mississippi river mississippi river · 1/22/2019 · xref files: c101-0140885.00-galesburg water...

Dallas City

Green Rock

M

is

s

is

s

ip

p

i

R

iv

e

r

LOCATION OF PROPOSED

WELL

EXISTING 36" WATER MAIN

OQUAWKA

GALESBURG

3

3

8

94

Yates City

Woodhull

Williamsfield

Wataga

Viola

Victoria

Stronghurst

Roseville

Sherrard

Seaton

Orion

Rio

Reynolds

Raritan

Prairie City

Oneida

Norwood

North Henderson

Norris

New Boston

Monmouth

Milan

Media

Matherville

Maquon

London Mills

Lomax

Knoxville

Kirkwood

Little York

Keithsburg

Joy

Gladstone

Geneseo

Galva

Ellisville

East Galesburg

Coal Valley

Cambridge

Bishop Hill

Avon

Atkinson

Andalusia

Alexis

Aledo

Abingdon

Biggsville

Andover

Altona

Alpha

FIELD VERIFY LOCATION AND DEPTH

OF EXISTING ELECTRICAL DUCT BANK

AND ADJUST PROPOSED 12" WATER

MAIN DEPTH TO AVOID CONFLICT

FIELD VERIFY LOCATION OF TEE

AND CONNECT PROPOSED WATER

MAIN TO EXISTING TEE

12" M.J. GATE VALVE

PROPOSED 12"

D.I. WATER MAIN

INSTALLED IN

EXISTING CASING

UNDER ROAD

LANDING

STAIRS

PROPOSED GALESBURG WELL NO. 5

SEE DETAIL SHEET C2.1

PROPOSED 16'X16' WELL HOUSE

SEE DETAIL SHEET S1.1

8" CONC. SPASH

PAD

528

529

530

531

PROVIDE POSITIVE DRAINAGE

AWAY FROM FOUNDATION

1

2

3

M

IS

S

IS

S

IP

P

I R

IV

E

R

PROJECT SITE

PROPOSED WELL 5

SCIENTISTS

SURVEYORS

ARCHITECTS

ENGINEERS

GROUP

COVER SHEET

SITE PLAN

WELL #5 DETAIL

PUMP HOUSE PLAN AND SECTIONS

STRUCTURAL PLAN & DETAILS



GENERAL NOTES & LEGEND

ELECTRICAL SITE PLAN

WELL FIELD LAYOUT AND FIBER OPTIC ONE-LINE DIAGRAM

ELECTRICAL DETAILS

ELECTRICAL DETAILS

ELECTRICAL ONE-LINE DIAGRAM

G1

C1

Q1

Q2

S1.1

S1.2

S1.3

E0.1

E1.0

E1.1

E2.1

E3.1

E4.1

1. CONTRACTOR SHALL COORDINATE WORK WITH ALL UTILITIES.

J.U.L.I.E. 1-800-892-0123

2. ALL WORK SHALL COMPLY WITH THE STANDARD SPECIFICATIONS FOR

WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS, 5TH EDITION.

1. CUT " " ON SOUTH EAST CORNER CONCRETE PAD FOR EAST

MOST STAIRS WELL HOUSE #2 ELEV.=531.51

2. CUT " " ON NORTH EAST CORNER CONCRETE PAD FOR EAST

MOST STAIRS WELL HOUSE #3 ELEV.=531.50

2709 McGraw Dr. - Bloomington, Illinois 61704 - Phone: (309) 663-8435 / [email protected]

Design Firm Registration #184001856

AutoCAD SHX TextW

AutoCAD SHX TextEXIST. 2015-4 WELL HOUSE



AutoCAD SHX TextCITY OF GALESBURG

AutoCAD SHX TextProject No: 0170277.00

AutoCAD SHX TextDate: 28-January-2019

AutoCAD SHX TextIndex of Drawings

AutoCAD SHX TextLocation Map

AutoCAD SHX TextBenchmarks

AutoCAD SHX Text| nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\G1 Cover Sheet Well 5 - 0171277.00.dwg | 1/25/2019 11:24 AM |nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\G1 Cover Sheet Well 5 - 0171277.00.dwg | 1/25/2019 11:24 AM | | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\G1 Cover Sheet Well 5 - 0171277.00.dwg | 1/25/2019 11:24 AM |J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\G1 Cover Sheet Well 5 - 0171277.00.dwg | 1/25/2019 11:24 AM | | 1/25/2019 11:24 AM |1/25/2019 11:24 AM | |

AutoCAD SHX TextXRef Files: c101-0140885.00-galesburg water supply well_base |

AutoCAD SHX TextGALESBURG WATER SUPPLY WELL #5

AutoCAD SHX TextWELL NO. 5

AutoCAD SHX Text2019

AutoCAD SHX TextProject Map

AutoCAD SHX TextSIGNATURE:

AutoCAD SHX TextNAME:

AutoCAD SHX TextDATE:

AutoCAD SHX TextLAWS OF THE STATE OF ILLINOIS.

AutoCAD SHX TextI HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL

AutoCAD SHX TextSUBMISSION DESCRIBED BELOW WAS PREPARED BY ME OR

AutoCAD SHX TextUNDER MY DIRECT PERSONAL SUPERVISION.

AutoCAD SHX TextI AM A DULY LICENSED ARCHITECT/ENGINEER UNDER THE

AutoCAD SHX TextLICENSE RENEWAL DATE:

AutoCAD SHX TextPAGES OR DIVISIONS COVERED BY THIS CERTIFICATION:

AutoCAD SHX TextProfessional Certifications

AutoCAD SHX TextNotes:

AutoCAD SHX TextSHAWN R. MAURER

AutoCAD SHX TextC1, Q1-Q2











AutoCAD SHX TextRICHARD N. SUHADOLC











AutoCAD SHX TextMIKE BRYANT

PP

PP

PP

PP

PP

PP

PP








12" M.J. GATE VALVE

PROPOSED 12"

D.I. WATER MAIN

INSTALLED IN

EXISTING CASING

UNDER ROAD

LANDING

STAIRS





8" CONC. SPASH

PAD

12'' W12'' W

12'' W

528

529

530

531



1

2

3

PP

PP

PP

PP

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

SITE PLAN

C1

GLS

SM

PEO 35/PG 8

MATCH LINE "A" SEE THIS SHEET

MATCH LINE "A" SEE THIS SHEET

0

U.S. SURVEY FEET

SCALE: 1"=20'

10 20 40

EXISTING LEGEND

A

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10

PROJECT:

DATE:

PROJECT NO.:

City Of Galesburg

Well #5

Galesburg, Illinois 61402

01/28/2019

0170277.00

DESCRIPTION:DATE:#

ISSUE:

BID SET

GROUP

www.f-w.comEngineers | Architects | Surveyors | Scientists

2709 McGRAW DRIVEBLOOMINGTON, ILLINOIS 61704(309) 663-8435 / [email protected]

KEYED NOTES

PROPOSED LEGEND

WATER MAIN W/ SIZE

GATE VALVE

CONTOUR

12'' W

1. ENTRANCE SHALL BE 12" THICK RR2

AGGREGATE BASE W/ 6" CA-6 SURFACE

COURSE BY DIVISION B CONTRACTOR.

2. SAW CUT EXISTING ROAD PRIOR TO PIPE

INSTALLATION. PATCH ROADWAY W/ 12"

THICK CA-6 AGGREGATE SURFACE

COURSE TO GRATE.

3. EXISTING TREE STUMPS NOT SHOWN,

REMOVE STUMPS AS NECESSARY.

X

AutoCAD SHX TextEDGE OF TIMBER



AutoCAD SHX Text4'x4' ELECTRIC VAULT #396 RIM=530.84

AutoCAD SHX TextASPHALT

AutoCAD SHX TextFIN. FLOOR ELV=543.75

AutoCAD SHX TextWELL HOUSE #2


AutoCAD SHX TextELECTRIC MH #301 RIM=529.33





AutoCAD SHX TextW





AutoCAD SHX TextW


AutoCAD SHX Text| nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\V1 Existing Site Plan - 0170277.00.dwg | 1/25/2019 11:25 AM |nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\V1 Existing Site Plan - 0170277.00.dwg | 1/25/2019 11:25 AM | | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\V1 Existing Site Plan - 0170277.00.dwg | 1/25/2019 11:25 AM |J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\V1 Existing Site Plan - 0170277.00.dwg | 1/25/2019 11:25 AM | | 1/25/2019 11:25 AM |1/25/2019 11:25 AM | |

AutoCAD SHX TextCONTROL POINT

AutoCAD SHX TextWATER VALVE

AutoCAD SHX TextELECTRIC MANHOLE

AutoCAD SHX TextELECTRIC VAULT

AutoCAD SHX TextUNDERGROUND ELECTRIC LINE


AutoCAD SHX TextEXISTING CONTOUR LINE

AutoCAD SHX Text671

AutoCAD SHX TextE

http://www.f-w.comAutoCAD SHX Text671

T/ SLAB

EL.=544.03

3" PANEL

THICKNESS

12"

WELL

RAFTER BEAM

BEYOND

DOOR BEYOND

16'X 16' METAL

BUILDING

WELL CASING

SEE CIVIL

6'-3 1/2"

6'-0"

3'-2"

GRAVEL PACK ENVELOPE,

PLACED 60'-120' BLS

40 LF 24" DIA. S.S. SCREEN

70-SLOT, 80'-120' BLS

24" STEEL CASING WITH FULL

CIRCUMFRENTIAL WELDS.

SEE SPECS FOR MINIMUM

THICKNESS AND WEIGHT.

BENTONITE PLUG FROM 50'-60' BLS

80 LINEAL FEET OF 12" DIA. STEEL

COLUMN PIPE TO 60' BLS.

BACKFILL AS SPECIFIED

36" DIA. MIN. BOREHOLE

CEMENT GROUT PLACED 0'-20' BLS

TEMPORARY CASING,

IF USED, WITHDRAWN

AS GROUT IS PLACED

4'-4"

EXISTING ELEV. ±527.6

PUMP HOUSE FLOOR

ELEV.= 544.03

150 HP WATER-LUBRICATED VERTICAL

TURBINE PUMP. 3000 GPM, 125 FT. TDH,

SEE SPECIFICATIONS

16'X16' WELL HOUSE DETAILS

NOT SHOWN FOR CLARITY.

SEE S1.2 FOR DETAILS

SEE SHEET E1.1 FOR ELECTRICAL CONTROL

DETAILS

CONCRETE BASE

SEE SHEET S1.1 FOR DETAIL

FILL WITH CA-7

12

0 F

T U

NC

ON

SO

LID

AT

ED

F

OR

MA

TIO

N

SE

E T

ES

T H

OL

E L

OG

CONCRETE FOOTING

SEE SHEET S1.1 FOR DETAIL

FLOOD OF RECORD

ELEVATION=541.5

TOP OF CASING=546.03 TOP OF PUMP PEDESTAL

ELEV.=546.03

DISCHARGE PIPING NOT

SHOWN FOR CLARITY.

SEE SHEET C2.2

C

LINESHAFT, SEE SPECIFICATIONS

WELDED JOINT

STAINLESS STEEL WELDED BOTTOM PLATE

PUMP DISCHARGE HEAD AND BASE PLATE

SHALL HAVE PROVISIONS FOR ACCESS

TO INSIDE OF CASING FOR AIR LINE AND

LEVEL TRANSDUCER.

PUMP BASE PLATE

CONCRETE FOOTING

SEE NOTE 1.

STATIC WATER LEVEL

APPROXIMATELY 1'-7' BLS

2'-4

' (T

YP

.)

CASING HEIGHT

FOR WELL TEST

WATER TIGHT GASKET SEAL

1-1/2" WELL VENT

24 MESH SCREEN

FINAL GRADE ELEV. 531.6

L

WELL HOUSE, FOUNDATIONS, FILL,

FOOTINGS AND PEDESTAL BY

DIVISION B CONTRACTOR

ELEV=528.03

1. ALL WORK SHOWN ON THIS SHEET SHALL BE BY DIVISION A CONTRACTOR UNLESS OTHERWISE NOTED.

2. WELL DRILLER SHALL LOCATE CUTTINGS PIT OUTSIDE OF 20' RADIUS OF CENTER OF WELL TO AVOID

CONFLICT WITH EXCAVATIONS FOR WELL HOUSE FOOTINGS. WIDTH AND DEPTH OF TRENCH FROM

BOREHOLE TO CUTTINGS PIT SHALL BE MINIMIZED.

