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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

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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

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0"

CHK

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www.m

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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

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SWIN

G CH

ECK

VALV

E

12" D

ISMA

NTLIN

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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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D1002

SEE

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SEE CM-3

BM-3

AM-3

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RAW

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C-2DRAWING NO.

FIRM

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DES

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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

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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

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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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BC-2SEE

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