ABBREVIATIONS, NOTES, CODE DATA &
SYMBOLS
AE111 FLOOR PLAN, RCP & ROOF PLAN
SHEET
NUMBER SHEET NAME
AE201 ELEVATIONS - EXTERIOR
AE301 SECTIONS - BUILDINGS
AE511 DETAILS
AE601 SCHEDULES - FINISH SCHEDULE, WALL & ROOF TYPES
AE611 SCHEDULES - DOORS
FIRE PROTECTION
FP001 FIRE PROTECTION - GENERAL
PLUMBING
P-001 PLUMBING ABBREVIATIONS
PQ601 EQUIPMENT & FIXTURE SCHEDULES
PW111 DRAIN-WASTE-VENT PLAN
PW112 DRAIN-WASTE-VENT AXONOMETRIC VIEW
PI601 CONTROL DIAGRAMS
PK501 TYPICAL DETAILS
PK502 PROJECT PHOTOS
MECHANICAL
M-001 MECHANICAL ABBREVIATIONS & NOTES
M-002 MECHANICAL SYMBOLS
MQ601 EQUIPMENT SCHEDULES
MH110 HVAC PLAN
MP111 MECHANICAL PIPING PLAN
MI601 CONTROL DIAGRAMS
MK501 TYPICAL DETAILS
ELECTRICAL
SHEET
NUMBER SHEET NAME
E-001 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES
E-002 ELECTRICAL SYMBOLS
EL121 LIGHTING RCP - LEVEL 1
EL601 LIGHTING SCHEDULES
EP111 PUMP HOUSE - ELECTRICAL PLAN
EP112 PUMP HOUSE - ELECTRICAL GROUNDING PLAN
EP601 ELECTRICAL SCHEDULES
ET111 TELCOM PLAN - LEVEL 1
EK501 TYPICAL DETAILS
EK502 TYPICAL DETAILS
EK503 ELECTRICAL SEISMIC DETAILS
EK504 ELECTRICAL SEISMIC DETAILS
KEY MAP
AERIAL MAP
SHEET INDEX
DIRECTOR
ASSOCIATE DIRRECTOR
CHIEF OF STAFF
AD FOR PATIENT CARE
AD FOR OPERATIONS
QUALITY MANAGEMENT
MENTAL HEALTH CHIEF
PROJECT ENGINEER / COR
CHIEF OF EOC
CHIEF OF HOUSEKEEPING
ENGINEER REVIEW 1
ENERGY ENGINEER
ADDITIONAL REVIEW 1
ADDITIONAL REVIEW 2
POLICE CHIEF
CHIEF FMS
FACILITY PLANNER
EMPLOYEE HEALTH
SAFETY MANAGER
INFECTION CONTROL
PATIENT SAFETY
INTERIOR DESIGNER
e Date
SEE REVISION
SCHEDULE
100% CONSTRUCTION
DOCUMENTS IFB
S 89°38' E 1339.9'
N
°3 4'
E
0.
6'
N 32°56' W 1054.5'
N 89°11' W 763.9'
S
°3 2'
W
8.
1'
N 32°56' W 174.5'
E
E
E
E
E
E
E
E
E
E
E
E E
E
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E
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OHW
O H
W
OHW
TRAN
TRAN
TRAN
TRAN
C
D D
D
D
DD
D
FUTURE
TEMPORARY
BUILDING
C
C
C C C C
C
C
C
C C
C
C C
C
C
CC
C
C
C
C
C
C
C
PIV
FDC
FDC
FDC
FUEL OIL TANKS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
SS
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SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
EQUIPMENT
SHED
EQUIPMENT
SHEDS
PC
R
PC
R
PC
R
LP
S
LP
S
PCR
LPS
LPS
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
WATER VAULT
M
W
M
MEMORIAL
DRIVE
SOUTHWOOD DRIVE (UNDEVELOPED)
W
ESTW
OOD BLVD. (HW
Y 67)
AL
LE
Y
WV
CONSTRUCTION
PHASE 1,
BID PACKAGE 1
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
FDC
W
W
W
W
FH
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FH
FDC
FH
D
D
D
D
D
D
FH
FH
FH
FDC
TRAN
D
X X
X X
X
X
X X
X X
X X
X X
X X
FW
FW
FW
FW
W W
W
P
P
FP
FP
P
P
W
W
W
W
W
W
W W
W
W
FH
FH
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FH
W
FO
FO
FO
FO FO
FO
FO
FH
D
FO
FO
FO
FO
FO
FO
C
C
C
5.40'
4.49'
6.90'
5.6 3'
5.51'
4.99'
C
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
KEYNOTES
KEY PLAN
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
Date:Revisions:
1098754321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
REPLACE FIRE MAIN AND WATER
STORAGE, BID PACKAGE 1
1500 N WESTWOOD BLVD., POPLAR BLUFF, MO 63901
657A4-22-309
VEG 22.09
NOT FOR
CONSTRUCTION750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
100% CONSTRUCTION
DOCUMENTS
SEE REVISION
SCHEDULE
001 REV. IFB 04/10/2025
SCALE:SCALE: 1" = 60'
0 30' 60' 120' 180' 240'15
PHASING PLAN 1
N or th
SGL ADB
GI002
N/A
PHASING PLAN 1
SO WOO V
W S
W
OO
V
W Y 67)
N or th
SO WOO V
W S
W
OO
V
W Y 67)
N or th
1. PHASE 1 CONSTRUCTION STAGING AREA.
2. 140,000 GAL. DOMESTIC WATER STORAGE TANK.
3. 140,000 GAL. FIRE AND INDUSTRIAL WATER STORAGE TANK.
4. PUMP STATION BUILDING
5. PROVIDE TEMPORARY 8" DIA. PLUG AND DEAD END THRUST COLLAR WITH 2"
DIA. BLOWOFF AT END OF WATER AND FIRE MAIN EXTENSIONS.
6. EMERGENCY GENERATOR & FUEL TANK.
1. SEE GENERAL NOTES, ABBREVIATIONS AND LEGENDS ON SHEET C-001.
2. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SECTION 01 00 00
GENERAL REQUIREMENTS AND THE VHA COR. DEMOLITION WILL BE IN
ACCORDANCE WITH SECTION 02 41 00. EXCAVATION AND BACKFILL WILL BE IN
ACCORDANCE WITH 31 20 00 EARTHWORK.
3. ASBESTOS ABATEMENT SHALL BE IN ACCORDANCE WITH SECTION 02 82 13.41,
AND LEAD-BASED PAINT REMOVAL AND DISPOSAL IN ACCORDANCE WITH
SECTION 02 83 33.
4. PROVIDE TEMPORARY PLUGS WITH 2" BLOW-OFFS FOR CHLORINATION AND
PRESSURE TESTING PURPOSES
5. PHASE 1 CONSTRUCTION SHALL INCLUDE WATER AND FIRE STORAGE TANKS,
PUMP STATION BUILDING, EMERGENCY GENERATOR, AND UNDERGROUND
FUEL TANK. PHASE 1 IMPROVEMENTS SHALL BE INSTALLED, TESTED,
OPERATIONAL, AND APPROVED BY VHA COR BEFORE PROCEEDING TO PHASE 2
INFRASTRUCTURE IMPROVEMENTS.
6. CONTRACTOR MUST MAINTAIN EGRESS TO ALL AREAS OF FACILITY DURING
OPERATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: LOADING
DOCKS, FACILITY ENTRANCES, CLINICAL SERVICE ENTRANCES, PARKING
AREAS, LIFE SAFETY EGRESS. BRIEF UTILITY INTERRUPTIONS MIST BE
COORDINATED A MINIMUM OF TWO (2) WEEKS NOTICE TO THE COR. UTILITY
INTERRUPTIONS SHALL BE AFTER BUSINESS HOURS (MON - FRI 8AM TO 4:30 PM)
OR ON WEEKENDS AT THE DISCRETION OF THE COR.
e Date
SEE REVISION
SCHEDULE
PIV
FDC
FDC
FDC
S 89°38' E 1339.9'
N
°3 4'
E
0.
6'
N 32°56' W 1054.5'
N 89°11' W 763.9'
S
°3 2'
W
8.