3. WELL DRILLER SHALL DEVELOP WELL IMMEDIATELY UPON INSTALLATION OF CASING, FILTER PACK,

BENTONITE PLUG AND BACKFILL. CONTRACTOR SHALL HAVE ALL NECESSARY EQUIPMENT ON SITE AT

THE TIME OF WELL COMPLETION TO ALLOW FOR DEVELOPMENT AND TEST PUMPING WITHOUT DELAY.

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

WELL #5 DETAIL

Q1

GLS

SM

PEO 35/PG8

A

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10

PROJECT:

DATE:

PROJECT NO.:

City Of Galesburg

Well #5


01/28/2019

0170277.00

DESCRIPTION:DATE:#

ISSUE:

BID SET

GROUP



AutoCAD SHX Text1

AutoCAD SHX TextScale:

AutoCAD SHX TextWell No. 5 Detail

AutoCAD SHX TextNot To Scale

AutoCAD SHX TextNotes

AutoCAD SHX Text| nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\C2.1 Site Details - 0171277.00.dwg | 1/22/2019 10:18 AM |nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\C2.1 Site Details - 0171277.00.dwg | 1/22/2019 10:18 AM | | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\C2.1 Site Details - 0171277.00.dwg | 1/22/2019 10:18 AM |J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\C2.1 Site Details - 0171277.00.dwg | 1/22/2019 10:18 AM | | 1/22/2019 10:18 AM |1/22/2019 10:18 AM | |

AutoCAD SHX TextXRef Files: s101-0140885.00 | ..\a101-203216 |

http://www.f-w.com

WE

LL

C

AS

IN

G

2'-0

"(M

IN

.)

1'-4

3

8

"

4'-4"

17

'-6

"

3'-5

1

4

"±

WELL DETAILS

NOT SHOWN

FOR CLARITY

12

" D

IA

. M

J D

.I. D

IS

CH

AR

GE

M

AIN

12" D.I. 90° M.J. ELBOW

CL ELEV.= 525.5

10" NON RISING STEM

GATE VALVE WITH

HANDWHEEL ACTUATOR

4" BUTTERFLY

VALVE

4" CHECK

VALVE

D.I. SPOOL WITH

DRESSER COUPLING BY

DIVISION B CONTRACTOR

ELEV.= 544.03

16'X16' WELL HOUSE

DETAILS NOT

SHOWN FOR

CLARITY. SEE

SHEET S1.2 FOR

DETAILS

THRUST BLOCK

12" D.I. FLG. MJ

WALL PIPE

EXISTING LAND SURFACE

ELEV. ±527.6

4" APCO SERIES 1204 AIR VACUUM

WITH 200A AIR RELEASE VALVE

OR EQUIVALENT, SEE

SPECIFICATIONS

SUPPORT PIPE

AS NEEDED

12" X 10"

CROSS

12" RW GATE VALVE WITH

HAND WHEEL ACTUATION

12" D.I. 90°

FLG. ELBOW

CA-7 FILL

10"X4"

REDUCER

0-200 PSI

PRESSURE

GAUGE

SMOOTH NOSED

SAMPLE TAP

SE

E Q

2 F

OR

D

ET

AIL

TO EXISTING 24"

RAW WATER MAIN

SEE SHEET C1

SEE SHEET S1.1

FOR FOUNDATION

DETAILS

4" SCH 80 PVC

ELBOW

W/SCREEN

6'-0

"

4" SCH 80

PVC

DRAIN

45°

ELBOW

FLOOR

DRAIN

12

'-0

"

SE

E N

OT

E 1

.

PROPOSED FINAL GRADE

ELEV.=531.6

WELL PUMP AND MOTOR BY

DIVISION A CONTRACTOR

12" CHECK

VALVE

℄

℄

1'-3" 7'-0" 2'-11"±

℄

ELEV=528.03

10

" D

IA

. D

.I.P

.

10" D.I. 90°

BEND

10" D.I. 90° BEND

CLOW F-3012-T

FLAP VALVE OR

APPROVED EQUAL

4'x12'x8" THICK

CONC. SPLASH PAD.

SLOPE TO DRAIN

PU

MP

T

O W

AS

TE

SMOOTH NOSED

SAMPLE TAP

STAINLESS STEEL

SUPPORTS AS

NECESSARY

12" D.I. 90° M.J.

ELBOW

12" D.I. 90° FLG

REDUCING ELBOW

4" APCO SERIES 1204 AIR

RELEASE VALVE OR

EQUIVALENT, SEE

SPECIFICATIONS

10" NON RISING STEM

GATE VALVE WITH

HANDWHEEL ACTUATOR

PUMP TO WASTE

16'-0"

15'-6

1

2

"

7'-6

"

4'-2"

4'-2

"

4'-4"

15

'-6

"

16

'-0

"

3'-6

"

4'-0"

4" SCH 80

PVC FLOOR

DRAIN

45° ELBOW

4" SCH 80

PVC ELBOW

W/SCREEN

45° ELBOW

4'x12'x8" THICK

CONC. SPLASH PAD.

SLOPE TO DRAIN

10" D.I. 90°

BEND

SMOOTH NOSED

SAMPLE TAP

0-500 PSI

PRESSURE

GAUGE

DOOR

S

L

O

P

E

T

O

D

R

A

I

N

WWF 6X6-W1.4XW1.4

L.S. ELEV.=±528.6

SLOPE TO DRAIN

WIN

DO

W

WIN

DO

W

WINDOW

1-1/2" NPT HOSE BIB

TAPPED BETWEEN

RW GATE VALVE AND

FLOOR SLEEVE PIPED

UP TO 12" A.F.F.

HANDWHEEL

ACTUATOR

10" DIA. D.I.P.

12'-0"

6" MIN.

2'-6

"

CLOW F-3012-T

FLAP VALVE OR

APPROVED EQUAL

12" CHECK VALVE

SMOOTH NOSED

SAMPLE TAP

10" D.I. 90°

BEND

1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR

ALL PIPING AND APPURTENANCES AND CONFIRM LAY

LENGTHS FOR ALL EQUIPMENT PROVIDED PRIOR TO

DETERMINING EXACT HEIGHT OF PEDESTAL.

2. ALL WORK ON THIS SHEET SHALL BE BY DIVISION B

CONTRACTOR UNLESS NOTED OTHERWISE.

3. PROVIDE PIPE SUPPORTS AS NECESSARY.

4. SPOOL DIMENSIONS TO BE FIELD VERIFIED.

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

PUMP HOUSE PLAN

AND SECTION

Q2

GLS

SM

PEO 35/PG 8

A

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10

PROJECT:

DATE:

PROJECT NO.:

City Of Galesburg

Well #5


01/28/2019

0170277.00

DESCRIPTION:DATE:#

ISSUE:

BID SET

GROUP



AutoCAD SHX Text2

AutoCAD SHX TextQ2

AutoCAD SHX Text2


AutoCAD SHX TextPump House Section

AutoCAD SHX Text1/2"=1'-0"


AutoCAD SHX TextPump House Plan


AutoCAD SHX Text1

AutoCAD SHX TextNotes

AutoCAD SHX TextNORTH

AutoCAD SHX Text| nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\C2.1 Site Details - 0171277.00.dwg | 1/22/2019 10:18 AM |nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\C2.1 Site Details - 0171277.00.dwg | 1/22/2019 10:18 AM | | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\C2.1 Site Details - 0171277.00.dwg | 1/22/2019 10:18 AM |J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\C2.1 Site Details - 0171277.00.dwg | 1/22/2019 10:18 AM | | 1/22/2019 10:18 AM |1/22/2019 10:18 AM | |

AutoCAD SHX TextXRef Files: s101-0140885.00 | ..\a101-203216 |

http://www.f-w.com

16'-0"

1'-3" 13'-6" 1'-3"

1'-3"

13'-6"

1'-3"

16'-0"

5

S1.1

16'-0"

S1.1

1

EL. = 528.03

T/FTG

EXIST. GRADE

EL.=527.6

T/ SLAB

EL.=544.03

3" PANEL

THICKNESS

12"

1/3"

ROOF SLOPE

WELL

FINAL GRADE

EL.=531.6

ROOF HATCH

RAFTER BEAM

BEYOND

DOOR BEYOND

16'X 16' METAL

BUILDING

WELL CASING

SEE CIVIL

EL.=546.03

12

'-0

"

11

'-8

"

15'-6"

16'-0"

2'-3"

2'-0

"

4'-2"

DRAIN BEYOND

SLEEVE

6'-3

1

/2

"

6'-0

"

EL. = 528.03

T/FOOTING

S1.1

2

S1.1

3

3'-2"

SEE 3/S1.1 FOR REINF

AT OPENING, TYP

PROVIDE ADDITIONAL 24"x24"

BENT BARS @ CORNERS

TYP. WALL REINF SEE SECTIONS

TYP. WALL REINF SEE SECTIONS

NOTE: BENT BARS SHALL BE THE SAME

SIZE AND NUMBER OF THE TYP. REINF. IN

THE CONC. WALL UNLESS OTHERWISE NOTED.

2'-0" MIN

DWL W/ STD HOOK

3/4" CHAMFER

GENERAL CONSTRUCTION:

1. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED

TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO SIMILAR

CONDITIONS ELSEWHERE.

2. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY

DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL

FIELD CONDITIONS.

3. VERIFY SIZE AND LOCATION OF HOLES AND SLEEVES THROUGH

MASONRY AND CONCRETE WALLS AND SLABS WITH MECHANICAL AND

PLUMBING CONTRACTORS.

DESIGN CRITERIA:

1. THE STRUCTURAL ENGINEERING DESIGN IS BASED ON AND IN

ACCORDANCE WITH THE FOLLOWING CODE(S): INTERNATIONAL BUILDING

CODE - 2012

2. UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, THE

STRUCTURAL DESIGN IS BASED ON THE FOLLOWING:

DEAD LOAD

ROOF = 15 PSF

LIVE LOAD

ROOF = 20 PSF

FLOORS = 125 PSF

STAIRS = 100 PSF

SNOW LOAD DATA

Pf = 24 PSF

Ce = 1.2

Is = 1.00

Ct = 1.2

WIND DESIGN DATA

WIND SPEED (Vult) = 115 MPH

RISK CATEGORY = II

EXPOSURE = C

INTERNAL PRESSURE COEFFICIENT = 0.18

SEISMIC DESIGN DATA

MAPPED SPECTRAL RESPONSES: Ss = 0.14 AND S1 = 0.07

SITE CLASS = D

DESIGN SPECTRAL RESPONSES: SDS = 0.119 AND SD1 = 0.110

SEISMIC DESIGN CATEGORY = B

BASIC FORCE RESISTING SYSTEMS: CONCRETE SHEAR WALL

AND STEEL NOT SPECIFICALLY DETAILED FOR SEISMIC

DESIGN BASE SHEAR = 9.69K ±

SEISMIC RESPONSE COEFFICIENT (Cs) = 0.040

RESPONSE MODIFICATION COEFFICIENT (R) = 3.0

EQUIVALENT LATERAL FORCE ANALYSIS

FOUNDATIONS:

1. ALL WALL FOOTINGS SHALL BE CENTERED ON WALL CENTERLINE

UNLESS INDICATED BY AN OFFSET DIMENSION.

2. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OR COMPACTED FILL

WHICH HAS A MINIMUM ALLOWABLE BEARING CAPACITY EQUAL TO OR

GREATER THAN 2000 PSF.

3. ALL FOOTING ELEVATIONS SHOWN ON THE DRAWINGS MEET THE

REQUIRED DEPTHS FOR BEARING AND/OR FROST PROTECTION. ACTUAL

FIELD CONDITIONS MAY REQUIRE ADDITIONAL EXCAVATION AND/OR

COMPACTED FILL.

4. THE FOUNDATION WALLS SHALL BE BACKFILLED WITH COMPACTED

GRANULAR MATERIAL IN ACCORDANCE WITH THE SPECS.

CONCRETE:

1. REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH THE

"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI

318-11) BY THE AMERICAN CONCRETE INSTITUTE.

