A.03.09_Plans_and_Specifications_3_of_4.pdf

2�"

I10x8.65(TYP.)

1�"1�"

BOLT w/ WASHER AND NUT

FOR �"" DIAM. x 2�" LG.

I6x4.03

I10x8.65

(ALUMINUM) (TYP.)

2"x�" GRATING

(ALUMINUM) (TYP.)

2"x�" GRATING

I10x8.65(TYP.)

(ALUMINUM) (TYP.)

2"x�" GRATING

2" 2"

�"(GAP)

I10x8.65

L4x4x�

L4x4x�"

�" (GAP)

�"(GAP)

(ALUMINUM) (TYP.)

2"x�" GRATING

�"(GAP)

I10x8.65

L4x4x�

L4x4x�

SCALE: 3" = 1’-0"

SECTION

S-110

F

SCALE: 3" = 1’-0"S-105

K S-110

SCALE: 3" = 1’-0"

SECTION

S-110

K

SCALE: 3" = 1’-0"

SECTION

S-105

E

F S-110

SCALE: 3" = 1’-0"S-105

SCALE: 3" = 1’-0"

SECTION

S-110

L

DETAIL: I10x8.65 AND L4x4x� CONNECTION

L S-110

DETAIL: C10 AND I10x8.65 CONNECTION

0 1’ 2’ 4’

SCALE: �" = 1’-0"

NOTES:

25% PT

(TYP.)

25% PT

(TYP.)

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S-110

4. FASTENERS AND HARDWARE SHALL BE 304 STAINLESS STEEL.

3. ALL BOLT HOLES SHALL BE �" UNLESS OTHERWISE NOTED.

BETWEEN PANNELS.

AND BANDED BARS SHALL BE WELDED AT ALL BEARING BARS. MINIMUM 6 FASTENERS AND�" SPACING

SPACED AT 1�" WITH CROSS BARS SPACED AT 4"; CENTER SURFACE SHALL BE SERRATED

2. ALUMINUM GRATING SHALL BE DIRECT METALS OR APPROVED EQUAL. 2"x� BEARING BARS

1. ALL STRUCTURAL COMPONENTS SHALL BE ALUMINUM 6061-T6 UNLESS OTHERWISE NOTED.

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IDENTIFICATION

SHEET

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T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

/1

/2

BEAMS (TO REMAIN)

EXISITING EMBEDED

BEAMS (TO REMAIN)

EXISITING EMBEDED

(TO BE DEMOLISHED)

AND PLATFORMS

EXISTING STAIRS, HANDRAIL,

TO REMAIN.

BEAMS AT PLATFORMS

DEMOLISHED. EMBEDED

AND PLATFORMS TO BE

EXISTING STAIRS, HANDRAIL,

TO REMAIN.

BEAMS AT PLATFORMS

DEMOLISHED. EMBEDED

AND PLATFORMS TO BE

EXISTING STAIRS, HANDRAIL,

DEMOLITION PLAN

(NOT TO SCALE)

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IDENTIFICATION

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SHEET OF

®of Engineers

US Army Corps

Huntington District

/1

/2

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IDENTIFICATION

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T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

/1

/2

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NOTES

MECHANICAL DRAWINGS.

EXISTING GAS LINE, SEE

TO BE REMOVED.

EXISTING TELEPHONE LINE

NOT TO SCALE

ELEVATION AT INTAKE STRUCTURE

BRIDGE NOT SHOWN FOR CLARITY

IN 1" CONDUIT TO BE REMOVED.

EXISTING GAGING STATION FEED

FOR CLARITY

BRIDGE NOT SHOWN

NOT TO SCALE

PLAN VIEW AT BRIDGE ABUTMENT

EXIST. CONCRETE DUCT BANK

OF EXISTING GAS LINE.

APPROXIMATE LOCATION ~

F

#6 GND IN 3" C.

EXIST. 4#4/0 AND

EXIST. SPARE 3" C.

EXIST. HANDHOLE 2.

LIMITS OF EXCAVATION FOR NEW ABUTMENT.

FROM INTAKE STRUCTURE TO A POINT BEYOND

EXISTING TELEPHONE LINE TO BE REMOVED

EXISTING GAGING STATION FEED IN 1" CONDUIT TO BE REMOVED.

CONDUCTORS TO INTAKE STRUCTURE.

