W912EK20B0007 Plans.pdf

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W912EK20B0007

SOLICITATION

W E

K

B

Solicitation:

Contract:

APPROVAL RECOMMENDED BY:

APPROVED BY:

DISTRICT COMMANDER

of Engineers

US Army Corps

DATE

DATE

DATE

DATE

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®of Engineers

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US Army Corps

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GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

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FEBRUARY 2020

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TITLE OF DRAWING

ID.

SHEET

ID.

SHEET TITLE OF DRAWING

D6

SITE PLAN

NOT TO SCALE

ELECTRICALGENERAL

LAKE RED ROCK

H W

Y T

STRUCTURAL

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EL. 500.0

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INDEX OF DRAWINGS

WP

V

RGS

PH

P

GND

CCT

CB

AIC

A

F2

F1 F1

F3

A1

LEGEND / ABBREVIATIONS

A7

OSHA WARNING LABEL

A9

ARC FLASH WARNING LABEL

FLOW

F4

N

DIRECTION OF WATER FLOW ARROW

NORTH INDICATOR

WATER LEVEL

CENTERLINE

BREAKLINE

A1

A-201

A1

A-201

SECTION IDENTIFICATION

ELEVATION IDENTIFICATION

A1

A-201

DETAIL IDENTIFICATION

INDICATES SHEET SHOWN ON

(SHEET COORDINATE)

INDICATES DETAIL

INDICATES SHEET SHOWN ON

(SHEET COORDINATE)

INDICATES ELEVATION

(SHEET COORDINATE)

INDICATES SECTION

INDICATES SHEET SHOWN ON

A5

DRAWING SYMBOLS

(ELEVATION, SECTION, AND DETAIL)

IDENTIFICATION

PHOTO IDENTIFICATION

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N D S

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S-503

S-502

S-501

S-302

S-301

S-101

G-003

G-002

G-001

STRUCTURAL DETAILS

STRUCTURAL DETAILS

STRUCTURAL DETAILS

STRUCTURAL LIGHT POLE SECTIONS

STRUCTURAL GATE INSPECTION LIGHTING SECTIONS

STRUCTURAL NEW WORK PLAN

GENERAL NOTES

INDEX OF DRAWINGS, SITE PLAN, LEGEND/ABBREVIATIONS AND SYMBOLS

COVER SHEET

E-502

E-501

E-301

E-201

E-102

E-101

ELECTRICAL DETAILS

ELECTRICAL DETAILS

ELECTRICAL DAM LIGHTING SECTION

ELECTRICAL DAM LIGHTING ELEVATION

ELECTRICAL DAM LIGHTING NEW WORK PLAN

ELECTRICAL DAM LIGHTING DEMOLITION PLAN

STAGING AREA

PARKING AND

WALL-MOUNTED LED LIGHT FIXTURE

LIGHT FIXTURES

GATE ILLUMINATION MOUNTING AND LED

ARM, AND LED LIGHT FIXTURES

DOUBLE/SINGLE LIGHT POLE, MOUNTING

EXISTING MH LIGHT POLE

SNAP SWITCH

NON-FUSED DISCONNECT SWITCH

FUSED DISCONNECT SWITCH

MOTOR CONTROLLER WITH DISCONNECT

SURFACE MOUNTED PANELBOARD

WEATHERPROOF

VOLTS

RIGID GALVANIZED STEEL CONDUIT

PHASE

POLE

GROUND

CIRCUIT

CIRCUIT BREAKER

AMPERES INTERRUPTING CAPACITY

AMPERES

METAL HALIDE

QUANTITY

MATERIAL

EACH

ELEVATION

TYPICAL

CONTRACTING OFFICER'S REPRESENTATIVE

CONTRACTING OFFICER

PLATE

HIGHWAY

MH

QTY

MAT

EA

EL

TYP

COR

KO

PL

HWY

Phone: ( 641) 828-7522

KNOXVILLE, IA 50138

1105 NORTH HIGHWAY T15

RED ROCK DAM

US ARMY CORPS OF ENGINEERS

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GENERAL NOTES - DEMOLITION WORK

GENERAL NOTES - NEW WORK

GENERAL - ELECTRICAL SCOPE OF WORK

C6

GENERAL ELECTRICAL NOTES

GENERAL NOTES

BE PROVIDED TO INDICATE OTHERWISE.

ACCORDANCE WITH THE SPECIFICATIONS, UNLESS DOCUMENTATION CAN

LAMPS AS HAZARDOUS MATERIALS AND/OR UNIVERSAL WASTE IN

CONTRACTOR SHALL TREAT THE DISPOSAL OF LIGHTING BALLASTS AND 2.

VERIFY EXISTING CONDITIONS.

ELECTRICAL ITEMS WHICH SHALL BE REMOVED. THE CONTRACTOR SHALL

THE ELECTRICAL DEMOLITION DRAWINGS INDICATE EXISTING 1.

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SPACES WITH THE USER.

COORDINATED WITH THE CONTRACTING OFFICER TO ALLOW OCCUPANCY OF

STAGING OF EQUIPMENT DEMOLITION AND INSTALLATION SHALL BE 18.

CONDUIT SIZE.

INFORMATION INCLUDING AMPERE RATING, NUMBER OF POLES WIRE AND

LIGHTING SWITCHES ON RED-LINE AS-BUILT DRAWINGS. PROVIDE

AS-BUILT DRAWINGS: CONTRACTOR SHALL INCLUDE LOCATIONS OF ALL 17.

POWDER-ACTUATED ANCHORS ARE NOT PERMITTED. 16.

CONDUITS AT BOXES.

PROVIDE INSULATED THROAT CONDUIT BUSHINGS AT TERMINATION OF 15.

SHALL NOT BE SUPPORTED BY OTHER CONDUITS.

MOUNTED TYPE CONDUIT SUPPORTS FOR EXPOSED CONDUITS. CONDUIT

SUPPORT WITHIN 3 FEET OF EACH BOX AND FITTING. USE CHANNEL

PROVIDE SUPPORT AT EACH BOX. PROVIDE AN ADDITIONAL CONDUIT 14.

VERTICAL AND HORIZONTAL FLAT SURFACES WHEREVER POSSIBLE.

UNLESS NOTED OTHERWISE, RUN CONDUIT TIGHT TO BUILDING STRUCTURE

ARRANGE CONDUIT TO MAINTAIN AND PRESENT A NEAT APPEARANCE. 13.

SIZE SHALL BE 3/4 INCH RIGID GALVANIZED STEEL CONDUIT.

MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG, AND MINIMUM CONDUIT

FOR #10 AWG AND SMALLER, AND STRANDED FOR #8 AWG AND LARGER.

VOLTS, 90 DEGREE CELSIUS, COPPER, TYPE XHHW OR XHHW-2. USE SOLID

WIRING FOR POWER, LIGHTING, AND BRANCH CIRCUITS SHALL BE 600 12.

PHOTOSWITCH TO PROPERLY OPERATE ITS RESPECTIVE LIGHT FIXTURE.

THE CONTRACTOR SHALL ADJUST THE POSITION OF EACH 11.

PANELBOARDS RECEIVING NEW PANELBOARD CIRCUIT(S).

CONTRACTOR SHALL PROVIDE NEW TYPED-WRITTEN DIRECTORIES FOR 10.

STANDARD WARRANTY AND WITH O&M MANUALS AS APPLICABLE.

ALL NEW EQUIPMENT SHALL BE PROVIDED WITH MANUFACTURER'S 9.

USE WITH RGS CONDUIT.

ALL CONDUIT FITTINGS SHALL BE CORROSION RESISTANT SUITABLE FOR

HOT-DIP GALVANIZED STEEL (RGS) METAL CONDUIT IN ALL LOCATIONS.

UNLESS OTHERWISE NOTED, ALL CONDUIT SHALL BE UL LISTED RIGID 8.

RELEVANT AMERICAN INDUSTRY STANDARDS (NEMA, ANSI, ETC.).