2. REINFORCING BAR DETAILING, FABRICATING, AND PLACING SHALL

CONFORM TO THE "ACI STANDARD: DETAILS AND DETAILING OF CONCRETE

REINFORCEMENT" (ACI 315- 08) AND THE "MANUAL OF ENGINEERING AND

PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES" (ACI

315R-04) BY THE AMERICAN CONCRETE INSTITUTE. THE MOST CURRENT

EDITIONS OF CONCRETE REINFORCING STEEL INSTITUTE'S "REINFORCING

BAR DETAILING" AND "PLACING REINFORCING BARS" MAY ALSO BE USED.

3. MINIMUM CONCRETE COMPRESSIVE STRENGTH (f'c)

AT 28 DAYS:

FOOTINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3000 PSI

FOUNDATION WALLS AND GRADE BEAMS. . 4000 PSI

RETAINING WALLS. . . . . . . . . . . . . . . . . . . . . . 4000 PSI

SLABS ON GRADE. . . . . . . .. . . . . . . . . . . . . . . 4000 PSI

4. CONCRETE REINFORCEMENT:

DEFORMED BARS - NEW BILLET STEEL COMPLYING WITH ASTM A615

AND HAVING A MINIMUM YIELD STRENGTH OF 60000 PSI.

WELDED WIRE FABRIC - SMOOTH WIRE FABRIC COMPLYING

WITH ASTM A185.

5. CONCRETE PROTECTION FOR REINFORCEMENT:

UNLESS OTHERWISE SHOWN THE CLEAR DISTANCE FROM THE FACE OF

CONCRETE TO THE REINFORCING STEEL SHALL BE:

CONCRETE POURED AGAINST GROUND (NOTE A). . . .3"

CONCRETE POURED AGAINST FORMS (NOTE A & B):

#6 BARS OR LARGER. . . . . . . . . . . . . . . . . . . . . . . . . .2"

SMALLER THAN #6 BARS . . . . . . . . . . . . . . . . . . . . . . 1 1/2"

SLABS POURED ON GRADE:

FROM BOTTOM SURFACE . . . . . . . . . . . . . . . . . . . . . 2"

TROWELED SURFACE (NOTE B). . . . . . . . . . . . . . . . . 1"

SCREEDED SURFACE FOR APPLIED TOPPING. . . . . 3/4"

(NOTE A) EXCLUDING SLABS POURED ON GRADE.

(NOTE B) INCREASE BY 1/2" IF SURFACE IS TO BE IN PERMANENT

CONTACT WITH GROUND OR WATER.

6. UNLESS OTHERWISE SHOWN OR NOTED, SPLICING OF REINFORCING BARS

SHALL CONFORM TO THE REQUIREMENTS OF ACI 318 SECTIONS 12.14

THROUGH 12.17 SPLICING OF WELDED WIRE FABRIC SHALL CONFORM TO ACI

318 SECTIONS 12.18 AND 12.19.

7. ALL HORIZONTAL BARS IN WALLS OR GRADE BEAMS SHALL BE BENT AT

CORNERS AND INTERSECTIONS IN SUCH A WAY THAT CONTINUITY IS

PROVIDED THROUGH THE JOINT. SEPARATE CORNER BARS OF THE SAME

SIZE AND SPACING AS THE HORIZONTAL REINFORCING MAY BE SUBSTITUTED

FOR THE BENT PORTION OF THE CONTINUOUS BARS.

8. ALL CONSTRUCTION JOINTS SHOWN ON THE DRAWINGS SHALL BE

INCORPORATED IN THE STRUCTURE UNLESS THEIR ELIMINATION IS

APPROVED BY THE ENGINEER. ADDITIONAL CONSTRUCTION JOINTS

REQUIRED TO FACILITATE CONSTRUCTION SHALL BE LOCATED AND

DETAILED ON SHOP DRAWINGS. WHEN CONSTRUCTION JOINTS OTHER THAN

THOSE SHOWN ON THE DRAWINGS ARE REQUIRED, THE REINFORCEMENT

SHALL PASS CONTINUOUSLY THROUGH THE JOINT AND A KEY SHALL BE

PROVIDED FOR ADEQUATE SHEAR TRANSFER.

9. USE OF CONSTRUCTION JOINTS AT LOCATIONS OTHER THAN THOSE

INDICATED ON THE DRAWINGS SHALL REQUIRE PRIOR APPROVAL OF THE

ENGINEER.

10. ALL KEYS FOR CONSTRUCTION JOINTS SHALL BE 2" X 4" (NOMINAL)

UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS.

11. UNLESS OTHERWISE SHOWN OR NOTED, PROVIDE 2 - #5 BARS (1-EACH

FACE) AROUND UNFRAMED OPENINGS IN CONCRETE WALLS AND GRADE

BEAMS. PLACE BARS PARALLEL TO SIDES OF OPENING AND EXTEND 24"

BEYOND CORNERS.

12. PROVIDE EQUIPMENT BASES AND SUPPORTS AS REQUIRED, COMPLYING

WITH APPROVED MANUFACTURER'S CERTIFIED SHOP DRAWINGS OR AS

DETAILED.

13. SIZE AND LOCATION OF CONCRETE BASES AND EMBEDDED

ANCHORAGES FOR EQUIPMENT SHALL BE COORDINATED WITH

EQUIPMENT SUPPLIER AND SHALL BE IN ACCORDANCE WITH

APPROVED SHOP DRAWINGS.

CONCRETE MIX DESIGN:

1. REINFORCED CONCRETE IS DESIGNED IN ACCORDANCE WITH AND

SHALL BE PLACED IN COMPLIANCE WITH PROVISIONS OF THE

FOLLOWING CODES, SPECIFICATIONS, AND STANDARDS:

ACI 304 - RECOMMENDED PRACTICE FOR MEASURING, MIXING,

TRANSPORTING, AND PLACING OF CONCRETE.

ACI 318 - BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE

CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF

STANDARD PRACTICE.

2. SUBMITTALS: INCLUDE AS REQUIRED BY SECTION 4 OF ACI 301.

3. FORM MATERIALS:

SHALL BE STEEL, DRESSED LUMBER FREE OF LOOSE KNOTS, OR

EXTERIOR GRADE PLYWOOD 5/8-INCH THICK.

TREAT FORMS WITH OIL OR LACQUER PRIOR TO PLACING

REINFORCEMENT.

ADEQUATELY BRACE AND STIFFEN FORMS TO PREVENT

DEFLECTION AND SETTLEMENT.

4. CONCRETE MATERIALS:

PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I/II

NORMAL WEIGHT AGGREGATES CONFORM TO ASTM C33

PROVIDE AGGREGATE FROM A SINGLE SOURCE

WATER: ANY POTABLE DRINKING WATER

FLY ASH: ASTM C618, CLASS C OR F

5. ADMIXTURES:

AIR ENTRAINING ADMIXTURE CONFORM TO ASTM C260

WATER REDUCING ADMIXTURE CONFORM TO ASTM C494, TYPE A

6. CONCRETE MIX DESIGN: NORMAL WEIGHT CONCRETE:

COMPRESSIVE STRENGTH TESTING SHALL BE IN ACCORDANCE

WITH ASTM C39/39M AT 28 DAYS

TOTAL AIR CONTENT, WHEN TESTED IN ACCORDANCE WITH ASTM

C173/C173M SHALL BE 5.5 PERCENT PLUS OR MINUS 1.5

PERCENT, DETERMINED AT POINT OF DELIVERY

MAXIMUM SLUMP SHALL BE 4 INCHES WITHOUT HIGH-RANGE

WATER-REDUCING OR PLASTICIZING ADMIXTURES OR 8-INCHES

FOR CONCRETE WITH VERIFIED SLUMP OF 2 TO 4 INCHES

BEFORE ADDING HIGH-RANGE WATER-REDUCING ADMIXTURE

OR PLASTICIZING ADMIXTURE PLUS OR MINUS 1 INCH MAXIMUM

AGGREGATE SIZE SHALL BE 1-1/2 INCH

7. CURING MATERIAL SHALL BE A LIQUID MEMBRANE FORMING

COMPOUND CONFORMING TO ASTM C309, CLASS A OR B, TYPE I

CONCRETE PLACEMENT:

1. CONCRETE PLACEMENT SHALL COMPLY WITH ACI 304 OR PLACING

CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS

OR SECTIONS. DO NOT BEGIN CONCRETE PLACEMENT UNTIL AFTER

AFFECTED WORK IS COMPLETED.

2. CONSOLIDATE PLACED CONCRETE USING MECHANICAL VIBRATING

EQUIPMENT WITH HAND RODDING AND TAMPING SO THAT CONCRETE

IS WORKED AROUND REINFORCEMENT AND OTHER EMBED ITEMS.

3. PROTECT CONCRETE FROM PHYSICAL DAMAGE OR REDUCED

STRENGTH DUE TO WEATHER DURING MIXING, PLACING AND CURING;

IN COLD WEATHER COMPLY WITH ACI 306 AND IN HOT WEATHER

COMPLY WITH ACI 305.

4. PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE DRYING

AND EXCESSIVE TEMPERATURE IN HOT, DRY, AND WINDY

WEATHER. APPLY EVAPORATION-CONTROL, COMPOUND

PER MANUFACTURERS INSTRUCTIONS AFTER BULL FLOATING

AND SCREEDING, BUT BEFORE POWER FLOATING AND TROWEL.

BEGIN INITIAL CURING AS SOON AS FREE WATER HAS

DISAPPEARED FROM EXPOSED SURFACES.

CONTINUE CURING UNFORMED CONCRETE SURFACES BY WATER

PONDING, CONTINUOUS FOG SPRAYING, CONTINUOUSLY

WETTED ABSORPTIVE COVER, OR BY MOISTURE-RETAINING

COVER CURING. CURE FORMED SURFACES BY MOIST CURING

UNTIL FORMS ARE REMOVED. KEEP CONCRETE CONTINUOUSLY

MOIST FOR NOT LESS THAN 7 DAYS.

APPLY MEMBRANE-FORMING CURING COMPOUND TO EXPOSED

INTERIOR SLABS AND EXTERIOR SLABS, WALKS, AND CURBS AS

SOON AS FINAL FINISHING OPERATIONS ARE COMPLETE. APPLY

UNIFORMLY ACCORDING TO MANUFACTURER'S DIRECTIONS.

RECOAT AREAS SUBJECTED TO HEAVY RAINFALL WITHIN 3

HOURS AFTER INITIAL APPLICATION. MAINTAIN CONTINUITY OF

COATING / REPAIR DAMAGE DURING CURING PERIOD.

USE MEMBRANE-CURING COMPOUNDS THAT WILL NOT AFFECT

SURFACES TO BE COVERED WITH FINISH MATERIAL APPLIED

DIRECTLY TO CONCRETE.

STEEL:

1. ALL STRUCTURAL STEEL SHALL BE DESIGNED AND CONSTRUCTED

IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL

STEEL BUILDINGS" AND THE AISC "STEEL CONSTRUCTION MANUAL".

2. ALL STRUCTURAL STEEL UNLESS OTHERWISE NOTED SHALL

CONFIRM TO THE FOLLOWING ASTM SPECIFICATIONS:

W-SHAPES . . . . . . . . . . . A992 OR A572, GRADE 50

CHANNELS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A36

ANGLES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A36

STEEL PIPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A53

STRUCTURAL PLATE AND BARS . . . . . . . . . . . A36

3. PROVIDE

1

4

" CAP PLATE SHOP WELDED TO THE TOP OF ALL HSS

POSTS AND COLUMNS UNLESS OTHERWISE NOTED.

4. SHOP CONNECTIONS MAY BE WELDED OR HIGH STRENGTH BOLTED

AT FABRICATORS OPTION, SUBJECT TO THE ENGINEERS APPROVAL.

5. ALL BOLTED CONNECTIONS FOR STRUCTURAL STEEL SHALL

CONFORM TO AISC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING

ASTM A325 OR A490 BOLTS".

6. UNLESS OTHERWISE SHOWN OF NOTED ON THE DRAWINGS, ALL

BOLTED CONNECTIONS SHALL BE MAE WITH

3

4

" DIAMETER HIGH

STRENGTH BOLTS, BEARING TYPE WITH THREADS IN THE SHEAR

PLANE, CONFORMING TO ASTM A325-N.

7. ALL WELDED CONNECTIONS FOR STRUCTURAL STEEL SHALL

CONFORM TO AWS "STRUCTURAL WELDING CODE", D1.1. UNLESS

OTHERWISE NOTED ON THE DRAWINGS, ALL WELDED CONNECTIONS

SHALL BE MADE WITH E70-XX LOW HYDROGEN ELECTRODES.