1'
N 32°56' W 174.5'
E
E
E
E
E
E
E
E
E
E
E
E E
E
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E
E
E
E
E
E
E
OHW
O H
W
OHW
TRAN
TRAN
TRAN
TRAN
C
D D
D
D
DD
D
FUTURE
TEMPORARY
BUILDING
C
C
C C C C
C
C
C
C C
C
C C
C
C
CC
C
C
C
C
C
C
C
FUEL OIL TANKS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
PC
R
PC
R
PC
R
LP
S
LP
S
PCR
LPS
LPS
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
WATER MH 41
ELEC. W METER
W
W
W
M
W
W
W
W
EXISTING
WATER
STORAGE
TANK
M
W
ESTW
OOD BLVD. (HW
Y 67)
AL
LE
Y
SOUTHWOOD DRIVE (UNDEVELOPED)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
FDC
W
W
W
W
FH
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FH
FDC
FH
D
D
D
D
D
D
FH
FH
FH
FDC
TRAN
D
X X
X X
X
X
X X
X X
X X
X X
X X
FW
FW
FW
FW
W W
W
P
P
FP
FP
P
P
W
W
W
W
W
W
W W
W
W
FH
FH
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FH
W
FO
FO
FO
FO FO
FO
FO
FH
D
FO
FO
FO
FO
FO
FO
C
C
C
5.40'
4.49'
6.90'
5.6 3'
5.51'
4.99'
C
CONSTRUCTION
PHASE 2,
BID PACKAGE 1
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
KEYNOTES
KEY PLAN
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
Date:Revisions:
1098754321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
REPLACE FIRE MAIN AND WATER
STORAGE, BID PACKAGE 1
1500 N WESTWOOD BLVD., POPLAR BLUFF, MO 63901
657A4-22-309
VEG 22.09
NOT FOR
CONSTRUCTION750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
100% CONSTRUCTION
DOCUMENTS
SEE REVISION
SCHEDULE
001 REV. IFB 04/10/2025
SCALE:SCALE: 1" = 60'
0 30' 60' 120' 180' 240'15
PHASING PLAN 2
N or th
SGL ADB
GI003
N/A
PHASING PLAN 2
SO WOO V
W S
W
OO
V
W Y 67)
N or th
SO WOO V
W S
W
OO
V
W Y 67)
N or th
1. PROVIDE TEMPORARY 8" DIA. PLUG AND DEAD END THRUST COLLAR WITH 2"
DIA. BLOWOFF AT END OF WATER FIRE AND SUPPLY MAIN EXTENSIONS.
2. REMOVE PHASE 1 TEMPORARY PLUG AND BLOWOFF AND CONNECT TO
PHASE 1 DISTRIBUTION PIPELINE.
3. PROVIDE FIBER OPTIC PROTECTIVE CASING AND MANHOLE. DO NOT PROVIDE
FIBER OPTIC WIRING, IT WILL BE RAN THROUGH THE CASING IN BIDDING
PACKAGE 2.
4. CAP PIPE AT VALVE FOR PHASE 2 CONNECTION
1. SEE GENERAL NOTES, ABBREVIATIONS AND LEGENDS ON SHEET C-001.
2. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATION 01 00 00
GENERAL REQUIREMENTS AND THE VHA COR. DEMOLITION WILL BE IN
ACCORDANCE WITH SECTION 02 41 00. EXCAVATION AND BACKFILL WILL BE IN
ACCORDANCE WITH 31 20 11 EARTHWORK .
3. ASBESTOS ABATEMENT SHALL BE IN ACCORDANCE WITH SECTION 02 82 13.41,
AND LEAD-BASED PAINT REMOVAL AND DISPOSAL IN ACCORDANCE WITH
SPECIFICATION 02 83 33.
4. PROVIDE TEMPORARY PLUGS WITH 2" BLOWOFFS FOR CHLORINATION AND
PRESSURE TESTING PURPOSES.
5. PHASE 2 CONSTRUCTION SHALL INCLUDE REPLACEMENT OF WATER AND FIRE
DISTRIBUTION MAINS. NEW PHASE 2 IMPROVEMENTS SHALL BE INSTALLED,
TESTED, OPERATIONAL, AND APPROVED BY VHA COR BEFORE PROCEEDING
TO PHASE 3 INFRASTRUCTURE IMPROVEMENTS AND SERVICE CONNECTIONS
TO EXISTING BUILDINGS.
6. CONTRACTOR MUST MAINTAIN EGRESS TO ALL AREAS OF FACILITY DURING
OPERATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: LOADING
DOCKS, FACILITY ENTRANCES, CLINICAL SERVICE ENTRANCES, PARKING
AREAS, LIFE SAFETY EGRESS. BRIEF UTILITY INTERRUPTIONS MIST BE
COORDINATED A MINIMUM OF TWO (2) WEEKS NOTICE TO THE COR. UTILITY
INTERRUPTIONS SHALL BE AFTER BUSINESS HOURS (MON - FRI 8AM TO 4:30 PM)
OR ON WEEKENDS AT THE DISCRETION OF THE COR.
e Date
SEE REVISION
SCHEDULE
°3 4'
E
0.
6'
N 32°56' W 1054.5'
N 89°11' W 763.9'
S
°3 2'
W
8.
1'
N 32°56' W 174.5'
E
E
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OHW
O H
W
OHW
TRAN
TRAN
TRAN
TRAN
C
D D
D
D
DD
D
FUTURE
TEMPORARY
BUILDING
C
C
C C C C
C
C
C
C C
C
C C
C
C
CC
C
C
C
C
C
C
C
PIV
FDC
FDC
FDC
SS
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SS
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
EQUIPMENT
SHED
EQUIPMENT
SHEDS
PC
R
PC
R
PC
R
LP
S
LP
S
PCR
LPS
LPS
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
WATER VAULT
M
W
M
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
FDC
W
W
W
W
FH
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FH
FDC
FH
D
D
D
D
D
D
FH
FH
FH
FDC
TRAN
D
X X
X X
X
X
X X
X X
X X
X X
X X
FW
FW
FW
FW
W W
W
P
P
FP
FP
P
P
W
W
W
W
W
W
W W
W
W
FH
FH
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FH
W
FO
FO
FO
FO FO
FO
FO
FH
D
FO
FO
FO
FO
FO
FO
C
C
C
5.40'
4.49'
6.90'
5.6 3'
5.51'
4.99'
C
W
ESTW
OOD BLVD. (HW
Y 67)
AL
LE
Y
SOUTHWOOD DRIVE (UNDEVELOPED)
'1
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
KEYNOTES
KEY PLAN
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
Date:Revisions:
1098754321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
REPLACE FIRE MAIN AND WATER
STORAGE, BID PACKAGE 1
1500 N WESTWOOD BLVD., POPLAR BLUFF, MO 63901
657A4-22-309
VEG 22.09
NOT FOR
CONSTRUCTION750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
100% CONSTRUCTION
DOCUMENTS
SEE REVISION
SCHEDULE
001 REV. IFB 04/10/2025
SCALE:SCALE: 1" = 60'
0 30' 60' 120' 180' 240'15
PHASING PLAN 3
N or th
SGL ADB
GI004
N/A
PHASING PLAN 3
SO WOO V
W S
W
OO
V
W Y 67)
N or th
SO WOO V
W S
W
OO
V
W Y 67)
N or th
1. PROVIDE TEMPORARY 8" DIA PLUG AND THRUST BLOCK WITH 2" DIA BLOWOFF AT END OF
WATER AND FIRE MAIN EXTENSIONS.
2. COORDINATE WITH NATURAL GAS UTILITY FOR CROSSING AND UTILITY RELOCATION.
3. CONNECTION TO EXISTING WATER UTILITY MAINS, COORDINATE WITH MODOT FOR BORING
UNDER HWY 67 (WESTWOOD BLVD.).
4. 8" X 6" TEE AND KB WITH 6" GATE VALVE & BOX. 6" D.I. WATER MAIN, AND 6" DIA MANHOLE WITH
6" CHECK VALVE.
5. DISCONNECT EXISTING 6" X 6" TEE FOR EXISTING 6" D.I. MAIN TO NORTH. PLUG AND THRUST BLOCK TEE. INSTALL 8" X 6" TEE AND THRUST BLOCK AT 8" FIRE MAIN AND EXTEND 6" D.I. FIRE MAIN SOUTHWESTERLY TO EXISTING FIRE MAIN. INSTALL 6" X 6" TEE, TWO (2) 6" RESTRAINED
COUPLINGS, CONCRETE THRUST BLOCK, AND APPURTENANCES AS REQUIRED FOR
CONNECTION TO EXISTING 6" D.I. FIRE MAIN.
6. AFTER WATER DISTRIBUTION MAIN TO BE INSTALLED, TESTED AND ACCEPTABLE BY VHA COR, INSTALL 8" X 1.5" SERVICE SADDLE, 1.5" CORP STOP, 1.5" CURB STOP AND 1.5" TYPE K COPPER SERVICE LINE FROM 8" D.I. WATER MAIN TO EXISTING 1.5" COPPER SERVICE LINE SUPPLYING
DOMESTIC WATER BUILDING 2.
7. CAP FIRE AND WATER MAINS AFTER VALVE TO PREPARE FOR BID PACKAGE 2.
8. CONNECT 8" D.I. WATER AND 8" D.I. FIRE MAINS TO NEW 8" WATER & 8" FIRE MAINS FROM
PHASE 2.
9. CONNECT 8" D.I. SERVICE LINE TO PHASE 2 LINE.
10. PROVIDE SIGNAGE FOR PARKING LOT CLOSURE DURING PHASES.
CONSTRUCTION
PHASE 3,
BID PACKAGE 1
1. SEE GENERAL NOTES, ABBREVIATIONS AND LEGENDS ON SHEET C-001.
2. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATION 01 00 00
GENERAL REQUIREMENTS AND THE VHA COR. DEMOLITION WILL BE IN
ACCORDANCE WITH SECTION 02 41 00. EXCAVATION AND BACKFILL WILL BE IN
ACCORDANCE WITH 31 20 11 EARTHWORK.
3. ASBESTOS ABATEMENT SHALL BE IN ACCORDANCE WITH SECTION 02 82 13.41,
AND LEAD-BASED PAINT REMOVAL AND DISPOSAL IN ACCORDANCE WITH
SPECIFICATION 02 83 33.
