Plans W911WN-12-R-0001.pdf

PDF 4 MB Posted Mar 29, 2012

Attached to: AWARD NOTIFICATION for the Resident Engineer Office Building, Dam Safety Modification Project, East Branch Lake, Clarion River, Elk County, PA
Solicitation number: W911WN12R0001
Issued by: Department of the Army Corps of Engineers Engineering District Pittsburgh

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File	Type	Posted
W911WN-12-R-0012-0004.pdf	PDF	May 1, 2012
01 11 00 - Revised per Amendment 0003.pdf	PDF	Apr 27, 2012
W911WN-12-R-0012-0003.pdf	PDF	Apr 27, 2012
01 11 00 - Revised per Amendment 0002.pdf	PDF	Apr 25, 2012
W911WN-12-R-0001-0002.pdf	PDF	Apr 25, 2012
01 22 00.00 10 - Revised per Amendment 0001.pdf	PDF	Apr 24, 2012
32 22 16 - Revised per Amendment 0001.pdf	PDF	Apr 24, 2012
01 11 00 - Revised per Amendment 0001.pdf	PDF	Apr 24, 2012
W911WN-12-R-0001-0001.pdf	PDF	Apr 24, 2012
Attachment 1 to Amendment 0001.pdf	PDF	Apr 24, 2012
W911WN-12-R-0001.pdf	PDF	Mar 29, 2012
Technical Specifications - Certified Final	—	Mar 29, 2012

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US ARMY CORPS

OF ENGINEERS

PITTSBURGH DISTRICT

PENNSYLVANIA

ELK COUNTY

EAST BRANCH DAM

CLARION RIVER

RESIDENT ENGINEER OFFICE BUILDING

DAM SAFETY MODIFICATION PROJECT

W911WN-12-R-0001RFP No.

CERTIFIED FINAL

MARCH 2012

C E

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P :d m s

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.d g n

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.d g n

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G-0020

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2 3

4 5

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P R

OF ENGINEERS

US ARMY CORPS

D A

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THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS

THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON

THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE

MARCH 16, 2012

C O

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PITTSBURGH DISTRICT

T S

B U

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IDENTIFICATION

SHEET

C L

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N R

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E A

S T B

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N C

H L

A K

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M S

A F

E T

Y M

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AND TECHNICAL SERVICES DIVISION

CHIEF, ENGINEERING, CONSTRUCTION DATE

APPROVED BY:

BRANCH CHIEF DATE

APPROVAL RECOMMENDED BY:

SECTION CHIEF DATE

SUBMITTED BY:

ANDAPPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

/s/BETH L. SCHNELLER,P.E.

FOR

/s/CHARLES E. STEVESON,P.E.

FOR

STORAGE BUILDING

EXISTING EQUIPMENT

MANAGER OFFICE

EXISTING RESOURCE

OFFICE BUILDING

RESIDENT ENGINEER

T 35

OFFICE

PARK

P W

P :d m s

A O b

.d g n

T S

D R

S T

M A

A O b

.d g n

S.R. 1001

(MAPLE LANE)

ACCESS ROAD

EAST BRANCH DAM

EAST BRANCH LAKE

DAM OUTFALL

CLARION RIVER

EAST BRANCH

EMERGENCY SPILLWAY

P R

O J E

C T L

O C

A T

N M

A P P

R O J E

G-0021

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L A

FILENAME TITLE

GENERAL

CONTRACT DRAWINGS

CODE

DWG.

CIVIL

ID NO.

SHEET

A038b_100_G_0020 G-0020 SIGNATURE SHEET

PROJECT LOCATION MAP, PROJECT VICINITY MAP, GENERAL PLAN AND DRAWING INDEX

A N

D D

R A

G I

N D

E X

G-0021A038b_203_G-0021 203

C-1080

C-1081

C-3082

C-4083

C-5084

C-5085

C-5086

C-5087

A038b_204_C-1080

A038b_775_C-1081

A038b_775_C-3082

A038b_775_C-4083

A038b_775_C-5084

A038b_775_C-5085

A038b_775_C-5086

A038b_775_C-5087

DETAILED SITE PLAN

SECTIONS AND DETAIL

SCHEMATIC FLOOR PLAN

SECTION AND DETAILS

TYPICAL GATE DETAILS

TYPICAL FENCE DETAILS

FENCE - TYPICAL POST, RAIL AND FASTENING DETAILS

MECHANICAL

ELECTRICAL

A038b_775_E-7020 775 E-7020

A038b_775_E-7021 775 E-7021

A038b_775_E-7022 775 E-7022

AO38b_775_M-8020 775 M-8020

AO38b_775_M-8021 775 M-8021

AO38b_775_M-8022 775 M-8022

UTILITY SITE PLAN

A038b_775_E-7023 775 E-7023

A038b_775_E-7024 775 E-7024

ELECTRICAL SYSTEM - ELECTRIC POWER ONE-LINE DIAGRAM AND ELECTRICAL SYMBOL LEGEND

ELECTRICAL SYSTEM - ELECTRICAL SITE PLAN

B O

S E

T T I

C R

A T

T Y

B L

UTILITY DETAILS - SHEET 1 OF 2

UTILITY DETAILS - SHEET 2 OF 2

EXISTING CONDITIONS - GENERAL SITE PLAN

A038b_775_X-1030 775 X-1030

A038b_775_X-5031 775

EROSION AND SEDIMENT CONTROL

EROSION AND SEDIMENT CONTROL - PLAN

X-5031 EROSION AND SEDIMENT CONTROL - BMP DETAILS AND INSTALLATION INSTRUCTIONS

A038b_775_E-7025 775 E-7025

ELECTRICAL SYSTEM - RESIDENT OFFICE BUILDING PLAN - INTERIOR LIGHTING LAYOUT

ELECTRICAL SYSTEM - RESIDENT OFFICE BUILDING PLAN - POWER AND COMMUNICATION NETWORK LAYOUT

ELECTRICAL SYSTEM - RESIDENT OFFICE BUILDING PLAN - CABLE TRAYS FOR COMMUNICATION AND ALARM SYSTEM LAYOUT

ELECTRICAL SYSTEM - PARKING AREA LIGHTING STANDARD, ELECTRICAL, COMMUNICATION HANDHOLE AND TRENCH DETAILS s

B E

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P .E

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C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

C E

R T

C U

M E x

NO SCALE

1/2 0 1

McKEAN CO.

PENNSYLVANIA

ELK CO.

PENNSYLVANIADAM

STATE GAME LANDS NO. 25

Glen Hazel

Midmont

WilliamsvilleFOREST

STATE

ELK

Rasselas

B U F F

A L

P I

T T S

B U

R G

P I

T T S

B U

R G

U F

F A

L O

T 365

T367

T. 371

COUNTY LINE

ELK

STATE

FOREST

SCALE OF MILES

PROJECT LOCATION MAP

S t r a ig ht

S e v e n m i le Run

F i v e m i l e

R u n

C ount y Line u

E a st

B r a n c h l a r i o n i v e r

L u k e s

Run

E a s t ranch l a r i

Riv e r

J o h n s u w a m p r e e k

B o r g a r d y R u n

S o u t h

Fork

PROJECT

Du Bois

Brookville

Brockway

Saint Mary’s

Emporium Glen Hazel

Warren

Smethport

Port Allegany

Bradford

PROJECT

ENTRANCE

PARK

Cyclone

R n

C r

GENERAL PLAN

NO SCALE

VICINITY MAP

Punxsutawney

ACCESS RAMP

250’-0"

(TO BE REMOVED BY OTHERS)

CONTRACTOR FIELD OFFICE

SITE DEVELOPMENT CONTRACT

EXISTING GAS LINE

EXISTING TRAPEZOIDAL DITCH

EXISTING EQUIPMENT STORAGE BULIDING

EXISTING DAM ACCESS ROAD

BUILDING ACCESS ROAD

EQUIPMENT STORAGE

EXISTING

R=40’-0"

R=15’-0"

TRAPEZOIDAL DITCH (BY OTHERS)

(BY OTHERS)

AGGREGATE SURFACE

EXISTING STONE

60’-0"

UNDERDRAIN PIPE (BY OTHERS)

40’10’

SCALE:1"=20’

0 20’

VERTICAL DATUM: NAVD88

HORIZONTAL DATUM: NAD83

UNITS OF MEASURE: US SURVEY FEET

4. COORDINATES: PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, NORTH ZONE

LOCATION OF THE UTILITIES IN THE FIELD.

& M-8020 IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT

3. THE LOCATION OF THE EXISTING UTILITIES SHOWN ON THIS DRAWING, DWG C-1081

THE DAM ACCESS ROAD.

FOR THE SITE DEVELOPMENT CONTRACT WHICH INCLUDES THE REBUILDING OF

2. WORK FOR THIS CONTRACT SHALL BE COORDINATED WITH CONTRACTOR

1. FOR DETAILED SITE PLAN, SEE DWG C-1081.

NOTES:

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

POCS SERIAL NUMBERPA 1

SYSTEM, INC.