DEFERRED SUBMITTALS

1. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE

ENGINEER OF RECORD HAS REVIEWED THE SUBMITTAL DOCUMENTS

AND INDICATES THAT THEY HAVE BEEN REVIEWED AND BEEN FOUND

TO BE IN GENERAL CONFORMANCE WITH DESIGN

A. PRE-ENGINEERED METAL BUILDING SHALL BE CONFORM TO THE

MBNA "LOW RISE BUILDING SYSTEMS MANUAL"

B. METAL STAIRS AND RAILINGS

2. ALL ITEMS REQUIRING ENGINEERING DESIGN SHALL INCLUDE

CALCULATIONS SIGNED AND SEALED BY A PROFESSIONAL ENGINEER

LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED.

SPECIAL INSPECTIONS

1. INSPECTIONS AND TESTING SERVICES SHALL BE PERFORMED BY

AN INDEPENDENT INSPECTION AND TESTING AGENCY (IES) PROVIDED

BY THE OWNER IN CONFORMANCE WITH CHAPTER 17 OF THE IBC.

2. INSPECTIONS AND TESTING SHALL BE PERFORMED FOR, BUT NOT

LIMITED TO, THE FOLLOWING:

A. STEEL FABRICATIONS

B. STEEL CONSTRUCTION INCLUDING WELDING,

HIGH-STRENGTH BOLTS, AND STEEL ERECTION.

C. CONCRETE CONSTRUCTION INCLUDING PLACEMENT OF

REINFORCEMENT, FORMS, BOLTS, SAMPLING AND

TESTING OF CONCRETE, AND PLACEMENT OF CONCRETE.

D. VERIFICATION OF SOILS.

EL. = 544.03

EL. = 531.60

EL. = 528.03

1'-3"

T/SLAB

T/GRADE

T/FOOTING

CLR

3"

10 1/2" 1'-3" 10 1/2"

3'-0"

SP

LIC

E

2'-0" LA

P

3" CLR

CLR

2"

#5 DWL W/ STD HOOK

AT 12" O.C. EACH FACE

#5 VERT AT 12" O.C.

EACH FACE

#5 HORIZ. AT 9" O.C.

EACH FACE

(3) #6 BARS TOP AND

BOTTOM

CLR

2"

CLR

3"

24x24 #4 AT 12" O.C.

#4 AT 12" O.C. EACH WAY

#6 AT 10" O.C.

EACH WAY

12x24 #6 AT 10" O.C.

1'-0"

MIN

4'-2" x 4'-2"

2'-0" DIA.

2'-0

"

EL. = 546.03

EL. = 544.03



(2) ADDITIONAL #6x72

EACH SIDE OF OPENING

(1) ADDITIONAL #4x56

EACH SIDE OF OPENING

2"

3"

1'-0

"

(6) #4 DWLS EQUALLY SPACED

AROUND WELL W/ (3) #3 ROUND TIES

#4 DWLS AT 10" O.C. EACH

FACE W/ (3) #4 SQUARE TIES

PROVIDE SLEEVE OR BOND

BREAKER BETWEEN CASING

AND CONCRETE

T/CASING 1/2" BELOW T/CONCRETE

4"

4'-0" 1'-0"

WWF 6x6-W1.4xW1.4

12" SLAB TURNDOWN

BELOW STRINGER

Date:

Design/Drawn:

Reviewed:

Book No.:

SHEET TITLE:

SHEET NUMBER:

ISSUE:

# Date: Description:

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10

Project No.:

PROJECT:

GROUP



\\F

g-bm

i-fp1\projects\C

ity of G

alesburg\2014\0140885.00 - G

alesburg W

ell 4\R

vt\0140885.00 C

S G

alesburg W

ater S

upply W

ell 4.rvt

3/5/2015 3:29:51 P

M

S1.1

STRUCTURAL PLAN &

DETAILS

CAB

MJB

-

0140885.00

Well #5

City of Galesburg


12-11-18

Scale: 3/8" = 1'-0"

FOUNDATION PLAN

Scale: 3/8" = 1'-0"

SECTION

5

Scale: 3/4" = 1'-0"

CORNER DETAIL

1

Scale: 3/4" = 1'-0"

TYPICAL WALL SECTION

2

Scale: 3/4" = 1'-0"

WELL DETAIL

3

Scale: 3/4" = 1'-0"

PAD DETAIL

4

http://www.f-w.comAutoCAD SHX Text-

AutoCAD SHX Text-

AutoCAD SHX Text-


16

'-0

"

4'-2"

16'-0"

2'-6"

5'-8

"4

'-2

"

4'-0

"

3'-6

"

4'-0"

SLOPE TO

DRAIN

STEEL STAIRS W/ GALVANIZED

METAL GRATING TREADS

AND GALVANIZED HANDRAIL

BY STAIR SUPPLIER

DO

WN

T

3'-8

"

2'-2"10'-0" MIN.

CLEAR SPACE

20'x4' LANDING

4" FLOOR DRAIN,

SLOPE FLOOR

TO DRAIN

CONCRETE

FOUNDATION BELOW

SEE SHEET S1.1

225kVA, 2400V

TRANSFORMER

PT

AC

-1

SPLASH PAD

SEE CIVIL

3"

C10x20

CONTINUOUS

BEAM

4'-0" ON CENTERS

GALVANIZED

12'-0"

4'-0

"

2

S1.2

5

S1.1

C10x20

ROOF OUTLINE ABOVE

SEE SHEET S1.3

3

S1.2

TYPICAL INTERMEDIATE

SUPPORTS (3 LOCATIONS)

TYPICAL ALL

CORNERS

(3 LOCATIONS)

C10x20

C9x20

5'-0" SQUARE

CONCRETE

LANDING PAD

4

S1.1

EQUIPMENT AND

SUPPORT PER

MECHANICAL SUPPLIER

GALVANIZED GUARDRAIL

PER STAIR SUPPLIER

17

'-5

" C

OO

RD

IN

AT

E W

IT

H S

TA

IR

S

UP

PL

IE

R

3'-6

"

3/16

3/16

T/GRATING

544.03

1'-8

"1

'-1

0"

4"

1 1/2" DIA. (1.9" O.D.) STD GALV.

PIPE VERT @ 6'-0" O.C. MAX

1 1/2" DIA. (1.9" O.D.) STD GALV.

PIPE TOP AND MID HORIZ.

TOE PL1/4x4xCONT. GALV.

19W4 (1x1/8) GALV. GRATING

1

4

"

GALV.

C10x20

4'-0"

3" M

IN

GALV. L4x3x3/8 (LLV) CONT W/

1/2" DIA. x 3-1/4" EMBED HILTI

KWIK BOLT TZ EXPANSION

ANCHOR OR EQUIV. AT 24" O.C.

GALV. L4x3x3/8 AT 4'-0" O.C.

COPE MINIMALLY AS REQ'D

3/16

EA END

BEAM SIZE BOLT SIZE "n" # OF BOLTS

C9/C10 3/4"Ø A325N 2

1 1/2"

"n"-1 @

3

"

1 1

/2

"

1/2"

PLATE 3/8x4x REQ'D

1/4

T/GRATING

544.03

SEE DETAIL 2/S1.2 FOR

BALANCE OF INFORMATION

1

2

" PLATE

4"x8"

3/16

1

2

" BENT EMBED PLATE WITH 10" LEGS AROUND

CORNER WITH (4)

3

4

"Ø HAS x 5" CENTERED IN

WALL THICKNESS

3"

3"

6"

3"

6"

1

2

" BENT EMBED PLATE WITH 10" LEGS

AROUND CORNER WITH (4)

3

4

"Ø HAS x 5"

CENTERED IN WALL THICKNESS

3/16

GALV. L4x3x

3

8

" BRACE

AT CORNERS AS

SHOWN IN PLAN. (45°)

3/16

3/16

3"

TO PL

3/16

TO PL

3"

Date:

Design/Drawn:

Reviewed:

Book No.:

SHEET TITLE:

SHEET NUMBER:

ISSUE:


2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10

Project No.:

PROJECT:

GROUP



S1.2

STRUCTURAL PLAN &

DETAILS

CAB

MJB

-

0140885.00

Well #5

City of Galesburg

Oquawka, IL

12-11-18


AutoCAD SHX TextFLOOR PLAN

AutoCAD SHX Text1/2" = 1'-0"

AutoCAD SHX Text2


AutoCAD SHX TextDETAIL



AutoCAD SHX Text1



AutoCAD SHX Text1" = 1'-0"

AutoCAD SHX Text3





AutoCAD SHX Text-

AutoCAD SHX Text-

12"

1/3"

ROOF SLOPE

T/ FOOTING

EL.=528.03

3'-0"

7'-0

"

12

'-0

" M

IN

T/ SLAB

EL.=544.03

FINAL. GRADE

EL.=531.6

16'X 16' METAL

BUILDING

20' x 4'

PLATFORM

2'-2"

4'-6

"

T

225kVA, 2400V

TRANSFORMER

PTAC-1 WITH STAINLESS

STEEL STRUT SUPPORT BY

MECHANICAL CONTRACTOR

CONCRETE ENCASED

DUCT BANK

STAINLESS STEEL

UNISTRUT, (TYP.)

CONDUITS MOUNTED

ON SIDE OF BUILDING

BY ELECTRICAL

CONTRACTOR

EXTERIOR WALL

MOUNTED LIGHT

FIXTURE. SEE SHEET

E2.1 FOR DETAIL, TYP.

16'-0"

GALVANIZED ANGLE

SUPPORT BRACKET

1 1/2"Ø PLATFORM

RAILING BY STAIR

MANUFACTURER

3'-0" COORDINATE WITH STAIR SUPPLIER

C10x

GALVANIZED

EXIST. GRADE

EL.=527.6

STEEL STAIRS W/

GALVANIZED METAL

GRATING TREADS AND

GALVANIZED HANDRAIL

BY STAIR SUPPLIER (19

RISERS)

ROOF HATCH COVER

OVER WELL

GALVANIZED ANGLE

SUPPORT BRACKET

T/ SLAB

EL.=544.03

12'-0" M

IN

16'-0"

SEE

SHEET S1.1

16'X 16' METAL

BUILDING

3'-0"

4'-0"

4'-0"

WINDOW

T

225kVA, 2400V

TRANSFORMER

3'-8"

4'-6"




12"

1/3"

ROOF SLOPE

16'-0"

3'-0"

4'-0"

4'-0"

16'X 16' METAL

BUILDING

WINDOW

SEE

SHEET S1.1

T/ SLAB

EL.=544.03

12'-0" M

IN




EXTERIOR WALL

MOUNTED LIGHT

FIXTURE. SEE SHEET


EXTERIOR WALL

MOUNTED LIGHT

FIXTURE. SEE SHEET

E2.1 FOR DETAIL,

TYP.

ROOF HATCH COVER

OVER WELL

ROOF HATCH COVER

OVER WELL

3'-0

"4

'-0

"

4'-0"

T/ SLAB

EL.=544.03

12

'-0

" M

IN

16'-0"

SEE

SHEET S1.1

WINDOW

16'X 16' METAL

BUILDING

EXTERIOR WALL

MOUNTED LIGHT

FIXTURE. SEE SHEET


ROOF HATCH COVER

OVER WELL

16'-0"

16'-0"

3"

3'-10

1

2

" 3'-10

1

2

"

3'-0" 2'-10"

PU

RLIN

PU

RLIN

PU

RLIN

1'-11"

PU

RLIN

6'-3"

3'-1"

COORDINATE PURLIN

SPACING WITH OPENING

3'x3' OPENING

ABOVE WELL

Date:

Design/Drawn:

Reviewed:

Book No.:

SHEET TITLE:

SHEET NUMBER:

ISSUE:


2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10

Project No.:

PROJECT:

GROUP



S1.3

STRUCTURAL PLAN &

DETAILS

CAB

MJB

-

0140885.00

Well #5

City of Galesburg

Oquawka, IL

12-11-18


AutoCAD SHX TextEAST WALL ELEVATION


AutoCAD SHX Text3

AutoCAD SHX Text1


AutoCAD SHX TextSOUTH ELEVATION


AutoCAD SHX Text4


AutoCAD SHX TextWEST WALL ELEVATION



AutoCAD SHX TextROOF PLAN



AutoCAD SHX TextNORTH WALL ELEVATION


AutoCAD SHX Text2



AutoCAD SHX Text-

AutoCAD SHX Text-

1. ALL CONDUIT SHALL BE RIGID GALVANIZED STEEL EXCEPT WHERE INDICATED OTHERWISE. ALL

BOXES AND ASSOCIATED COVERS SHALL BE NEMA TYPE 12 WEATHERPROOF.

