Austinville WTP Div 1 Record Drawings.pdf
PDF 31 MB Posted
- Solicitation number
- 62587
- Issued by
- Wise County, Virginia
About this file
The document appears to be record drawings related to the Austinville Water Treatment Plant. The drawings are associated with the New River Regional Water Authority's Water Treatment Plant Expansion project in Wythe County, Virginia. The project involves expanding the existing 4.0 MGD water treatment plant to a 6.33 MGD capacity, including improvements to the raw water intake, chemical feed and mixing systems, sedimentation and sludge collection systems, gravity filters, finished water pumping system, solids handling basins, and electrical and control systems. The project also includes the construction of new solids handling and sludge dewatering facilities.
The document does not provide pricing terms, set asides, information about incumbents, funding requirements or sources, or any other salient financial details. It appears to be a technical drawing set related to the construction and expansion of the water treatment plant.
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FORT
CHISW
ELL
R D
AU
ST
IN
VI
LL
E
RD
EXIT 80
AUSTINVILLE
WATER TREATMENT PLANT
FORT CHISWELL
AUSTINVILLE
TOWN OF WYTHEVILLE
FORT CHISWELL
HIGH SCHOOL
WYTHE COUNTY
CARROL COUNTY
GRAHAMS FORGE
POPLAR
CAMP
(DIVISION I)
RAW WATER INTAKE
STRUCTURE
(DIVISION I)
CONTROL VAULT LOCATION
TO BRISTOL
TO ROANOKE
COUNTY
COUNTY
CARROLL COUNTYCARROLL
GRAYSON COUNTY
WYTHE
GRAYSON COUNTY
CO
UNTY
SM
YTH CO
UNTY
SMYTH COUNTY
W
ASHINGTON COUNTY
COUNTY
R O
AN
O
KE C
O
U N
TY
ROANOKE COUNTY
BOTETOURT COUNTY
BLAND COUNTY
WYTHE
M O
N
TG
O M
ER
Y
C O
U N
TY
PULASKI
M O
N
TG
O M
ER
Y
C O
U N
TY
PU
LASKIW
YTHE
PROJECT LOCATION
COUNTY
COUNTY
W
YTHE
COUNTY
WATER TREATMENT PLANT
AUSTINVILLE
NEW RIVER REGIONAL WATER AUTHORITY
LOCATION MAP
SCALE: 1" = 3 000'
TITLE SHEET
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SCALE: 1" = 30 000'
VICINITY MAP
(DIVISION I)
NEW RIVER REGIONAL WATER AUTHORITY BOARD MEMBERS
R. CELLELL DALTO CHAIRMAN
RONALD NEWMAN ICE-CHAIRMAN
C. WAYNE SUTHERLAND JR. SECRETARY/ TREASURER
RAY HILL
H. JUDSON LAMBERT
WYTHE B. SHARITZ
WILLIAM B. WEISIGER
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
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SHEET INDEX
GENERAL DRAWINGS
SHEET TITLE
1 TITLE SHEET VICINITY & LOCATION MAPS
SHEET INDEX & GENERAL NOTES
PROJECT LAYOUT
CIVIL DRAWINGS
SHEET TITLE
C01 RAW WATER INTAKE - EXISTING CONDITIONS & SITE PLAN
C03 RAW WATER INTAKE - PLAN
C04 RAW WATER INTAKE - SECTIONS & DETAILS
C05 TREATMENT PLANT - OVERALL TREATMENT PLANT SITE PLAN
C06 TREATMENT PLANT - WEST SITE PLAN
C07 TREATMENT PLANT - SOUTH CENTRAL SITE PLAN
C08 TREATMENT PLANT - NORTH CENTRAL SITE PLAN
C09 TREATMENT PLANT - SOUTH EAST SITE PLAN
C12
C17 FLOCCULATION BASIN - PLAN
C18 FLOCCULATION BASIN - SECTIONS & DETAILS
C19 SEDIMENTATION BASIN - PLAN
C20 SEDIMENTATION BASIN - SECTIONS
C21 FILTER BUILDING - FIRST & SECOND FLOOR PLAN
C22 FILTER BUILDING - SECTIONS
C23 FILTER BUILDING - SECTIONS AND DETAILS
C35 SOLIDS HANDLING FACILITY - SECTIONS & DETAILS
C24 MAIN BUILDING - FIRST FLOOR PLAN
C25
MAIN BUILDING - SECTIONS
C26 MAIN BUILDING - SECTIONS & DETAILS
C27
C29 HIGH SERVICE PUMP STATION - PLAN & SECTIONS
C30 FINISHED WATER TANKS PLAN PUMP PIPING PLAN & SECTION
C36 CHEMICAL FEED SCHEMATICS
ARCHITECTURAL DRAWINGS
SHEET TITLE
A01
RAW WATER INTAKE BUILDING - PLANSA02
A04
RAW WATER INTAKE BUILDING - ELEVATIONS & SECTIONS
RAW WATER INTAKE BUILDING - DETAILS
A05 MAIN BUILDING - 1ST FLOOR PLAN
A03
PROJECT CODE DATA
A06 MAIN BUILDING - 2ND FLOOR PLAN
A07 MAIN BUILDING - ROOF PLAN
A08 MAIN BUILDING - EXTERIOR ELEVATIONS
A09 MAIN BUILDING - EXTERIOR ELEVATIONS
A10 MAIN BUILDING - BUILDING SECTIONS
A11 MAIN BUILDING - WALL SECTIONS
A12 MAIN BUILDING - WALL SECTIONS
A13 MAIN BUILDING - WALL SECTIONS
A14 MAIN BUILDING - ENLARGED PLANS & INTERIOR ELEVATIONS
A15 MAIN BUILDING - ENLARGED PLANS
A16 MAIN BUILDING - REFLECTED CEILING PLANS
A17 MIAN BUILDING - STAIR & RAILING DETAILS
SHEET TITLE
S1 GENERAL NOTES SCHEDULES DETAILS
S2 S3
FOUNDATION PLAN
SECOND FLOOR FRAMING PLAN
S4 ROOF FRAMING PLAN
S5 SECTIONS
S6
FLOCCULATION BASIN PLAN & DETAILSS7
FLOCCULATION BASIN SECTIONS & DETAILSS8
SEDIMENTATION BASIN PLAN & SECTIONS
PLUMBING DRAWINGS
SHEET TITLE
P01 COVER SHEET - PLUMBING
P02 TREATMENT BUILDING FIRST FLOOR - PLUMBING PLANS
P03 P04 P05
P06 RAW WATER INTAKE/ FINISHED WATER PUMP STATION - PLUMBING PLANS
P07 PLUMBING DETAILS & SCHEDULES
MECHANICAL DRAWINGS
SHEET TITLE
M01 COVER SHEET - MECHANICAL SPECIFICATIONS
M02 COVER SHEET = MECHANICAL SCHEDULES
M03 M04 M05 M06
M07 MECHANICAL DETAILS
ELECTRICAL DRAWINGS
SHEET TITLE
E01 ELECTRICAL COVER SHEET
E02 ELECTRICAL SITE PLANS
E03 RAW WATER INTAKE & HIGH SERVICE PUMP BUILDINGS - ELECTRICAL PLANS
E04 E05 E06 E07 E08 E09 E10
E14 ELECTRICAL PANEL SCHEDULES
E15 ELECTRICAL ONE-LINE DIAGRAMS
SPRINKLER PROTECTION DRAWINGS
SHEET TITLE
FP01
FP02
INSTRUMENTATION DRAWINGS
SHEET TITLE
I01 PIPING & INSTRUMENTATION DIAGRAM - RAW WATER INTAKE
I02 I03 I04
I05 NETWORK ARCHITECTURE DIAGRAM
SHEET INDEX
& GENERAL NOTES
C02 RAW WATER INTAKE - DEMOLITION PLAN
A18 HIGH SERVICE PUMP STATION
A19 SCHEDULES DOOR & WINDOW DETAILS
STRUCTURAL DRAWINGS
REFERENCE DRAWINGS
SHEET TITLE
R01 INTAKE BUILDING CONSTRUCTION DRAWING
R02 INTAKE BUILDING CONSTRUCTION DRAWING
C00 CIVIL GENERAL NOTES CIVIL ABBREVIATIONS & LEGENDS
C28 MAIN BUILDING - TANK ROOM DETAIL
C13 C14 C15 C16
C34 SOLIDS HANDLING FACILITY - PLAN & DETAILS
C10 C11
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A00 ARCHITECTURAL COVER SHEET
A20 CONSTRUCTION DETAILS
A23 SOLIDS HANDLING FACILITY
TREATMENT PLANT - WEST SITE GRADING & DRAINAGE PLAN
TREATMENT PLANT - SOUTH CENTRAL GRADING & DRAINAGE SITE PLAN
TREATMENT PLANT - NORTH CENTRAL GRADING & DRAINAGE SITE PLAN
TREATMENT PLANT - SOUTH EAST SITE GRADING & DRAINAGE SITE PLAN
PROCESS GRAVITY OUTFALL SEWER PLAN PROFILE & DECHLORINATION FACILITY
WATER LINE & GRAVITY SEWER PROFILES
STORM SEWER PLAN & PROFILES
C38 GENERAL DETAILS
C39 STANDARD WATER DETAILS
C40 STANDARD SEWER DETAILS
TREATMENT BUILDING SECOND FLOOR - PLUMBING PLANS
TREATMENT BUILDING ROOF - PLUMBING PLAN
TREATMENT BUILDING PLUMBING SCHEMATIC
TREATMENT BUILDING FIRST FLOOR - MECHANICAL PLANS
TREATMENT BUILDING SECOND FLOOR - MECHANICAL PLANS
TREATMENT BUILDING ROOF - MECHANICAL PLAN
