NORTH

HV

26

815.0

9

HV

11

805.56

HV

28

827.16

HV

13

810.23

HV

14

820.9

6

SANILAC COUNTY

SHEET NO.

INDEX OF DRAWINGS

E01

C02

C01

CS

TANK SITE TOPOGRAPHY PLAN

ELECTRICAL LEGEND

TANK SITE / UTILITY PLAN

COVER SHEET

DESCRIPTION

TANK ELECTRICAL PLAN & DETAILSE02

PROPOSED 300,000

GALLON ELEVATED TANK

ST

OU

TE

NB

UR

G S

T.

BU

HL

ST

.

MA

IN

S

TR

EE

T

PIN

E S

TR

EE

T

LINC

OLN

S

T.

CH

UR

CH

S

T.

MA

RC

US

S

TR

EE

T

FO

RE

ST

S

TR

EE

T

DE

CK

ER

VIL

LE

HIG

H S

CH

OO

L

DE

CK

ER

VIL

LE D

PW

VILLAGE OF DECKERVILLE

SANILAC COUNTY, MICHIGAN

JUNE 2018

VICINITY MAP

LOCATION MAP

VIL

LA

GE

O

F D

EC

KE

RV

IL

LE

S

AN

IL

AC

C

OU

NT

Y, M

IC

HIG

AN

NE

W 3

00

,0

00

G

AL

LO

N W

AT

ER

T

OW

ER

W

/ G

RE

EN

IN

FR

AS

TR

UC

TU

RE

B

IO

RE

TE

NT

IO

N P

ON

D

CS

834320

2125 Ridgewood Dr, Suite 101

P: 989.837.3280

F: 989.837.3290

Midland, MI 48642

JUNE 2018

F&V PROJECT NO.

834320_C

S dand

DESIGN. BUILD. OPERATE.

N

300,000 GALLON ELEVATED WATER TANK

WITH GREEN INFRASTRUCTURE

BIORETENTION POND

MEDC GRANT NO. MSC 216036-ICE

Know what's below.before you dig.Call

R

C04 TANK PLAN / ELEVATION / DETAILS

TANK SITE GRADING / SESC PLANC03

C05 BIORETENTION POND DETAILS

C06 TANK DEMOLITION PLAN

EXISTING WATER TANK

NO. 2 TO BE DEMOLISHED

EXISTING WATER TANK

NO. 1 TO BE DEMOLISHED

C07 STANDARD DETAILS

N 89°53'30" E 297.00'

N 1°17'00" E

130.00'

N 89°53'30" E 300.00'

S 1°17'00" W

130.00'

S 89°53'30" W 300.00'

66.25'

63.75'

S 1°17'00" W

596.25'

N 1°17'00" E

2046.33'

B

M

MA

IN

S

TR

EE

T

NOTE: ALL ITEMS LISTED ON THE LEGEND MAY

NOT BE PRESENT ON DRAWING.

EXISTING FEATURES LEGEND

BM EL. 806.39

NORTHEAST CORNER OF OF STEEL PLATE OF WATER TOWER LEG

(NAVD 88)

NORTH

Know what's below.before you dig.Call

R

NOTES

THE LOCATION OF UTILITIES DEPICTED ON THIS DRAWING WERE DETERMINED FROM ON-SITE OBSERVATION AND FROM

AVAILABLE RECORDS. SOME UTILITIES MAY NOT BE SHOWN, BUT ARE PRESENT. UTILITIES MAY NOT BE IN THE EXACT POSITION

SHOWN. BEFORE CONSTRUCTION OR ANY SUBSURFACE WORK CONTACT MISS DIG AND EXERCISE CAUTION.

FLEIS AND VANDENBRINK ENGINEERING, INC. HAS NOT REVIEWED THIS PROJECT FOR ENVIRONMENTAL CONCERNS,

SOIL CONTENT, FLOOD ZONE OR WETLAND CONCERNS EXCEPT AS SHOWN.

BEARINGS ARE BASED ON: A CERTIFIED SURVEY RECORDED IN LIBER 1, PAGES 306 - 307, OF N 01°17'00" E ON THE WEST LINE OF

SECTION 29, T13N - R15E.

THE VERTICAL DATUM USED FOR THIS PROJECT IS: NAVD 88

THE EASEMENT(S) DEPICTED ON THIS SURVEY WERE TAKEN FROM SCHEDULE B, EXCEPTIONS, OF AN ALTA COMMITMENT FOR

TITLE INSURANCE, COMMITMENT NO. 1525972, PREPARED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, EFFECTIVE MARCH

26, 2018 AT 7:59 AM FOR PARCEL 171-029-300-010-00.

ANY ELECTRONIC REPRODUCTION OF THIS SURVEY SHOWING A COPY OF THE SIGNATURE AND IMPRESSION OF A PROFESSIONAL

SURVEYOR'S SEAL IS PROVIDED FOR COURTESY PURPOSES ONLY AND SHALL NOT BE CONSIDERED AS THE ACTUAL SURVEY

DOCUMENT. FLEIS & VANDENBRINK ENGINEERING, INC. IS NOT RESPONSIBLE FOR ANY UNAUTHORIZED USE, MISUSE OR COPY OF

THIS DOCUMENT. THE ORIGINAL OF THIS DOCUMENT SHOWS THE RAISED STAMP AND HAS BEEN SIGNED USING BLUE INK.

834320_C01_Topo

dand

TO

PO

GR

AP

HIC

S

UR

VE

Y

KBC, DPH

C01

WEST 1/4 CORNER

SECTION 29, T13N - R15E

SOUTHWEST CORNER

SECTION 29, T13N - R15E

WEST LINE OF

SECTION 29

PROPOSED WATER

TOWER PARCEL

BOUNDARY (TYP.)

33.75'

SE

E E

XC

EP

TIO

N N

O. 3

EXCEPTION LEGEND

EXCEPTION 3: LIBER 455, PAGE 413 - EXISTING 33.75 FOOT WIDE UNDERGROUND

UTILITY EASEMENT TO THE VILLAGE OF DECKERVILLE.

PROPOSED

WATER TOWER

PARCEL

0.90± NET ACRES

36.6'

33.4'

F&V PROJECT NO.

834320

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

LA

GE

O

F D

EC

KE

RV

IL

LE

SA

NIL

AC

C

OU

NT

Y, M

IC

HIG

AN

30

0,0

00

G

AL

LO

N W

AT

ER

T

OW

ER

P

RO

JE

CT

2125 Ridgewood Dr, Suite 101

P: 989.837.3280

F: 989.837.3290

Midland, MI 48642

DESIGN. BUILD. OPERATE.

1IS

SU

ED

F

OR

B

ID

S06/22/18

DJD

X

X

X X X X

XX

X

XXXXX

0+00 1+00 2+00 2+94

N 1°17'00" E

130.00'

N 89°53'30" E 300.00'

S 1°17'00" W

130.00'

S 89°53'30" W 300.00'

66.25'

63.75'

B

M

1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE.2 - CUSTOM DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-0653 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC4 - STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 0° & 180°. CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.5 - DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY

(1) DUCTILE IRON GRATE DOME 0899CGD

(3,4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:4" - 8" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,

ADS/HANCOR SINGLE WALL), PVC SEWER (EX: SDR 35), PVC DWV(EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC

(2) VARIABLEOVERALLHEIGHT

6" MIN.

