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Guthrie, Kentucky
Logan Todd Regional Water Commission
by the
WATER SYSTEM EXPANSION TO SPRINGFIELD, TN.
for the
CONSTRUCTION PLANS
T-1 Title Sheet
C-1 Existing Site Plan
C-2 Site Piping Plan
C-3 Site Grading Plan
October 2016
M-1 Building Mechanical Plan
M-2 Building Floor and Roof Framing Plan
M-3 Mechanical Sections and Details
M-5 Details, Notes and Design Criteria
E-1 Electrical Site Plan
E-2 Enlarged Electrical Site Plan
E-3 Electrical Plan
E-5 One Line Diagram
E-6 MCC-A2 Schedule, VFD Schedule and MCC-A2 Elevation
M-4 Building Details
G-1 Standard Symbols
G-2 Abbreviations
D-1 Electrical Demolition Plan
H-1 HVAC Plan
H-2 HVAC Schedule and Details
E-4 Details and Schedules
ON O
RIGI
NAL D
RAW
ING
C-1DRAWING NO.
FIRM
: McG
hee
DES
BY: M
WM
DWN
BY: M
WM
PRIN
TED:
PROJ
ECT
DATE
: Mar
ch 20
16SC
ALE:
3/16
"=1'-
0"
CHK
BY: C
WW
APP
BY:
LENG
TH O
F BA
R IS
1"
En
gin
ee
rin
g
202 E
wing
Stre
et
(270
) 483
-998
5Gu
thrie,
KY
4223
4
Mc
Gh
ee
www.m
cgheee
nginee
ring.co
m
Oct 31, 2016
Existing S
ite P
lan
Contract N
o. 2 - G
uthrie W
TP
Im
provem
ents
Logan Todd Regional W
ater Com
mission
Guthrie, Kentucky
SPRIN
GFIELD
, TN
W
ATER SU
PPLY PRO
JECT
EXISTING CLEARWELL No. 1
36" DIP CLEARWELL BYPASS36" DIP HIGH SERVICE PUMP STATION INLET
HIGH SERVICEPUMP STATION
GENE
RATO
R
3" PLANT WATER12
" DRA
IN
HYDRANT
INLETPUMP
STATION
4" SAN SEWER FM TRANSFORMERS
FIRE HYDRANT
6" DIP
24" D
RAIN
24" DRAIN
36" DIP BYPASS
36" DIP CLEARWELL BYPASS
FIRE HYDRANT
20" D
IP T
O DI
STRI
BUTI
ON
24" D
IP T
O DI
STRI
BUTI
ON
R. J. CORMAN RAILROAD
RAWWATER
STORAGELAGOON
ASPHALT DRIVEWAY
36" D
IP R
AW W
ATER
INLE
T
CHAIN LINK FENCE
C-1AEXISTING SITE PLAN
EXISTINGSIDEWALK
12" DIP STORM SEWER
4" DIP ROOF DRAIN
NOTE:EXISTING PIPING IS SHOWN FROM RECORD DRAWINGS AND HAS NOT BEENFIELD LOCATED. SOME SMALLER PIPING IS NOT SHOWN, AND NOUNDERGROUND ELECTRICAL IS SHOWN. RECORD DRAWINGS ARE AVAILABLEFOR REVIEW AT THE ENGINEER'S OFFICE AND AT THE WATER PLANT DURINGNORMAL BUSINESS HOURS. CONTRACTOR SHALL WORK AROUND EXISTINGPIPELINES, CONDUITS, STRUCTURES, ETC. TO INSTALL THE PROPOSEDIMPROVEMENTS. WHERE ADDITIONAL FITTINGS, MATERIALS, ETC. AREREQUIRED DUE TO THE EXISTING UNDERGROUND ITEMS NOT BEING SHOWNCORRECTLY ON THE DRAWINGS, OR WHERE A RELOCATION OF ANY EXISTINGLINES, CONDUITS, ETC. ARE REQUIRED BY THEIR NOT BEING SHOWN, ORSHOWN CORRECTLY, AND WHERE THE RELOCATION IS NOT CALLED FOR ONTHE DRAWINGS, CONTACT THE ENGINEER AND MAKE ARRANGEMENTS FOR ACOMPENSATING CHANGE ORDER PRIOR TO UNDERTAKING THE WORK.
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Michael W.S
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PLAN
NOR
TH
ON O
RIGI
NAL D
RAW
ING
C-2DRAWING NO.