4. PROVIDE TEMPORARY PLUGS WITH 2" BLOWOFFS FOR CHLORINATION AND
PRESSURE TESTING PURPOSES.
5. PHASE 3 CONSTRUCTION SHALL INCLUDE REPLACEMENT OF WATER AND FIRE
DISTRIBUTION MAINS. NEW PHASE 2 IMPROVEMENTS SHALL BE INSTALLED,
TESTED, OPERATIONAL, AND APPROVED BY VHA COR BEFORE PROCEEDING
WITH SERVICE CONNECTIONS TO EXISTING BUILDINGS.
6. CONTRACTOR MUST MAINTAIN EGRESS TO ALL AREAS OF FACILITY DURING
OPERATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: LOADING
DOCKS, FACILITY ENTRANCES, CLINICAL SERVICE ENTRANCES, PARKING
AREAS, LIFE SAFETY EGRESS. BRIEF UTILITY INTERRUPTIONS MIST BE
COORDINATED A MINIMUM OF TWO (2) WEEKS NOTICE TO THE COR. UTILITY
INTERRUPTIONS SHALL BE AFTER BUSINESS HOURS (MON - FRI 8AM TO 4:30 PM)
OR ON WEEKENDS AT THE DISCRETION OF THE COR.
e Date
SEE REVISION
SCHEDULE
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
Date:Revisions:
1098754321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
REPLACE FIRE MAIN AND WATER
STORAGE, BID PACKAGE 1
1500 N WESTWOOD BLVD., POPLAR BLUFF, MO 63901
657A4-22-309
VEG 22.09
NOT FOR
CONSTRUCTION750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
100% CONSTRUCTION
DOCUMENTS
SEE REVISION
SCHEDULE
001 REV. IFB 04/10/2025 SGL ADB
C-001
N/A
GENERAL NOTES, ABBREVIATIONS,
AND LEGENDS
ABBREVIATIONS
(A) TO BE REMOVED
AHJ AUTHORITY HAVING JURISDICTION
(ATG) ADJUST TO GRADE
BMP BEST MANAGEMENT PRACTICES
BOC BACK OF CURB
BW BOTTOM OF WALL
BOW BACK OF WALK
C.I. CAST IRON
CLF CHAIN LINK FENCE
CLR CLEARANCE
CO CLEANOUT
COR CONTRACTING OFFICER'S REPRESENTATIVE
CONC CONCRETE
DEMO DEMOLISH / DEMOLITION
DC BFP DOUBLE CHECK VALVE
BACKFLOW PREVENTER
DIP OR D.I. DUCTILE IRON PIPE
E EAST, EASTERLY
EL / ELEV ELEVATION
ELEC ELECTRIC
EOP EDGE OF PAVEMENT
EPB ELECTRIC PULL BOX
EW EACH WAY
EX EXISTING
FCCCHR FOUNDATION FOR CROSS-CONNECTION
AND HYDRAULIC RESEARCH
FFE FINISHED FLOOR EXISTING
FL FLOWLINE
FND FOUND
FT FEET
G GAS
GAL GALLON
H HEIGHT
HDPE HIGH DENSITY POLYETHYLENE
HP HIGH POINT
I.E. INVERT ELEVATION
L LENGTH
LP LOW POINT, LIGHT POLE
LPS LOW PRESSURE STEAM
LT LIGHT
MAX. MAXIMUM
MH MANHOLE
MIN. MINIMUM
N NORTH, NORTHING
NTS NOT TO SCALE
OHW OVERHEAD WIRE
PCR PRESSURE CONDENSATE RETURN
PVC POLYVINYL CHLORIDE PIPE
R RADIUS
(R) RECORD INFORMATION
RCP REINFORCED CONCRETE PIPE
RP BFP REDUCED PRESSURE PRINCIPAL BACKFLOW PREVENTER
RSMO REVISED STATUES OF MISSOURI
SQ SQUARE
SS SANITARY SEWER
SST STAINLESS STEEL
STEM STEAM
STM STORM
T TELEPHONE CABLE
TBC TOP BACK OF CURB
(TBR&R) TO BE REMOVED AND REPLACED
TC TOP OF CURB
TF TOP OF FOUNDATION
T.O.P. TOP OF PIPE
TRANS ELECTRIC TRANSFORMER
TW TOP OF WALL
UDE UNDERGROUND ELECTRIC
UDG UNDERGROUND GAS
UDRN UNDERDRAIN
UGC UNDERGROUND COMMUNICATION
UGE UNDERGROUND ELECTRIC
UGFO UNDERGROUND FIBER OPTIC
UGRD UNDERGROUND
UGT UNDERGROUND TELEPHONE
USC UNIVERSITY OF SOUTHERN CALIFORNIA
VA DEPARTMENT OF VETERANS AFFAIRS
VCP VITRIFIED CLAY PIPE
VHA VETERANS HEALTH ADMINISTRATION
WTR WATER
W WIDTH, WATER
DEMOLITION NOTES
EROSION NOTES
1. EROSION AND SILTATION CONTROL SHALL BE INSTALLED AND MUST BE MAINTAINED THROUGHOUT THE
PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER AND ADEQUATE VEGETATIVE GROWTH ENSURES
NO FURTHER EROSION OF THE SOIL.
2. AT LEAST ONCE EVERY WEEK AND AFTER EVERY RAINFALL EVENT OF 0.25 INCHES OR MORE, EROSION AND SILTATION CONTROL DEVICES SHALL BE INSPECTED BY THE CONTRACTOR FOR DAMAGE AND AMOUNT OF
SEDIMENTATION ACCUMULATED AND CORRECTIVE ACTIONS TAKEN.
3. TEMPORARY SILTATION CONTROL MEASURES (STRUCTURAL) SHALL BE MAINTAINED UNTIL VEGETATIVE COVER
IS ESTABLISHED AT A SUFFICIENT DENSITY TO PROVIDE EROSION CONTROL ON THE SITE.
4. WHERE NATURAL VEGETATION IS REMOVED DURING GRADING, VEGETATION SHALL BE REESTABLISHED IN SUCH
A DENSITY AS TO PREVENT EROSION.
5. WHEN GRADING OPERATIONS ARE COMPLETED OR SUSPENDED FOR MORE THAT 5 DAYS IN ANY AREA, THE DISTURBED AREA SHALL BE SEEDED OR OTHERWISE STABILIZED TO SIGNIFICANTLY REDUCE THE ERODIBILITY OF THE SOIL. PROTECTIVE MEASURES MAY INCLUDE A COMBINATION OF SEEDING, SODDING, MULCHING OR
OTHER SUITABLE MEANS TO PROTECT THE GROUND SURFACE FROM EROSION.
6. IF CUT AND FILL OPERATIONS OCCUR DURING A SEASON NOT FAVORABLE FOR IMMEDIATE ESTABLISHMENT OF PERMANENT GROUND COVER, A FAST GERMINATING GRASS SEED SUCH AS RYE GRASSES SHALL BE UTILIZED
TO RETARD EROSION IF EROSION CONTROL DEVICES HAVE NOT BEEN ESTABLISHED.
7. ALL FINISHED GRADES (AREAS NOT TO BE DISTURBED BY FUTURE IMPROVEMENT) IN EXCESS OF 20% SLOPES (5:1) SHALL BE COVERED WITH EROSION CONTROL FABRIC OR MULCHED AND TACKED AT THE RATE OF 100
POUNDS PER 1,000 SQUARE FEET WHEN SEEDED.
8. STORM WATER PIPES, OUTLETS AND CHANNELS SHALL BE PROTECTED BY SILT BARRIERS AND KEPT FREE OF
WASTE AND SILT AT ALL TIMES PRIOR TO FINAL SURFACE STABILIZATION AND/OR PAVING.
9. SEDIMENT BUILD-UP REMOVED DURING ROUTINE BMP MAINTENANCE SHALL REMAIN ON-SITE. SEDIMENT SHALL BE RELOCATED TO WITHIN THE STOCKPILE AREA OR TO A LEVEL AREA (1% MAX) ABSENT OF CONCENTRATED
FLOWS. LEVEL OUT SEDIMENT AND ALLOW TO DRY.
SILTATION IMPLEMENTATION SCHEDULE:
GRADING NOTES:
1. INSTALL PERIMETER SILTATION CONTROL AND CONSTRUCTION ENTRANCE.
2. DEMO EXISTING PARKING LOT AND BEGIN PLACING AGGREGATE BASE IN PAVEMENT AREAS ONCE AREA HAS
REACHED FINAL GRADE TO PREVENT EROSION.
3. PLACE SILT FENCE AROUND EACH STORM SEWER INLET AS IT IS CONSTRUCTED.
4. IMMEDIATELY SEED GRADED AREAS UPON REACHING FINAL GRADE THAT ARE TO BE PERMANENTLY SEEDED.
1. ON-SITE GRADING WILL UTILIZE STANDARD GRADING EQUIPMENT TO ACHIEVE THE PROPOSED GRADES
SHOWN ON THIS PLAN.
2. GRADING OPERATIONS SUBJECT TO THE CONDITIONS AND RECOMMENDATIONS OF THE GEOTECHNICAL
ENGINEER(S).
3. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE TO FINISHED GRADE.