6.50"

1.50"(2) VARIABLE

INVERTHEIGHT

NORTH

Know what's below.before you dig.Call

R

PLACE:

OVERFLOW CB

1 EA 4-FT DIA CB

INV 814.08 (10" W)

(SEE DETAIL)

CONSTRUCT HMA

ACCESS DRIVE

APPROX. LIMITS

OF TANK

EXISTING WATER TOWER

TO BE DEMOLISHED

KEEP EXISTING WATER

TOWER IN SERVICE UNTIL NEW

WATER TOWER IS ACCEPTED

AND PLACED INTO SERVICE.

(SEE SHT C06)

EXISTING HMA PARKING AREA

10'X10'X6" CONCRETE PAD

REINFORCED WITH 6/6 W2.9XW2.9 WWF

ELEVATED STORAGE TANK

SITE, BASE ELEV. = 818.25

834320_C02_SP

062418 dand

WA

TE

R T

OW

ER

S

IT

E / U

TIL

IT

Y P

LA

N

GOB/DRS/DJD2

C02

PROPOSED BIORETENTION POND

VARIES

25'

ACCESS DRIVEWAY CROSS SECTION

NO SCALE

MDOT CLASS II GRANULAR MATERIAL, 12"

8" AGGREGATE BASE, 22A

OVERFLOW CATCH BASIN DETAIL

3 - #4 BAR EACH SIDE

EL. 817.58'

TYPE 02 BEEHIVE GRATE

EJIW 1040 FRAME AND

8"

4"

6" REINF CONCRETE FLAT TOP

CONCRETE

6"

3'-6"

PRECAST CONC.

10" STORM SEWER

INV. EL. 814.08'

8"

2"

SLOPE GROUT

TO INVERT

2.0' M

IN

EL. 818.08'

8-MESH STAINLESS STEEL

FLAP GATE

SCREEN WITH HINGED

10" L.R. 90° BEND

10" OVERFLOW

FDTN. EL. 818.25'

3" FLOOR DRAIN

24"Ø

OPENING

4' DIA

CONSTRUCT 360-LF OF 6'

HIGH CHAINLINK FENCE

CONSTRUCT 30'

SWING GATE

74-LF OF 10" PVC @ 10.9%

10" FES #1

INV 806.00

PLACE 170-LF OF C909

12" WATER MAIN

PROVIDE MINIMUM 5.5' OF COVER

BACKFILL WITH 100% MDOT CLII

GRANULAR MATERIAL C.I.P.

REMOVE EXISTING 6" VALVE

& BOX AND HYDRANT ASSEMBLY

PLUG 6X8" TEE WITH 6" BLIND

FLANGE

PLACE:

1 - 6" HYDRANT ASSEMBLY

1 - 6"X12" TEE

24 - LF OF 6" HYDRANT LEAD

LOCATE HYDRANT TO SOUTH

PLACE:

1 - 12" 90° BEND

1 - 12" VALVE & BOX

CUT & PLUG

EX. 8" WM

6" FES #2

INV 806.00

DISCHARGE UNDER-

DRAIN TO PROPOSED

BIORETENTION POND

6'X38'X 12" STONE RIP RAP

SPILLWAY W/ GEOTEXTILE

FABRIC DISCHARGE TO

BIORETENTION POND

165#/SYD HMA 4C

165#/SYD HMA 3C

1

0

'

R

25'

PLACE:

15-LF OF 6" ADS

N12 PERF. PIPE

W/ FILTER SOCK

PLACE:

8" DIA. INLET #1

RIM = 807.58

INV 804.50 (6" S)

INV 804.50 (6" NE)

PLACE:

1 - 8"X8" S.S. TAPPING SLEEVE.

1 - 8" VALVE & BOX

1 - 8"X12" REDUCER

25

'

30.8'

7

4

.

6

'

NOTE:

CONTRACTOR TO VERIFY EXACT

LOCATION AND DEPTH OF EXISTING

WATER MAIN AND STORM SEWER

PRIOR TO THE START OF CONSTRUCTION.

4'

12

"

1

:

3

1

:

3

TOE IN GEOTEXTILE

3'-6" CRUSHED LIMESTONE

OVER 402 NONWOVEN

GEOTEXTILE

STONE RIPRAP SPILLWAY DETAIL

NO SCALE

F&V PROJECT NO.

834320

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

LA

GE

O

F D

EC

KE

RV

IL

LE

SA

NIL

AC

C

OU

NT

Y, M

IC

HIG

AN

30

0,0

00

G

AL

LO

N W

AT

ER

T

OW

ER

P

RO

JE

CT

2125 Ridgewood Dr, Suite 101

P: 989.837.3280

F: 989.837.3290

Midland, MI 48642

DESIGN. BUILD. OPERATE.

1IS

SU

ED

F

OR

B

ID

S06/22/18

DJD

36.6'

33.4'

VERIFY EXACT LOCATION OF

EXISTING STORM SEWER PRIOR TO

THE START OF CONSTRUCTION

6" CLEANOUT

INV 804.50 (6"NE)

6" HDPE PERFORATED UNDERDRAIN

(CONNECT TO BIORETENTION POND)

166-LF OF 6"

HDPE UNDERDRAIN

8" INLET DETAIL

NO SCALE

CONNECT NEW PIPE

TO EXISTING M.H

RIM 811.31

INV 803.50 (6"SW)

6

5

-

L

F

O

F

6

"

H

D

P

E

N

1

2

@

1

.

5

%

PROTECT EXISTING

CATCH BASIN

PROVIDE 18" VERT.

SEPARATION

X

X X

XX

XX

0+00 1+00 2+00 2+94

N 1°17'00" E

130.00'

N 89°53'30" E 300.00'

S 1°17'00" W

130.00'

S 89°53'30" W 300.00'

66.25'

63.75'

B

M

N 1°17'00" E

130.00'

N 89°53'30" E 300.00'

S 1°17'00" W

130.00'

S 89°53'30" W 300.00'

66.25'

63.75'

B

M

795

800

805

810

815

820

825

795

800

805

810

815

820

825

0+00 1+00 2+00 2+94

80

7.3

5

80

9.0

0

81

2.9

3

81

5.8

2

81

7.5

3

3

.

3

0

%

7

.

8

6

%

5

.

0

5

%

2

.5

1

%

PV

I S

TA

=

0

+5

0.0

0

PV

I E

LE

V =

8

07

.3

5

PV

I S

TA

=

1

+0

0.0

0

PV

I E

LE

V =

8

09

.0

0

PV

I S

TA

=

1

+6

2.8

9

PV

I E

LE

V =

8

13

.9

4

PV

I S

TA

=

2

+1

7.9

3

PV

I E

LE

V =

8

16

.7

2

PV

I S

TA

=

2

+8

6.0

0

PV

I E

LE

V =

8

18

.4

3

PROP. CENTERLINE ELEV'S. (TYP.)

NORTH

Know what's below.before you dig.Call

R

834320_C03_SG

062518 dand

WA

TE

R T

OW

ER

S

IT

E G

RA

DIN

G P

LA

N

GOB/DRS/DJD2

C03

TB 817.80

TC 818.25

TB 817.30

TB 817.30

TB 816.70

TB 816.90

TB 812.68

TB 808.80

TP 808.00

BP 806.00

MATCH

808.50

MATCH

806.90

PROPOSED

WATER

TANK

PROPOSED

BIORETENTION

POND

(SEE SHT. C05)

TP 808.00

TB 816.07

TB 813.20

SPACING 6-10' MAX.

ROLL JOINT

SILT FENCE

FENCE POSTS DRIVEN

INTO GROUND 1' MIN.

SILT FENCE B

ROLL JOINTS

FABRIC TO BE WRAPPED

AROUND FENCE POST

GEOTEXTILE FILTER

FABRIC FASTENED ON

UPHILL SIDE, TOWARDS

EARTH DISRUPTION

1' MIN.

