Sketches_and_Ref_Drawings,_Feb_2019,_Lower_Mon_Area_Office_Rehab,_Revised,_Attachment_2.pdf

SKETCHES AND REFERENCE DRAWINGS

AMENDMENT 0001

'-0

±1 0'-

0"

10'-0"

0 8' 32'16'

SCALE: 1/16"=1'

LOCK

ROAD TO

BRIDGE

ROUTE 837

ROUTE 837FENCE

EXISTING

OFFICE SITE PLAN

SCALE: 1/16"=1'-0"

LOT

PARKING

ASPHALT

N

SEE SK-03

EXISTING OFFICE BLDG

SEE SK-02

BLDG

NEW OFFICE

INTERNET CONDUIT RACK

EXISTING ELECTRICAL

LIMITS

CONTRACTOR WORK

SEE SK-02

STRUCTURE

BREEZEWAY

NEW ELEVATED

INTERCEPTOR (TYP)

MANHOLE AND GRAVITY

EXISTING MUNICIPAL SEWER

WIRE ACCESS POINT

LINE VALVE AND TRACER

EXISTING WATER SERVICE

LOCATION

DUMPSTER

PROPOSED(APPROXIMATE)

PROPERTY LINE

(MIN)

NOTES:

ABBREVIATIONS

TYPICALTYP

TOPT/

SCHEDULESCH

POLYVINYL CHLORIDEPVC

MINIMUMMIN

HEATING, VENTILATION AND AIR CONDITIONERHVAC

FEETFT

EXISTINGEXIST

ETHYLENE PROPYLENE DIENE TEROPOLYMEREPDM

ELEVATIONELEV

DIAMETERDIA

BUILDINGBLDG

APPROXIAMTEAPPROX

AIR CONDITIONERA/C

LEGEND

CONTRACTOR WORK LIMITS

PL PROPERTY LINE

X FENCE LINE

W X EXITING WATER LINE

G X EXITING GAS LINE

SS X EXITING SANITARY SEWER

GRADING IMPROVEMENT AREA

DUMPSTER LOCATION

DUMPSTER TO PROPOSED

RELOCATE EXISTING

SURFACING PER SPECIFICATION

FURNISH AND PLACE NEW ASPHALT

TO DRAIN AWAY FROM STRUCTURE.

AND GRADE AS NECESSARY

ASPHALT. FURNISH, IMPORT FILL

REMOVE AND DISPOSE OF EXIST

GRADING IMPROVEMENT AREA

EXISTING ELECTRICAL PANELS

OF WATER TIE-IN.

APPROX LOCATION

SERVICE.

OF EXISTING SEWER

APPROX LOCATION

ENTRANCE GATE.

EXISTING SLIDING

STORAGE TANKS

UNDERGROUND

EXISTING ABANDONED

APPROX LOCATION OF

SPECIFICATIONS.

ACCORDANCE WITH SECTION 01 11 00 OF THE TECHNICAL

2. CONDUCT ALL SITE UTILITY INVESTIGATION WORK IN

WITH FINAL APPROVAL BY THE CONTRACTING OFFICER.

AND LAYOUT OF ALL IMPROVEMENTS AND MODIFICATIONS

ONLY. CONTRACTOR IS RESPONSIBLE FOR COORDINATION

1. THIS SKETCH IS PROVIDED FOR ILLUSTRATION PURPOSES

SK-01

S

IT

E P

L A

N

R T

Y S

Z K

IE

W

IC

Z

J

U S

N A

K

C M

A R

T

IN

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

08-JA

N-20

19 08 :43

P

IT

T S

B U

R G

H D

IS

T R

IC

T

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

P L

O T D

A T

E

M O

N O

N G

A H

E L

A R

IV

E R B

A S

IN

L O

W E

R M

O

L

W E

R M

O N A

R E

A O

F F

IC

E R

E H

B

60' 0"

SK-02

E

W B

U

IL

D

IN

G L

A Y

O U

0 4' 8'2'

SCALE: 1/4"=1'

~ 30'x28'

CONFERENCE ROOM

~ 12'x12'

OFFICE

~ 12'x12'

OFFICE

4' WIDE HALLWAY

~ 6'x12'

ROOM

UTILITY

~11'x12'

OFFICE

~11'x12'

OFFICE

(4 TYP)

EXTERIOR LIGHT

(14 TYP)

WINDOWS

BUILDING

OFFICE

TO EXISTING

AND PLATFORM

NEW STEPS

STRUCTURE.

BREEZEWAY

NEW ELEVATED

FRONT OF BUILDING

REAR OF BUILDING

N

R T

Y S

Z K

IE

W

IC

Z

NOTES:

PROPOSED NEW OFFICE BUILDING LAYOUT

1/4"=1'-0"

OFFICE BUILDING)

(FROM EXISTING

AND PLATFORM

RELOCATED STEPS

~7'x12'

RESTROOM

WOMENS

TO THE NEW LIGHTING PANELS

IN THE TRAILERS CRAWL SPACE

CONDUIT SHALL BE ROUTED

SHALL BE INSTALLED

CONDUIT EXPANSION FITTINGS

PLATFORM

STEPS AND

DOOR, ALUMINUM

SECONDARY EXIT

J R

U S

N A

K

C M

A R

T

IN

4. FOR LIST OF ABBREVIATIONS SEE SKETCH SK-01.

OFFICE BUILDINGS WITTHIN +/- ¼ INCH.

ELEVATION OF THE CONNECTED NEW OFFICE AND EXISTING

3. BREEZEWAY FINISHED FLOOR ELEVATION SHALL MATCH

OFFICE BUILDING.

STYLE AND PITCH AS THAT OF NEW ROOF FOR EXISTING

2. NEW BUILDING AND BREEZEWAY ROOFS SHALL BE SAME

WITH FINAL APPROVAL BY THE CONTRACTING OFFICER.

AND LAYOUT OF ALL IMPROVEMENTS AND MODIFICATIONS

ONLY. CONTRACTOR IS RESPONSIBLE FOR COORDINATION

1. THIS SKETCH IS PROVIDED FOR ILLUSTRATION PURPOSES

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

-J

A N -2

:4

P

IT

T S

B U

R G

H D

IS

T R

IC

T

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

P L

O T D

A T

E

M O

N O

N G

A H

E L

A R

IV

E R B

A S

IN

L O

W E

R M

W E

R M

O N A

R E

A O

F F

IC

E R

E H

76'-0"

0 4' 8'2'

SCALE: 1/4"=1'

SK-03

DOOR

REMOVE

A

SK-04

ADD NEW DOOR

RESTROOM

NEW OFFICE BLDG

RESTROOM SIGN TO

RELOCATE WOMENS

TOILETS

EXISTING

REPLACE

BEYOND FENCE

DISCHARGE

DRAIN LINE TO

CONDENSATION

NEW HVAC UNIT

EQUAL SIZED ROOMS ~ 15'x11'

ADD WALL TO CREATE 2

CIRCUITS

INTO 2 INDEPENDENT

SEPARATE LIGHTING

ONE WAY SWITCHES,

3-WAY SWITCHES WITH

REPLACE EXISTING

S

S

VESTIBULE.

EXISTING ENTRANCE

REMOVE AND DISPOSE OF

SIDE OF THE BUILDING.

STAIRS LOCATED ON OPPOSITE

SHALL BE SIMILAR TO EXISTING

AND HAND RAILS. NEW STAIRS

ALUMINUM STAIRS W/PLATFORM

FURNISH AND INSTALL NEW

E X

IS

T

IN

G B

U

IL

D

IN

G M

O D

IF

IC

A T

IO

N S

BUILDING

OFFICE

TO NEW

N

SEE SKETCH SK-02

STRUCTURE.

BREEZEWAY

NEW ELEVATED

NEW ORIENTATION.

CONFIGURATION TO ACCOMMODATE

FRONT ENTRANCE. MODIFY HAND RAIL

TO NEW BREEZEWAY STRUCTURE

RELOCATE EXISTING STEPS

R T

Y S

Z K

IE

W

IC

Z

NOTES:

A/C UNIT

MOUNTED

ELEVATED, WALL

A/C UNIT

MOUNTED

ELEVATED, WALL

A/C UNIT

MOUNTED

ELEVATED, WALL

RENOVATED EXISTING OFFICE BUILDING

1/4"=1'-0"

OFFICE OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

ROOM

COMMUNICATIONS

OFFICE

OFFICE

FOYER

NEW BREEZEWAY

AREA

BREAK

CONDUIT SEE SK-02

FOR CONTINUATION OF

BE FIELD DETERMINED

AND CONDUIT SUPPORTS SHALL

EXACT LOCATION OF NEW CONDUIT

NEW POWER CONDUIT

EXISTING COMMUNICATION CONDUIT

COMMUNICATIONS ROOM

ETHERNET SWITCH IN THE

CABLES TO THE EXISTING

COMMUNICATION

NEW CONDUIT FOR

(TYPICAL 6 LOCATIONS)

LIGHT FIXTURES

REPLACE EXISTING

SUPPORT DETAILS.

CONDUIT AND CONDUIT

DRAWINGS FOR EXISTING

SEE EXISTING REFERENCE

J R

U S

N A

K

C M

A R

T

IN

6. FOR LIST OF ABBREVIATIONS SEE SKETCH SK-01.

AND DETAIL.

5. SEE SKETCH SK-04 FOR TYPICAL NEW ROOF SECTION

BY CONTRACTING OFFICER.

PENETRATION LOCATION CHANGES MUST BE APPROVED

BE EXTENDED THROUGH NEW ROOF. ANY ROOF

4. EXISTING ROOF PENETRATION LOCATIONS SHALL

SPECIFICATIONS.

WITH SECTION 01 11 00 OF THE TECHNICAL

3. ALL RENOVATION WORK TO BE IN ACCORDANCE

PROTECTED DURING ALL PHASES OF WORK.

2. EXISTING BUILDING IS TO BE KEPT IN USE AND

APPROVAL BY THE CONTRACTING OFFICER.

IMPROVEMENTS AND MODIFICATIONS WITH FINAL

FOR COORDINATION AND LAYOUT OF ALL

PURPOSES ONLY. CONTRACTOR IS RESPONSIBLE

1. THIS SKETCH IS PROVIDED FOR ILLUSTRATION

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

-J

A N -2

:4

P

IT

T S

B U

R G

H D

IS

T R

IC

T

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

P L

O T D

A T

E

M O

N O

N G

A H

E L

A R

IV

E R B

A S

IN

L O

W E

R M

W E

R M

O N A

R E

A O

F F

IC

E R

E H

±41'-6"

SEE NOTE 5

SK-04

X

IS

T

IN

G B

U

IL

D

IN

G M

O D

IF

IC

A T

IO

N S

S E

C T

IO

N S A

N D D

E T

A

IL

S

WINDOW

EXIST

WINDOW

EXIST

WINDOW

EXIST

A

SK-03

SECTION

1/4"=1'-0"

IF NECESSARY

WINDOW MAY BE REMOVED

SKIRTING

T/ASPHALT

BLDG FLOOR ELEV

NEW ROOF

0 4' 8'2'

SCALE: 1/4"=1'

SLOPE

(TYP 3 LOCATIONS)

PLASTIC TUBING

NEW CLEAR

SLOPE MIN 1/4"/FT

DRAIN MOUNTED TO SKIRTING

PIPE HVAC CONDENSATE

NEW 1" DIA SCH 40 PVC

PVC PIPING (TYP)

CONNECT TUBING TO

R T

Y S

Z K

IE

W

IC

Z

5. DECKING

4. INSULATION

3. COVER BOARD

2. BONDING

1. EPDM MEMBRANE

OUTERMOST FIRST-

ROOFING LAYERS

UNIT

A/C

EXIST

UNIT

A/C

EXIST

UNIT

A/C

EXIST

NOTE:

PROVIDED BY CONTRACTOR

NEW DOOR DETAILS TO BE

BREEZEWAY DOOR.

PROPOSED LOCATION FOR

J R

U S

N A

K

C M

A R

T

IN

6. FOR LIST OF ABBREVIATIONS SEE SKETCH SK-01.

BY CONTRACTOR AND APPROVED BY CONTRACTING OFFICER.

5. ROOF TRANSITIONS BETWEEN BUILDINGS TO BE DETERMINED

OFFICER.

LOCATION CHANGES MUST BE APPROVED BY CONTRACTING

EXTENDED THROUGH NEW ROOF. ANY ROOF PENETRATION

4. EXISTING ROOF PENETRATION LOCATIONS SHALL BE

SECTION 01 11 00 OF THE TECHNICAL SPECIFICATIONS.

3. ALL RENOVATION WORK TO BE IN ACCORDANCE WITH

DURING ALL PHASES OF WORK.

2. EXISTING BUILDING IS TO BE KEPT IN USE AND PROTECTED

WITH FINAL APPROVAL BY THE CONTRACTING OFFICER.

AND LAYOUT OF ALL IMPROVEMENTS AND MODIFICATIONS

ONLY. CONTRACTOR IS RESPONSIBLE FOR COORDINATION

1. THIS SKETCH IS PROVIDED FOR ILLUSTRATION PURPOSES

TYPICAL ROOF DETAIL

1/4"=1'-0"

NEW ELEVATED BREEZEWAY

APPROX LOCATION OF

A

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

D E

S

IG

N E

D B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T E

D B

Y

S

IZ

E

IS

S

U E D

A T

E

S O

L

IC

IT

A T

IO

N N

O

C O

N T

R A

C T N

O

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

®of Engineers

US Army Corps

-J

A N -2

:4

P

IT

T S

B U

R G

H D

IS

T R

IC

T

L

IB

E R

T Y A

V E

N U

E

P

IT

T S

B U

R G

H P

A

P L

O T D

A T

E

M O

N O

N G

A H

E L

A R

IV

E R B

A S

IN

L O

W E

R M

W E

R M

O N A

R E

A O

F F

IC

E R

E H h e e t o f

GRAPHIC SCALE

N

0 40 40 80FT

SCALE: 1’’= 40’

FLOW

MONONGAHELA RIVER

FOUNDATIONS

EXISTING BUILDING

UST’S

EXISTING

POLE (PP)

EXISTING POWER

PP

INV EL 765.96

RIM EL 775.66

EXISTING MH

SEWER

EXISTING SANITARY

INV EL 767.03

RIM EL 774.93

REMOVE MH

MAIN

SEWAGE FORCE

FO

E S

W

FS

FG

FW

SR 906

SR 906

BETWEEN MH’S

WITH GROUT

FILL SEWER

SEWER TO BE REPLACED

EXISTING STORM

TRACKS TO REMAIN

GAS LINE

SLEEVE

LIMITS

WORK AREA

CROSSING (BORING)

SANITARY SEWER

TRACKS

REMOVE

MODIFIED CURB

STATION

GAS METERING

EXISTING

TRAILER

GOV’T

PARKING

PAVED

BASIN

TYP CATCH

LIMITS

WORK AREA

CROSSINGS (BORINGS)

WATER/GAS

BRIDGE

ACCESS ROAD

T

GATE IN FENCE

CENTER 16’ SLIDE

FENCED AREA

PAVE ENTIRE

NEW MH

ROAD

ESPLANADE ACCESS

M A

T C

H

D

A W

IN

G

L C

H

OUTFALL FROM SR 906

EXISTING STORM

APPROXIMATELY 20 EACH

REMOVE TREES

EXISTING FENCE

TIE IN LOCATION

GAS AND WATER

H

IB

B S

S R

F

H

IB

B S

S R

F

G

REPLACE INLET

REMOVE AND

REPLACE INLET

REMOVE AND

INLET

REMOVE

PAVE APRON

CSX

CSX

CSX

CSX

CSX

CSX

CSX

PRIVATE

PRIVATE

PRIVATE

ESPLANADE ACCESS ROAD

SWING GATE ON

SECURITY TYPE

WIDE DOUBLE LEAF

INSTALL NEW 14’

NOTES:

1. REFER TO DRAWING 4/1 FOR OVERALL SITE PLAN KEY.

2. EXISTING FEATURES SHOWN AS "HALF TONE."

PROPOSED FEATURES SHOWN AS "BOLD."

D J

H G

E N

E R

P

A N

FIRE HYDRANT

RELOCATED

NEW LOCATION, THIS SHEET

FIRE HYDRANT. SEE

RELOCATE

EXISTING STEPS

STOP SIGN

GROUT BY OTHERS

TANK FILLED WITH

CONTRACTOR’S TRAILER

AREA AVAILABLE FOR

MANHOLE SEE NOTE 3.

REMOVE INLET, PROVIDE NEW

3. COORDINATE MANHOLE WITH E&S/NPDES MEASURES.

AREA LIMITS

WITHIN WORK

REMOVE RR TRACKS

PPWATER LINE

RELOCATED

GAS LINE

RELOCATED

SEWER CONNECTION

STORM

STORM OUTFALL

REPLACE EXISTING

GAS LINE

WATER LINE

(INSTALL BUMPER STOPS)

TRACK REMOVAL LIMIT

JERSEY BARRIER

POWER POLE

SANITARY MANHOLE SS

FACILITY WATER

FACILITY GAS

FACILITY SANITARY

WORK AREA LIMITS

EXISTING WATER

EXISTING GAS

EXISTING SANITARY

EXISTING ELECTRIC

EXISTING FIBER OPTIC

EXISTING TELEPHONE

LEGEND

DRAINAGE, TYPICAL

1’-0" APART TO ALLOW FOR

SPACE JERSEY BARRIERS

REMOVE INLET

SEDIMENTATION PONDS

A

B D

R A

W

V

IS

M

D

IF

IC

A T

IO

V

S R

F

FS

FS

FS

FW

FG

FW

FG

TELEPHONE

ELECTRIC AND

UNDERGROUNDAC

C

ES

S

R

O

AD

AT ABUTMENT

END FENCE

UNDERDRAINS

MSE WALL

A

B

A

MANHOLE (TYP)

M A

T

A W

L C

H

.2

STA 11+28.5 OFFSET 74’ RT

REUSE FABRIC

BEGIN FENCE REMOVAL.

EXISTING FENCE POST.

LINK SECURITY FENCE AT

BEGIN NEW 7’ CHAIN

E

N D

M E

N T

U L

F

C D

R A

W

V

IS

E D

A S

B U

IL

T

F

L P

B

037-LCH- 4/3.3

D e s c r ip t io n D a t e

S y m b o l

A p p r

S E

C T

IE

F

D e s ig n b y

D w n b y

C k d b y

S u b m is s io n a t e

S u b m it t e d b y

R e v is t e

IF

D A

C W

Drawing Number:

U s e r

D a t e

P lo t

S c a le

P e b le

C o lo r

T a b le u s e r n a m e s y t im e ip s c a le ip p e n t a b le c o lo r t a b le f il e n a m e

LOCK IN SAFETY, DAM UP ACCIDENTS

Pittsburgh District of Engineers

US Army Corps

M O

N O

N G

A H

E

IV

E R

C H

A R

L E

R O I L

O C

K

M

S

V E

L O

P M

E N

T

7+0

6+

E l e v

E

N

W R

G R

W R

G R

W A

L L

C B

O

W E

R

JERSEY BARRIER (15’ FROM CL OF RR, TYPICAL)

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X X

X

X X X X X X X

X

X

X

X

X

X

X

XX

X

X

X

X

C

C

5+23.39LT, 32.44

20" VALVE

CONDUIT, 18"

FUTURE GATE

X X X X X X

NEW

@ 2+26.57LT, 29.62

2+26.20LT, 9.08

20" VALVE

C

C

INV EL 756.78

SLEEVE C

INV EL 756.78

SLEEVE

C

2+23.08LT, 12.4

6" VALVE

C

C

C

INV EL 755.00

WATER SLEEVE

INV EL 755.25

GAS SLEEVE

C

C

INV EL 755.09

WATER SLEEVE

INV EL 754.99

GAS SLEEVE

C

WATER METER

"AS-BUILT" - 4 APRIL 2005

O37-LCH-4/3.1 DUE TO MODIFICATION NO. 1.

4. THIS DRAWING SUPERSEDES DRAWING

s

K E

G

BUILDING LIGHTING PANELS

POWER PANEL TO LMAO

FOR WIRING CIRCUITS FROM

PROVIDE 3-1•" GRS CONDUITS

FOOT BASE, TYP

12" DIA CONCRETE

4" OF GRAVEL, TYP

TYP

COPPER CLAD,

10FTxƒ" DIA

GROUND RODS,

4'-0"

1PH, 3W

100KVA, 120240V,

TRANSFORMER POLE

EXISTING ELECTRIC

POWER PANEL

250V, 1PH, 3W

RELOCATED 600A,

22'-0"

CAP FOR FUTURE USE

AT THIS LOCATION AND

STOP COMM. CONDUIT

3 LOCATIONS

FITTING, TYP FOR

CONDUIT EXPANSION

EXISTING COMM. POLE

EXISTING FENCEEXISTING FENCE

10'-0"

EVERY 20FT, TYP

WITH INTERNAL BONDING

OZ/GEDNY TYPE AX-150

CONDUIT EXPANSION FITTING

POST, TYP

CONDUIT SUPPORT

POST, TYP

CONDUIT SUPPORT

4" OF GRAVEL, TYP

FOOT BASE, TYP

10" DIA CONCRETE

COMM. CONDUIT

CAP FOR FUTURE USE

STUB UP CONDUIT AND

POWER CONDUITS

(EXISTING)

LIGHTING PANEL #3

(EXISTING)

LIGHTING PANEL #3

(EXISTING)

LIGHTING PANEL #2

POST, TYP

CONDUIT SUPPORT

SERVICE DROP CONDUCTORS

EQUIPMENT

FOR SUPPORTING

WITH S.S. HARDWARE

BOLTED ON POSTS

ALUMINUM SHEET

8FTx8FTx‚" THICK

CONCRETE BASE, TYP

POST WITH 4FT IN

4"x4" TREATED WOOD

POWER PANEL

TO RELOCATED CT CABINET AND

NEW SERVICE ENTRANCE CONDUCTORS

ENTRANCE HOLE

CAP EXISTING SERVICE

SECURED ON POLE

PVC SCH 80 CONDUIT RISER WITH SERVICE WEATHERHEAD

WOOD, CLASS 5, 35FT MIN IN LENGTH, PROVIDE 4"C

APPROVED POLE, TREATED WITH CHEMICAL PRESERVATIVE

CONTRACTOR SHALL PROVIDE AND INSTALL A UTILITY

DETAIL BELOW

NEW POLE, SEE

AND POWER PANEL

METER, CT CABINET

RELOCATED ELECTRIC

TO BE RELOCATED

AND POWER PANEL)

(METER. CT CABINET

SERVICE EQUIPMENT

EXISTING ELECTRIC

POWER PANEL)

BACKGROUND (METER, CT CABINET AND

SERVICE EQUIPMENT ON ALUMINUM

NEW PROPOSED LOCATION OF ELECTRIC

POWER LINES TO EXISTING LIGHTING PANELS, TYP FOR 3 LOCATIONS.

CONDUIT BODY LB NEAR GRADE LEVEL BEHIND BUILDING FOR

CONNECT NEW GRS CONDUIT TO EXISTING PVC CONDUIT UTILIZING7.

SINGLE CHANNEL SIDE, TYP.

CAT. B-LINE #B22A3 WITH PIPE CLAMPS, HARDWARE MOUNTED ON

CONDUIT SUPPORT GALVANIZED STEEL POST COMBINATION CHANNEL,6.

POWER COMPANY REQUIREMENTS.

ELECTRIC SERVICE SHALL BE INSTALLED IN ACCORDANCE WITH ALL

CONTRACTOR SHALL COORDINATE WITH THE POWER COMPANY.5.

PROVIDE AND INSTALL NEW GROUND RODS AT INDICATED LOCATIONS.4.

BUILDING.

CONDUIT BODY LB FOR ROUTING POWER LINES INTO LMAO

CUT AND RE-WORKED TO NEW GRS CONDUITS WITH 1•" HUB

EXISTING PVC CONDUITS AT BUILDING FOUNDATION SHALL BE3.

BY OTHERS.

THESE CUTS WILL BE CONNECTED TO RELOCATED SERVICE PANEL

EXISTING CONDUITS TO TRUMBULL-BRAYMAN TRAILERS SHALL REMAIN.2.

REPLACE SERVICE ENTRANCE CONDUCTORS AS SAME AS EXISTING.1.

NOTES:

MIN

M

IN

M

IN

G G

G G

G G

GROUND ROD, TYP

AND CADWELD TO

ELECTRIC SERVICE

IN ƒ"C, PVC AT

COPPER WIRE #1/OAPPROX

M

IN

M

IN

3 7 3 7 73

SHALL REMAIN

TO LMAO BUILDING

EXISTING COMM. CONDUIT

4-1•"C, GRS

SCALE: NTS

ELECTRIC SERVICE DETAIL5

SCALE: NTS

CONDUIT SUPPORT DETAIL

SCALE: NTS

LMAO ELECTRIC SERVICE REPAIR - SITE PLAN

EXISTING LMAO BUILDING

NATIONAL ELECTRICAL CODE NFPA 70.

ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE2.

AT ALL TIMES DURING CONSTRUCTION.

THE CONTRACTOR SHALL MAKE PROVISIONS TO MAINTAIN POWER TO SITE1.

GENERAL NOTES:

BACK DOOR

G G

1-2"C PVC FOR COMM.