RAW WATER INTAKE/ FINISHED WATER PUMP STATION - MECHANICAL PLANS
TREATMENT BUILDING FIRST FLOOR - POWER PLAN
TREATMENT BUILDING SECOND FLOOR - POWER PLAN
TREATMENT BUILDING FIRST FLOOR - LIGHTING PLANS
TREATMENT BUILDING SECOND FLOOR - LIGHTING PLANS
TREATMENT BUILDING FIRST FLOOR - MECHANICAL POWER & SYSTEMS PLAN
TREATMENT BUILDING SECOND FLOOR - MECHANICAL POWER & SYSTEMS PLAN
TREATMENT BUILDING ROOF - MECHANICAL POWER & SYSTEMS PLAN
TREATMENT BUILDING FIRST FLOOR FIRE PROTECTION PLAN
TREATMENT BUILDING SECOND FLOOR FIRE PROTECTION PLAN
GENERAL NOTES:
C31 FINISHED WATER TANK SECTIONS & PIPING DETAILS
C32 FINISHED WATER TANK DETAILS
C33 FINISHED WATER TANK BAFFLE DETAILS
C37 CHEMICAL PIPING PLAN
A21 SIGNAGE PLANS
A22 SIGNAGE DETAILS
MAIN BUILDING - SECOND FLOOR PLAN
S9
S10 SEDIMENTATION BASIN PLAN & SECTIONS
SOLIDS HANDLING FACILITYS11
S12
HIGH SERVICE PUMP STATIONS13
RAW WATER INTAKE
SECTIONS
S14
SOLIDS HANDLING FACILITY
PIPING & INSTRUMENTATION DIAGRAM - TREATMENT PLANT
PIPING & INSTRUMENTATION DIAGRAM - DISTRIBUTION SYSTEM
PIPING & INSTRUMENTATION DIAGRAM - CHEMICAL FEED
E11 TREATMENT BUILDING FIRST FLOOR - INSTRUMENTATION CONDUIT AND WIRING PLAN
E12 TREATMENT BUILDING SECOND FLOOR - INSTRUMENTATION CONDUIT AND WIRING PLAN
RAW WATER INTAKES15
E13 HIGH SERVICE PUMP STATION BUILDING AND TANKS ELECTRICAL PLAN
MEP01 FIRE PENETRATION DETAILS
E16 VALVE VAULT ELECTRICAL PLANS
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
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PROPOSED RAW
WATER INTAKE
(DIVISION I)
PROPOSED 30"
RAW WATER LINE
(DIVISION II)
PROPOSED 24"
FINISHED WATER LINE
(DIVISION II)
PROPOSED DUAL
WATER LINE CORRIDOR
(DIVISION II)
PROPOSED
WATER TREATMENT PLANT
(DIVISION I)
PROPOSED BRIDGE
CROSSING
(DIVISION III)
CONNECT TO 20" WATERLINE
TO FORT CHISWELL
(DIVISION II)
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115 00
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125 00 130 00
135 00
15 00
20 00
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ROUTE 636
RO
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CIVIL GENERAL NOTES:
EROSION CONTROL LEGEND
SITE LEGEND
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C00
CIVIL GENERAL NOTES,
CIVIL ABBREVIATIONS,
AND LEGENDS
BUILDING LEGEND
CIVIL ABBREVIATIONS
PIPING LEGEND
NUMBER ITEM DESCRIPTION
CONCRETE SERVICE AREA PAVEMENT SECTION
PAVEMENT SECTIONS
(MAIN DRIVEWAYS AND DRIVE AISLES)
HEAVY DUTY ASPHALT PAVEMENT SECTION
SIDEWALK PAVEMENT SECTION
PARKING SIGNS FOR THE DISABLED
CONCRETE EXPANSION AND CONTROL JOINTS
GENERAL CONSTRUCTION NOTES
SEEDING MIXTURES AND SCHEDULE
KOHLER AVENUE IMPROVEMENTS
TYPICAL SECTION
GRAVEL PAVEMENT SECTION
DUMPSTER PAD PAVEMENT SECTION
ROOF DRAIN NOTES
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
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C01
RAW WATER INTAKE
EXISTING
CONDITIONS
& SITE PLAN
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
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SCALE: 1/4" = 1'
BUILDING PLAN (ROOFING REMOVED)
SCALE: 1/4" = 1'
SECTION
C02 C02
C02
RAW WATER INTAKE
DEMOLITION PLAN
SCALE: 1/4" = 1'
SECTION
C02 C02
NORTH
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RAW WATER INTAKE FIRST FLOOR
SCALE: 1/4" = 1'
RAW WATER INTAKE BUILDING SECOND FLOOR
SCALE: 1/4" = 1'
PIPING PLAN
SCALE: 1/4" = 1'
SECTION
C03 C03
C03
RAW WATER INTAKE
- PLAN
CROSS REFERENCE LEGEND
SEE SHEETS
ARCHITECTURAL
STRUCTURAL
PLUMBING
MECHANICAL
ELECTRICAL
FIRE PROTECTION
A02
M06 E06
FP03
A04 S14 P07
NORTH NORTH
NORTH
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C03 C04
SCALE: 1/4" = 1'
SECTION
C03 C04
C04
RAW WATER INTAKE
-SECTIONS & DETAILS
SODIUM PERMAGANATE FEED
NOT TO SCALE
CROSS REFERENCE LEGEND
SEE SHEETS
ARCHITECTURAL
STRUCTURAL
PLUMBING
MECHANICAL
ELECTRICAL
FIRE PROTECTION
A02
M06 E06
FP03
A04 S14 P07
SCALE: 1/4" = 1'
SECTION
C04 C04
SCALE: 1/4" = 1'
WATER METER VAULT PIPING PLAN
SCALE: 1/4" = 1'
WATER METER VAULT PLAN
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C10 - GRADING & DRAINAGE PLAN
C07 - LAYOUT & UTILITY PLAN
C11 - GRADING & DRAINAGE PLAN
C08 - LAYOUT & UTILITY PLAN
C12 - GRADING & DRAINAGE PLAN
C09 - LAYOUT & UTILITY PLAN
C13 - GRADING & DRAINAGE PLAN
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A Y
PL
A
ZA
D
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L.
L.
C ee d
B
P PH
O N
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0)
C H
RI
ST
IA
N
SB
U
RG
, V
IR
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IN
IA
FA
X
(5
) 3
C
IV
IL
E N
VI
RO
N M
EN
TA
L
EN
G
IN
EE
RS
O
E. PEED
CLEMENT
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
REENIG
AU
ST
IN
VI
LL
E
W
AT
ER
T
RE
AT
ME
NT
P
LA
NT
AU
ST
IN
VI
LL
E
VI
RG
IN
IA
A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C05
OVERALL
TREATMENT PLANT
SITE PLAN
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
K
O
H
L
E
R
A
V
E
D
S
T
R
E
E
C
S
R
E
E
T
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
ID
W
A Y
PL
A
ZA
D
RI
VE
S
U
IT
E or tz
L.
L.
C ee d
B
P PH
O N
E:
0)
C H
RI
ST
IA
N
SB
U
RG
, V
IR
G
IN
IA
FA
X
(5
) 3
C
IV
IL
E N
VI
RO
N M
EN
TA
L
EN
G
IN
EE
RS
O
E. PEED
CLEMENT
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
REENIG
AU
ST
IN
VI
LL
E
W
AT
ER
T
RE
AT
ME
NT
P
LA
NT
AU
ST
IN
VI
LL
E
VI
RG
IN
IA
A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C06
WEST
SITE PLAN
MATCHLINE DRAWING C07
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
MAIN BUILDING
FILTER
BUILDING
K O
H L
E R
A
V E
SEDIMENTATION BASINS
T/W = 2139.5
FLOCCULATION
BASINS
T/W = 2139.5
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
ID
W
A Y
PL
A
ZA
D
RI
VE
S
U
IT
E or tz
L.
L.
C ee d
B
P PH
O N
E:
0)
C H
RI
ST
IA
N
SB
U
RG
, V
IR
G
IN
IA
FA
X
(5
) 3
C
IV
IL
E N
VI
RO
N M
EN
TA
L
EN
G
IN
EE
RS
O
E. PEED
CLEMENT
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
REENIG
AU
ST
IN
VI
LL
E
W
AT
ER
T
RE
AT
ME
NT
P
LA
NT
AU
ST
IN
VI
LL
E
VI
RG
IN
IA
A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C07
SOUTH CENTRAL
SITE PLAN
MATCHLINE DRAWING C06
MATCHLINE DRAWING C08
M A
T C
H L I N
E
D
R A
W I N
G
C
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
SOLIDS HANDLING FACILITY SOLIDS HANDLING FACILITY
GENERATOR
PAD
HIGH SERVICE
PUMP STATION
CHLORINE CONTACT
TANK
CLEARWELL
MAIN BUILDING
FILTER
BUILDING
SEDIMENTATION BASINS
T/W = 2139.5
FLOCCULATION
BASINS
T/W = 2139.5
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
ID
W
A Y
PL
A
ZA
D
RI
VE
S
U
IT
E or tz
L.