ALL NEW INSTALLED ELECTRICAL EQUIPMENT SHALL COMPLY WITH 7.

ALL NEW ELECTRICAL EQUIPMENT SHALL BE UL LISTED. 6.

INTO OR THROUGH EXISTING JOISTS.

APPROVED OTHERWISE. USE FLAMEPROOF MATERIALS. DO NOT DRILL HOLES

PENETRATION OR PERMANENTLY AND SECURELY SEALED INTO OPENINGS AS

SHALL BE SEALED WITH NON-SHRINK GROUTED FOR FULL DEPTH OF

KEEP FLOOR PENETRATIONS AS CLOSE TO WALL AS POSSIBLE. CONDUITS

OPENINGS REQUIRED IN WALLS OR FLOORS AS REQUIRED. WHEN REQUIRED

CONTRACTOR SHALL BE RESPONSIBLE FOR CORE DRILLING NEW 5.

PRIOR TO MAKING THE ACTUAL ELECTRICAL INSTALLATION.

THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS 4.

SEPARATE INSULATED GROUND WIRE.

ALL NEW BRANCH LIGHTING CIRCUITS SHALL BE PROVIDED WITH A 3.

ON THE NEW PANELBOARD AS EVENLY AS POSSIBLE BETWEEN EACH PHASE.

PROVIDED. SHARED NEUTRALS ARE NOT PERMITTED. BALANCE THE LOADS

CIRCUITING SHALL AGREE WITH NUMBERING ON THE PANELBOARD

CIRCUIT NUMBERS ARE SHOWN FOR CIRCUIT IDENTIFICATION. 2.

CODES AT THE TIME OF CONTRACT AWARD.

ELECTRICAL CODE, AS WELL AS STATE AND LOCAL ELECTRICAL BUILDING

ACCORDANCE WITH THE LATEST EDITION OF NFPA 70, NATIONAL

ALL FEATURES OF ELECTRICAL WORK AND INSTALLATION SHALL BE IN 1.

FEET INSIDE THE DAM ACCESS TOWER.

100 AMPERE LIGHTING PANELBOARD LOCATED AT ELEVATION 778.5

PROVIDE NEW CIRCUIT BREAKERS INTO THE EXISTING 208/120 VOLTS, 6.

TOWER AT ELEVATION 797.13 FEET.

#3) FROM CEILING OUTLET BOX LOCATED INSIDE THE DAM ACCESS

FIXTURES. REMOVE AND REPLACE EXISTING CIRCUIT (VERIFY CIRCUIT

SIMILAR TO AND COORDINATED WITH THE NEW ROADWAY LIGHT

SHALL BE PHOTOCELL CONTROLLED FOR ON/OFF OPERATION

SUPPLEMENTAL ILLUMINATION IN THE PARKING AREA. THIS FIXTURE

NEEDED TO PROVIDE ILLUMINATION AT THE ENTRANCE DOOR AND

ACCESS TOWER ADJACENT TO THE PARKING AREA. THIS FIXTURE IS

PEDESTRIAN ENTRANCE DOOR ON THE NORTH SIDE OF THE DAM

PROVIDE NEW LED LIGHT FIXTURE AT THE DAM ACCESS TOWER 5.

FOR NEW GATE INSPECTION LIGHT FIXTURES. SEE ITEM 6 BELOW.

GALVANIZED STEEL (RGS) CONDUIT RACEWAY, AND LIGHT SWITCH

REPAIRS. PROVIDE NEW ELECTRICAL CIRCUIT CONDUCTORS, RIGID

WHILE ALLOWING SAFE ACCESS FOR MAINTENANCE, SERVICE, AND

MOUNTING TO SUPPORT AND SECURE NEW LED LIGHT FIXTURES

OF THE DAM GATE HOIST WIRE ROPES. PROVIDE STRUCTURAL

TEN (10) NEW LED LIGHT FIXTURES THAT WILL ALLOW ILLUMINATION

4. NEW DAM GATE HOIST ROPE INSPECTION LIGHT FIXTURES: PROVIDE

LIGHT CIRCUIT. SEE ITEM 6 BELOW.

CONDUIT RACEWAY, AND LIGHT SWITCH WITH THE NEW DAM PATH

WIRED ON THE SAME NEW CIRCUIT CONDUCTORS, RIGID GALVANIZED

ILLUMINATION AT THIS ENTRANCE DOOR. THIS FIXTURE MUST BE

ACCESS TOWER. THIS FIXTURE IS NEEDED TO PROVIDE

TOWER PEDESTRIAN ENTRANCE DOOR ON THE SOUTH SIDE OF THE

3. PROVIDE A NEW DAM PATH LED LIGHT FIXTURE AT THE DAM ACCESS

RACEWAY SYSTEM FOR NEW DAM PATH LIGHTING. SEE ITEM 6 BELOW.

WEATHERPROOF COVER, AND RIGID GALVANIZED STEEL CONDUIT

NEW ELECTRICAL CIRCUIT CONDUCTORS, LIGHT SWITCH,

THE DAM ACCESS TOWER SUBLEVEL ELEVATION 778.5 FEET. PROVIDE

CONDUITS FROM EXISTING LIGHTING PANELBOARD LOCATED INSIDE

WALL. PROVIDE NEW 20 AMPERE LIGHTING CIRCUIT CONDUCTOR AND

PEDESTRIAN DOOR JUST INSIDE THE DAM ACCESS TOWER ON SOUTH

BY A NEW LIGHT SWITCH LOCATED ADJACENT TO THE DAM PATH

DOWNSTREAM LED LIGHT FIXTURES WILL BE MANUALLY CONTROLLED

UPSTREAM AND ON THE DOWNSTREAM SIDES. THE NEW

SEPARATION EACH WITH ONE LED LIGHT FIXTURE LOCATED ON THE

EACH BE PROVIDED WITH TWO MOUNTING ARMS AT 180 DEGREE

SIDE OF LIGHT POLES #2 AND #3. NEW LIGHT POLES #2 AND #3 MUST

MOUTING ARMS AND LED LIGHT FIXTURES ON THE DOWNSTREAM

2. NEW DOWNSTREAM POLE-MOUNTED LIGHT FIXTURES: PROVIDE NEW

EXISTING ROADWAY LIGHTS.

IN EXISTING JUNCTION BOXES AND RACEWAYS FEEDING THE

RECONNECTED TO THE EXISTING ELECTRICAL CIRCUIT CONDUCTORS

POLES WILL HAVE THEIR OWN PHOTO SWITCH CONTROL AND BE

FOUR ROADWAY LIGHT FIXTURES ON THE ROADWAY SIDE OF THE

TOWARD THE DOWNSTREAM SIDE OF THE BRIDGE. EACH OF THE

DEGREES SEPARATION, ONE TOWARD THE ROADWAY SIDE AND ONE

POLES #2 AND #3 MUST EACH HAVE TWO (2) MOUNTING ARMS AT 180

HAVE ONE MOUNTING ARM ON THE ROADWAY SIDE. NEW LIGHT

NEW LED LIGHT FIXTURES. NEW LIGHT POLES #1 AND #4 MUST EACH

THREE (3) EXISTING HID LIGHT FIXTURES WITH NEW LIGHT POLES AND

AND REPLACE FOUR (4) EXISTING ROADWAY LIGHT POLES AND THEIR

1. NEW DAM ROADWAY LIGHT POLES AND LIGHT FIXTURES: REMOVE

QUANTITIES.

DIMENSIONS AND QUANTITIES. FIELD VERIFY EXACT DIMENSIONS AND

REFERENCE DRAWINGS ARE AVAILABLE FOR APPROXIMATE 11.

NEEDED.

THE BUILDING CAN BE UNOCCUPIED DURING CONSTRUCTION AS 10.

THEMSELVES.

IF NEEDED, THE CONTRACTOR SHALL PROVIDE OFFICE TRAILERS FOR 9.

STRUCTURE AND EQUIPMENT FOR THE PROJECT DURATION.