1-800-242-1776

20112942052

EX CONTOUR1815

WALL & INLET (BY OTHERS)

STORM DRAIN PIPE, HEAD/END

EX STORM DRAIN PIPE

R-4 STONE (BY OTHERS)

PIPE OUTFALL STONE APRON,

TEST PIT LOCATION

S O

A T

N N

E N

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D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

C E

R T

C U

M E x

PLAN

SCALE: 1" = 20’

P W

P :d m s

A O b

C .d g n

E D

X L

P B

M A

A O b

C .d g n

C-1080

EX WATER LINE

EX GAS LINE

CONTRACTOR WORK LIMITS

POWER POLE (BY OTHERS)

EX ELECTRIC LINE, OVERHEAD

ELECTRIC LINE, OVERHEAD (BY OTHERS)

EX ELECTRIC LINE, UNDERGROUND

EX TELEPHONE, UNDERGROUND

(BY OTHERS)

DITCH W/FLOW DIRECTION

B O

S E

T T I

L P

B B

L S

SANITARY SEWER LINE (BY OTHERS)

E X

G C

O N

N S

G E

N E

R A

L S

E P

L A

N s

B E

S C

H N

E L

L E

R ,P .E

LEGEND

1835 1835

1845 1845

1850 1850

1855 1855

MAIN

NANCE

BUIL

DIN

EXIS

TIN

TP-3

TP-4

TP-1

E 1735513.19

N 509009.43

E 1735913.23

N 508871.67

E 1735522.94

N 509037.74

E 1735560.76

N 509024.70 E 1735927.16

N 508912.14

TP-2

TP-5

E 1735847.85

N 509082.83 E 1735609.09

N 509165.04

E 1735946.42

N 509091.19

E 1735860.88

N 509120.68

TO SR 1001

O P

SEE DWG C-1080.

FOR DIMENSIONS OF RAMP,

ACCESS RAMP PAVEMENT.

MULCH IN NON-PAVED AREA

PLACE TOPSOIL, SEED AND

EXISTING GAS LINE

EXISTING TRAPEZODIAL DITCH

EXISTING DAM ACCESS ROAD

LINES, 4" WIDE (TYP)

PAINT YELLOW

CONCRETE SIDEWALK, 5 FT WIDE

SANITARY SEWER (BY OTHERS)

TRAPEZODIAL DITCH (BY OTHERS)

UNDERDRAIN PIPE (BY OTHERS)

OFFICE BUILDING

RESIDENT ENGINEER

PRE-ENGINEERED

PARKING AREA

PAVEMENT

BITUMINOUS

250’-0"

Y P

5’-0" (TYP)

15’-0" 15’-0"

70’-0"

1/2" EXPANSION

JOINT (TYP)

15’-0" (TYP)

1/4" CONTROL JOINT (TYP)

5’-0" (TYP)

5’-0"

9’-0" (TYP)

5’-0" (TYP)

11’-0" (TYP)

WHEEL STOP (TYP)

3’-6" (TYP)

SECURITY CHAIN LINK FENCE, 7 FT HIGH

SLIDE GATE, 25 FT

WATER LINE (BY OTHERS)

8’-0"

9’-0"

EDGE OF BITUMINOUS PAVEMENT

BITUMINOUS CURB

SCALE: 1"= 10’

20’10’

LOCATION OF THE UTILITIES IN THE FIELD.

& DWG M-8020 IS APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE EXACT

3. THE LOCATION OF THE EXISTING UTILITIES SHOWN ON THIS DRAWING, DWG C-1080

THE CONTRACTING OFFICER.

LOCATION IS TO BE DETERMINED IN THE FIELD WITH THE APPROVAL OF

2. THE APPROXIMATE LOCATION OF THE NEW BUILDING IS SHOWN. FINAL

1. FOR LEGEND, SEE DWG C-1080.

NOTES:

C E

R T

C U

M E

N T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

R x

SCALE: 1" = 10’

B O

S E

P W

P :d m s

A O b

C .d g n

E D

X L

P B

M A

A O b

C .d g n

C-1081

T A

E D S

E P

L A

B L

S s

B E

S C

H N

E L

L E

P .E

1850 1850

A C-3082

B C-3082

EL 1852.30 EL 1853.00

EL 1854.26 EL 1854.26

FENCE

CHAIN LINK

FENCE

CHAIN LINK

1’-0" (TYP)

GROUND

EXISTING

OFFICE BUILDING

RESIDENT ENGINEER

PRE-ENGINEERED

SIDEWALK, 4"

CONCRETE UNDERDRAIN PIPE, 4" (BY OTHERS)

FINISHED GRADE

5’-0"

15’-0"150’-0" PARKING AREA

SEE NOTE 1.

SURFACE (BY OTHERS).

EXISTING STONE AGGREGATE

SEE NOTE 3.

BUILDING FOUNDATION

15’-0"70’-0"– (SEE NOTE 5.)

BITUMINOUS CURB

1853.8

FENCE

CHAIN LINK FENCE

CHAIN LINK

EX GAS LINE, 2"

15’-0"

1’-0" (TYP)

EXISTING GROUND

EL 1853.6

OFFICE BUILDING

RESIDENT ENGINEER

PRE-ENGINEERED

GRADE

FINISHED

5’-0"

SIDEWALK, 4"

CONCRETE

84’-0"

LANDSCAPED AREA

SEE NOTE 1.

SURFACE (BY OTHERS).

EXISTING STONE AGGREGATE

48" BELOW SURFACE)

FROST LINE (APPROXIMATELY

SEE NOTE 3.

BUILDING FOUNDATION.

30’-0"– (SEE NOTE 5.)

1’-0"

2�" BITUMINOUS BINDER COURSE

1�" BITUMINOUS WEARING COURSE

BASE COURSE (BY OTHERS)

EXISTING 6" AGGREGATE

SCALE: 1"= 10’

20’10’

A C-1081

SECTION

SCALE: 1"=10’

B C-1081

SECTION

SCALE: 1"=10’

C-3082

DETAIL

NO SCALE

C-3082

DETAIL

SCALE: 1"=1’-0"

BITUMINOUS CURB

VARMIT PROTECTION SHALL BE PROVIDED AT DAYLIGHT OF PIPE.

AND ARE TO OUTLET WITH A SLOPE WALL TO THE EXISTING TRAPEZIODAL DITCH.

6. BUILDING FOUNDATION DRAINS AND DOWNSPOUT ROOF DRAINS ARE TO BE PROVIDED

REQUIREMENTS.

AND SUBMITTED BY THE CONTRACTOR. SEE SPECIFICATIONS FOR MINIMUM

5. BUILDING DIMENSIONS SHOWN ARE APPROXIMATE. DIMENSIONS SHALL BE DESIGNED

AT 1.5% SLOPE. SEE PLAN ON DWG C-1080.

4. PAVEMENT SURFACE IS TO SLOPE NORTHWARD (AWAY FROM THE ACCESS ROAD)

FROST LINE TO PREVENT FROST HEAVE DAMAGE TO THE BUILDING.

THE FOOTING FOR THE FOUNDATION SHALL BE SET AT A DEPTH BELOW THE

3. THE BUILDING FOUNDATION SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER.

2. PAVEMENT SECTION ALSO APPLIES TO ENTRANCE RAMP.

AND PLACED WHERE DIRECTED BY CONTRACTING OFFICER.

PROIR TO PLACEMENT OF BUILDING FOUNDATION AND TOPSOIL FOR LANDSCAPING

1. STONE AGGREGATE (SUBGRADE WAS PREPARED BY OTHERS) IS TO BE REMOVED

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

C E

R T

C U

M E x

C-3082

B O

S E

P W

P :d m s

A O b

.d g n

T S

D R

S T

M A

A O b

.d g n

C T

N S D

E T

B L

S s

B E

S C

H N

E L

L E

P .E

EL 1854.4–

FINISHED FLOOR

EL 1853.8EL 1853.8

CLDITCH

C-3082

AREA

LANDSCAPED

AREA

LANDSCAPED

C-3082

3. EXISTING 6" AGGREGATE BASE COURSE (BY OTHERS)

2. 2�" BITUMINOUS BINDER COURSE

1. 1�" BITUMINOUS WEARING COURSE

PAVEMENT SECTION:

CLACCESS ROAD

CLDITCH

EL 1854.3

EL 1853.0

EL 1854.4–

FINISHED FLOOR

1% SLOPE

1.5% SLOPE

AREA

LANDSCAPED SEE NOTE 1.

BITUMINOUS PAVEMENT LANDSCAPED AREA

70’-0"

40’-0"20’-0"10’-0"

10’-0"9’-0"9’-0"18’-0"24’-0"

9’-0"9’-0"

0 5’

SCALE: 1"= 5’

10’

REQUIREMENTS.