2. ALL ENCLOSURES IN THE WELL BUILDING SHALL BE WALL MOUNTED ON GALVANIZED STEEL STRUTS.

3. ALL EQUIPMENT, CONDUITS, MATERIALS ETC. SUPPLIED FOR THE CONSTRUCTION OF THE PROJECT

DETAILED HERE AND IN OTHER CONTRACT DOCUMENTS SHALL BE SUITABLE FOR THE INTENDED

PURPOSE AND ENVIRONMENT AS DELINEATED BY THE LATEST EDITION OF THE NATIONAL ELECTRIC

CODE (NEC).

4. NOTE THAT ALL SIZING AND DESIGN FOR ALL ELECTRICAL AND ASSOCIATED EQUIPMENT

REPRESENTED IN THESE AND OTHER DESIGN DOCUMENTS WAS BASED ON SPECIFIC EQUIPMENT AS

NOTED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REDESIGN REQUIRED TO ACCOMMODATE

EQUIPMENT THAT IS DIFFERENT FROM THAT WHICH IS NOTED.

5. ALL EQUIPMENT, PIPING AND ASSOCIATED STRUCTURES SHALL BE GROUNDED AND BONDED IN

ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (NEC).

6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC.

7. ALL MATERIAL, EQUIPMENT AND LABOR REQUIRED TO IMPLEMENT THE ELECTRICAL CONTROLS AND

CONTROL SYSTEM AS ILLUSTRATED IN THESE AND OTHER CONTRACT DOCUMENTS SHALL BE

CONSIDERED INCIDENTAL TO THE PROJECT.

8. THESE DESIGN DOCUMENTS REPRESENT THE GENERAL INTENT OF THE SYSTEM TO BE SUPPLIED

BUT DO NOT REPRESENT EVERY ASPECT OF WORK OR MATERIAL REQUIRED TO PROVIDE A

COMPLETE AND FULLY FUNCTIONAL SYSTEM.

9. ELECTRICAL CONTRACTOR SHALL SUPPLY ALL LABOR, EQUIPMENT AND MATERIALS REQUIRED TO

PROVIDE A COMPLETE AND FULLY FUNCTIONAL SYSTEM.

10. NO CONDUITS SMALLER THAN ¾” SHALL BE PERMITTED.

11. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED, GROUNDED AND BONDED IN ACCORDANCE WITH

THE MANUFACTURER’S RECOMMENDATION AND THE NEC.

12. ALL CALIBRATION AND STARTUP/COMMISSIONING OF ALL INSTRUMENTATION AND CONTROLS SHALL

BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.

13. SYSTEMS INTEGRATOR TO SUPPLY ALL EQUIPMENT, LABOR AND MATERIALS REQUIRED TO PROVIDE

A COMPLETE AND FULLY FUNCTIONAL SYSTEM AS INTENDED BY THIS AND OTHER DESIGN

DOCUMENTS.

14. ALL CONTROL PANELS SUPPLIED SHALL BE THE PRODUCT OF A UL CERTIFIED SHOP AND CARRY A UL

LABEL AND CERTIFICATION NUMBER. EXTERIOR DOOR SHALL BE SUPPLIED WITH A LOCKING DOOR

HANDLE W/3 POINT LATCHING SYSTEM.

15. ALL EQUIPMENT SUPPLIED FOR THIS PROJECT SHALL BE SUITABLE FOR THE INTENDED PURPOSE

AND SHALL MEET ALL LOCAL AND STATE CODES AND SAFETY REQUIREMENTS.

16. ALL CONDUITS PROVIDED FOR WETWELL WIRE OR SO CORD FEEDS SHALL BE PROVIDED WITH

SEALING FITTINGS IN ACCORDANCE WITH NEC 501. ALL FITTINGS PROVIDED SHALL BE SEALED AS

REQUIRED BY THE NEC. RIGID GALVANIZED THREE PIECE COUPLING(S) SHALL BE INSTALLED ON THE

CONTROL PANEL SIDE OF THE PROVIDED SEALING FITTING(S) TO FACILITATE SEALING FITTING

REMOVAL FOR MAINTENANCE PURPOSES.

17. ALL BURIED CONDUITS OR CONDUIT DUCT BANKS SHALL HAVE UNDERGROUND LINE MARKING TAPE

INSTALLED 12” ABOVE THE CONDUIT OR CONDUITS. THE UNDERGROUND LINE MARKING TAPE SHALL

BE PERMANENT, BRIGHT-COLORED, CONTINUOUS-PRINTED, CONDUCTIVE COMPOSITE PLASTIC TAPE

COMPOUNDED FOR DIRECT-BURIAL SERVICE NOT LESS THAN 6 INCHES WIDE BY 4 MILS THICK.

UNDERGROUND LINE MARKING TAPE SHALL CONTAIN CONTINUOUSLY PRINTED LEGEND INDICATIVE

OF TYPE OF UNDERGROUND LINE BELOW. THE UNDERGROUND LINE MARKING TAPE SHALL BE

TERMINATED 6’’ ABOVE THE GROUND AT EITHER END OF THE CONDUIT OR CONDUITS TO ALLOW FOR

CONNECTION OF LOCATING EQUIPMENT AS REQUIRED.

18. ALL FITTINGS, BOXES AND ENCLOSURES PROVIDED FOR THIS PROJECT SHALL BE/HAVE A RATING

EQUIVALENT TO THE MOST SEVERE RATING OF THE CONDUIT SPECIFIED FOR THE INTENDED

APPLICATION UNLESS OTHERWISE SPECIFIED.

19. WHERE PVC CONDUIT IS UTILIZED AN EQUIPMENT GROUNDING CONDUCTOR SHALL BE SUPPLIED AS

REQUIRED.

CEILING MOUNTED RECESSED DOWNLIGHT - EMERGENCY

LOWER CASE LETTER DENOTES LTG. SWITCH GROUP

CONDUIT - CAPPED

JUNCTION BOX

SPECIAL PURPOSE RECEPTACLE - MOUNTED 18" A.F.F.

DUPLEX RECEPTACLE - FLOOR MOUNTED

DOUBLE DUPLEX RECEPTACLE - MOUNTED 18" A.F.F.

TIMER

KEY OPERATED

DIMMER (WALL BOX TYPE)

PILOT LIGHT

MANUAL MOTOR STARTER

T

K

D

P

M

MECHANICALLY HELD LIGHTING CONTACTOR

PUSHBUTTON

DOUBLE-POLE SINGLE-THROW (DPST)

3-WAY

4-WAY

TOGGLE SWITCH - MOUNTED 48" A.F.F.

a

B

2

b

3

4

PHOTOCELL

PHASE CONDUCTOR

CONDUIT - CONTINUED

SLAB OR GRADE

(CHANGE IN ELEVATION)

SUSPENDED CEILING OR WALL

CONDUIT - CONCEALED BELOW

CONDUIT - UP AND DOWN

CONDUIT - TURNING UP

CONDUIT - EXPOSED

CONDUIT - CONCEALED IN

CONDUIT - TURNING DOWN

EQUIPMENT GROUND

NEUTRAL CONDUCTOR

CIRCUIT NUMBER

PANELBOARD

BRANCH CIRCUIT HOMERUN

WIRING AND CONDUITS

LP-3

REVISION CALL-OUT

ROOM NAME & NUMBER

KEYED NOTE CALL OUT

EQUIPMENT CALL-OUT: REFER TO THE

EQUIPMENT DATA SCHEDULE FOR DETAILS

GENERAL SYMBOLS

UTILITY KILOWATT-HOUR METER

WEATHERPROOF

SURGE SUPPRESSOR

GROUND FAULT CIRCUIT INTERRUPTER

DUPLEX RECEPTACLE - MOUNTED 6" ABOVE COUNTER

DUPLEX RECEPTACLE (NEMA 5-20R) - MOUNTED 18" A.F.F.

GFI

WP

SS

MAGNETIC STARTER

MANUAL MOTOR STARTER - TT SWITCH

DISCONNECT SWITCH - FUSIBLE

DISCONNECT SWITCH - NON-FUSIBLE

EQUIPMENT - MOTOR

EXIT SIGN - DUAL FACE, WALL MOUNTED

EXIT SIGN - DUAL FACE, CEILING MOUNTED

EXIT SIGN - SINGLE FACE, WALL MOUNTED

EXIT SIGN - SINGLE FACE, CEILING MOUNTED

ARROW INDICATES DIRECTION OF EXIT

(DRAWN TO SCALE)

(DRAWN TO SCALE)

BRANCH CIRCUIT PANELBOARD - FLUSH MOUNTED

DISTRIBUTION PANELBOARD OR SWITCHBOARD

BRANCH CIRCUIT PANELBOARD - SURFACE MOUNTED

T

CONTROL PANEL

TRANSFORMER

POWER SYMBOLS

OPEN INDUSTRIAL FLUORESCENT

CEILING MOUNTED RECESSED DOWNLIGHT

LIGHTING SYMBOLS

RECESSED LUMINAIRE NIGHT LIGHT

HOSPITAL GRADE

TAMPER PROOFTP

WEATHER PROOFWP

OC OCCUPANCY SENSOR

LUMINAIRE - SURFACE MOUNTED

TT

NEW EQUIPMENT/WIRING

EXISTING EQUIPMENT/WIRING

DEMO EQUIPMENT/WIRING

SAMPLE LINE WEIGHTS:

2.

1.

3.

DUPLEX RECEPTACLE EMERGENCY - MOUNTED 6" ABOVE COUNTER

DUPLEX RECEPTACLE EMERGENCY - MOUNTED 18" A.F.F.

GENERATOR ANNUNCIATOR PANELGEN

CEILING FAN/PADDLE FAN

H

FEEDER CALL-OUT

FOOD SERVICE EQUIPMENT DESIGNATION

CONDUIT - FLEXIBLE

SLEEVE

CABLE TRAY

SEALING FITTING

EXPANSION FITTING

CONDUIT FITTING (CONDULET)

JUNCTION BOX - EMERGENCY POWER

(DRAWN TO SCALE)

MOTOR CONTROL CENTER

DOUBLE DUPLEX RECEPTACLE - FLOOR MOUNTED

DUPLEX RECEPTACLE - CEILING MOUNTED

SPECIAL PURPOSE RECEPTACLE - FLOOR MOUNTED

SPECIAL PURPOSE RECEPTACLE - CEILING MOUNTED

FIRE-RATED POKE-THRU

FLOOR BOX

PK

FLOOR OUTLET

FB

DUPLEX CORD AND REEL

HAND DRYER

H

OPEN INDUSTRIAL FLUORESCENT - EMERGENCY

POLE MOUNTED SITE LIGHTING - QUAD HEAD

POLE MOUNTED SITE LIGHTING - TRIPLE HEAD

POLE MOUNTED SITE LIGHTING - DUAL HEAD

POLE MOUNTED SITE LIGHTING - SINGLE HEAD

DECORATIVE PENDANTS

LIGHTING CONTROL PANEL

THERMAL TRIP SWITCHTT

FAN SPEED CONTROLLERF

CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY

a LOWER CASE LETTER DENOTES LTG.

