section l: lighting plans dakota nh 0212(165)224 l1...

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SECTION L: LIGHTING PLANS

BEGIN DIVERSION R76W

Mainline Station 93+63.50 = Diversion Station 10+55.00 BEGIN NH 0212(165)224

BEGIN GRADING 1-----------------------

□ -- -- --1 Station 2+50.00 Located 2214.00' East of the northwest corner of Section 26 - Township 118 North -Range 76 West of the 5th PM MRM 224.00

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GETTYSBURG -~-, ... -□~□□□ INSTALLAPP OACH D D D D D Mainline Stati_on 59+ 4.50

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R76W

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0212(165)224

11/03/2020

INDEX OF SHEETS

General Layout with Index

SHEET TOTAL

SHEETS

L1 L2-L5 L6-L21 L22 L23-L26

Estimate With General Notes and Table Conduit Layouts Wiring Diagrams Standard Plates

R75W

END DIVERSION Mainline Station 97+02.00 = Diversion Station 14+35.00

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R75W

END NH 0212(165)224 Station 98+15.00 Located 2032.00' North and 487.00' East of the northeast corner of Section 25 -Township 118 North - Range 75 West of the 5th PM MRM 226.33

END GRADING Station 95+70.00

L2 L26

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SECTION L ESTIMATE OF QUANTITIES

BID ITEM NUMBER

ITEM QUANTITY UNIT

110E1540 Remove Luminaire Pole Footing 31 Each

110E5100 Salvage Luminaire Pole 31 Each

635E0035 Breakaway Base Luminai.re Pole with Arm, 35' 14 Each Mounting Height

635E0050 Breakaway Base Luminai.re Pole with Arm, 50' 34 Each MountinCI Heiciht

635E3700 Roadway Luminaire, LED with Photoe lectric Cell 48 Each

635E5020 2' Diameter Footing 372.0 Ft

635E5301 Type 1 Electrical Junction Box 3 Each

635E5400 Electrical Service Cabinet 3 Each

635E6200 Miscellaneous, Electr,ical Lump Sum LS

635E8120 2" Rigid Conduit, Schedule 40 7,980 Ft

635E8220 2" Rigid Conduit. Schedu le 80 1,100 Ft

635E90 14 1/C #4 AWG Copper Wire 5,380 Ft

635E90 16 1/C #6 AWG Copper Wire 22,745 Ft

635E97 10 2/C #1 0 AWG Copper Pole and Bracket Cable 2,910 Ft

SUPPLYING AS BUil T PLANS

If the roadway lighting system is 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:

[email protected] [email protected]

SALVAGE LUMINAIRE POLE

Existing luminaire poles EL 1-EL31 will be salvaged and delivered to the City of Gettysburg by the Contractor. The Contractor will notify the City 5 days before the delivery of the salvaged luminaire poles . The City contact is Russel Anderson at (605) 769-2814. The poles will be delivered to:

1120 E. Garfield Gettysburg, SD 57442

Poles damaged during salvaging or delivery will be repaired or replaced by the Contractor at no cost to the State.

All costs for work involved in the salvage and delivery of the existing luminaire poles will be incidental to the contract unit price per each for "Salvage Luminaire Pole".

REMOVE LUMINAIRE POLE FOOTING

The footings of existing luminaire EL 1-EL31 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".

TABLE OF FOOTING DAT A

Site Footing * Footing **Spiral Designation Diameter Depth Diameter

L 1 - L 14 2' - 0" 7' - 0" 1' - 8"

L15- L27 L29- L37 2' - 0" 8' - 0" 1' - 8" L39- L48

L28 , L38 2' - 0" 9' - 0" 1' - 8"

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

SUBSURFACE

**Spiral Vertical Length Reinforcement

44' - 3" 8-#7 X 5' - 6"

54' - 9" 8-#7 X 7' - 6"

60' - 0" 8-#7 X 7' -6"

A subsurface investigation was conducted within the project limits in July 2018. Subsurface conditions throughout the project consist of brown to gray silt clay. Borings placed during the subsurface investigation were drilled to a depth of 15 feet; static water levels were recorded at depths varying from 3.8 feet to 14.9 feet. Location data along with initial and static ground conditions are provided below.