L.
C ee d
B
P PH
O N
E:
0)
C H
RI
ST
IA
N
SB
U
RG
, V
IR
G
IN
IA
FA
X
(5
) 3
C
IV
IL
E N
VI
RO
N M
EN
TA
L
EN
G
IN
EE
RS
O
E. PEED
CLEMENT
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
REENIG
AU
ST
IN
VI
LL
E
W
AT
ER
T
RE
AT
ME
NT
P
LA
NT
AU
ST
IN
VI
LL
E
VI
RG
IN
IA
A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C08
NORTH CENTRAL
SITE PLAN
MATCHLINE DRAWING C07
MATCHLINE DRAWING C09
HIGH SERVICE PUMP STATION AND TANK PIPING DETAIL
SCALE:
8'
NOTE:
ALL ELEVATIONS REFER
TO CENTER LINE OF PIPE.
CONCRETE SCORING PATTERN
SCALE:
20'
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
CHLORINE
CONTACT TANK
CLEARWELL
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
ID
W
A Y
PL
A
ZA
D
RI
VE
S
U
IT
E or tz
L.
L.
C ee d
B
P PH
O N
E:
0)
C H
RI
ST
IA
N
SB
U
RG
, V
IR
G
IN
IA
FA
X
(5
) 3
C
IV
IL
E N
VI
RO
N M
EN
TA
L
EN
G
IN
EE
RS
O
E. PEED
CLEMENT
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
REENIG
AU
ST
IN
VI
LL
E
W
AT
ER
T
RE
AT
ME
NT
P
LA
NT
AU
ST
IN
VI
LL
E
VI
RG
IN
IA
A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C09
SOUTH EAST
SITE PLAN
M A
T C
H L I N
E
D
R A
W I N
G
C
MATCHLINE DRAWING C08
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
ID
W
A Y
PL
A
ZA
D
RI
VE
S
U
IT
E or tz
L.
L.
C ee d
B
P PH
O N
E:
0)
C H
RI
ST
IA
N
SB
U
RG
, V
IR
G
IN
IA
FA
X
(5
) 3
C
IV
IL
E N
VI
RO
N M
EN
TA
L
EN
G
IN
EE
RS
O
E. PEED
CLEMENT
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
REENIG
AU
ST
IN
VI
LL
E
W
AT
ER
T
RE
AT
ME
NT
P
LA
NT
AU
ST
IN
VI
LL
E
VI
RG
IN
IA
A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C10
WEST
SITE GRADING
AND DRAINAGE PLAN
MATCHLINE DRAWING C11
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
MAIN BUILDING
FILTER
BUILDING
SEDIMENTATION BASINS
T/W = 2139.5FLOCCULATION
BASINS
T/W = 2139.5
MAIN BUILDING
FILTER
BUILDING
SEDIMENTATION BASINS
T/W = 2139.5FLOCCULATION
BASINS
T/W = 2139.5
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
ID
W
A Y
PL
A
ZA
D
RI
VE
S
U
IT
E or tz
L.
L.
C ee d
B
P PH
O N
E:
0)
C H
RI
ST
IA
N
SB
U
RG
, V
IR
G
IN
IA
FA
X
(5
) 3
C
IV
IL
E N
VI
RO
N M
EN
TA
L
EN
G
IN
EE
RS
O
E. PEED
CLEMENT
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
REENIG
AU
ST
IN
VI
LL
E
W
AT
ER
T
RE
AT
ME
NT
P
LA
NT
AU
ST
IN
VI
LL
E
VI
RG
IN
IA
A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C11
SOUTH CENTRAL
SITE GRADING
AND DRAINAGE PLAN
MATCHLINE DRAWING C10
MATCHLINE DRAWING C14
M
AT
C H
LI
N
E D
R
AW
IN
G
C
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
SOLIDS HANDLING FACILITY SOLIDS HANDLING FACILITYSOLIDS HANDLING FACILITY SOLIDS HANDLING FACILITY
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
ID
W
A Y
PL
A
ZA
D
RI
VE
S
U
IT
E or tz
L.
L.
C ee d
B
P PH
O N
E:
0)
C H
RI
ST
IA
N
SB
U
RG
, V
IR
G
IN
IA
FA
X
(5
) 3
C
IV
IL
E N
VI
RO
N M
EN
TA
L
EN
G
IN
EE
RS
O
E. PEED
CLEMENT
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
REENIG
AU
ST
IN
VI
LL
E
W
AT
ER
T
RE
AT
ME
NT
P
LA
NT
AU
ST
IN
VI
LL
E
VI
RG
IN
IA
A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C12
NORTH CENTRAL
SITE GRADING
AND DRAINAGE PLAN
MATCHLINE DRAWING C11
MATCHLINE DRAWING C13
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
CHLORINE
CONTACT TANK
CLEARWELL
CHLORINE
CONTACT TANK
CLEARWELL
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
ID
W
A Y
PL
A
ZA
D
RI
VE
S
U
IT
E or tz
L.
L.
C ee d
B
P PH
O N
E:
0)
C H
RI
ST
IA
N
SB
U
RG
, V
IR
G
IN
IA
FA
X
(5
) 3
C
IV
IL
E N
VI
RO
N M
EN
TA
L
EN
G
IN
EE
RS
O
E. PEED
CLEMENT
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
REENIG
AU
ST
IN
VI
LL
E
W
AT
ER
T
RE
AT
ME
NT
P
LA
NT
AU
ST
IN
VI
LL
E
VI
RG
IN
IA
A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C13
SOUTH EAST
SITE GRADING
AND DRAINAGE PLAN
M
ATC
H
LIN
E D R
AW
IN
G C
MATCHLINE DRAWING C12
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
C14 C14
C14 C141
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
ID
W
A Y
PL
A
ZA
D
RI
VE
S
U
IT
E or tz
L.
L.
C ee d
B
P PH
O N
E:
0)
C H
RI
ST
IA
N
SB
U
RG
, V
IR
G
IN
IA
FA
X
(5
) 3
C
IV
IL
E N
VI
RO
N M
EN
TA
L
EN
G
IN
EE
RS
O
E. PEED
CLEMENT
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
REENIG
AU
ST
IN
VI
LL
E
W
AT
ER
T
RE
AT
ME
NT
P
LA
NT
AU
ST
IN
VI
LL
E
VI
RG
IN
IA
A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C14
PROCESS GRAVITY
OUTFALL SEWER PLAN,
PROFILE
& DECHLORINATION
FACILITY
PROCESS SEWER OUTFALL PROFILE
SCALES:
H: 1" = 50' V: 1" = 10'
SCALE: 1/2" = 1'
PLAN
SCALE: 1/2" = 1'
SECTION
C14 C14
SCALE: 1/2" = 1'
SECTION
C14 C14
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
ID
W
A Y
PL
A
ZA
D
RI
VE
S
U
IT
E or tz
L.
L.
C ee d
B
P PH
O N
E:
0)
C H
RI
ST
IA
N
SB
U
RG
, V
IR
G
IN
IA
FA
X
(5
) 3
C
IV
IL
E N
VI
RO
N M
EN
TA
L
EN
G
IN
EE
RS
O
E. PEED
CLEMENT
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
REENIG
AU
ST
IN
VI
LL
E
W
AT
ER
T
RE
AT
ME
NT
P
LA
NT
AU
ST
IN
VI
LL
E
VI
RG
IN
IA
A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C15
WATER LINE & GRAVITY
SEWER PROFILES
RAW WATER LINE PROFILE
SCALES:
H: 1" = 50' V: 1" = 10'
FILTERED WATER LINE PROFILE
V: 1" = 10' H: 1" = 50'
SCALES: SCALES:
H: 1" = 50' V: 1" = 10'
BACKWASH WATER LINE PROFILE
PROCESS SEWER PROFILE LINE "A"
V: 1" = 10' H: 1" = 50'
SCALES:
PROCESS SEWER PROFILE LINE "C"
SCALES:
H: 1" = 50' V: 1" = 10'
PROCESS SEWER PROFILE LINE "D"
SCALES:
H: 1" = 50' V: 1" = 10'
PROCESS SEWER PROFILE LINE "B"
SCALES:
H: 1" = 50' V: 1" = 10'
SANITARY SEWER PROFILE LINE "S"
SCALES:
H: 1" = 50' V: 1" = 10'
SANITARY SEWER NOTES:
PLAN
SECTION A-A
PROCESS SEWER OUTFALL
SCALES:
H: 1" = 50' V: 1" = 10'
PROCESS SEWER PROFILE CAPPED TO NORTH
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
ID
W
A Y
PL
A
ZA
D
RI
VE
S
U
IT
E or tz
L.
L.