SWITCH GROUP

a

SENSOR

EQUIPMENT - THREE PHASE MOTOR

WALL MOUNT EXIT SIGN WITH DUAL HEAD EMERGENCY LIGHTS

IN-GRADE ELECTRICAL JUNCTION BOX

UTILITY POLE

3/4" x 10' GROUND ROD

DETAIL CALL-OUT: DETAIL NUMBER

PAGE NUMBER

PUSH BUTTON/RESET BUTTON - MOUNTED 48" AFF

CEILING SURFACE MOUNTED LIGHT FIXTURE

EMERGENCY SHUTDOWN BUTTON 2-1/2"DIA. MOUNT AT 48"AFF

WALL MOUNTED LIGHT FIXTURE

WALL MOUNTED LIGHT FIXTURE - EMERGENCY

CEILING SURFACE MOUNTED LIGHT FIXTURE - EMERGENCY

COMBINATION STARTED DISCONNECT

HANDICAP ASSIST DOOR PUSH BUTTON - MOUNTED 48" AFF

PROVIDE CORD AND PLUG FOR PROPER RECEPTACLE TYPE

CIRCUIT # & SWITCH LEG (CONTROLLED BY

LUMINAIRE TYPE

PANELBOARD

LUMINAIRE - RECESSED

"ALWAYS ON" FOR NIGHT LIGHT USE

A LRP-1b NL

LOCAL SWITCH UNLESS OTHERWISE NOTED)

LIGHTED BOLLARD

PC

LC

LCP

OC2 OCCUPANCY SENSOR 2-POLE (DUAL BUTTON W/ SINGLE SENSOR)

LOW VOLTAGE PUSHBUTTONLVB

OC

ELECTRICAL MANHOLEEMH

EMH

CONTROLS MANHOLECMH

AUTOMATIC TRANSFER SWITCH

CT-PT METER

METER

CIRCUIT BREAKER

GROUND

ONE-LINE DIAGRAM SYMBOLS

GENERATOR

DELTA-WYE TRANSFORMER

SWITCH

FUSED SWITCH

SERVICE DROP

3/4" X 10' GROUND ROD

WATER PIPE

NEW PROPOSED AREA/SITE LIGHT

SINGLE OR DUAL HEAD FIXTURE AND

POLE.

UNDERGROUND PVC SCHEDULE 40

CONDUIT MIN. 30" BELOW GRADE WITH

WARNING TAPE ABOVE

CAP CONDUIT UNDERGROUND

GRADE JUNCTION BOX. PROVIDE

QUAZITE #PG1118BA12 W/ COVER

#PG1118HA17

EXISTING AREA/SITE SINGLE OR DUAL

HEAD FIXTURE AND POLE. EXISTING

MOUNTING BASE.

GRADE MOUNTED FLAG POLE FLOOD

LIGHTS. SEE LUMINAIRE SCHEDULE.

PROPOSED ELECTRICAL LEGEND

PC

Mc

WALL MOUNTED PHOTOCELL

MECHANICALLY HELD CONTACTOR

EXISTING POLE MOUNTED LIGHTS TO BE

REMOVED AND RELINQUISHED TO

OWNER IN A PLACE HE SO DIRECTS


EQUIPMENT GROUND

NEUTRAL CONDUCTOR

PHASE CONDUCTOR

EXISTING UTILITY SERVICE POLE

DECORATIVE POST-TOP PENDANTS

LIGHTED BOLLARD

UTILITY KILOWATT-HOUR METER

E

L

E

C

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

GENERAL NOTES &

LEGENDS

E0.1

RNS

GLS

A

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10

PROJECT:

DATE:

PROJECT NO.:

City Of Galesburg

Well #5


01/28/2019

0170277.00

DESCRIPTION:DATE:#

ISSUE:

BID SET

GROUP



SS

SOFT STARTEER

AutoCAD SHX TextGeneral Electrical Notes:

AutoCAD SHX TextJ

AutoCAD SHX TextNO.

AutoCAD SHX TextROOM

AutoCAD SHX TextNAME

AutoCAD SHX Text1

AutoCAD SHX TextAHU

AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX Text1

AutoCAD SHX TextCT

AutoCAD SHX TextCT

AutoCAD SHX TextJ

AutoCAD SHX TextFB

AutoCAD SHX TextR

AutoCAD SHX Text2

AutoCAD SHX TextE1.1

AutoCAD SHX TextA

AutoCAD SHX TextF

AutoCAD SHX TextM

AutoCAD SHX TextM

AutoCAD SHX Text200A

AutoCAD SHX TextM


AutoCAD SHX Text100 A

AutoCAD SHX Text100 A

AutoCAD SHX TextG

AutoCAD SHX TextT-1

AutoCAD SHX Text45 kVA 3%%c

AutoCAD SHX Text480 VAC

AutoCAD SHX Text208Y/120 VAC




AutoCAD SHX TextM

AutoCAD SHX Text| eredman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E0.1 Galesburg Water Supply Well_Legend - 0171277.dwg | 12/14/2018 9:47 AM |eredman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E0.1 Galesburg Water Supply Well_Legend - 0171277.dwg | 12/14/2018 9:47 AM | | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E0.1 Galesburg Water Supply Well_Legend - 0171277.dwg | 12/14/2018 9:47 AM |J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E0.1 Galesburg Water Supply Well_Legend - 0171277.dwg | 12/14/2018 9:47 AM | | 12/14/2018 9:47 AM |12/14/2018 9:47 AM | |

AutoCAD SHX TextXRef Files: ..\c101-203216-galesburg water supply well_base |

http://www.f-w.com

LANDING

STAIRS





8" CONC. SPASH

PAD

12'' W12'' W

12'' W12'' W

12'' W12'' W

528

529

530

531



1

2

3

T

EE

EE

EE

EE

EE

EE

EE

EE

E

E

1a 2a

3 4

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FO

FO

FO

1 2 1 2

3 4

FO

CABLES IN CONDUIT ENCASED

IN CONCRETE DUCT BANK .

SEE DUCT BANK SCHEDULE .

UNDERGROUND FIBER OPTIC AND

ELECTRIC CABLES DIRECT BURIED.

CABLES IN CONDUIT ENCASED

IN CONCRETE DUCT BANK

WITH REINFORCEMENT. SEE

DUCT BANK SCHEDULE

FLUSH GRADE MOUNTED J-BOX

"QUAZITE BOX"

UNDERGROUND DUCT BANK

CONCRETE ENCASED, SEE

SCHEDULE

30'' W 30'' W

WELL

WATER MAIN W/SIZE

1' CONTOUR

10' CONTOUR

531

530

1. WHERE CONDUIT STUBS ARE BEING PROVIDED FROM NEW HANDHOLE,

CARE SHALL BE TAKEN TO ENSURE THAT CONDUITS ARE ADEQUATELY

SEALED TO PREVENT SILTING IN. SPARE CONDUITS SHALL BE CAPPED AND

SEALED.

2. NEW HANDHOLES SHALL BE LOCATED WITHIN APPROXIMATELY 15' FROM

LOCATIONS SHOWN ON PLANS

3. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL DUCT BANK

AS INDICATED IN THIS AND OTHER DESIGN DOCUMENTS. CONDUITS SHALL

BE RMC STEEL. ELECTRICAL CONTRACTOR SHALL USE MATERIAL AND

METHODS REQUIRED TO ENSURE THAT DUCT BANK DOES NOT FLOAT AND IS

FULLY ENCASED AS REQUIRED BY THESE AND OTHER DESIGN DOCUMENTS.

ALL EXPENSE ASSOCIATED WITH SUPPLYING A COMPLETE AND FULLY

FUNCTIONAL DUCTING SYSTEM SHALL BE CONSIDERED INCIDENTAL TO THE

CONTRACT.

4. ELECTRICAL CONTRACTOR TO COORDINATE LOCATION OF OTHER

UNDERGROUND UTILITIES AT THE SITE WITH OPERATIONS PERSONNEL.

CONTRACTOR SHALL DO HIS OWN LOCATE.

5. LOCATION OF NEW HANDHOLES SHALL BE COORDINATED WITH THE

OWNER/OPERATIONS PERSONNEL.

6. CONCRETE TRUCK ACCESS FOR THE NEW DUCT BANK SYSTEM SHALL NOT

BE ALLOWED TO CROSS EXISTING DUCT BANK AT ANY POINT ALONG THE

INSTALLATION DURING FABRICATION. LOCATION OF THE EXISTING DUCT

BANK SHALL BE PROVIDED BY OPERATIONS PERSONNEL.

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

ELECTRICAL SITE

PLAN

E1.0

RNS

GLS

A

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10

PROJECT:

DATE:

PROJECT NO.:

City Of Galesburg

Well #5


01/28/2019

0170277.00

DESCRIPTION:DATE:#

ISSUE:

BID SET

GROUP



"NEW 24 FIBER" IN

2" CONDUIT

PROPOSED

WELL #5

EXISTING

QUASITE SPLICE

BOX FOR POWER

1a

2"C

FIBER OPTIC

CABLE

2a

2"C

3

SEE POWER ONE-LINE DIAGRAM SHEET

AND SPECIFICATION SECTION 260520

ELECTRIC4"C

4

SPARE4"C

FIBER OPTIC

CABLE

EXISTING 24 FIBER,

SEE SPECIFICATION SECTION 271300

2"C

FIBER OPTIC

CABLE

2"C

FIBER OPTIC

CABLE

1

2

NEW FIBER,


NEW FIBER,


NEW FIBER,


"NEW 24 FIBER" IN

2" CONDUIT

AutoCAD SHX TextW

AutoCAD SHX TextEXISTING

AutoCAD SHX Text48" STUMP

AutoCAD SHX TextEX

AutoCAD SHX Text523

AutoCAD SHX TextIRON ROD

AutoCAD SHX TextUTILITY MANHOLE

AutoCAD SHX TextSTUMP W/SIZE

AutoCAD SHX TextDECIDUOUS TREE

AutoCAD SHX TextBUILDING

AutoCAD SHX TextWATER LINE W/SIZE

AutoCAD SHX TextCONTOUR LINE

AutoCAD SHX TextTREE LINE

AutoCAD SHX TextCONCRETE

AutoCAD SHX TextCONC.

AutoCAD SHX TextEXIST.


AutoCAD SHX Text523.25

AutoCAD SHX TextTOP OF PAVEMENT ELEVATION

AutoCAD SHX TextW

AutoCAD SHX TextPROPOSED

AutoCAD SHX TextDUCT BANK

AutoCAD SHX TextLegend

AutoCAD SHX TextGeneral Notes:

AutoCAD SHX TextDuct Bank Schedule

AutoCAD SHX Text| nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E1.0 Galesburg Water Supply Well_Electrical Site Plan - 0171277.00.dwg | 1/25/2019 11:28 AM |nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E1.0 Galesburg Water Supply Well_Electrical Site Plan - 0171277.00.dwg | 1/25/2019 11:28 AM | | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E1.0 Galesburg Water Supply Well_Electrical Site Plan - 0171277.00.dwg | 1/25/2019 11:28 AM |J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E1.0 Galesburg Water Supply Well_Electrical Site Plan - 0171277.00.dwg | 1/25/2019 11:28 AM | | 1/25/2019 11:28 AM |1/25/2019 11:28 AM | |


http://www.f-w.comAutoCAD SHX Text0

AutoCAD SHX TextSCALE: 1"=10'

AutoCAD SHX Text5

AutoCAD SHX Text10

AutoCAD SHX Text20








12" M.J. GATE VALVE

PROPOSED 12"

D.I. WATER MAIN

INSTALLED IN

EXISTING CASING

UNDER ROAD

LANDING

STAIRS





8" CONC. SPASH

PAD

528

529

530

531



1

2

3

T

E

FOFO

FOFO

FOFO

FOFO

FOFO

FOFO

FO

FO

FO

CONTROL

BUILDING

SCADA PANEL

12

12

FOB BOX

(PUMP HOUSE)

1

2

1a 2a

PROPOSED

DUCT BANK

PROPOSED

GRADE MOUNT

J-BOX

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

WELL FIELD LAYOUT

AND FIBER OPTIC

ONE-LINE DIAGRAM

E1.1

RNS

GLS

A

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10

PROJECT:

DATE:

PROJECT NO.:

City Of Galesburg

Well #5


01/28/2019

0170277.00

DESCRIPTION:DATE:#

ISSUE:

BID SET

GROUP



PROPOSED

FOB BOX

WELL #5

WELL #5

PLC-5

FOJ

FO

FOFO

FOFO

2"C 24 FIBER (EXISTING)

2"C PULL NEW 24 FIBER IN CELL #2

(ANIXTER NO. 372-COROS2-LTDF-24)

1 2

1a 2"C NEW 24 FIBER FROM PUMP HOUSE


2a 2"C NEW 24 FIBER FROM WELL #4


FOFO

FOFO

"NEW 24 FIBER" IN

2" CONDUIT

"NEW 24 FIBER" IN

2" CONDUIT

NOTES:

1. OWNER TO PROVIDE FIBER OPTIC TERMINATIONS,

TESTING, FOB BOX, CAMERA, ETC.