Initial Depths (ft) - 7/2- Static Depths (ft) - 7 /5-Station Offset 5/2018 6/2018

Groundwater Caved Groundwater Caved 7+50 16.6 LT Dry 15.0 13.8 14.0 15+00 17.6 RT 13.0 13.4 6.1 7.0 22+50 17.6 RT 5.0 14.2 4.0 6.0 29+00 16.6 RT 6.4 15.0 8.1 9.1 38+00 17.0 LT Dry 15.0 6.8 8.1 45+50 18.4 LT Dry 15.0 Dry 8.0 51+50 16.8 RT Dry 15.0 3.8 4.6 59+00 17.8 RT Dry 15.0 14.9 15.0 66+00 15.2 LT Dry 15.0 14.9 15.0 72+00 19.0 LT 14.7 14.9 4.2 9.2 81+00 16.4 LT Dry 15.0 5.8 6.4 88+50 16.4 LT Dry 15.4 Dry 6.6

I STATE OF II-____ P_R_OJ_EC_T ___ -----11 SHEET I TOTAL SHEETS

SOUTH I 1--1----1 DAKOTA NH 0212(165)224

Plotting Date: 12/14/2020 Rev. 12/14/2020 TP

Construction activities will be sequenced in a manner such that excavations within 1 O feet of any proposed footing will be completed and backfilled prior to excavation of cylindrical footings. Backfill of excavations within 10 feet of proposed footings will be with material approved by the Engineer placed in loose lifts not to exceed 6 inches and compacted according to the Specified Density Method.

During construction of the footings, concrete placement operations should closely follow excavation procedures. The longer excavations are left open the more likely caving may occur. If caving soils are encountered it may be necessary to use casing or drilling fluids to maintain an open excavation. Casing will be of sufficient strength to withstand handling and installation procedures. Casing material may consist of Sonotube, corrugated metal pipe, pvc, smooth metal pipe or any other material as approved by the Engineer. Drilling fluids can be water or other slurries as approved by the engineer. Concrete placed through drilling fluids will be tremied . If caving is not an issue but, water is present, it will be removed prior to concrete placement or the concrete will be tremied.

POLES

Luminaire poles, L 1-L 14, will have a 35 Ft. mounting height with 8 Ft. arm.

Luminaire poles, L 15-L48, will have a 50 Ft. mounting height with 8 Ft. arm.

Luminaire poles will be designed to include loadings created by banners that are 2 feet wide by 3 feet long, mounted 10 feet from the top of footing to the bottom of the banner.

LUMINAIRES

The lighting design for L 1-L 14 used the following parameters and provides 1.1 and greater average maintained foot-candles and uniformity ratios of 3:1 (average maintained to minimum maintained foot-candles) and 5:1 (maximum to minimum maintained foot candles):

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

Oft. 0.8 39 Ft. 158 Ft. One-Sided 35 Ft. 8 Ft. LED 4000K

The following LED luminaires meet the requirements for this design:

a.)

b.)

Eaton:

AEL:

NAV-AF-03-D-UNV-SL2-1 0K-800-AP

A TB2 60BLEDE85 MVOL T R3

The I ighting design for L 15-L48 used the following parameters and provides 1.1 and greater average maintained foot-candles and uniformity ratios of 3:1 (average maintained to minimum maintained foot-candles) and 5:1 (maximum to minimum maintained foot candles):

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LUMINAIRES (CONTINUED)

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

0Ft. 0.8 39 Ft. 205 Ft. One-Sided 50Ft. 8 Ft. LED 4000K

The following LED luminaires meet the requirements for this design:

a.)

b.)

Leotek:

AEL:

GC2-96G-MV-NW-2R-XX-800S

ATB2_60LEDE85_XX_R3_4K_5K

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.

MISCELLANEOUS, ELECTRICAL

The Contractor will disconnect and remove the existing lighting system wiring between existing power, and all wiring connecting EL 1 to EL31.

The Contractor will be responsible for coordination with Montana-Dakota Utilities to confirm and disconnect from existing metered locations. Contractor will also be responsible for restoration of the trench between electrical services and transformers if disturbed.