FIRM
: McG
hee
DES
BY: M
WM
DWN
BY: M
WM
PRIN
TED:
PROJ
ECT
DATE
: Mar
ch 20
16SC
ALE:
3/16
"=1'-
0"
CHK
BY: C
WW
APP
BY:
LENG
TH O
F BA
R IS
1"
En
gin
ee
rin
g
202 E
wing
Stre
et
(270
) 483
-998
5Gu
thrie,
KY
4223
4
Mc
Gh
ee
www.m
cgheee
nginee
ring.co
m
Oct 31, 2016
Site P
iping P
lan
Contract N
o. 2 - G
uthrie W
TP
Im
provem
ents
Logan Todd Regional W
ater Com
mission
Guthrie, Kentucky
SPRIN
GFIELD
, TN
W
ATER SU
PPLY PRO
JECT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
17
19
25
16 18
20
21
22
23
24
26
27
28
29
30
31
32
EXISTING CLEARWELL No. 1
3" PLANT WATER
12" D
RAIN
HYDRANT
INLETPUMP
STATION
4" SAN SEWER FORCE MAIN
TRANSFORMERS
FIRE HYDRANT
6" DIP
24" D
RAIN
24" DRAIN
36" DIP BYPASS
36" DIP CLEARWELL BYPASS
FIRE HYDRANT
20" D
IP T
O DI
STRI
BUTI
ON
24" D
IP T
O DI
STRI
BUTI
ON
R. J. CORMAN RAILROAD
RAWWATER
STORAGELAGOON
36" D
IP R
AW W
ATER
INLE
T
CHAIN LINK FENCE
24" BUTTERFLYVALVE
24"x6" TEE6" GATE VALVE
FIREHYDRANT
6" DIP
6'-0"6'-
0"6'-
11"
24" BFLY VALVE
36"x24" TEE 36" SLEEVE36" BFLY VALVE
24"x20" TAPPING SLEEVE & VALVE
24"x20" REDUCER
24" 90
24" DIP BYPASS
24" BFLYVALVE
24" TEE
±36'
24" SLEEVE
24" DIP POTABLE WATERPIPELINE TO SPRINGFIELDTN - BY OTHERS
RELOCATED ASPHALT ROAD
C-2ASITE PIPING PLAN
CO
CO
CONNECT 6" DIP ROOF DRAIN LINETO EXISTING 12" STORM SEWER WITHROMAC STYLE CB SEWER SADDLE OR EQUAL
6" D
IP R
OOF
DRAI
N @
1% S
LOPE
CONNECT TO 4" DIP 2" SCH 80 PVC SUMP DISCH
4" DIP ROOF DRAIN
F 575.00L
F 57
4.63
L
F 6" DIP 573.83L
4" DIP ROOF DR
DUCTILE IRONMJ TEE
CONCRETETHRUST
BLOCK
RETAINING GLAND
CONCRETETHRUSTBLOCK
FIREHYDRANT
6" DIP 6" MJ GATEVALVE &DTEXT BOX
CRUSHEDSTONEFILL
NOTES:1. USE RESTRAINED JOINT DUCTILE IRON PIPE OR MECHANICAL JOINT DUCTILE IRON PIPE
WITH RESTRAINING GLANDS TO SECURE ALL FITTINGS.2. FIRE HYDRANTS SHALL BE EITHER:
A AMERICAN DARLING B-84-BB MEULLER CENTURIONC US PIPE METROPOLITAN 250
LPIPE & TRENCH
c
"D" + 12" (TYP)
36" M
INIM
UM O
R AS
SHO
WN
ON P
LANS
6"
TRAFFIC AREASNON-TRAFFIC AREAS
NOMINAL PIPE DIA
"D"EXCAVATED MATERIAL
COMPACTED IN 8"LIFTS TO 95% MAX
DENSITY (ASTM D698)
No. 57 AGGREGATE BACKFILLTO 6" ABOVE TOP OF PIPE
6" No. 57 AGGREGATE BEDDING
No. 57 AGGREGATE TOPAVEMENT SUBGRADE
6" RESERVED TOPSOILSEED AND MULCH
TRAVEL SURFACE
SAWCUT PAVEMENT FULLDEPTH EACH SIDE
REPLACE PAVEMENT PER
NOTE:ALL DIP AND FITTINGS (EXCEPT DRAINS) SHALL BE RESTRAINED JOINTOR MECHANICAL JOINT WITH RESTRAINING GLANDS.
XC-4
C-2B
C-2C
NOTE:EXISTING PIPING IS SHOWN FROM RECORD DRAWINGS AND HAS NOT BEENFIELD LOCATED. SOME SMALLER PIPING IS NOT SHOWN, AND NOUNDERGROUND ELECTRICAL IS SHOWN. RECORD DRAWINGS ARE AVAILABLEFOR REVIEW AT THE ENGINEER'S OFFICE AND AT THE WATER PLANT DURINGNORMAL BUSINESS HOURS. CONTRACTOR SHALL WORK AROUND EXISTINGPIPELINES, CONDUITS, STRUCTURES, ETC. TO INSTALL THE PROPOSEDIMPROVEMENTS. WHERE ADDITIONAL FITTINGS, MATERIALS, ETC. AREREQUIRED DUE TO THE EXISTING UNDERGROUND ITEMS NOT BEING SHOWNCORRECTLY ON THE DRAWINGS, OR WHERE A RELOCATION OF ANY EXISTINGLINES, CONDUITS, ETC. ARE REQUIRED BY THEIR NOT BEING SHOWN, ORSHOWN CORRECTLY, AND WHERE THE RELOCATION IS NOT CALLED FOR ONTHE DRAWINGS, CONTACT THE ENGINEER AND MAKE ARRANGEMENTS FOR ACOMPENSATING CHANGE ORDER PRIOR TO UNDERTAKING THE WORK.
