Final Plans.pdf

PDF 8 MB Posted Aug 18, 2009

Attached to: RECOVERY--Y--Troy Lock Lighting Renovations, New York
Solicitation number: W912DS-09-B-0020
Issued by: Department of the Army Corps of Engineers Engineering District New York

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PLANS

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File	Type	Posted
09-B-0020 Amendment 1.pdf	PDF	Sep 2, 2009
Final Specs.pdf	PDF	Aug 18, 2009
W912DS-09-B-0020.pdf	PDF	Aug 18, 2009

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8 7 6 5 4 3 2 1 0

D e sc ri p ti o n

D a te

S y m b o l

A p p r.

N E

W Y

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I S

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P S

O F

E N

G I N

E E

R S

T R

O Y

L O

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A M

R O

N E

W Y

O R

T-001

F il e n a m e

P lo t b y

S c a le

P lo t d a te

D a te

S iz e

R e v

D w n b y

C k d b y

D ra w in g f il e n o

D e s ig n e d b y

R e v ie w e d b y

D ra w in g c o d e

S u b m it te d b y

C h ie f:

N E

W Y

O R

N E

W Y

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C O

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S O

F E

N G

E R

U .S

R M

Y E

N G

E R

T R

TITLE

SCHEDULE OF DRAWINGS

SHEET NO.

TITLE SHEET, LOCATION MAPS & GENERAL NOTES

T I T

L E

S H

E E

T L

O C

A T

I O

M A

P S

E N

E R

A L

N O

T E

NORTH TROY - SITE MAP

231’ 7�"

TROY LOCK LIGHTING RENOVATIONS

TROY, NEW YORK

REMOVALS AND PROPOSED LIGHTING PLAN

E-101

E-100

Sheet reference number:

S H

E E

SHEET 1 OF 7

U.S. ARMY ENGINEER DISTRICT, NEW YORK

CORPS OF ENGINEERS

NEW YORK, NEW YORK

E-102

E-103

E-104

T-001

E-105

LOCATION PLANS SHEET 1

LOCATION PLANS SHEET 2

MISCELLANEOUS DETAILS SHEET 2

MISCELLANEOUS DETAILS SHEET 1

SCHEDULES

NTS

FLOW EBB

D e sc ri p ti o n

D a te

A p p r.

8 7 6 5 4 3 2 0

Sheet reference number:

8 7 6 5 4 3 2 01910

.S A

R M

Y E

N G

E R

T R

P S

O F

E N

G I N

E E

R S

E W

Y O

R K

E W

Y O

D e s ig n e d b y

D w n b y

C k d b y

R e v ie w e d b y

S u b m it te d b y a te

S iz e

F il e n a m e ip d e s ig n

P lo t d a te

P lo t b y

S c a le

S o li c it ia ti o n n o

C o n tr a c t n o

A p p r.

D a te

D e sc ri p ti o n

M a rk

C E

N A

N -E

O P

A N

S I

D T

R O

Y N

E W

Y O

R K

C R

D A

C W

-0

-D

-0

X X

X X X

X X

X X X

X X

X X X X X X X X

X X

XXXXXXXXXX

LOCK CHAMBER

DOWNSTREAM WEST GUIDEWALL

STORE HOUSE

OFFICE

EMERGENCY

HOUSE LAWN

ASPHALT

PARKING

TURNER STBOND STG

E N

A V

B O

A T

R A

M P

H U D S O N R I V E R

X X

X X X X X X X

X X

SLIDING SECURITY GATE

MAIN ENTRANCE

SAND BAG

STORAGE

HOUSE

CONTRACTOR

STAGING AREA

Electrical Panel

Pull Box

Pull Box Adjacent to Dock

Provide reinforced concrete base, pole and fixtures as shown in schedule. See details for location plan.

