L1 L9

Plans Alignment is the Center-line of the Eastbound Lanes. Under-I ying Plans Alignment is the Median Center-line

76.42 <SD HWY 631 Sta. 64+34.81

Sta. a 93+14 In Place Crossover MRM 167.46

to. 324+87.78

Sta. o 23 +05.55

(/)

N Sta. o

f-

Sta.

§J

SECTION L: LIGHTING PLANS

Sta.a 147+06 In Place Crossover MRM 168.48 Continuous Concrete Bridge

Str.No. 36-501-079 119.0' = 0.023 Mile MRM 170.32

BEGIN P 0063<48>75 MRM 83.48 <SD HWY 631

R 24 E

<..O s;J-

N <..O + s;J-<..O N

0 +­t/)

R 24 E

N ~

rri co + l'--

rri

0 +­t/)

N LO

co ~

co s;J-

0

0 +-t/)

s;J-Ol

0

+ N

0

0 +-t/)

0 Ol

s;J­

+ 0 I'-

0

Equation: Sta. 331 +96.54 Sta. a 0+00

Sta. 14+00

0

0 +-t/)

Exit

R 25E

R 25 E

Continuous Concrete Str. No. 36-480-091

_ MRM 167.83

Eastbound Rest Area Sta.0+00 to Sta. 50+92

---------- Continuous Concrete Bridge Str.No. 36-450-106 MRM 164.43

Begin P 0063<48>75 MRM 75.44 <SD HWY 631 Sta. 9+87.57

0 co + LO co rri

Bridge

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

IM-FP 0903(108)163 P 0063 48 75

08/27/2020

INDEX OF SHEETS

L 1 General Layout with Index

SHEET

L2-L3 Estimate with General Notes & Tables L4-L5 Conduit Layouts L6 Wiring Diagrams L 7-L9 Standard Plates

Continuous Concrete Bridge Str.No. 36-520-068 119.0' = 0.023 Mile MRM 172.50

Equation: Sta. a 432+54.I I Sta.b 433+03.21

s;J-<..O

I'- >-s;J-

=

)163 + f- MRM I 74.00+ 0.134 <EB Lones> z >-N

:::J s;J- 0

u 0 z 0 0 +- (/)

t/) ::::.:: u <( 7

END P0063<48>75 MRM 83.36 ISO HWY 631 Sta. 25+08.61

s ... - .... A Ar ■ n ■ ,.,..

f- Ir z :::J 0 u (/)

(/) N w z f-0 7

TOTAL SHEETS

.!!1 [i:

L2 L9

0 0 <:'!

E e LL

I a:

SECTION L ESTIMATE OF QUANTITIES

BID ITEM ITEM QUANTITY UNIT

NUMBER

11 0E1510 Remove Luminaire Pole 8 Eaoh

11 0E1540 Remove Luminaire Pole Footing 8 Eaoh

250E0010 Incidental Work Lump Sum LS

635E0050 Breakaway Base Luminaire Pole with Ann, 50' 9 Eaoh Mountino Heioht

635E01 50 Breakaway Base Lurninaire Pole with Twin Arms, 2 Eaoh

50' Mounting Height 635E3700 Roadway Luminaire, LED with Photoelectric Cell 13 Each

635E5020 2' Diameter Footing, 90.0 Ft

635E5301 Type 1 Electrical Junction Box 3 Each

635E6200 Miscellaneous, Electrical Lumo Sum LS

635E8120 2" Rigid Conduit, Schedule 40 2,050 Ft

635E8220 2" Rigid Conduit, Schedule 80 190 Ft

635E90116 1/C #6 AWG Copper Wire 6,935 Ft

635E97110 2/C #10 AWG Copper Pole and Bracket Cable 845 Ft

SUPPLYING AS BUil T PLANS

If the rest area lighting systems are constructed differently than what is stated in the plans, the Contractor will supply as built plans to the Engineer and a copy will be sent to the Traffic Design Engineer. The as built plans may include conduit layouts, wiring diagrams, or other drawings depicting the changes from the original plans.

SHOP DRAWING AND CATALOG CUTS SUBMITTALS

The Contractor will submit shop drawings and catalog cuts in accordance with Section 985 of the Specifications.

Adobe PDF submittals will be sent to the following email addresses:

Ryley. Rapp@state.sd. us Kelly.VanDeWiele@state.sd.us

REMOVE LUMINAIRE POLE FOOTING

The footings of existing luminaire poles EL 1-EL8 will be removed by the Contractor to a minimum of 2' below the ground surface. Restoration of the disturbed area will be to the satisfaction of the Engineer.