C ee d
B
P PH
O N
E:
0)
C H
RI
ST
IA
N
SB
U
RG
, V
IR
G
IN
IA
FA
X
(5
) 3
C
IV
IL
E N
VI
RO
N M
EN
TA
L
EN
G
IN
EE
RS
O
E. PEED
CLEMENT
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
REENIG
AU
ST
IN
VI
LL
E
W
AT
ER
T
RE
AT
ME
NT
P
LA
NT
AU
ST
IN
VI
LL
E
VI
RG
IN
IA
A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C16
STORM SEWER PLAN
& PROFILE
STORM SEWER PROFILE - A2
SCALES:
H: 1" = 50' V: 1" = 10' V: 1" = 10'
H: 1" = 50'
SCALES:
STORM SEWER PROFILE - A4 STORM SEWER PROFILE - A6
SCALES:
H: 1" = 50' V: 1" = 10' V: 1" = 10'
H: 1" = 50'
SCALES:
STORM SEWER PROFILE - A8-A14
V: 1" = 10' H: 1" = 50'
SCALES:
STORM SEWER PROFILE - A15-A10 STORM SEWER PROFILE - A18
SCALES:
H: 1" = 50' V: 1" = 10'
NOT TO SCALE
SEDIMENT BASIN / PERMANENT STORM MANAGEMENT FACILITY CROSS SECTION DETAIL
CONVERSION TO PERMANENT FACILITY DETAIL
NOT TO SCALE
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
IN
GS
RE
CO
RD
D
RA
W
FLOCCULATION BASIN PLAN
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
ID
W
A Y
PL
A
ZA
D
RI
VE
S
U
IT
E or tz
L.
L.
C ee d
B
P PH
O N
E:
0)
C H
RI
ST
IA
N
SB
U
RG
, V
IR
G
IN
IA
FA
X
(5
) 3
C
IV
IL
E N
VI
RO
N M
EN
TA
L
EN
G
IN
EE
RS
O
E. PEED
CLEMENT
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
REENIG
AU
ST
IN
VI
LL
E
W
AT
ER
T
RE
AT
ME
NT
P
LA
NT
AU
ST
IN
VI
LL
E
VI
RG
IN
IA
A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C17
FLOCCULATION BASIN
- PLAN
SLUICE GATE LEGEND
PLAN DESCRIPTION ITEM DESCRIPTIONSIZE
CROSS REFERENCE LEGEND
SEE SHEETS
STRUCTURAL
PLUMBING
ELECTRICAL
P03 E04
S08S07
NORTH
N.T.S.
STATOR DETAIL
C17 C18
SCALE: 1/4" = 1'
SECTION
C17 C18
SCALE: 1/4" = 1'
SECTION
C17 C18
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
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SEAL
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0)
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(5
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A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
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N I)
C18
FLOCCULATION BASIN
- SECTIONS & DETAILS
SCALE: 1/4" = 1'
SECTION
C17 C18
CROSS REFERENCE LEGEND
SEE SHEETS
STRUCTURAL
PLUMBING
ELECTRICAL
P03 E04
S08S07
FILLET DETAIL
NOT TO SCALE
SCALE: 1/8" = 1'
C19 C19
SCALE: 1/8" = 1'
SEDIMENTATION BASIN FLOOR PLAN
SCALE: 1/8" = 1'
SECTION
C19 C19
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
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0)
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IN
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(5
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C
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C.E. PEED
20 OCTOBER 2006
04 - 02
(D
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IS
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N I)
C19
SEDIMENTATION BASIN
- PLAN
CROSS REFERENCE LEGEND
SEE SHEETS
STRUCTURAL
PLUMBING
ELECTRICAL
P03 E04
S10S09
NORTH
C19 C20
SCALE: 1/8" = 1'
SECTION
C19 C20
SCALE: 1/8" = 1'
SECTION
C19 C20
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
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0)
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(5
) 3
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C.E. PEED
20 OCTOBER 2006
04 - 02
(D
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IS
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N I)
C20
SEDIMENTATION BASIN
- SECTIONS
FLAP GATE DETAIL
NOT TO SCALE
APPLIED SAMPLE SCHEMATIC(2 REQ'D)
NOT TO SCALE
FRONT SIDE
CROSS REFERENCE LEGEND
SEE SHEETS
STRUCTURAL
PLUMBING
ELECTRICAL
P03 E04
S10S09
ACCESS LADDER DETAIL
NOT TO SCALE
EFFLUENT TROUGH OPENING DETAIL
NOT TO SCALE
EFFLUENT TROUGH DETAIL
PIPE GALLERY FLOOR PLAN
SCALE: 1/4" = 1'
OPERATIONS FLOOR PLAN
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
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(5
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C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C21
FILTER BUILDING
- FIRST & SECOND
FLOOR PLAN
CROSS REFERENCE LEGEND
SEE SHEETS
ARCHITECTURAL
STRUCTURAL
PLUMBING
MECHANICAL
ELECTRICAL
FIRE PROTECTION
A05 S02 P03
M05 E10
FP02
A17 S06 P05
M03 E04
FP01
NORTH NORTH
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
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0)
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(5
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A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
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IS
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N I)
SCALE: 1/4" = 1'
SECTION
C21 C22
SCALE: 1/4" = 1'
SECTION
C21 C22
C22
FILTER BUILDING
- SECTIONS
CROSS REFERENCE LEGEND
SEE SHEETS
ARCHITECTURAL
STRUCTURAL
PLUMBING
MECHANICAL
ELECTRICAL
FIRE PROTECTION
A05 S02 P03
M05 E10
FP02
A17 S06 P05
M03 E04
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
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A Y
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A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
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N I)
SCALE: 1/4" = 1'
SECTION
C21 C23
SCALE: 1/4" = 1'
SECTION
C21 C23
C23
FILTER BUILDING
- SECTIONS & DETAILS
FILTER EFFLUENT
TURBIDIMETER SCHEMATIC(3 REQ'D)
NOT TO SCALE
CROSS REFERENCE LEGEND
SEE SHEETS
ARCHITECTURAL
STRUCTURAL
PLUMBING
MECHANICAL
ELECTRICAL
FIRE PROTECTION
A05 S02 P03
M05 E10
FP02
A17 S06 P05
M03 E04
FP01
FILTER TURBIDIMETER TAP DETAIL
NOT TO SCALE
ELECTRONIC ACTUATOR TABLE
LOCATION
MAIN BUILDING - TREATMENT TRAIN #1
MAIN BUILDING - TREATMENT TRAIN #2
FILTER BUILDING - FILTER #1 INFLUENT
FILTER BUILDING - FILTER #1 WASTE
12" 12" 24"
OPEN/CLOSE
OPEN/CLOSE
OPEN/CLOSE
MODULATING
MODULATING
OPEN/CLOSE
24" 24"
24"
SIZE TYPE
VIC-3213
VIC-3313
VIC-3115
VIC-1110
VIC-1210
VIC-3113
NUMBER
FILTER BUILDING - FILTER #2 INFLUENT
FILTER BUILDING - FILTER #3 INFLUENT
FILTER BUILDING - FILTER #1 EFFLUENT 12" VIC-3112 MODULATING
FILTER BUILDING - FILTER #2 EFFLUENT MODULATING12" VIC-3212
FILTER BUILDING - FILTER #3 EFFLUENT MODULATING12" VIC-3312
FILTER BUILDING - FILTER #2 WASTE OPEN/CLOSE24" VIC-3215
FILTER BUILDING - FILTER #3 WASTE OPEN/CLOSE24" VIC-3315
FILTER BUILDING - FILTER #1 BACKWASH MODULATING16" VIC-3111
FILTER BUILDING - FILTER #2 BACKWASH MODULATING16" VIC-3211
FILTER BUILDING - FILTER #3 BACKWASH MODULATING16" VIC-3311
FILTER BUILDING - FILTER #1 REWASH OPEN/CLOSE6" VIC-3114
FILTER BUILDING - FILTER #2 REWASH OPEN/CLOSE6" VIC-3214
FILTER BUILDING - FILTER #3 REWASH OPEN/CLOSE6" VIC-3314
CONTROL VAULT - SEE SHEET C39 OPEN/CLOSE20" VIC-710
CONTROL VAULT - SEE SHEET C39 OPEN/CLOSE20" VIC-711
FILTER BUILDING - FILTER #1 AIR BACKWASH 16" VIC-3110
FILTER BUILDING - FILTER #2 AIR BACKWASH 16" VIC-3210
FILTER BUILDING - FILTER #3 AIR BACKWASH 16" VIC-3311
OPEN/CLOSE
OPEN/CLOSE
OPEN/CLOSE
MAIN BUILDING FIRST FLOOR PLAN
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
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0)
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(5
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C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
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N I)
C24
MAIN BUILDING
- FIRST FLOOR
PLAN
CROSS REFERENCE LEGEND
SEE SHEETS
ARCHITECTURAL
STRUCTURAL
PLUMBING
MECHANICAL
ELECTRICAL
FIRE PROTECTION
A05 S02 P03
M05 E10
FP02
A17 S06 P05
M03
FP01NORTH
MAIN BUILDING SECOND FLOOR PLAN
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
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A Y
PL
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O N
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0)
C H
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IN
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(5
) 3
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A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C25
MAIN BUILDING
- SECOND FLOOR
PLAN
CROSS REFERENCE LEGEND
SEE SHEETS
ARCHITECTURAL
STRUCTURAL
PLUMBING
MECHANICAL
ELECTRICAL
FIRE PROTECTION
A05 S02 P03
M05 E10
FP02
A17 S06 P05
M03
FP01NORTH
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
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W
A Y
PL
A
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C H
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, V
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IN
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(5
) 3
C
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CLEMENT
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No.