CONTRACTOR RESPONSIBLE FOR PROTECTING THE EXISTING 8.

MAY NOT NECESSARILY REFLECT CURRENT CONDITIONS.

INFORMATION ON EXISTING DAM SYSTEMS. NOTE THESE DRAWINGS

REFER TO REFERENCE DRAWING SHEETS FOR ADDITIONAL 7.

DRAWINGS.

DISPOSE OF MATERIALS OFF SITE EXCEPT AS NOTED ON THE 6.

BY THE CONTRACTOR.

ALL DIMENSIONS SHOWN ON THESE PLANS SHALL BE FIELD VERIFIED 5.

AND FACILITY MANAGER.

USED FOR STAGING. COORDINATE REQUIREMENTS WITH THE C.O.R.

THE MAINTENANCE BUILDING. ACCESS TOWER PARKING WILL NOT BE

PARKING AND STAGING WILL BE PROVIDED ON SITE ADJACENT TO 4.

SECTION 00 73 05 SPECIAL CONTRACT REQUIREMENTS.

FACILITY MANAGER PRIOR TO STARTING WORK. SEE SPECIFICATION

CONTRACTING OFFICER'S REPRESENTATIVE (C.O.R.) AND THE

SCHEDULES AND HOURS WITH THE CONTRACTING OFFICER (K.O.),

THROUGH FRIDAY. CONTRACTOR SHALL COORDINATE WORKING

NORMAL WORKING HOURS ARE 7:30 AM TO 4:00 PM, MONDAY 3.

OBSTACLES AND/OR CONDITIONS AFFECTING THE WORK.

FIELD VERIFY THE EXISTING CONDITIONS AND THE EXTENT OF ALL

BIDDERS ARE ENCOURAGED TO VISIT THE PROJECT LOCATION TO 2.

DATED 30 NOVEMBER 2014.

ENGINEERS SAFETY AND HEALTH REQUIREMENTS MANUAL, EM 385-1-1

CONTRACTOR IS ALSO REQUIRED TO FOLLOW THE CORPS OF

RECOMMENDATIONS, AND STANDARD INDUSTRY PRACTICES. THE

FEDERAL CODES AND REGULATIONS, MANUFACTURER'S

WORK SHALL BE DONE IN ACCORDANCE WITH LOCAL, STATE, AND 1.

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STRUCTURAL - NEW WORK PLAN

SHEET KEYNOTES

F L

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GATE #4GATE #5 GATE #3 GATE #2 GATE #1

PIER MONOLITH #5PIER MONOLITH #6PIER MONOLITH #7PIER MONOLITH #8

RIGHT ABUTMENT LEFT ABUTMENT

AREA

PARKING

SERVICE

N

F3F3

F3

F3F3F3F3F3F3

F3

F4

S-301

A1

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LIGHT POLE #4

LIGHT POLE #2

LIGHT POLE #1

LIGHT POLE #3

22 1 11

LAKE RED ROCK

RED ROCK DAM

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COUNTY HWY T15

SHOWN ON SHEET S-302.

AND ANCHOR NUTS. REUSE EXISTING ANCHORS AS

3. PROVIDE NEW LIGHT POLE, MOUNTING ARMS (2), BASE,

SHEET S-302.

ANCHOR NUTS. REUSE EXISTING ANCHORS AS SHOWN ON

2. PROVIDE NEW LIGHT POLE, MOUNTING ARM (1), BASE, AND

S-301.

FOR GATE INSPECTION SPOTLIGHTS AS SHOWN ON SHEET

1. PROVIDE TUBES, PLATES, BEARINGS, AND ANCHOR BOLTS

F4

TOWER

ACCESS

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IA

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0 6" 1' 2'SCALE : 1 1/2"=1'-0"

0 1' 2' 4'SCALE : 1/2"=1'-0"

TOP OF PIER

GIRDER FOUNDATION

TOP OF PIER

A5

SECTION - GATE INSPECTION LIGHTING

A5

SAFETY HANDRAIL NOT SHOWN FOR CLARITY

NOTE:

S T

R U

C T

U R

A L

A1

SECTION - GATE INSPECTION LIGHTING

SAFETY HANDRAIL

E1

ISOMETRIC - GATE INSPECTION LIGHTING ASSEMBLY (PIER)

0 6" 1' 2'SCALE : 1 1/2"=1'-0"E5

ISOMETRIC - GATE INSPECTION LIGHTING ASSEMBLY (ABUTMENT)

- TYPICAL OF EACH PIER - RIGHT ABUTMENT SHOWN, MIRROR FOR OPPOSITE SIDE

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

GENERAL SHEET NOTES

G A

T E I

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9'-0"

FOUNDATION

GIRDER

FACE OF

"8

"2 12"2

CONFORMING TO ASTM F593.

" STAINLESS STEEL ANCHOR BOLTS 4

31. PROVIDE

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D R

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SOLICITATION

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

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SHEET ID

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F

S-302-A8

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0 6" 1' 2'SCALE : 1 1/2"=1'-0"D8

ISOMETRIC - LIGHT POLE BASE

S T

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LIGHT POLE

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F4

2 FIXTURE LIGHT POLE

D4

1 FIXTURE LIGHT POLE

A4

LIGHT POLE BASE

A1

SECTION - LIGHT POLE

A8 S-302-A8

"16 151 "8

1'-0"

1" Ø TYP OF 4

0 3" 6" 9" 12"SCALE : 3"=1'-0"

QTY: 4

MAT: ASTM A36

" THICK MIN.8

30' TALL, 6" DIA.

D4

A4

F4

ROADWAY FIXTUREPATHWAY FIXTURE

DETAIL SHEET E-501

15" MOUNTING ARM, SEE FIXTURE

ROADWAY FIXTURE

DETAIL SHEET E-501

15" MOUNTING ARM, SEE FIXTURE

PROVIDE NEW NUTS, BASE & POLE

REUSE EXISTING ANCHOR BOLTS

SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'

SCALE : 3/4"=1'-0" 0 1' 2' 3'

SCALE : 3/4"=1'-0" 0 1' 2' 3'

6"

PRIOR TO FABRICATION

FIELD VERIFY ANCHOR SPACING

FIELD VERIFY

2" Ø

B

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US Army Corps

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SHEET ID

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S-502-A1

S-501-A9

E-501-D6

S-502-E3

S-502-A9

S-502-E1

S-502-E6

E-501-D9

E-502-E1

S-501-A1

S-501-A3

S-501-A7

S-501-A5

S-501-A1

S-501-A3

S-502-A1

A N

S I

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S

A5 S-501-A5

A7 S-501-A7

A3 S-501-A3

A9 S-501-A9

D1 S-501-D1

QTY: 10

MAT: ASTM A276 TYPE 304

A F

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0 1" 2" 3" 4"SCALE : 6"=1'-0"A1

ISOMETRIC - TURNTABLE

0 1" 2" 3" 4"SCALE : 6"=1'-0"0 1" 2" 3" 4"SCALE : 6"=1'-0"

QTY: 10

MAT: ASTM A276 TYPE 304

QTY: 10

MAT: ASTM A276 TYPE 304

D5 S-501-D5

N.T.S. D9 S-501-D9

QTY: 10

MAT: ASTM A276 TYPE 304

" PL2

4" DIA.

" Ø16

9QTY: 10

0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"

0 1" 2" 3" 4"SCALE : 6"=1'-0"0 1" 2" 3" 4"SCALE : 6"=1'-0"

" Ø DRILLED AND TAPPED2

QTY: 10

MAT: UHMW-PE

1" PL

3" DIA.

" BEVEL8

"4

"2

AND BOTTOM

" CHAMFER TOP8

CHAMFER

" OUTSIDE8

CHAMFER

" INSIDE8

"2

" DIA.2

1 3

3" DIA. " DIA.2

3" DIA.