Pull Box

Emergency House

Pull Box

Electrical Panel in

Emergency House

SEE SCHEDULE FOR

CONDUIT AND WIRING

INFORMATION

Pull Box

PROVIDE (2) 4"

CONDUITS AND

PULL BOXES, SEE

SCHEDULE FOR

INFORMATION

PULL BOX AT

GENERATOR PAD

15" THCK CONCRETE

GENERATOR PAD

RETAINING WALL

Pull Box

PULL BOX E. SIDE OF LOCK

18" SQ PULL BOX

W1 W2, B

(EXISTING TRAFFIC SIGNAL IS ACCESSED

FROM THE 2ND FLOOR PLATFORM)

LOCK HOUSE MAIN

DISTRIBUTION PANEL

(1ST FLOOR)

REMOVALS AND PROPOSED

LIGHTING PLAN

UPSTREAM WEST GUIDEWALL

1 2 3

5 6

REMOVE EXISTING PEDESTALS, POLES, AND FIXTURES

AS SHOWN IN SCHEDULE. REMOVE SIGNAGE, HORNS,

AND APPURTENANCES AND TURN OVER TO LOCK

MAINTENANCE STAFF. SECURE EXISTING WIRING

IN TRANSFORMER HOUSING: FIELD MEASURE AND

PROVIDE BOLTED TRANSFORMER COVER AT EACH

LOCATION (TYP).

11 12

R E

M O

V A

L A

N D

P R

O P

O S

H T

P L

A N

T R

O Y

L O

C K

H T

R E

N O

V A

N S

A L

B A

N Y

L D

O F

J S J S

A Y

PULL BOX W. SIDE OF LOCK

NOTE:

1.) AS PER SPECIFICATIONS, VESSEL TRAFFIC WILL TAKE PRECEDENCE OVER

CONSTRUCTION ACTIVITIES. ANY CONSTRUCTION

ACTIVITY THAT MAY DELAY THE PASSAGE OF VESSELS,

MUST BE COORDINATED WITH AND APPROVED BY, IN

ADVANCE, THE COR.

2.) EXISTING LIGHT AND SIGNAL LOCATIONS SHOWN ARE APPROXIMATE.

3.) REMOVAL OF EXISTING PEDESTALS 8, 9, 14, 15, AND PREPARATION WORK

FOR FIXTURES E3, E4, E5, AND E6 MUST BE CONDUCTED WITH HAND HELD

JACKHAMMERS.

4.) SEE SCHEDULE FOR CONDUCTOR AND CONDUIT RUNS

5.) SEE SCHEDULE FOR REMOVALS

6.) SEE SCHEDULE FOR PROPOSED BASES, POLES, FIXTURES, AND APPURTENANCES.

J S

E-100

10" Thck Concrete Pad

SHEET 2 of 7

E-105 E-105 E-105 E-105

E-104E-104

E-104

4 3

RESURFACE

CONCRETE PAD

AND PROVIDE

AREA DRAIN

E-104

E-105 E-104

CONTROL BUILDING

(TYP-4)

UPPER MITER GATE

LOWER MITER GATE

LOCK HOUSE

LOCK MASTERS HOUSE

DAM

UPSTREAM CONCRETE

BULKHEAD

AND DOCK

UTILITY POLE

KEY

SYMBOL DESCRIPTION

EXISTING PEDESTAL, TRANSFORMER, POLE, AND FIXTURE LOCATIONS

SEE SCHEDULE FOR FOR REMOVALS.

PROPOSED REINFORCED CONCRETE BASE, LIGHT POLE AND FIXTURE LOCATIONS.

SEE SCHEDULE AND DETAILS.

PROPOSED LIGHT POLE AND FIXTURE LOCATIONS. SEE SCHEDULE AND DETAILS.

EXISTING TRAFFIC SIGNAL LIGHT POLE (TO REMAIN).

EXISTING TRAFFIC LIGHT SIGNAL (TO REMOVE).

PROPOSED TRAFFIC LIGHT SIGNAL. A.

A*.

J .S

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

US Army Corps of Engineers

D A

T E

S U

B M

E D

B Y

P L

O T

D A

T E

D A

T E

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 O

E-101

H O

R T

E S

A N

S I

U S

E R

N A

M E

P L

O T

T E

D B

Y T

New York District

U S

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.u s a c e .a r m y .m il

SHEET

REFERENCE

NUMBER

T R

O Y

T R

O Y

L O

C K

A N

D D

A M

H T

R E

N O

V A

E P

L A

CONCRETE PAD

WATERLINE

FILL

MATERIAL

BOAT

RAMP

CONCRETE

ASPHALT

RIVER

GRASS

PROPOSED LOCATION PLAN:

POLE/FIXTURE E3

N.T.S.