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A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C26
MAIN BUILDING
- SECTIONS & DETAILS
SCALE: 1/4" = 1'
SECTION
C24 C26
SCALE: 1/4" = 1'
SECTION
C24 C26
DUAL PIPE
SUPPORT BRACKET
NOT TO SCALE
SCALE: 1/4" = 1'
SECTION
C24 C26
CROSS REFERENCE LEGEND
SEE SHEETS
ARCHITECTURAL
STRUCTURAL
PLUMBING
MECHANICAL
ELECTRICAL
FIRE PROTECTION
A05 S02 P03
M05 E10
FP02
A17 S06 P05
M03 E04
FP01
PLANT INFLUENT/RAW WATER
SAMPLE SCHEMATIC(1 REQ'D)
NOT TO SCALE
pH METER/ STREAMING
CURRENT MONITOR(2 REQ'D)
NOT TO SCALE
CARBON FEEDER BASE
SCALE: 1/4" = 1'
SECTION
C26 C26
SCALE: 1/4" = 1'
SECTION
C26 C26
DUST COLLECTOR EXPLOSION VENT DUCT
SCALE: 1/32" =1'
C24 C27
SCALE: 1/4" = 1'
SECTION
C24 C27
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
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A Y
PL
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E or tz
L.
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0)
C H
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SB
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, V
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IN
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FA
X
(5
) 3
C
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No.
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A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C27
MAIN BUILDING
- SECTIONS
CROSS REFERENCE LEGEND
SEE SHEETS
ARCHITECTURAL
STRUCTURAL
PLUMBING
MECHANICAL
ELECTRICAL
FIRE PROTECTION
A05 S02 P03
M05 E10
FP02
A17 S06 P05
M03
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
ID
W
A Y
PL
A
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D
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U
IT
E or tz
L.
L.
C ee d
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O N
E:
0)
C H
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, V
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IN
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X
(5
) 3
C
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CLEMENT
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No.
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AU
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A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
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N I)
C28
MAIN BUILDING
- TANK ROOM DETAIL
SCALE: 3/8"" = 1'
SECTION
C28 C28
SCALE: 3/8" = 1'
TANK ROOM PLAN
SCALE: 3/8"" = 1'
SECTION
C28 C28
SCALE: 3/8"" = 1'
SECTION
C28 C28
CROSS REFERENCE LEGEND
SEE SHEETS
ARCHITECTURAL
STRUCTURAL
PLUMBING
MECHANICAL
ELECTRICAL
FIRE PROTECTION
A05 S02 P03
M05 E10
FP02
A17 S06 P05
M03 E04
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
M
ID
W
A Y
PL
A
ZA
D
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VE
S
U
IT
E or tz
L.
L.
C ee d
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P PH
O N
E:
0)
C H
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N
SB
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, V
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IN
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X
(5
) 3
C
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CLEMENT
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No.
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IN
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A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
C29
HIGH SERVICE
PUMP STATION
- PLAN & SECTIONS
SCALE: 1/2" = 1'
HIGH SERVICE PUMP STATION PLAN
SCALE: 1/2" = 1'
SECTION
C29 C29
SCALE: 1/2" = 1'
SECTION
C29 C29
COMBINED FILTER EFFLUENT
TURBIDIMETER AND SAMPLE SCHEMATIC
NOT TO SCALE
CROSS REFERENCE LEGEND
SEE SHEETS
ARCHITECTURAL
STRUCTURAL
PLUMBING
MECHANICAL
ELECTRICAL
M06 E03
A18 S13 P07
EMERGENCY GENERATOR PAD 192" x 96"
C30 C30
DRAWN BY:
REVIEW BY:
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
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W
A Y
PL
A
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D
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E or tz
L.
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P PH
O N
E:
0)
C H
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, V
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IN
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FA
X
(5
) 3
C
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E N
VI
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N M
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EN
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IN
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O
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CLEMENT
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No.
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AU
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IN
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A. SQUIRES
C.E. PEED
20 OCTOBER 2006
04 - 02
(D
IV
IS
IO
N I)
SCALE: 1/8" = 1'
CHLORINE CONTACT TANK PLAN
SCALE: 1/8" = 1'
CLEARWELL TANK PLAN
SCALE: 1/2" = 1'
PUMP PAD DETAIL
SCALE: 1/2" = 1'
SECTION
C30
FINISHED WATER
TANKS PLAN, PUMP
PIPING PLAN &
SECTION
DWG DESCRIPTION:
REVISION:
DATE:
JN:
SEAL
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W
A Y
PL
A
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D
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U
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E or tz
L.
L.
C ee d
B
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O N
E:
0)
C H
RI
ST
IA
N
SB
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RG
, V
IR
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IN
IA
FA
X
(5
) 3
C
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IL
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VI
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N M
EN
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IN
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C31
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PIPING DETAILS
SCALE: 1/4" = 1'
CHLORINE CONTACT & CLEARWELL TANK SECTION - ELEVATION
SCALE: 1/4" = 1'
TYPICAL WALL SECTION
24" DIP INLET TO CHLORINE CONTACT FROM FILTER BUILDING
NOT TO SCALE
24" DIP INLET TO CLEARWELL FROM FILTER BUILDING
NOT TO SCALE
16" DIP OVERFLOW BOTH TANKS
NOT TO SCALE
24" DIP OUTLET FROM CHLORINE CONTACT TANK TO CLEARWELL
NOT TO SCALE
24" DIP INLET TO CLEARWELL FROM CHLORINE CONTACT TANK
C32 C32
C32 C32
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C32
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SECTION
C32 C32
SECTION
C32 C32
PLAN
SUCTION SUMP DETAIL
PUMP PAD STEEL DETAIL
PLAN
SECTION
INTERIOR FIBERGLASS LADDER
SIDE VIEW
WITH SAFETY RAIL
FRONT VIEW
#200 PRECAST CONCRETE OVERFLOW
FIBERGLASS HATCH COVER
WITH FIBERGLASS EYE LID
NOT TO SCALE
NOT TO SCALE
50" FIBERGLASS VENTILATOR
NOT TO SCALE
NOT TO SCALE
PIPE BRACKET
NOT TO SCALE
8" DOME PROBE CURB
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
C32 C32 A