2. FIBER OPTIC CABLE SHALL BE 24 STRAND SINGLE

MODE FO WIRE (ANIXTER NO. 372-COROS2-LTDF-24)

WITH 50 FT. OF SLACK. AT ALL TERMINATION

LOCATIONS.

3. ALL CITY EXISTING FO IS SINGLE MODE.

WELL #3

WELL #4

PROPOSED

WELL #5

PUMP

HOUSE

WELL #2

GENERATOR

BUILDING

1 2

"NEW 24 FIBER" IN

2" CONDUIT

"NEW 24 FIBER" IN

2" CONDUIT

EXISTING

QUASITE SPLICE

BOX FOR POWER

1 2

1 2

1a 2a

PROPOSED

DUCT BANK

1 2

24 24

24

24

24

24

3 4

EXISTING

DUCT BANK

EXISTING

DUCT BANK

NEW FO CABLE IN

EXISTING DUCT BANK

NEW FO CABLE IN

EXISTING DUCT BANK

NEW FO CABLE IN

EXISTING DUCT BANK

FO FO FO FO

NEW FO CABLE

IN EXISTING

DUCT BANK

NEW FO CABLE

IN EXISTING

DUCT BANK

2a

1a

AutoCAD SHX TextW

AutoCAD SHX TextEXISTING 12

AutoCAD SHX TextPLC-CONTROL

AutoCAD SHX TextWELL #1 PLC-1





AutoCAD SHX Text12

AutoCAD SHX Text12

AutoCAD SHX Text24

AutoCAD SHX TextRAINEY WELL PLC-R




AutoCAD SHX TextWell #5 Fiber Optic One-Line Diagram


AutoCAD SHX Text| nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E1.0 Galesburg Water Supply Well_Electrical Site Plan - 0171277.00.dwg | 1/25/2019 11:28 AM |nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E1.0 Galesburg Water Supply Well_Electrical Site Plan - 0171277.00.dwg | 1/25/2019 11:28 AM | | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E1.0 Galesburg Water Supply Well_Electrical Site Plan - 0171277.00.dwg | 1/25/2019 11:28 AM |J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E1.0 Galesburg Water Supply Well_Electrical Site Plan - 0171277.00.dwg | 1/25/2019 11:28 AM | | 1/25/2019 11:28 AM |1/25/2019 11:28 AM | |


http://www.f-w.comAutoCAD SHX TextJ

AutoCAD SHX TextJ

AutoCAD SHX TextJ

AutoCAD SHX TextEXISTING GRADE MOUNT J-BOX


AutoCAD SHX Text24

AutoCAD SHX Text24

AutoCAD SHX TextJ

AutoCAD SHX Text24




AutoCAD SHX TextWell Field Layout

AutoCAD SHX Text1"=100'

AutoCAD SHX Text24

AutoCAD SHX Text24

AutoCAD SHX Text24

G

G

G

G

LRP5-3

WL

LRP5-1

FL

FL

LRP5-8,10

WP

WP

WP

WP

WP

LRP5-3

PTAC

1

G

WP

EL

WL

LRP5-1

WL

LRP5-1

J

J

J

PC

J

NEMA 6-30

PANEL

LRP

PANEL

LRP5

LRP5-2

LRP5-3

LRP5-2

LRP5-4

LRP5-6

LRP5-5

SINGLE RECEPTACLE ON

CEILING

SINGLE RECEPTACLE ON

CEILING

WP

WP

12" D.I. 90° M.J.

ELBOW

12" D.I. 90° FLG

REDUCING ELBOW


RELEASE VALVE OR

EQUIVALENT, SEE

SPECIFICATIONS

10" NON RISING STEM

GATE VALVE WITH

HANDWHEEL ACTUATOR

PUMP TO WASTE

4" SCH 80

PVC FLOOR

DRAIN

45° ELBOW

4" SCH 80

PVC ELBOW

W/SCREEN

45° ELBOW

10" D.I. 90°

BEND

SMOOTH NOSED

SAMPLE TAP

0-500 PSI

PRESSURE

GAUGE

DOOR

S

L

O

P

E

T

O

D

R

A

I

N

WIN

DO

W

WIN

DO

W

WINDOW

1-1/2" NPT HOSE BIB

TAPPED BETWEEN

RW GATE VALVE AND

FLOOR SLEEVE PIPED

UP TO 12" A.F.F.

HANDWHEEL

ACTUATOR

10" DIA. D.I.P.

CLOW F-3012-T

FLAP VALVE OR

APPROVED EQUAL

12" CHECK VALVE

SMOOTH NOSED

SAMPLE TAP

10" D.I. 90°

BEND

150

PANEL

LRP5

SCADA

PANEL

CLEAR WORK SPACE IN FRONT OF 2400V PARTS

SPD

SS

SS

SS

SS

SS

LRP5-11,13,15

225KVA TRANSFORMER NEMA3R 2400V DELTA

PRI , 277 / 480 V SEC. WYE

(UTILIZING 12KV CABLE)

MOUNT ON UPPER CATWALK.

TO GROUND FIELD

MAIN DISCONNECT

PROVIDE VERTICAL 4 " RIGID STEEL

CONDUIT CONCRETE ENCASED

MINIMUM 3" WITH (3) 12KV CABLE (1)

GND SEE POWER ONE LINE DIAGRAM

SHEET E4.1

J

+48"AFF

FUTURE USE

SD

FL

12" D.I. 90° M.J.

ELBOW

12" D.I. 90° FLG

REDUCING ELBOW


RELEASE VALVE OR

EQUIVALENT, SEE

SPECIFICATIONS

10" NON RISING STEM

GATE VALVE WITH

HANDWHEEL ACTUATOR

PUMP TO WASTE

4" SCH 80

PVC FLOOR

DRAIN

45° ELBOW

4" SCH 80

PVC ELBOW

W/SCREEN

45° ELBOW

4'x12'x8" THICK

CONC. SPLASH PAD.

SLOPE TO DRAIN

10" D.I. 90°

BEND

SMOOTH NOSED

SAMPLE TAP

0-500 PSI

PRESSURE

GAUGE

DOOR

S

L

O

P

E

T

O

D

R

A

I

N

WWF 6X6-W1.4XW1.4

SLOPE TO DRAIN

WIN

DO

W

WIN

DO

W

WINDOW

1-1/2" NPT HOSE BIB

TAPPED BETWEEN

RW GATE VALVE AND

FLOOR SLEEVE PIPED

UP TO 12" A.F.F.

HANDWHEEL

ACTUATOR

10" DIA. D.I.P.

CLOW F-3012-T

FLAP VALVE OR

APPROVED EQUAL

12" CHECK VALVE

SMOOTH NOSED

SAMPLE TAP

10" D.I. 90°

BEND

SOFT MOTOR

STARTER.

F.O.B. BY

OWNER

JUNCTION BOX

PHASE CONDUCTOR

SLAB OR GRADE

CONDUIT - CONCEALED BELOW

CONDUIT - TURNING UP

CONDUIT - EXPOSED

CONDUIT - TURNING DOWN

EQUIPMENT GROUND

NEUTRAL CONDUCTOR

CIRCUIT NUMBER

PANELBOARD


LP-3

WEATHERPROOF WITH IN-USE COVER

SURGE SUPPRESSOR

GROUND FAULT CIRCUIT INTERRUPTER

DUPLEX RECEPTACLE (NEMA 5-20R) - MOUNTED 18" A.F.F.

GFI

WP

SS

EQUIPMENT - MOTOR

LUMINAIRE - SURFACE MOUNTED

MINIMUM 3/4"C CONCEALED IN WALL, IN FLOOR OR ABOVE

CEILING WITH MINIMUM (1) #12 HOT, (1) #12 NEUTRAL AND

(1) # 12 GRD AND CONDUIT GROUND TICK MARKS NOT

ALWAYS SHOWN ON CONDUITS. PROVIDE WIRING PER

NEC REQUIREMENTS.

SS

SECURITY SWITCH

SD

PHOTO SMOKE DETECTOR

THERMAL COUPLING WIRE IN CONDUIT

EXHAUST FAN

EF

MARK

UNIT

EQUIPMENT DESIGNATION

THERMOSTAT

ABOVE FINISHED FLOOR

AFF

MOTORIZED DAMPER (MD)

202019

NOTES:

TOTAL

SUB-TOTAL

1 SPARE

RIGHT

LOAD DESCRIPTION

SCADA

SPARE

SPARE

RECEPTACLE WEST

PUMP STATION INTERNAL LIGHTS

PUMP STATION EXTERNAL LIGHTS

PANEL WIDTH:

AIC:

FEEDER: TWO POLE 100AMP 480V

10,000

20"

LEFT

20

5

1

1

20

20

20

1

1

1

20

20

9

11

7

15

13

17

20

20

PO

LE

RA

TIN

G

AM

P

1

1

1

1

3

NU

MB

ER

CIR

CU

IT

A

BRANCH BREAKERS

ACB CB

MOUNTING:

FEED:

TYPE:

POLES:

VOLTS:

MAIN RATING:

NQOB-MINI POWER ZONE

SURFACE WALL MNT

BOTTOM

206

16

14

18

1

1

1

10

12

8

2

1

SPARE

SPARE

SPARE

SPARE

PTAC-1

20

20

20

30

20

12

4

PO

LE

NU

MB

ER

CIR

CU

IT

1

1

RECEPTACLE EAST

RECEPTACLE SOUTH

RECEPTACLE NORTH

20

20

RA

TIN

G

AM

P

LOAD DESCRIPTION

NEUTRAL BAR:

GROUND BAR:

MAIN BREAKER:

WIRE:

PHASE:

125A

120/240

2

3

1 125A

X

X

PHASE LOADPHASE LOAD

1.61.2 3.6 3.6

5.24.8

.1 .4

.4 .2

.2 .2

.2 2.4

2.4

.2 .2

.2 .2

.2 .2

.2 .2

.2 .2

SPARE

SCADA

SCADA

SPARE

1

1

20

20

2022211 SPARE

.2 .2SPARE

120

2024231 SPARE

.2 .2SPARE

120

2026251 SPARE

.2 .2SPARE

120

2028271 SPARE

.2 .2SPARE

120

NEMA 3R STAINLESS STEEL MINI POWER ZONE WITH 25 KVA

BUILT IN TRANSFORMER WITH PRIMARY 100 AMP BREAKER 2

POLE

MARK: WL MFGR: LITHONIA # TWR2LED LED 1 50K MVOLT DDB -OR- COOPER, HUBBLE LAMP: LED 79 WATTS MOUNT: WALL PACK VOLTS ; 120V REMARKS; PROVIDE PHOTOCELL

INTERMATIC #K4221C WITH STEM AND SWIVEL AT NORTH FACING FIXTURE, SWITCH ALL FIXTURES ON PHOTOCELL.

MARK: FL MRGR: LITHONIA # VRI248T8HO 120 GLR10PS O DEGREE BALLAST CS88-10' -OR-COOPER,THOMAS LAMP: (4)GEF48T8/SP40/HO MOUNT : CHAIN HUNG

VOLTS : 120V NEMA 5-15P PLUG REMARKS: PROVIDE (10') #16-3 CORD SET AND PLUG. MOUNT SINGLE RECEPTACLE HUBBLE #HBL5261 WITH " IN USE" WP COVER ON CEILING.

GFI RECEPTACLE HUBBEL #GF8700-I HOSPITAL GRADE WITH WEATHERPROOF SPRING COVER.

OMITTED

INCOMING 12KV CABLE CONDUIT SHALL TERMINATE INTO 225KVA TRANSFORMER ENCLOSURE. THIS CONDUIT SHALL NOT ENTER BUILDING.

INCOMING FIBER OPTIC CABLE CONDUIT SHALL TERMINATE DIRECTLY AT FOB BOX LOCATION. PROVIDE 50 FT. LOOP OF CABLE AT BOX LOCATION FOR OWNER.

MAIN DISCONNECT, 225KVA TRANSFORMER , SURGE PROTECTION DEVICE, PANEL LPR, SEE ONE LINE DIAGRAM FOR FURTHER INFORMATION SHEET E4.1

SCADA PANEL AND INTRUSION SYSTEM DEVICES AND CABLES BY OWNER.