PROPOSED LOCATION PLAN:

POLE/FIXTURE E2

N.T.S.

PROPOSED LOCATION PLAN:

POLE/FIXTURE E1

N.T.S.

GRASS

RIVER

LOCK

CONCRETE BULKHEAD

HANDRAIL

HANDBOX

BOLLARDS (TYP-4)

FIRE HYDRANT

CONCRETE PAD

PROVIDE BASE, POLE

& FIXTURE NO.E3

HANDRAIL

FACE OF

LOCK

PROVIDE WIRE

FROM EMERGENCY

BUILDING

HANDRAIL

CONCRETE WALL

LIGHT POLE AND

PEDESTAL (TO BE REMOVED)

No. 16

PROVIDE BASE,

POLE AND FIXTURE

NO. E2

LIGHT POLE

PEDESTAL NO. 17

LIGHT POLE PEDESTAL

(No. 18)

EXISTING PULLBOX

CUT EXISTING EMPTY

CONDUIT IN BASEMENT

OF CONTROL STATION

EXISTING CONDUIT

FROM EMERGENCY

BUILDING

GRATING

CORE DRILL THRU

FOUNDATION WALL

PROVIDE BASE, POLE

AND FIXTURE No E-1

SAWCUT AND REMOVE

EXISTING CONCRETE.

PROVIDE CONDUIT WITH

WIRE TO FIXTURE.

REPAIR AND PATCH

CONCRETE.

SHEET 3 OF 7

L O

C A

N P

L A

N S

S H

E E

T R

O Y

E104

7’4"

6’3"

1.5’

7’0"

S .O

J .S

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

US Army Corps of Engineers

D A

T E

S U

B M

E D

B Y

P L

O T

D A

T E

D A

T E

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 O

E-102

A N

S I

P L

O T

T E

D B

New York District

U S

R M

Y E

N G

E R

T R

N E

W Y

O R

K h tt p

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.u s a c e .a rm y

.m il

SHEET

REFERENCE

NUMBER

CONCRETE

LOCK

CONCRETE

PROPOSED LOCATION PLAN:

POLE/FIXTURE E6

N.T.S.

PROPOSED LOCATION PLAN:

POLE/FIXTURE E5

N.T.S.

PROPOSED LOCATION PLAN:

POLE/FIXTURE E4

N.T.S.

CONCRETE

LOCK

CONTROL BUILDING

STEPS

EXISTING ELECTRICAL

PULLBOX

LIGHY POLE

(TO BE REMOVED)

AND PEDESTAL

No.13

HANDRAIL

FACE OF LOCK

PROVIDE BASE,

POLE AND FIXTURE

No. E6

PROVIDE BASE, POLE

AND FIXTURE No. E5

BOLLARD

FACE OF LOCK

HAND RAIL

REMOVE EXISTING PEDESTAL

AND POLE No.15. PROVIDE

PEDESTAL AND FIXTURE IN

PLACE.

EXISTING PULL BOX

PROVIDE BASE,

POLE AND

FIXTURE No. E4

LIGHT POLE AND

PEDESTAL No. 15

(TO BE REMOVED)

FACE OF LOCK

HANDRAIL

LIGHT POLE

AND PEDESTAL

No. 14 (TO BE

REMOVED) PROVIDE

PROPOSED PEDESTAL

AND FIXTURE

IN PLACE.

SHEET 4 OF 7

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L A

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S H

E E

1 1

E104E104

E104

1’0"

7’ 6"

7’

2’

7’

S .O

J .S

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

US Army Corps of Engineers

D A

T E

S U

B M

E D

B Y

P L

O T

D A

T E

D A

T E

M A

R K

D E

S C

N A

P P

D A

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C O

N T

R A

C T

N O

E-103

H O

R T

E S

A N

S I

U S

E R

N A

M E

P L

O T

T E

D B

Y T

New York District

A R

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SHEET

REFERENCE

NUMBER

Troy Lock and Dam

Summary of Proposed Conduits and Wiring

Prepared 6/5/09

Feed from Lock House Main Distribution Panel to Panel in Emergency House

Location

From To

Lock House Main

Distribution Panel (1 st floor) breaker

Exit from Lock House basement at 18"sq pull box

Provide

Conduit

Approximate

Length (Ft)

Provide

Conductors *

(4) 400 KCMIL

(1) 1/0 AWG

Provide wiring from breakerinside

Panel,through existing 1 st floor penetration,then route across basement inside existing troughs.