6"x6" ANCHOR TRENCH

RIDGE OF COMPACTED

EARTH ON UPHILL SIDE

OF FILTER FABRIC

UNDISTURBED

VEGETATION

6" ANCHOR TRENCH

SILT FENCE A

1' M

IN

.

4

3

3

3

3

3

3

3

3

26

26

26

26

26

26

SOIL EROSION & SEDIMENTATION CONTROL

MEASURES

KEY DETAIL

1 TURBIDITY CURTAIN

2 GRUBBING OMITTED

3 PERMANENT /TEMPORARY SEEDING

4 DUST CONTROL

5 SODDING

6 VEGETATED BUFFER STRIPS

7 RIPRAP

8 AGGREGATE COVER

9 BENCHES

10 DIVERSION DIKE

11 INTERCEPTING DITCH

12 INTERCEPTING DITCH AND DIVERSION DIKE

13 GRAVEL FILTER BERM

14 GRAVEL ACCESS APPROACH

15 SLOPE DRAIN SURFACE

16TREES, SHRUBS AND PERENNIALS

17 PIPE DROP

18 DEWATERING WITH FILTER BAG

19 ENERGY DISSIPATORS

20 SEDIMENT TRAP

21 VEGETATIVE BUFFER

22 VEGETATIVE BUFFER AND WATERCOURSE

23 STREAM RELOCATION

24 SAND AND STONE BAGS

25 SAND FENCE AND DUNE STABILIZATION

26 SILT FENCE

27 PLASTIC SHEETS OR GEOTEXTILE COVER

28 MULCHING AND MULCH ANCHORING

29 INLET PROTECTION FABRIC DROP

30 INLET PROTECTION GEOTEXTILE AND STONE

31 INLET PROTECTION SEDIMENT TRAP

32 SLOPE ROUGHENING AND SCARIFICATION

33

MULCH BLANKETS AND HIGH VELOCITY

MULCH BLANKETS

34 COFFERDAM

35 TEMPORARY BYPASS CHANNEL

36 CONSTRUCTION DAM

37 CHECK DAM

LEGEND

TB TOP OF GRAVEL

TB TOP OF BITUMINOUS

TC TOP OF CONCRETE

TP TOP OF RET. POND

BP BOTTOM OF RET. POND

CB RIM CATCH BASIN

TG TOP OF GROUND

TB 818.50

1 O

N 3

SID

E S

LO

PE

TY

P.

1

O

N

3

S

I

D

E

S

L

O

P

E

T

Y

P

.

RIP RAP SPILLWAY

PROVIDE POSITIVE

DRAINAGE TO POND

TP 808.00

TB 809.25

MATCH

F&V PROJECT NO.

834320

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

LA

GE

O

F D

EC

KE

RV

IL

LE

SA

NIL

AC

C

OU

NT

Y, M

IC

HIG

AN

30

0,0

00

G

AL

LO

N W

AT

ER

T

OW

ER

P

RO

JE

CT

2125 Ridgewood Dr, Suite 101

P: 989.837.3280

F: 989.837.3290

Midland, MI 48642

DESIGN. BUILD. OPERATE.

1IS

SU

ED

F

OR

B

ID

S06/22/18

DJD

CB 807.58

CB 805.42

CB 817.58

26

26

(SILT SACK)

INLET PROTECTION FABRIC DROP

USE AT STORM WATER INLETS

29

29

TP 809.00

TG 812.00

TG 812.00

TG 808.30

CB 805.67

TG 806.00

TG 807.00

TG 807.00

TG 807.00

TB 812.93

TB 815.82

TB 815.60

TB 817.53

5' M

IN

C

OV

ER

PROPOSED 12" C909 PVC W.M.

CENTERLINE PROPOSED DRIVEWAY

PROPOSED BIORETENTION POND

CB 811.31

PROPOSED 6" STORM SEWER

18

"

MIN

29

WITH SMOOTH TRANSITION

DOUBLE CURVED KNUCKLE

INSIDE TANK LADDER

TUBE LADDER

INSIDE ACCESS

TO

P C

AP

AC

IT

Y LIN

E =

135.75'

TOP CAPACITY - ELEV. 954.00

HE

AD

R

AN

GE

=

32.5' ±1'

TOP PLATFORM WITH

30" DIA. MANHOLE

EXPANSION JOINT

TANK MANWAY

RELIEF VENT

PRESSURE-VACUUM

24" DIAMETER RAINPROOF

PAINTERS ACCESS

SAFETY RAILING

(TYP.)

INTERIOR INSULATION

10'

W/ SAFETY CLIMB

W/ SAFETY CLIMB

ROOF HATCH

30" DIA. RAINPROOF

36"X 80" DOOR

NO SCALE

RESTRAINED M.J. BASE

RINGWALL

OPENING

APPROX. 2'

ABOVE GRADE

SLAB ON

GRADE

8"

5.5' M

IN

.

CO

VE

R

BOTTOM CAPACITY LINE

RISER PIPE (INSULATED)

BELL LADDER W/

SAFETY CLIMB

TANK OVERFLOW

WITH SCREEN AT OUTLET

SHAFT LADDER WITH

SAFETY CLIMB

PAINTERS RAIL

WITH SMOOTH TRANSITION

DOUBLE CURVED KNUCKLE

24" DIAMETER

VENT. HATCH

TOP OF FOUNDATION- ELEV. 818.25

4" C

ON

C. S

LA

B O

N G

RA

DE

48" ACCESS

TUBE

OVERFLOW BASIN

7' MINIMUM LENGTH

4"

2'-0"

RISER

EXPANSION JOINT

12" WM

FOUNDATION

MECHANICAL RESTRAINED JOINTS

CONC.

WALL

FINISHED GRADE

SEALANT

1/2" THK.

TAP FOR FUTURE USE

FILL ANNULAR SPACE

W/ RIGID INSULATION

5.5' C

OV

ER

M

IN

.

4" THICK NON-REINFORCED

EXPANSION JOINT (TYP)

#5 BARS @ 15" E.W.

3" CL.

2'-2"

8'-0" SQUARE

2'-3"

1'-0"

1/2" EXPANSION JOINT

NO SCALE

NO SCALE

ELEV. 921.5±

W/ DOOR CLOSER

OVERFLOW

955.00

2" CLEAR (TYP.)

8 - #5 DOWELS

#3 TIES @ 8"

12" FLANGED ELBOW

W/ BASE

REINF. CONCRETE BLOCK

32"

12"

BEND ON CONC. FND.

INSULATED CONDENSATE CEILING w/ DRAIN

AND 30" DIA. MANHOLE. (DRAIN IS CONNECTED

TO OVERFLOW AND INCLUDES CHECK VALVE IN

DRAIN LINE.)

MUD VALVE CONNECTED

TO OVERFLOW

SEE DETAIL

TAP FOR SAMPLE & PRESSURE GUAGE

NOTE: LOCATE TAPS TO SUIT OWNER

NORTH

26" SQ. CONC. W/ 8 - #5 DOWELS

AND #3 TIES @ 8" O.C.

3" CLEAR

34" SQ. CONC. FOOTING

W/ #5 @ 12" E.W.

AS REQUIRED

12"

12" GATE VALVE

D.I. PIPE THIS SECTION

SQ.

4'-6" A

.F

.F

.

SEE DETAIL

BAR OVER END.

SILT STOP w/ 1/2"

A-36 STEEL SAFETY

PROVIDE 1.5" GALVANIZED DRY RISER

PIPE. 1.5" GATE VALVE w/ 1.5" FIRE

HOSE CONNECTION EACH END.

