A.03.09 Plans.pdf

US ARMY CORPS

OF ENGINEERS

HUNTINGTON DISTRICT

LEVISA FORK

FISHTRAP, KY

PROJECT NUMBER: 111166

PREPARED

January 2024

THIS PROJECT WAS DESIGNED BY THE HUNTINGTON

DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS. THE

INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS

OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS

WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED

BY ER 1110-1-8152.

Dennis E. Hughes, P.E.

Chief, Engineering & Construction Division

Matthew B. Kisling, P.E.

Chief, Electrical Mechanical Section

READY TO ADVERTISE

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FISHTRAP, KY PROJECT

HUNTINGTON DISTRICT BOUNDARY

OH

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KY

PROJECT LOCATION

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PROJECT END LOCATION

SITE MAP

FISHTRAP LAKE

NOT TO SCALE

AREA MAP

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

VICINITY MAP

FISHTRAP, KY

FISHTRAP, KY

HUNTINGTON DISTRICT MAP

PROJECT LOCATION

FISHTRAP, KY

OFFICE LOCATION

USACE PROJECT

PROJECT START LOCATION

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ENVIRONMENTAL PROTECTION MEASURES

EPM NO. 20 - WASTE MATERIALS SHALL NOT BE DUMPED ON SLOPES.

EPM NO. 19 - NO BURNING OF MATERIALS AND HIGH HEAT BURNING IS REQUIRED FOR THIS PROJECT.

BITUMINOUS TREATMENT OR EQUAL METHODS SHALL BE PROVIDED TO CONTROL DUST (NOTE SEE EPM NO.17, EPM NO.12)

EPM NO. 18 - USE APPROVED TEMPORARY METHODS OF STABILIZATION CONSISTING OF SPRINKLING, CHEMICAL TREATMENT, LIGHT

WOULD CAUSE A HAZARD OR NUISANCE TO OTHERS.

BORROW-AREAS, AND ALL OTHER WORK-AREAS WITHIN OR OUTSIDE THE PROJECT BOUNDARIES ARE TO BE KEPT FREE FROM DUST WHICH

EPM NO. 17 - THE CONTRACTOR SHALL MAINTAIN ALL EXCAVATIONS, EMBANKMENTS, STOCKPILES, ROADS, PLANT SITES, WASTE-AREAS, PASSAGE AND SPAWNING OF GAME FISH. INCLUDING BUT NOT LIMITED TO USING EPM-NO. 15

EPM NO. 16 - THE CONTRACTOR SHALL PERFORM ALL WORK IN A MANNER TO PREVENT ANY INTERFERENCE OR DISTURBANCE TO THE SAFE

EPM-NO. 15 - NO STREAM CROSSING IS REQUIRED FOR THIS PROJECT.

EPM NO. 14 - NO INDIVIDUAL EQUIPMENT SHALL BE USED IN STREAMS WITH THE EXCEPTION OF VESSEL FOR FINAL TESTING.

EPM NO. 13 - WATERS USED TO WASH DOWN EQUIPMENT SHALL BE DISPOSED OF IN A MANNER TO PREVENT THEIR ENTRY INTO WATERWAYS.

DESTRUCTIVE MATERIAL FROM ENTERING THE WATERWAYS.

MATERIALS, WASTE WASHINGS, HERBICIDES, INSECTICIDES, LIME, WET CONCRETE, CEMENT, SILT OR ORGANIC OR OTHER ENVIRONMENTALLY

EPM NO. 12 - AT ALL TIMES OF THE YEAR, SPECIAL MEASURES SHALL BE TAKEN TO PREVENT CHEMICALS, FUELS, OILS, GREASES, BITUMINOUS

EPM NO. 11 - NO BORROW AREAS NEEDED FOR THIS PROJECT.

LANDSCAPE, UNLESS OTHERWISE SPECIFIED.

CONTRACTOR'S BUILDINGS SHALL BE REMOVED, AND THE SITES WILL BE RESTORED TO A NEAT AND PRESENTABLE CONDITION APPROPRIATE TO THE

EPM NO. 10 - WHEN WORK IS COMPLETED, WHETHER ON GOVERNMENT-OWNED LANDS OR ON PRIVATE LANDS, ALL CAMP, STORAGE AND OTHER

EPM NO. 9 - NO EXCAVATION IS REQUIRED TO COMPLETE THIS PROJECT.

MAINTAINED IN A SAFE AND PASSABLE CONDITION AT ALL TIMES.

EPM NO. 8 - WHERE GAME TRAILS OR HIKING TRAILS CROSS ON SITE WORK AREAS, SUCH TRAILS SHALL NOT BE COVERED BY DEBRIS AND SHALL BE

APPROXIMATELY MATCHING THE COLOR OF THE BARK.

EPM NO. 7 - ALL TREATED WOUNDS AND SPECIFIED PRUNING CUTS SHALL BE PAINTED WITH AN APPROVED TREE PRUNING COMPOUND OF A COLOR

EPM NO. 6 - NO TREE TRIMMING IS REQUIRED TO COMPLETE THIS PROJECT.

ARE TO REMAIN.

EPM NO. 5 - ROPES, GUYS OR OTHER MEANS SHALL BE USED WHERE NECESSARY TO RESTRAIN MATERIALS FROM DAMAGING TREES OR SHRUBS WHICH

EPM NO. 4 - NO TREE CLIMBING IS REQUIRED FOR THIS PROJECT.

EPM NO. 3 - NO ROPES, CABLES OR GUYS SHALL BE FASTENED TO OR ATTACHED TO TREES.

EPM NO. 2 - NO TREE CLEARING IS REQUIRED TO COMPLETE THIS PROJECT.

BE AWARE OF THE REQUIRED ENVIRONMENTAL PROTECTION MEASURES, AND SHALL EMPHASIS THEM ON A DAILY BASIS.

EPM NO. 1 - WHEN THE CONTRACTOR IS AT FISHTRAP LAKE LOCATION FOR THE REASSEMBLY AND REACTIVATION OF THE VESSEL, THE CONTRACTOR SHALL

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CIVIL

GENERAL NOTES

STORM WATER PIPE CONNECTIONS SHALL BE WATERTIGHT .16.

REPORTED IMMEDIATELY TO THE CONTRACTING OFFICER REPRESENTATIVE.

CONTRACT DOCUMENTS AND THE ACTUAL FIELD CONDITIONS MUST BE

BEFORE PROCEEDING WITH THE WORK. ANY DISCREPANCIES BETWEEN THE

FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS 15.

ALONG ALL AREAS TO BE REMOVED.

PAVEMENT EDGES SHALL BE SAW CUT FULL DEPTH IN AREAS OF DAMAGE AND

DAMAGED DURING CONSTRUCTION, NOT SLATED FOR DEMOLITION. ALL

THE CONTRACTOR SHALL REPLACE IN LIKE KIND ANY EXISTING PROPERTY 14.