18" sq pull box at Lock

House

Pull box on west side of lock

Pull box on east side of lock

Pull box at generator pad

Proposed Pull Box A 7 (2) 4"

(4) 400 KCMIL

(1) 1/0 AWG

(4) 400 KCMIL

(1) 1/0 AWG

(4) 400 KCMIL

(1) 1/0 AWG

(4) 400 KCMIL

(1) 1/0 AWG

Provide wiring in existing conduit.

Provide wiring in existing conduit which passes beneath lock.

Provide wiring in existing conduit.

Sawcut concrete pad, provide conduit and wiring to Proposed Pull boxes

B and C, equally spaced.Provide restoration of concrete pad.

Pull box on west side of lock

Proposed Pull Box A Proposed Pull Boxes B and C

108 (2) 4" (4) 400 KCMIL

(1) 1/0 AWG

Sawcut concrete pad, provide conduit and wiring into proposed pull box. One

(1) conduit will be spare with pulling rope left inside.

Proposed Pull Box C South side Emergency

House (outside) via

Proposed Pull boxes

D, E, F, G, H, 393 (2) 4"

(4) 400 KCMIL

(1) 1/0 AWG

Trench lawn to provide conduits.

Provide five (5) Proposed Pull boxes

D, E, F, G, H, equally spaced. Pull boxes shall be 3’x3’. Turn conduits 90 el up at Emergency House south wall and cap spare conduit above grade.

Restore lawn where trenching takes place.

Surface mount sch 80 conduit on outside of building to ceiling elevation. Core building and pass conduit into building interior. Seal opening. Provide pull box at transition from 4" to 3" conduit at ceiling.

South side Emergency

House (outside)

South side Emergency

House (inside) 45 (1) 4"

South side Emergency

House (inside)

North side Emergency

House (inside) 58 (1) 3"

North side Emergency

House (inside)

Panel 17 (1) 3"

Total Run 876

Feed from Panel in Emergency House to Proposed Lights E5 and E6

Location

From To

New Panel inside

Emergency House

Entry conduit inside

Emergency House

14 Na THHN Copper

(2) #2 AWG

(1) #8 AWG

Provide wiring in existing troughs.

Entry conduit inside

Emergency House

Pull box outside

Emergency House

8 Na THHN Copper

(2) #2 AWG

(1) #8 AWG

Provide wiring in existing conduit.

Pull box outside

Emergency House Pull box 5R

30 Na THHN Copper

(2) #2 AWG

(1) #8 AWG

Provide wiring in existing conduit.

Pull box 5R Pull box 4R Na THHN Copper

(2) #2 AWG

(1) #8 AWG

Provide wiring in existing conduit.

Pull box 4R Pull box 3R Na THHN Copper

(2) #2 AWG

(1) #8 AWG

Provide wiring in existing conduit.

Pull box 3R Pull box 2R Na THHN Copper

(2) #2 AWG

(1) #8 AWG

Provide wiring in existing conduit.

Make service connections to Light

Poles E5 and E6.

Total Run 627

Feed from Panel in Emergency House to Proposed Lights E3 and E4

Location

From To

New Panel inside

Emergency House

Emergency House entry conduit 14 Na

THHN Copper

(2) #4 AWG

(1) #8 AWG

Emergency House entry conduit

Pull box outside

Emergency House

8 Na THHN Copper

(2) #4 AWG

(1) #8 AWG

Pull box outside

Emergency House Pull box 5R 30 Na

THHN Copper

(2) #4 AWG

(1) #8 AWG

Pull box 5R Basement of Northeast control Building (to feed Light Pole E3)

14 Na THHN Copper

(2) #4 AWG

(1) #8 AWG

Basement of Northeast

Control Building

Base of Light Pole E3 12 THHN Copper

(2) #4 AWG

(1) #8 AWG

(4) 400 KCMIL

(1) 1/0 AWG

(4) 400 KCMIL

(1) 1/0 AWG

(4) 400 KCMIL

(1) 1/0 AWG

Surface mount sch 40 conduit from interior ceiling of Emergency House.