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

I STATEOF II-____ P_R_OJ_EC_T ___ ---11 SHEET I TOTAL SHEETS

SOUTH I 1--1----1 DAKOTA NH 0212(165)224

Plotting Date: 11/03/2020

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L4 L26CONDUIT AND CABLE QUANTITIES I STATE OF I PROJECT I I TOTAL 1---------------1 SHEET SHEETS

SOUTH I I I DAKOTA NH 0212(165)224


0 Rigid Conduit Copper Wire 0 Pole and Bracket <:'!

Schedule 40 Schedule 80 Cable

2" 2" 1/C 1/C 2/C

#4 #6 #10 " 13 AWG AWG AWG

Cf) Location to Location FT FT FT FT FT 0 a: US HWY212

L1 L2 165 510

L2 L3 165 510

L3 L4 145 450

L4 L5 165 510

L5 L6 165 510

L6 L7 145 450

L7 LB 170 525

LB L9 145 450

L9 L10 165 510

L10 L11 155 480

L11 L12 150 465

L1 2 JL 1 85 265

JL1 SERVICE CABINET 105 650

JL1 L13 75 235

L1 3 L14 170 525

L 14 L15 165 55 680

L15 L16 225 695

L16 L17 155 55 650

L17 L18 215 665

L1 9 L20 215 665

L20 L21 135 65 620

L21 L22 200 620

L22 L23 190 65 480 C 0,

L23 L24 145 450 ,:,

~ L24 L25 180 65 760 ,:,

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L25 L26 175 540 0 ll

" L26 L27 175 65 745 :i5 "'

L27 L28 175 540 ~ 0)

L28 JL2 35 110 "' 0

" JL2 SERVICE CABINET 45 140 0

i JL2 L29 170 60 710 C.

L29 L30 155 480 ~

L30 L31 140 95 730

L31 L32 185 575 .!!1 [i:

L32 L33 220 65 880

L33 L34 150 50 620

L34 L35 210 650

L35 L36 215 665

L36 L37 220 680

L37 L38 165 70 730

L39 L40 210 650

L40 L41 230 710

L41 L42 210 650

L42 L43 230 710

L43 L44 215 665

L44 L45 215 665

L45 L46 215 665

L46 L47 215 665

L47 L48 200 620 "' co N

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E Subtotal: 7,980 1,100 5,380 22,745 0 e LL ,:,

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L5 L26CONDUIT AND CABLE QUANTITIES I STATE OF I PROJECT I I TOTAL 1---------------1 SHEET SHEETS

SOUTH I I I DAKOTA NH 0212(165)224


0 Rigid Conduit Copper Wire 0 Pole and Bracket <:'!

Schedule 40 Schedule 80 Cable

2" 2" 1/C 1/C 2/C

#4 #6 #10

" 13 AWG AWG AWG Cf)

Location to Location FT FT FT FT FT 0 a: US HWY212

LUMINAIRE POLES

LUMINAIRE POLE L 1 50

LUMINAIRE POLE L2 50






LUMINAIRE POLE LB 50








LUMINAIRE POLE L1 6 65






LUMINAIRE POLE L22 65 C 0,

LUMINAIRE POLE L23 65 ,:,

~ LUMINAIRE POLE L24 65 ,:,

C 0

LUMINAIRE POLE L25 65 ll

" LUMINAIRE POLE L26 65 :i5 "'

LUMINAIRE POLE L27 65 ~ 0)

LUMINAIRE POLE L28 65 "' 0

" LUMINAIRE POLE L29 65 0

i LUMINAIRE POLE L30 65 C.

~ LUMINAIRE POLE L31 65


LUMINAIRE POLE L33 65 .!!1 [i:















LUMINAIRE POLE L48 65 "' co N

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Subtotal: 0 0 0 0 2,910

E Total: 7,980 1,100 5,380 22,745 2,910 e LL ,:,

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SALVAGE

ITEM Salvage Luminaire Poles EL 1-EL31

ESTIMATE OF QUANTITIES

ITEM Remove Luminaire Pole Footing (EL 1-EL31) Breakaway Base Luminaire Pole w/8' Arm 35' Mountma Heiaht (L 1-L 14) Breakaway Base Luminaire Pole w/8' Arm 50' Mountma Heiaht (L 15-L48) Roadway Luminaire, LED with P.E. (L 1-L48) 2' Diameter Footing (L 1-L48) TJtpe 1 Electrical Junction Box (. L 1-JL3)

Electrical Service Cabinet

Galvanized Steel Utility Pole Not a Bid Item Meter Socket Not a Bid Item

2" Rigid Conduit, Schedule 40

2" Rigid Conduit, Schedule 80

1/C #4 AWG Copper Wire

1/C #6 AWG Copper Wire

2/C #10 AWG Copper Pole & Bracket Cable

oolNTUNIT 31 EACH

14 EACH

34 EACH

48 EACH

372 FT

3 EACH

3 EACH

3 EACH

3 EACH

7,980 FT

1,100 FT

5,380 FT

22,745 FT

2,910 FT

R.O.W.

4+00

G

R.O.W.