1. VALHALLA ENGINEERING GROUP, LLC. HAS NO RESPONSIBILITY FOR SERVICES PROVIDED BY OTHERS TO IMPLEMENT THE IMPROVEMENTS SHOWN ON THIS PLAN. THE CONSTRUCTION MEANS AND METHODS ARE THE SOLE RESPONSIBILITY TO THE VHA CONTRACTOR. VALHALLA ENGINEERING GROUP, LLC. HAS NO RESPONSIBILITY TO VERIFY FINAL IMPROVEMENTS AS SHOWN ON THIS PLAN UNLESS SPECIFICALLY ENGAGED
AND AUTHORIZED TO DO SO BY THE VHA OR CONTRACTOR.
2. UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND INFORMATION PROVIDED BY THE VHA, AND THEREFORE DO NOT NECESSARILY REFLECT THE ACTUAL EXISTENCE, NONEXISTENCE, SIZE, TYPE, NUMBER OR LOCATION OF THESE FACILITIES, STRUCTURES, AND UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION OF ALL UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES, EITHER SHOWN OR NOT SHOWN ON THESE PLANS.
THE UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES SHALL BE LOCATED IN THE FIELD, PRIOR TO ANY GRADING, EXCAVATION OR CONSTRUCTION OF IMPROVEMENTS. THESE PROVISIONS SHALL IN NO WAY ABSOLVE ANY PARTY FROM COMPLYING WITH THE UNDERGROUND FACILITY AND DAMAGE PREVENTION ACT, CHAPTER 319 RSMO.
3. LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AND OTHER EXISTING SUBSURFACE
CONDITIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. NEITHER THE GOVERNMENT NOR THE
ARCHITECT/ENGINEER IS RESPONSIBLE FOR CONFIRMING OR VERIFYING EXISTING
UNDERGROUND/SUBSURFACE CONDITIONS. CONTRACTOR'S PROPOSED PRICE FOR WORK SHALL INCLUDE THE COSTS TO PHYSICALLY CONFIRM AND VERIFY EXISTING UNDERGROUND/SUBSURFACE CONDITIONS AS TO LOCATION, SIZE, ELEVATION OR AS OTHERWISE REQUIRED FOR THE CONTRACTOR'S PERFORMANCE OF THE WORK AND TO ENSURE THE CONTRACTOR'S PERFORMANCE OF THE WORK SO AS TO MAINTAIN MEDICAL CENTER OPERATIONS WITHOUT DISRUPTION OF SERVICES. FOR EXISTING UTILITIES PARALLEL TO AREAS OF EXCAVATION, CONTRACTOR'S PROPOSAL SHALL INCLUDE COST TO PROPERLY LOCATE, PROTECT, RELOCATE OR RE-ROUTE SUCH UTILITIES WHICH ARE SUBJECT TO DAMAGE OR SERVICE DISRUPTION AS A RESULT OF PERFORMANCE OF THE WORK. FOR EXISTING UTILITIES PERPENDICULAR TO AREAS OF EXCAVATION THAT CANNOT BE PROPERLY PROTECTED, SUPPORTED OR OTHERWISE MAINTAINED IN OPERATION, CONTRACTOR'S PROPOSAL SHALL INCLUDE COSTS TO REPLACE THE SECTION OF THE UTILITY SPANNING THE AREA OF EXCAVATION PLUS AN ADDITIONAL TEN (10) FEET OF LENGTH ON EITHER SIDE OF THE AREA OF EXCAVATION.
RELOCATION OR REPLACEMENT OF EXISTING UTILITIES SHALL INCLUDE TEMPORARY PROVISIONS TO MAINTAIN MEDICAL CENTER OPERATIONS. CONTRACTOR'S FAILURE TO CONFIRM AND/OR VERIFY THE NATURE OF EXISTING UNDERGROUND/SUBSURFACE CONDITIONS PRIOR TO PERFORMANCE OF THE WORK OF THE PROJECT SHALL NOT ENTITLE THE CONTRACTOR TO ADDITIONAL COMPENSATION OR AN EXTENSION OF CONTRACT TIME. EXISTING UTILITIES DAMAGED AS A RESULT OF THE WORK OF THE PROJECT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE IMMEDIATELY WHETHER OR NOT SUCH DAMAGE IS SUFFICIENT TO DISRUPT MEDICAL CENTER OPERATIONS. THE CONTRACTOR'S AS-BUILT/RECORD DOCUMENTS SHALL INCLUDE THE RECORDING OF EXISTING CONDITIONS INVESTIGATED BY THE CONTRACTOR AND THE AFFECT OF THE WORK OF THE PROJECT ON EXISTING CONDITIONS INCLUDING, BUT NOT LIMITED TO, THEIR
RELOCATION, RE-ROUTING AND REPLACEMENT IN WHOLE OR IN PART.
4. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR COSTS INCURRED DUE TO REMOVAL OF UNSUITABLE
MATERIAL WHICH MUST BE REMOVED FROM THE SITE.
5. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO PERFORM AN INDEPENDENT EARTHWORK ANALYSIS PRIOR TO SUBMISSION OF BID. IN THE EVENT DISCREPANCIES EXIST, THE GRADING CONTRACTOR
SHALL NOTIFY ENGINEER PRIOR TO SUBMISSION OF BID.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPORT AND/OR EXPORT ANY AND ALL MATERIALS NEEDED TO
COMPLETE THE FINISHED GRADES AND ELEVATIONS AS SHOWN ON DETAILED GRADING PLANS.
7. RE-USE OF EXISTING STOCKPILE MATERIALS AND EXCAVATION SPOILS ON-SITE SHALL BE VERIFIED AND
COORDINATED WITH THE PROJECT GEOTECHNICAL ENGINEER.
8. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ANY ROCK ENCOUNTERED. CONTRACTOR SHOULD
FAMILIARIZE THEMSELVES WITH ALL GEOTECHNICAL REPORTS AVAILABLE AND REVIEW THE
RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.
GENERAL CONSTRUCTION NOTES
EXISTING PROPOSED
STM STM
D
STEM STEM
SS SS
510 510
1. ALL DEMOLITION WORK SHALL BE IN CONFORMANCE WITH VHA SPECIFICATIONS 01 00 00 GENERAL
REQUIREMENTS AND 02 41 00 DEMOLITION.
2. PROTECT EXISTING TREES AND VEGETATION INDICATED TO REMAIN. PROTECT AGAINST UNNECESSARY CUTTING OR SKINNING OF ROOTS, BRANCHES OR BARK. DO NOT SMOTHER TREES OR VEGETATION WITH STOCKPILE MATERIAL. DO NOT PARK VEHICLES WITHIN DRIP LINE OF TREES. PROTECT EXISTING TREES AND VEGETATION TO REMAIN WITH TEMPORARY CONSTRUCTION FENCING PRIOR TO SITE CLEARING OPERATIONS.
3. CONTRACTOR TO COORDINATE RELOCATIONS, ABANDONMENT OR REMOVAL OF EXISTING UTILITIES WITH UTILITY COMPANIES AND VHA TO AVOID INTERRUPTION OF SERVICE TO BUILDINGS OUTSIDE OF SPECIFIED
PHASE OF WORK.
4. SAW CUTTING, CURB AND PAVEMENT REMOVALS MUST BE COORDINATED WITH INSTALLATION OF PROPOSED UTILITY MAINS AND SERVICES. CONTRACTOR TO COORDINATE WITH VHA TO COORDINATE PAVEMENT REMOVAL
AND/OR REPLACEMENT BY UTILITY COMPANY WITH ON-SITE DEMOLITION BY CONTRACTOR.
5. EXISTING PAVEMENT SHOWN TO BE REMOVED SHALL REQUIRE BACKFILL AND PROPER COMPACTION WITH
GRADES TO BE REESTABLISHED TO AVOID CONDITIONS WHERE PONDING OF WATER OCCURS.
6. THE VHA & UTILITY COMPANIES SHALL BE CONTACTED FOR COORDINATION ON PROPER ABANDONMENT AND/OR REMOVAL OF EXISTING UTILITY SERVICES TO BE REMOVED. NO CRITICAL SYSTEMS ARE TO BE SHUT OFF
WITHOUT ADVANCE NOTICE AND COORDINATION WITH FACILITY OPERATIONS.
7. CONTRACTOR TO CONTACT THE VHA & UTILITY COMPANIES TO COORDINATE UTILITY AND SERVICE INSTALLATION, REMOVALS, RELOCATIONS & ABANDONMENTS WITH EXISTING AND PROPOSED IMPROVEMENTS.
CONTRACTOR TO AVOID CONDITIONS WHERE NEW PAVEMENT, CURBING OR SIDEWALKS WILL BE DISTURBED BY
UTILITY INSTALLATIONS.
8. PAVEMENT AREAS, CURBS, BUILDINGS, TREES, ETC. SHALL BE REMOVED IN COMPLIANCE WITH ALL GOVERNING
AUTHORITIES.
9. ANY STORM SEWER INLETS INDICATED TO REMAIN IN PLACE BUT ARE OBSTRUCTED SHALL BE CLEANED OUT AND POSITIVE FLOW SHALL BE VERIFIED. IF INLETS ARE UNABLE TO BE REPAIRED, ENGINEER IS TO BE NOTIFIED
IMMEDIATELY.