ROAD, OR PUBLIC AREA.

THE CONTRACTOR SHALL NOT BLOCK OR ADVERSELY AFFECT ANY STREET,

SHALL BE COORDINATED WITH THE CONTRACTING OFFICER REPRESENTATIVE.

THE USE OF THE SITE FOR CONSTRUCTION STAGING OR OTHER OPERATIONS 13.

REQUIREMENTS OF ALL APPLICABLE AGENCIES.

INGRESS AND EGRESS FROM THE WORK AREA IN ACCORDANCE WITH THE

THE CONTRACTOR SHALL MAINTAIN A FREE, SAFE, AND APPROVED MEANS OF 12.

INLET STRUCTURES IN COMPLIANCE WITH FEDERAL, STATE AND LOCAL LAWS.

MATERIALS, EXCAVATED AREAS, CATCH BASINS, AND OTHER STORM WATER

FILTERING DEVICES SHALL BE MAINTAINED AT AREAS OF STOCKPILED

REPRESENTATIVE MAY DIRECT. SILT FENCES AND OTHER NECESSARY

DONE AS SOON AS PRACTICAL AND AS THE CONTRACTING OFFICER

THE CLEANUP AND DISPOSAL OF EXCESS EXCAVATED MATERIALS SHALL BE 11.

CONTRACTING OFFICER REPRESENTATIVE.

PROPERTY TO ITS ORIGINAL CONDITION TO THE SATISFACTION OF THE

FROM OPERATION AND RESTORE ALL SURFACES, STRUCTURES, DITCHES, AND

THE CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND MATERIALS RESULTING 10.

SHALL BE INTERRUPTED OVERNIGHT.

THAT INCONVENIENCE TO CUSTOMERS IS MINIMIZED. NO UTILITY SERVICE

IMMEDIATELY REPAIRED TO THE SATISFACTION OF THE UTILITY OWNER SUCH

UTILITY SERVICES BROKEN OR DAMAGED BY THE CONTRACTOR SHALL BE 9.

ADEQUATELY BRACED AND SUPPORTED TO PREVENT DAMAGE.

CONDUITS CROSSING THE TRENCH, OR OTHERWISE EXPOSED SHALL BE

REQUIRED, TO ELIMINATE CONFLICT OR INTERFERENCE. EXISTING PIPES OR

CONSTRUCTION OPERATIONS TO PERMIT ADJUSTMENTS IN LINE OR GRADE, IF

FEATURE. THIS WORK IS TO BE DONE SUFFICIENTLY IN ADVANCE OF THE

LOCATE AND EXPOSE THEM PRIOR TO CONSTRUCTION OF THE PROPOSED

NEAR THE LINE OF THE PROPOSED IMPROVEMENT, THE CONTRACTOR SHALL

WHERE EXISTING UTILITIES AND/OR STRUCTURES ARE INDICATED AS BEING 8.

PROPOSED CONSTRUCTION.

CONSTRUCTION TO VERIFY THE VERTICAL AND HORIZONTAL EFFECT ON THE

THE CONTRACTOR SHALL EXPOSE ALL UTILITIES OR STRUCTURES PRIOR TO

UTILITIES AND APPURTENANCES WHETHER SHOWN ON THESE PLANS OR NOT.

LOCATION, SUPPORT, PROTECTION, AND RESTORATION OF ALL EXISTING

PLANS. THE CONTRACTOR IS RESPONSIBLE FOR THE INVESTIGATION,

ACCURACY OR THE DEPTHS OF THE UNDERGROUND FACILITY SHOWN ON THE

DRAWINGS. THE GOVERNMENT ASSUMES NO RESPONSIBILITY AS TO THE

SHOWN ON THE PLANS AS ACCURATELY AS POSSIBLE FROM EXISTING AS-BUILT

FACILITIES KNOWN TO BE LOCATED IN THE CONSTRUCTION AREA HAVE BEEN

THE IDENTITY AND LOCATION OF THE EXISTING UNDERGROUND UTILITY 7.

CONSTRUCTION OF IDENTIFIED ITEMS.

CONTRACTOR AND THE COST OF SAME SHALL BE INCIDENTAL TO THE

ITEM OF CONSTRUCTION IS IDENTIFIED SHALL BE PERFORMED BY THE

ALL ITEMS OF WORK CALLED FOR ON THE PLANS FOR WHICH NO SPECIFIC 6.

MANUAL, EM 385-1-1.

THE US ARMY CORPS OF ENGINEERS SAFETY AND HEALTH REQUIREMENTS

PROJECT. THE CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION OF

REQUIRED OF THE CONTRACTOR AND ALL SUBCONTRACTORS ON THE

COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 IS 5.

30 DAYS PRIOR TO EARTHWORK ACTIVITIES FOR APPROVAL.

CONTRACTOR SHALL SUBMIT A SEQUENCE OF CONSTRUCTION PLAN AT LEAST 4.

CONTRACTING OFFICER.

SHOWN ON THESE DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL OF THE

ANY MODIFICATION TO THE SPECIFICATION OR CHANGES TO THE WORK AS 3.

OCTOBER 24, 2019.

TRANSPORTATION, DIVISION OF HIGHWAYS STANDARD DRAWINGS DATED

DETAILS IN THESE PLANS REFERS TO THE KENTUCKY DEPARTMENT OF

REFERENCES TO KENTUCKY DEPARTMENT OF TRANSPORTATION STANDARD 2.

THE VERTICAL CONTROL IS BASED ON NAVD 1988.

KENTUCKY STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983/2011.

THE TOPOGRAPHICAL MAPPING ON THE DRAWINGS IS BASED ON THE 1.

WATER AND SEWER

ELECTRICAL CONDUIT.

MAINTAIN 18”MIN VERTICAL SEPARATION BETWEEN SANITARY SEWER AND 5.

ELECTRICAL CONDUIT.

MAINTAIN 24”MIN VERTICAL SEPARATION BETWEEN WATERLINE AND 4.

COORDINATES OF CONNECTIONS TO EXISTING UTILITIES ARE APPROXIMATE.

MATERIAL AT CONNECTION POINTS PRIOR TO MATERIAL SUBMITTAL.

CONTRACTOR TO FIELD VERIFY EXISTING UTILITY LOCATION, SIZE, AND 3.

SHALL BE AT THE EXPENSE OF THE CONTRACTOR.

RELOCATION OF UTILITIES FOR THE CONVENIENCE OF THE CONTRACTOR 2.

PLAN WORKING ACTIVITIES TO PROTECT FROM DAMAGE.