NOT TO SCALE
SECTION
C32 C32 A
PERIMETER WALL DRAIN
NOT TO SCALE
CONSTRUCTION MANHOLE
NOT TO SCALE
FIBERGLASS LIQUID LEVEL INDICATOR
SUPERSTOP
C33 C33A
C33 C33 B
C33 C33 C
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SCALE: 1/8" = 1'
BAFFLE CURTAINS ELEVATION
NOT TO SCALE
SECTION
C33 C33 A
NOT TO SCALE
OPEN END SECTION
C33 C33 B
NOT TO SCALE
WALL ANGLE SECTION
C33 C33 C
SOLID HANDLING FACILTY PLAN
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SOLID HANDLING
FACILITY
- PLAN & DETAILS
CROSS REFERENCE LEGEND
SEE SHEETS
ARCHITECTURAL
STRUCTURAL
MECHANICAL
ELECTRICAL
S11 M06 E06
A23 S12
SCALE: 1/2" = 1'
SECTION
C34 C34 A
SCALE: 1/2" = 1'
GUARDRAIL DETAIL
NORTH
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
C34 C35
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SCALE: 1/4" = 1'
SECTION
C34 C35
BACKFILL SECTION
NOT TO SCALE
SCALE: 1/4" = 1'
SECTION
C34 C35
3 CROSS REFERENCE LEGEND
SEE SHEETS
ARCHITECTURAL
STRUCTURAL
MECHANICAL
ELECTRICAL
S11 M06 E06
A23 S12
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
CARBON FEED SCHEMATIC
SODA ASH FEED SCHEMATIC
NOT TO SCALE
CORROSION INHIBITOR FEED SCHEMATIC
NOT TO SCALE
HYPOCHLORITE FEED SCHEMATIC
NOT TO SCALE
HYDROFLUOSILICIC ACID FEED SCHEMATIC
NOT TO SCALE
POLYALUMINUM CHLORIDE FEED SCHEMATIC
NOT TO SCALE
C36
CHEMICAL FEED
SCHEMATICS
DETAIL A
NOT TO SCALE
DETAIL B
NOT TO SCALE
DETAIL C
NOT TO SCALE
HYDROFLUOSILICIC ACID INJECTOR DETAIL
NOT TO SCALE
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POLYMER FEED SCHEMATIC
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RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
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CHEMICAL PIPING
PLAN
SCALE: 1/8" = 1'
CHEMICAL PIPING PLAN - FIRST FLOOR
SCALE: 1/8" = 1'
CHEMICAL PIPING PLAN - SECOND FLOOR
CHEMICAL PIPING LEGEND
CHEMICAL PIPING NOTES
SCALE: 1/8" = 1'
CHEMICAL PIPING PLAN - HIGH SERVICE PUMP STATION
PIPE SUPPORT DETAIL
NOT TO SCALE
NORTH
NORTH
NORTH
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SECTION A-A
BOLLARD DETAIL
NOT TO SCALE
SIDEFRONT
PLAN
NOT TO SCALE
PIPE SUPPORT DETAIL
NOT TO SCALE
TYPICAL ALUMINUM HANDRAIL
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C38
GENERAL DETAILS
REMOVABLE HANDRAIL DETAIL
NOT TO SCALE
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
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C39
STANDARD WATER
DETAILS
FIRE HYDRANT ASSEMBLY (TYPICAL ELEVATION)
NOTES:
NOT TO SCALE
VALVE & BOX DETAIL
NOT TO SCALE
METER SETTING
RESIDENTIAL WATER
NOT TO SCALE
AIR RELEASE VALVE DETAIL
NOT TO SCALE
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(D
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N I)NOTES: 1) ALL CONCRETE SHALL BE VDOT CLASS A-3 AND SHALL BE POURED AGAINST UNDISTURBED EARTH
2) PAINT ALL EXPOSED STEEL WITH 2 COATS OF WATERPROOF BITUMASTIC COMPOUND
NOT TO SCALE
STANDARD ANCHOR BLOCKING DETAILS
NOT TO SCALE
WATER MAIN TRENCH BEDDING
NOT TO SCALE
PRESSURE GAUGE DETAIL
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
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C40
SANITARY SEWER
DETAILS
AA
BB
SECTION B-B
SECTION A-A
CONCRETE ENCASEMENT
NOT TO SCALE
NOT TO SCALE
GRAVITY SEWER BEDDING
NOT TO SCALE
STANDARD PAVEMENT REPAIR
DROP MANHOLE CONNECTION
NOT TO SCALE
STRAIGHT PIPE CONCRETE ANCHOR DETAIL
NOT TO SCALE
RECORD DRAWINGS RECORD DRAWINGS
RECORD DRAWINGSRECORD DRAWINGS
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E E R S
ARCHITECT, PC
300 Church Street Blacksburg Virginia 24060
Telephone (540) 951 - 4925 Fax (540) 951 - 4950
THOMAS KOONTZ
CKD
AU
ST
IN
VI
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W
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10/20/06
ABBREVIATIONS: INDEX TO DRAWINGS:
A00 ARCHITECTURAL COVER SHEET
A01 PROJECT CODE DATA
A02 RAW WATER INTAKE - PLANS
A03 RAW WATER INTAKE - ELEVATIONS & SECTIONS
A04 RAW WATER INTAKE - DETAILS
A05 MAIN BUILDING - 1ST FLOOR PLAN
A06 MAIN BUILDING - 2ND FLOOR PLAN
A07 MAIN BUILDING - ROOF PLAN
A08 MAIN BUILDING - EXTERIOR ELEVATIONS
A09 MAIN BUILDING - EXTERIOR ELEVATIONS
A10 MAIN BUILDING - BUILDING SECTIONS
A11 MAIN BUILDING - WALL SECTIONS
A12 MAIN BUILDING - WALL SECTIONS
A13 MAIN BUILDING - WALL SECTIONS
A14 MAIN BUILDING - ENLARGED PLANS & INTERIOR ELEVATIONS
A15 MAIN BUILDING - ENLARGED PLANS, ELEVATIONS & DETAILS
A16 MAIN BUILDING - REFLECTED CEILING PLANS
A17 MAIN BUILDING - STAIR & RAILING DETAILS
A18 HIGH SERVICE PUMP STATION
A19 SCHEDULES & DOOR AND WINDOW DETAILS
A20 CONSTRUCTION DETAILS
A21 SIGNAGE PLANS
A22 SIGNAGE DETAILS
A23 SOLIDS HANDLING FACILITY
A.S.C. ACOUSTICAL SUSPENDED CEILING EQ. EQUAL O.A. OVER-ALL
A.F.F. ABOVE FINISH FLOOR EXIST. EXISTING O.C. ON CENTER
ALUM. ALUMINUM EXT. EXTERIOR O.F.C.I. OWNER FURNISHED
A.P.A. AMERICAN PLYWOOD ASSOCIATION F.D. FLOOR DRAIN CONTRACTOR INSTALLED
APPROX. APPROXIMATE F.F.E. FINISH FLOOR ELEVATION O.H. OPPOSITE HAND
ARCH. ARCHITECTURAL FIN. FINISH OPNG. OPENING
BD. BOARD FL. FLOOR OZ. OUNCE
BLDG. BUILDING F.O. FACE OF PL. PLATE
BM BEAM or BENCH MARK (') FT. FOOT or FEET P/L PROPERTY LINE
BOT. BOTTOM FTG. FOOTING PLYWD. PLYWOOD
BRG. BEARING GA. GAGE PNL. PANEL
BTWN. BETWEEN GR. GRADE P.T. PRESSURE TREATED
CAB. CABINET G.W.B. GYPSUM WALLBOARD R. RADIUS
C.J. CONTROL JOINT GYP. GYPSUM REF. REFRIGERATOR
CLG. CEILING H.M. HOLLOW METAL REINF. REINFORCE
C.T. CERAMIC TILE HORIZ. HORIZONTAL REQD. REQUIRED
CLO. CLOSET HT. HEIGHT REV. REVERSED
C.O. CLEAN OUT HTR. HEATER RM. ROOM
CMU CONCRETE MASONRY UNIT H.W. HOT WATER R/W RIGHT OF WAY
COL. COLUMN (") IN. INCH S. SOUTH
CONC. CONCRETE INSUL. INSULATION SIM. SIMILAR
CONST. CONSTRUCTION INT. INTERIOR SPEC. SPECIFICATION
CONT. CONTINUE JCT. JUNCTION SQ. SQUARE
CONTR. CONTRACTOR JT. JOINT STD. STANDARD
CPT. CARPET LB. POUND STRUCT. STRUCTURAL
CTR. CENTER LG. LENGTH or LONG STL. STEEL
D. DEEP L.L. LIVE LOAD T&G TONGUE & GROOVE
Ø, DIA. DIAMETER L.L.V. LONG LEG VERTICAL THK. THICK
DIM. DIMENSION MATL. MATERIAL T.O. TOP OF
D.L. DEAD LOAD MAX. MAXIMUM T.S. TUBULAR STEEL
DN. DOWN MECH. MECHANICAL TYP. TYPICAL
DS. DOWNSPOUT MFR. MANUFACTURER V.B. VAPOR BARRIER
DTL. DETAIL M.R. MOISTER RESISTANCE VERT. VERTICAL
D.W. DISH WASHER MW. MICROWAVE V.C.T. VINYL COMPOSITION TILE
DWG. DRAWING MIN. MINIMUM W. WEST
E. EAST MISC. MISCELLANEOUS W/ WITH
EA. EACH MNTG. MOUNTING W/D WASHER & DRYER
E.I.F.S. EXTERIOR INSULATION N. NORTH W.H. WATER HEATER
FINISH SYSTEM N.I.C. NOT IN CONTRACT WD. WOOD
E.J. EXPANSION JOINT NO. NUMBER WT. WEIGHT
ELEC. ELECTRICAL N.T.S. NOT TO SCALE W.W.F. WELDED WIRE FABRIC
ELEV. ELEVATION O/ OVER
MATERIAL SYMBOLS:
CONCRETE (PLAN & SECTION)
BRICK (PLAN & SECTION)
CONCRETE BLOCK (PLAN & SECTION)
WOOD (PLAN)
FRAMING LUMBER (SECTION)
FINISH WOOD (SECTION)
PLYWOOD (SECTION)
STEEL (SECTION)
BATT INSULATION (PLAN & SECTION)
RIGID INSULATION (PLAN & SECTION)
GRAVEL
SOIL
GYPSUM BOARD
LINTEL OR BEAM (PLAN)
ARCHITECTURAL
COVER SHEET
A00
SYMBOLS LEGEND:
A05 A10
ELEVATION NO. - SECTION NO. - DETAIL NO.