10. EXISTING WATER METERS, HYDRANTS AND VALVES INDICATED TO REMAIN SHALL HAVE CONNECTING PIPES FIELD LOCATED PRIOR TO SERVICE AND ANY CONFLICTS WITH PROPOSED IMPROVEMENTS SHALL BE
REPORTED TO THE VHA COR PRIOR TO CONSTRUCTION.
11. EXISTING SEWERS INDICATED TO BE REMOVED AND/OR ABANDONED SHALL BE SECURELY BLOCKED AT ANY POINTS OF INTAKE OR DISCHARGE WITH A BULKHEAD OR PREFORMED PLUG. IF THE SEWER IS ABANDONED, IT
SHALL BE COMPLETELY FILLED WITH GROUT.
12. WATER AND FIRE UTILITY LINES, FITTINGS, AND VALVES SHALL BE EXCAVATED EXPOSING LINE, FITTINGS, AND VALVES. UTILITY PIPING, FITTINGS AND VALVES ARE TO BE REMOVED AND DISPOSED OFFSITE IN AN APPROVED
DISPOSAL SITE.
UD UD
CHLR CHLR
CHLS CHLS
EPBEPB
AREA INLET
BOLLARD (FIXED, REMOVEABLE)
CURB INLET
ELECTRIC PULL BOX
FIRE HYDRANT
GATE VALVE (OPEN, CLOSED)
GRATE INLET
GUY WIRE
HANDICAPPED PARKING
LIGHT STANDARD (SINGLE)
LIGHT STANDARD (DOUBLE)
MANHOLE (SEWER, DRAINAGE)
NOTES PARKING SPACES
PARKING CURB STOP
SHRUB
SIGN
KEYNOTE DESIGNATION
TREE
DEMOLITION OR DEMOLISH
LINE TYPE
SYMBOL LEGEND
SYMBOL
UNDERDRAIN
6" VERTICAL CONCRETE CURB
CHILLED WATER SUPPLY
CHILLED WATER RETURN
COMMUNICATION
SANITARY SEWER PIPE
STEAM LINE
STORM SEWER PIPE
STORM SEWER OUTLET
C C
CONTOUR AND ELEVATION
DEMOLISH AND REMOVE UTILITY // //
EELECTRIC E
LIMITS OF CONSTRUCTION
FUELFUEL LINE FUEL
D
UGEEUNDERGROUND ELECTRIC
EXISTING PROPOSED
FOFIBER OPTIC FO
MANHOLE (COMMUNICATION, ELECTRIC)
LINE TYPE LEGEND
DOWDOW
WWDOMESTIC WATER MAIN
DOMESTIC WATER SERVICE LINE
FWFWFIRE / INDUSTRIAL WATER
LPSLOW PRESSURE STEAM LPS
PCRPRESSURE CONDENSATE RETURN PCR
SS
SURVEY CONTROL DATUM:
1. BASE MAPPING PROVIDED FROM FIELD SURVEY PERFORMED BY SMITH & CO ENGINEERING DATED JULY 29, 2022.
NORTH BASED ON MISSOURI COORDINATE SYSTEM OF 1983 EAST ZONE CONVERGENCE SHOWN AND GRID FACTOR OF 0.99991787 AT CONTROL POINT NO. 3, NORTH 341942.45 FEET, EAST 844345.71 FEET, GROUND
DISTANCES SHOWN.
MODOT CORS. RTN STA. MODP (U.S. SURVEY FEET) NORTH 295644.965 FEET, EAST 732787.439 FEET.
CONTROL POINT TABLE
POINT NO. DESCRIPTION ELEVATION NORTHING EASTING
1 VA-1 432.800 342201.626 844595.049
2 VA-2 454.000 342313.120 844244.893
3 VA-3 428.640 341942.450 844345.712
K4 BOLLARD (FIXED)
SLEEVE
XFENCE X
TANK DESIGN:
THE FOLLOWING ARE A DELEGATED DESIGN TO THE TANK MANUFACTURER AND MIST BE SEALED AND SIGNED BY A
PROFESSIONAL ENGINEER LICENSED IN THE STATE OF MISSOURI:
1. TANK DESIGN PLANS FOR STEEL BOLTED GLASS COATED TANK AND ALL APPURTENANCES, INCLUDING PIPE
SUPPORTS.
2. TANK FOUNDATION DESIGN PLANS. THE GEOTECHNICAL REPORT SHOULD BE FURNISHED TO THE TANK
MANUFACTURER.
3. DESIGN PLANS FOR GROUNDING AND CATHODIC PROTECTION SYSTEM.
4. SPECIFICATIONS FOR ALL APPURTENANCES.
5. ALL REQUIRED CALCULATIONS WHICH SUPPORT THE DESIGN.
FINAL TANK FOUNDATION DESIGN IS DELEGATED DESIGN TO THE TANK MANUFACTURER AND MIST BE SEALED AND
SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF MISSOURI.
STORM SEWER SWALE
FH
ABANDON UTILITY // //SS
e Date
SEE REVISION
SCHEDULE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
SSE
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
JCT BOX
JCT BOX
JCT BOX
JCT BOX D
JCT BOX
JCT BOX
JCT BOX
JCT BOX
D
D
D
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
STM
STM
ST
M
STM STM
STM
STM
STM
ST
M
STM
STM
STM
STM
STM
STM
ST
M
W
W
W
W
W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
OHW
SS
GAS
GAS
GAS
GAS
GAS
GAS
G
AS
G
AS GAS
GAS
GAS
GAS
GAS
GA
S
GA
S
GAS
GAS
STM
STM
ST
M
ST
M
ST
M
STM
STM
STM
STM
STM
STM
STM
STM
D
D
D
D
D
STM ST
M
ST
M
STM
D
D
D
D
STM
STM
D
STM
STM
ST
M
D D
D
SS
SS
SS
SS
SS
SS
SS
D
D
D
D
D
GAS
GA
S
GAS
D
D
D
GAS
D
D D
D
STM
D
DW
W
W
W
W W
W
W
W
W
W
PCR
LPS
W
MH 1C-78
RIM: 390.44
INV: 381.99
MH 1C-78A
RIM: 400.06
INV: 394.48
MH 1C-78B
RIM: 410.96
INV: 404.40
MH 1C-80
RIM: 420.00
INV: 413.33
MH 1C-80A
RIM: 422.39
INV: 415.97
WATER MH 41
ELEC. W METER
DETENTION BASIN
OUTFLOW BOX
RIM: 396.37
INV.: 390.26
STW MH 40
STW MH 39
SS
MH
CHEMICAL HOLDING TANK
STW MH 49
STW CI 48
STW CI 47
SS MH 42
SS MH 21
STW CI 15
STW CI 16
STW MH 20
TELE. RISER
ELEC. MH
TELE MH
STW MH 19
STW MH 14
STW CI 17
STW CI 18
STW MH 44
SS MH 13
STW DI 12
STW DI 11
STW MH 9
SS MH 10
ELEC.
TRANS.
STW MH 5
ELEC MH
STW MH 6
STW MH 7
STW CI 23
STW CI 24
ELEC. MH
STW DI 4
STW MH 26
SS MH 27
STW CI 32
SS MH 31
STW MH 30
STW MH 29
ELEC MH
SS MH 35
STW MH 36
STW MH 37
STW MH 38
ELEC MH
STW CI 25
STW AI 46
STW AI 43
STW DI 3
SS MH 22
UNDERGROUND
FUEL TANK
UNDERGROUND
FUEL TANK
STW CI 28
STW DI 1
STW DI 2
SS MH 8
STW AI
STW AI
STW AI
STW AI
STW DI 33
STW DI 34
STW DI 45
STW AI
STW AI
STW AI
STW AI
STW MH
DEPTH: 3.1'
DRAINAGE STRUCTURE
FL ELEV: 420.38'
STW AI 50
WATER VAULT
O H
W
OHW
D
D
KEYNOTES
KEY PLAN
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
Date:Revisions:
1098754321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
REPLACE FIRE MAIN AND WATER
STORAGE, BID PACKAGE 1
1500 N WESTWOOD BLVD., POPLAR BLUFF, MO 63901
657A4-22-309
VEG 22.09
NOT FOR
CONSTRUCTION750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
100% CONSTRUCTION
DOCUMENTS
SEE REVISION
SCHEDULE
001 REV. IFB 04/10/2025
SCALE:SCALE: 1" = 60'
0 30' 60' 120' 180' 240'
OVERALL IMPROVEMENT AND
TOPOGRAPHIC SURVEY
N or th
SO WOO V
W S
W
OO
V
W Y 67)
N or th
SGL ADB
VF101
N/A
EXISTING CONDITIONS SURVEY
e Date
SEE REVISION
SCHEDULE
°3 4'
E
0.
6'
N 32°56' W 1054.5'
N 89°11' W 763.9'
S
°3 2'
W
8.