CONSTRUCTION. THE CONTRACTOR SHALL TAKE NOTE OF SUCH UTILITIES AND

WITHIN THE CWL INCLUDING THOSE INSTALLED IN PREVIOUS PHASES OF

PRIOR TO NOTICE TO PROCEED. HOWEVER, THERE MAY BE ACTIVE UTILITIES

UNLESS OTHERWISE NOTED, ALL CONFLICTING UTILITIES WILL BE REMOVED 1.

OVERHEAD UTILITY

OPERATIONS.

CONTRACTING OFFICER PRIOR TO THE COMMENCEMENT OF REPAIR

THE CONTRACTOR SHALL COORDINATE WITH THE ROADWAY OWNER AND THE

THE CONTRACTOR SHALL REPLACE THE ENTIRE LAYER THAT IS DAMAGED.

AT THE CONTRACTOR'S EXPENSE. ALL PAVEMENT EDGES SHALL BE SAW CUT.

DAMAGED DURING CONSTRUCTION THAT WAS NOT SLATED FOR DEMOLITION,

THE CONTRACTOR SHALL REPLACE IN LIKE KIND ANY STREET PAVEMENT 24.

DAMAGED DURING CONSTRUCTION.

CHARACTER, ANY ITEM WITHIN OR UPON THE EXISTING PROPERTY THAT IS

CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE, IN LIKE KIND AND

PROPERTY RESULTING FROM THE CONSTRUCTION ACTIVITIES. THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING 23.

NOISE PROVISION OF THE STATE OF KENTUCKY.

CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL COMPLY WITH ALL

CONTRACTOR SHALL HAVE FULLY OPERABLE MUFFLERS ON ALL

NOISE AND DISTURBANCES TO THE AREA AND THE COMMUNITY. THE

NOISE. THE CONTRACTOR SHALL USE METHODS AND DEVICES TO REDUCE

SURVEILLANCE AND CONTROL TO MINIMIZE DAMAGE TO THE ENVIRONMENT BY

THE CONTRACTOR SHALL KEEP CONSTRUCTION ACTIVITIES UNDER 22.

ANY LOAD MOVEMENTS.

HIGHWAYS. ALL NECESSARY PERMITS MUST BE OBTAINED IN ADVANCE OF

WITH THE CONTRACTING OFFICER AND THE KENTUCKY DEPARTMENT OF

THE DELIVERY OF WIDE LOADS OR HEAVY LOADS SHALL BE COORDINATED

SURFACES. LOAD LIMITS POSTED ON PUBLIC ROADWAY MUST BE MAINTAINED.

OFFICER. ONLY RUBBER-TIRED EQUIPMENT MAY BE USED ON PUBLIC ROAD

STREETS OR ROADS UNLESS SPECIFICALLY APPROVED BY THE CONTRACTING

NO TRACK-DRIVE EQUIPMENT WILL BE ALLOWED TO OPERATE ON PUBLIC 21.

SUFFICIENT VISUAL WARNING OF THE HAZARD DURING BOTH DAY AND NIGHT.

PLACED, CLEARLY VISIBLE WITH ADEQUATE ILLUMINATION TO PROVIDE

PEDESTRIAN AND VEHICULAR TRAFFIC. BARRICADES SHALL BE SECURELY

ACTIVITIES OR OTHERWISE NECESSARY TO ENSURE THE SAFETY OF BOTH

ROADS, PARKING AREAS, OR SIDEWALKS IS PREVENTED BY CONSTRUCTION

REQUIRED WHENEVER SAFE PUBLIC ACCESS TO PAVED AREAS SUCH AS

LIMIT PUBLIC ACCESS TO HAZARDOUS AREAS. SUCH BARRICADES SHALL BE

THE CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY BARRICADES TO 20.

DEVICES.

THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL

MAINTAIN SAFE TRAFFIC CONDITIONS IN ACCORDANCE WITH EM 385-1-1 AND

DEVICES, AND FURNISH WATCHMEN AND FLAGMEN AS MAY BE NECESSARY TO

SIGNS, BARRICADES, TEMPORARY GUARDRAILS, OTHER TRAFFIC CONTROL

THE CONTRACTOR SHALL FURNISH, ERECT, MAINTAIN, AND REMOVE LIGHTS, 19.

CLEANED AWAY DAILY.

DIRT, MUD, OR GRAVEL WHICH IS TRACKED ONTO PAVED SURFACES, SHALL BE 18.

CONDITIONS.

CERTIFICATION AND THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND

THE CONTRACTOR. GOVERNMENT SHALL PROVIDE THE 401 WATER QUALITY

ACTIVITY SHALL BEGIN UNTIL THE NPDES SECTION 402 PERMIT IS OBTAINED BY

CONTRACTOR SHALL OBTAIN NPDES SECTION 402 PERMIT. NO EARTHWORK 17.

INDICATED ON THE DRAWINGS.

LIGHTS OR CAMERAS WILL BE REMOVED BY THE CONTRACTOR. THESE ARE

MULTIPLE PRIVATELY OWNED POLES WITH OVERHEAD CONDUCTORS AND 5.

ELECTRIC UTILITY.

AREAS TO BE DEMOLISHED, SUCH LINES AND POLES WILL BE REMOVED BY THE

WHERE OVERHEAD UTILITY POLES AND CONDUCTORS ARE LOCATED WITHIN 4.

AROUND NEWLY PLACED POLES, LIMITED OVERHEAD CLEARANCES, ETC.).

ALTHOUGH SOME INCONVENIENCE SHOULD BE ANTICIPATED (I.E. FILLING

OVERHEAD CONDUCTOR LOCATIONS WILL ALLOW ALL WORK TO PROCEED,

VERTICALLY RELOCATED OVERHEAD UTILITIES. RELOCATED POLE AND

SHOULD ANTICIPATE WORKING IN THE VICINITY OF HORIZONTALLY AND/OR

THE CONTRACTOR’S WORK MAY PROCEEDED. HOWEVER, THE CONTRACTOR

REMOVED OR RELOCATED HORIZONTALLY AND/OR VERTICALLY SUCH THAT

DIRECTLY CONFLICTING OVERHEAD UTILITY LINES AND POLES WILL BE 3.

ANY SPECIFIC WORK AREA.

SERVICE FOR A PERIOD OF UP TO 90 DAYS FROM NOTICE TO PROCEED WITH

CONFLICTING WITH AREAS OF WORK WILL BE ENERGIZED AND MUST REMAIN IN

THE CONTRACTOR SHOULD ANTICIPATE OVERHEAD UTILITY LINES DIRECTLY 2.

AS SUCH, NOT ALL CONDUCTORS OR POLES MAY BE SHOWN WITHIN THE CWL.

OVERHEAD UTILITY POLES AND CONDUCTORS ARE SHOWN AS APPROXIMATE. 1.

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SECTION IS SHOWN

SHEET ON WHICH

SECTION IS CUT

SHEET ON WHICH

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FLOW

N-S300

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M.B.