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Michael W.S
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PLAN
NOR
TH
CC-2SEE (TYP)
BC-2SEE
ON O
RIGI
NAL D
RAW
ING
C-3DRAWING NO.
FIRM
: McG
hee
DES
BY: M
WM
DWN
BY: M
WM
PRIN
TED:
PROJ
ECT
DATE
: Mar
ch 20
16SC
ALE:
3/16
"=1'-
0"
CHK
BY: C
WW
APP
BY:
LENG
TH O
F BA
R IS
1"
En
gin
ee
rin
g
202 E
wing
Stre
et
(270
) 483
-998
5Gu
thrie,
KY
4223
4
Mc
Gh
ee
www.m
cgheee
nginee
ring.co
m
October 31, 2016
Site
G
ra
din
g P
la
n
Co
ntra
ct N
o. 2
- G
uth
rie
W
TP
Im
pro
ve
me
nts
Logan Todd Regional W
ater Com
mission
Guthrie, Kentucky
SPRIN
GFIELD
, TN
W
ATER SU
PPLY PRO
JECT
EXISTING CLEARWELL No. 1
HIGH SERVICEPUMP STATION
INLETPUMP
STATION
R. J. CORMAN RAILROAD
RAWWATER
STORAGELAGOON
CHAIN LINK FENCE
C-3APROPOSED SITE PLAN
575
580
PROPOSEDROADWAY
PROPOSEDROADWAY
1 1/2" BIT. SURFACE COURSE2 1/2" BIT. BINDER COURSE
6" COMPACTED DGA
9" #3 STONE BASE COURSE
SUBGRADE COMPACTED TO 98% MAX DENSITY
2% SLOPE
2% SLOPE
2% SLOPE
C-3BASPHALT PAVEMENT DETAIL
EXISTINGHIGH SERVICEPUMP STATION
PROPOSED EXISTINGROADWAY
TO BEREMOVED
PROPOSED6' SIDEWALK
PROPOSEDBOLLARD
C-3CPIPE BOLLARD DETAIL
COMPACTED EARTH SUBGRADE
6X6 10/10 WWF
4" CONCRETE4"
C-3DCONCRETE SIDEWALK PLAN
C-3ECONCRETE SIDEWALK SECTION
15'
30'R
EXTEND SIDEWALKTO DOOR20
'
4'
4'-0"
3'-0"
1'-0""
6" SCH 40 STEEL PIPE BOLLARDFILL WITH CONCRETE AND INSTALLYELLOW POLYETHYLENE COVER
CONCRETE
EXPANSION JOINTAT 24' MAX
BROOM FINISHPERPENDICULARTO TRAFFIC
4" SMOOTHTOOLED BAND
CONTROL JOINT ATSPACING TO MATCHSIDEWALK WIDTH -NOT TO EXCEED 72"
4'-0"
(TYP
)OR
AS
INDI
CATE
D ON
PLA
N
12" EXPANSION JOINT MATERIAL
WITH ELASTOMERIC SEALER12" x 12" SMOOTH DOWELSAT 12" WITH EXP CAPGREASE CAP END
SAWCUT OR TOOLED CONTROLJOINT 34" DEEP
GENERATOR
FOUNDATION LENGTH AND WIDTH AS REQUIRED BY GENERATOR MANUFACTURER 5'-0"
8"
2'-8"
1'-0"
6"
ELEV 581.50
SLOPE AT 1%
#5@12"E.W.
ANCHOR BOLTS AS RECOMMENDEDBY GENERATOR MANUFACTURER
3-#5 (TOP & BOTTOM)
#3 STIRRUPS @ 12"
EXP JT MATERIAL
6" MIN No. 57
C-3FGENERATOR FOUNDATION
NEW SIDEWALK
TRANSFORMERS
PROPOSEDGENERATOR
BOLLARD
BOLLARD
EXISTINGSIDEWALK
SAWCUT EXISTINGPAVEMENT
SAWCUT EXISTINGPAVEMENT
REMOVE EXISTING LIGHT POLE, BASE ANDWIRING - NOT TO BE REPLACED - PROVIDEPOLE AND FIXTURE TO OWNER
PROPOSED 581 COUTOUR PROPOSED 580 CONTOUR
PLAN
NOR
TH
REMOVE EXISTINGGENERATOR AND STOREON SITE FOR REUSE INCONTRACT No. 4 BY OTHERSDEMOLISH EXISTING FOUNDATION,SIDEWALKS, AND REMOVE WIRING
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
17
19
25
16 18
20
21
22
23
24
26
27
28
29
30
31
32
ON O
RIGI
NAL D
RAW
ING
M-1DRAWING NO.