1'
N 32°56' W 174.5'
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
OHW
O H
W
OHW
C
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G G
G G
G
G
G
G
G
G
G
FUTURE
TEMPORARY
BUILDING
C
C
C C C C
C
C
C
C C
C
C C
C
C
CC
C
C
C
C
C
C
C
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
M
W
W
W
W
EXISTING
WATER
STORAGE
TANK
M
FH
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
PIV
FW
FW
FW
FW
FW
FDC
FDC
FW
FW
FW
FW
FW
FW
FW
FH
FH
FH
FH
FW
FDC
FW
SOUTHWOOD DRIVE (UNDEVELOPED)
W
ESTW
OOD BLVD. (HW
Y 67)
AL
LE
Y
MEMORIAL
DRIVE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X X
X X
X X
X
X
X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
STM
STM
STM
STM
ST
M
ST
M
STM
STM
ST
M
STM STM
STM
STM
STM
ST
M
STM
STM
STM
STM
STM
ST
M
STM
STM
STM
STM
STM
STM
STM
ST
M
STM
STM
STM
STM
STM
STM
STM
STM ST
M
ST
M
STM
STM
STM
STM
STM
ST
M
STM
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
STM
D D
D
D
D
D
D
D
D
D
DD
D
D
D
D
D
D
D
D
D
D
PLAN 3
PLAN 1BID PACKAGE 2
PLAN 2
EQUIPMENT
SHED
EQUIPMENT
SHEDS
GAS
SHED
PC
R
PC
R
PC
R
LP
S
LP
S
PCR
LPS
LPS
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
KEYNOTES
KEY PLAN
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
Date:Revisions:
1098754321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
REPLACE FIRE MAIN AND WATER
STORAGE, BID PACKAGE 1
1500 N WESTWOOD BLVD., POPLAR BLUFF, MO 63901
657A4-22-309
VEG 22.09
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
100% CONSTRUCTION
DOCUMENTS
SGL ADB
CD100
N/A
CIVIL OVERALL DEMOLITION PLAN
SCALE:SCALE: 1" = 60'
0 30' 60' 120' 180' 240'
CIVIL OVERALL DEMOLITION PLAN
SO WOO V
W S
W
OO
V
W Y 67)
N or th
1. SEE GENERAL NOTES, ABBREVIATIONS AND LEGENDS ON SHEET C-001.
2. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATION 01 00 00
GENERAL REQUIREMENTS AND THE VHA COR. DEMOLITION WILL BE IN
ACCORDANCE WITH SECTION 02 41 00. EXCAVATION AND BACKFILL WILL BE
IN ACCORDANCE WITH 31 20 00 EARTHWORK.
3. COORDINATION OF EXISTING UTILITIES TO REMAIN IN SERVICE DURING
CONSTRUCTION TO BE COORDINATED WITH VHA COR.
4. TREES NOT INDICATED FOR DEMOLITION ARE TO BE PROTECTED IN PLACE.
5. ASBESTOS ABATEMENT SHALL BE IN ACCORDANCE WITH SECTION 02 82 13.41,
AND LEAD-BASED PAINT REMOVAL AND DISPOSAL IN ACCORDANCE WITH
SPECIFICATION 02 83 33.13.
6. DEMOLITION SHALL INCLUDE DISCONNECTION OF THE EXISTING IRRIGATION
SYSTEM AND REMOVAL OF EXISTING IRRIGATION COMPONENTS.
FH
TR
FH
FH
PRESERVE TREES NOT INDICATED FOR
DEMOLITION AND AVOID DISTURBANCE
OF PICNIC AREA IMPROVEMENTS
DURING DEMOLITION OF PIPELINES
FH
TR
N or th
TR
TR
TR
TR
TR
TR
TR TR
TR
TRTR TR
TRTR
TR TRTR
TR
TRTR
TRTR TR
TR TR
TR
TR
TRTR
TR
TR
TR TR
TR
TR
TR
TR
TRTR
TR TRFH
TR
TR
DEMOLISH AND REMOVE FIRE HYDRANT
DEMOLISH AND REMOVE EXISTING TREE
UTILITY DISCONNECTION POINT
DEMOLITION SYMBOL LEGEND
UTILITY PIPELINES TO BE DEMOLISHED AND REMOVE
UTILITY PIPELINE TO BE ABANDONED IN PLACE
LEGEND
e Date
SEE REVISION
SCHEDULE
FDC
FDC
W
W
W
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
TRAN
TRAN
TRAN
BU
ILD
ING
BU
ILD
ING
BUILDING 7
EQUIPMENT
SHED
EQ
UI
PM
EN
T
SH
ED
S
FUEL OIL TANKS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
STM
STM
ST
M
ST
M
STM
STM
STM
STM
ST
M
ST
M
ST
M
ST
M
STM
STM
STM
STM
STM
STM
STM
ST
M
ST
M
ST
M
ST
M
STM
ST
M
ST
M
STM
STM
STM
STM
STM
STM
STM
STM
D
D
D
DD
D
D
D
T
T
T T T T T T T T T
T
T
T
T
T
T
T
T
T
T
T
T
EXISTING
UTILITY
TUNNEL
SOUTHWOOD DRIVE (UNDEVELOPED)
AL
LE
Y
PC
R
PC
R
PC
R
PC
R
PC
R
PC
R
LP
S
LP
S
LP
S
LP
S
LP
S
LPS
PCR
LPSPCR
PCR
PCR
PC
R
LPS
LPS
LPS LP
S
BUILDING 1
BUILDING 1
BUILDING 23
SGL ADB
CD101
N/A
CIVIL DEMOLITION PLAN 1
SCALE: 1" = 30'
0 15' 30' 60' 90' 120'
CIVIL DEMOLITION PLAN 2
N or th
SO WOO V
W S
W
OO
V
W Y 67)
N or th
MATCHLINE SEE SHEET CD103
M
AT
CH
LI
NE
S
EE
B
ID
P
AC
KA
GE
KEYNOTES
KEY PLAN
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
Date:Revisions:
1098754321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
REPLACE FIRE MAIN AND WATER
STORAGE, BID PACKAGE 1
1500 N WESTWOOD BLVD., POPLAR BLUFF, MO 63901
657A4-22-309
VEG 22.09
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
100% CONSTRUCTION
DOCUMENTS
SEE REVISION
SCHEDULE
001 REV. IFB 04/10/2025
BID PACKAGE 2 SHEET
CD101
SHEET
CD102
SHEET
CD103
1. DEMOLISH AND REMOVE EXISTING 10" C.I. WATER LINE .
2. DEMOLISH AND REMOVE EXISTING 8" C.I. FIRE LINE.
3. DEMOLISH AND REMOVE EXISTING 8" C.I. WATER LINE.
1. SEE GENERAL NOTES, ABBREVIATIONS AND LEGENDS ON SHEET C-001.
2. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATION 01 00 00
GENERAL REQUIREMENTS AND THE VHA COR. DEMOLITION WILL BE IN
ACCORDANCE WITH SECTION 02 41 00. EXCAVATION AND BACKFILL WILL BE IN
ACCORDANCE WITH 31 20 00 EARTHWORK.
3. COORDINATION OF EXISTING UTILITIES TO REMAIN IN SERVICE DURING
CONSTRUCTION TO BE COORDINATED WITH VHA COR.
4. TREES NOT INDICATED FOR DEMOLITION ARE TO BE PROTECTED IN PLACE.
5. ASBESTOS ABATEMENT SHALL BE IN ACCORDANCE WITH SECTION 02 82 13.41,
AND LEAD-BASED PAINT REMOVAL AND DISPOSAL IN ACCORDANCE WITH
SPECIFICATION 02 83 33.
6. DEMOLITION SHALL INCLUDE DISCONNECTION OF THE EXISTING IRRIGATION
SYSTEM AND REMOVAL OF EXISTING IRRIGATION COMPONENTS.
DEMOLISH AND REMOVE FIRE HYDRANT
DEMOLISH AND REMOVE EXISTING TREE
UTILITY DISCONNECTION POINT
DEMOLITION SYMBOL LEGEND
UTILITY PIPELINES TO BE DEMOLISHED AND REMOVE
UTILITY PIPELINE TO BE ABANDONED IN PLACE
LEGEND
e Date
SEE REVISION
SCHEDULE
N 32°56' W 1054.5'
N 32°56' W 1054.5'
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
O H
W
D D
C
PIV
FDC
FH
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W//
TR
TR
TR
TR
TR
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
W
ESTW
OOD BLVD. (HW
Y 67)
BUILDING 2
GAS
SHED BUILDING 1
SGL ADB
CD102
N/A
CIVIL DEMOLITION PLAN 2
SCALE: 1" = 30'
0 15' 30' 60' 90' 120'
CIVIL DEMOLITION PLAN 2
N or th
MATCHLINE SEE SHEET BID PACKAGE 2, CD101
M
AT
CH
LI
NE
S
EE
S
HE
ET
C D1
SO WOO V
W S
W
OO
V
W Y 67)
N or th
BID PACKAGE 2 SHEET
CD101
SHEET
CD103
SHEET
CD102
KEYNOTES
KEY PLAN
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
Date:Revisions:
1098754321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
REPLACE FIRE MAIN AND WATER
STORAGE, BID PACKAGE 1
1500 N WESTWOOD BLVD., POPLAR BLUFF, MO 63901
657A4-22-309
VEG 22.09
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
100% CONSTRUCTION
DOCUMENTS
SEE REVISION
SCHEDULE
001 REV. IFB 04/10/2025
1. DEMOLISH AND REMOVE EXISTING 8" C.I. WATER LINE.
2. DEMOLISH AND REMOVE EXISTING 8" C.I. FIRE LINE.
3. DEMOLISH AND REMOVE EXISTING FIRE HYDRANT AND 8" C.I. FIRE LINE.
4. DEMOLISH AND REMOVE EXISTING 6" C.I. FIRE LINE.
5. ABANDON IN PLACE EXISTING 8" C.I. FIRE LINE. FILL WITH GROUT AND CAP
ENDS WITH CONCRETE.