AND SUBMITTED BY THE CONTRACTOR. SEE SPECIFICATIONS FOR MINIMUM

BUILDING DIMENSIONS SHOWN ARE APPROXIMATE. DIMENSIONS SHALL BE DESIGNED

NOTE:

C E

R T

C U

M E

N T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

R x

P W

P :d m s

A O b

.d g n

T S

D R

S T

M A

A O b

.d g n

C-4083

H E

M A

L O

O R P

L A

SCALE: 1" = 5’

FLOOR PLAN

B O

S E

T T I

L P

B B

L S s

B E

S C

H N

E L

L E

P .E

KITCHEN

CONFERENCE ROOM

AREA

RECEPTION

FILES

OFFICE NO. 1

BATHROOM

ROOM

STORAGE

BATHROOM

OFFICE NO. 2 OFFICE NO. 3 OFFICE NO. 4 OFFICE NO. 5

ROOM

PLOTTER

ROOM

MECHANICAL ROOM

COMMUNICATIONS

C-5084

DETAIL

NO SCALE

PRECAST WHEEL STOP

CONCRETE SIDEWALK

C-5084

DETAIL

SCALE: 1"=1’-0"

C-5084

DETAIL

SCALE: 1"=1’-0"

C-5084

DETAIL

SCALE: 1"=1’-0"

(TYP)

BACKER ROD

ONE �" DIA

SIDEWALK PAVEMENT 6 x 6 - W2.9 x W2.9

WELDED WIRE FABRIC,

JOINT SEALING MATERIAL JOINT SEALING MATERIAL

X X

BACKER ROD

ONE �" DIA

TOOL (TYP)

ROUND WITH EDGING

OR FORMED

SAW CUT

MATERIAL

EXPANSION JOINT PAVEMENT

SIDEWALK

6 x 6 - W2.9 x W2.9

WELDED WIRE FABRIC,

�" EXPANSION JOINT �" CONTROL JOINT

WELDED WIRE FABRIC

6 X 6 X W2.9 X W2.9

AWAY FROM BUILDING

SLOPE SIDEWALK �"/FT

NOTE:

6" BASE COURSE MATERIAL

x x x x x

4" CONCRETE SIDEWALK

C E

R T

C U

M E

N T

8’- 0"

1" DIA HOLE

PLAN

ELEVATION

1 1/2" 1 1/2"

SECTION

8" 8"

10"

1’-0" 2’-6" 2’-6"1’-0" 1’-0"

#4 BARS (TYP.)

BUMPER CURB, SEE NOTE

ANCHOR PIN GROUTED IN

OF PAVEMENT

3’-6" TO EDGE

FINISHED GRADE

PROJECTING 7" ABOVE

INTO NEW SURFACE AND

LONG, DRILLED AND GROUTED

BE 3/4" DIA. STEEL PIN 21"

NOTE: ANCHOR PIN SHALL

B E

S C

H N

E L

L E

P .E

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

R x

C-5084

B O

S E

P W

P :d m s

A O b

.d g n

T S

D R

S T

M A

A O b

.d g n

C T

N D

E T

B L

0 1’ 2’

SCALE: 1"=1’

CONCRETE BASE

GRADE

(�" DIA. MIN.)

TRUSS ROD

OR PULL POST

CORNER, TERMINAL,

BRACE RAILS

TOP OF RAIL

BARBED-WIRE ON EXTENSION ARMS

LINE POST

(9 GAGE 2" MESH)

CHAIN-LINK FABRIC

(TYPICAL)

TIE WIRES OR CLIPS

BOTTOM OF FABRIC

TENSION WIRE

LINE POST

(TYPICAL)

TIE WIRES

(TYPICAL)

HOG RINGS

TRUSS ROD

LINE POST

TOP RAIL

BRACE RAILS

PULL POST

TRUSS ROD

BRACE RAILS

LINE POST

FITTING OF COPPER

OR APPROVED CLAMP TYPE

MOLDED EXOTHERMIC WELD

GROUND ROD

CLAD STEEL

�" DIA. COPPER

COPPER WIRE

#4 AWG STRANDED

FENCE POST

10’-0"10’-0"

1’-4"

1’-0"

10’-0"10’-0"

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

C E

R T

C U

M E x

XXXXX

X X X X X

XXXXX

X X

XXX

X X X

XXX

XXXX

X X X X

XXXX

XXXXX

X X X X X

XXXXX

XXX

X X

MAXIMUM MAXIMUM

F A

T H

MIN. DIA. MIN. DIA.

X X

XXX

X X X

XXX

XXXX

X X X X

XXXX

XXXXX

X X X X X

XXXXX

X X

X X X

XXX

X X X

X X X X

XXXX

X X X X

X X X X X

XXXXX

X X X X X

PROVIDE BRACE PANEL WHENEVER STRAIGHT RUNS EXCEED 500 FEET.

NOTE:

MAXIMUM

AND MUST MATCH EXISTING FENCE COATING.

3. ALL NEW FENCE AND GATES INSTALLED SHALL BE ZINC COATED

SHALL BE PLACED ON THE OPPOSITE SIDE OF THE SECURE AREA.

ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC

2. WIRE TIES, RAILS, POSTS AND BRACES SHALL BE CONSTRUCTED

METHODS OF INSTALLATION.

INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT

NOTES:

USE AND SECTION

STEEL POST SCHEDULE

FABRIC OVER 96"

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC LESS THAN 72" FABRIC 72"-96"

TUBULAR - ROUND

CORNER, END AND PULL POSTS

TUBULAR - ROUND

LINE POSTS

TUBULAR - ROUND

TOP, BOTTOM AND BRACE RAILS

2.375" O.D. 2.875" O.D. 4.00" O.D.

2.375" O.D.

1.66" O.D.

1.90" O.D. 2.875" O.D.

GROUNDING DETAIL

SCALE: �"=1’

C-5085

B O

S E

P W

P :d m s

A O b

.d g n

T S

D R

S T

M A

A O b

.d g n

CHAIN-LINK SECURITY FENCE DETAIL

BRACE PANEL DETAIL

SCALE: 1/2"=1’

NOTE: POSTS SHALL BE EQUALLY SPACED.

T Y

A L F

E N

C E D

E T

B L

0 2’ 4’ 6’

SCALE: �"=1’

2’ 4’0 1’

SCALE: �"=1’

B E

S C

H N

E L

L E

P .E

GATE FRAME

25’-0"

BACK FRAME (B)

10’-0"

3’-0"

DIA.

2’-0"

B R

D T

N.T.S.

ELEVATION - SLIDE GATE

SECURITY

BOLLARD

LATCH

AND

CATCH

NOTES:

MATCH EXISTING.

5. ALL NEW FENCE AND GATES INSTALLED SHALL BE ZINC-COATED. ALL SHALL

FLEXIBLE TINNED COPPER BOND STRAP. SEE SPECS.

4. THE GATE PANELS SHALL BE BONDED TO THE GATE POSTS WITH A 1"x �"

FOR THE PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED.

BRACE ALL WELDED GATE FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE

A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS RODS TO

SHALL BE ASSEMBLES USING HEAVY FITTINGS. AT CONTRACTOR’S OPTION,

NOMINAL (SQUARE). GATE FRAMES SHALL BE OF WELDED CONSTRUCTION OR

3. ALL GATE FRAMES SHALL BE A MINIMUM 1.90" NOMINAL (ROUND) OR 2.00"

ASSEMBLY AND GATE KEEPERS (EXCEPT AS NOTED).

2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH

LIMIT OTHER TYPES OF FENCES SECTIONS AND METHODS OF INSTALLATION.

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO

HOLE

WITH END EYE �"Ø

GALVANIZED 1"Ø ROD

PERIMETER

#4 @ 9" AROUND

NEW PAVEMENT

HOOK

FOR CABLE ATTACHMENT/DETACHMENT.

3. PROVIDE REMOVABLE COUPLINGS AT EACH BOLLARD

THROUGH GATE MESH 18" ABOVE GRADE.

2. PROVIDE �" GALVANIZED STEEL CABLE WOVEN

1. 2 REQUIRED (ONE AT EACH END OF FENCE GATE).

DWG NOTE:

1. SEE DRAWING C-5087 FOR FENCE DETAILS.

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

C E

R T

C U

M E x

LINE POST

3’-10" FOR POSTS 8�" 0.D.

3’-4" FOR POSTS 6�" O.D.

4" O.D.

2’-10" MIN. FOR POSTS TO

POSTS TO 4" O.D.

16" DIA. MIN. FOR GATE

POSTS OVER 4" O.D.

24" DIA. MIN. FOR GATE

3"–

SUPPORT RAILS

2" SQ. VERTICAL

CABLE �"

SECURITY

WIRE (TYP.)

3 STRANDS OF BARBED

BRACE RAIL (TYP)

TOP RAIL

LINE POST

TRUSS ROD (TYP.)

BRACE RAIL (TYP.)

GRADE LINE

WIRE (TYP)

REINFORCING

BOTTOM

NOT SHOWN

SECURITY BOLLARD

(2 REQ’D) (TYP)

40 GALV POST

4" OD SCHEDULE

SPECIFICATIONS

PER MANUFACTURES

AND ANCHORS AS

SUPPORT BRACKETS

ASSEMBLY

ROLLER GUIDE

AND TOP RAIL

ONE PIECE TRACK

SUPPORT RAIL

2" SQ. LATERAL

SUPPORT RAILS

2" SQ. VERTICAL

4"x2" BOTTOM RAIL

GATE POST SCHEDULE

6’ OR LESS

MORE THAN 6’ TO 13’

MORE THAN 13’ TO 18’

MORE THAN 18’ 8.625" OD

6.625" OD

4.0" OD

2.875" OD

(NOMINAL)

GATE LEAF WIDTH

(NOMINAL)

DIMENSION

OUTSIDE

C-5086

B O

S E

P W

P :d m s

A O b

C .d g n

E D

X L

P B

M A

A O b

C .d g n

A L G

A T

E D

E T

S s

B E

S C

H N

E L

L E

P .E

B O

S E

T T I

S C

H N

E L

L E

SECTION

N.T.S.