Transition from ceiling hung conduit andrun wiring inside existing trough to panel.

Notes

Approximate

Length (Ft)

Provide

Conduit

Provide

Conductors* Notes

Approximate

Length (Ft)

Provide

Conduit

Provide

Conductors*

Provide wiring routed in existing troughs.

Provide wiring in existing conduit.

Cut existing empty conduit in

Basement of Northeast Control

Building, core basement wall, provide conduit and wiring to base of light pole E3.

Pull box 5R Pull box 3R 170 Na THHN Copper

(2) #4 AWG

(1) #8 AWG

Pull box 3R Base of Light Pole E4 9 Na

THHN Copper

(2) #4 AWG

(1) #8 AWG

Total Run 257

Feed from Sandbag Storage House to Proposed Light E1

Location

From To

Panel inside Sand Bag

House

Pull box outside Sand

Bag House

9 Na Provide wiring in existing conduit.

Pull box outside Sand

Bag House

Pull box adjacent to dock 81 Na

Provide wiring in existing conduit.

Pull box adjacent to

Dock

Pull box at base of proposed fixture 1E

Make service connection to Light E1.

Total Run 220

Note: * Substitutions for conductor size or material will not be accepted.

Provide wiring in existing conduit.

Provide wiring in conduit. Make service connections to Lights E5 and

E6.

(1)

1-1/2"

(1)

1-1/2"

Notes

Approximate

Length (Ft)

Provide

Conduit

Provide

Conductors* Notes

THHN

Copper

(2) #4 AWG

(1) #8 AWG

THHN

Copper

(2) #4 AWG

(1) #8 AWG

THHN

Copper

(2) #4 AWG

(1) #8 AWG

Yes

LED N/A

10 LED N/A

Yes

Remove

Existing

Pole

Remove

Transformer

Base

No No No

No No

N/A N/A

Existing lights 8 and 9 must remainin operation until new lights are installed and accepted by USACE.

Mount proposed 10 ft poles on existing pedestals and transformer bases.

Field measure and provide bolted,gasketed cover for transformer.

Remove existing traffic light only and mount proposed traffic signal on existing raising/lowering assembly.

Comments

Troy Lock and Dam Lock Lighting Renovations Project

Remove

Existing

Fixture

Schedule of Lighting and Signal Removals and Demolition

13,16

8, 9,14, 15

11, 12

17,18

Remove existing traffic light. Existing traffic light is mounted outside the 2nd floor of the Lock Operating House.

Existing

Fixture/Pole/

Pedestal/Signal No.

Remove

Existing

Fixture

Existing light must remain in operation until new lights are installed and accepted by USACE. Sawcut existing pole 68" abovetransformer. Provide grey pvc cap silicone applied to top of pole. Reattach existing sign to pole.

Existing lights must remain in operation until new lights are installed and accepted by USACE.Field measure and provide bolted,gasketed cover for transformer.

Field measure and provide bolted,gasketed cover for transformer.

2, 3, 4, 5, 6, 7, 10

Fixture

Schedule of Proposed Lighting and Signal Work

Pole

Height

(ft)

Fixture Type Fixture

Power

Fixture

Quantity per Pole

Provide reinforced concrete pedestal in earth. Install existing security camera on lowering ring.

E 1

HPS, High Mast Flood

Luminaire, Nema 6X5 1,000 w

400 w

E 2

400 w Provide reinforced concrete pedestal in earth.

400 w

Provide reinforced concrete pedestal and anchor bolts within existing reinforced concrete slab. Removal of concrete slab to facilitate construction of pedestal must be performed with hand held jack hammer.

Reuse existing pedestals and transformer base to mount new pole and anchors.