CONDUIT LAYOUT US HWY 212 / W GARFIELD AVE

-US HWY 212 / W GARFIELD AVE

6+00 -

L2 06+40-28' L

STATE OF SOUTH

DAKOTA

Plotting Date:

-

PROJECT SHEET

NH 0212(165)224

12/14/2020 Rev. 12/14/2020 TP

L3 07+98-28' L

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TOTAL SHEETS

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DAKOTA

Plotting Date:

13+00

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PROJECT

NH 0212(165)224

11/03/2020

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SHEETS

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STATE OF SOUTH

DAKOTA

Plotting Date:

3 #6 2"

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1------P_RO_J_EC_T ___ ---I SHEET TOTAL SHEETS

NH 0212(165)224

11/03/2020

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STATE OF SOUTH

DAKOTA

Plotting Date:

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____ PR_OJ_EC_T ___ --1 SHEET TOTAL SHEETS

NH 0212(165)224

11/03/2020

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SOUTH DAKOTA

1------PR_O_JE_CT ___ ---I SHEET

NH 0212(165)224

11/03/2020

TOTAL SHEETS

US HWY 212 / W GARFIELD AVE Plotting Date:

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STATE OF SOUTH

DAKOTA

1-----PR_OJ_EC_T ___ --I SHEET TOTAL SHEETS

Plotting Date:

37+00 l (/l

NH 0212(165)224

11/03/2020

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STATE OF SOUTH

DAKOTA

Plotting Date:

-

1------P_RO_J_EC_T ___ ---I SHEET

NH 0212(165)224

11/03/2020

3 #6 2"

SCH 40

TOTAL SHEETS

US HWY 212 / E GARFIELD AVE

43+00

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C C) 'C t.i (0 M

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I f ::::i

.!!1 [i:


3 s: 3 l'I

I 3 s: #6 #6 : #6 2" ci 211 I: (/)

2" ci SCH a:: SCH 11•

SCH > a:: 40 40 I~

80 r---: I "sphalt

3 s: s: #6 2" ~\\

b ci SC~

a:: a:: jQ.

I n

3 #6 2"

SCH • 40

J ------ - - - - -- r----i

I © I I rv IVY w L25 46+43-28' LV

/ ' - / _, ' US HWY 212 / E GARFIELD AVE

I I /' 44+06'

..)

.., 45+00 ..) 46+00 .., ~ ..) ~

-~o-=:=--,-,r11-:tt-.-=-=_~ _=-_--_--_-:---t ' -,\ _ pi 7-: --- -<::" =--==i. _::~ :- • • --- ~~ T' --

I " w I II :--- ~ - i\ :: : >< '----L......L+-~ ::: w "' "' "' "' "' "'

,z s: ci a::

V ' 1--- -------..,--------rl/ p ..L -----;-- p

EL17

i~ 3:: '' 'i '' ''

l/l #6 ,ii '' '' '' 211 I

' ' '' SCH : '' '' 80 I: . I

I

48+00 ..)

..

STATE OF SOUTH

DAKOTA

Plotting Date:

-~ "-----( ~

C"

~

49.foo

PROJECT

NH 0212(165)224

11/03/2020

3 #6 2"

< SCH ----, 40 •

..) ..)

SHEET

-

TOTAL SHEETS

:::;;

50+0(

-C C)

"C t.i

~ 0)

"' I f ::::i

.!!1 [i:

L14 L26

-~

so+rn

-..... ,..., ..

3 #6 2"

SCH 40

Gr F1Vel

s: ci Ct'.

.:,

J

' -

;: ,l 3 ~

p

8

3 #6 2"

SCH 40

\._____,____, I

;;::


3 #6 2"

SCH 40



M8du

6 #6

- :, 5 00

:Qj

s: ci Ct'.

0 I

,r

" " " "

J 1 ~~ " - "

~ rf (/)

I(/)

'" '" '" '" " " " " " " " " " "

~ : ~ ~ ___;_

<( '" Cl.. ::: z :::

'" ~:~

s: ci Ct'.

s: ci Ct'.