2-2"C PVC FOR POWER

SHALL REMAIN

TO THE TRUMBULL-BRAYMAN TRAILERS

EXISTING CONDUITS LAYING ON GROUND

LIGHTING PANELS

AND WIRING TO LMAO BUILDING'S

3-1•"C PVC LAYING ON GROUND

DE-ENERGIZE AND REMOVE EXISTING

LMAO BUILDING

3 EXISTING LIGHTING PANELS IN THE

THE RELOCATED POWER PANEL TO THE

PROVIDE AND INSTALL NEW CABLE FROM

NEW OVERHEAD SERVICE DROP

1-1•"C GRS FOR COMM.

3-1•"C GRS FOR POWER

LMAO BUILDING

NEW CONDUITS TO

TO EXISTING LIGHTING PANELS

THE BUILDINGS CRAWL SPACE

EXISTING 3-1•"C PVC ACROSS

10’-0"

5’

11- 6"

145’-2"

45°

CROSSING POINTS.

NO JOINTS LOCATED DIRECTLY BENEATH

TO TOP OF WATER LINE AT CROSSING POINTS.

CLEARANCE FROM BOTTOM OF 15" RCP’S

MAINTAIN MINIMUM OF 18" VERT

GAS METER

CASING INV EL 755.25

VENT

X

X

8"

8"

CASING INV EL 755.00

CASING INV EL 755.03

CASING INV EL 754.99

VENT

POLE

POWER

D R

A W

V

IS

E D

A S

B U

IL

T

L P

B

"AS-BUILT" - 4 APRIL 2005

4" FORCE MAIN

INV EL 755.88

C

C

C

C

X X X X 766.59

C

C

C

C

C

C

C

C

C

C

INSURE 42" COVER IN SWALE C

C

C

D R

A W

V

IS

D

IF

IC

A T

4"FORCE MAIN (FM)

BORE UNDER RR

65 FEET IN LENGTH

W R

G R

W R

G R

GRAPHIC SCALE

N

0 40 40 80FT

SCALE: 1’’= 40’

4"FM

RIM EL. 775.66

ABANDONED

TO BE

WATER LINE

EXISTING

TO BE ABANDONED

TO FIRE HYDRANT

EXISTING LATERAL

FIRE HYDRANT

REMOVE AND RELOCATE

RELOCATED FIRE HYDRANT

TO EXISTING

TIE IN NEW WATER LINE

FM

ABANDONED FUEL TANKS

P R

A T

H E

R J

F L

A C

C E

A D

U I

T I

L I

Y

I

L O

C A

T I

O N

D J

H B

E W

D J

M

STA 5+08, OFF 30’

STA 5+22, OFF 35’

REMOVED

MANHOLE 403, TO BE

EXISTING SANITARY

BETWEEN MH 403 AND 403A

SEWER WITH GROUT

FILL SANITARY

S h e e t o f

BY OTHERS

TANK FILLED WITH GROUT

THIS ABANDONED FUEL

FORCE MAIN, SEE DWG 67/4

FOR SANITARY SERVICE

NEW SANITARY MANHOLE (403A)

BY OTHERS

OVERHEAD ELECTRIC TO UNDERGROUND

STA 2+18, OFF 11’ LT

STA 3+02, OFF 10’ RT

INFLOW EL. 766.5

STA 5+82.5

(4" STEEL PIPE) FOR GAS LINE

SLEEVE THROUGH MSE WALL

M A

T

A W I

X

X

X

X

X

X

X

X

X

X

MH INV EL. 765.5

O37-LCH-67/1.3

D e s c r ip t io n D a t e

S y m b o l

A p p r

S E

C T

IE

F

D e s ig n b y

D w n b y

C k d b y

S u b m is s t e

S u b m it t e d b y

R e v is t e

IF

D A

C W

Drawing Number:

U s e r

D a t e

P lo t

S c a le

P e b le

C o lo r

T a b le u s e r n a m e s y t im e ip s c a le ip p e n t a b le c o lo r t a b le f il e n a m e

LOCK IN SAFETY, DAM UP ACCIDENTS

Pittsburgh District of Engineers

US Army Corps

M O

N O

N G

A H

E

IV

E R

C H

A R

L E

R O I L

O C

K

M

S

V E

L O

P M

E N

T

3"W

A

A A

M E

N D

M E

N T

U L

F

B S

R F

M H

M H

15" RCP

C

C

C

C

C

1+

7+0

6+

.3

SEWER

SANITARY

EXISTING

REGULATIONS BEFORE INSTALLATION BEGINS.