CONC. FLOOR (TYP) PLACED

ROOF HATCH

30" DIA. RAINPROOF

ON 8" SAND SUBBASE

NO SCALE

PAINTERS RAIL

DECKERVILLE

RIS

ER

M

AT

ER

IA

L

AS

S

PE

CIF

IE

D

SPHEROID TANK BASE

PIPING AND FLOOR SECTION

SPHEROID ELEVATED

TANK 300,000 GALLONS

PAINT DETAIL

NOTE:

A DRAWING SHALL BE SUBMITTED

TO THE ENGINEER SHOWING PROP.

PIPING LAYOUT AND LOCATION

(TYP.)

3/4" BALL VALVE

3/4" HOSE BIB

1/4" SAMPLE

3/4"

3/4"

INSULATED TANK RISER PIPE

(EXTEND TO 2' AFF)

1/4" EMERGENCY CHLORINE

INJECTION POINT

4" LIQUID FILLED PRESSURE

GUAGE (0-100 PSI)

1/2" BALL VALVE

NO SCALE

SAMPLE TAP DETAIL

834320_C04_TANK_PLAN

062218 dand

TA

NK

P

LA

N / E

LE

VA

TIO

N / D

ET

AIL

S

GOB/DRS/DJD2

C04

Know what's below.before you dig.Call

R

DROP ROD & LATCH

30'-0" WIDE GATE OPENING

18"

NO SCALE

SWING GATE DETAIL

FINISHED GRADE

2 1/2" Ø GATE POST

(BOTH SIDES)

18"

2 1/2" Ø POSTS (END, CORNER, INTERMEDIATE, BRACE)

3' M

IN

. (T

YP

)

STRETCHER BAR

SPACING (TYP.)

BANDS @ 12" MAX.

STRETCHER BAR

18"

10'- 0"10'-0" MAX.

TRUSS ROD

BRACE RAIL

FINISHED GRADE

2" MAX.

RAIL AS SPECIFIED

TENSION WIRE OR

12"9"

CONC.

6'-0

"

NO SCALE

(INTERMEDIATE)

FENCE CORNER DETAIL

(END, CORNER, OR PULL)

LINE POST

BRACE POST

TERMINAL POST

F&V PROJECT NO.

834320

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

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2125 Ridgewood Dr, Suite 101

P: 989.837.3280

F: 989.837.3290

Midland, MI 48642

DESIGN. BUILD. OPERATE.

1IS

SU

ED

F

OR

B

ID

S06/22/18

DJD

DECKERVILLE

NOTE: TANK LOGO TO BE LOCATED ON WEST SIDE OF TANK.

LOGO DETAIL

NO SCALE

5' M

IN

.

STEEL PEDESTAL

FIRE EXTINGUISHER

LADDER ACCESS TO TANK

CONC. THRUST SLAB

36"X80" DOOR

10'X10'X6" REINFORCED

CONCRETE PAD

OVERFLOW

MATCH HMA DRIVEWAY

STORM SEWER

TANK OVERFLOW

6'X6' OVERFLOW BASIN

3" DRAIN & PIPE CONNECT

TO CATCH BASIN

REINFORCED CONCRETE THRUST

BLOCK AT 12" BASE ELBOW.

834320_C05_BIO_DS

062218 dand

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DJD2/DRS/GOB

C05

GENERAL NOTES

UNDERGROUND UTILITIES / MISS DIG

FOR PROTECTION OF UNDERGROUND UTILITIES AN IN CONFORMANCE WITH PUBLIC ACT 174, 2013, THE

CONTRACTOR SHALL DIAL 1-800-482-7171 OR A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING

SATURDAYS, SUNDAYS, AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE

PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY

NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY

OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM.

THE EXISTING UTILITIES ON THESE DRAWINGS HAVE BEEN SHOWN ACCORDING TO THE BEST

AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES PRIOR TO BEGINNING

CONSTRUCTION AND SHALL NOTIFY THE ENGINEER AS TO WHERE POSSIBLE CONFLICTS EXISTS.

EXISTING SEWERS

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO PROPERLY IDENTIFIED EXISTING SEWERS

DURING THE CONSTRUCTION OF THE PROJECT.

SOIL EROSION MEASURES

APPROPRIATE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO

EARTH - DISTURBING ACTIVITIES. PLACE LAWN RESTORATION ITEMS AS SOON AS POSSIBLE ON

POTENTIAL ERODABLE SLOPES AS DIRECTED BY THE ENGINEER. CRITICAL DITCH GRADES SHALL BE

PROTECTED WITH EITHER SOD OR SEED / MULCH BLANKET AS DIRECTED BY THE ENGINEER.

SOIL EROSION AND SEDIMENTATION CONTROL MEASURES

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT SOIL EROSION AND SEDIMENTATION

CONTROL MEASURES ARE IN PLACE AND MAINTAINED UNTIL THE CONTRACT HAS BEEN COMPLETED

AND ACCEPTED. MEASURES SHALL ONLY BE PAID FOR ONCE.

RUBBISH DISPOSAL

THE CONTRACTOR SHALL ASSIST THE RESIDENTS IN MAINTAINING RUBBISH DISPOSAL DURING THE

DURATION OF THE PROJECT. WORK REQUIRED MAY INCLUDE TRANSPORTING RUBBISH CONTAINERS

TO A SUITABLE LOCATION FOR PICKUP AND RETURNING THE CONTAINERS TO THE RESIDENTS.

RUBBISH PICKUP IS ON WEDNESDAYS.

MAIL DELIVER

THE CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY "GANG" MAILBOXES PRIOR TO THE START

OF CONSTRUCTION AS NECESSARY TO MAINTAIN MAIL DELIVERY. THE LOCATION AND DURATION OF

USE OF THESE "GANG" MAILBOXES SHALL BE COORDINATED WITH AND APPROVED BY THE U.S. POSTAL

SERVICE AND THE VILLAGE OF VERNON.

STORM SEWER REMOVAL

REMOVAL OF SEWER WITH DIAMETERS LESS THAN 12 INCHES, WITHIN THE EXCAVATION LIMITS OF NEW

SANITARY OR STORM SEWER, IS INCLUDED IN THE UNIT PRICE FOR NEW SEWER AND WILL NOT BE PAID

FOR SEPARATELY.

STORM SEWER CONNECTIONS

PROPOSED STORM SEWERS SHALL BE CONNECTED TO EXISTING STORM SEWERS WITH A FERNCO

COUPLER, OR APPROVED EQUAL, AS DIRECTED BY THE BEGINNER. CONNECTION SHALL BE

ACCOMPLISHED WITH COUPLER OF SIMILAR SIZE IN ACCORDANCE WITH MANUFACTURER

RECOMMENDATIONS. PAYMENT FOR ALL MATERIALS AND LABOR NECESSARY TO ACCOMPLISH THIS

WORK WILL NOT BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED AS PART OF OTHER WORK

ITEMS.

STREET APPROACHES

STREET APPROACHES SHALL BE PAID FOR AS PART OF THE MAINLINE PAVING PAY ITEMS.

STRUCTURE ADJUSTMENTS

ADJUSTMENTS TO STORM AND SANITARY STRUCTURES LOCATED WITHIN PAVEMENT OR CURB AND

GUTTER SHALL BE PAID FOR AS: Dr Structure Cover, Adj, Case 1.