3 #6

- 1 II -US HWY 212 / E GARFIELD AVE

I ;;:: 53+00 .:i

.:,

54+00 - -

I

D

* l * r

STATE OF SOUTH

DAKOTA

Plotting Date:

n

1------P_RO __ J_EC_T ___ ---I SHEET

3 #6

.:,

NH 0212(165)224

11/03/2020

55+bo

~

I?,

..... ,... , .. ® T

TOTAL SHEETS

C C)

"C t.i

0

"' 3 0)

"' I f ::::i

.!!1 [i:


3 #6 2"

SCH 40

I . Id /. IGravef 1\

55+00 ~

,_, 56+00 L..::.J VI

c-

p7+00

--r~·== -l ; ~ ;;\ : (-fl ;;;;;;;;;\ , :: ::: =v~;; ;; ;;-; :-!:: \ , :::::: v~ ~;; ;~;; _\ ,: : :-: : : V-l2i T I \'! I l'l

IC/}

P fl I I J(!} t- ( _n IT

: :~::: :::\ "' :::: :: ~, t -:-:-:-:-:-:-:-:-:-:-:~f :-:-: :-:-:-:-:-:-:-:--::.:-:-:-:-:-:-:-:-:-::~ :1~ I ) Q p

I \ EL21

I ® \ I I <.:) *

er: - w--,,

:: : I- I " Ill I-- II

:: : 0 /-.... " ----+-II I a.. 1

1 I s::

iJ z Li-_----a01"t· -

IEL22 \ "

I

I I I I - Grave

I Gravel I

\ * *

3 #6

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0212(165)224

11/03/2020

c-

3 #6 2"

SCH 40

--

SHEET

\\

TOTAL SHEETS

C C)

"C

Ji "' 3 0)

"' I f ::::i

.!!1 [i:

L16 L26

* * I L33 62+42-36' L

GI -' _____ 0 _ _ 5..w_ _______ _

62+00

------------= : : : -T : : ~ : : : : : : : : : : : ~ - - - - - -p -----; ;

EL24


"' "' "' "' .. I " " "

64 00 0 :c

I j

L34 64+34-28' L

======== -----------

65+0oS

- - - - - - - - - - - - - - - - - - - - - -- - --- --- - - - - - - --- --- - --- --================================ w•===--=-------

ci a:'.

P

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0212(165)224

11/03/2020

w

SHEET TOTAL

SHEETS

w -

C C)

" 0

"' 3 0)

"' I f ::::i

.!!1 [i:

L17 L26

L36 68+64-28' L

CONDUIT LAYOUT US HWY 212

,--1

L37 70+ 75-28' L

:::..-::------------ ----"':..--- - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -

-- -US HWY212

69+00 70+00 -p p p

EL27

I

71+00

~ ;;;; 0::: w IC/) ::i (..)

w

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

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0212(165)224

12/11/2020

SHEET TOTAL

SHEETS

-73+00 -

C C)

"C t.i ..... "' 3 0)

"' I f ::::i

.!!1 [i:

L18 L26CONDUIT LAYOUT US HWY 212

STATE OF SOUTH

DAKOTA

Plotting Date:

3

-~ #4 3 2" #4

SCH 2" 40 e SCH

40

'1 s .6

73+00

s

- -US HWY 212 / 2"~\ s SCH -

C)

74+00 80 75+00 7 3 #4 .

- : - ('_

_') :) :.J 8 • '1 ') , "----- " '1 p p ~. ~ JL3 / J -6 :J - ~ _ ,

IU ~ H //__ ___ HO ~ A ,/_



Jd'u

2" SCH 40 3

#4

HO\ I nu HO HO ,v HO

PROJECT

NH 0212(165)224

12/11/2020

-

D

') p

.... HU

SHEET TOTAL

SHEETS

8-Ro.w.

C C)

"C t.i "' r--

3 0)

"' I f ::::i

.!!1 [i:

L19 L26

-79+00

80+00

-81+00


STATE OF SOUTH

DAKOTA

Plotting Date:

USHWY212 - /

82+00 83+00

-

PROJECT

NH 0212(165)224

11/03/2020

SHEET TOTAL

SHEETS

R.O.W.

85+00

- - - - - - - - - - - ":::;;;;;;;; ~; ;·;;; ;·;;;;; ;·;;;;;;;;;;;;;;;;;;;; ;·; = =;; ;·;;;; =;;;;;;;;;;;;;;; = =;;;;;;;; ;·;;; ;·;;;;;;; r ::::::::: :·:: -: : -·- - - - - ·r : :: :: : : : :·: = - - ---- - - - --- - - ---·- - - - - - - - - - - --- : --- ·-; ;·;; ;-;·;; ;·;; ;·;; ;·;; ;·; ;-;; ; ; ; ; ; ; ; t :: :.,- - --- - - - --

\...___ __ ~ -~ _fl

nu ~ IU nv ,:, ' - R.O.W. HU HU w w /' / w

# - ' # ~

/

C C)