FIRM
: McG
hee
DES
BY: M
WM
DWN
BY: M
WM
PRIN
TED:
PROJ
ECT
DATE
: Mar
ch 20
16SC
ALE:
3/16
"=1'-
0"
CHK
BY: C
WW
APP
BY:
LENG
TH O
F BA
R IS
1"
En
gin
ee
rin
g
202 E
wing
Stre
et
(270
) 483
-998
5Gu
thrie,
KY
4223
4
Mc
Gh
ee
www.m
cgheee
nginee
ring.co
m
Oct 31, 2016
Building M
echanical P
lan
Contract N
o. 2 - G
uthrie W
TP
Im
provem
ents
Logan Todd Regional W
ater Com
mission
Guthrie, Kentucky
SPRIN
GFIELD
, TN
W
ATER SU
PPLY PRO
JECT
ELECTRICALROOM
EXISTING HIGH SERVICEPUMP STATION
M-1AHIGH SERVICE PUMP STATION FLOOR PLAN
2'-8" 3'-0" 6'-0" 2'-0" 6'-8" 5'-8"3'-0"
1'-10
"1'-
2"8'-
8"8'-
8"8'-
8"8'-
8"12
'-0"
8"1'-
0"
1'-0"
54'-4
"1'-
0"56
'-4"
2'-6" 2'-6"
6"
3'-0"
40'-8
"10
'-8"
15'-6" 16'-6"
32'-0"
15'-6" 16'-6"
2'-0"
1'-0"
1'-0"
3- 1" TAPSSEE I
M-3
DUAL 8" SURGERELIEF VALVES
SPARE SUCTION BARRELFOR FUTURE PUMP
1 34" ALUMINUMI-BAR GRATING
8" DIP SURGE RELIEF
24" STEEL SUCTIONHEADER
24" STEELDISCHARGE
HEADER
14" B
UTTE
RFLY
VAL
VE
14" D
ISMA
NTLIN
G JO
INT
VERT
ICAL
TUR
BINE
PUM
P
10"x
12" I
NCRE
ASIN
G CU
SHIO
NED
SWIN
G CH
ECK
VALV
E
12" D
ISMA
NTLIN
G JO
INT
PRES
SURE
GAG
E AS
SEMB
LY
2" A
IR R
ELEA
SE V
ALVE
12" B
UTTE
RFLY
VAL
VE
12" 9
0 BE
ND
14" F
LANG
ED D
IP
12" F
LANG
ED D
IP
24" MAGNETICFLOW METER
1'-0"
2'-6"
24" DIP (FExPE) 24" DIP (FExPE)
PRECAST CONCRETE WALL PANELSTO MATCH EXISTING BUILDING (TYP)
DOUBLE 3-0x7-0 DOOR
DOUBLE 3-0x7-0 DOOR
EXISTING BUILDING
SPRINGFIELDPUMP No. 1
SPRINGFIELDPUMP No. 2
SPRINGFIELDPUMP No. 3
SPRINGFIELDPUMP No. 4(FUTURE)
3 - 1" TAPSSEE I
M-3
72'-5"
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Michael W.S
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1001
D1001
D1002
SEE
I M-3
SEE CM-3
BM-3
AM-3
L ELEV 579.00c
24" DIP INLET (FExPE)
4" SCH 40 PVC CONDUITFOR FUTURE CHEM FEED
6"
CAP ENDS
L ELEV 576.50c
2" SCH 40 PVC SUMPPUMP DISCHARGE
L ELEV 579.00c
1'-6"
24" DIP OUTLET (FExPE)L ELEV 576.50c
1'-6"
4" DIP ROOF DRAINL ELEV 579.50c
4" DIP ROOF DRAINL ELEV 579.50c
L ELEV 579.00c
4" SCH 40 PVC CONDUITFOR FUTURE CHEM FEED
8" DIP SURGE RELIEF (FExFE)
4" DIP DRAIN (SLOPED)
L ELEV 576.50c
IE 574.59IE 574.50
DRAIN SUMPBOTTOM ELEV 573.50
6"6"
DRAIN TRENCH
DRAINTRENCH
575.00
581.50
575.00
575.00
574.89
574.59
574.89
581.50 581.50
581.50
581.50
581.50
581.50
581.50
581.50
581.50
574.79
574.89
574.91
574.59
574.79
575.00574.79
574.91 575.00
574.91 575.00
ON O
RIGI
NAL D
RAW
ING
M-2DRAWING NO.