6. ABANDON IN PLACE EXISTING 8" C.I. WATER LINE. FILL WITH GROUT AND CAP
ENDS WITH CONCRETE.
7. DEMOLISH AND REMOVE EXISTING 6" C.I. FIRE LINE, VERIFY THAT THE LINE WAS
NOT REMOVED IN CONCURRENT PROJECT.
DEMOLISH FIRE HYDRANT
DEMOLISH EXISTING TREE
UTILITY DISCONNECTION POINT
DEMOLITION SYMBOL LEGEND
UTILITY PIPELINES TO BE DEMOLISHED
UTILITY PIPELINE TO BE ABANDONED IN PLACE
LEGEND
1. SEE GENERAL NOTES, ABBREVIATIONS AND LEGENDS ON SHEET C-001.
2. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATION 01 00 00
GENERAL REQUIREMENTS AND THE VHA COR. DEMOLITION WILL BE IN
ACCORDANCE WITH SECTION 02 41 00. EXCAVATION AND BACKFILL WILL BE
IN ACCORDANCE WITH 31 20 00 EARTHWORK.
3. COORDINATION OF EXISTING UTILITIES TO REMAIN IN SERVICE DURING
CONSTRUCTION TO BE COORDINATED WITH VHA COR.
4. TREES NOT INDICATED FOR DEMOLITION ARE TO BE PROTECTED IN PLACE.
5. ASBESTOS ABATEMENT SHALL BE IN ACCORDANCE WITH SECTION 02 82 13.41,
AND LEAD-BASED PAINT REMOVAL AND DISPOSAL IN ACCORDANCE WITH
SPECIFICATION 02 83 33.
6. DEMOLITION SHALL INCLUDE DISCONNECTION OF THE EXISTING IRRIGATION
SYSTEM AND REMOVAL OF EXISTING IRRIGATION COMPONENTS.
e Date
SEE REVISION
SCHEDULE
AL
LE
Y
MEMORIAL
DRIVE
W
W
W
W
W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
M
W//
W
M
FH
FH
S
°3 2'
W
8.
1'
E
E
E
E
E
E
E
E
E
E
DD
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR
TR TRTR
TR
TR
TR
TR
TR
TR
TR
TRTR
TRTR
TR
TR
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS
SS
SS
SS
SS
SS
SS
BUILDING 1
SO WOO V
W S
W
OO
V
W Y 67)
N or th
KEYNOTES
KEY PLAN
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
Date:Revisions:
1098754321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
REPLACE FIRE MAIN AND WATER
STORAGE, BID PACKAGE 1
1500 N WESTWOOD BLVD., POPLAR BLUFF, MO 63901
657A4-22-309
VEG 22.09
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
100% CONSTRUCTION
DOCUMENTS
SEE REVISION
SCHEDULE
001 REV. IFB 04/10/2025
SCALE: 1" = 30'
0 15' 30' 60' 90' 120'
CIVIL DEMOLITION PLAN 4
N or th
M
AT
CH
LI
NE
S
EE
S
HE
ET
C D1
MATCHLINE SEE SHEET CD101
BID
PACKAGE
SHEET
CD101
SHEET
CD102
SHEET
CD103
1. EXISTING WATER LINES AND FIRE LINES IN THE VICINITY OF THE HELICOPTER
LANDING PAD TO BE ABANDONED IN PLACE. HELICOPTER LANDING PAD MUST
REMAIN OPERATIONAL DURING CONSTRUCTION. PROTECT EXISTING LANDING
SURFACE, RETAINING WALLS AND STAIRS FROM DAMAGE.
2. DEMOLISH AND REMOVE EXISTING 10" C.I. WATER LINE.
3. DEMOLISH AND REMOVE EXISTING 8" C.I. WATER LINES.
4. DEMOLISH AND REMOVE EXISTING 8" C.I. FIRE WATER LINES.
5. REMOVE EXISTING TREES.
6. EXISTING 8" D.I. WATER MAIN.
7. EXISTING 8" D.I. FIRE WATER MAIN.
8. DEMOLISH AND REMOVE EXISTING GRAVEL DRIVEWAY.
9. EXISTING 8" C.I. WATER MAIN.
10. EXISTING GRAVEL SURFACE TO REMAIN.
11. EXISTING ASPHALT PARKING LOT TO REMAIN.
12. DEMOLISH AND REMOVE EXISTING MASTER METER AND VAULT AFTER WATER
TANKS AND PUMP STATION ARE MADE OPERATIONAL AND FINAL WATER AND
FIRE SERVICE CONNECTS ARE COMPLETED TO MEDICAL CENTER.
13. AVOID DISTURBANCE OF PICNIC AREA IMPROVEMENTS DURING DEMOLITION OF
PIPELINES.
DEMOLISH AND REMOVE FIRE HYDRANT
DEMOLISH AND REMOVE EXISTING TREE
UTILITY DISCONNECTION POINT
DEMOLITION SYMBOL LEGEND
UTILITY PIPELINES TO BE DEMOLISHED AND REMOVE
UTILITY PIPELINE TO BE ABANDONED IN PLACE
LEGEND
1. SEE GENERAL NOTES, ABBREVIATIONS AND LEGENDS ON SHEET C-001.
2. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATION 01 00 00
GENERAL REQUIREMENTS AND THE VHA COR. DEMOLITION WILL BE IN
ACCORDANCE WITH SECTION 02 41 00. EXCAVATION AND BACKFILL WILL BE
IN ACCORDANCE WITH 31 20 00 EARTHWORK.
3. COORDINATION OF EXISTING UTILITIES TO REMAIN IN SERVICE DURING
CONSTRUCTION TO BE COORDINATED WITH VHA COR.
4. TREES NOT INDICATED FOR DEMOLITION ARE TO BE PROTECTED IN PLACE.
5. ASBESTOS ABATEMENT SHALL BE IN ACCORDANCE WITH SECTION 02 82 13.41,
AND LEAD-BASED PAINT REMOVAL AND DISPOSAL IN ACCORDANCE WITH
SPECIFICATION 02 83 33.
6. DEMOLITION SHALL INCLUDE DISCONNECTION OF THE EXISTING IRRIGATION
SYSTEM AND REMOVAL OF EXISTING IRRIGATION COMPONENTS.
SGL ADB
CD103
N/A
CIVIL DEMOLITION PLAN 3
e Date
SEE REVISION
SCHEDULE
FUTURE
TEMPORARY
BUILDING
OHW
O H
W
OHW
C
FH
FH
FUEL OIL TANKS
W
W
W
W
W W
W
W
M
EXISTING
WATER
STORAGE
TANK
M
FDC
8"
CI
WM
8"
CI
WM
W
FW
FW
FW
FW
FW
W
WW
W
W
W
W W W
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
W
W
FH
FH
FH
FH
TRAN
D
FH
X X
X X
X
X
X X
X X
X X
X X
X X
FW
FW
FW
FW
W W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FW
W
W
W
W
W
FW
FW
FW
FH
W
FWW
D
W
W
W
FW
FO
FO
FO
FO
FO
C
C
C
FH
5.8 1'
5.40'
4.49'
6.90'
5.6 3'
4.47'
7.40'
4.4 6'
5.5 2'
4.44'
5.51'
4.99'
5.84'
4.96' C
S 89°38' E 1339.9'
N
°3 4'
E
0.
6'
N 32°56' W 1054.5'
N 89°11' W 763.9'
S
°3 2'
W
8.
1'
N 32°56' W 174.5'
GAS
SHED
EQUIPMENT
SHED
EQUIPMENT
SHEDS
SOUTHWOOD DRIVE (UNDEVELOPED)
W
ESTW
OOD BLVD. (HW
Y 67)
AL
LE
Y
MEMORIAL
DRIVE
NEW PUMP
STATION
SEE SHEET CG404
FOR PUMP STATION
ENLARGEMENT
PLAN 3
PLAN 1BID PACKAGE 2
PLAN 2
KEYNOTES
KEY PLAN
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
Date:Revisions:
1098754321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
REPLACE FIRE MAIN AND WATER
STORAGE, BID PACKAGE 1
1500 N WESTWOOD BLVD., POPLAR BLUFF, MO 63901
657A4-22-309
VEG 22.09
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
100% CONSTRUCTION
DOCUMENTS
SEE REVISION
SCHEDULE
001 REV. IFB 04/10/2025 SGL ADB
CG100
N/A
CIVIL OVERALL GRADING PLAN
SCALE:SCALE: 1" = 60'
0 30' 60' 120' 180' 240'
CIVIL OVERALL GRADING PLAN
N or th
SO WOO V
W S
W
OO
V
W Y 67)
N or th
1. SEE GENERAL NOTES, ABBREVIATIONS AND LEGENDS ON SHEET C-001.
2. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATION 01 00 00
GENERAL REQUIREMENTS AND THE VHA COR. DEMOLITION WILL BE IN
ACCORDANCE WITH SECTION 02 41 00. EXCAVATION AND BACKFILL WILL BE
IN ACCORDANCE WITH 31 20 00 EARTHWORK.