CHAMFER

" OUTSIDE8

CHAMFER

" INSIDE8

+0.003 -0.000

RC6 FIT

+0.0024 +0.0018

FN1 FIT

+0.0009 -0.0000

FN1 FIT

-0.0025 -0.0043

RC6 FIT

+0.0024 +0.0018

FN1 FIT

" DIA.8

7 3

FIT WITH S-501-A7

3.0000" LIGHT DRIVE

GENERAL SHEET NOTES

TO PIN CONNECTION.

" STAINLESS STEEL CAP SCREW FOR TOP PLATE 2

11. PROVIDE

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US Army Corps of Engineers

US Army Corps

P R

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SHEET ID

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S-502-E1

S-502-E1

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S

A9 S-502-A9

A F

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0 3" 6" 9" 12"SCALE : 3"=1'-0"

QTY: 10

MAT: ASTM A276 TYPE 304

E1 S-502-E1

E3 S-502-E3

2"1'-6"1'-6"

5""2

8"

6"

"16 33x3x

"16 36x3x

" Ø TYP OF 416

" PL4

" PL16

E6 S-502-E6

0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"

0 3" 6" 9" 12"SCALE : 3"=1'-0"A1

S-502-A1

2"

R

" PL2

" Ø 16

QTY: 20

MAT: ASTM A276 TYPE 304

QTY: 10

MAT: ASTM A276 TYPE 304

QTY: 20

MAT: ASTM A276 TYPE 304

QTY: 10

MAT: ASTM A276 TYPE 304

" TY

P

R

OPPOSITE SIDES

DRAIN HOLE, 2 EACH

BOTTOM SIDE ONLY

1" Ø TYP OF 4 DRAIN HOLES

LIGHT ASSEMBLY E-501-D6

" Ø TYP OF 2 EACH FOR 16

TOP VIEW

SIDE VIEW

1'-6"

D

IA

.0

.0

F N

F

IT

"8

"2 13 "8

6'-0"

"8 55'-11

TYP

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R E

D R

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SOLICITATION

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

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SHEET ID

A

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F

S-502-E6

S-502-E6

S-502-E6

S-502-E6

S-502-A9

S-502-A9

S-502-A1

S-502-A1

S-502-A1

S-502-E3

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A8 S-503-A8

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0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"

QTY: 10

MAT: ASTM A276 TYPE 304

0 1" 2" 3" 4"SCALE : 6"=1'-0"

"16

E1

ISOMETRIC - ASSEMBLY

A1 S-503-A1

BOTTOM VIEW

ISOMETRIC VIEW

ISOMETRIC VIEW SIDE VIEW

2"

GENERAL SHEET NOTES

STOPPER PLATE.

" STAINLESS STEEL NUT AND BOLT FOR 2

12. PROVIDE

WELDING.

1. MAINTAIN DRAIN HOLES ON VERTICAL TUBE AFTER

B

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D R

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B

SOLICITATION

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

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SHEET ID

A

B

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D

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S I

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E ic s p d f2 \3

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0 10' 20' 40'SCALE : 1"=20'-0"A1

DAM LIGHTING DEMOLITION PLAN

GENERAL SHEET NOTES

AREA

PARKING

SERVICE

LIGHT POLE #1LIGHT POLE #4

PIER MONOLITH #5

LEFT ABUTMENT

PIER MONOLITH #6PIER MONOLITH #7PIER MONOLITH #8

RIGHT ABUTMENT

GATE #1GATE #2GATE #3GATE #4GATE #5

F

L O

W

N

COUNTY HWY T15

LAKE RED ROCK

RED ROCK DAM

INSTALLED CONDUIT RACEWAY FOR THEIR REUSE.

3. MAINTAIN AND PROTECT EXISTING WALL LIGHT FIXTURE CIRCUIT CONDUCTORS AND SURFACE

SIDEWALK CANTILEVER.

FROM WHERE EACH POLE IS FED WITHIN EXISTING JUNCTION BOX LOCATED UNDER THE

2. MAINTAIN AND PROTECT EXISTING ROADWAY LIGHT CONDUIT RACEWAY SYSTEM FOR REUSE

THEIR REUSE, TYPICAL OF 4 TOTAL.

MAINTAIN AND PROTECT EXISTING LIGHT POLE ANCHORS DURING REMOVAL OF POLES FOR

MOUNTING ARMS, AND HID LIGHT FIXTURES IDENTIFIED TO BE REMOVED BY THIS CONTRACT.

1. DEMOLISH AND PROPERLY DISPOSE OF EXISTING WALL LIGHT FIXTURE, LIGHT POLES,

5 5

TOWER

DAM ACCESS

POLE #1 ROADWAY LIGHT CIRCUIT. MAINTAIN AND PROTECT CONDUIT RACEWAY FOR REUSE.

LIGHT POLE #1 TO THE EXISTING LIGHTING PANELBOARD (AT EL. 778.5 FT.) THAT FEEDS THE

REMOVE AND DISPOSE OF EXISTING ROADWAY CIRCUIT CONDUCTORS FROM THE TOP OF 7.

PANELBOARD FOR REUSE.

ELEVATION 778.5 FT.). MAINTAIN AND PROTECT CONDUIT RACEWAYS AND LIGHTING

SYSTEM, TO INSIDE THE ACCESS TOWER TO THE SOURCE LIGHTING PANELBOARD AT

LOCATED ON EACH PIER UNDER THE SIDEWALK CANTILEVER, THE CONDUIT RACEWAY

BOX LOCATED ON THE RIGHT (SOUTH) ABUTMENT THROUGH EACH EXISTING JUNCTION BOX

REMOVE AND DISPOSE OF EXISTING ROADWAY CIRCUIT CONDUCTORS FROM THE JUNCTION 6.

E-301). MAINTAIN AND PROTECT CONDUIT RACEWAYS FOR REUSE.

SIDEWALK CANTILEVER ADJACENT TO POLE #2 AND POLE #3 FOUNDATIONS (SEE DRAWING

EACH LIGHT POLE TO EACH RESPECTIVE EXISTING JUNCTION BOX LOCATED UNDER THE

REMOVE AND DISPOSE OF EXISTING ROADWAY CIRCUIT CONDUCTORS FROM THE TOPS OF 5.

THE SIDEWALK CANTILEVER. MAINTAIN AND PROTECT CONDUIT RACEWAY FOR REUSE.

#4 TO THE EXISTING JUNCTION BOX LOCATED ON THE RIGHT ABUTMENT PIER UNDERNEATH

4. REMOVE AND DISPOSE OF EXISTING CONDUCTORS FROM THE TOP OF EXISTING LIGHT POLE

TOWER FOR REUSE.

AT ELEVATION 797.17 FEET. MAINTAIN EXISTING CIRCUIT #3 CONDUCTORS IN DAM ACCESS

FROM DEMOLISHED OUTSIDE FIXTURE TO CEILING OUTLET BOX INSIDE DAM ACCESS TOWER

FIXTURE AND SURFACE MOUNTED TYPE FD OUTLET BOX. REMOVE EXISTING CONDUCTORS

3. REMOVE AND DISPOSE OF REMAINING PARTIAL COMPONENTS OF THE EXISTING WALL LIGHT

EXIST. TYPICAL OF ONE (1).

2. REMOVE AND DISPOSE OF EXISTING LIGHT POLE. MOUNTING ARM AND LIGHT FIXTURE DO NOT

ASSEMBLY. TYPICAL OF THREE (3).

1. REMOVE AND DISPOSE OF EXISTING LIGHT POLE, MOUNTING ARM, AND HID LIGHT FIXTURE

CONCRETE SIDEWALK ELEVATION 797.17

E-201.