FIRM
: McG
hee
DES
BY: M
WM
DWN
BY: M
WM
PRIN
TED:
PROJ
ECT
DATE
: Mar
ch 20
16SC
ALE:
3/16
"=1'-
0"
CHK
BY: C
WW
APP
BY:
LENG
TH O
F BA
R IS
1"
En
gin
ee
rin
g
202 E
wing
Stre
et
(270
) 483
-998
5Gu
thrie,
KY
4223
4
Mc
Gh
ee
www.m
cgheee
nginee
ring.co
m
Oct 31, 2016
Building F
loor and R
oof P
lans
Contract N
o. 2 - G
uthrie W
TP
Im
provem
ents
Logan Todd Regional W
ater Com
mission
Guthrie, Kentucky
SPRIN
GFIELD
, TN
W
ATER SU
PPLY PRO
JECT
PROPOSED BUILDING ADDITIONEXISTING BUILDING
3'-10
"7 S
P @
4'-4
" = 30
'-4"
4 SP
@ 4'
-0" =
16'-0
"4'-
2"
13'-8" 17'-4"
31'-0"
1'-11
"8'-
5"8'-
8"8'-
8"8'-
6"8'-
0"8'-
0"2'-
2"
22K5
do
do
do
do
do
do
do
do
do
do
do
48"x48" ROOF SCUTTLE - SEE
L3x3x14 EACH SIDE
OF SCUTTLE (TYP)
DECK ANGLE - SEE
W10x17 EMBEDDED IN SAWCUTIN EXISTING CONCRETE WALLPANEL - SEE
BOLTS THROUGH W10EACH SIDE - SEE
W10x17 FIELD WELD TO EMBEDDED PLATES IN PRECAST - SEE
TOS W10 ELEV 595.50
TOS W10 595.50
DECK ANGLE - SEE
M-2AFLOOR SLAB AND TRENCH PLAN
M-2BROOF PLAN
8 SP
@ 5'
-1" =
40'-8
"
AWF 8x5x7.02 PPF
do
do
do
do
do
do
TOF ELEV 581.35
ALUMINUM GRATINGSUPPORT ANGLE2 SIDES AS SHOWNSEE D
M-3
ALUMINUM GRATINGSUPPORT ANGLE2 SIDES AS SHOWNSEE D
M-3
DM-3SEE
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Michael W.S
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PROPOSED BUILDING ADDITIONEXISTING BUILDING
FM-4
HM-3
GM-3
FM-3
134" ALUMINUM
I-BAR GRATING (TYP)
BM-3
BM-3
AM-4
CM-4
CM-4
L SCUTTLESc
ON O
RIGI
NAL D
RAW
ING
M-3DRAWING NO.
FIRM
: McG
hee
DES
BY: M
WM
DWN
BY: M
WM
PRIN
TED:
PROJ
ECT
DATE
: Mar
ch 20
16SC
ALE:
3/16
"=1'-
0"
CHK
BY: C
WW
APP
BY:
LENG
TH O
F BA
R IS
1"
En
gin
ee
rin
g
202 E
wing
Stre
et
(270
) 483
-998
5Gu
thrie,
KY
4223
4
Mc
Gh
ee
www.m
cgheee
nginee
ring.co
m
Oct 31, 2016
Mechanical S
ections and D
etails
Contract N
o. 2 - G
uthrie W
TP
Im
provem
ents
Logan Todd Regional W
ater Com
mission
Guthrie, Kentucky
SPRIN
GFIELD
, TN
W
ATER SU
PPLY PRO
JECT
2'-0" 8" 9'-0" 2'-0" 2'-0" 4'-0" 8" 5'-0"
2'-6" 2'-6"
8"
1'-0"
1'-0"
3"9"
2"
6'-6"
1'-3"
3'-0"
1'-0" 6'-
6"1'-
3"
3'-0" 6'-0"
5'-0"
2'-7"
5'-0"
12'-0
"*1'-
3"
1'-0"1'-0"
8" 5'-0"
31'-0"
6'-0"
LPUMPS &
SCUTTLES
c
*THI
S DI
M.EN
SION
SET
BY
LENG
TH O
F TH
E PU
MP S
UCTI
ON B
ARRE
LS
14'-0
"**2'-
0"**
FFE 581.50
TOJ 595.50**
**MATCH EXISTING TOPOF JOIST (TOJ) ELEVATION
24" S
TEEL
SUC
TION
HEA
DER
14" B
UTTE
RFLY
VAL
VE
14" D
ISMA
NTLIN
G JO
INT
10"x
12" I
NCRE
ASIN
G CU
SHIO
NED
SWIN
G CH
ECK
VALV
E
12" D
ISMA
NTLIN
G JO
INT
PRES
SURE
GAU
GE A
SSEM
BLY
AIR
RELE
ASE
VALV
E
12" B
UTTE
RFLY
VAL
VE
24" S
TEEL
DIS
CHAR
GE H
EADE
R
1" GROUT
ALLOW SPACE FOR ONE ADDITIONALPUMP STAGE + 12" MIN