MARK: EL MFGR: LITHONIA # EU2 LED M12 -OR- COOPER , THOMAS LAMP: LED 1.8 WATT MOUNT: WALL MOUNT VOLTS: 120V REMARKS: CIRCUIT WITH

UNSWITCHED LIGHTING CIRCUIT

PROVIDE RIGID METAL STEEL CONDUITS IN THS AREA, WITH MINIMUM 2 STANILESS STEEL SUPPORTS EVERY 8'. PROVIDE LIQUID TIGHT SEAL TIGHT MINIMUM 4 FEET LONG TO WELL PUMP

AND VALVE ACTUATOR WITH EXTERIOR MOUNTED SECOND BARE GROUND CONDUCTOR AND GROUNDING FITTINGS. ALL BOXES SHALL BE CAST ALUMINUM FS WEATHER PROOF TYPE. PAINT

ALL CONDUITS AND BOXES SILVER. VERIFY PUMP PULL HATCH LOCATION, DO NOT INSTALL ANY CONDUITS , DEVICES THAT WOULD BE INTERFERING WITH PUMP REMOVAL IN THIS AREA.

MARK: PTAC-1 MFGR: GENERAL ELECTRIC MODEL 4100 SERIES

COOLING WITH ELECTRIC HEAT ZONELINE PACKAGED TERMINAL

AIR CONDITIONER #AZ41E15DA-RAK204D30P

14,400 BTUH COOLING 10.5 EER/ 16000 BTUH-4700WATTS

HEATING MAX AMPS AT 240V SINGLE PHASE 21.2 AMPS

MINIMUM CKT 30 AMPS . PROVIDE WITH MINIMUM 6 FOOT CORD

AND NEMA 6-30P PLUG. CONTRACTOR SHALL PROVIDE MATING

RECEPTACLE WITH "IN-USE" WP COVER.

PROVIDE FOLLOWING ACCESSORIES: THERMOSTAT #RAK164D1

CONDUIT AND WIRE TO PTAC-1. VERIFY PTAC WALL BOX

DIMENSIONS: 42" WIDE X 16" TALL X 14" DEEP (IN WALL).

CONTRACTOR SHALL BUILD EXTERIOR SUPPORT SHELF WITH TWO

45 DEGREE LOWER BRACES FROM P1000 STAINLESS STEEL

UNISTRUT. ANCHOR INTO CONCRETE WALLS OF LOWER PUMP

HOUSE. INSTALL FOR REMOVAL OF UNIT THROUGH EXTERIOR.

OTHER APPROVED MFGRS: AMANA, TRANE.

SECURITY CAMERA

FLOOD ALARM FLOOR MOUNTED

MADISON MODEL #M4300

FL

.2

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

ELECTRICAL DETAILS

E2.1

RNS

GLS

A

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10

PROJECT:

DATE:

PROJECT NO.:

City Of Galesburg

Well #5


01/28/2019

0170277.00

DESCRIPTION:DATE:#

ISSUE:

BID SET

GROUP



AutoCAD SHX Text3

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AutoCAD SHX TextPump House Electrical Power and Security Plan



AutoCAD SHX TextPump House Electrical Light Fixture & Receptacle Plan


AutoCAD SHX Text1

AutoCAD SHX TextAHU

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AutoCAD SHX TextLegend

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AutoCAD SHX Text% =

AutoCAD SHX Text% =

AutoCAD SHX Text% =

AutoCAD SHX TextkVA x



AutoCAD SHX TextTOTAL CONNECTED LOAD:

AutoCAD SHX TextLIGHTING LOAD:

AutoCAD SHX TextTOTAL DEMAND LOAD:

AutoCAD SHX TextTOTAL LINE CURRENT:

AutoCAD SHX TextEQUIPMENT LOAD:

AutoCAD SHX TextRECEPTACLE LOAD:

AutoCAD SHX TextkVA

AutoCAD SHX TextA

AutoCAD SHX TextkVA

AutoCAD SHX TextkVA

AutoCAD SHX TextkVA

AutoCAD SHX TextkVA

AutoCAD SHX Text0.5

AutoCAD SHX Text100

AutoCAD SHX Text0.5

AutoCAD SHX Text1.0

AutoCAD SHX Text100

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AutoCAD SHX Text9.5

AutoCAD SHX Text100

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AutoCAD SHX Text11.0

AutoCAD SHX Text9.5

AutoCAD SHX Text11.0.

AutoCAD SHX TextPANELBOARD LRP5

AutoCAD SHX Text3


AutoCAD SHX TextPump House Electrical Details Section - Well Pump #5 Power Feed


AutoCAD SHX TextElectrical Keyed Notes:

AutoCAD SHX Text1

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AutoCAD SHX TextMechanical Keyed Notes :

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AutoCAD SHX TextSymbols and Abbreviations

AutoCAD SHX Text| nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E2.1 Galesburg Water Supply Well_Electrical Power-Light - 0171277.00.dwg | 1/22/2019 10:18 AM |nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E2.1 Galesburg Water Supply Well_Electrical Power-Light - 0171277.00.dwg | 1/22/2019 10:18 AM | | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E2.1 Galesburg Water Supply Well_Electrical Power-Light - 0171277.00.dwg | 1/22/2019 10:18 AM |J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E2.1 Galesburg Water Supply Well_Electrical Power-Light - 0171277.00.dwg | 1/22/2019 10:18 AM | | 1/22/2019 10:18 AM |1/22/2019 10:18 AM | |

AutoCAD SHX TextXRef Files: ..\s101-203216 |

http://www.f-w.com

1'-4

"

4.8

7"

6.3

7"

3"

#5 BARS @ 4 CORNERS TYP. OF ALL DUCTS

LAP 24" @ JOINTS

6.87"

6.37"

1'-8"

FINISHED GRADE

30

" M

IN

.

RIBBON CENTERED OVER

SAND FILL APPROX. 1'-0" ABOVE DUCT

NEW 4" PVC SCH. 40 CONDUITS

WITH STEEL ELBOWS IN 3" MIN.

CONCRETE ENCASEMENT

BACKFILL WITH EXCAVATED MATERIAL.

DIRECT BURIAL SHALL HAVE MINIMUM 12" SAND

UNDER ROADWAYS PROVIDE

REINFORCEMENT #4 BARS WITH #4

STIRRUPS EVERY 18 INCHES

PROVIDE CARLON PLASTIC CHAIR

SUPPORTS MINIMUM EVERY 4'

ALONG LENGTH

10'-0" EQUILATERAL

TRIANGLE

3/4"x10' GROUND RODS PER

SPECIFICATION SECTION 16452,

TOP OF ROD SHALL BE A MIN. 12"

BELOW GRADE

10'-0" MIN. FROM BUILDING, CONNECT TO

MAIN SERVICE/ SWITCH GROUND BAR,

BOND NEUTRAL TO GROUND AT

BUILDING MAIN SERVICE/ SWITCH POINT.

MINIMUM SIZE 12.5% OF PHASE

CONDUCTOR KCMIL.

#4/0 SOFT DRAWN COPPER

WIRE

1

0

'

-

0

"

1

0

'

-

0

"

10'-0"

BOND MAIN SERVICE/SWITCH

GROUND BAR TO BUILDING

STRUCTURE & WATER PIPE

SYSTEM PER NEC 250.

NOTE:

DIRECT BURIED CABLE

3/4"Ø x 10'-0" COPPERCLAD

GROUND ROD

C7 WHITE ROCK BACKFILL MINIMUM 24 "

#2 BTSC

RMC STEEL CONDUIT

BURY TOP FLUSH WITH GRADE

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

ELECTRICAL DETAILS

E3.1

RNS

GLS

A

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10

PROJECT:

DATE:

PROJECT NO.:

City Of Galesburg

Well #5


01/28/2019

0170277.00

DESCRIPTION:DATE:#

ISSUE:

BID SET

GROUP




AutoCAD SHX TextReinforced Duct Bank


AutoCAD SHX Text1


AutoCAD SHX TextGround Field Detail


AutoCAD SHX Text2

AutoCAD SHX TextELECTRIC


AutoCAD SHX TextGrade Mounted Junction Box Details


AutoCAD SHX Text5


AutoCAD SHX Text2400v SW PPE Category Arc Flash Label



AutoCAD SHX TextShort Circuit Fault Analysis Report



AutoCAD SHX TextT/I Over Current Protection Coordination


AutoCAD SHX Text3

AutoCAD SHX Text6

AutoCAD SHX Text4

AutoCAD SHX Text7


AutoCAD SHX TextArc Flash Evaluation Report


AutoCAD SHX Text| nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E3.1 Galesburg Water Supply Well_4 Duct Bank Details - 0171277.00.dwg | 1/22/2019 10:18 AM |nheitman | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E3.1 Galesburg Water Supply Well_4 Duct Bank Details - 0171277.00.dwg | 1/22/2019 10:18 AM | | J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E3.1 Galesburg Water Supply Well_4 Duct Bank Details - 0171277.00.dwg | 1/22/2019 10:18 AM |J:\2017\0170277.00 - Galesburg Well #5\04_Drawings\DWG\E3.1 Galesburg Water Supply Well_4 Duct Bank Details - 0171277.00.dwg | 1/22/2019 10:18 AM | | 1/22/2019 10:18 AM |1/22/2019 10:18 AM | |

AutoCAD SHX TextXRef Files:

http://www.f-w.com

400A

400A

100A

100A

NEW

SS

150

WELL #5

#2/0 GND

400A

400A

400Amp

JKS 400 AMP

J

PLC-5

LRP5

POWER ZONE SELF

CONTAINED 25KVA

TRANSFORMER AND

PANEL SINGLE

PHASE 480V PRI

100AMP AND SEC

125AMP

120/240v

100A

100A

N

G

BOND TO WATER PIPING

NEW WELL NO. 5 (EXTERIOR)

NEW WELL NO. 5

NEW WELL NO. 5

NEW WELL NO. 5

NEW WELL NO. 5

NEW

SOFT

STARTER

MAIN

DISCONNECT

REVIEWED:

DESIGNED:

DRAWN:

SHEET TITLE:

SHEET NUMBER:

FIELD BOOK NO.:

ELECTRICAL

ONE-LINE DIAGRAM

E4.1

RNS

GLS

A

1 2 3 4 5 6 7 8 9 10

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9 10

PROJECT:

DATE:

PROJECT NO.:

City Of Galesburg

Well #5


01/28/2019

0170277.00

DESCRIPTION:DATE:#

ISSUE:

BID SET

GROUP



AutoCAD SHX TextSS

AutoCAD SHX TextSS

AutoCAD SHX Text150

AutoCAD SHX TextSS

AutoCAD SHX Text150

AutoCAD SHX TextEXISTING WESTINGHOUSE SWITCHGEAR 2400V , 1200AMP

AutoCAD SHX TextOLD MAIN SWITCH 3 2400VACALLEN BRADLEY 5000V RATED , 1200AMP SECTION , 3 PHASE, 3 WIRE 60 HERTZ,

AutoCAD SHX Text75KVA 1 2.4KVPRI 120/ 240V

AutoCAD SHX Text25KVA 1 2.4KV 120/ 240v

AutoCAD SHX TextWELL #1




AutoCAD SHX TextFROM UTILITY SUBSTATION

AutoCAD SHX Text#2/0 GND

AutoCAD SHX TextMDP

AutoCAD SHX TextLP1


AutoCAD SHX TextLP2


AutoCAD SHX TextLP3

AutoCAD SHX TextVFD

AutoCAD SHX TextSCADA

AutoCAD SHX TextPLC-R

AutoCAD SHX TextLPR

AutoCAD SHX TextRAINEY WELL

AutoCAD SHX TextPLC-1



AutoCAD SHX Text1 PHASE 120/ 240v




AutoCAD SHX TextEXISTING MAIN PUMP HOUSE







AutoCAD SHX TextOLD ALLEN BRADLEY SWITCHGEAR 2400V 1200AMP

AutoCAD SHX TextJ

AutoCAD SHX Text250

AutoCAD SHX Text250

AutoCAD SHX Text150

AutoCAD SHX Text400Amp

AutoCAD SHX TextJKS 400 AMP

AutoCAD SHX TextJ

AutoCAD SHX TextJ

AutoCAD SHX TextJ




AutoCAD SHX TextLRP4

AutoCAD SHX TextPOWER ZONE SELF CONTAINED 25KVA TRANSFORMER AND PANEL SINGLE PHASE 480V PRI 100AMP AND SEC 125AMP 120/240v

AutoCAD SHX TextN

AutoCAD SHX TextG

AutoCAD SHX TextBOND TO WATER PIPING



AutoCAD

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