CWL

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SSFM

SDFM

RR SPIKE

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STORM SEWER - EXISTING

SANITARY SEWER - EXISTING

SANITARY SEWER - PROPOSED

FORCE MAIN

SANITARY MANHOLE

STORM SEWER - PROPOSED

FORCE MAIN

DITCH OR SWALE

SURFACE DRAINAGE FLOW

CATCH BASIN OR DROP INLET

STORM MANHOLE

CULVERT

CULVERT END

HEADWALL

DIRECTION OF FLOW

PIPE TO BE PLUGGED AND ABANDONED

PIPE TO BE REMOVED

MANHOLE OR CULVERT OUTLET STRUCTURE

NEW RELIEF WELL

SILT FENCE

WATER LINE - EXISTING

WATER LINE - PROPOSED

GAS LINE - EXISTING

GAS LINE - PROPOSED

FIBER OPTIC PROPOSED

FIBER OPTIC EXISTING

CABLE TV - EXISTING

CABLE TV - PROPOSED/RELOCATED/TO BE RAISED

ELECTRIC - EXISTING

ELECTRIC - PROPOSED/RELOCATED/TO BE RAISED

TELEPHONE/COMMUNICATION - EXISTING

TO BE RAISED

TELEPHONE/COMMUNICATION - PROPOSED/RELOCATED/

POWER LINE TO BE ABANDONED

VALVE

GAS METER

WATER METER

ELECTRIC MANHOLE

CURB

ROAD

UNIMPROVED ROAD

TRAIL

RAILROAD

RAILROAD

RAILROAD

US HIGHWAY

STATE HIGHWAY

INTERSTATE HIGHWAY

GUARDRAIL

IN SITU ROCK

EXISTING GROUND

FINISHED GRADE

UNIFORM SLOPE DESIGNATON

STONE SLOPE PROTECTION LIMITS (PLAN)

CONTAMINATED SOIL

IRON PIN AND CAP

RAILROAD SPIKE

HORIZONTAL-HORIZONTAL/VERTICAL CONTROL

SPOT ELEVATION LOCATOR

LIGHT ON POWER POLE

GPS MONUMENT

CONCRETE MONUMENT

CORE DRILL HOLE DRILLED

CONTROL POINT

MONUMENT

CORE DRILL HOLE UNDRILLED

EXISTING RELIEF WELL

INSTRUMENTATION

SEEPAGE BLANKET COORDINATE

CONTRACTOR WORK LIMIT COORDINATE

SILT FENCE

GOVERNMENT BOUNDARY

CONTRACTOR WORK LIMITS

RIGHT OF WAY

CENTERLINE, BASELINE OR AXIS

CONCRETE

GRAVEL

GROUT

PHANTOM LINE

WOODEN HUB

TRANSMISSION TOWER

FLOOD GATE

STREET LIGHT

GUY WIRE

CENTERLINE

SIGN POST

FIRE HYDRANT

LIGHT POLE

TRANSFORMER

TRAFFIC SIGNAL

MAIL BOX

POST

POWER POLE

EDGE OF WATER

SWAMP

CORPORATE BOUNDARY LIMITS

FENCE

TREELINE

BRUSH LINE

TREE / BUSH

TREE WITH BASE

TANKS

POINT OF CURVATURE

POINT OF INTERSECTION

PLATE OR PROPERTY LINE

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OPENING

OPPOSITE

OUNCE

REINFORCED CONCRETE PIPE

REINFORCING

REQUIRED

ROOF FRAME

RIGHT

SOUTH

SECTION

SQUARE FEET

OC

OD

OF

OPG

OPP

OZ

PC

PI

P

PSI

PSF

QUAN

RCP

RD

REINF

REQ'D

RF

RT

SECT

SF

L

PROJ

RGC RIGID GALVANIZED CONDUIT

POB POINT OF BEGINNING

POE

POT

OP OVERHEAD POWER

RADIUS

ROAD

SAN SANITARY

SAS SANITARY SEWER

PVC

AMERICAN CONCRETE INSTITUTE

ALTERNATE

ALUMINUM

AMERICAN WATER WORKS ASSOC.

AT

BENCH MARK

CENTERS

CENTERLINE

CONSTRUCTION JOINT

CLEAR

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

CORROSION RESISTANCE STEEL

CONTRACTOR'S WORK LIMITS

CUBIC YARD

DUCTILE CAST IRON PIPE

DROP INLET

DIAMETER

DIMENSION

DRAWING

ACI

ALT

ALUM

AWWA

BM

C

CJ

COL

CONC

CONST

CONT

CRS

CWL

CY

DCIP

DI

DIA

DIM

DWG

L

C

CTRS

CL, CLR

CC CENTER TO CENTER

CMP CORRUGATED METAL PIPE

CHANNEL

AVE AVENUE

CR COUNTY ROUTE

ACMP ALUMINIZED CORRUGATED METAL PIPE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

QUANTITY

PROJECTION

POINT OF TANGENCY

POINT OF ENDING

POLYVINYL CHLORIDE PIPE

B,BOT BOTTOM

BCCMP

BITUMINOUS COATED CORRUGATED METAL PIPE

SHEET

SIMILAR

SPACES

SQUARE

STATION

STANDARD

STIRRUPS

STEEL

STRAIGHT, STRUCTURAL

SQUARE YARD

SYMMETRICAL

TOP OR TREAD

TOP OF EXCAVATION

TYPICAL

UNLESS NOTED OTHERWISE

VERTICAL

VARIES

VERTICAL CURVE

VERTICAL POINT OF TANGENCY

VERTICAL POINT OF CURVATURE

VERTICAL POINT OF INTERSECTION

SHT

SIM

SPC

SQ

SS

STA

STD

STIR

STL

STR

SY

SYM

TOE

TYP

UNO

V, VERT

VAR

VC

VPT

VPC

VPI

STAINLESS STEEL, SIDE SLOPE

UP UNDERGROUND POWER

ST STORM

SR STATE ROUTE

WATERWAT

W/L WATER LINE

TOP OF SLAB

TOC

TOS

TOP OF CONCRETE, TOP OF CASTING

EAST

EACH

EACH FACE

E

EA

EF

EXPANSION JOINT

ELEVATION

EQUAL

EACH WAY

EXISTING

EXPANSION

FINISHED

FEET, FOOT

GAUGE OR GAGE

GALVANIZED

HORIZONTAL

INSIDE FACE

ISOLATION JOINT

INVERT

IRON PIN

JOINT

POUND

TENSILE DEVELOPMENT LENGTH

LEFT

EJ

EJFS

EL, ELEV

EQ

EW

EX, EXIST

EXP

FIN

FT

GA

GALV

H, HORIZ

HS

IF

IJ

INV

IP

JT

LB

Ld

LT

EXPANSION JOINT FILLER STRIP

LLH LONG LEG HORIZONTAL

HEX HD HEXAGONAL HEAD

GRD GROUND

ELE

EOR

ELECTRICAL

EDGE OF ROAD

HIGH STRENGTH

LIMITED WORK LIMITSLWL

MAXIMUM

MANHOLE

MINIMUM

MARK

NORTH

NUMBER

MAX

MH

MK

N

MIN

MJ MECHANICAL JOINT

#, NO

GENERAL LEGEND

SANITARY ROADS AND RAILWAYS MAPPING

DRAINAGE

EARTHWORK

ABBREVIATIONS

UTILITIES SURVEY SYMBOLS

SECTION DESIGNATIONS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

O V

E R

A L

L S

IT

E

P L

CS101

A

R C

H

M O

F R

E H

C

S

.d

M O

O

A1

SCALE: 1" = 200'

OVERALL SITE PLAN

SEE DWG. CS102

SITE PLAN 1

SEE DWG. CS103

SITE PLAN 2

SEE DWG. CS104

SITE PLAN 3

SEE DWG. CS105

SITE PLAN 4

SEE DWG. CS106

SITE PLAN 5

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLY

N

FISHTRAP LAKE

400'0 200'

KROF ASIVEL

KROF ASIVEL

DAOR PARTHSIF

D A

O R

P A

R T

H

SI

F

D A

O R

P A

R T

H

SI

F

M A

D

PA

RT

HSI

F

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

IT

E P

L A

CS102

A

R C

H

M O

F R

E H

C

S

.d

M

O O

SCALE: 1" = 50'

SITE PLAN 1

SHELTER #1

SEE DWG. E-101

NEW POLE & PNL.

& EQUIPMENT.

DEMO EXISTING POLE

GAGING STATION

E-102SEE DWG.

NEW POLE & PNL.

& EQUIPMENT.

DEMO EXISTING POLE

SERVICE DROP BY KPC

SERVICE DROP BY KPC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLY

N

50' 100'0

M A

T C

H L

IN

E

S E

E C

S

KROF ASIVEL

K R

O F

A

SI

V E

L

DAOR PARTHSIF

DA

OR

PART

HSI

F

DAOR P

ART

HSIF

- NEW POLE BY CONTRACTORC

- NEW POLE BY KENTUCKY POWER COMPANYK

LEGEND:

C

C

K

K K

K K

K

CONTRACTOR WORK LIMITSCWL

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

E P

L A

CS103

A

R C

H

M O

F R

E H

C

S

.d

M O

O

SITE PLAN 2

SEE DWG. E-104

& EQUIPMENT.

DEMO EXISTING POLE

SEWER LIFT STATION

SEE DWG. E-105

NEW POLE & PNL.

RESTROOM

SEE DWG. E-103

NEW POLE & PNL.

& EQUIPMENT.

DEMO EXISTING POLE

SERVICE DROP BY KPC

LAYDOWN AREA

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLY

N

50' 100'0

M A T C

H L

IN

E S

E E C

S

M A

T C

H L

IN

E

S E

E C

S

DA

O

R

PA

RT

HSI

F

DAOR PARTHSIF

DA

OR

PART

HSI

F

KROF

A

SI

VEL

KROF ASIVEL

OFFICE & MAINTENANCE

C

C

C

K

K

K

K

K

K

K

K

K

CONTRACTOR WORK LIMITSCWL

- NEW POLE BY CONTRACTORC

- NEW POLE BY KENTUCKY POWER COMPANYK

LEGEND:

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

E P

L A

CS104

A

R C

H

M O

F R

E H

C

S

.d

M O

O

SITE PLAN 3

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLY

N

50' 100'0

M A

T C

H L

IN

E

S E

E C

S

M A

T C

H L

IN

E

S E

E C

S

DAOR PARTHSIF

DAOR PARTHSIF

DAOR PARTHSIF

KROF ASIVEL

KR

OF

A

SI

VEL

- NEW POLE BY CONTRACTORC

- NEW POLE BY KENTUCKY POWER COMPANYK

LEGEND:

K

K

K

K

CONTRACTOR WORK LIMITSCWL

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

E P

L A

CS105

A

R C

H

M O

F R

E H

C

S

.d

M O

O

SITE PLAN 4

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLY

N

50' 100'0

M A T

C H L

IN

E S

E E C

S

M A T C

H L

IN

E S

E E C

S

FISHTRAP LAKE

DAOR PARTHSIF

DAOR P

ARTHSIF

M A

D P

A R

T H

SI

F

- NEW POLE BY CONTRACTORC

- NEW POLE BY KENTUCKY POWER COMPANYK

LEGEND:

K

K

K

K

K

CWL CONTRACTOR WORK LIMITS

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

E P

L A

CS106

A

R C

H

M O

F R

E H

C

S

.d

M O

O

SITE PLAN 5

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLY

N

FISHTRAP LAKE

50' 100'0

M A

T C

H L

IN

E

S E

E C

S

DAOR P

ARTHSIF

D A

O R

P A

RT

H

SIF

- NEW POLE BY CONTRACTORC

- NEW POLE BY KENTUCKY POWER COMPANYK

LEGEND:

K

K

K

K

CWL CONTRACTOR WORK LIMITS

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

E C

T R

IC

A

L D

E T

A

IL

S F

O R

S H

E L

T E

R

E-101

A

R C

H

M

O F

R E

H E

-1 .d

M O

O

NEW METER BASE

10 kAIC

6 SPACES

NEMA 3R

120 / 240 1Ø

NEW 100A MCB PANELBOARD

10'

PULL NEW WIRE TO SHELTER #1.

TIE TO EXISTING UNDERGROUND CONDUIT.

A3

NOT TO SCALE

NEW SERVICE FOR SHELTER #1

J12

DEMO DETAILS FOR SHELTER #1

DEMO EXISTING METER

POWER PANEL

DEMO EXISTING

RECEPTACLES

LIGHTS AND

TIMERS FOR

DEMO EXISTING

DEMO EXISTING POLE

NEW POLE

A9

ONE LINE FOR SHELTER #1

RODS

8' GND

EXISTING CONDUIT

2 #12, 1#14G, 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLY

GRADE

M

GFCI

20A, 1P, SPARE

GFCI,

20A, 1P, AT SHELTER

RECEPTACLES

EXISTING

100A, 2P, 10 kAIC

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

E C

T R

IC

A

L D

E T

A

IL

S F

O R

G A

G

IN

G S

T A

T

IO

E-102

A

R C

H

M

O F

R E

H E

-1 .d

M O

O

10'

A3

NEW SERVICE FOR GAGING STATION

POLE & EQUIPMENT

DEMO EXISTING

BREAKER BOX

DEMO EXISTING

NEW POLE

A9

ONE LINE FOR GAGING STATION

8' GND

J12

NOT TO SCALE

DEMO DETAILS FOR GAGING STATION

(2) #2 AL, (1) #2 N

60A SE CABLE

WEATHERHEAD

EXISTING

DEMO EXISTING TRANSFORMER

LOAD CENTER.

LOADS TO NEW

RECONNECT

CENTER.

OF NEW LOAD

REPRESENTATION

DEMO EXISTING CB

6 SPACES

NEMA 3R

120 / 240 1Ø

NEW 100A MCB PANELBOARD

THE PANELBOARD, NOT METER.

THIS CONDUIT TERMINATES IN

SERVICE DROP TO METER

NEW CONDUIT FOR KPC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLY

GRADE

BUILDING

STATION

GAGING

M

60A, 2P

100A, 2P, 10kAIC

20A, 1P

PANELBOARD

100A

6 SPACES

NEW LOAD CENTER

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

E C

T R

IC

A

L D

E T

A

IL

S F

O R

R E

S T

R O

E-103

A

R C

H

M

O F

R E

H E

-1 .d

M O

O

A3

NEW SERVICE FOR RESTROOM

DEMO EXISTING PANEL

DEMO EXISTING CB

NEW POLE

A9

NOT TO SCALE

ONE LINE FOR RESTROOM

RODS

8' GND

G13

NOT TO SCALE

DEMO DETAILS FOR RESTROOM

CABLE

60A SE

WEATHERHEAD

EXISTING

LOAD CENTER.

LOADS TO NEW

RECONNECT

CENTER.

OF NEW LOAD

REPRESENTATION

AT NEW LOCATION.

TO NEW LOAD CENTER

RECONNECT LOADS

DEMO EXISTING PANEL.

ENTRYWAY

UTILITY ROOM

RESTROOM

TRANSFORMER

DEMO EXISTING

SERVICE DROP TO METER

NEW CONDUIT FOR KPC

THE PANELBOARD, NOT METER.

THIS CONDUIT TERMINATES IN

10 SPACES

NEMA 3R

120 / 240 1Ø

NEW 100A MCB PANELBOARD

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLY

GRADE

BUILDING

RESTROOM

20A

20A

20A

20A20A

20A

20A

SPARE

GFI

GFI

GFI

CENTER

NEW LOAD

M

60A, 2P

10 kAIC

100A, 2P, PANEL

POWER

30A

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

E C

T R

IC

A

L D

E T

A

IL

S F

O R

S E

W E

R L

IF

T

S T

A T

IO

E-104

A

R C

H

M

O F

R E

H E

-1 .d

M O

O

PULL NEW WIRE TO SEWER LIFT STATION.

TIE TO EXISTING UNDERGROUND CONDUIT.

A3

NEW SERVICE FOR SEWER LIFT STATION

J12

DEMO DETAILS FOR SEWER LIFT STATION

POLE & EQUIPMENT

DEMO EXISTING

NEW POLE

A9

ONE LINE FOR SEWER LIFT STATION

8' GND

POLE & EQUIPMENT

DEMO EXISTING

6 SPACES

NEMA 3R

120 / 240 1Ø

NEW 100A MCB PANELBOARD

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

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N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLY

GRADE

M

2P

60A, 1P

20A, 100A, 2P, 10 kAIC

CONNECT TO EXISTING CIRCUITS

PANELBOARD

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

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T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

F

IC

E S

IT

E

P L

E-105

S

P A

R

M

O F

R E

H E

-1 .d

M

O O

A10

OFFICE SITE PLAN

B

C

D

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E D

B Y

C H

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K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLY

N

CARPORT

BUILDING

POLE

CARPORT

BUILDINGS

MAINTENANCE

BUILDING

RANGER

BUILDING

GENERATOR

BUILDING

OFFICE

FISHTRAP ROAD

NOTES:

1. SEE DWG E-110 FOR FEEDER SCHEDULE.

LC-1

LOAD CENTER

EXISTING

LP-1

PP-2

POWER PANNEL PP-1

SERVICE METER

FOR EXPANDED VIEW

SEE DWG E-107

LP-2

LP-2-1

1#2G, 3" PVC

3-500 AWG,

PP-2-3

NEW

NEW

PP-2-2

UNDERGROUND

AREAL CABLE

LEGEND:

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

K

IS

L

N E

R A

T O

R B

U

IL

D

E-106

I.

S

T E

W A

M

O F

R E

H E

-1 .d

I.

T E

W A

3'-6"

7'-3"

F6

EXISTING GENERATOR BUILDING PLAN

F14

NEW GENERATOR BUILDING PLAN

UNDERGROUND CONDUIT

CONDUCTORS IN EXISTING

NEW COPPER

DISCONNECT

NEW GENERATOR

CONDUIT, OVERHEAD

NEW GENERATOR

DIMENSIONS SHOW)

OUTLINE (MAXIMUM

NEW GENERATOR

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

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E C

K E

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D R

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N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLY

THE GOVERNMENT FOR APPROVAL.

LOUVER SIZING AND GENERATOR AIRFLOW CALCULATIONS SHOULD BE SUBMITTED TO 7.

STRUCTURAL SPECIFICATIONS.

ALL WALL PENETRATIONS MUST BE FINISHED AND SEALED AS REQUIRED BY THE 6.

OPENING WHERE MOST PRACTICAL.

SUITABLE, REMOVE ALL PIPES AND SEAL OPENING. IF NECESSARY, MAKE NEW EXHAUST

EXISTING EXHAUST OPENING MAY BE USED. IF EXISTING EXHAUST OPENING IS NOT 5.

REQUIREMENTS OF THE STRUCTURAL SPECIFICATIONS.

OPENING AND LOUVRES. ALL STRUCTURAL MODIFICATIONS MUST COMPLY WITH THE

VENTILATION. MANUFACTURER'S RECOMMENDATION SHOULD BE FOLLOWED FOR SIZING

MAKE NEW OPENINGS AS SMALL AS POSSIBLE WHILE PROVIDING ADEQUATE

MODIFY THE EXISTING WALL AS NEEDED TO INSTALL MANUAL VENTILATION LOUVRES. 4.

ELECTRICAL ENCLOSURES.

MINIMUM WORKING DISTANCE OF 3'-6" MUST BE MAINTAINED IN FRONT OF ALL 3.

THAN SHOWN. A GENERATOR LARGER THAN SHOWN WILL NOT BE APPROVED.

NEW GENERATOR. IT IS POSSIBLE THAT THE ACTUAL GENERATOR WILL BE SMALLER

THE OUTLINE SHOWN IS BASED ON THE MAXIMUM ALLOWABLE DIMENSIONS FOR THE 2.

REQUIRE DEVIATION FROM THIS PLAN.