All costs for removing the footings of the existing luminaire poles will be incidental to the contract unit price per each for "Remove Luminaire Pole Footing".

INCIDENTAL WORK

Incidental work includes. but is not limited to, the restoration of all disturbed areas to the satisfaction of the Engineer.

LUMINAIRE POLES

Luminaire poles L 1, L3-L7, and L9-L 11 will have a mounting height of SO-feet with single 8-foot arms. Luminaire poles L2 and L8 will have a mounting height of SO-feet with twin 8-foot arms.

LUMINAIRES

The lighting design used the following parameters and provides 1.0 and greater average maintained foot-candles and uniformity ratios of 4:1 (average maintained to minimum maintained foot-candles) and 5:1 (maximum to minimum maintained foot candles:

Pole Setback: Lamp Loss Factor (LLF) : Width of Lighted Area: Spacing: Configuration: Mounting Height: Arm Length Light Source:

Variable 0.8 Variable Variable Variable 50 Ft. 8 Ft. LED

The following LED luminaires meet the requirements for this design:

a.)

b.)

GE Evolve

Eaton Navion:

ERL2-3-27-C3-40, Type Ill, LED

NVN-AE-06-D-U-SL2, Type II , LED

TABLE OF FOOTING DAT A

Site Designation

L 1 L3-L7 L9-L 11

Footing Diameter

2' - O"

* Footing Depth

8' - O"

**Spiral Diameter

1' - 8"

L2.L8 2'- 0" 9' -0" 1' -8"

* Footing depth will be below ground level. ** The size of all spirals will be #3.

MISCELLANEOUS, ELECTRICAL

**Spiral Length

54' -9"

60' - O"

Vertical Reinforcement

8-#7 X 7' - 6"

8-#7 X 8' - 6"

The Contractor will disconnect, remove, and dispose of the existing lighting system wiring. All costs for labor and material to disconnect. remove, and dispose of the existing lighting system wiring will be incidental to the contract lump sum price for "Miscellaneous. Electrical".

WIRE SPLICING FOR LIGHTING

All wire splices for lighting will be made using TE Connectivity GTAP connectors, NSI Industries Polaris Blue connectors. or an approved equal.

ELECTRICAL JUNCTION BOXES

I STATE OF I SOUTH I

DAKOTA

Plotting Date:

PROJECT

IM-FP 0903(108)163 P 0063/48)75

08/27/2020

I SHEET I I I

All costs associated with removing the existing junction boxes will be incidental to the contract unit price per each for 'Type 1 Electrical Junction Box."

Junction boxes JL 1 & JL3 will be placed to intercept the existing 2" lighting system conduit. The existing conduit will be exposed and modified to properly enter each new junction box.

All costs associated with exposing the existing conduit, modifying the existing condu it, and placing the new junction boxes will be incidental to the contract unit price per each for "Type 1 Electrical Junction Box."

TOTAL SHEETS

C: Cl

"Cl _j C: 0 tl " I § ..,. ~ ., ~ C.

~

.!!1 [i:

L3 L9

0 0 <:'!

" 13 Cf)

0 a:

E e LL

I a:

Location to Location

LIGHTING

L1 L3

L3 L5

L5 L4

L4 L2

L2 JL 1

LS LB

LS JL2

JL2 JL3

JL2 L10

L10 L11

L11 L9

L9 L7

LUMINAIRE POLES

LUMINAIRE POLE L1

LUMINAIRE POLE L2

LUMINAIRE POLE L3

LUMINAIRE POLE L4

LUMINAIRE POLE L5

LUMINAIRE POLE L6

LUMINAIRE POLE L7

LUMINAIRE POLE LB

LUMINAIRE POLE L9

LUMINAIRE POLE L10

LUMINAIRE POLE L11

Rigid Conduit

Schedule 40 Schedule 80

2" 2"

Ft Ft

225

230

105 75

235

105

210

115

105

135

115 115

240

230

Total : 2,050 190

CONDUIT AND CABLE QUANTITIES I STATE OF I PROJECT I I TOTAL l----=---------,-------1 SHEET SHEETS

SOUTH I IM-FP 0903(108)163 I I DAKOTA p 0063/48)75

Plotting Date: 08/27/2020

Copper Wire Pole and Bracket

Cable

1/C 2/C

#6 #10

AWG AWG Ft Ft

695

710

560

730

325

650

355

325

420

710

745

710

65

130

65

65

65

65

65

130

65 C: C)

"C 65 ~ 65 "C

C: 0 0

" ]5 m t::: I'-Cl ..,. 0 -"' " m ""' -~ C.