DETAIL

N.T.S.

(�" MIN. DIA.)

TRUSS ROD

TENSION BAND

CARRIAGE BOLT

STRETCHER BAR

FABRIC LINK

ENGAGE EACH

STRETCHER BAR TO

FABRIC

AND BOTTOM OF FABRIC

WITHIN 4" FROM TOP

TENSION BAND (15" O.C. MAX.)

TENSION WIRE

BARBED-WIRE OR

(�" MIN. DIA.)

TRUSS ROD

CONCRETE BASE

AND BOTTOM OF FABRIC)

WITHIN 4" FROM TOP

(15" O.C. MAX.AND

TIE WIRE

(2’-0" O.C. MAX.)

9 GAGE TIE WIRES

FABRIC

(TYPICAL)

RIVETED FLUSH

�" PLAIN PIN

(TYPICAL)

BARBED WIRE

(TYPICAL)

LOCK PIN

(TYPICAL

RIVETED FLUSH

�" PLAIN PIN

1’ -1

1’-0"

1’

SCALE: 3"=1’

3" 6" 9" 12"

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

C E

R T

C U

M E x

ROUND POST END OR GATE POST DETAIL

H-BEAM

BRACE RAIL CLAMP DETAILS

SCALE: 3"=1’

TENSION BAND DETAIL

FASTENING DETAILS

TRUSS ROD AND BAND

TURNBUCKLE

SCALE: 3"=1’

AND MUST MATCH EXISTING FENCE COATING.

3. ALL NEW FENCE AND GATES INSTALLED SHALL BE ZINC COATED

SHALL BE PLACED ON THE OPPOSITE SIDE OF THE SECURE AREA.

ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC

2. WIRE TIES, RAILS, POSTS AND BRACES SHALL BE CONSTRUCTED

METHODS OF INSTALLATION.

INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT

NOTES:

SCALE: 3"=1’

LINE POST ATTACHMENTS

SCALE: 3"=1’

TOP OR BRACE RAIL ATTACHMENT

EXTENSION ARM DETAILS

(T Y P

AL)

SCALE: 3" = 1’

CORNER POSTLINE POST

C-5087

B O

S E

P W

P :d m s

A O b

C .d g n

E D

X L

P B

M A

A O b

C .d g n

F E

N C

T Y

A L P

O S

R A

N D

F A

S T

E N

G D

E T

B L

R s

B E

S C

H N

E L

L E

P .E

PARKING AREA

PAVEMENT

BITUMINOUS

TRAPEZODIAL DITCH

SEWER LINE

EXISTING 6" DIA

EXISTING DAM ACCESS ROAD

P.E. GAS LINE

CONNECT TO EXISTING

TO EXISTING WATERLINE

CONNECT NEW WATERLINE

45’-0"

STOP & VALVE BOX

PROVIDE NEW GAS CURB

CONTRACTOR

TO BE DETERMINED BY

NEW P.E. GAS LINE, SIZE

6" SDR 35 PVC

COPPER

1�" TYPE "K"

COUPLING

TRANSITION

LINE IS INSTALLED

AFTER NEW SEWER

EXISTING MH #3

FINISH INVERT IN

INV EL 1845.20

EXISTING MH #3

P.E. GAS LINE

EXISTING 2" DIA

NEW MH #4

BITUMINOUS CURB

EXISTING 1�" WATER LINE

SECURITY CHAIN LINK FENCE, 7 FT HIGH

1�" SDR 21 PVC

SCALE: 1"= 10’

20’10’ x

Wx x x

LEGEND

VALVE

MANHOLE

NEW GAS LINE

NEW SEWER LINE

NEW WATER LINE

EXISTING GAS LINE

EXISTING SEWER LINE

EXISTING WATER LINE

P W

P :d m s

A O b

M .d g n

E D

X L

P B

M A

A O b

M .d g n

M-8020

SCALE: 1" = 10’

W E

L E

U T

Y S

E P

L A

D L

B s

B O

R E

P .E

PLAN

SCALE: 1" = 10’

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

C E

R T

C U

M E x

1850 1850

PRESSURE SEWER

BRANCH SIZE

3" MINIMUM

U M

3" MINIMUM

U M

3" MINIMUM

PIPE SIZE B C D E F G

8" 8" 5" 5" 6" 6"

7" 7"

9" 9"

1 �" & 1 �"

2 �"

10" 10" 10" 10"

12" 12" 12" 12"

26" 12" 12" 12" 16" 12"

11 1/4°, 22 1/2°, 45°HORIZONTAL

AND LOWER VERTICAL BENDS

90°HORIZONTAL BENDS

THRUST BLOCK DETAILS

N.T.S.

TEES

SECTION

5. DO NOT ENCASE JOINTS

4. SEE PS/1.42 FOR UPPER VERTICAL BENDS

3. BUTTRESS SIZED FOR 150 psi

GROUND OR FIRM SUBGRADE

2. CARRY ALL BEARING SURFACES TO UNDISTURBED

1. f c = 4000 psi @ 28 DAYS

P W

P :d m s

A O b

.d g n

E D

X L

P B

A O b

.d g n

M A

L O

W E

M-8021

U T

Y D

E T

S H

E E

T O

D L

B O

R E

P .E

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

C E

R T

C U

M E x

MIN

MAX

NO SCALE

PIPE O.D.

TAMPED IN 6" LAYERS

BACKFILL TO BE

SUITABLE COMPACTED

EXISTING GRADE

MAX

MIN

REPLACE SURFACE IN KIND)

AS SPECIFIED (IN PAVED AREAS

4" MINIMUM TOP SOIL WITH SEEDING

WATERLINE DETAIL

MIN

MAX

PIPE O.D.

TAMPED IN 6" LAYERS

BACKFILL TO BE

SUITABLE COMPACTED

MAX

MIN

SEEDING AS SPECIFIED

4" MINIMUM TOP SOIL WITH

GRADE

EXISTING

NO SCALE

WHERE OTHERWISE NOTED

DETAIL "A" TO BE USED EXCEPT

TYPICAL TRENCH DETAILS

SEWER LINE DETAIL

(PENNDOT 2A)

INITIAL BACKFILL

(PENNDOT 2A)

BEDDING MATERIAL

(SAND)

BEDDING MATERIAL

(SAND)

INITIAL BACKFILL

TAPE TYP. ALL TRENCHES

6" WIDE DETECTABLE ID MARKING

TAPE TYP. ALL TRENCHES

6" WIDE DETECTABLE ID MARKING

FLEXIBLE MH

SLEEVES

(TYPICAL)

NOTE: MAXINUM 1’-0" ADJUSTMENT TO GRADE WITH PRECAST GRADE RINGS

TYPICAL MANHOLE DETAIL

NO SCALE

MONOLITHIC BASE

PIPE TO FORM INVERT CHANNEL

SLOPE LEAN CONCRETE TO CENTERLINE OF

CONTOUR GROUND TO SLOPE AWAY FROM MH

GROUT IN PLACE

SECTION (TYP.)

AND CONCRETE MANHOLE

SEALANT BETWEEN FRAME

FLEXIBLE BUTYL RUBBER

NEENAH MODEL NO. R-1642 OR EQUAL

CAST IRON FRAME AND COVER

CONCRETE

SEALANT (TYP.)

FLEXIBLE BUTYL RUBBER

UNDISTURBED EARTH

ANCHOR TO

STEEL LADDER @ 12" TO BOTTOM

MANHOLE RUNGS OR GALV.

6’-10" DIA MIN

6" MIN

4’-0" DIA

8"8"

2’-0" DIA

(TYP)

STONE LEVELING COURSE

COMPACTED CRUSHED

LEAN CONCRETE FILL TO CREATE INVERT

1’-0"

(TYP)

COMPACTED TO 95% PROCTOR

COMPACTED IN 6" LAYERS

STONE SIZE OF 3" DIAMETER

MATERIAL WITH MAXIMUM

BACK FILL WITH EXCAVATED

PER ASTM C-478 STANDARDS

PRECAST MANHOLE SECTIONS CONSTRUCTION

PIPE SIZES

SEE PLAN FOR

HORIZ. SEPARATION VERT. SEPARATION

SEWER CROSSING DETAIL

NO SCALE

10’-0"

M I

WATER

FORCE MAIN SEWER PIPE ONLY

GRAVITY OR FORCE MAIN SEWER PIPE

SEWER

R T

C U

M E

P W

P :d m s

A O b

.d g n

T S

D R

S T

M A

A O b

.d g n

M-8022

W E

Y D

E T

S H

E E

T O

D L

B O

R E

P .E

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

R x

SAND BEDDING

SEEDING AS SPECIFIED.