ELEVATION 778.5 FT. SEE ELEVATIONS ON SHEET

PANELBOARD LOCATED AT ACCESS TOWER

MAINTAIN AND PROTECT THE EXISTING LIGHTING

E-101

D A

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US Army Corps of Engineers

US Army Corps

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LIGHT POLE #2LIGHT POLE #3

S I

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0 10' 20' 40'SCALE : 1"=20'-0"

E L E

C T

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DAM LIGHTING NEW WORK PLAN

F L

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LIGHT POLE #4

GATE #4GATE #5 GATE #3 GATE #2 GATE #1

PIER MONOLITH #5PIER MONOLITH #6PIER MONOLITH #7PIER MONOLITH #8

RIGHT ABUTMENT LEFT ABUTMENT

AREA

PARKING

SERVICE

LIGHT POLE #1

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F2 F2

F3F3

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COUNTY HWY T15

F4

SHEET NOTE 3

SEE GENERAL

NOTES 1 & 2 - TYP)

(SEE GENERAL SHEET

SWITCHES

NEW LIGHT

REMOVE THE EXISTING OUTLET BOX AND PREPARE NEW CONDUIT TERMINATION TO FACILITATE NEW LED WALL LIGHT FIXTURE.

3. MAINTAIN, PROTECT, AND REUSE THE EXISTING WALL LIGHT FIXTURE CIRCUIT SURFACE CONDUIT RACEWAY FOR ITS REUSE.

INSTALLED ON THEM. SEE WIRING DIAGRAMS ON SHEET E-502.

BOX LOCATED UNDER THE SIDEWALK CANTILEVER TO EACH OF THE NEW LIGHT POLES AND NEW ROADWAY LIGHT FIXTURES

NEW LIGHT POLE ASSEMBLIES. PROVIDE NEW ROADWAY LIGHT POLE CIRCUIT CONDUCTORS FROM THE RESPECTIVE JUNCTION

2. MAINTAIN, PROTECT, AND REUSE THE EXISTING ROADWAY LIGHTING CIRCUIT CONDUIT RACEWAY SYSTEM FOR ALL FOUR (4)

FOUNDATIONS AND ANCHOR BOLTS AS IDENTIFIED ON STRUCTURAL DRAWINGS.

ACCESSORIES, CIRCUIT CONDUCTORS, NEW RACEWAYS, LIGHT SWITCHES, AND CIRCUIT PROTECTION. ADDRESS LIGHT POLE

1. PROVIDE NEW ELECTRICAL EQUIPMENT AS REQUIRED TO PROPERLY INSTALL LIGHT FIXTURES, LIGHT POLES AND

TOWER

DAM ACCESS

DESCENDING ABUTMENT PIER. REPLACES WIRE IN KEYNOTE 4 ON SHEET E-101.

8. PROVIDE THREE (3) NEW #12 XHHW IN EXISTING CONDUIT FROM LIGHT POLE #4 TO THE EXISTING JUNCTION BOX ON THE RIGHT

12-INCHES TOWARDS UPSTREAM OR AS OTHERWISE COORDINATED AND APPROVED.

FIXTURE MUST BE APPROXIMATELY 6 FEET ABOVE THE TOP OF THE STAIR LANDING LOCATED JUST OUTSIDE OF THE DOOR AND

SHALL BE WIRED TO AND SWITCH-CONTROLLED WITH THE NEW DAM PATH LIGHT CIRCUIT. MOUNTING HEIGHT OF THIS NEW

PROVIDE NEW LED WALL LIGHT FIXTURE, SURFACE RACEWAY BOX, CONDUIT, AND CONDUCTORS. THIS TYPE F4 LIGHT FIXTURE 7.

6. PROVIDE NEW LED WALL LIGHT FIXTURE AND SURFACE RACEWAY BOX IN APPROXIMATE SAME LOCATION OF OLD FIXTURE.

208/120 VOLTS PANELBOARD WITH 10KAIC BOLT-ON CIRCUIT BREAKERS.

PATH LIGHTS CIRCUIT AND GATE INSPECTION SPOTLIGHTS CIRCUIT. EXISTING PANELBOARD IS SQUARE D COMPANY TYPE NQOD

5. PROVIDE TWO (2) NEW 120 VAC, 20 AMPERE, 10KAIC CIRCUIT BREAKERS IN EXISTING PANELBOARD NEW LIGHT CIRCUITS, DAM

INSPECTION F3 SPOTLIGHT FIXTURES.

LIGHT ON THE SOUTH EXTERIOR WALL. THE OTHER NEW LIGHT SWITCH MUST PROVIDE ON/OFF CONTROL OF THE GATE

ON/OFF CONTROL OF BOTH OF THE DAM PATH TYPE F2 LIGHT FIXTURES AND INCLUDING THE ACCESS TOWER FIXTURE F4 PATH

MOUNTED FD OUTLET BOX, AND TWO (2) LIGHT SWITCHES WITH WEATHERPROOF COVERS. ONE LIGHT SWITCH MUST PROVIDE

INSTALLED. PROVIDE NEW GROUNDING TYPE INSULATED-THROAT MYER’S HUBS AT JUNCTION BOXES, PULL FITTINGS, SURFACE CONDUIT PROPERLY LOCATED NEAR BRIDGE EXPANSION END. PROPERLY SET THE COUPLING FOR THE SEASON IN WHICH IT IS

RGS CONDUIT EXPANSION/CONTRACTION (4" MOVEMENT TYPE) COUPLING AND EXTERNAL GROUNDING STRAP FOR EACH NEW

MOUNTING BRACKETS AND CONDUIT CLAMPS ROUTED UNDER BRIDGE SIDEWALK ADJACENT TO EXISTING CONDUITS. PROVIDE

4. PROVIDE ONE NEW 1-INCH RIGID HOT-DIPPED GALVANIZED (RGS) STEEL CONDUIT SURFACE-MOUNTED RACWAY SYSTEM, RGS

GALVANIZED STEEL (RGS) CONDUIT, NEW GROUNDING TYPE INSULATED-THROAT MYER’S HUBS, AND NEW CIRCUIT CONDUCTORS.

, NEW CABLE GLAND FITTINGS (CGB), NEW TYPE FD OUTLET BOXES, NEW HOT-DIPPED CONDUCTOR) FLEXIBLE PORTABLE CABLES

3. PROVIDE NEW GATE INSPECTION LED SPOTLIGHT FIXTURES, NEW THREE (3) CONDUCTOR - #10 AWG )(INCLUDING GROUNDING

GROUNDING WIRE. TYPICAL OF TWO (2).

CONDUIT AND BOND NEW POLE GROUNDING LUG TO NEW CONDUIT GROUNDING BUSHING WITH AN 8 AWG BARE COPPER

THE NEW LED DAM PATHWAY LIGHT FIXTURE. ALSO SEE SHEET E-502. PROVIDE NEW GROUNDING BUSHING ON LIGHT POLE RISER

XHHW CONDUCTORS INSIDE THE POLE FROM NEW WEATHERTIGHT IN-LINE FUSES INSTALLED IN THE POLE BASE RISING UP TO

THE POLE BASE RISING UP TO THE NEW LED ROADWAY LIGHT FIXTURE. ALSO PROVIDE THREE (3) ADDITIONAL NEW #12 AWG

2. PROVIDE THREE (3) NEW #12 AWG XHHW CONDUCTORS INSIDE THE POLE FROM NEW WEATHERTIGHT IN-LINE FUSES INSTALLED IN

GROUNDING WIRE. TYPICAL OF TWO (2). ALSO SEE SHEET E-502.

RISER CONDUIT AND BOND NEW POLE GROUNDING LUG TO NEW CONDUIT GROUNDING BUSHING WITH AN #8 AWG BARE COPPER

THE POLE BASE RISING UP TO THE NEW LED ROADWAY LIGHT FIXTURE. PROVIDE NEW GROUNDING BUSHING ON LIGHT POLE

1. PROVIDE THREE (3) NEW #12 AWG XHHW CONDUCTORS INSIDE THE POLE FROM NEW WEATHERTIGHT IN-LINE FUSES INSTALLED IN

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SCALE : 1"=10'-0"A1

DAM LIGHTING ELEVATION

0 5' 10' 20'

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GENERAL SHEET NOTES

SHEET KEYNOTES

GATE #5

PIER MONOLITH #8

RIGHT ABUTMENT

LEFT ABUTMENT

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PIER MONOLITH #7 PIER MONOLITH #6 PIER MONOLITH #5

GATE #4 GATE #3 GATE #2 GATE #1

F1 & F2 F1 & F2

F3 F3 F3 F3 F3 F3 F3 F3 F3 F3

F4

VIEW LOOKING UPSTREAM

LIGHT POLE # 2LIGHT POLE #3

2. NEW LIGHT POLES #1 AND #4 ARE NOT SHOWN ON THIS SHEET.

PROTECTION. ADDRESS LIGHT POLE FOUNDATIONS AND ANCHOR BOLTS AS IDENTIFIED ON STRUCTURAL DRAWINGS.