400 w

HPS, Low Mast, Flat glass forward throw roadway luminaire, high tilt

W 1, W 2

A Traffic Signal

Provide northern traffic signal mounted on existing pole raising/lowering assembly.

Provide southern traffic signal mounted on proposed pole W 2.

Traffic Signal B

E 3,E 4, E 5,E 6

(existing)

HPS, High Mast

Luminaire,Fullcutoff, symmetrical

HPS, Low Mast, Flat glass forward throw roadway luminaire, low tilt

HPS, Low Mast

Luminaire, Fullcutoff, symmetrical

HPS, Low Mast, Flat glass forward throw roadway luminaire, low tilt

HPS, Low Mast

Luminaire, Full cutoff,symmetrical

Comments

SHEET 5 OF 7

T R

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W Y

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S C

H E

D U

L E

LIGHT POLE BASE IN EXISTING CONCRETE

(TYP - LOCATIONS: E3, E4, E5 & E6)

NOTES:

1. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ANCHOR

BOLTS AND CONCRETE BASES SIGNED AND STAMPED BY A

NYS PROFESSIONAL ENGINEER (100 MPH + 1.3 GUST)

2’-6"

E-104

2’-0"

" 1

LIGHT POLE BASE DETAIL

(AT - LOCATIONS: NO. E1, E2)

PLAN

NTS

TOP OF

PAD

WIDTH AS SHOWN ON PLANS

Y P

4000 PSI MIN. CONCRETE

COMPACTED SUBGRADE

2 1 2 "

(TYP.)

N.T.S.

T R

O Y

N E

W Y

BACKFILL

3" M

UTILITY MARKER TAPE

GEOTEXTILE

GRASS AREAS PAVEMENT AREAS

EXCAVATION LIMIT

BITUMINUOS PAVEMENT

MATCH EXIST. PAVEMENT

(TYP)

TOPSOIL

SAW CUT EXIST. PAVEMENT

(TYP.)

COMMON

FILL MATERIAL

UNDISTURBED,

SUITABLE SUBGRADE

INITIAL BACKFILL IN

ACCORDANCE WITH

THE SPECIFICATIONS

GEOTEXTILE

N.T.S.

3 4 "-4" CONDUIT

PVC 80 OR

APPROVED EQUAL

N.T.S.

3"3"

STORM DRAINAGE TRENCH DETAIL

REINFORCED CONCRETE PAD DETAIL

S .O

S .C

J .S

FINISHED GRADE

SEE PLAN VIEW

NOTE:

1. REMOVE EXISTING PAD 6" IN DEPTH, PROVIDE NEW PAD SURFACE.

2. EXPANSION JOINTS TO BE PLACED BETWEEN ADJACENT SLABS,

AT CURBS OR AT PENETRATING STRUCTURES.

CONDUIT TRENCH DETAIL

UNDISTURBED

MATERIAL

6"x6"xW1.4xW1.4 REINFORCING

MESH AT MID DEPTH

REPLACE IN KIND

ASPHALT OR CONCRETE,

TOPSOIL AND GRASS TO

MATCH SITE CONDITIONS

PIPE BEDDING IN

ACCORDANCE WITH

THE SPECIFICATIONS

UTILITY MARKER TAPE

S O

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

US Army Corps of Engineers

D A

T E

S U

B M

E D

B Y

P L

O T

D A

T E

D A

T E

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 O

A N

S I

P L

O T

T E

D B

New York District

U S

R M

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N G

E R

T R

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W Y

O R

K h tt p

/w w w .n a n .u s a c e .a rm y .m il

SHEET

REFERENCE

NUMBER

T R

O Y

L O

C K

A N

D D

A M

H T

R E

N O

V A

N S

O U

T S

M E T E R

D /2

12"

MIN.

(TYP.)

LIGHT POLT

LIGHT POLE BASE

SAWCUT EX. CONCRETE, REMOVE CONCRETE

TO ALLOW INSTALLATION OF NEW ANCHOR

BOLTS. REMOVAL SHALL BE DONE BY HAND

HELD JACKHAMMER.

