CONSTRUCTION PLANS · mj tee concrete thrust block retaining gland concrete thrust block fire hydrant 6" dip 6" mj gate valve &dtext box crushed stone fill notes: 1.use restrained

Page 1

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

Page 2

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.

McGhee14440

L

I

C

EN

S

E

D

P

R

O

F

E

S

S

I

O

NA L

E

N

G

I

N

E

E

R

Michael W.S

T

A

T

E

O

F K

E

N

T

U

C

K

Y

PLAN

NOR

TH

Page 3

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.

McGhee14440

L

I

C

EN

S

E

D

P

R

O

F

E

S

S

I

O

NA L

E

N

G

I

N

E

E

R

Michael W.S

T

A

T

E

O

F K

E

N

T

U

C

K

Y

PLAN

NOR

TH

CC-2SEE (TYP)

BC-2SEE

Page 4

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

Page 5

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"

McGhee14440

L

I

C

EN

S

E

D

P

R

O

F

E

S

S

I

O

NA L

E

N

G

I

N

E

E

R

Michael W.S

T

A

T

E

O

F K

E

N

T

U

C

K

Y

1001

D1001

D1002

SEE

I M-3

SEE CM-3

BM-3

AM-3

Page 6

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

McGhee14440

L

I

C

EN

S

E

D

P

R

O

F

E

S

S

I

O

NA L

E

N

G

I

N

E

E

R

Michael W.S

T

A

T

E

O

F K

E

N

T

U

C

K

Y

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

Page 7

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

McGhee14440

L

I

C

EN

S

E

D

P

R

O

F

E

S

S

I

O

NA L

E

N

G

I

N

E

E

R

Michael W.S

T

A

T

E

O

F K

E

N

T

U

C

K

Y

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.

Page 8

ON O

RIGI

NAL D

RAW

ING

M-4DRAWING 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 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

L

I

C

EN

S

E

D

P

R

O

F

E

S

S

I

O

NA L

E

N

G

I

N

E

E

R

Michael W.S

T

A

T

E

O

F K

E

N

T

U

C

K

Y

Page 9

ON O

RIGI

NAL D

RAW

ING

M-5DRAWING 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

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

L

I

C

EN

S

E

D

P

R

O

F

E

S

S

I

O

NA L

E

N

G

I

N

E

E

R

Michael W.S

T

A

T

E

O

F K

E

N

T

U

C

K

Y

Oct 31, 2016

McGhee14440

L

I

C

ENS

E

D

P

R

O

F

E

S

S

I

O

NA L

E

N

G

I

N

E

E

R

Michael W.S

T

A

T

E

O

F K

E

N

T

U

C

K

Y

Page 10

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 2018

SC

ALE

: 1"=

10"

CH

K B

Y:

AP

P B

Y:

LE

NG

TH

O

F B

AR

IS

1"

En

gin

ee

rin

g

202 E

wing S

treet

(270) 483-9985

Guthrie, K

Y 42234

Mc

Gh

ee

ww

w.m

cg

he

ee

ng

in

ee

rin

g.co

m

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

®

G-1

ST

AN

DA

RD

S

YM

BO

LS

Co

ntra

ct N

o. 2

- G

uth

rie

W

TP

Im

pro

ve

me

nts

Page 11

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 2018

SC

ALE

: 1"=

10"

CH

K B

Y:

AP

P B

Y:

LE

NG

TH

O

F B

AR

IS

1"

En

gin

ee

rin

g

202 E

wing S

treet

(270) 483-9985

Guthrie, K

Y 42234

Mc

Gh

ee

ww

w.m

cg

he

ee

ng

in

ee

rin

g.co

m

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

®

G-2

AB

BR

EV

IA

TIO

NS

Co

ntra

ct N

o. 2

- G

uth

rie

W

TP

Im

pro

ve

me

nts

Page 12

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

®

D-1

ELE

CT

RIC

AL D

EM

OLIT

IO

N P

LA

N

Contract N

o. 2 - G

uthrie W

TP

Im

provem

ents

Page 13

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

®

H-1

HV

AC

P

LA

N

Contract N

o. 2 - G

uthrie W

TP

Im

provem

ents

Page 14

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

®

H-2

HV

AC

S

CH

ED

ULE

A

ND

D

ET

AILS

Contract N

o. 2 - G

uthrie W

TP

Im

provem

ents

ROOFTOP UNIT SCHEDULE

Page 15

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

®

E-1

ELE

CT

RIC

AL S

IT

E P

LA

N

Contract N

o. 2 - G

uthrie W

TP

Im

provem

ents

Page 16

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

®

E-2

EN

LA

RG

ED

E

LE

CT

RIC

AL S

IT

E P

LA

N

Contract N

o. 2 - G

uthrie W

TP

Im

provem

ents

Page 17

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

®

E-3

ELE

CT

RIC

AL P

LA

N

Contract N

o. 2 - G

uthrie W

TP

Im

provem

ents

Page 18

E-4

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

®

DE

TA

ILS

A

ND

S

CH

ED

ULE

S

Contract N

o. 2 - G

uthrie W

TP

Im

provem

ents

Page 19

E-5

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

®

ON

E-LIN

E D

IA

GR

AM

Contract N

o. 2 - G

uthrie W

TP

Im

provem

ents

Page 20

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