FIXTURES, LIGHT POLES AND ACCESSORIES, CIRCUIT CONDUCTORS, NEW RACEWAYS, LIGHT SWITCHES, AND CIRCUIT

1. PROVIDE NEW ELECTRICAL EQUIPMENT AND STRUCTURAL MOUNTING MATERIALS AS REQUIRED TO PROPERLY INSTALL LIGHT

ACCESS PATHWAY)

(GATE CONTROL

DAM CATWALK

ROADWAY BRIDGE DECK

COUNTY HIGHWAY T15

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F4

33 TYPICAL

DAM ACCESS TOWER

EL. 778.5

EL. 787.83

EL. 797.17

WIRED TO AND SWITCH-CONTROLLED WITH THE NEW DAM PATH LIGHT CIRCUIT.

PROVIDE NEW LED WALL LIGHT FIXTURE, SURFACE RACEWAY BOX, CONDUIT, AND CONDUCTORS. THIS FIXTURE F4 SHALL BE 7.

AND OPERATION OF THE NEW FIXTURE.

PROVIDE NEW LED WALL LIGHT FIXTURE, SURFACE RACWAY BOX, CONDUIT, AND CONDUCTORS TO ALLOW PROPER MOUNTING 6.

THE DOOR.

CIRCUIT. INSTALL LIGHT SWITCHES SIDE-BY-SIDE WITH PERMANENT LABELS. INSTALL THE DAM PATH LIGHTS SWITCH NEAREST

FIXTURES CIRCUIT AND THE OTHER LIGHT SWITCH MUST CONTROL THE TEN (10) GATE INSPECTION SPOTLIGHT FIXTURES

TWO (2) LIGHT SWITCHES WITH WEATHERPROOF COVERS. ONE LIGHT SWITCH MUST CONTROL THE THREE (3) DAM PATH LIGHT

, RGS PULL FITTINGS, TYPE FD OUTLET BOX(ES), AND GROUNDING TYPE INSULATED-THROAT MYER’S HUBS AT JUNCTION BOX PROVIDE NEW 1-INCH RIGID GALVANIZED STEEL (RGS) CONDUITS, RGS MOUNTING BRACKETS, AND CONDUIT CLAMPS, RGS 5.

LIGHT FIXTURES TERMINALS.

CONDUCTORS TAPPED TO #10 AWG FLEXIBLE PORTABLE CORD TO ENABLE CONDUCTORS TO LAND ON THE GATE INSPECTION

RGS CONDUIT. CONDUCTORS ARE SIZED TO OFFSET VOLTAGE DROP. CONTRACTOR MUST COORDINATE AND PROVIDE #8 AWG

PATH LIGHT CIRCUIT. PROVIDE TWO (2) - #8 AWG (L-N) CONDUCTOR AND ONE(1) #10 AWG (GND) CONDUCTOR IN THE SAME 1-INCH

IN NEW 1-INCH RIGID GALVANIZED STEEL (RGS) (SEE KEYNOTE 3) CONDUIT FOR THE NEW DAM AWG (L-N-GND) CONDUCTORS

778.5) FOR THE NEW DAM PATH LIGHTS CIRCUIT AND FOR THE NEW GATE INSPECTION LIGHTS CIRCUIT. PROVIDE THREE (3) - #10

PROVIDE TWO (2) EACH NEW 120 VAC, 20 AMPERE, 10KAIC CIRCUIT BREAKERS IN THE EXISTING LIGHTING PANELBOARD (EL. 4.

IT IS INSTALLED.

CONDUIT PROPERLY LOCATED NEAR THE BRIDGE EXPANSION END. PROPERLY SET EACH COUPLING FOR THE SEASON IN WHICH

EXPANSION/CONTRACTION (4" MOVEMENT TYPE) RGS CONDUIT COUPLING AND EXTERNAL GROUNDING STRAP FOR EACH NEW

OAT MYER’S HUBS AT EACH JUNCTION BOX ENTRY. PROVIDE HOT-DIPPED GALVANIZED INSULATED-THR

JUNCTION BOX PROVIDE HOT-DIPPED GALVANIZED STEEL MOUNTING BRACKETS, CONDUIT CLAMPS, AND GROUNDING TYPE

OTHER EXISTING CONDUITS LOCATED UNDER THE SIDEWALK CANTILEVER FROM EXISTING JUNCTION BOX TO EXISTING

ROUTED ACROSS THE DAM ADJACENT TO AND WITH PROVIDE NEW 1-INCH RIGID HOT-DIPPED GALVANIZED STEEL CONDUIT 3.

. LED LIGHT FIXTURE

#10 AWG FLEXIBLE PORTABLE CABLES TO THE #8 AWG IN FD OUTLET BOX AND EXTEND TO EACH RESPECTIVE GATE INSPECTION

OUTLET BOX, ¾-INCH RGS CONDUITS TO EACH FIXTURE AND A CGB TO TERMINATE EACH CONDUIT. TAP TWO(2) 3 CONDUCTORS -

GROUNDING TYPE INSULATED-THROAT MYER’S HUB, ¾-INCH RIGID GALVANIZED STEEL (RGS) CONDUIT AND TYPE FD CONDUIT FOLLOWING FROM EACH EXISTING JUNCTION BOX ON EACH PIER FOR THE NEW GATE INSPECTION LED LIGHT FIXTURES:

CONDUCTORS FROM EXISTING JUNCTION BOX TO ROADWAY LIGHT FIXTURES AND DAM PATH FIXTURES. PROVIDE THE

LIGHT POLE BASE. PROVIDE NEW #10 AWG CONDUCTORS AND GROUNDING CONDUCTOR TAPPED TO EXISTING AND NEW

REUSE EXISTING JUNCTION BOXES AND THE RIGID METAL CONDUIT ROUTED FROM EXISTING JUNCTION BOXES TO RESPECTIVE 2.

SHEETS FOR MOUNTING ARM DETAILS AND SEE FIXTURE DETAIL ON SHEET E-501.

PROVIDE NEW GATE INSPECTION SPOTLIGHT FIXTURE WITH NEW MOUNTING ARM. TYPICAL OF TEN (10). SEE STRUCTURAL 1.

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0 10' 20' 40'SCALE : 1"=20'-0"A1

DAM LIGHTING SECTION

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GENERAL SHEET NOTES

SHEET KEYNOTES

CURRENT

UPSTREAMDOWNSTREAM

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1'-3"

MOUNTING ARMS

EXISTING GUARDRAIL

EXISTING SIDEWALK

EXISTING BRIDGE ROAD DECK

F1F2

F3

LIGHT POLE MOUNTING DETAILS

SEE STRUCTURAL SHEET S-302 FOR

INSPECTION LIGHT MOUNTING DETAILS

SEE STRUCTURAL SHEET S-301 FOR GATE

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CONSERVATION POOL EL. 744.0

MACHINERY DECK EL. 790.0

CREST/CABLE PIN EL. 736.0

LIGHT POLE #3

POSITIONS

IN DIFFERENT GATE

HOIST WIRE ROPE

REPLACEMENT.