THIS IS A GENERAL LAYOUT ONLY. DIMENSIONS OF THE GENERATOR SELECTED MAY 1.

NOTES:NOTES:

EXISTING MANUAL TRANSFER SWITCH

FUSED DISCONNECT

EXISTING GENERATOR

EXISTING GENERATOR OUTLINE

O F

F

IC

E B

U

IL

D

IN

G

O F

F

IC

E B

U

IL

D

IN

G

SEE NOTE 4

FOR AIRFLOW REQUIREMENTS.

MANUFACTURE'S RECOMMENDATION

TO GENERATOR DIMENSIONS AND

VENTILATION LOUVRES. SIZE ACCORDING

MODIFY EXISTING WALL TO ADD

EXISTING MANUAL TRANSFER SWITCH

MINIMUMSEE DWG E-107

PP-2-1

UG TO SERVICE POLE

PP-2

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

F

IC

E B

U

IL

D

IN

G E

L E

C T

R

IC

A L

P L

E-107

.S

P A

R

M O

F R

E H

E

-1

.d

M O

O

125A BUS

EXISTING HEATER PANEL

D10

OFFICE BUILDING ELECTRICAL PLAN

(3) 1/0, (1) #6 GND, 1-1/2"C

PP-2-1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLY

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CUI//SP-PROCURE/FED ONLY

OFFICE

ROOM

CONFERENCE

OFFICE

BUILDING

GENERATOR

SHELTER

PICNIC

OFFICE

MAINT. LDR

OFFICE

SR. RANGER

KITCHEN

RESTROOM

RESTROOM

RESTROOM

LOBBY

CASE

DISPLAY

RECREATION

OFFICE

MANAGER

OFFICE

MAINTENANCE

SUPPLIES

OFFICE

ROOM

SUPPLY

N

NOTES:

2.

1.

CIRCUIT AND RELABLE ALL WIRING.

FOR EACH OUTLET (RECEPTACLE), REMOVE COVER, VERIFY

OUTLET TO NEW SURFACE OUTLET FOR KITCHEN STOVE.

EXTEND FLEX CONDUIT FROM EXISTING SURFACE MOUNTED

NOTE 1

EXISTING

NEW

NEW GFCI 15A

X

SEE NOTE 2

NUMBER OF RECEPTACLES IN ROOM.

LEGEND:

120V, 15A RECEPTACLE - SURFACE MOUNTED.

114113

120C L

O S

E T

C L

O S

E T

XXX ROOM NUMBER

E-108

SEE DWG

E-108

SEE DWG

PP-2

LP-OFFICE

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

E-108

E C

T R

IC

A

L D

E M

O P

L

S

P A

R K

S

D

M O

O T

Z

H M

O F

R E

H E

-1 .d

F5

ELECTRICAL DEMO PLAN - ROOM 110

F16

ELECTRICAL DEMO PLAN - ROOM 117

TO NEW PANEL.

RECONNECT LOAD CIRCUITS

LP - OFFICE.

REPLACE PANEL WITH NEW

DEMO

DEMO

DEMO

RE-FEED FROM LP - OFFICE

HEATER PANEL TO REMAIN.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

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N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

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N D

A T

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

F

IC

E B

U

IL

D

IN

G L

IG

H

T

IN

G P

L

E-109

.S

P A

R

M O

F R

E H

E

-1

.d

M O

O

C10

OFFICE BUILDING LIGHTING PLAN

B

C

D

E

F

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H

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N

P

S U

B M

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E D

B Y

C H

E C

K E

D B

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N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLYCUI//SP-PROCURE/FED ONLY

N

DEVICE AND THE CIRCUIT NUMBER THAT FEEDS IT.

PROVIDE A RED-LINED DRAWING SHOWING EACH 2.

EACH WIRE WITH NEW LABELS.

TRACE ALL CIRCUITS AND RELABEL EACH END OF 1.

S

S

S S S

S

S S

C

8'-0"

8'-0"

8'-0"

8'-0" 8'-0" 8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

C

C

S

S

S

NOTES:

RETURN DIFFUSER

SUPPLY DIFFUSER

HEADER

DOOR AND WINDOW

CEILING TILE

2'x4' INDOOR ACOUSTIC

CEILING TILE

2'x2' INDOOR ACOUSTIC

SYSTEM

2'x4' INDOOR SUSPENDED

SYSTEM

2'x2' INDOOR SUSPENDED

EXIT SIGN

FIXED CAMERA

SMOKE DETECTOR

SEE SHET A-103

NO CEILING

EXPOSED ROOF STRUCTURE

NO CEILING

STRUCTURE

EXPOSED ROOF

LEGEND:

NO CEILING

DUCTWORK

EXPOSED

NO CEILING

DUCTWORK

EXPOSED

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

E-110

A

N G

E R

S T

A T

IO

N

M A

IN

T

E N

A N

C E

B U

IL

D

E L

IN

E

D

IA

G R

A M

R S

P A

R K

S

D

M O

O T

Z

H M

O F

R E

H E

-1 .d

2-1/2" PVC (UG)

(3) #4/0, (1) #2 GND,

C6

OFFICE & MAINTENANCE BUILDING ONE LINE DIAGRAM

B15

FRONT OFFICE EXISTING ONE LINE DIAGRAM

(3) #6, (1) #10 GND, 1-1/2 PVC, UG, 60A OCPLP-2-1

(3) #4/0, (1) #2 GND, 2-1/2" PVC, UGPP-2-3

(3) #4/0, (1) #2 GND, 2-1/2" PVC, UGPP-2-2

(3) #4/0, (1) #2 GND, 2-1/2" RMCPP-2-1

KYP

Y

WX HEAD

10 kAIC (NOTE 1)

208V, 3�, 4W

METER

PP-1

208V, 3�, 4W

75KVA

GENERATOR

12.47 KV

200A

LP-OFFICE

NOTE 2

NEW

STATION

RANGER

LP-1

NOTE 2

NEW

BUILDING

MAINTENANCE

LP-2

PP-2

CLOSET 117

480V PANEL

PANEL

HEATER

NOTE:

32 SPACE, MLO, SURFACE MOUNT.

PANEL SPEC: 208/120, 3P, 4W, 200A,2.

IMPEDANCE: 4%

100 KVA TRANSFORMER

INFINATE PRIMARY SOURCE

BASED ON:

FAULT CURRENT = 6900 A,1.