SHEET NO. WHERE ELEVATION,
SECTION, OR DETAIL IS TAKEN
SHEET NO. WHERE ELEVATION,
SECTION, OR DETAIL IS DRAWN
ELEVATION, SECTION OR DETAIL SYMBOL
A06
ADDITIONAL SHEET REFERENCES
10/20/06
H
O N
E
C H
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IS
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N S B U
R G
V
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F A
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C
IV
IL
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V
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O N
M E N
T A
L E
N G
IN
E E R S
ARCHITECT, PC
300 Church Street Blacksburg Virginia 24060
Telephone (540) 951 - 4925 Fax (540) 951 - 4950
THOMAS KOONTZ
CKD
AU
ST
IN
VI
LL
E
W
AT
ER
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REVISION:
DATE:
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PROJECT
CODE DATA
A01
MAIN BUILDING
DN
SECOND FLOOR PLAN
SCALE: 1/16" = 1'-0"
DN
DN
DN
UP
DN
FIRST FLOOR PLAN
SCALE: 1/16" = 1'-0"
UP
UP
SECOND FLOOR PLAN
SCALE: 1/16" = 1'-0"
FIRST FLOOR PLAN
SCALE: 1/16" = 1'-0"
RAW WATER INTAKE BUILDING
FLOOR PLAN
SCALE: 1/16" = 1'-0"
HIGH SERVICE PUMP STATION BUILDING
LEGEND
1 HOUR FIRE RATED WALL ASSEMBLY
2 HOUR FIRE RATED WALL ASSEMBLY
3 HOUR FIRE RATED WALL ASSEMBLY
EGRESS CAPACITY OF DOOR (TABLE 1003.2.3)
PORTABLE FIRE EXTINGUISHER, WALL MOUNTED
PROJECT DATA
DRAWINGS BASED ON 2000 VUSBC (IBC 2000)
USE BLDG AREA OCCUPANT LOAD
GROUP (GROSS SF) (TABLE 1003.2.2.2)
FIRE AREA 1
FIRST FLOOR F-1 3,000 30
FIRST FLOOR H-2 164 1
FIRST FLOOR H-4 1,088 4
FIRST FLOOR TOTAL 4,252 35
SECOND FLOOR F-1 3,010 31
SECOND FLOOR H-4 154 1
SECOND FLOOR TOTAL 3,164 32
FIRE AREA 1 TOTAL 7,416 67
FIRE AREA 2
FIRST FLOOR F-2 7,754 78
SECOND FLOOR F-2 4,188 42
SECOND FLOOR B 3,566 36
SECOND FLOOR TOTAL 7,754 78
FIRE AREA 2 TOTAL 15,508 156
FIRST FLOOR GRAND TOTAL 12,006 113
SECOND FLOOR GRAND TOTAL 10,918 110
BUILDING TOTAL 22,924 223
USE GROUP / (IBC 302):
F-1 (FACTORY INDUSTRIAL - MODERATE HAZARD)
F-2 (FACTORY INDUSTRIAL - LOW HAZARD)
H-2 (HIGH ACCELERATED BURNING HAZARD)
H-4 (HIGH HEALTH HAZARD)
B (BUSINESS)
REQUIRED SEPARATION OF OCCUPANCIES (TABLE 302.3.3)
F-1 FROM F-2 2 HOUR FIRE SEPARATION
F-1 FROM H-2 2 HOUR FIRE SEPARATION
F-1 FROM H-4 2 HOUR FIRE SEPARATION
F-1 FROM B 3 HOUR FIRE SEPARATION
H-2 FROM H-4 2 HOUR FIRE SEPARATION
CONSTRUCTION CLASSIFICATION / (IBC 602):
IIB (NONCOMBUSTIBLE)
BUILDING IS SPRINKLED IN ACCORDANCE WITH NFPA 13 (AREAS NOTED IN DRAWING)
HEIGHT & AREA LIMITATIONS AT MAIN BUILDING
FIRE AREA 1
THE FOLLOWING HEIGHT & AREA LIMITATIONS ARE BASED ON SEPARATED
MIXED USE GROUPS (F-1, H-2, & H-4)
F-1
ALLOWED HEIGHT: (2) STORIES, 55 FT. HEIGHT (TABLE 503)
ACTUAL HEIGHT: (2) STORIES, 33 FT. HEIGHT
ALLOWED AREA: 15,500 SF (TABLE 503)
ACTUAL AREA: 3,000 SF FIRST FLOOR
3,010 SF SECOND FLOOR
H-2
ALLOWED HEIGHT: (1) STORY, 55 FT. HEIGHT (TABLE 503)
ACTUAL HEIGHT: (1) STORIES, 14 FT. HEIGHT
ALLOWED AREA: 7,000 SF. AREA ALLOWED PER FLOOR (TABLE 503)
ACTUAL AREA: 165 SF FIRST FLOOR
H-4
ALLOWED HEIGHT: (3) STORIES, 55 FT. HEIGHT (TABLE 503)
ACTUAL HEIGHT: (2) STORIES, 33 FT. HEIGHT
ALLOWED AREA: 17,500 SF (TABLE 503)
ACTUAL AREA: 1,088 SF FIRST FLOOR
154 SF SECOND FLOOR
FIRE AREA 2
THE FOLLOWING HEIGHT & AREA LIMITATIONS ARE BASED ON NON-SEPARATED
MIXED USE GROUPS (F-2 & B) - WHERE F-2 IS MOST RESTRICTIVE AND
GOVERNS THE FIRE AREA
ALLOWED HEIGHT (F-2): (3) STORIES, 55 FT. HEIGHT (TABLE 503)
ACTUAL HEIGHT: (2) STORIES, 30 FT. HEIGHT
ALLOWED AREA (F-2): 23,000 SF. AREA ALLOWED PER FLOOR (TABLE 503)
ACTUAL AREA: 7,754 SF FIRST FLOOR
7,754 SF SECOND FLOOR
SHAFT ENCLOSURE RATING
PER SEC. 707.4, ALL SHAFT ENCLOSURES SHALL HAVE A FIRE-RESISTANCE
RATING OF 1 HOUR. THIS INCLUDES, BUT IS NOT LIMITED TO, STAIRWAYS
AND ELEVATOR HOISTWAYS.
F.E.
1088 GROSS SF
H-4 OCCUPANCY
CAPACITY = 4 PERSONS
2 HOUR FIRE SEPARATION ASSEMBLIES
-WALLS U.L. #U906
-CEILING U.L. #D929
180 180
180 180
1 HOUR FIRE SEPARATION
ASSEMBLY, U.L. #U906
1 HOUR FIRE SEPARATION
ASSEMBLY, U.L. #906
165 GROSS SF
H-2 OCCUPANCY
CAPACITY = 1 PERSONS
4188 GROSS SF
FACTORY INDUSTRIAL (F-2) OCCUPANCY
CAPACITY = 42 PERSONS
1 HOUR FIRE SEPARATION
ASSEMBLY, U.L. #U906
1 HOUR FIRE SEPARATION
ASSEMBLY, U.L. #U906
4188 GROSS SF
FACTORY INDUSTRIAL (F-2) OCCUPANCY
CAPACITY = 42 PERSONS
3566 GROSS SF
BUSINESS (B) OCCUPANCY
CAPACITY = 35 PERSONS
OPEN TO H-4 BELOW
3010 GROSS SF
FACTORY INDUSTRIAL (F-1) OCCUPANCY
CAPACITY = 32 PERSONS
CEILING ABOVE,
1 HR FIRE SEPARATION
ASSEMBLY, U.L. #929
FLOOR TO BE 1 HR FIRE
SEPARATION ASSEMBLY OVER
ENTRY ENCLOSURE BELOW
-U.L. #D929
154 GROSS SF
H-4 OCCUPANCY
CAPACITY = 1 PERSONS
3000 GROSS SF
FACTORY INDUSTRIAL (F-1) OCCUPANCY
CAPACITY = 30 PERSONS
3566 GROSS SF
FACTORY INDUSTRIAL (F-2) OCCUPANCY
CAPACITY = 36 PERSONS
3 HOUR FIRE SEPARATION
ASSEMBLY, U.L. #U904
FULLY SPRINKLED NOT SPRINKLED
FIRE AREA 1 - SEPARATED MIXED USE
FULLY SPRINKLED
FIRE AREA 2 - NON-SEPARATED MIXED USE
NOT SPRINKLED
2 HOUR FIRE SEPARATION ASSEMBLY
UNDER H-4
-CEILING U.L. #D929
2 HOUR FIRE SEPARATION ASSEMBLIES
-INT. WALLS U.L. #U906
-FLOOR U.L. #929
2 HOUR FIRE SEPARATION ASSEMBLIES
-INT. WALLS U.L. #U906
2 HOUR FIRE SEPARATION ASSEMBLY
ABOVE H-2
-FLOOR U.L. #D929
2 HOUR FIRE SEPARATION ASSEMBLIES
-INT. WALLS U.L. #U906
3 HOUR FIRE SEPARATION
ASSEMBLY, U.L. #U904
FIRE AREA 1 - SEPARATED MIXED USE FIRE AREA 2 - NON-SEPARATED MIXED USE
196 GROSS SF
MECHANICAL EQUIPMENT ROOM
CAPACITY = 1 PERSON
402 GROSS SF
H-3 OCCUPANCY
CAPACITY = 2 PERSONS
LEGEND
EGRESS CAPACITY OF DOOR (TABLE 1003.2.3)
PORTABLE FIRE EXTINGUISHER, WALL MOUNTED
PROJECT DATA
DRAWINGS BASED ON 2000 VUSBC (IBC 2000)
USE BLDG AREA OCCUPANT LOAD
GROUP (GROSS SF) (TABLE 1003.2.2.2)
FIRST FLOOR H-3 402 2
SECOND FLOOR H-3 196 1
BUILDING TOTAL 598 3
USE GROUP / (IBC 302):
H-3 (HIGH PHYSICAL HAZARD)
REQUIRED SEPARATION OF OCCUPANCIES (TABLE 302.3.3)
CONSTRUCTION CLASSIFICATION / (IBC 602):
IIB (NONCOMBUSTIBLE)
BUILDING IS SPRINKLED IN ACCORDANCE WITH NFPA 13
HEIGHT & AREA LIMITATIONS
THE FOLLOWING HEIGHT & AREA LIMITATIONS ARE BASED ON USE GROUP H-3
ALLOWED HEIGHT: (2) STORIES, 55 FT. HEIGHT (TABLE 503)
ACTUAL HEIGHT: (2) STORIES, 25 FT. HEIGHT
ALLOWED AREA: 14000 SF (TABLE 503)
ACTUAL AREA: 402 SF FIRST FLOOR
196 SF SECOND FLOOR
373 GROSS SF
MECHANICAL EQUIPMENT ROOM
CAPACITY = 2 PERSONS
LEGEND
EGRESS CAPACITY OF DOOR (TABLE 1003.2.3)
PORTABLE FIRE EXTINGUISHER, WALL MOUNTED
PROJECT DATA
DRAWINGS BASED ON 2000 VUSBC (IBC 2000)
USE BLDG AREA OCCUPANT LOAD
GROUP (GROSS SF) (TABLE 1003.2.2.2)
BUILDING TOTAL U 373 2
USE GROUP / (IBC 302):
U (UTILITY AND MISCELLANEOUS)
CONSTRUCTION CLASSIFICATION / (IBC 602):
IIB (NONCOMBUSTIBLE)
HEIGHT & AREA LIMITATIONS
THE FOLLOWING HEIGHT & AREA LIMITATIONS ARE BASED ON USE GROUP U
ALLOWED HEIGHT: (2) STORIES, 55 FT. HEIGHT (TABLE 503)
ACTUAL HEIGHT: (2) STORIES, 13 FT. HEIGHT
ALLOWED AREA: 8500 SF (TABLE 503)
ACTUAL AREA: 373 SF
F.E.