EXISTINGPUMP STATION
SLOPE SLAB TOWARDDRAIN TRENCH - SEE
SLOPE SLAB TOWARDDRAIN TRENCH - SEE A
X-1A
X-1
24" DIA STEEL PUMPSUCTION BARREL
INSULATEDPRECASTWALL PANEL
CLAS
S C
SPLIC
E
KEY
#6@12" EW#6@12" EW
#6@12" EW
DOWELS TOMATCH VERT
BARS (TYP)#5@12" EW (TYP)
6x6-6/6 WWF6"
134" ALUM I-BAR GRATING
#6@12" EW
3'-0"
2'-0"
1'-6"
1'-3"
1'-0" 1'-0" 6"
2'-6"
FFE 581.50
L ELEV 576.50c
1'-6"
WELDED EMBEDMENT RING
134" ALUM I-BAR GRATING
#5@12" EW (TYP)
1'-0"
ADDITIONAL #5 BAR x 72" CENTERED ON PIPE
PENETRATION (6 TOTAL)
24" FExPE DIP
INSULATED PRECASTWALL PANEL
M-3ABUILDING SECTION
M-3FPIPE PENETRATION
4'-4" 1'-8" 8'-8" 2'-6" 2'-6" 5'-8"3'-0"2'-8"
5'-0"
3'-91 4"
8" DIP
8" 90
8" GV
8" PRESSURERELIEF VALVE (2)
8" TEE
24" STEELSUCTIONHEADER
24" STEELDISCHARGEHEADER
24" STEEL SUCTION HEADER
8" TEE
8" GATE VALVE (4 TOTAL)
8" PRESSURE RELIEF VALVE(2 TOTAL)
8" DIP
24" DISCHARGE HEADER
8" SPOOL
GRATING
M-3BSURGE RELIEF ELEVATION
M-3CSURGE RELIEF PLAN
EXISTINGPUMP STATION
134" I-BAR
ALUMINUMGRATING
CONCRETEFLOOR
3x3x14 ALUMINUM ANGLE
34" 304SS EXPANSIONANCHORS @ 48" C/C6" MIN EMBEDMENT
CHAMFER EXPOSEDEDGES 34" TYP
M-3DGRATING SUPPORT
3'-0"
3'-0"
1'-0"
3"
2"1'-0"
10"
6"6"
1'-0"
FINISHED FLOOR ELEVATION 581.50
SOILBACKFILL
6" MIN No. 57
6 MIL POLY VAPOR BARRIER
6x6-6/6 WWF
12" EXPANSION JOINT MATERIAL
INSULATED, PRECAST WALL PANEL
HOLD INSIDE EDGE TRUEFOR WALL PANEL PLACEMENT GROUT AFTER
PANEL PLACEMENT
SHIM AS REQUIRED #6@12" EW
M-3GTYPICAL FOUNDATION DETAIL
TOP OF WALL ELEV 597.50
FF ELEV 551.50
BOTTOM OF FDN ELEV 577.50
METAL COPING TO MATCHEXISTING BUILDING
PRECAST INSULATED PANELSFINISH PATTERN TO MATCHEXISTING BUILDING
DRILL & SET 4-#6x24" - 8"INTO EXISTING FOOTINGWITH EPOXY ADHESIVE
3'-0"x1'-6"x2" CORRUGATEDPAPER VOID FORMCENTERED OVER 24" DIP
24" DIP INLET24" DIP OUTLET
M-3HBUILDING SOUTH ELEVATION
DOWELS TO MATCHSLAB STEEL
2" AIR RELEASEVALVE
2" BALL VALVE
WELDED TAPPINGOUTLET (TYP)
STAINLESS STEEL NIPPLE (TYP)PRESSUREGAUGE
BALL VALVESTAINLESSSTEEL PLUG
STEELOR DIP
12" STAINLESS STEEL DRAIN
M-3ITAP DETAILS
M-3EDRAIN SCHEMATIC
OPEN CONCRETE DRAIN TRENCHSLOPED TOWARD DRAIN PIPE
4"
OPEN CONCRETE DRAIN TRENCHSLOPED TOWARD DRAIN SUMP
DRAIN SUMPAND PUMP
CONNECT TO EXISTINGDRAINAGE FORCE MAIN
4"
2"
TAP
PRES
SURE
GAU
GE
AIR
RELE
ASE
VALV
E
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CONCRETEFLOOR 13
4" I-BARALUMINUMGRATING
ALUMINUM WIDEFLANGE BEAM34" 304SS EXPANSIONANCHORS @ 48" C/C6" MIN EMBEDMENT
34" 304SS BOLTS
1316"x11
2" SLOTTEDHOLES IN WEB
3x3x14 ALUMINUM
CLIP ANGLES (2)
#5@12" EW (TYP)
PIPE SUPT.
ON O
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M-4DRAWING NO.