EQUIPMENT FOR NORMAL OPERATION, MAINTENANCE, OR

ACCESS OR OPERATION OF MECHANICAL OR STRUCTURAL

EQUIPMENT INSTALLATION DOES NOT INTERFERE WITH

MECHANICAL FEATURES. ENSURE THAT NEW ELECTRICAL

2. COORDINATE WITH EXISTING STRUCTURAL AND

DRAWINGS.

AND ANCHOR BOLTS AS IDENTIFIED ON STRUCTURAL

CIRCUIT PROTECTION. ADDRESS LIGHT POLE FOUNDATIONS

CONDUCTORS, NEW RACEWAYS, LIGHT SWITCHES, AND

LIGHT FIXTURES, LIGHT POLES AND ACCESSORIES, CIRCUIT

MOUNTING MATERIALS AS REQUIRED TO PROPERLY INSTALL

1. PROVIDE NEW ELECTRICAL EQUIPMENT AND STRUCTURAL

GATE IS RAISED OR LOWERED.

FIXTURE WILL BE USED TO INSPECT HOIST WIRE ROPES AS

PROPERLY ILLUMINATE THE GATE HOIST ROPES. TYPE F3

GOVERNMENT AND SHALL PROVIDE FINAL AIMING TO

CONTRACTOR SHALL COORDINATE WITH THE 6.

ILLUMINATING THE HOIST WIRE ROPES.

ONE-HALF (½) SIDE OF ITS TAINTER GATE MOST CLEARLY

SPOTLIGHT SO THAT IT ILLUMINATES THE UPSTREAM

IM EACH FIXTURE WITH MOUNTING ARM. PROPERLY A

PROVIDE NEW GATE INSPECTION SPOTLIGHT TYPE F3 5.

FITTINGS WHERE REQUIRED.

AND CONDUIT EXPANSION HUBS AT JUNCTION BOXES

CLAMPS, GROUNDING TYPE INSULATED-THROAT MYER’S

GALVANIZED STEEL MOUNTING BRACKETS, AND CONDUIT

PROVIDE NEW RIGID GALVANIZED STEEL CONDUIT, RIGID 4.

SHEET E-501.

LIGHT POLE DETAILS. SEE NEW LIGHT FIXTURE DETAILS ON

PROVIDE NEW LIGHT POLE. SEE STRUCTURAL SHEETS FOR 3.

BOXES TO EXISTING LIGHT POLE FOUNDATIONS.

REUSE EXISTING CONDUITS FROM EXISTING JUNCTION 2.

USE EXISTING JUNCTION BOXES. 1.

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ELECTRICAL DETAILS

GENERAL DESCRIPTION

FEATURES

FEATURES

GENERAL DESCRIPTION

F1 FIXTURE DETAIL

D1

F2 FIXTURE DETAIL

D3

F3 FIXTURE DETAIL

D6

NO SCALE

FEATURES

GENERAL DESCRIPTION

TYPE F2 - LED DAM PATHWAY TYPE F1 - LED ROADWAY TYPE F3 - GATE INSPECTION SPOTLIGHT

FEATURES

GENERAL DESCRIPTION

F4 FIXTURE DETAIL

D8

TYPE F4 - DOOR ENTRANCE LIGHT

5 YEARWARRANTY:

9" W X 5.5" H X 6" DNOM. DIMENSIONS:

1200 LUMENS (20 WATTS) NOMINALLUMENS:

SHALLOW SURFACE BOX

HORIZONTAL WALL MOUNTED WITHMOUNTING:

HOIZONTAL "EYELID"DISTRIBUTION:

70.>SHALL BE 5000 K, CRI

CORRELATED COLOR TEMPERATURE

LIGHT EMITTING DIODE (LED)LAMP TYPE:

THE SHOP DRAWINGS IS NOT ACCEPTABLE.

FOR THE SAID LIGHT. A GENERIC IES PATTERN SHOWN ON

LED LIGHT FIXTURE FOR THE ENTIRE AREA OF COVERAGE

PROVIDED FROM THE MANUFACTURER OF THE SELECTED

COMMERCIAL SOFTWARE PROGRAM USING IES DATA FILE

PROVIDE IES ILLUMINATION RESULTS PRODUCED WITH A

FOR A LIGHT FIXTURE OTHER THAN THE BASIS OF DESIGN,REMARKS:

MODEL #: ARCH-L-AF72-250-D-U-T2R-7050-10k-A15-IP66-APDESIGN:

EATON STREETWORKS ARCHEON LARGE LIGHT FIXTUREBASIS OF

POSSIBLE

POLE AND MOUNTING ARM COLOR AS CLOSELY AS

STANDARD GREY OR SILVER WHICH MUST MATCH THE COLOR:

FIXTURE WILL NOT USE DIMMING 7.

UL LISTED FOR WET LOCATIONS 6.

5.. IP 66 RATED OPTICS

AS FIXTURE AND POLE)

15-INCH COMPATIBLE MOUNTING ARM (SAME COLOR4.

INTEGRAL SURGE PROTECTION DEVICE3.

MANUAL LIGHT SWITCH CONTROL2.

TYPE II DISTRIBUTION1. OPTIONS:

DEFINED BY IES TM15

FIXTURE'S B.U.G. RATING SHALL NOT EXCEED B3-U0-G4 ASB.U.G. RATING:

120 VOLTSELECTRICAL:

ALUMINUMHOUSING:

THE SHOP DRAWINGS IS NOT ACCEPTABLE.

FOR THE SAID LIGHT. A GENERIC IES PATTERN SHOWN ON

LED LIGHT FIXTURE FOR THE ENTIRE AREA OF COVERAGE

PROVIDED FROM THE MANUFACTURER OF THE SELECTED

COMMERCIAL SOFTWARE PROGRAM USING IES DATA FILE

PROVIDE IES ILLUMINATION RESULTS PRODUCED WITH A

FOR A LIGHT FIXTURE OTHER THAN THE BASIS OF DESIGN,REMARKS:

MODEL #: ARCH-L-AF72-110-D-U-T2R-7050-4-10k-A15-IP66-APDESIGN:

EATON STREETWORKS ARCHEON LARGE LIGHT FIXTUREBASIS OF

POSSIBLE

AND MOUNTING ARM COLOR AS CLOSELY AS

STANDARD GREY OR SILVER WHICH MUST MATCH THE POLECOLOR:

FIXTURE WILL NOT USE DIMMING 7.

UL LISTED FOR WET LOCATIONS 6.

IP 66 RATED OPTICS5.

AS FIXTURE AND POLE)

15-INCH COMPATIBLE MOUNTING ARM (SAME COLOR4.

INTEGRAL SURGE PROTECTION DEVICE3.

INTEGRAL PHOTOCONTROL SWITCH2.

TYPE II DISTRIBUTION1. OPTIONS:

DEFINED BY IES TM15

FIXTURE'S B.U.G. RATING SHALL NOT EXCEED B2-U0-G2 ASB.U.G. RATING:

120 VOLTSELECTRICAL:

ALUMINUMHOUSING:

THE SHOP DRAWINGS IS NOT ACCEPTABLE.

THE SAID LIGHT. A GENERIC IES PATTERN SHOWN ON

FIXTURE FOR THE ENTIRE AREA OF COVERAGE FOR

MANUFACTURER OF THE SELECTED LED LIGHT

PROGRAM USING IES DATA FILE PROVIDED FROM THE

PRODUCED WITH A COMMERCIAL SOFTWARE

DESIGN, PROVIDE IES ILLUMINATION RESULTS

FOR A LIGHT FIXTURE OTHER THAN THE BASIS OF REMARKS:

DDBXD

HLF1 LED P1 50K VNSP MVOLT YKC62

EXAMPLE MODEL NO. FOLLOWS:

LITHONIA MODEL HLF1BASIS OF DESIGN:

120 VOLTSELECTRICAL:

NOT APPLICABLEB.U.G. RATING:

DARK BRONZE (STANDARD)HOUSING:

THE SHOP DRAWINGS IS NOT ACCEPTABLE.