LAWN SPRINKLERS / LANDSCAPING

OWNERS OF EXISTING LAWN SPRINKLER SYSTEMS AND / OR LANDSCAPING SHALL BE NOTIFIED (IN

WRITING WITH A COPY SENT TO THE ENGINEER) BY THE CONTRACTOR TWO WEEKS IN ADVANCE OF

ANY WORK THAT WILL BE DONE THAT WILL AFFECT THOSE SYSTEMS AND / OR LANDSCAPING. IF THE

PROPERTY OWNER FAILS TO RELOCATE THE LAWN SPRINKLER SYSTEM PRIOR TO THE CONTRACTOR

BEGINNING WORK, AND IF THE CONTRACTOR CUTS THE SYSTEM DURING CONSTRUCTION, THE

CONTRACTOR SHALL CAP THE SYSTEM PIPE AND WITNESS THE LOCATION OF THE CAP WITH A WOODEN

STAKE FOR THE PROPERTY OWNERS USE. THE CONTRACTOR SHALL PLACE THE SALVAGED SPRINKLER

HEADS ON THE BACK OF THE RIGHT OF WAY. IF THE PROPERTY OWNER FAILS TO RELOCATE THE

LANDSCAPING PRIOR TO THE CONTRACTOR BEGINNING WORK, THE CONTRACTOR SHALL CAREFULLY

SALVAGE THE LANDSCAPING ITEMS AND STOCKPILE THEM ON THE BACK OF THE RIGHT OF WAY OR AT

A LOCATION DESIGNATED BY THE ENGINEER FOR THE PROPERTY OWNER. ANY OTHER MODIFICATION

TO THE SPRINKLER SYSTEMS AND / OR LANDSCAPING IS THE RESPONSIBILITY OF THE OWNER AND IS

NOT PART OF THIS CONTRACT. THIS WORK WILL NOT BE PAID FOR SEPARATELY.

IN-SITU SOILS

4

:1

M

A

X

S

L

O

P

E4

:1

(H

:V

)

TEMPORARY SEDIMENTATION BASIN

BIORETENTION AREA PLANTING SOIL BED AND STONE SHALL NOT BE PLACED DURING

SITE CONSTRUCTION. EXCAVATED AREA SHALL BE UTILIZED AS A TEMPORARY

SEDIMENT BASIN UNTIL THE CONTRIBUTING AREA IS COMPLETELY STABILIZED. ONCE

THE CONTRIBUTING AREA IS STABILIZED, ALL SEDIMENT SHALL BE REMOVED AND THE

BIORETENTION AREAS SHALL BE EXCAVATED FOR PLACEMENT OF THE STONE,

UNDERDRAIN, SOIL BED, AND PLANTINGS FOR CONVERSION TO A PERMANENT FACILITY.

BIO RETENTION AREA DETAIL

NOT TO SCALE

FLOW

5' MIN.

6%

EXISTIN

G DRIV

E

BIO RETENTION CLEANOUT DETAIL

NOT TO SCALE

EXISTING SURFACE

LOW PERMEABILITY

GEOTEXTILE ON WALLS

OF EXCAVATION

6" PONDING

DEPTH

TOP OF SOIL BED

ELEV. 808.0

3" AGED

HARDWOOD

MULCH

6" PERFORATED

UNDER DRAIN

ELEV. ±806.0

VARIABLE DEPTH WASHED GRAVEL

UNDERDRAIN BEDDING

(ASTM NO. 57 OR EQUIVALENT)

4" WASHED PEA GRAVEL CHOKING STONE

(ASTM NO. 8 OR EQUIVALENT)

4" WASHED SAND BED

24" PLANTING SOIL BED

40% COMPOST

35% SAND

25% TOPSOIL

CAP (TOP SHALL BE 6" ABOVE

MULCH ELEVATION IN

BIORETENTION AREA)

DRAIN PIPE

45° BEND

CAP

WYE

UNDERDRAIN PIPE

1) ALL PERENNIAL AND GRASS PLANTINGS SHALL BE SUPPLIED IN POTTED FORM IN #1

CONTAINERS AND SPACED APPROXIMATELY 1.5' ON CENTER. SEEDING SHALL NOT BE

USED TO ESTABLISH PLANTINGS.

2) SELECTION AND INSTALLATION OF PLANT MATERIAL INCLUDING SITE PREPARATION,

PLANTING, PRUNING, WATERING AND CULTIVATING SHALL BE IN ACCORDANCE WITH

THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS.

3) PLANT LOCATIONS AND QUANTITIES HAVE BEEN FIGURED AS CLOSELY AS

POSSIBLE. HOWEVER, PLANT MATERIALS AND LOCATIONS MAY BE ADJUSTED ON SITE

IF NECESSARY. IT REMAINS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR

TO COMPLETE THE PROJECT AS INDICATED ON THE DRAWING. IT IS THE INTENT OF

THIS PLAN TO UTILIZE ONLY MICHIGAN NATIVE SPECIES. ANY ADJUSTMENTS IN THE

PLANT SPECIES MUST MEET THIS INTENT.

4) PLANTINGS SHALL RECEIVE WATER EVERY OTHER DAY AS A MINIMUM FOR THE

FIRST TWO WEEKS AND THEN RECEIVE A MINIMUM OF 1" OF WATER PER WEEK UNTIL

HEALTHY GROWTH HAS BEEN ESTABLISHED.

5) THE BIORETENTION AREA SHALL BE KEPT FREE OF REFUSE AND DEBRIS AND KEPT

IN A HEALTHY GROWING CONDITION. CHECKING FOR AND CONTROL OF INVASIVE

SPECIES SHALL BE PART OF THE MAINTENANCE PROGRAM.

KEY COMMON NAME BOTANICAL NAME APPROX. QUANT.

BLUE FLAG IRIS Iris virginica 55±

PURPLE CONE FLOWER Echinacea pallida 35±

CUT LEAF CONEFLOWER Rudbeckia laciniata 60±

MARSH BLAZING STAR Liatris spicata 30±

SWITCH GRASS Panicum virgatum 35±

ROD RED TWIG DOGWOOD Cornus sericea 6

PE

RE

NN

IA

LS

A

ND

GR

AS

SE

S

BFI

PCF

CLC

MBS

SWG

BIO RETENTION PLANTING DETAIL

SCALE: 1"=10'

BIO RETENTION PLANTING NOTES

BIO RETENTION AREA PLANTING LEGEND

F&V PROJECT NO.

834320

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

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2125 Ridgewood Dr, Suite 101

P: 989.837.3280

F: 989.837.3290

Midland, MI 48642

DESIGN. BUILD. OPERATE.

1IS

SU

ED

F

OR

B

ID

S06/22/18

DJD

BFI

BFI - BLUE FLAG IRIS

±25

CLC

CLC - CUT LEAF CONEFLOWER

±30

ROD - RED TWIG DOGWOOD

±2

ROD - RED TWIG DOGWOOD

±3

MBS

MBS - MARCH BLAZING STAR

±30

PCF

PCF - PURPLE CONE FLOWER

±35

SWG

SWG - SWITCH GRASS

±35

CLC

CLC - CUT LEAF CONEFLOWER

±30

BFI

BFI - BLUE FLAG IRIS

±30

8" INLET

6" CLEANOUT

(SEE DTL. THIS SHEET)

808

806

EXISTING WATER TOWER

TO BE REMOVED

807

6" CLEANOUT

(SEE DTL. THIS SHEET)

NOTE:

VERIFY LOCATION OF EXISTING

STORM SEWER PRIOR TO THE

START OF CONSTRUCTION

834320_C6_DEMO

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DJD2/DRS/GOB

C06

NORTH

AFTER NEW TANK IS CONSTRUCTED, THE EMERGENCY SERVICES, WIFI ANTENNAS AND EQUIPMENT WILL BE

MOVED TO THE NEW TANK. DEMOLITION OF THE OLD TANK CANNOT OCCUR UNTIL THOSE REINSTALLED

SYSTEMS ARE IN PLACE AND TESTED. CONTRACTOR SHALL COORDINATE THE REMOVAL OF OVERHEAD

ELECTRICAL AND COMMUNICATION SERVICE LINES WITH THE UTILITY COMPANIES.

AT LEAST 1 MONTH BEFORE REMOVAL OF THE TANK, THE CONTRACTOR SHALL SUBMIT A PLAN FOR

ENGINEER AND VILLAGE REVIEW TO CLOSE THE WEST PARKING AREA AND RESTRICT ACCESS TO HOMES

AND BUSINESSES TO PROVIDE ENOUGH ROOM FOR EQUIPMENT USED FOR TANK REMOVAL. TEMPORARY

EVACUATION DATES AND TIMES MUST BE COORDINATED AND ACCEPTABLE TO RESIDENTS AND BUSINESSES.

AT THE END OF EACH WORK DAY, THE PARKING AREA WILL BE REOPENED AND RESIDENTS AND BUSINESSES

BE ALLOWED TO REOCCUPY THEIR BUILDINGS.

DURING TANK REMOVAL, THE CONTRACTOR SHALL PROTECT NEARBY HOMES, BUILDINGS, CARS, TREES, ETC.

FROM CUTTING TORCH SPARKS.

REMOVE TANK IN ITS ENTIRETY. REMOVE FOUNDATIONS AND VALVE VAULT TO 3' BELOW GROUND SURFACE

AND FILL WITH CLASS II SAND. CLOSE WATER MAIN VALVE, REMOVE ITS VALVE BOX AND INSTALL A

PERMANENT CAP ON THE WATER MAIN THAT FED THE OLD TANK. SAVE MANUFACTURERS DATA PLATE OFF

OLD TANK AND DELIVER TO CITY MANAGER.

CONTRACTOR SHALL INSTALL TOPSOIL AND RESTORE GRASS AREAS DISTURBED BY THE WORK AND

PROTECT EXISTING PAVEMENT, SIDEWALK, AND OTHER FEATURES FROM DAMAGE DUE TO CRANE TRACKS,

FALLING OBJECTS, ETC. DAMAGED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION.

CONTRACTOR SHALL SWEEP AND CLEAN ALL SURFACE AREAS DIRTIED BY THE REMOVAL OF THE TANK.

CONTRACTOR SHALL INSTALL HMA AND PLACE TOPSOIL AND RESTORE GRASS AREAS DISTURBED BY THE

WORK AND PROTECT EXISTING PAVEMENT, SIDEWALK, AND OTHER FEATURES FROM DAMAGE DUE TO CRANE

TRACKS, FALLING OBJECTS, ETC. DAMAGED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION.

CONTRACTOR SHALL SWEEP AND CLEAN ALL SURFACE AREAS DIRTIED BY THE REMOVAL OF THE TANK.

1

2

3

4

5

EXISTING 400,000 GALLON

WATER TOWER NO. 1

TO BE DEMOLISHED

WATER TOWER NO. 1 DEMOLITION PLAN

NO SCALE

1

23

3

5

2

4

5

23

23

23

23

F&V PROJECT NO.

834320

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

LA

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2125 Ridgewood Dr, Suite 101

P: 989.837.3280

F: 989.837.3290

Midland, MI 48642

DESIGN. BUILD. OPERATE.

1IS

SU

ED

F

OR

B

ID

S06/22/18

DJD

PIN

E S

TR

EE

T

PARKING LOT

32

NORTH

WATER TOWER NO. 2 DEMOLITION PLAN

NO SCALE

EXISTING 40,000 GALLON

WATER TOWER NO. 2

TO BE DEMOLISHED

1 4

23

23

23

23

23

5

6

NORTH

8" WATER MAIN REMOVAL PLAN

NO SCALE

CUT & PLUG EXISTING 8"

WATER MAIN AT TEE ON

BLACK RIVER STREET

BLACK RIVER STREET

6

6

F&V PROJECT NO.

834320

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

LA

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F D

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NIL

AC

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30

0,0

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2125 Ridgewood Dr, Suite 101

P: 989.837.3280

F: 989.837.3290

Midland, MI 48642

DESIGN. BUILD. OPERATE.

1IS

SU

ED

F

OR

B

ID

S06/22/18

DJD

D

D

GRANULAR BACKFILL

COMPACTED

GRANULAR BACKFILL

COMPACTED

SHAPE FOR BARREL

OF PIPE

12"

12"

4" M

IN

D

12"

3" M

IN

METHOD I METHOD II

EXCAVATION FOR BELLS

DIRECTION OF FLOW

NOTES: 1. METHOD I: IN AREAS OF

UNCONSOLIDATED SOILS (SAND,

GRAVEL, ETC.) 2. METHOD II: IN

AREAS OF CONSOLIDATED SOILS

(CLAY, HARDPAN, ROCK, ETC.) 3.

METHOD III: IN AREAS INDICATED

ON DRAWINGS

APPROVED BACKFILL PLACED AND

COMPACTED A MINIMUM OF 24 HOURS

AFTER PLACING CONCRETE

METHODS OF BEDDING GRAVITY PIPE

3000 PSI

CONCRETE

CRADLE

CEMENT BLOCK OR

BRICK TO PRESERVE

LINE AND GRADE.

METHOD III

D/4

METHODS OF BEDDING PRESSURE PIPE

EXCAVATION FOR BELLS

METHOD I METHOD II

GRANULAR BACKFILL

COMPACTED

GRANULAR BACKFILL

COMPACTED

BELL HOLE EXCAVATIONS

REQUIRED FOR METHODS I & II

SHAPE FOR BARREL

OF PIPE

NOTES:

1. METHOD I: IN AREAS OF UNCONSOLIDATED SOILS

(SAND, GRAVEL, ETC.)

2. METHOD II: IN AREAS OF CONSOLIDATED SOILS

(CLAY, HARDPAN, ROCK, ETC.)

12"

D

D

12"

3" M

IN

VALVE BOX

HYDRANT ASSEMBLY

HYDRANT

DRAIN HOLE.

GATE VALVE

WATER LINE

PLUG UNLESS

OTHERWISE DIRECTED.

VALVE BOX BASE

2'-0" MIN

1'-9" T

O 2'-3"

PE

R O

WN

ER

S

ST

AN

DA

RD

FINISHED

GRADE

2'-6" MIN

5'-0" MAX

VARIABLE

MEGALUG

OR EQUAL

MEGALUG

OR EQUAL

MANHOLE WALL

EXISTING MANHOLE

PIPE CONNECTION

EXISTING

SEWER PIPE

CORE DRILL EX MH WALL.

INSERT KOR-N-SEAL

FLEXIBLE PIPE TO MH

CONNECTOR OR EQUAL.

INTERIOR EXTERIOR

UTILITY

SPRING LINE

FINISHED BACKFILL GRADE

CROWN

INVERT

UTILITY TRENCHING, EXCAVATING

AND BACKFILLING TERMINOLOGY

SP

EC

IA

L P

IP

E

FO

UN

DA

TIO

NB

ED

DIN

G A

RE

A

TR

EN

CH

B

AC

KF

ILL A

RE

A

CO

MP

AC

T T

O 95%

M

AX

. D

EN

SIT

Y

GRANULAR

MATERIAL

BACKFILL

SUITABLE EXCAVATED MATERIAL

OR

GRANULAR MATERIAL BACKFILL

12"

12"

GRANULAR MATERIAL

BACKFILL

TOP OF

BEDDING

BARREL

GRADE

PAYMENT

LINE

PIPE SADDLES

2. PIPE SADDLE IS NOT REQUIRED FOR PLASTIC,

SECTION

ELEVATION

6" MIN.