ELECTRICAL CONDUIT

ANCHOR BOLTS PROVIDED

BY POLE MFG

GROUND ROD CONNECTED TO

INSIDE METAL POLE W/ NO.2

COPPER CONDUCTOR

3,600 PSI CONCRETE

LIGHT POLT

FIN. GRADE

3,600 PSI CONCRETE

GROUND ROD CONNECTED TO

INSIDE METAL POLE W/ NO.2

COPPER CONDUCTOR

CONDUIT, SEE

PLAN FOR SIZE

BASE USING SONOTUBE

REMOVE TO 6" BELOW

GRADE

P R

J U

L Y

C D

E T

S S

H E

E T

C E

L L

A N

E O

U S

D E

T A

S H

E E

SHEET 6 OF 7

PROVIDE BASE COVER AS

FURNISHED BY POLE

MANUFACTURER

BOLT LAYOUT & MOUNTING

PROCEDURE AS PER MFG.

SPECS.

EXISTING CONCRETE SLAB AFTER 6" REMOVALCOMPACTED ON

UNDISTURBED

SUBGRADE

E-105

T R

O Y

N E

W Y

O R

J .S

S .O

S .C

J .S

S O

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

US Army Corps of Engineers

D A

T E

S U

B M

E D

B Y

P L

O T

D A

T E

D A

T E

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 O

A N

S I

P L

O T

T E

D B

New York District

U S

R M

Y E

N G

E R

T R

N E

W Y

O R

K h tt p

/w w w .n a n .u s a c e .a rm y .m il

SHEET

REFERENCE

NUMBER

T R

O Y

L O

C K

A N

D D

A M

H T

R E

N O

V A

N S

C E

L L

A N

E O

U S

D E

T A

S H

E E

SHEET 7 OF 7

U L

R K

C D

E T

S S

H E

E T

EXISTING TYPICAL CONNECTIONS

AT LIGHT STANDARD NTS.

EXISTING SIGNAL AND

LIGHT PEDESTALS (Typ.) NTS

EXISTING LIGHT AND

SIGNAL PEDESTALS NTS

CONCRETE PAD RESURFACING AND

AREA DRAIN PLAN

EXISTING LIGHT POLES,

FIXTURES, BASES

AND PEDESTALS NTS.

Field measure, fabricate and provide bolted gasketed watertight aluminum covers for each transformer base to remain

EXISTING CB

EXISTING CONCRETE

SIDEWALK

PITCH RESURFACED CONCRETE TO

PROVIDE DRAIN TO EXISTING CB

CORE DRILL EX. STORM MH AND PROVIDE

MECHANICAL SEALANT PIPE PENETRATION,

INV. IN = 18.49

EX. CONCRETE

ELECTRICAL TROUGH

TRENCH UNDER SIDEWALK

LOCK

LAWN

ASPHALT DRIVEWAY

PITCH RESURFACED CONCRETE TO

DRAIN TO PROPOSED AREA DRAIN

EXISTING CONCRETE PAD REMOVE TOP 6" CONCRETE,

PROVIDE NEW CONCRETE, SLOPE TO DRAINS

PROVIDE 33 LF OF 8" SDR

35 PIPE @ 0.0045%

RIM EL. = 23.3

INV. OUT = 18.63

INLET GRATE SHALL BE

DUCTILE IRON, H-25 RATING

Notes: 1) Provide concrete resurfacing after proposed 4" conduits area constructed.

2)Provide positive drainage to existing CB and proposed in line area drain.

1 2 3

4 5

PROVIDE 8" PVC IN LINE SURFACE AREA DRAIN

IN LAWN AT EDGE OF CONCRETE

26’

37’

T-001Title Sheet

E-100 Removals and Proposed Lighting Plan.pdf

E-100 Removals and Proposed Lighting Plan

E-101 Location Plans Sh1.pdf

E-101 Location Plans Sh1

E-102 Location Plans Sh2.pdf

E-102 Location Plans Sh2

E-103 Schedules.pdf

E-103 Schedules

E-104 Miscellaneous Details Sh1.pdf

E-104 Miscellaneous Details Sh1

E-105 Miscellaneous Details Sh2.pdf

E-105 Miscellaneous Details Sh2

File details come from the government source that posted it. Updated Nov 14, 2017.