" t.i a, r--

3 0)

"' I f ::::i

.!!1 [i:

L20 L26

3 3 #4 #4

2" 2" ----{ SCH ,-------------------<

40 \ SCH

40 R.O.W.

85+00

R.O.W. - w

L44 85+32-28' L

--

-8 ,- 00

-87+00


3 ~---" #4 ®

• 2"

STATE OF SOUTH

DAKOTA

Plotting Date:

"

PROJECT

NH 0212(165)224

11/03/2020

/

-f

SHEET TOTAL

SHEETS

SCH \ 40

f / / ____________ , SCH - ~ ____ _ , 40 -+(T

L45 87+38-28' L L46 89+45-28' L

1,

-US HWY212

88+00 89+00

-I

-f / 90+00

I

I I

-f R.O.W.

91+00 C C)

"C

Ji <X)

3 0)

"' I f ::::i

.!!1 [i:

L21 L26CONDUIT LAYOUT US HWY 212

~*

c., -n

R.O.W.

-L47 91+49-28' L ,-' b \__ T,C

,co,o,o,o,o,o,o,o,o,oo,o, ,c,cc.-, .-,,-- __ -- -----~;'.:2:: ~-__ __ __ __ __ __ __ __ _ _ __ __ __ __ _ __ -~r 8 93+37-30' L ---- T IF

; " s --. US HWY212

91+00 3+00

I

L

94+00

----=::!._

' ""Tl

4+73

I \'y

T/F--- ..,_ T /F ---- T /F ____ .,

-RO.W.

STATE OF SOUTH

DAKOTA

Plotting Date:

t----___;_;PR..=O::.::JEC::,:_T ___ ---l SHEET

NH 0212(165)224

11/03/2020

TOTAL SHEETS

C C)

"C t.i 0)

3 0)

"' I f ::::i

.!!1 [i:

L22 L26

E e LL

I a:

L 1

#6

! ~ -f-- -f--

I~ t IJ t

• - -L19 L20

NOTE: All circuits shall be bonded in accordance with the NATIONAL ELECTRICAL CODE. Quantities for bonding conductors are not included in these plans.

#6

L2 L3

l ~

l i

-- --

Iii ~t

Iii c t

.. - -L21 L22

120\240 v.a.c., 60hz., { 1 Phase, 3 Wire Service

By MDU

L4 L5 L6

l r, 1 l r, -- -f-- --

I~ t J

lj t c t J

• - - -L23 L24 L25

#4 )--~~

JL3

WIRING DIAGRAM US HWY 212

#6

l l l

JL 1

L7 LB L9 L10 L11 L12

#6 )-----~~

SERVICE CABINET

~ ~DC, 120\240 v.a.c., 60hz., { 1 Phase, 3 Wire Service

ByMDU '81 50am

l. l.

#6 #6

l l J t

a ! l ~ ii i~ I I

I

~ -f-- ->- -- -f-- -f-- --

I~ t J ~t Iii

c! ';, I~ t J I~ t Iii

c t

1+ ~

- - - - - -L26 L27 L28 JL2 L29 L30 31

l #4 l l l l l l 50amp

L39 L40 41 L42 L43 L44 L45

#6

l

L13 L14 L15

t

1 1 l l -f-- ->- --

I~ t lj t Iii c t

~

- - -L32 L33 L34

l l #6 l

L46 L47 L48

l

L16

l r, --I~ t

J

-L35

#6

L17

STATE OF SOUTH

DAKOTA

Plotting Date:

1------P_RO_J_EC_T ___ ---I SHEET

NH 0212(165)224

11/03/2020

PHOTOCELL

L18

} 120\240 v.a.c., 60hz.,

1 Phase, 3 Wire Service By MDU

#6

l 1 l r, iv-PHOTOCELL

-f-- ->- ->-

c t J

jt ~t I~ 1+

- - -L36 L37 L38

PHOTOCELL

LEGEND:

~ FUSE: 10 amp. Fuse

Q LUMINAIRE: LED

TOTAL SHEETS

Q)

II:

L23 L26

0 0 <:'!

(-.i;~-:::::_ ...._;;r,- ~

1-.. ,, ,, ,, '' '' ,, ,, ,,

Single Tube, Truss, or Davit types of most 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 15 amp, 3-wirel ( as required l

Luminoire poles shol I be designed to support a 36"x 36'Worning sign banded to the pole as shown.

0 I

;:....