4" MINIMUM TOP SOIL WITH

1’-6" AFF.

PIPING SHALL BE

W/ PIPE SLEEVE.

BUILDING WALL

PENETRATE THROUGH

8" 8"

EXISTING GRADE

MAX MAX

MIN

BACKFILL

SUITABLE COMPACTED

TYPICAL SERVICE LINE TO SITE

EXISTING GRADE

GAS LINE TRENCH DETAIL

NOT TO SCALE

GAS LINE

POLYETHYLENE

NEW

NEW CURB STOP

SHUT OFF VALVE

POLYETHYLENE/STEEL

GAS TRANSITION FITTING

SERVICE LINE

GAS LINE

NEW POLYETHYLENE

MAIN GAS LINE

EXISTING 2" P.E.

GAS MAIN

TAP EXISTING

O.D.

PIPE

1’-0" BELOW SURFACE.

MARKING TAPE SHALL BE LOCATED 4.

OTHER UTILITIES.

MAINTAIN 6" CLEARANCE FROM3.

SLOPES.

MAINTAIN TRENCH DEPTH IN 2.

UNDERGORUND GAS PIPING.

TYPICAL TRENCH DETAIL FOR 1.

GENERAL NOTES

GRADE

BLACK STEEL PIPE

NEW SCHEDULE 40

TOP OF NEW VALVE BOX

(SAND)

INITIAL BACKFILL

TAPE TYP ALL TRENCHES

6" WIDE DETECTABLE ID MARKING

PROVIDE WATER TIGHT SEAL

GAS LINE WITH FLEXIBLE SEALANT TO

FILL VOID BETWEEN PIPE SLEEVE AND

ON BUILDING WALL

LIGHTING PANEL LP

TEL. BOX

P3 P2 P1

P4 P5

PPC AND METER POLE

EXISTING POWER PANEL

PPC

HANDHOLE

ELECTRICAL

(TYP. FOR 5 POLES)

LIGHTING POLE

PARKING AREA

1 �"C

GGG

G G

TRANSFORMER POLE

POWER LINE TO UTILITY

EXISTING SERVICE OVERHEAD

DITCH

SLIDE GATE

W/25FT OPENING

MAIN ENTRANCE

(TYP. FOR 5 POLES)

GROUNDING ROD

LIGHTING POLE

ROOM

CONFERENCE

ROOM

STORAGE

ROOM

RECEPTION

TEL

CONTROL STATION

ENTRANCE GATE

BUILDING

RESIDENT OFFICE

ROOM

ELEC

MECH

(TYP. FOR 6 LOCATIONS)

FENCE GROUNDING ROD

FOR POWER CABLES

W/ (3)-3"C, PVC

CONDUIT DUCTBANK

FOR COMM. CABLES

W/ (2)-3"C, PVC

CONDUIT DUCTBANK

CABLES WITH MESSENGER WIRES

FEED RESIDENT OFFICE. SUPPORT

OF EXISTING POWER PANEL PPC TO

ON BOTH POLES FOR CONNECTION

CONDUIT RISERS AND WEATHERHEADS

PROVIDE OVERHEAD POWER LINE WITH

AND PVC FOR UNDERGROUND

GRADE, EXPOSED CONDUITS TO BE GRS

TO BE CAPPED AT 1 FT ABOVE FINISHED

HEAD AT 15FT HIGH ON POLE, SPARE

WITH CABLES SHALL HAVE WEATHER

CABLES TO HANDHOLES. CONDUIT RISER

AND (5)-3"C, SECURED ON POLE FOR

8 FT DEEP IN WELL TEMPED GROUND

30 FT LONG, CLASS 7, BOTTOM AT

INSTALL A TREATED WOOD POLE

CONTRACTOR SHALL FURNISH AND

HANDHOLE

COMM.

PARKING AREA LIGHTS

WITH 1 �"C, PVC FOR

CONDUIT DUCTBANKS

WITH PHOTOCELL CONTROL

PACK #WWL12-8X2W-XPW-001

WHITE, LED COMPACT WALL-

LEDTRONICS HI-POWER, PURE

DOOR, TYPE LED, 27W, 120V

FIXTURE "L" AT 6" MIN. ABOVE

PROVIDE EXTERIOR LIGHTING

G GG

NOTES:

2. FOR EXISTING POWER PANEL PPC, SEE DWG# E-7021.

1. ACTUAL LOCATION OF ELECTRICAL HANDHOLE SHALL BE FIELD DETERMINED.

THE CURRENT NATIONAL ELECTRICAL CODE, NFPA 70.

PANEL MOUNT TYPE. LOAD CENTER IS NOT ACCEPTABLE. ALL ELECTRICAL WORK SHALL COMPLY WITH

AVAILABLE SPACES. LIGHTING PANEL LP SHALL BE PROTECTED BY AN ADEQUATE SURGE SUPPRESSOR

CIRCUIT SPACES, SURFACE MOUNT, UL LISTED NEMA 1 ENCLOSURE. PROVIDE BREAKERS, 20A MIN IN ALL

LP SHALL NOT BE LESS THAN 200A, 120-240VAC, 1-PHASE, 3-WIRE, MAIN BREAKER PANEL WITH 42 SINGLE

8. THE CONTRACTOR SHALL PROVIDE AND INSTALL LIGHTING PANEL LP AS SHOWN ON DRAWING. THE PANEL

5. PROVIDE APPROPRIATE GUY WIRES AND ANCHORS FOR SUPPORTING POWER POLE AS REQUIRED.

PULLING ROPE AND BE CAPPED.

4. POLE SHALL BE LOCATED AT 3 FT MAX FROM FENCE. ALL SPARE CONDUITS MUST HAVE NYLON

3. FOR PARKING AREA LIGHTING POLE, ELECTRICAL TRENCH, HANDHOLE DETAILS, SEE DWG# E-7025.

6. CONDUIT STUB-UPS INSIDE COMM. AND MECHANICAL ROOMS SHALL BE 6 INCHES MIN AFF.

7. ALL UNDERGROUND CONDUITS SHALL BE CONCRETE ENCASED PER DETAILS ON DRAWING #E-7025.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

P W

P :d m s

A O b

.d g n

T S

D E

S Q

A O b

.d g n

M A

C T

A L S

Y S

T E

E-7020

SCALE: 1" = 10’

D A

N G

U Y

E N

N G

U Y

E N

E S

B O

R E

P .E

ELECTRICAL SITE PLAN

E L E

C T

A L S

E P

5FT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

C E

R T

C U

M E x

NO. 1

OFFICE

ROOM

MEN

ROOM

WOMEN KITCHEN

NO. 2

OFFICE

NO. 3

OFFICE

NO. 4

OFFICE

NO. 5

OFFICE

ROOM

COMM

ROOM

PLOTTER

0 20’10’

SCALE: 1"=10’

(CL)

P W

P :d m s

A O b

.d g n

T S

D R

S T

A O b

.d g n

M A

E-7021

L E

C T

A L S

Y S

T E

E L E

C T

O W

E R O

N E -L

E D

G R

A M

D A

N G

U Y

E N

N G

U Y

E N

E S

B O

R E

P .E

A N

D E

L E

C T

A L S

Y M

B O

L L

E G

E N

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

C E

R T

C U

M E x

(1) (2) (3) (4) (5) (6) (7)

G S/N

(8) (9)

NO SCALE

NOTES:

PPC

20A

(SPARE) (SPARE)

100A

20A

(2)-#10, #12GRD, 1 �"C

(2P)

SPACE

(2P)

SPACE

(2P)

SPACE

BY WEST PENN POWER CO.

50KVA, 120-240V, 1PH, 3W

TRANSFORMER POLE

TO EXISTING UTILITY

ELECTRIC POWER ONE-LINE DIAGRAM

(LOCATED NEAR METER POLE)

NEMA 3R ENCL., BOLT-ON CKT. BRK, TVSS ASSEMBLED

400A, MLO, 120/240V, 1PH, 3W, 30 CIRCUIT SPACES

EXISTING POWER PANELBOARD "PPC"

(LOCATED NEAR METER POLE)

LIMITING 400A FUSES

400A, 2P W/CURRENT

SERVICE DISCONNECT SW.