D

2D

MIN.

D

STEEL, LEAD OR COPPER PIPE 2" OR SMALLER.

NOTES:

S

UNLESS OTHERWISE DIRECTED OR SHOWN ON DRAWINGS

1. PIPE SADDLE REQUIRED WHEN SEPARATION(S) IS 12 INCHES OR LESS

6" MIN. 6" MIN.

3000 PSI CONCRETE

3000 PSI CONCRETE

PIPE UNDER

CONSTRUCTION

EXISTING

UNDERGROUND

UTILITY

UNDISTURBED

GROUND

SPECIAL SUPPORTS FOR

UNDERGROUND UTILITIES

1

1

SIMILAR SUPPORT METHODS APPLY TO

UTILITIES PARALLELING AND ABOVE

THE PIPE UNDER CONSTRUCTION

NOTE: MAINTAIN EXISTING

COATING ON UTILITY

ELEVATION

SECTION

EXISTING UNDERGROUND

UTILITY

COMPACTED

BACKFILL FOR UTILITY

PIPE SUPPORT

BEDDING

PIPE UNDER CONSTRUCTION

UNDISTURBED GROUND

BEDDING

COMPACTED BACKFILL

FOR UTILITY PIPE

SUPPORT

EXISTING

UNDERGROUND

UTILITY

TEMP. WIRE CABLE SUPPORTS AS

NECESSARY (DO NOT REMOVE

UNTIL BACKFILL IS COMPLETED)

I-BEAM, UTILITY POLE, ETC.

2D

834320_C07_DTLS

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DJD2/DRS/GOB

C07

OCCUPANCY SENSOR SWITCH IN FLUSH WALL MOUNTED OUTLET BOX. 7'-6" AFF.

JUNCTION BOX CONCEALED ABOVE ACCESSIBLE CEILING AREA.

FIRE ALARM MANUAL PULL STATION, ON FLUSH WALL MOUNTED OUTLET BOX, 42" AFF.

FIRE ALARM MANUAL PULL STATION, ON FLUSH WALL MOUNTED OUTLET BOX 42" AFF AND

AUDIO-VISUAL ALARM INDICATING DEVICE IN FLUSH WALL MOUNTED OUTLET BOX, 7'-6" AFF,

CENTERED ABOVE THE PULL STATION. PROVIDE CONDUIT AND WIRE BETWEEN OUTLET BOXES.

FIRE ALARM SMOKE DETECTOR, PHOTO ELECTRIC TYPE, ON FLUSH CEILING

SD

JUNCTION BOX, FLUSH WALL MOUNTED.

J

J

DATA PROCESSING OUTLET MOUNTED ON FLUSH OUTLET BOX, 12" AFF.

AMMETER, VOLTMETER, AS REQUIRED (REFER TO SPECIFICATIONS)M

C

INTERCOM STATION OUTLET, FLUSH WALL MOUNTED OUTLET BOX 12" AFF.

SURFACE MULTI-OUTLET RACEWAY WITH RECEPTACLES IN RACEWAY 24" ON CENTER,

ON FLUSH WALL MOUNTED OUTLET BOX, 42" AFF.

INTERCOM STATION DESK MOUNTED.

5

1

2

3 POLE

CIRCUIT BREAKER IN PANEL OR SWITCHBOARD, 30 AMP,

3P

30A

GROUND ROD (SINGLE LINE DIAGRAM)

GROUND ROD (PLAN DRAWING)

SOLENOID VALVE (PLAN DRAWING, P & ID)

SV

TEMPERATURE SWITCH

NORMALLY OPEN

TEMPERATURE SWITCH

NORMALLY CLOSED

(1)

(2)

a,b

(SEE FIXTURE SCHEDULE)

3

AND CIRCUIT "b"

"ab" MEANS 2 SWITCHES FOR CIRCUIT "a"

100

1

"100" INDICATES TOTAL FIXTURE WATTAGE

"1" INDICATES FIXTURE TYPE,

3

"3" INDICATES CIRCUIT #3

INCANDESCENT, OR HID, "3" INDICATED

33

EQUIPMENT AS REQUIRED

SINGLE-PHASE MOTOR

THREE-PHASE MOTOR

THERMOSTAT, WALL MOUNTED, 5'-0" A.F.F.

T

COMBINATION MOTOR STARTER, NEMA SIZE 1

DISCONNECT SWITCH, NON - FUSED

MOTOR STARTER, NEMA SIZE 2

J

JUNCTION BOX CONNECT TO

HORN

BELL

PUSHBUTTON STATION

MANUAL MOTOR STARTING SWITCH, MOUNTED 42" A.F.F.

MS

SINGLE-POLE SWITCH, MOUNTED 42" A.F.F.

S

TELEPHONE OUTLET, WALL MOUNTED 12" A.F.F.

SINGLE 3 PHASE RECEPTACLE, MOUNTED 12" A.F.F.

DUPLEX RECEPTACLE WITH GFI, MOUNTED 42" A.F.F.

QUADRUPLEX RECEPTACLE, MOUNTED 12" A.F.F.

DUPLEX RECEPTACLE, MOUNTED 12" A.F.F.

SINGLE RECEPTACLE, MOUNTED 12" A.F.F.

BARE-LAMP FLUORESCENT STRIP.

X X CEILING OR WALL EXIT LIGHT

SURFACE OR RECESS MOUNTED FLUORESCENT,

OR HID, CEILING OR WALL MOUNTED.

EMERGENCY OR NIGHT LIGHT, INCANDESCENT

CIRCUIT #3.

SURFACE OR PENDANT (CEILING) MOUNTED

SOLENOID VALVE (WIRING DIAGRAM)

CONTROL TRANSFORMER

FUSE

TERMINAL BLOCK

RELAY CONTACT, NORMALLY CLOSED

RELAY CONTACT, NORMALLY OPEN

NORMALLY CLOSED

OFF-DELAY TIMING CONTACT,

NORMALLY OPEN

OFF-DELAY TIMING CONTACT,

NORMALLY CLOSED

ON-DELAY TIMING CONTACT,

NORMALLY OPEN

ON-DELAY TIMING CONTACT,

FLOW SWITCH, NORMALLY CLOSED

FLOW SWITCH, NORMALLY OPEN

PRESSURE SWITCH, NORMALLY CLOSED

PRESSURE SWITCH, NORMALLY OPEN

LIMIT SWITCH, NORMALLY CLOSED

LIMIT SWITCH, NORMALLY OPEN

LEVEL SWITCH, NORMALLY CLOSED

LEVEL SWITCH, NORMALLY OPEN

PUSHBUTTON, NORMALLY CLOSED

PUSHBUTTON, NORMALLY OPEN

PUSH-TO-TEST PILOT LIGHT

3-POSITION SELECTOR SWITCH

R

HAND

OFF

AUTO

x

x

ELECTRICAL CONNECTION

GROUND CONNECTION (SCHEMATIC)

CONTROL TRANSFORMER

MOUNTED OUTLET BOX.

FIELD WIRING

POWER TRANSFORMER

LPA1

HOMERUN INDICATES PANELBOARD "LPA" CIRCUIT NUMBER 1

HASHMARKS INDICATE QUANTITY OF #12 CURRENT CARRYING

CONDUCTORS IN 3/4" C. INCLUDES 1 #12 GND.