' ~

Concrete Footing

I

i .. d _}

Length of most orm!sl as specified in plans.

o• under the luminaire

Variable

i:n

2.0 sq. ft. 60 lbs. <Typical)

+.c CJI Q) J:

CJI -~ +c ::J 0

:::::;;

Pavement Edge

March 31, 2000

Published Date: 4th Otr. 2020

s D D 0 T

STEEL ROADWAY LUM/NA/RE POLE WITH MAST ARM(S)

PLATE NUMBER

635.01

Sheet I of I

2/C •10 AWG Pole and Brocket Cable

Clear Door Opening

A, C.Phose

Grounding Nut

t

GENERAL NOTES:

STATE OF SOUTH

DAKOTA

PROJECT

NH 0212(165)224


*

**

- Size per Wiring Diagram

Anchor Bolt -'<,ll-~--.-- Projection

= X

,-..

"'"~-------~

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.


s D D 0 T

ROADWAY LUM/NA/RE POLE BREAKAWAY TRANSFORMER BASE

September 6, 2015

PLATE NUMBER

635.21

Sheet I of I

SHEET TOTAL

SHEETS

.!!1 [i:

L24 L26

0 0 <:'!

Domed Steel} Post Cap

4" Dia. Galvanized Steel Utility Post

Rounded Surface

Class M6 Concrete Footing

---,-

i:o I

L()

A

Domed Steel Post Cap

Electrical Service Cabinet with Lock

Galvanized Steel Utility Post

Conduit and wire size =-----. as shown on plan sheets

L()

Weatherhead

Overhead Utility Pole

Meter Socket (As Required)

See Detail A Grounded per NEC

ELEVATION VIEW GENERAL NOTES1

The service cabinet shall include an externally mounted 15A receptacle outlet, The receptacle shall be housed in a lockable NEMA 3R enclosure. The Contractor shall furnish a lock and keys to the Engineer as directed,

The concrete for the post footing shall be class MG concrete.

The 4" diameter galvanized steel utility post shall be 9' long and shall be in conformance with AASHTO Standard Specifications Ml81. The post shall be Type I and either Grade or Grade 2. The domed steel post cap shal I be in conformance with AASHTO Standard Specifications Ml 81 and shall be Type I.

The Contractor shall contact and coordinate his/her work with the Utility Companies regarding hookup requirements, fees, materials, and equipment necessary.

All costs for furnishing and installing all materials from the electrical service cabinet to the transformer including labor, equipment, hookup fees, all items within the cabinet, lockable enclosure with receptacle outlet, lock and keys, post, concrete footing, post cap, meter socket if required, conduit, and incidentals shall be incidental to the contract unit price per each for "Electrical Service Cabinet".


s D D 0 T

GALVANIZED STEEL UTILITY POST WITH OVERHEAD UTILITY POLE

June 26, 2016

PLATE NUMBER

635.35

Sheet I of I

Vertical Rebar (equal I y spaced)

1/2" Preformed Joint Filler

Vertical rebar shall be as specified in the plans.

GENERAL NOTES:

Footing Diameter

Spiral Diameter

STATE OF SOUTH

DAKOTA

Plotting Date:

PROJECT

NH 0212(165)224

11/03/2020

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

Rigid Conduit With Bushings

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

Rod (Typ.l

**For Signal Pole Footings

_,..,,---When direct burial is (/) to be used a bushing c or bell end shall be

(/) ~ provided. 0 0.

.c Q) +- .c g+-"O C

g "O

'.j:: -~ 0 'lo ·o

LL. Q)

0. (/)

--12" for No. 3 Spiral Ties

* Circular ties may be used in lieu of the spiral ties. The No, 3 ties shall be spaced 12 inches apart except for the top two which shall be spaced 5 inches apart. The ties shall be lapped 18 inches and the laps shall be staggered around the cage.

Spiral ties shall have 1-112 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 all 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 item(s).

The pole shall not be installed until the concrete has 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.


s D D 0 T

POLE FOOTING

June 26, 2015

PLATE NUMBER

635.55

Sheet I of I

SHEET TOTAL

SHEETS

.!!1 [i:

L25 L26

0 0 <:'!