FIRM
: McG
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DES
BY: M
WM
DWN
BY: M
WM
PRIN
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PROJ
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DATE
: Mar
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16SC
ALE:
3/16
"=1'-
0"
CHK
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Stre
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5Gu
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4223
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www.m
cgheee
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Oct 31, 2016
Building D
etails
Contract N
o. 2 - G
uthrie W
TP
Im
provem
ents
Logan Todd Regional W
ater Com
mission
Guthrie, Kentucky
SPRIN
GFIELD
, TN
W
ATER SU
PPLY PRO
JECT
EDPM MEMBRANE 4" RIGID INSULATION
VAPOR RETARDER
112" METAL DECK
BAR JOIST
FILL CORE ENDS WITHBATT INSULATION (6"±)
2-2x12 BLOCKING
SHEET METAL CAP
W10 316
316
EMBEDED 14" PLATE8"x14"x1
4"(3 PER PANEL)
PRECAST INSULATED WALLPANEL TO MATCH EXISTING
EDPM MEMBRANE 4" RIGID INSULATION
VAPOR RETARDER
112" METAL DECK FILL CORE ENDS WITH
BATT INSULATION (6"±)
2-2x12 BLOCKING
SHEET METAL CAP
316
EMBEDED 14" PLATE6"x7"x1
4"(3 PER PANEL)
PRECAST INSULATED WALLPANEL TO MATCH EXISTING
BAR JOIST
EDPM MEMBRANE 4" RIGID INSULATION
VAPOR RETARDER
112" METAL DECK
34" A325 THREADED ROD IN 1"D HOLE DRILLEDTHROUGH EXISTING WALL & W10s
SAWCUT 1" DEEP TO EMBED W10 FLANGESIN EXISTING WALL PANEL - FILL ANY GAPSUNDER BOTTOM FLANGE WITH EPOXY GROUT
BAR JOIST
REMOVE & REPLACE SHEET METAL CAP
5"
W10
EXISTING PRECAST WALL PANEL(EAST WALL OF EXISTING BUILDING)
EXISTING ROOF
CORE FILLEDWITH CONCRETE
IN PLANTBEFORE SAWING
METAL FLASHING WITH DRIP EDGE
CONCRETESCREW
14" SHIM SPACE
8 34" ALUMINUMDOOR FRAME
CAULK
INSULATED PRECASTWALL PANEL
INTERIOR
EXTERIOR
CORE FILLEDWITH CONCRETE
IN PLANTBEFORE SAWING
CONCRETESCREW
14" SHIM SPACE
THRESHOLD
CAULK
INSULATED PRECASTWALL PANEL
INTERIOR
EXTERIOR
M-4AJOIST BEARING AND ROOF DETAIL
M-4BDECK BEARING
M-4CJOIST BEARING AT EXISTING WALL
M-4DDOOR HEAD DETAIL
M-4EDOOR HEAD DETAIL
LATCH WITH INSIDE &OUTSIDE HANDLES, ANDHASP FOR PADLOCK
HOLD OPENARM & RELEASE
SAFETYCHAIN
GASKETEDCOVER
INSULATION
BAR JOIST
DECK
FLASHING
SCREW TO DECK MEMBRANEROOF
LIFT ASSISTMECHANISM
48" MIN SQUARE CLEAR OPENING, OR AS REQUIRED FOR PUMP CLEARANCE
M-4FROOF SCUTTLE DETAIL
6'-10" 8'-8"
15'-6"
3'-0"
4'-4"
4'-4"
4'-4"
11'-2
"
27'-2
"
ROOF SLOPE (TYP)
48"x48" ROOFSCUTTLE (TYP)
ROOF DRAIN &SCUPPER SEE H
M-4
M-4GROOF PLAN
EXISTINGBUILDING
ROOF DRAIN &SCUPPER SEE H
M-4CAST IRON
ROOF DRAIN
EDPM FLASHING
EDPMROOFING
INSULATION
DECK
ELASTOMERIC EXPANSION COUPLINGWITH STAINLESS STEEL BANDS
4" SCH 80 PVC ROOF DRAIN
TRANSITION TO DIP 12" ABOVE FLOOR ANDCONNECT THROUGH FLOOR AND FOUNDATION
WALL TO UNDERGROUND DRAINAGE SYSTEM
16"WIDEx8" HIGHROOF SCUPPERFABRICATED FROM14" STEEL PLATE
BACKER ROD ANDSEALANT ALL AROUNDSCUPPER OPENING
FILL EXPOSED VOIDSWITH GROUT
34" TREATED PLYWOOD
PRECASTWALLPANEL
2"
FLASH & SEALAROUND
SCUPPER
SUPPORT FROM WALL
M-4HROOF DRAIN & SCUPPER
McGhee14440
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ON O
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M-5DRAWING NO.