F

DISCONNECT SWITCH, "F" - FUSED

BELOW GRADE WIRING

RCT REPEAT CYCLE TIMER

HOA HAND-OFF-AUTO SWITCH

OVERHEAD ELECTRICAL w/ POLES

SA SURGE ARRESTOR

CONTROL CIRCUIT WIRING DIAGRAM SYMBOLS BUILDING / SITE SYMBOLS

LIGHTING SYMBOLS

BUILDING / SITE SYMBOLS

SINGLE LINE DIAGRAM SYMBOLS

FUSIBLE DISCONNECT SWITCH

CIRCUIT BREAKER

P

INGROUND PULL BOX

PANELBOARD, SURFACE MOUNTED

PANELBOARD, FLUSH MOUNTED

MOTOR CONTROL CENTER

POLE MOUNTED SITE LIGHTING

834320_E01_LEGEND

061518 dand

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GOB/DRS/DJD2

E01

F&V PROJECT NO.

834320

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

LA

GE

O

F D

EC

KE

RV

IL

LE

SA

NIL

AC

C

OU

NT

Y, M

IC

HIG

AN

30

0,0

00

G

AL

LO

N W

AT

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T

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ER

P

RO

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CT

2125 Ridgewood Dr, Suite 101

P: 989.837.3280

F: 989.837.3290

Midland, MI 48642

DESIGN. BUILD. OPERATE.

1IS

SU

ED

F

OR

B

ID

S06/22/18

DJD

NTS

PROVIDE ANGLE IRON FRAME FOR SUPPORT OF ELECTRICAL EQUIPMENT.

SECURE TO TANK AND PAINT.

SEE TANK COLUMN LIGHTING SCHEMATIC THIS SHEET.

COORDINATE TANK FOUNDATION AND COLUMN PENETRATIONS WITH TANK

SUPPLIER. SEAL ALL PENETRATIONS WATERTIGHT.

NOT USED

CONTRACTOR TO COORDINATE ELECTRICAL SERVICE INSTALLATION WITH CONSUMERS

ENERGY. FOR ADDITIONAL REQUIREMENTS SEE SPECIFICATIONS SECTION

ELECTRICAL PLAN NOTES

SPHEROID TANK ELECTRICAL PLAN

REFER TO ADDITIONAL REQUIREMENTS IN ALL DIVISION

LANDING TO THE CONDENSATE CEILING

TANK COLUMN LIGHTING SCHEMATIC

LPA-1

TANK COLUMN NEXT TO LADDER 8'-0" ABOVE

CONDENSATE CEILING

TANK COLUMN NEXT TO LADDER ONE HALF

THE DISTANCE FROM THE UPPER LEVEL

IMMEDIATELY BELOW UPPER LEVEL PLATFORM

8' ABOVE UPPER PLATFORM

MIDDLE OF ACCESS TUBE, NEXT TO ACCESS LADDER

TOP OF ACCESS TUBE, NEXT TO ACCESS LADDER

NO SCALE

S

150

C

18" ABOVE UPPER PLATFORM.

MOUNT RECEPTACLE INDOORS

WP

C

C

150

150

C

150

C

150

150

C

1

2

3

4

5

6

NORTH

B

70

3

6

S

C

150

S

2

LPA-3

GFI

100A

100

120/240 VOLTLPA

TANK BASE

-

2.

1.

OR EQUAL BY CROUSE HINDS.

OR EQUAL BY THOMAS GROUP, OR COOPER INDUSTRIES

NOTES

SCHEMATIC, NOTE 2.

TANK COLUMN LIGHTING

MOUNT ON TANK WALL. SEE

MOUNT ABOVE DOOR, NOTE 1.20W LED

20W LED120V

120V

--

WITH GUARD

VAPORTIGHT 150W LED

LED WALL PACK

NOT USED

"C"

"B"

"A"

REMARKSVOLTAGELAMPSMFG. AND CAT. NO.DESCRIPTIONMARK

MECHANICAL/LIGHTING FIXTURE SCHEDULE

NEMA 1

1

4

5000

D

"D"

MOUNT ON TANK WALL WITH OPTIONAL

MOUNTING KIT. PROVIDE OPTIONAL

INTERNAL THERMOSTAT

240VNAQMARK MUH-05-21 WITH THE

FOLLOWING OPTIONS

ELECTRIC FORCED AIR SPACE

HEATER, 5000 WATT

MT-1, MMB-10

1-1/4" C

1-1/4" C

ELECTRIC METER BASE W/SURGE

PROTECTION. CONTRACTOR TO

OBTAIN METER BASE FROM UTILITY

AND INSTALL WHERE SHOWN

STREET

PROVIDE 16" X 16" NEMA

3R HINGED DOOR

ENCLOSURE TO HOUSE

SO CORD.

PROVIDE SMALL KNOCKOUT BOX

WITH CORD GRIP CONNECTOR

TO SPLICE BETWEEN SO CORD

AND THWN CONDUCTORS.

PROVIDE 25' OF 10/3 SO

CORD WITH NEMA L5

-30R, 125V, 30 A

TWISTLOCK PLUG.

TO LPA

GRADE

3#3 &1#8GND,

3#3 &1#8GND, NEMA 3R ENCLOSED SERVICE ENTRANCE RATED

SQUARE D OR CUTLAR HAMMER

2 POLE WITH SOLID NEUTRAL & GROUNDING LUGS

DOUBLE THROW SAFETY SWITCH NEMA 1, 100A

METER /SERVICE MOUNTING DETAIL

3#3 &1#8GND, 1-1/4" C

M

3'-0"

5'-6"

4"

12" DIA.

TYPICAL

1-5/8"GALVANIZED

PEDESTAL

UNI-STRUT

SERVICE ENTRANCE CONDUIT

AND CONDUCTORS BY

6

CONSUMERS ENERGY

26 ELECTRICAL SPECIFICATIONS.

CONCRETE ENCASED

ELECTRODE PER

NEC 250-50

TERON LIGHTING

CA-CALCUTTALED

BX-50K-SF

PHOENIX

VAW17LEDCWFGC

834320_E02_ TANK ELEC

PLAN

062518 dand

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NK

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CT

RIC

AL

P

LA

N &

D

ET

AIL

S

GOB/DRS/DJD2

E02

Know what's below.before you dig.Call

R

F&V PROJECT NO.

834320

DESIGN TEAM:

DRAWING INFORMATION:

CHECK BY:

REVISION:

VIL

LA

GE

O

F D

EC

KE

RV

IL

LE

SA

NIL

AC

C

OU

NT

Y, M

IC

HIG

AN

30

0,0

00

G

AL

LO

N W

AT

ER

T

OW

ER

P

RO

JE

CT

2125 Ridgewood Dr, Suite 101

P: 989.837.3280

F: 989.837.3290

Midland, MI 48642

DESIGN. BUILD. OPERATE.

1IS

SU

ED

F

OR

B

ID

S06/22/18

DJD

TYP. OF 3

GFI

LPA-5

GFI

GFI

GFI

GFI

LPA-5

LPA-5

LPA-5

LPA-5

LPA-5

LPA-4

LPA-1

ELECTRICAL SERVICE

BY CONSUMERS ENERGY

5KW SPACE HEATER

WITH THERMOSTAT

ELEC. METER SOCKET

DOUBLE THROW

SAFETY SWITCH

PORTABLE GENERATOR CONNECTION

CATHODIC PROTECTION PANEL

PANEL BOARD LPA