3. COORDINATION OF EXISTING UTILITIES TO REMAIN IN SERVICE DURING
CONSTRUCTION TO BE COORDINATED WITH VHA COR.
4. TREES NOT INDICATED FOR DEMOLITION ARE TO BE PROTECTED IN PLACE.
5. ASBESTOS ABATEMENT SHALL BE IN ACCORDANCE WITH SECTION 02 82 13,
AND LEAD-BASED PAINT REMOVAL AND DISPOSAL IN ACCORDANCE WITH
SPECIFICATION 02 83 33.
e Date
SEE REVISION
SCHEDULE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
STW CI 23
STW CI 24
STW MH 26
STW CI 32
STW MH 30
STW MH 29
STW CI 25
STW CI 28
STW DI 33
STW DI 34
STW AI 50
FDC
FDC
W
W
W
W
WATER VAULT
W
W
W
W
FUEL OIL TANKS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
MH 1C-78A
RIM: 400.06
INV: 394.48
MH 1C-78B
RIM: 410.96
INV: 404.40
MH 1C-80
RIM: 420.00
INV: 413.33
MH 1C-80A
RIM: 422.39
INV: 415.97
SS MH 27
SS MH 31
SS MH 35
SS MH 22
BU
ILD
ING
BU
ILD
ING
BUILDING 7
EQUIPMENT
SHED
EQ
UI
PM
EN
T
SH
ED
S
BU
ILD
ING
BUILDING 1
SOUTHWOOD DRIVE (UNDEVELOPED)
A
LL
E Y
BU
ILD
ING
PC
R
PC
R
PC
R
PC
R
PC
R
PC
R
LP
S
LP
S
LP
S
LP
S
LP
S
LPS
PCR
LPSPCR
PCR
PCR
PC
R
LPS
LPS
LPS LP
S
EXISTING
UTILITY
TUNNEL
FW
FDC
W
W
W
W
3" W
FH
FW
FW
FH
FW
FW
W W
W
W
W
W
W
FH
W W
FO
FO
FO
C
5.51'
4.99'
C
KEYNOTES
KEY PLAN
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
Date:Revisions:
1098754321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
REPLACE FIRE MAIN AND WATER
STORAGE, BID PACKAGE 1
1500 N WESTWOOD BLVD., POPLAR BLUFF, MO 63901
657A4-22-309
VEG 22.09
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
100% CONSTRUCTION
DOCUMENTS
SEE REVISION
SCHEDULE
001 REV. IFB 04/10/2025 SGL ADB
CG101
N/A
CIVIL GRADING PLAN 1
SCALE: 1" = 30'
0 15' 30' 60' 90' 120'
CIVIL GRADING PLAN 1
N or th
SO WOO V
W S
W
OO
V
W Y 67)
N or th
MATCHLINE SEE SHEET CG103
M
AT
CH
LI
NE
S
EE
B
ID
P
AC
KA
GE
BID
PACKAGE
SHEET
CG101
SHEET
CG102
SHEET
CG103
1. SEE GENERAL NOTES, ABBREVIATIONS AND LEGENDS ON SHEET C-001.
2. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATION 01 00 00
GENERAL REQUIREMENTS AND THE VHA COR. DEMOLITION WILL BE IN
ACCORDANCE WITH SECTION 02 41 00. EXCAVATION AND BACKFILL WILL BE
IN ACCORDANCE WITH 31 20 00 EARTHWORK.
3. COORDINATION OF EXISTING UTILITIES TO REMAIN IN SERVICE DURING
CONSTRUCTION TO BE COORDINATED WITH VHA COR.
4. TREES NOT INDICATED FOR DEMOLITION ARE TO BE PROTECTED IN PLACE.
5. ASBESTOS ABATEMENT SHALL BE IN ACCORDANCE WITH SECTION 02 82 13.41,
AND LEAD-BASED PAINT REMOVAL AND DISPOSAL IN ACCORDANCE WITH
SPECIFICATION 02 83 33.
e Date
SEE REVISION
SCHEDULE
W
ESTW
OOD BLVD. (HW
Y 67)
N 32°56' W 1054.5'
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS MH 21
SS MH 13
SS MH 10
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
ST
M
ST
M
ST
M
STM
STW CI 15
STW CI 16
STW MH 19
STW MH 14
STW CI 17
STW CI 18
STW MH 44
STW DI 12
STW AI
STW AI 43
STW AI
STW AI
STW AI
DRAINAGE STRUCTURE
FL ELEV: 420.38'
D
D
D
D
STM
STM
D D
D
D
D
D
D
D
PIV
FDC
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
O H
W
T
T
T
T
T
T
T
T
T
T
T
T T
T
T
C
BUILDING 1
BUILDING 2
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
12" WM
W
W
DOW
W
W
W
W
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FH
FH
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FO
FO
FO
FO
6.90'
5.6 3'
KEYNOTES
KEY PLAN
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
Date:Revisions:
1098754321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
REPLACE FIRE MAIN AND WATER
STORAGE, BID PACKAGE 1
1500 N WESTWOOD BLVD., POPLAR BLUFF, MO 63901
657A4-22-309
VEG 22.09
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
100% CONSTRUCTION
DOCUMENTS
SEE REVISION
SCHEDULE
001 REV. IFB 04/10/2025 SGL ADB
CG102
N/A
CIVIL GRADING PLAN 2
SCALE: 1" = 30'
0 15' 30' 60' 90' 120'
CIVIL GRADING PLAN 3
N or th
SO WOO V
W S
W
OO
V
W Y 67)
N or th
MATCHLINE SEE BID PACKAGE 2
M
AT
CH
LI
NE
S
EE
S
HE
ET
C G1
SHEET
CG101
SHEET
CG102
SHEET
CG104
SHEET
CG103
1. SEE GENERAL NOTES, ABBREVIATIONS AND LEGENDS ON SHEET C-001.
2. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATION 01 00 00
GENERAL REQUIREMENTS AND THE VHA COR. DEMOLITION WILL BE IN
ACCORDANCE WITH SECTION 02 41 00. EXCAVATION AND BACKFILL WILL BE
IN ACCORDANCE WITH 31 20 00 EARTHWORK.
3. COORDINATION OF EXISTING UTILITIES TO REMAIN IN SERVICE DURING
CONSTRUCTION TO BE COORDINATED WITH VHA COR.
4. TREES NOT INDICATED FOR DEMOLITION ARE TO BE PROTECTED IN PLACE.
5. ASBESTOS ABATEMENT SHALL BE IN ACCORDANCE WITH SECTION 02 82 13.41,
AND LEAD-BASED PAINT REMOVAL AND DISPOSAL IN ACCORDANCE WITH
SPECIFICATION 02 83 33.
6. DEMOLITION SHALL INCLUDE DISCONNECTION OF THE EXISTING IRRIGATION
SYSTEM AND REMOVAL OF EXISTING IRRIGATION COMPONENTS.
e Date
SEE REVISION
SCHEDULE
S
°3 2'
W
8.
1'
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
JCT BOX
BUILDING 1
E
E
E
E
E
E
E
E
E
E
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS
SS
SS
SS
SS
SS
SS
STM
STM
STM
STM
ST
M
ST
M
ST
M
ST
M
ST
M
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
STM
ST
M
ST
M
ST
M
ST
M
ST
M
STM
STM
STM
STM
STM
STM
STM
STM
STM
D
D
D
D
D
D
D
D
D
DD
W W
W W
W
W
W
W
W
WM
W
M
W
8"
CI
WM
FH
W
W
W
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FW
FDC
FH
FH
TRAN
STM
ST
M
D
X X
X X
X X
X X
X
X
X
X
X
X X
X
X
X X X
X X
X X
X X
X X
X X
X X
FW
FW
FW
FW
FW
FW
FW
W
W
W
W
W
P P
FP
FP
P
P
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FH
FH
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FW
W
E E
E
E
E
E
E
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FH
FW
FO
FO
FO
C
C
SS
SS
5.8 1'
5.40'
4.49'
395400405
SEE SHEET CG404
FOR PUMP STATION
ENLARGEMENT
MEMORIAL
DRIVE
A
LL
E Y
418.73 E
5FFE: 400.00
FFE: 400.00
FFE: 400.00
KEYNOTES
KEY PLAN
GENERAL NOTES
Drawing Title
VA FORM 08 - 6231
F
CONSULTANTS:
Date:Revisions:
1098754321
10987654321
E
D
C
B
A
F
E
D
C
B
A
ARCHITECT/ENGINEERS: STAMP:
Approved: Project Director
Phase Project Title
Location
Issue Date Checked Drawn
Project Number
Drawing Number
Building Number
Number:
REPLACE FIRE MAIN AND WATER
STORAGE, BID PACKAGE 1
1500 N WESTWOOD BLVD., POPLAR BLUFF, MO 63901
657A4-22-309
VEG 22.09
750 W HAMPDEN AVE
SUITE 300
ENGLEWOOD, CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
100% CONSTRUCTION
DOCUMENTS
SEE REVISION
SCHEDULE
001 REV. IFB 04/10/2025 SGL ADB
CG103
N/A
CIVIL GRADING PLAN 3
SCALE: 1" = 30'
0 15' 30' 60' 90' 120'
CIVIL GRADING PLAN 4
N or th
SO…
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