~

.!!1 [i:

6,935 845

L4 L9

" l 0 a:

L 1 16+81 -12.0' L

16+77

KEY

♦

--

ITEM Remove Luminaire Pole (EL 1-EL8) Remove Luminaire Pole Footing (EL 1-EL8) Breakaway Base Luminaire Pole w/8' Arm 50' MountInn Heiaht fL 1 L3-L 7 L9-L 11)

CONDUIT LAYOUT 190 BELVIDERE REST AREAS

ESTIMATE OF QUANTITIES

on~JnUNIT KEY ITEM

8 EACH Iii T)iPe 1 Electrical Junction Box (, L 1-JL3)

EACH ~2''~) 2" Rigid Conduit, Schedule 40 8 SCH 40

f "1 2" Rigid Conduit, Schedule 80 9 EACH SCH 80

Breakaway Base Luminaire Pole w/Twin 8' Arms 50' Mount1na Heiaht (L2 LB) 2 EACH @ 1/C #6 AWG Copper Wire

- Roadway Luminaire, LED with P.E. (L 1-L 11)' 13 EACH 2/C #10 AWG Copper Pole & Bracket Cable

0 2' Dia~rter Footing (L 1-L 11

EL 1 L2 18+35 -82.0' R

---------------------------------------- ----------------------

0

POWER SOURCE 120/~ 0 v.a.c., 60 hz.,

1 Phase, 3 Wire Service

WEST g~NTRAL ELECTRIC COOPERATIVE

@

90 FT

L3 18+93 -51.0' L

EASTBOUND REST AREA

EL2

' '

'

EL3 L4 20+59 -83.0' R

EL4

@

'

0

on~J~TUNIT 3 EACH

2,050 FT

190 FT

6,935 FT

845 FT

STATE OF SOUTH

DAKOTA

Plotting Date:

L5 21 +14 -50.0' L

*

PROJECT

IM-FP 0903(108)163 P 0063 48 75

08/27/2020

SHEET TOTAL

SHEETS

C: C)

"C t.i

"' ~ 0

~ :il ;?

f ::::i

.!!1 [i:

L5 L9

E e u.

CONDUIT LAYOUT 190 BELVIDERE REST AREAS

POWER SOURCE 120/240 v.a.c., 60 hz.,

1 Phase, 3 Wire Service

WEST g~NTRAL ELECTRIC COOPERATIVE

L 10 28+ 78 -28.0' L

- --- -- --- ------=--- _ - ...-...=..=- - --=-=-- --=-=--~ -~ -- -- - -- - -------- ~- -~ ----=-== -~ ----=--=-=- --· - --- -- -- ------~ ------ -- -- - -EL? EL8

ELS EL6

28+00 29+00

STATE OF SOUTH

DAKOTA

Plotting Date:

1-----,-:--:-:------P-'-R=.:OJ=.:EC:..;_T ___ _J SHEET

IM-FP 0903(108)163 P 0063 48 75

. .

0812712020

- - - -- -- -- -- -~~ -30+130 . . . · .. .

--------------------------------- -----------------

L7 26+18 -54.0' R L9 28+36 -54.0' R

TOTAL SHEETS

L6 L9

E e LL

I a:

L1

SERVICE CABINET (INSIDE BUILDiNG)

1 10Uamp ·

'

~ : CT r""""...__;_ --­

,----c:~=

~ ( #6 :}------;,,if ...

" .. - ... ,,

JL 1

l

L3

ij ill

2

jri,

l 1 /~PHOTOCELL

Lb

L4

NOTE: Ali circuits will be bonded in accordance with thE: NATIONAL [L[CTRICAL COD[. Quantiti~s for hondinq conductors ar~ not included in these plans.

~ tJ - ~

1~ ;,

.6

!S !~ i I

n7

~ l

LE=GP-1D: ~-

.8

FTATF OF SOUIH

nAKnTA

P!ntling rlate-

________ PR_n_.1E...,.cT __ ,--__ fo.11r:'.ET

lfv1-Ff-' 08U3(108)163 P 0063 43)75

08/27/?020

vVESTBOUND REST l\REA

,-

' #6 '1--------;;!I~ l ' .... - .... '~V-PHOTOCELL

JL3

-L1

( #6 ·-.. __

J, n.;"

J, J, 1-\ 1;"

~ ~"w

-,~ J ~t ~" ;:"

-~

- -L7 L9 L11

FUSE: 1 amp.