DEMO THIS EQUIPMENT

300, 3P

400, 3P

EXISTING

400, 3P

200A 200A

PP-2-1 PP-2-2 PP-2-3

FEEDER SCHEDULE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

S

IN

O

F F

IC

E

R E

H A

B

F

IS

H T

R A

P L

A K

E

F

IS

H T

R A

P

K Y

L E

V

IS

A F

O

N T

IN

G

T O

N W

E S

T V

IR

G

E

IG

H

T H

S T

H U

N T

IN

G

T O

N D

IS

T

R

R V

IC

E

P O

L E

D E

T A

IL

E-111

S

P A

R

M O

F R

E H

E

-1

.d

M O

O

10'-0"

A11

OFFICE-1 SERVICE POLE DETAIL, OFFICE SERVICE

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

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CUI//SP-PROCURE/FED ONLY

CUI//SP-PROCURE/FED ONLY

METER

CT METERING

ROD (TYP)

GROUNDING

NOTES:

1. XXX

METER

PP-1, 400A C/B, 240V, 3P SE RATED

GRADE

TO GENERATOR BUILDING

CT METERING

NOTES:

1. XXX

CONNECTED BY KPC

30' WOOD POLE BY CONTRACTOR

1½" PVC

S

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E-112

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-1 .d

A7

LP - NEW OFFICE WIRING DIAGRAM

N A B C

1 2

OFFICE LIGHTS (FRONT OFFICE)BREAKER PANEL LIGHT

3 4

OFFICE LIGHTS (FRONT OFFICE)SHOP AREA LIGHTS

5 6

VISITORS LOUNGE LIGHTSSHOP AREA LIGHTS

7 8

HALL & BATHROOMSSHOP AREA LIGHTS

9 10

SHOP RECEPTACLES (SECURITY CONTROLS)SHOP AREA LIGHTS (KITCHEN / RANGER / WL)

11 12

SHOP RECEPTACLESPAINT ROOM

13 14

VISITORS LOUNGE RECEPTACLESMECH. ROOM LIGHTS (MAINTENANCE OFFICE)

15 16

SPAREMECH. ROOM RECEPTACLES

17 18

OUTSIDE LIGHT CONTACTORMECH. ROOM RECEPTACLES

19 20

OUTSIDE LIGHTSFURNACE

21 22

OUTSIDE LIGHTS (FRONT OFFICE)HORN CONTACTOR

23 24

OUTSIDE LIGHTS (BACKSIDE OFFICE)OFFICE RECEPTACLES

25 26

PUMP LIGHTSOFFICE RECEPTACLES

27 28

WATER TREATMENT & TELEMETERING EQUIPMENTWATER HEATER

29 30

ELECTRIC STOVEAIR CONDITIONER

31 32

GATE OPENER

HEATER PANEL IN ROOM 117.

RELOCATE THIS CIRCUIT FROM EXISTING 1.

NOTES:

20A 20A

20A20A

20A20A

20A20A

20A20A

20A20A

20A20A

20A20A

20A20A

20A20A

20A20A

20A20A

20A20A

30A30A

30A40A

100A30A

GFI

200A, 208/120V, 3P, 4W, MLO

G

43 44

INTERNET (NOTE 1)

45 46

SPAREINTERNET (NOTE 1)

47 48

SPARESPARE

49 50

UNKNOWNSPARE

51 52

UNKNOWNSPARE

53 54

UNKNOWNSPARE

20A

20A

20A

20A20A

20A20A

15A20A

GFI

GFI

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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®of Engineers

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SEE NOTE 2

HOT WATER TANK

D2

SCALE: NTS

EXISTING HEAT PUMP AND HOT WATER TANK

SEE NOTE 1

HEAT PUMP

X

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M-101

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NOTES

IS REMOVED.

AS PER SPECIFICATIONS. INSTALLATION WILL OCCUR AFTER THE EXISTING HOT WATER TANK

THE EXISTING HOT WATER TANK WILL BE REPLACED BY A TANK OF EQUAL OR GREATER SIZE 2.

DURING INSTALLATION.

REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR ANY CHANGES IN DUCTWORK REQIRED

SPECIFICATIONS. INSTALLATION WILL OCCUR AFTER THE EXISTING HEAT PUMP IS

EXISTING HEAT PUMP MUST BE REPLACED WITH A NEW HEAT PUMP AS PER 1.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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J2

EXISTING OFFICE HVAC DEMO

J10

EXISTING HVAC DEMO (VIEW FROM RIGHT)

A2

EXISTING HOT WATER TANK

NOTE 1

HOT WATER TANK

DEMO EXISTING

SEE NOTE 2

NOTE 1

HEAT PUMP

DEMOLISH EXISTING

NOTE 1

HEAT PUMP

DEMOLISH EXISTING

SEE NOTE 2

M O

L

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P L

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F

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WATER TANK.

REMOVE AND REPLACE ALL CORRODED AND DAMAGED PIPING CONNECTED TO THE HOT 2.

THE CONTRACTOR

ALL INDICATED SECTIONS ARE TO BE ENTIRELY REMOVED AND PROPERLY DISPOSED OF BY 1.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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E4

MAINTENANCE BUILDING PLAN

FOR TOOL ROOM

EXISTING MINI-SPLIT

A3

65' - 3"

SEE NOTE 1

FOR MAIN ROOM

NEW MINI-SPLIT

PROPOSED LOCATION OF NEW MINI-SPLIT

MAINTENANCE BUILDING MAIN ROOM

C15

SCALE: NTS

SCALE: NTS SCALE: NTS

SEE NOTE 2

FOAM INSULATON TO BE INSTALLED.

SEE NOTE 3

FUME HOOD LOCATION

MINI-SPLIT

PROPOSED INDOOR LOCATION OF

MINI-SPLIT

PROPOSED OUTDOOR LOCATION OF

P

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M-103

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F

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WELDER.

THE VENTILATION FOR INDOOR WELDING SHOULD BE A MINIMUM OF 2000 CFM FOR ONE

MAIN ROOM OF THE MAINTENANCE BUILDING. ACCORDING TO OSHA 29 CFR 1910.252(c), FUME HOOD WILL BE INSTALLED OVER THE WELDING AREA ON THE LEFT SIDE OF THE 3.

COVERED, WITH THE EXCEPTION OF ANY ENTRANCES OR EXITS.

SIMILAR TO THE TOOL ROOM. THE CEILING AND ALL WALLS SHOULD BE COMPLETELY

THE MAIN ROOM OF THE MAINTENANCE BUILDING WILL HAVE SPRAY FOAM INSULATION, 2.

PER SQUARE FOOT, 36,000 BTUs OR 3 TONS OF COOLING ARE REQUIRED.

APPROXIMATELY 1800 SQUARE FEET. ASSUMING THAT 20 BTU OF COOLING IS REQUIRED

THE REMAINING AREA OF THE MAINTENANCE BUILDING HAS A FOOTPRINT OF 1.

1762 FT

MAIN ROOM

MAINTENANCE BUILDING

TOOL ROOM

MAINTENANCE BUILDING

L2 L6

EXISTING FOAM INSULATION PROPOSED LOCATION OF FUME HOOD

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

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US Army Corps

U .S

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