EXISTING

EQUIPMENT POLE

AT SERVICE

RECEPTACLE

EXISTING

(3)-4/0, #6GRD, 3"C

200A

W EXIST. WATER LINE

GX EXIST. GAS LINE

SS EXIST. SEWAGE LINE

ELECTRIC LINE, OVERHEAD

UNDERGROUND ELECTRIC LINE

S S3, T

POWER POLE

3/C#12 W/GRD, 3/4"C

2#12, #12GRD, 3/4"C

IN 3/4" DIA. CONDUIT (TYPICAL)

2 SINGLE CONDUCTORS #12 AND 1 GROUND #12

GROUND IN 3/4" DIA. CONDUIT (TYPICAL)

MULTI-CONDUCTOR CABLE (3 CONDUCTORS) WITH

NORMAL BALLAST- CEILING SURFACE MOUNT

1X4 LIGHTING FIXTURE "C" - FLUORESCENT WITH

& EMERGENCY BALLASTS- CEILING SURFACE MOUNT

1X4 LIGHTING FIXTURE "D" - FLUORESCENT WITH NORMAL

MH = 48" AFF

S= SWITCH - SINGLE POLE, S3= THREE-WAY SWITCH

UTILITY POLE STEEL GUY WIRE AND ANCHOR SIZED AS REQUIRED

COMBINED LED EXIT SIGN WITH 2 HEAD LIGHTS AND BATTERY BACK-UP

OUTLET)CEILING CL= OUTLET; FLOOR (FL=

W/GRD125VAC - 20A - RECEPTACLE DUPLEX

ELECTRICAL SYMBOL LEGEND:

FIXTURE TYPE PARABOLIC, 3 LAMPS TYPE F32T8

NORMAL & EMERGENCY BALLASTS, RECESSED TROFFER

2X4 LIGHTING FIXTURE "B" - FLUORESCENT WITH

TYPE PARABOLIC, 3 LAMPS TYPE F32T8

NORMAL BALLAST, RECESSED TROFFER FIXTURE

2X4 LIGHTING FIXTURE "A" - FLUORESCENT WITH

MOUNT WALL EXTERIOR "L"- FIXTURE LIGHTING LED

S/N

P3P4P5

PARKING AREA LIGHTING POLES

P2 P1

20A/2P

(SPARE)

MADE BY THE SAME EXISTING PANELBOARD MANUFACTURER OR INTERCHANGEABLE IF THE SAME RATING.

PANEL PPC AND CONDUCTOR CABLES TO FEED LIGHTING PANEL LP. NEW CIRCUIT BREAKER SHALL BE

2. CONTRACTOR SHALL PROVIDE AND INSTALL 200A, 2P, 240VAC CIRCUIT BREAKER IN EXISTING POWER

GFCI, WP

MAIN

200A/2P

OFFICE TRAILER

CONTRACTOR’S FIELD

SITE DEVELOPMENT

DAM ACCESS ROAD

EXISTING FEEDER TO

SURGE ARRESTOR PROVIDED

SURFACE MOUNT WITH PANEL MOUNT

SPACES, NEMA 1 ENCLOSURE

120/240VAC, 1 PH, 3W, 42 SINGLE

LIGHTING PANEL LP, 200A MAIN CB.

RESIDENT ENGINEER’S OFFICE BLDG.

(FL= FLOOR MOUNT) AND (CL= CEILING MOUNT)

TYPE RJ45 WITH COMMUNICATION CABLE CAT.6

TELEPHONE AND NETWORK CONNECTOR, TRIPLE OUTLET

CONTROL

PHOTOELECTRIC

MOUNTWALL #2104, MODEL TORK

SPST208-277VAC, 2000W, CONTROL, PHOTOELECTRIC

LIGHTING POLES, SEE DWG# E-7020.

MOUNTED ON EXTERIOR BUILDING WALL AS SHOWN ON DWG #E-7022. FOR LOCATION OF PARKING AREA

BY A PHOTOELECTRIC CONTROL, 2000W, 208-277VAC AND APPROPRIATE NEMA 4X JUNCTION BOX, WALL

IN RESIDENT OFFICE BUILDING LIGHTING PANEL LP. PARKING LIGHTING CIRCUIT SHALL BE CONTROLLED

1. PROVIDE CIRCUIT WIRING FOR PARKING AREA LIGHTING UTILIZING CIRCUIT BREAKER 2OA, 2P, 240V

MOUNTING HEIGHT AT 18" AFF, EXCEPT AS NOTED.

TRIPLE OUTLET TYPE RJ45 AND COMMUNICATION CABLE CAT.6

TELEPHONE AND NETWORK OUTLET WALL MOUNT

WEATHERPROOF)WP= INTERRUPTOR; CIRCUIT FAULT GROUND (GFCI=

NOTEDAS EXCEPT COUNTERTOP, ABOVE 6" AND AFF 18" @

MOUNTWALL W/GRD, 125VAC - 20A - RECEPTACLE DUPLEX

AT 2 FEET AWAY FROM BUILDING FOUNDATION

#6 AWG SOLID BARE COPPER GROUND WIRE, LOCATED

�" X 10FT (L) GROUND ROD, COPPER CLAD STEEL AND

AND #6 COPPER WIRE

CLAD GROUND RODS

(2)-�"X 10FT COPPER

FILES

KITCHEN

BATHROOM

ROOM

CONFERENCE

TELLP

L L

RECEPTION

OFF-1

ROOM

MECHANICAL

STORAGE

BATHROOM

NOTES:

1. PROVIDE A DEDICATED CIRCUIT FOR EMERGENCY EXIT SIGN FIXTURES.

A A

B B

BACKUP (TYP. FOR 2 LOCATIONS)

2-HEAD LIGHTS WITH BATTERY

COMBINED LED EXIT SIGN AND

ROOM

COMM

OFFICE NO.2 OFFICE NO.3 OFFICE NO.4 OFFICE NO.5

ROOM

PLOTTER

C A A

LAYOUT LIGHTING INTERIOR

TO THE GOVERNMENT FOR APPROVAL PRIOR TO INSTALLATION.

IN THE BUILDING INCLUDING EMERGENCY AND EXIT SIGN ALONG WITH CIRCUIT HOMERUN TO LIGHTING PANEL

3. THE CONTRACTOR SHALL PROVIDE LAYOUT OF CIRCUIT WIRING CONNECTION DIAGRAMS OF LIGHTING SYSTEM

2. POWER CABLES FOR LIGHTING SYSTEM SHALL BE PROTECTED INSIDE CONDUIT.

LIGHTING PANEL "LP"

(TYPICAL FOR 3 LOCATIONS)

MOUNTED AT 1FT ABOVE DOOR

TYPE LED, PHOTOCELL CONTROL

EXTERIOR LIGHTING FIXTURE "L"

1’-0"1/4"= SCALE:

@ 48" AFF (TYP)

WALL MOUNT

LIGHT SWITCH

TELEPHONE BOX

NETWORK AND

PROPERLY SEALED. ACTUAL LOCATION AND DIRECTION MAY BE FIELD DETERMINED TO AVOID RECYCLING EFFECT.

EXTERIOR WALL TO TURN ON PARKING AREA LIGHTS FROM DUSK TO DAWN. ANY CONDUIT THRU WALL SHALL BE

4. PHOTOELECTRIC CONTROL, 2000W, 208-277VAC, SPST, TORK MODEL #2104 AND NEMA 4X BOX MOUNTED ON

MOUNTED BELOW CEILING

EMERGENCY ELECTRONIC BALLAST

2-LAMPS F32T8, WITH NORMAL AND

1X4 FT, LOW PROFILE WRAPAROUND

DECORATIVE FLUORESCENT FIXTURE "D"

BALLAST, 120VAC, 60HZ (TYP)

AND EMERGENCY ELECTRONIC

TYPE F32T8, INCLUDING NORMAL

FIXTURE TYPE PARABOLIC, 3 LAMPS

2X4 FT, RECESSED TROFFER

FLUORESCENT LIGHTING FIXTURE "B"

60HZ (TYP)

ELECTRONIC BALLAST, 120VAC

TYPE F32T8, INCLUDING NORMAL

FIXTURE TYPE PARABOLIC, 3 LAMPS

2X4 FT, RECESSED TROFFER

FLUORESCENT LIGHTING FIXTURE "A"

TO COMM. HANDHOLE

COMM. DUCTBANK

TO ELEC. HANDHOLE

POWER DUCTBANK

SECURED ON BUILDING WALL

ON NEMA 4X JUNCTION BOX

PHOTOELECTRIC CONTROL

PARKING AREA LIGHTING

LEGEND:

21 , BY LIGHT SWITCH #1 OR #2 IN CONFERENCE ROOM.

- DENOTE THE ASSOCIATED FIXTURE CONTROLLED

PLANBUILDING OFFICE RESIDENT

20’5’0 10’

SCALE: 1/4"=1’-0"

E M

S S S S

SSS

S S

P W

P :d m s

A O b

.d g n

T S

D R

S T

A O b

.d g n

M A

C T

A L S

Y S

T E

E-7022

R E

E N

T O

F F

E B

G P

L A

D A

N G

U Y

E N

N G

U Y

E N

E S

B O

R E

P .E

E R

R L

H T

G L

A Y

O U

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

C E

R T

C U

M E x

KITCHEN

BATHROOM

ROOM

CONFERENCE

GFI GFI

GFI

TELLP

FL CL

RECEPTION

OFF-1

ROOM

MECHANICAL

STORAGE

SPACES, NEMA 1 ENCLOSURE

3W, 60HZ, 42 SINGLE CIRCUIT

200A MAIN CB, 120/240V, 1-PH

ELECTRIC LIGHTING PANEL "LP"

BATHROOM

120VAC W/GRD ON WALL (TYP)

DUPLEX RECEPTACLE OUTLET

NOTES:

COUNTER TOP (TYP)

INSTALLED AT 6" MIN ABOVE

GFCI RECEPTACLE OUTLET

3. PROVIDE APPROPRIATE ELECTRIC EXHAUST FANS IN KITCHEN AND TWO BATHROOMS FOR VENTILATION.

3 3

FIELD DETERMINED LOCATION

OUTLETS FOR PROJECTOR

AND NETWORK INFORMATION

PROVIDE CEILING MOUNT POWER

ROOM

COMM

FIELD DETERMINED LOCATION

MANUALLY, CEILING MOUNT

ROLLER TYPE, OPERATED

PROVIDE PROJECTOR SCREEN

OFFICE NO.2 OFFICE NO.3 OFFICE NO.4 OFFICE NO.5

CABLE IS NOT ACCEPTABLE IN THE PROJECT.