@

D

© @

TOP VIEW (Cover>

0 0

0 0

TOP VIEW <Box)

* Skid Resistant Surface

* * Appropriate Logo

! I

ISOMETRIC VIEW (Box and Cover>

Lifting Eye

u Por ti and Cement Concrete or Asphalt Concrete

Bose Course

N

E :J _.,----,>--r E 'c --\..____/--=-----J\ r----...F \r-----'-

~ N

SIDE VIEW (Electrical Junction Box Installation Details>

(Bur ied No. 4 steel reinforcing bar not shown.>


s D D 0 T

ELECTRICAL JUNCTION BOXES TYPE 1 THROUGH TYPE 4

Course

September 14, 2017

PLATE NUMBER

635.65

Sreet t of 2

ELECTRICAL

TYPE DESCRIPTION

Open Bottom I with Gasket

Open Bottom 2 with Gasket

3 Open Bottom with Gasket

Open Bottom 4 with Gasket

GENERAL NOTES:

JUNCTION

APPROXIMATE COVER SIZE

I I "xi 8"

I 3"x24"

I 7"x30"

30"x48"

BOX

STATE OF SOUTH

DAKOTA

Plotting Date:

MINIMUM DEPTH

<Cl

18"

18"

18"

24"

1------P_RO_J_EC_T ___ ---I SHEET

NH 0212(165)224

11/03/2020

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 shall have a minimum wet and dry coefficient of friction value of 0.5 as determined by ASTM F609.

**The cover of the junction box shol I hove the appropriate logo in one inch size letters and shall be recessed. When the junction box contains cables or wires for a 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 all 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, a No. 4 steel reinforcing bar with a minimum length of 18" shall 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".


s D D 0 T

ELECTRICAL JUNCTION BOXES TYPE 1 THROUGH TYPE 4

September 14, 2017

PLATE NUMBER

635.65

Sreet 2 of 2

TOTAL SHEETS

.!!1 [i:

L26 L26

0 0 <:'!

E e LL

I a:

Buried Cable Marker

N

Conductor Cable(sl

Buried Cable Marker

q-N

Conductor Cable(sl

GENERAL NOTE:

Ground Line

Soil Backfill

SECTION VIEW

Ground Line

Soil Backfill

Sand Cushion

~ Rock

SECTION VIEW

The Buried Cable Marker shall be plastic, approximately 6' wide, and shall be capable of sustaining a minimum of a 350% tolerance of elongation without tearing. The Buried Cable Marker shal I have a life expectancy approximately equal to that of the conductor(sl beneath it. A phrase indicating the presence of a buried electric circuit below shall be printed in a contrasting color on the coble marker. The Buried Cable Marker shall be subject to approval by the Engineer. All costs associated with furnishing and installing the Buried Cable Marker shall be incidental to the contract unit price per Foot for the bid item used for the electrical conductor.


s D D 0 T

CONDUIT INSTALlATION

March 31. 2000

PLATE NUMBER

635.76

Sheet I of I

Ji w lo z ...J <( a: w z w (.;)

Q) .c +-

"O Q)

0 +U)

C

Q)

u L :::J 0 U)

+.c CJl

.c u 0 Q)

Q. Q. 0

Q) • D+-

U = Q) o·~ .c 0 11) L

Q.

g Q)

·- .c E +E

·- 4-~ o Q)~ Q),-L E 1-=

Q) + Q) D :::JC

0 0 ~ -g Q.

CJl O 0 -~ u u E L +E + ~ L ~ > I- ~ -~

U) .c +-

Q) Q) L +-


STATE OF SOUTH

DAKOTA

Plotting Date:

Mounting Height

"O Q) C 4-Q)

"O

Q)

.c +-

0 +-0 +c Q) "O ·u C

Q)

D

0 .c U)

E • o, ~t C 4-.~ += "O O -§, Q) 5. ...J > 0 Q) E .c Q) + L

4-Q) 0 D - Q)

ot -£0 U) C Q) -~ .c + u Q)

5 0. L E DO

u "O C Q) 0 .c

+Q) CJl;,., 0 .0

0 3: 4- 0

= Q) <I .0

;;,-, 0 3:

"O 0 0 • a: 11)

E L (I) 0 +-4- •-

o,E cD E +EU ·- 0 LL I-+-Q) C Q) 0 LU I- U)

L6 0--4- L

0 U) > +-U) (I) 0 .c U+-

s D D 0 T

TREE TRIMMING FOR ROADWAY LIGHTING

PROJECT

NH 0212(165)224

11/03/2020

L 11) Q) +,:: C 0 Q)

- E - Q) o_ Uw "ii+;,., .c +- .'? E Vl

g 4-•- 0 C •- Q) E C ii, ~

December 23. 2009

PLATE NUIIBER

635.99

Sheet I of I

SHEET TOTAL

SHEETS

.!!1 [i:

section l: lighting plans dakota nh 0212(165)224 l1...

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