THE SAID LIGHT. A GENERIC IES PATTERN SHOWN ON

FIXTURE FOR THE ENTIRE AREA OF COVERAGE FOR

MANUFACTURER OF THE SELECTED LED LIGHT

PROGRAM USING IES DATA FILE PROVIDED FROM THE

PRODUCED WITH A COMMERCIAL SOFTWARE

DESIGN, PROVIDE IES ILLUMINATION RESULTS

FOR A LIGHT FIXTURE OTHER THAN THE BASIS OF REMARKS:

B95 HEBLK LD4 20W 50 CL UNV EDC1 SC95

EXAMPLE MODEL NO. FOLLOWS:

EATON FAIL-SAFEBASIS OF DESIGN:

120 VOLTSELECTRICAL:

NOT APPLICABLEB.U.G. RATING:

BRONZE (STANDARD) WITH CLEAR LENSCOLOR:

LOCATION

AND REFLECTOR. IP65 AND UL LISTED FOR WET

POLYCARBONATE LENS, METAL BACK HOUSING

VANDAL RESISTANT, INJECTION MOLDED HOUSING:

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5 YEARWARRANTY:

25" W X 10" H X 10" DNOM. DIMENSIONS:

16370 LUMENS (166 WATTS) NOMINALLUMENS:

YOKE MOUNTEDMOUNTING:

VERY NARROW SPOT LIGHTDISTRIBUTION:

70.>SHALL BE 5000 K, CRI

CORRELATED COLOR TEMPERATURE

LIGHT EMITTING DIODE (LED)LAMP TYPE:

5 YEARSWARRANTY:

NOM. DIMENSIONS: 36" W X 15" L X 6" D

LIGHT POLE

ARM MOUNTED TO MOUNTING:

5000K, 70 CRI

LED, 15852 LUMENS (110 WATTS)LAMP TYPE:

5 YEARSWARRANTY:

NOM. DIMENSIONS: 36" W X 15" L X 6" D

LIGHT POLE

ARM MOUNTED TO MOUNTING:

5000K, 70 CRI

LED, 29089 LUMENS (250 WATTS)LAMP TYPE:

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SCALE : 3/8"=1'-0" 0 2' 4' 6'

E5

LIGHT POLE # 2 AND # 3 BASE WIRING

E1

LIGHT POLE # 1 AND # 4 BASE WIRING

FOR CONTINUATION

SEE SHEET E-101

TO DAM LIGHTING

TO CLEAR DOORWAY

ROUTE CONDUIT UP

HANDHOLE HANDHOLE

EXISTING CONDUIT TO EXISTING JUNCTION BOXEXISTING CONDUIT TO EXISTING JUNCTION BOX

TOP OF CONCRETE TOP OF CONCRETE

NEW LIGHT POLE NEW LIGHT POLE

NEW GROUNDING BUSHING

NEW CONDUCTORSNEW CONDUCTORS

NEW GROUNDING BUSHING

INLINE FUSE HOLDER

NEW WATERTIGHT INSULATING BOOTS AND FUSES

INLINE FUSE HOLDERS WITH

TWO (2) NEW WATERTIGHT

L1 N G

N L2N2

G

L1

NOT TO SCALE NOT TO SCALE

POLE BASE.

TO PROVIDE NEAT CABLE MANAGEMENT IN EACH LIGHT

WIRE TIES TO GROUP, COIL, AND BUNDLE CONDUCTORS

PROVIDE FUNGUS INERT, CORROSION-PROOF NYLON 2.

BASE.

CONDUCTORS FOR NEAT STORAGE INSIDE EACH POLE

FOR CONDUCTORS, BUNDLE, AND COIL-UP THE

LIGHT POLE. PROVIDE UNIQUE IDENTIFICATION LABELS

FOR EVERY CONDUCTOR IN THE BASE OF EACH NEW

PROVIDE 24-INCHES OF EXTRA CONDUCTOR LENGTHS 1.

WITH WEATHER PROOF OPERATOR COVER

SWITCHES IN TYPE FD OUTLET BOX

TWO (2) NEW SURFACE MOUNTED

FIXTURE

NEW TYPE F4

UP

UP

NEW ELECTRICAL PLAN - DAM ACCESS TOWER (EL. 787.83)

SCALE : 3/8"=1'-0" 0 2' 4' 6'

FLOOR EL. 787.83

CONDUIT ROUTE FROM

A5

NEW ELECTRICAL PLAN - DAM ACCESS TOWER (EL. 778.5)

FLOOR EL. 778.5

CONDUIT ROUTE TO

UP

UP

9 9

OPEN DOORWAY.

ROUTE CONDUIT THROUGH TOP SOUTH CORNER OF 9.

SEAL THE PENETRATION.

THE CONDUIT FOR THE FULL DEPTH OF THE WALL TO

NON-SHRINK GROUT IN THE ANNULAR SPACE AROUND

TO CORE DRILLING THE CONDUIT HOLE. PROVIDE

WITH CONTRACTING OFFICER’S REPRENTATIVE PRIOR

PROPOSED CORE DRILL LOCATION AND COORDINATE

MONOLITH 4, REINFORCING II”. MARK TO IDENTIFY THE

REFERENCE DRAWING NO. RR-2-40/8, “TRANSITION

REINFORCEMENT BARS EXISITING IN WALL. USE

TO DETERMINE PROBABLE LOCATION OF

WALL TO FACILITATE CONDUIT PENETRATION. MEASURE

REINFORCED CONCRETE OF THE DAM ACCESS TOWER

PROVIDE A 3" DIAMETER CORE DRILL THROUGH THE 8.

PANELBOARD.

ON CONCRETE WALLS TO THE EXISTING LIGHTING

ACCESS TOWER. SURFACE ROUTE NEW 1" RGS CONDUIT

MORE THAN 15 FEET ABOVE FLOOR INSIDE THE DAM

OTHER DAM CONDUITS. THIS ACCESSIBLE SPACE IS

CONDUIT THROUGH EXISTING WALL PENETRATION WITH

PROVIDE ONE (1) NEW 1" RIGID GALVANIZED STEEL (RGS) 7.

PANELBOARD (IN ACCESS TOWER AT ELEVATION 778.5).

10KAIC CIRCUIT BREAKERS INSIDE EXISTING

PROVIDE TWO (2) NEW 20 AMPERE, 120 VOLT 1 POLE, 6.

FROM LIGHT POLE GROUNDING LUG.

NEW #8 AWG BARE COPPER GROUNDING CONDUCTOR

PROVIDE #8 AWG BARE COPPER CONDUCTOR. BOND 5.

TO NEW LIGHT POLE GROUNDING LUG.

AND BOND THIS NEW #8 AWG GROUNDING CONDUCTOR

TO THE NEW #8 AWG GROUNDING CONDUCTOR. EXTEND

EACH NEW LIGHTING CIRCUIT GROUNDING CONDUCTOR

PROVIDE #8 AWG BARE COPPER CONDUCTOR. BOND 4.

CONDUCTORS TO LIGHT POLE GROUNDING LUG.

NEW LIGHT POLE GROUNDING LUG. BOND GROUNDING 3.

CONDUIT TERMINATION BUSHING.

PROVIDE NEW INSULATED THROAT GROUNDING STYLE 2.

VOLTS, 10KAIC UNLESS APPROVED OTHERWISE.

PROVIDE TYPE CC FUSES RATED 15 AMPERES, 120

AND SAME MANUFACTURER AS THE FUSEHOLDERS.

INSULATION BOOTS THAT ARE STANDARD OPTION FOR

POLE WILL BE APPLIED TO IN-LINE FUSES. PROVIDE

AC. CIRCUIT RATING OF 120 VOLTS, 20 AMPERES, SINGLE

FUSEHOLDERS MUST BE RATED 30 AMPERES, 600 VOLTS

PROPER FUSES. BASIS OF DESIGN IS LITTLEFUSE. THE

(NON-BREAKAWAY TYPE) WITH INSULATION BOOTS AND

PROVIDE NEW IN-LINE WATERTIGHT FUSEHOLDERS 1.

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