2 HOUR FIRE RATED SHAFT ASSEMBLY
-INT. WALLS U.L. #U906
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
F.E.
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ARCHITECT, PC
300 Church Street Blacksburg Virginia 24060
Telephone (540) 951 - 4925 Fax (540) 951 - 4950
THOMAS KOONTZ
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A03A02
A03
A02 A04 A03
1'-0" 19'-0"
8" 9'-0" 8"
2'-0"
A03A02
A02 A03
8" CMU W/ CORE FILL INSULATION
IN NON-REINF. CELLS (TYP.) -
SEE STRUCT. DWGS.
10'-4"
1'-0"
MANHOLE FRAME AND COVER,
ALIGN ABOVE EXISTING
LADDER, SEE CIVIL DWGS.
48" X 48" TROLLEY SHELTER8
A04A02
GENERAL NOTES
PORTABLE FIRE EXTINGUISHER,
WALL MOUNTED
- TOP NO HIGHER THAN 42" A.F.F.
- BOTTOM BETWEEN 4" AND 27" A.F.F.
F.E.
F.E.
F.E.
A03A02
5'-0" 3'-4"
A03
A03
EXISTING CONC. STRUCTURE (BELOW)
A03
34'-0" ±
19'-0" FROM EDGE AT TOP OF
EXISTING CONC. STRUCTURE
RAW WATER
INTAKE
BUILDING -
PLAN
A02
SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"
NORTH
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
ELEC.
GENERATOR DECK
FIRST FLOOR PLAN
SCALE: 1/4" = 1'-0"
NORTH
CHEMICAL TANK
A03A02
DN
HOIST & TROLLEY SYSTEM (ABOVE),
SEE CIVIL DWGS.
HOIST & TROLLEY SYSTEM,
SEE CIVIL DWGS.
ROOF PLAN (OVER ELECTRIC ROOM 002)
SCALE: 1/4" = 1'-0"
NORTH
FIXED ALUMINUM
WALL LADDER
FIXED ALUMINUM WALL LADDER
W/ SAFETY RESTRAINT
A03A02
A03A02
A03A02
A03A02
A03A02
A04A02
A03
SLOPE
SLOPE
METAL COPING
GUTTER
A03A02
GENERATOR, SEE ELEC. DWG.
A02 A04
DN
A03A02
MANHOLE FRAME AND COVER,
SEE CIVIL DWGS.
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IN
E E R S
ARCHITECT, PC
300 Church Street Blacksburg Virginia 24060
Telephone (540) 951 - 4925 Fax (540) 951 - 4950
THOMAS KOONTZ
CKD
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ST
IN
VI
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T
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A03
ELEVATION
SCALE: 1/4" = 1'-0"
A03
ELEVATION
SCALE: 1/4" = 1'-0"
SECTION
SCALE: 1/4" = 1'-0"
SECOND FLOOR
1961'-9" F.F.E.
FIRST FLOOR
1951'-7 1/2" F.F.E.
ELEVATION
SCALE: 1/4" = 1'-0"
3'-2"
3 3/4"
SECTION
SCALE: 1/4" = 1'-0"
3'-8"
EQ. 3 EQ. 3 EQ. 3 EQ. 3
EQ. EQ. EQ. EQ.
EQ.EQ.EQ.
SECOND FLOOR
1961'-9" F.F.E.
FIRST FLOOR
1951'-7 1/2" F.F.E.
A02A03 A03
A02A03
A03
"EQ.
2'-0"
A02
A03A02
A03A02
A03A02
A03A02
ELEVATION
SCALE: 1/4" = 1'-0"
A03A02 A03
A03
EQ.EQ.EQ. EQ.
SECOND FLOOR
1961'-9" F.F.E.
FIRST FLOOR
1951'-7 1/2" F.F.E.
/2
RAW WATER
INTAKE
BUILDING -
ELEVATIONS &
SECTIONS
STL. BEAM AND PLATE,
SEE STRUCT. DWG.
EXISTING CONC.
STRUCTURE
DIAGONAL BRACING,
SEE STRUCT. DWG
8" CMU W/ CORE FILL
INSULATION IN NON-REINF.
CELLS - SEE STRUCT. DWGS.
STEEL GUARDRAIL
CONC. DECK STRUCTURE,
SEE STRUCT. DWG
HINGED WATERTIGHT
DOOR
CONC. DECK STRUCTURE,
SEE STRUCT. DWG
STEEL GUARDRAIL,
SEE DETAIL 2/A04
CONC./MTL. PAN
STAIRS
STEEL GUARDRAIL
HOIST & TROLLEY SYSTEM,
SEE CIVIL DWGS.
EXISTING CONC.
STRUCTURE
JOIST BEARING
DIAGONAL BRACING,
SEE STRUCT. DWG
TOP OF MASONRY
JOIST BEARING
HOIST & TROLLEY SYSTEM,
SEE CIVIL DWGS.
GUTTER AND DOWNSPOUT
CHEMICAL TANK
ELEC.
CONC. DECK STRUCTURE,
SEE STRUCT. DWG
GENERATOR DECK
FIXED ALUMINUM WALL LADDER
W/ SAFETY RESTRAINT
FIXED ALUMINUM
WALL LADDER
12" CMU W/ CORE FILL
INSULATION IN NON-REINF.
CELLS
FIXED ALUMINUM
WALL LADDER
TROLLEY SHELTER
A03 A04
A03 A04
CONC./MTL. PAN STAIRS
CONC./MTL. PAN STAIRS
MTL. COPING
CMU
CONC. SLAB - SEE
STRUCT. DWGS.
A03 A04
CONC. FOOTING -
SEE STRUCT. DWGS.
CONC. SLAB - SEE STRUCT. DWGS.
A03A03 A03
A02 A04
A03
TRAFFIC DECK
COATING SYSTEM
CONC. DECK STRUCTURE,
SEE STRUCT. DWG
STEEL GUARDRAIL,
SEE DETAIL 2/A04
FIXED ALUMINUM WALL LADDER
W/ SAFETY RESTRAINT
PUMP AND PIPE VAULTS,
SEE CIVIL & STRUCT. DWGS.
HINGED WATERTIGHT DOOR
REV.
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N G
IN
E E R S
ARCHITECT, PC
300 Church Street Blacksburg Virginia 24060
Telephone (540) 951 - 4925 Fax (540) 951 - 4950
THOMAS KOONTZ
CKD
AU
ST
IN
VI
LL
E
W
AT
ER
T
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DRAWN BY:
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STAIR SECTION
SCALE: 1/4" = 1'
R
IS
E
R S
.7
E
A
/2
SECOND FLOOR
1961'-9" F.F.E.
" 3
A04A02
STEEL HANDRAIL
A03
CONC./MTL. PAN STAIRS
A04 A04
DIAGONAL BRACING
FIRST FLOOR
1961'-7 1/2" F.F.E.
17 TREADS @ 11" EA. = 15'-7"
A04
RAW WATER
INTAKE
BUILDING -
DETAILS
NOT USED1
11"1'-0"
CONC. LANDING
CONC. FILLED
METAL PAN STAIR
STEEL STRINGER
PAINT UNDERSIDE
1 1/2" RD. HANDRAIL
HANDRAIL BRACKET
(AT WALL)
STAIR & HANDRAIL DETAIL
SCALE: 1" = 1'-0"
RIGID INSUL.
SINGLE PLY
ROOF MEMBRANE
METAL COPING
2X P.T. WD. BLOCKING
BOND BEAM, SEE
STRUCT. DWG.
8" CMU, SEE
STRUCT. DWGS.
ANCHOR BOLT
PARAPET WALL DETAIL
SCALE: 1" = 1'-0"
RIGID…
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