REPRESENTATIVE TO REVIEW INSTALLATION POLICIES AND

SHALL COORDINATE MEETING WITH GAS COMPANY

SUPPLIED AND INSTALLED BY GAS COMPANY. CONTRACTOR

DENNISE MILES (724) 292-3417. BUILDING GAS METERS

PERMIT AND TAP DETAILS. P.O.C. AT GAS COMPANY IS

(DOMINION-PEOPLES NATURAL GAS) FOR INSTALLATION

CONTRACTOR TO COORINATE WITH GAS COMPANY

WITH SPECIFICATION SECTION 02556, GAS DISTRIBUTION.

4. GAS SERVICE LINE TO BE INSTALLED IN ACCORDANCE

3. WATER PIPING TO BE COPPER OR HDPE, SIZES AS SHOWN.

PIT AND BETWEEN METER PIT AND BUILDING.

RESPONSIBLE FOR INSTALLING PIPE BETWEEN TAP AND METER

INSIDE. CONTRACTOR TO INSTALL METER PIT AND TO BE

FOR INFORMATION. METER PIT COMES WITH METER AND PIPING

1 MONTH. CONTRACTOR TO CONTACT WATER COMPANY

FROM WATER COMPANY. LEAD TIME FOR PURCHASE IS ABOUT

2. CONTRACTOR TO PURCHASE 2" METER AND METER PIT

P.O.C. FRANK FRASCATORE].

WATER COMPANY [BOROUGH OF CHARLEROI (412) 483-3585)

FOR TAPPING FEE AND FOR COORDINATING TAP WITH

BY WATER COMPANY. CONTRACTOR TO BE RESPONSIBLE

1. TAP TO EXISTING WATER LINE TO BE PERFORMED

NOTES:

WATER

20" EXIST.

EXISTING

8" GAS

SEE NOTE 1.

P.O.C. NEW WATER LINE

PIT

METER

WATER

SEE NOTE 4.

P.O.C. NEW GAS LINE (1�")

UNDER RR

LENGTH. BORE

GAS EACH 65’

4" ON NATURAL

6" ON WATER

CASING PIPE

MON VALLY SEWAGE AUTHORITY [BEN LEVONDOSKY (724) 379-4141.].

SEE LIFT STATION DETAILS, SHEET 037-LCH-67/3. P.O.C. IS

DETAILS FOR NEW MANHOLE MH#403 SHOWN ON SHEET 037-LCH-67/4.

INSTALLATION SHALL BE COORDINATED WITH LOCAL UTILITY.

5. SANITARY SEWER, FORCE MAIN, AND LIFT STATION

IN ACCORDANCE WITH CSXT REQUIREMENTS.

OFFICER’S REPRESENTATIVE TO COORDINATE RAIL ROAD CROSSING

AS NOTED. CONTRACTOR TO COORDINATE WITH CONTRACTING

SA 53, TYPE "S", GRADE "B" GALVANIZED STEEL PIPE, SIZE

LINES USED AS CASING PIPING ACROSS TRACKS SHALL BE ASME

DOMESTIC WATER - HDPE PE 3408 SDR 7.

GRADE "B".

FORCE MAIN - STEEL (GALVANIZED) ASME SA 53, TYPE "S",

GRADE "B".

NATURAL GAS - STEEL (GALVANIZED) ASME SA 53, TYPE "S",

CARRIER PIPES ACROSS TRACKS SHALL BE AS FOLLOWS:

FORCE MAINS AND INVERTED SIPHONS; SEWER). LINES USED AS

PIPE LINE SPECIFICATIONS (SEE SPECIFICATION SECTION 02532-

AND MAINTENANCE-OF-WAY ASSOCIATION AND CSX TRANSPORATION

WITH REQUIREMENTS OF PART 5, AMERICAN RAILWAY ENGINEERING

6. UTILITY CROSSING OF RAILROAD SHALL BE DONE IN ACCORDANCE

FORCE MAIN AND WATER LINES.

7. PROVIDE THRUST BLOCKS AT ALL CHANGES IN DIRECTION FOR SANITARY

TO MODIFICATION NO. 1.

8. THIS DRAWING SUPERSEDES DRAWING 037-LCH-67/1.1 DUE

S

E

G

W

F O

G/R

W/R

ELECTRIC (OVERHEAD)

GAS RELOCATED

SEWER

GAS

WATER

WATER RELOCATED

LEGEND

FIBER OPTIC (OVERHEAD)

FORCE MAIN

1�"G

1�"G