IS AS MINIMUM. NOMINAL SIZE OF CONDUIT SHALL BE OF 3/4" AS MINIMUM. ALUMINUM CONDUCTOR

1. THE SINGLE AND MULTI-CONDUCTOR CABLES FOR POWER SHALL BE OF COPPER. CABLE SIZE #12AWG

GFI GFI

ROOM

PLOTTER

PANEL LP FEEDER

(3)-#4/0, #6GRD, 2"C

GFI, WP

OUTLETS FOR KITCHEN APPLIANCE, SUCH AS REFRIGERATOR, MICROWAVE OVEN.

4. PROVIDE SEPARATE CIRCUIT FOR EACH RECEPTACLE OUTLET IN KITCHEN. PROVIDE APPROPRIATE RECEPTACLE

LAYOUTNETWORK COMMUNICATION AND POWER

ON WALL (TYP)

COMM. NETWORK OUTLET

CIRCUIT BREAKER SCHEDULE TO THE GOVERNMENT FOR APPROVAL PRIOR TO INSTALLATION.

OUTLETS WITH INDICATING HOMERUN CIRCUITS TO LIGHTING PANEL IN THE BUILDING ALONG WITH PANELBOARD

5. THE CONTRACTOR SHALL PROVIDE LAYOUT OF CIRCUIT WIRING CONNECTION DIAGRAMS OF RECEPTACLE

ALARM SYSTEM CABLES SHALL BE INSTALLED ON CABLE TRAYS. FOR INFORMATION, SEE DWG #E-7024.

2. POWER CABLES SHALL BE PROTECTED INSIDE CONDUIT. COMMUNICATION NETWORK AND SECURITY FIRE

1 2

FIELD DETERMINED LOCATION

FUTURE CONFERENCE TABLE

OUTLETS ON FLOOR BELOW

PROVIDE POWER AND NETWORK

1’-0"1/4"= SCALE:

TELEPHONE BOX

NETWORK AND

AND TELEPHONE CONNECTION IN THE BUILDING, SIZED AS REQUIRED .

6. PROVIDE A NETWORK AND TELEPHONE BOX WITH NUMBER OF TERMINAL BLOCKS FOR USE OF NETWORKING

COMM. HANDHOLE

COMM. DUCTBANK TO

TO ELEC. HANDHOLE

POWER DUCTBANK

PLANBUILDING OFFICE RESIDENT

20’5’0 10’

SCALE: 1/4"=1’-0"

P W

P :d m s

A O b

.d g n

T S

D R

S T

A O b

.d g n

M A

C T

A L S

Y S

T E

E-7023

R E

E N

T O

F F

E B

G P

L A

TTT

T T T

T T

T T T T T

T T

D A

N G

U Y

E N

N G

U Y

E N

E S

B O

R E

P .E

P O

W E

R A

N D C

O M

M U

A T

N N

E T

W O

R K L

A Y

O U

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

C E

R T

C U

M E x

KITCHEN

BATHROOM

ROOM

CONFERENCE

TEL

ROOM

MECHANICAL

BATHROOM

ROOM

COMM.

NOTES:

ROOM

PLOTTER

NO.2

OFFICE

NO.1

OFFICE

NO.3

OFFICE

NO.4

OFFICE

NO.5

OFFICEROOM

STORAGE

ROOM

RECEPTION

FACP

SEE DWG#E-7021

ELECTRIC LIGHTING PANEL "LP"

OUTLETS FOR PROJECTOR

CEILING MOUNT COMUNICATION

OUTLETS)

COMMUNICATION

(TYPICAL FOR ALL

PANEL FACP

CONTROL

FIRE ALARM

BMS

B M

AND COMUNICATION

OUTLETS FOR POWER

FROM WALL TO FLOOR

CONCRETE FLOOR

EMBEDDED BELOW

PROVIDE (2)-1"C, GRS

2X6 FLEXTRAY 2X6 FLEXTRAY2X6 FLEXTRAY

E X

T R

A Y

E X

T R

A Y

2X6 FLEXTRAY

2X2 FLEXTRAY (TYP)

KEY PAD, WALL MOUNT

SECURITY SYSTEM

DOOR ELECTRONIC

KEY PAD, WALL MOUNT

SECURITY SYSTEM

DOOR ELECTRONIC

LEGEND:

BMS

FACP

TEL

PANELCONTROL ALARM FIRE

MOUNTFLOOR

MOUNTCEILING

PANELLIGHTING

TELEPHONE

ALARM SYSTEM CABLES ONLY. THE CABLE TRAY SHALL BE GROUNDED AS REQUIRED PER CODE.

4. CABLE TRAY SHALL BE USED FOR SUPPORTING COMMUNICATION NETWORK AND SECURITY FIRE

TRAY OR APPROVED EQUAL

AND 2" (DEEP) X 2" (WIDE)

2" (DEEP) X 6" (WIDE) TRAY

INDICATED INCLUDING

B-LINE FLEXTRAY, SIZE AS

CEILING, CATALOG COOPER

CABLES ABOVE DROP

NETWORK COMMUNICATION

CABLE TRAYS TO SUPPORT

RECOMMENDATION.

RODS BRACKETS, CHANNELS AND ASSOCIATED HARDWARES PER CABLE TRAY MANUFACTURER’S

WALL. CABLE TRAY SHALL BE SECURED ON THE BUILDING STRUCTURE UTILIZING THREADED

DROPPING FROM TRAY TO COMMUNICATION OUTLET VIA STEEL CONDUIT EMBEDDED INSIDE

CABLES. LOCATION OF CABLE TRAY SHALL RUN CLOSE TO TOP OF WALLS FOR CABLES

3. PROVIDE CABLE TRAY, TYPE FLEXTRAY ABOVE CEILING FOR SUPPORTING COMMUNICATION

ALONG WITH SPECIFICATION COMPYING WITH CURRENT CODE REQUIREMENT FOR APPROVAL BEFORE INSTALLATION.

AFTER DOOR OPENING. THE CONTRACTOR SHALL SUBMIT SECURITY AND FIRE ALARM SYSTEM WIRING LAYOUT

PROVIDED AND INSTALLED NEARBY ENTRANCE DOOR AND ACCESSIBLE BY PERSONNEL WITHIN 30 SECONDS

CONTRACTING REPRESENTATIVE FOR INSTRUCTION. A CODED KEY PAD FOR SECURITY SYSTEM SHALL BE

TELEPHONE DIALER FOR SENDING ALARM SIGNAL TO AUTHORIZED SECURITY OFFICE FOR RESPONSES. CONTACT

AND COMPLY WITH NATIONAL ELECTRICAL CODE NFPA 70. THE SECURITY ALARM SHALL BE CONNECTED TO

LIGHT WITH ASSOCIATED WIRING AS REQUIRED PER CURRENT NATIONAL FIRE ALARM AND SIGNALING CODE, NFPA 72

MAGNETIC CONTACTOR ON DOUBLE-HUNG WINDOW AND AUDIBLE/VISIBLE WARNING ALARM BELL AND STROBE

AND HEAT DETECTORS, MANUAL PULL STATION, BALANCED-MAGNETIC SWITCH (BMS) ON THE ENTRANCE DOOR

PANEL "FACP" WITH BATTERY BACKUP AND SIGNAL INPUT DEVICES (NOT SHOWN) SUCH AS IONIZATION SMOKE

IN THE RESIDENT BUILDING. THE SECURITY AND FIRE ALARM SYSTEM SHALL CONSIST OF FIRE ALARM CONTROL

2. THE CONTRACTOR SHALL PROVIDE AND INSTALL A COMPLETE ELECTRONIC SECURITY AND FIRE ALARM SYSTEM

(TYP)

SWITCH BMS FOR DOOR SECURITY

PROVIDE BALANCED-MAGNETIC

DOOR MOUNT

BALANCED-MAGNETIC SWITCH

OUTLET BOX IN WALL (TYP)

RECESSED COMMUNICATION

LAYOUTSYSTEM ALARM AND COMMUNICATION FOR TRAYS CABLE

1’-0"1/4"= SCALE:

TELEPHONE BOX

NETWORK AND

AND INSTALLATION AS REQUIRED. FOR ADDITIONAL REQUIREMENT, SEE SPECS.

1. THE CONTRACTOR SHALL PROVIDE NETWORK WIRING CONNECTION INSIDE THE BUILDING INCLUDING MATERIAL

STROBEALARM VISIBLE/AUDIBLE

BUILDING

FIRE ALARM CONTROL PANEL FACP INSIDE

ACTUAL LOCATION AND CONNECTED TO

OR APPROVED EQUAL. FIELD DETERMINED

EDWARDS SIGNALING MODEL NO. 2452THS-110-R

USE, 110 CANDELA HORN STROBE, CATALOG

STROBE, WEATHERPROOF FOR OUTDOOR

PROVIDE A VISIBLE/AUDIBLE ALARM

UP TO ABOVE DROP CEILING TO PROTECT NETWORK INFORMATION CABLE INSIDE THE WALL.

5. PROVIDE 1"C, EMT CONDUIT CONNECTED TO WALL RECESSED COMUNICATION OUTLET BOX AND

PLANBUILDING OFFICE RESIDENT

P W

P :d m s

A O b

.d g n

T S

D R

S T

A O b

.d g n

M A

E-7024

L E

C T

A L S

Y S

T E

D A

N G

U Y

E N

N G

U Y

E N

E S

B O

R E

P .E

R E

E N

T O

F F

E B

G P

L A

C A

B L E T

R A

Y S F

O R C

O M

M U

A T

N A

N D A

L A

R M S

Y S T

E M L

A Y

O U

20’5’0 10’

SCALE: 1/4"=1’-0"

TTT

T T T

T T

T T T T T

T T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

C E

R T

C U

M E x

R T

C U

M E

P W

P :d m s

A O b

.d g n

E D

X L

P B

A O b

.d g n

M A

C T

A L S

Y S

T E

E-7025

D A

N G

U Y

E N

N G

U Y

E N

E S

B O

R E

P .E

P A

R K

G A

R E

A L

H T

G S

T A

N D

A R

D E

L E

C T

A L

C O

M M

U N

A T

N H

A N

D H

O L E A

N D T

R E

N C

H D

E T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

R x

POLE BASE DETAIL

NO SCALE

REQUIRED

LIGHTING STANDARD

NOTES:

NO SCALE

ELEVATION

POLE

Y P

PLAN

CONDUITS AS

CONNECTOR

GROUND

4" GRAVEL

(TYP FOR 5 POLES)

LIGHTING POLE SECTION

TRENCH DETAIL

1" CHAMFER, ALL AROUND

AND CONCRETE BASE

PAD BETWEEN POLE

PROVIDE 1" GROUT

TO ORIGINAL CONDITION

RESTORE TOP SURFACE

FREE BACKFILL

TAMPED ROCK

EXPOSED CONDUIT, GALVANIZED RIGID STEEL REQUIRED.

1. UNDERGROUND CONDUITS SHALL BE OF PVC SCHEDULE 40.

SQUARE

SHAFT BASE & BOLT CIRCLE

BASE COVER

POLE MANUFACTURER

BOLT CIRCLE PER

(4 REQUIRED)

ANCHOR BOLT

1" X 36" X 4"

CONCRETE BASE

UP 6" ABOVE

(2)-1�"C STUB

INSIDE NEAR HANDHOLE

PROVIDE GROUND LUG

2"X5" HANDHOLE & COVER

#3 TIES

@ 12" C-C

1�" CONDUIT (TYP)

8-#6

1"X36"X2" (4 REQUIRED)

ANCHOR BOLT

PER MANUFACTURER

ANCHOR BOLT TEMPLATE

DIA

20"

FINISHED GRADE

ARM

MIN

5" SQUARE STRAIGHT STEEL POLE

6" 6"

WITH END BELL (TYP)

CONDUIT PVC SCH 40

FINISHED GRADE

IN BOTTOM

6 INCHES OF GRAVEL

CAT#NEENAH R-1883-G1

FRAME AND SOLID LID

CAST IRON ANGLE

AROUND CONDUITS

CONCRETE TO COVER

ENCASEMENT WITH 4" MIN

PROVIDE CONCRETE

#3 @ 15" ALL AROUND (TYP)

#3 REBARS, 3 PER FACE

ELECTRICAL HANDHOLE DETAIL

NO SCALE

(SECTIONAL ELEVATION)

(3)-3"C

1 �"C

6" 16.47"

SQUARE

22"X22"

GRADE, ALL AROUND

TOP AT 2" ABOVE FINISHED

ENCASED (TYP)

CONCRETE

#SLB003-FLEM6S-001, OR APPROVED EQUAL

#SLL003P-35X2W-XPW-005 AND BRACKET

MOUNTING BRACKET, SQUARE, CATALOG

HI-POWER 88 WATT, 240 VAC WITH 6"

STYLE, PURE WHITE, BEAM PATTERN TYPE V

LED LIGHTING FIXTURE, LEDTRONICS SHOEBOX

FOR DESCRIPTIVE PURPOSES ONLY

#SSS2555G, CATALOG NUMBER

MANUFACTURED BY HOLOPHANE

SQUARE STRAIGHT STEEL POLE

(3)-1 �"C

(2)-1 �"C AT P2, P3, P4

(1)-1 �"C AT P1, P5

2. POLE GROUNDING ROD AND 1" CONDUIT ARE NOT SHOWN. NO SCALE

COMMUNICATION HANDHOLE DETAIL

OR APPROVED EQUAL

PART #PG1324HG00

PG STYLE BOX

BOLTS FOR 13"X 24"

HEAVY-DUTY W/2

QUAZITE GASKETED

HANDHOLE COVER

OF GRAVEL IN BOTTOM

PROVIDE 6 INCHES

15�"

11�"

FINISHED GRADE

EQUAL

PG1324BA18 OR APPROVED

OPEN BOTTOM, PART NO.

PG STYLE BOX, STACKABLE

POLYMER CONCRETE 13"X24"

CATALOG QUAZITE PRECAST

COMMUNICATION HANDHOLE

WARNING TAPE

BURIED ELECTRIC LINE

6" WIDE DETECTABLE

BELLS AND SEALED

PENETRATING WITH END

LEVEL FOR (2)-3"C, PVC

BOX AT 24" BELOW GRADE

DRILL 2 HOLES ON LOWER

COPPER CLAD STEEL

3/4"X10’-0" GRD ROD

(4)-#3 TIES @4" C-C

8-#6

@ 12" C-C

#3 TIES

3" CONCRETE COVER

GROUNDING

SHOWN) FOR POLE

WIRE IN 1"C, PVC (NOT

#6 GRD BARE COPPER

CONCRETE BASE

CIRCULAR

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

T S

B U

R G

E N

T E

N G

E E

R O

F F

E B

C L

A R

N R

E R

E A

S T B

R A

N C

H L

A K

D A

M S

A F

E T

Y M

O D

A T

N P

R O J E

C T

W N

C E

R T

C U

M E x

40’10’0 20’

SCALE: 1"=20’

P W

P :d m s

A O b

.d g n

T S

D E

S Q

M A

A O b

.d g n

E R

O S

N A

N D S

E D

E N

T C

O N

T R

O L

G O

L D

E N

C R

A T

T Y

L P

B s

B E

S C

H N

E L

L E

P .E

X-1030

P L

U E

U C

WOODED AREA

ASPHALT ROADWAY

ASPHALT DRIVEWAY

A S

P H

E W

A Y

LAWN

MAIN

NANCE

BUIL

DIN

0 3

1835 1835

1850 1850

CONCRETE SIDEWALK

CFS-12

C F

C F S -1

CFS-12

CFS-12CFS-12

CFS-12

CFS

-12

CFS-12

C F S -1

CFS-12

RCE

CFS-12

CONSTRUCTION ACTIVITIES PERMIT No.: PAI062411003.

SET FORTH IN INDIVIDUAL NPDES PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH

3. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE CONDITIONS

UTILITIES.

INC., SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING UNDERGOUND

EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM,

2. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR

THE ELK COUNTY CONSERVATION DISTRICT TO AN ON-SITE PRE-CONSTRUCTION MEETING.

CONSTRUCTION STORMWATER MANAGEMENT PLAN PREPARER, AND A REPRESENTATIVE FROM

THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE POST-

CLEARING AND GRUBBING), THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS,

1. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES (INCLUDING

PUMPED WATER FILTER BAG (PWFB).

TRENCH SHALL BE PUMPED OUT AND FILTERED THROUGH A

9. ANY WATER THAT ACCUMULATES IN THE BOTTOM OF THE

ALONG TOP OF TRENCH FOR STABILIZATION.

PLACE TURF REINFORCMENT MAT (TRM) OVER DISTURBED AREA

8. IF UTILITY WORK IS DONE OUTSIDE OF THE GROWING SEASON,

7. VEGETATE DISTURBED AREA ALONG THE TOP OF TRENCH.

6. BACKFILL TRENCH UP TO GRADE.

5. BACKFILL UTILITY LINE.

4. INSTALL UTILITY LINE.

BE OPEN AT ANY ONE TIME.

3. A MAXIMUM LENGTH OF 100 LINEAL FEET OF TRENCH SHALL

MATERIAL ON THE UPSLOPE SIDE OF THE OPEN TRENCH.

2. EXCAVATE TRENCH FOR UTILITY LINE, PLACING ALL EXCAVATED

ORDER PRIOR TO BEGINNING WORK.

1. ENSURE ALL E&S MEASURES ARE IN PLACE AND…

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