LUMINAIRE: LED

TOTAL ·-,;EE·,:.

C"

"fi:

" § (0

~ n

~ CJ c::

·;:::"

~ S:"

::::i

LI

L7 L9

0 0 <:'!

E e LL

I a:

(~~--,;;,- ...... , ':--.. ,, ,,

'' '' '' '' ,, ,,

Single Tube, Truss, or Davit types of mast arms ore al I acceptable, but only one type shall be provided for each contract. The mixing of different types is not permitted without special approval by the S.D.D.O. T.

Convenience duplex festoon outlet receptacle suitable for outdoor use ( I 5 amp, 3-wire> ( as required l

Luminaire poles shall be designed to support a 36"x 36'Warning sign bonded to the pole as shown.

0 I

;:....

' -i

Concrete Footing

I

i .. d _}

Length of most orm(slos specified in plans.

o• under the luminaire

Variable

L()

2.0 sq. ft. 60 lbs. (Typical>

+­.c CJ> (])

J:

CJ> .s +­c :J 0 ~

Pavement Edge

March 31, 2000

Published Date: 3rd Dtr. 2020

s D D 0 T

STEEL ROADWAY LUMINAIRE POLE WITH MAST ARM(S)

PLATE NUl,(BER

635.01

Sheet I of I

2/C •10 AWG Pole and Brocket Cable

Clear Door Opening

A, C.Phase

Grounding Nut

GENERAL NOTES:

STATE OF SOUTH

DAKOTA

PROJECT

IM-FP 0903(108)163 P 0063 48 75

Plotting Date: 08/27/2020

*

**

- Size per Wiring Diagram

Anchor Bolt _,,_....._~~ Projection

;::..

Base details are provided for example only and are not intended to be a complete design.

Fused connectors shall be breakaway type.

• Hardware connecting the pole to the base shall be installed in accordance with the manufacturer's recommendation.

••Hardware connecting the base to the footing shall be installed in accordance with the manufacturer's recommendation. The Contractor shall install leveling devices in accordance with the manufacturer's recommendation if shimming is necessary to install the light poles plumb and level. The washers and shims shall be installed around the anchor bolts.

Published Date: 3rd Dtr. 2020

s D D 0 T

ROADWAY LUMINAIRE POLE BREAKAWAY TRANSFORMER BASE

September 6, 2015

PLATE NUl,(BER

635.21

Sheet I of I

SHEET TOTAL

SHEETS

C:

"' "C _j C: a il " Cl)

~ a: :s ~ 0

~ " ., ~

.!!1 [i:

L8 L9

0 0 <:'!

E e LL

I a:

Vertical Rebar (equal I y spaced)

½" Preformed Joint Filler

Vertical rebor shall be as specified in the plans.

GENERAL NOTES1

1/2" Rigid grounding conduit with bushings (sites to be grounded are shown on the field wiring diagram).

Rigid Conduit With Bushings

(Z'.J One Anchor Rod Diameter (Max.) <For Signal Pole Footings)

Anchor Rod CTyp.l

t

**For Signal Pole Footings

~When direct burial is Ul to be used a bushing c or bell end shall be

~ ~ provided.

.c Q) +- .c g +-"CJ _r_;_

g "CJ

'.j: -~ o't-0 ·u

LL Q)

a. (/)

--12" for No. 3 Spiral Ties

• Circular ties may be used in lieu of the spiral ties. The No. 3 ties shal I be spaced 12 inches apart except for the top two which shall be spaced 6 inches apart. The ties shall be lapped 18 inches and the laps shall be staggered around the cage.

Spiral ties shall have 1-1 /2 extra turns at each end.

See Section 985 of the Specifications for footing materials.

Conduits and bushings may project 2½ inches to 6 inches above footing for fixed base poles but shall not project above the slip plane or fracture plane for breakaway poles.

Conduits shall be sealed water-tight during al I phases of construction until poles are in place.

The anchor rods shall fit inside the reinforcing steel cage. If the anchor rods designed by the Pole Manufacturer do not fit, contact the Office of Bridge Design for footing redesign. No additional payment will be made for the redesigned footing.

Costs of conduit and conduit bushings shown on footing detail shal I be incidental to the footing bid itemCs),

The pole shall not be installed until the concrete hos attained design strength <4000 psil.