CONDUCTORS IN HANDHOLE 2 TO NEW

MAY BE RE-USED TO SPLICE EXISTING

REMOVED. EXISTING POLARIS CONNECTORS

EXIST. ALUMINUM JUNCTION BOX TO BE

1. LOCATE EXISTING UTILITIES PRIOR TO ANY EXCAVATION.

EXISTING 1‚" CONDUIT TO BE REMOVED.

TO BE REMOVED.

WIRING IN ƒ" CONDUIT

EXISTING BRIDGE LIGHT

EXISTING ƒ" CONDUIT TO BE REMOVED.

TO BE REMOVED.

WIRING IN ƒ" CONDUIT

EXISTING BRIDGE LIGHT

EXISTING ƒ" CONDUIT TO BE REMOVED.

EXISTING 1‚" CONDUIT TO BE REMOVED.

EXISTING 2•" CONDUIT TO BE REMOVED.

TO MAIN PANEL IN INTAKE STRUCTURE.

TO BE REMOVED FROM HANDHOLE 2

EXIST. 4#4/0 AND #6 GND IN 2•" C.

STRUCTURE TO HANDHOLE 2.

TO BE REMOVED FROM MAIN PANEL IN INTAKE

EXISTING 4#4/0 AND #6 GND IN 2•" CONDUIT

RESOURCE MANAGER.

2. COORDINATE DISCONNECTION OF COMMERCIAL SERVICE WITH

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IDENTIFICATION

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SHEET OF

®of Engineers

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Huntington District

/1

/2

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MECHANICAL DRAWINGS.

NEW GAS LINE, SEE

IN NEW 3/4" CONDUIT.

NEW TELEPHONE LINE

NOT TO SCALE

ELEVATION AT INTAKE STRUCTURE

NEW 1" SPARE CONDUIT.

NOT TO SCALE

LIGHTING PLAN

20'-0" (TYP.)

NOT TO SCALE

LIGHT DETAIL

FITTING AND BONDING JUMPER FOR EACH CONDUIT.

CONDUITS AT INTAKE STRUCTURE. INSTALL EXPANSION

CONNECT NEW CONDUITS TO EXISTING EMBEDDED

TELEPHONE LINE.

EXISTING DIRECT BURIED

NOT TO SCALE

NOT TO SCALE

NEW ABUTMENT.

NEW ABUTMENT.

ELEVATION VIEW AT NEW ABUTMENT

PLAN VIEW AT NEW ABUTMENT

EXIST. CONCRETE DUCT BANK

#6 GND IN 3" C.

EXIST. 4#4/0 AND

EXIST. SPARE 3" C.

EXIST. HANDHOLE 2.

CAP FOR FUTURE USE.

1" RIGID STEEL C. SPARE,

FOR CLARITY.

BRIDGE NOT SHOWN

CO. REQUIREMENTS.

HANDHOLE PER TELEPHONE

SPLICE TELEPHONE LINE IN

SEE DETAIL THIS DRAWING.

NEW PRECAST HANDHOLE,

NOTES

CONDUIT.

LINE IN NEW ƒ"

NEW TELEPHONE

UP TO BRIDGE LIGHT.

IN ƒ" RIGID STEEL C.

NEW 2#12 AND #12 GND

CAP FOR FUTURE USE.

1‚" RIGID STEEL C. SPARE,

IN NEW ƒ" CONDUIT.

NEW BRIDGE LIGHT WIRING

NEW 1‚" SPARE CONDUIT.

IN NEW ƒ" CONDUIT.

NEW TELEPHONE LINE

(TYP. FOR 7)

SEE DETAIL THIS SHEET.

NEW LED LIGHT FIXTURE,

CONDUIT FROM PANEL TO HANDHOLE 2.

NEW 4#4/0 AND #6 GND IN NEW 2•"

(TYP. FOR 7)

LITHONIA TWS LED P1 50K 120 PE.

WITH PHOTOCONTROL, EQUAL TO

LUMEN, 5000K COLOR TEMPERATURE,

NEW 120V, 25W, LED LIGHT FIXTURE, 1476

THREADED ROD (TYP.)

NEW HOT DIP GALVANIZED

B-LINE B3100 SERIES (TYP.)

PIPE HANGER, EQUAL TO

NEW HOT DIP GALVANIZED

STEEL ELBOW (TYP.)

NEW PVC COATED RIGID

NEW "LB" FITTING (TYP.)

FOR BRIDGE LIGHTS.

NEW ƒ" RIGID STEEL C.

NEW 2#12 AND #12 GND IN

TO BRIDGE LIGHT.

FOR NEW ƒ" C. UP

NEW "T" FITTING

HANDHOLE 2.

PANEL IN INTAKE STRUCTURE TO

2•" RIGID STEEL C. FROM MAIN

NEW 4#4/0 AND #6 GND IN NEW

NOT TO SCALE

M

IN

LOGO "TELEPHONE".

TO PG1730CA0043, WITH THE

PG1730BA30 WITH COVER EQUAL

HANDHOLE EQUAL TO QUAZITE

17" X 30" X 30" DEEP PRECAST

EXIST. DIRECT BURIED TELEPHONE LINE

NEW PRECAST HANDHOLE DETAIL

1. NEW CONDUCTORS SHALL BE SINGLE CONDUCTOR COPPER, TYPE XHHW-2.

STEEL BELOW GRADE.

2. NEW CONDUIT SHALL BE RIGID STEEL ABOVE GRADE, PVC COATED RIGID

3. NEW HARDWARE SHALL BE HOT DIP GALVANIZED, OR STAINLESS STEEL.

BE LESS THAN 100 MEGOHMS.

FOR 15 SECONDS. MINIMUM INSULATION-RESISTANCE VALUES SHALL NOT

DC. TAKE READINGS AFTER 1 MINUTE AND UNTIL THE READING IS CONSTANT

AND ADJACENT CONDUCTORS. APPLIED POTENTIAL SHALL BE 1000 VOLTS

RESISTANCE TEST ON ALL NEW CONDUCTORS WITH RESPECT TO GROUND

4. AFTER INSTALLATION, PRIOR TO TERMINATING, PERFORM INSULATION-

EXISTING GAS METER LOCATION

" PIPE4

-1FROM 1" TO 1

EXISTING TRANSITION

INTAKE STRUCTURE

COORDINATE REMOVAL WITH UTILITY COMPANY.

REINSTALLATION NEAR NEW BRIDGE.

REMOVE GAS METER & KEEP FOR

TO METER ONCE NEW BRIDGE IS INSTALLED

LOCATION & INSTALL NEW FROM HERE

BREAK EXISTING PIPE AT THIS

: THD. ELBOW4

-1EXISTING 90 DEG 1

(UTILITY COMPANY OWNED)

VALVE LOCATION

APPROXIMATE YARD

(MUST BE REMOVED BY UTILITY COMPANY)

GAS LINE

EXISTING UNDERGROUND 1"

NOTES

1.

2.

3.

THE NEW ABUTTMENT HAS BEEN CONSTRUCTED & THE NEW BRIDGE INSTALLED

THE GAS METER IS TO BE RELOCATED IN ACCORDANCE WITH MP-102 ONCE

4. NO DEMOLITION INSIDE OF THE INTAKE STRUCTURE IS REQUIRED

3.

THEIR APPROVED CONTRACTORS

SPECIFICATIONS. THIS WORK MUST BE DONE BY THE UTILITY COMPANY OR ONE OF

NEW UNDERGROUND PIPING IS TO BE INSTALLED PER DWG. MP-101 AND THE CONTRACT

REMOVE ALL UNDERGROUND GAS PIPING BETWEEN THE METER & THE YARD VALVE.

ELBOW.

OUTSIDE OF THE INTAKE STRUCTURE. THE NEW PIPE IS TO BE RECONNECTED TO THIS EXISTING

BE REMOVED ON THE BRIDGE SIDE OF THE METER. DISCONNECT THE PIPE AT THE ELBOW ON THE

" LINE SHALL4

-1" SIZE UNDER THE LANDSIDE ABUTMENT. ALL 1" AND 14

-1TRANSITIONS TO A 1

THE GAS LINES ARE 1" IN SIZE GOING INTO & COMING OUT OF THE GAS METER. THE LINE

ISOLATED USING THE UPSTREAM YARD VALVE THAT IS INDICATED.

INSTALLATION OF THE NEW ABUTMENT. THE GAS METER SHOULD BE

THE GAS METER. THE METER MUST BE MOVED TO ALLOW FOR THE

CONTACT UTILITY COMPANY TO COORDINATE MOVEMENT OF

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IDENTIFICATION

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SHEET OF

®of Engineers

US Army Corps

Huntington District

/1

/2

MP100

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POINT FOR METRAFLEX LOOP

APPROX INSTALLATION

INSTALL PER MANUFACTURER'S INSTRUCTIONS

STRUCTURE

NEW PIPE AT THE INTAKE

TERMINATION POINT FOR

EXISTING ELBOW

YARD VALVE (UTILITY COMPANY OWNED)

APPROX LOCATION OF

OF THIS POINT

WORK UPSTREAM

MUST PERFORM ALL

UTILITY COMPANY

REF: METER BAR

MUST BE DONE BY UTILITY COMPANY (SEE NOTE)

INSTALL NEW 1" UNDERGROUND GAS LINE (APPROX 170 FT)

START OF HOUSE PIPING

LOCATION

GOVERNMENT REPRESENTATIVE FOR

COORDINATE WITH UTILITY COMPANY &

NEAR NEW BRIDGE LAND SIDE ABUTMENT

INSTALL METER

MP101

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PIPING LAYOUT - EXISTING BRIDGE (TO BE REPLACED) SHOWN

METRAFLEX METRALOOP DETAIL

& THE METER HAS BEEN RELOCATED

NEW BRIDGE INSTALLATION IS COMPLETE

NEW PIPING IS TO BE INSTALLED AFTER

EXISTING BRIDGE & PIPING SHOWN

NOTE:

NOTES

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- RESULTS OF PRESSURE & LEAK TESTS, CONDUCTED & DOCUMENTED PER NFPA 54

- PE PIPING WELDER CERTIFICATIONS

8. THE FOLLOWING ITEMS SHOULD BE SUBMITTED BY THE CONTRACTOR FOR GOVERNMENT APPROVAL

7. PAINT ALL METAL PIPING AFTER PRESSURE & LEAK TESTING HAS BEEN COMPLETED.

IS THE RESPONSIBILITY OF THE CONTRACTOR.

THAT ARE REQUIRED TO PEFORM THE LEAK TESTING THAT IS NOT ALREADY INSTALLED AT THE PROJECT

6. ALL PIPING SHALL BE INSTALLED & TESTED IN ACCORDANCE WITH NFPA 54. ANY TEST PORTS OR VALVING

OR EQUAL4

-1 PIPE SHALL BE SUPPORTED USING A CLEVIS STYLE HANGER, B-LINE MODEL B3100 - 1

BRIDGE WILL BE EQUIPPED WITH HORIZONTAL SUPPORTS TO WHICH THE PIPE SUPPORTS CAN BE ATTACHED. THE

SHALL BE SUPPORTED AT A SPACING INTERVAL THAT IS NOT TO EXCEED 10 FT IN LENGTH. THE NEW

5. ALL ABOVE-GROUND PIPING SHALL BE ASTM A53/A53M (BLACK PIPE). HORIZONTAL RUNS OF PIPE

MODEL # MLACT4125 OR APPROVED EQUAL IN THE HORIZONTAL RUN OF PIPE NEAR THE LAND SIDE ABUTMENT.

OUTSIDE WALL OF THE INTAKE STRUCRURE. INSTALL A METRAFLEX AGA/CSA GAS METRALOOP

ENTIRE LENGTH OF THE BRIDGE & SHALL TERMINATE AT THE EXISITNG ELBOW ON THE

" PIPE SHALL RUN THE4

-1" PIPE SHALL BE MADE NEAR THE LANDSIDE ABUTMENT. THE 14

-1 TO 1

4. 1" SCH. 40 PIPING SHALL BE INSTALLED FROM THE OUTLET OF THE METER & A TRANSITION

PERFORMED BY THE LOCAL UTILTY COMPANY.

3. THE TRANSITION FROM PE TO STEEL PIPE & THE TERMINATION AT THE METER INLET SHALL BE

BY THE UTILITY COMPANY OR ONE OF THEIR APPROVED CONTRACTORS.

TO BE BURIED ABOVE THE PE PIPE. THE BURIED LINE, RISER, & LOCK STOP VALVE MUST BE INSTALLED

UTLITY COMPANY AND SHALL INCLUDE A BURIED DETECTABLE IDENTIFICATION TAPE THAT IS

PIPING SHALL BE BURIED IN ACCORDANCE WITH GUIDELINES ESTABLISHED BY THE GOVERNING

SHALL BE POLYETHYLENE CONFORMING TO ASTM D2513 WITH A MAXIMUM SDR OF 11.5. THE

2. INSTALL UNDERGROUND GAS LINE FROM EXISTING YARD VALVE TO METER. THE PIPE

COMPANY BUT MUST BE INSTALLED PER ALL APPLICABLE STANDARDS & CONTRACT SPECIFICATIONS.

STARTS AT THE OUTLET OF THE METER BAR DOES NOT HAVE TO BE INSTALLED BY THE UTILITY

BY THE UTILITY COMPANY OR ONE OF THEIR APPROVED CONTRACTORS. THE "HOUSE LINE" WHICH

1. RELOCATE GAS METER NEAR ABUTMENT OF NEWLY INSTALLED BRIDGE. THE METER MUST BE INSTALLED

S O

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F

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D W

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D

2 3

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N

C O

N T

R A

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O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

/1

/2

14'

SEE SHEET S-101

INTAKE

OF PROJECTION

DIRECTION AND DISTANCE

BOREHOLE ID SHOWING

USCS CLASSIFICATION

LIQUID LIMIT

PLASTIC LIMIT

PLASTIC INDEX

RQD

PIEZOMETER TIP

BEDROCK TYPE

UCS (KSF)

(N-values unless otherwise indicated)

BLOW COUNTS per SAMPLED INTERVAL

EL. 955.0

TO BE REMOVED

ABUTMENT

PROPOSED

PROPOSED BRIDGE ABUTMENT

SCALE:

1" = 5' HORIZONTAL

1" = 5' VERTICAL

27%

INDURATED CLAY

WEATHERED SHALE

SHALE

COAL

SILTSTONE

NATURAL SOIL

FILL

EL. 944.5

PROJECTED 56.07'SW

CD-17-002

EL. 954.6

PROJECTED 3.5'NE

CD-17-001

NOTES

SPECIFICATION SECTION 31 00 00.

AND COMPACTED, CONSISTING OF #57 AGGREGATE IN ACCORDANCE WITH

BEDDING MATERIAL SUCH AS GRAVEL OR CRUSHED ROCK SHALL BE PLACED 2.

DENSITIES AND MOISTURE CONTENT IN ACCORDANCE WITH SPECIFICATIONS.

THE EXCAVATED SURFACE SHALL BE COMPACTED TO ENSURE IN PLACE 1.

0 5'

SCALE: 1"=5'

10' 0 5'

SCALE: 1"=5'

10'

ATWOOD LAKE

EL.946.0

EL.954.5

POOL EL. 928.0

NORMAL

N

PROFILE

S O

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O

F

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E N

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D A

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M A

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D E

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N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

/1

/2

GS101

27 37

IP

P

W P :d m s \G

S S

P I.

d g n h e c x jb

:1

/1 /2

IP

P

W P :d

\S

T D

V .p e n d e fa u lt a tt a c h e d f ro m d ia lo g

-F

E B -2

:4

G

S

P I.

d

IA

N F

O R

K O

F C

O N

O T

T O

N C

R E

E K

A T

W O

O D L

A K

E

N E

W C

U M

B E

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A N

D

O H

A

P

A M

P

H U

N T

IN

G T

O N D

IS

T R

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U .S

A R

M Y C

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LEGEND FOR BOREHOLES:

El. XXX.X (NAVD88)

PROJECTED XXX' X.

BH-XX

CL

SH

FOOTING FOUNDATION

PLAN VIEW OF

FOOTING FOUNDATION

0+00

0+50

1+00

1+50

80'0 40'

SCALE: 1"=40'

PLAN VIEW

CD-17-002

CD-17-001

PIPLLL

960960

960960

0+00 0+50 1+00 1+50

2443 19

CL

2040 15

2642 16

2543 18

2340 17

ML

CL

SH

IND. CLAY

SH

SLS

CL

0%

3.4

0%

0%

0%

80%

24.5%

PIPLLL

RQD

UCS RQD

UCS

ML

2037 17

2038 18

CL

SM

CL-ML

CL

CL-ML

ML

SM

CL-ML

ML

CL

ML

CL-ML

1630 14

1819 1

2438 14

SH

IND. CLAY

SH

SLS

CL

0%

0%

16%

42%

77%

34%

15%

28%

0.8

2.4

V

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V

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N

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

28 37

IP

P

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R-001

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N

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

29 37

IP

P

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FOR INFORMATION ONLY

R-002

F O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

30 37

IP

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