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: McG
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BY: M
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BY: M
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PRIN
TED:
PROJ
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DATE
: Mar
ch 20
16SC
ALE:
3/16
"=1'-
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CHK
BY: C
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LENG
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Stre
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(270
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5Gu
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4223
4
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www.m
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Oct 31, 2016
Details, N
otes and D
esign C
riteria
Contract N
o. 2 - G
uthrie W
TP
Im
provem
ents
Logan Todd Regional W
ater Com
mission
Guthrie, Kentucky
SPRIN
GFIELD
, TN
W
ATER SU
PPLY PRO
JECT
SOIL BACKFILL
6" MIN No. 57 AGGREGATEUNDER ALL FOUNDATIONS
No. 57 AGGREGATE BACKFILLUNDER ALL CONCRETEEXCEPT AS NOTED
SLOPE TO DRAIN AWAYFROM BUILDING - SEE
KY DOH FLOWABLE FILL UP TOBOTTOM OF EXISTING FOUNDATION
DO NOT UNDERMINEEXISTING FOUNDATION
BRACE EXCAVATION WALLS ASREQUIRED TO AVOID COLLAPSE
COMPLY WITH ALL OSHA TRENCHSAFETY REGULATIONS
SUBGRADE TO BE INSPECTED ANDAPPROVED BY GEOTECHNICAL ENGINEERPRIOR TO PLACEMENT OF AGGREGATE BASE
EXISTINGBUILDING
WALL
M-5AFOUNDATION BACKFILL
PRECAST WALLPANEL
AX-1
M-5BBUILDING ELEVATIONS
PRECAST PANEL FINISH TO MATCHEXACTLY WITH EXISTING PANELS
EXISTINGPROPOSED
TOP OF WALL ELEV 597.50
FINISHED FLOOR ELEV 581.50
WALL LUMINAIRESSEE ELECTRICAL DRAWINGS
ROOF DRAINSCUPPERS
EAST ELEVATION SOUTH ELEVATION NORTH ELEVATION
McGhee14440
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Michael W.S
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Oct 31, 2016
McGhee14440
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Logan Todd Regional W
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Guthrie, Kentucky
SPRIN
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Logan Todd Regional W
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SPRIN
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Logan Todd Regional W
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Guthrie, Kentucky
SPRIN
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, TN
W
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A S S O C I A T E S
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Contract N
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Im
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Logan Todd Regional W
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Guthrie, Kentucky
SPRIN
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, TN
W
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A S S O C I A T E S
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Contract N
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Im
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ON
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Logan Todd Regional W
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Guthrie, Kentucky
SPRIN
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, TN
W
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A S S O C I A T E S
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H-2
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Contract N
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TP
Im
provem
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ROOFTOP UNIT SCHEDULE
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Logan Todd Regional W
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Guthrie, Kentucky
SPRIN
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, TN
W
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A S S O C I A T E S
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Contract N
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Im
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ON
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Logan Todd Regional W
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Guthrie, Kentucky
SPRIN
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, TN
W
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A S S O C I A T E S
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Im
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6"
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Logan Todd Regional W
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Guthrie, Kentucky
SPRIN
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, TN
W
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A S S O C I A T E S
®
E-3
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Contract N
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TP
Im
provem
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E-4
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Logan Todd Regional W
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Guthrie, Kentucky
SPRIN
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, TN
W
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A S S O C I A T E S
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Contract N
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Im
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E: 1
"=
10
"
CH
K B
Y:
AP
P B
Y:
LE
NG
TH
O
F B
AR
IS
1
"
En
gin
ee
rin
g
20
2 E
win
g S
tre
et
(2
70
) 4
83
-9
98
5
Gu
th
rie
, K
Y 4
22
34
Mc
Gh
ee
ww
w.m
cgheeengineering.com
Logan Todd Regional W
ater Com
mission
Guthrie, Kentucky
SPRIN
GFIELD
, TN
W
ATER SU
PPLY PRO
JECT
A S S O C I A T E S
®
ON
E-LIN
E D
IA
GR
AM
Contract N
o. 2 - G
uthrie W
TP
Im
provem
ents
E-6
ON
O
RIG
IN
AL
D
RA
WIN
G
DRAWING NO.
FIR
M: S
TR
AN
D A
SS
OC
IA
TE
S
DE
S B
Y:
DW
N B
Y:
PR
IN
TE
D:
PR
OJE
CT
D
AT
E: JA
NU
AR
Y 2
01
8
SC
AL
E: 1
"=
10
"
CH
K B
Y:
AP
P B
Y:
LE
NG
TH
O
F B
AR
IS
1
"
En
gin
ee
rin
g
20
2 E
win
g S
tre
et
(2
70
) 4
83
-9
98
5
Gu
th
rie
, K
Y 4
22
34
Mc
Gh
ee
ww
w.m
cgheeengineering.com
Logan Todd Regional W
ater Com
mission
Guthrie, Kentucky
SPRIN
GFIELD
, TN
W
ATER SU
PPLY PRO
JECT
A S S O C I A T E S
®
MC
C-A
2 S
CH
ED
UL
E, V
FD
S
CH
ED
UL
E, A
ND
M
CC
-A
2 E
LE
VA
TIO
N
Contract N
o. 2 - G
uthrie W
TP
Im
provem
ents