The contour of the area surrounding the breakaway pole shall be flat, though not necessarily level for a distance of 5 feet in all directions. The Contractor may be required to provide finish grading at some breakaway pole locations.

Published Date: 3rd Dtr. 2020

s D D 0 T

POLE FOOTING

June 26, 2015

PLATE NUIIBER

635.55

Sheet I of I

0 c.:>~ 0

TOP VIEW <Coverl

D

0 0

0 0

TOP VIEW (Box)

Base Course

Conduit~

E :J _.,--------,.>--, E

• Skid Resistant Surface

**Appropriate Logo

N

u

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

IM-FP 0903(108)163 P 0063 48 75

08/27/2020

! Lifting Eye

ISOMETRIC VIEW (Box and Cover)

Portland Cement Concrete or Asphalt Concrete

·c -;____Ji-=L_ ___ _J\,~-----',,---------'--~ N

".~------'".~-~-~ Base

SIDE VIEW <Electrical Junction Box Installation Details)

(Buried No. 4 steel reinforcing bar not shown.)

Published Date: 3rd Dtr. 2020

s D D 0 T

ELECTRICAL JUNCTION BOXES TYPE 1 THROUGH TYPE 4

Course

September 14, 2017

PLATE NUIIBER

635.65

Sheet I of 2

SHEET TOTAL

SHEETS

C:

"' "C _j C: 0

il " Cl)

~ a: :s ~ 0

~ " ., ~

.!!1 [i:

L9 L9

0 0 <:'!

E e LL

I a:

ELECTRICAL JUNCTION BOX

APPROXIMATE MINIMUM

TYPE DESCRIPTION DEPTH COVER SIZE <C>

I Open Bottom 1 l"xl 8" 18" with Gasket

2 Open Bottom I 3"x24" 18" with Gasket

3 Open Bottom I 7"x30" 18" with Gasket

4 Open Bottom 30"x48" 24" with Gasket

GENERAL NOTES:

The cover shall be gosketed with a minimum of two stainless steel bolts and washers.

The cover shall hove a lifting eye,

* The surface of the cover shal I have a minimum wet and dry coefficient of friction value of 0.5 as determined by ASTM F609,

••The cover of the junction box shall hove the appropriate logo in one inch size letters and shall be recessed. When the junction box contains cables or wires for o traffic signal then the logo shall be "Signal". When the junction box contains lighting conductors then the logo shall be "Lighting",

The electrical junction boxes shall comply with the American Notional Standards Institute <ANSll/Society of Coble Telecommunications Engineers !SCTE> 77 2007 Specification for Underground Enclosure Integrity. The loading requirement for al I the electrical junction boxes shall be Tier 8 of ANSI/SCTE 77 2007,

The electrical junction boxes shall be UL listed.

For junction boxes located outside of pavement, o No. 4 steel reinforcing bar with a minimum length of 18" shol I be buried adjacent to the long side of the junction box. All costs associated with furnishing and placing the steel reinforcing bar shol I be incidental to the contract unit price per each for "Type _ Electrical Junction Box".

Published Date: 3rd Dtr. 2020

s D D 0 T

ELECTRICAL JUNCTION BOXES TYPE 1 THROUGH TYPE 4

September 14, 2017

PLATE NUl,(BER

635.65

Sheet 2 of 2

Buried Coble Marker

N

Conductor Coble(s)

Buried Coble Marker

N

q-N

Conductor Coble(sl

GENERAL NOTE:

Ground Line

SECTION VIEW

Ground Line

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

IM-FP 0903(108)163 P 0063 48 75

08/27/2020

Soil Backfill

Soil Backfill

Sand Cushion

~ Rock

SECTION VIEW

The Buried Coble Marker shall be plastic, approximately 6" wide, and shall be capable of sustaining o minimum of o 3501/. tolerance of elongation without tearing. The Buried Coble Marker shall hove a life expectancy approximately equal to that of the conductor<s) beneath it. A phrase indicating the presence of a buried electric circuit below shall be printed in a contrasting color on the cable marker, The Buried Cable Marker shall be subject to approval by the Engineer, All costs associated with furnishing and installing the Buried Coble Marker shall be incidental to the contract unit price per Foot for the bid item used for the electrical conductor.

Published Date: 3rd Dtr. 2020

s D D 0 T

CONDUIT INSTALLATION

March 31, 2000

PLATE NUl,(BER

635.76

Sheet I of I

SHEET TOTAL

SHEETS

C:

"' "C _j C: a il " Cl)

~ a: :s ~ 0

~ " ., ~

.!!1 [i: