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L1 L26
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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
z 00
1
I I I I I I I I
i I I
e I I I I I I I I I
____ arr IJIMTS _______ .J
GETTYSBURG -~-, ... -□~□□□ INSTALLAPP OACH D D D D D Mainline Stati_on 59+ 4.50
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DE·~F·=jRO --r,--....._ __ ___, a • " " •
c:::::::J c::::::=::i D ~ 8 lh1" • ~ooo[J ~c{JC{J[J□ ..... .~ ·
0 DD DD DO DO = Detour Station 12T9.00
□□□□□□□ I
..... ..... I ,------------------------I- 1 I
ii I 61 I I I L _ _J
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
z 00 ..... ..... I-
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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L3 L26
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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
.!!1 [i:
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
Plotting Date: 11/03/2020
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 ,:,
C
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
" ~
E Subtotal: 7,980 1,100 5,380 22,745 0 e LL ,:,
,1l 0 a:
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
Plotting Date: 11/03/2020
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 L3 50
LUMINAIRE POLE L4 50
LUMINAIRE POLE L5 50
LUMINAIRE POLE L6 50
LUMINAIRE POLE L7 50
LUMINAIRE POLE LB 50
LUMINAIRE POLE L9 50
LUMINAIRE POLE L10 50
LUMINAIRE POLE L11 50
LUMINAIRE POLE L12 50
LUMINAIRE POLE L13 50
LUMINAIRE POLE L14 50
LUMINAIRE POLE L15 65
LUMINAIRE POLE L1 6 65
LUMINAIRE POLE L17 65
LUMINAIRE POLE L18 65
LUMINAIRE POLE L19 65
LUMINAIRE POLE L20 65
LUMINAIRE POLE L21 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 L32 65
LUMINAIRE POLE L33 65 .!!1 [i:
LUMINAIRE POLE L34 65
LUMINAIRE POLE L35 65
LUMINAIRE POLE L36 65
LUMINAIRE POLE L37 65
LUMINAIRE POLE L38 65
LUMINAIRE POLE L39 65
LUMINAIRE POLE L40 65
LUMINAIRE POLE L41 65
LUMINAIRE POLE L42 65
LUMINAIRE POLE L43 65
LUMINAIRE POLE L44 65
LUMINAIRE POLE L45 65
LUMINAIRE POLE L46 65
LUMINAIRE POLE L47 65
LUMINAIRE POLE L48 65 "' co N
" ~
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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L6 L26
KEY
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KEY
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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
==============================-=~-----------------c================= _ __ -.L - - - - - - - - - - - - - - - - -L - - - - - - -- - - - - - - - - --
TOTAL SHEETS
7+00 8+00 ------ - ~ - ------- - ·- ----- - ~ - - ------
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L7 L26CONDUIT LAYOUT US HWY 212 / W GARFIELD AVE
~ OH
OH----OH----
R.O.W. OH OH
L3 07+98-28' L LS 10+92-28' L
----~------------~------------------------------------------------- ============================================================= - - - - -L - - - - - - - - - - - - .L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - US HWY 212 /W GARFIELD AVE
8+00 9+00 10+00 11+00 12+00
- ---~----------------~------------------------------
- p p I p ♦ p p p p p p ~ p
pj ~ EL2 EL3 p p
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STATE OF SOUTH
DAKOTA
Plotting Date:
13+00
p
PROJECT
NH 0212(165)224
11/03/2020
OH
L7 13+80-28' L
p p
SHEET TOTAL
SHEETS
14+00
♦ EL4
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3 0)
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L8 L26
3 #6 2"
SCH 40
CONDUIT LAYOUT US HWY 212 / W GARFIELD AVE
3 #6 2"
SCH 40
3 #6 2"
SCH 40
rw H
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OH OH OH
STATE OF SOUTH
DAKOTA
Plotting Date:
3 #6 2"
SCH 40
1------P_RO_J_EC_T ___ ---I SHEET TOTAL SHEETS
NH 0212(165)224
11/03/2020
3
~~ #6 2"
SCH 40
01-ID,],,.. \ OH \ '-.vv. ~ o .~ OH QI,'\ OH -----i- OH \ OH Tt!H I I
\ \ L815+43-28' L I L916+79-28' L L 10 18+33-28' L-------+------/ , , 1,/------ /1-------- v I ) , II /
07 L 11 ~9+79-28' L\-
= ,- - - - - - - -- - - -'F == = =r = = = = = = = = = = = - - = = = = = = =f -';" - -- -- -- - - - --'F =- 9=_= = = = = =r = = == = = = = = = = = = = = =, -- ,- - - - - - - - - - - - - - -~~~~~~~~~~~~~~~~~ - ~~, - ~-l- ~ ------: :- ----:,- = = ~- = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = ~-=-~ft-:-:l~ = = = = = = = = = = = = = = = = = = = = = - - - - - - - = = = = = = = = = = = = = = = = = =-= ,- -: =-~ ---=-~-l -:- -- -- -- ---
14+00
EL4 Rnw
p p
-15+00
-p
16+00
p p p p
ELS
- II -US HWY 212 / W GARFIELD AVE
17+00 18+00 19+00 20+00 - -: :1---~-- - -- - - -'- - -- - - - - - -- - - - - - - -'), - - - - -- -- - - - -- - - --~ ---- - - - - - -- -- - - --~ -- - - -
p p p PW====~...J;D~===-=,•===--iPL-=====-l=D'.........:=====--ID~
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3 3 #6 I I
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{~ -/ - -- ... --- ---- 1-- ~-:-: JL 1~ , .. d =------=~-=------= ~-----:c=========================:::: f~ =
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CONDUIT LAYOUT US HWY 212 / W GARFIELD AVE
3 3 3 #6
"' #6 #6
2" 2"
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2" SCH 4- SCH SCH 40 40 40
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/ ,2"J\ SCH
STATE OF SOUTH
DAKOTA
Plotting Date:
s: I ci 0::
(/) -
'I ---I/ l J:i
____ PR_OJ_EC_T ___ --1 SHEET TOTAL SHEETS
NH 0212(165)224
11/03/2020
3 3 #6 #6 2" s: 2"
SCH ci SCH 80 0:: 40
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POWER SOURCE 120/240 v.a.c., 60 hz.,
1 Phase, 3 Wire Service
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L10 L26CONDUIT LAYOUT STATE OF
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:
3 3 3 3 3 3 #6
I I #6
i #6 #6 : : i
#6 #6 2" 2" 2" 2" ' ' 2" 2"
ci ' ' ci SCH ~ SCH SCH SCH ' ' SCH SCH 40 40 0:: 40
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6+00 27•00 h 28+00 29+0 30+00 31+00 32+00
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CONDUIT LAYOUT US HWY 212 / W GARFIELD AVE
- US HWY 212 / W GARFIELD AVE -34+00 35+00 36+00 - -
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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·---- I I US HWY 212 / W GARFIELD AVE I I_
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CONDUIT LAYOUT US HWY 212 / W GARFIELD AVE
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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
-
s: ci D:'.
J .;:, 44+06'
L_ EL 16-----.1 ~
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L13 L26CONDUIT LAYOUT US HWY 212 / W GARFIELD AVE
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48+00 ..)
..
STATE OF SOUTH
DAKOTA
Plotting Date:
-~ "-----( ~
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~
49.foo
PROJECT
NH 0212(165)224
11/03/2020
3 #6 2"
< SCH ----, 40 •
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SHEET
-
TOTAL SHEETS
:::;;
50+0(
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CONDUIT LAYOUT US HWY 212 / W GARFIELD AVE
3 #6 2"
SCH 40
POWER SOURCE 120/240 v.a.c., 60 hz.,
1 Phase, 3 Wire Service
M8du
6 #6
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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
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L15 L26CONDUIT LAYOUT US HWY 212 / W GARFIELD AVE
3 #6 2"
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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)
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L16 L26
* * I L33 62+42-36' L
GI -' _____ 0 _ _ 5..w_ _______ _
62+00
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EL24
CONDUIT LAYOUT US HWY 212 / W GARFIELD AVE
"' "' "' "' .. I " " "
64 00 0 :c
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L34 64+34-28' L
======== -----------
65+0oS
- - - - - - - - - - - - - - - - - - - - - -- - --- --- - - - - - - --- --- - --- --================================ w•===--=-------
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P
STATE OF SOUTH
DAKOTA
Plotting Date:
PROJECT
NH 0212(165)224
11/03/2020
w
SHEET TOTAL
SHEETS
w -
C C)
" 0
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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
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w
------------------
STATE OF SOUTH
DAKOTA
Plotting Date:
PROJECT
NH 0212(165)224
12/11/2020
SHEET TOTAL
SHEETS
-73+00 -
C C)
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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 -
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74+00 80 75+00 7 3 #4 .
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POWER SOURCE 120/240 v.a.c., 60 hz.,
1 Phase, 3 Wire Service
Jd'u
2" SCH 40 3
#4
HO\ I nu HO HO ,v HO
PROJECT
NH 0212(165)224
12/11/2020
-
D
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.... HU
SHEET TOTAL
SHEETS
8-Ro.w.
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L19 L26
-79+00
80+00
-81+00
CONDUIT LAYOUT US HWY 212
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
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40 R.O.W.
85+00
R.O.W. - w
L44 85+32-28' L
--
-8 ,- 00
-87+00
CONDUIT LAYOUT US HWY 212
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
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I
I I
-f R.O.W.
91+00 C C)
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L21 L26CONDUIT LAYOUT US HWY 212
~*
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-L47 91+49-28' L ,-' b \__ T,C
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91+00 3+00
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L
94+00
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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)
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3 0)
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L22 L26
E e LL
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L 1
#6
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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
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l #4 l l l l l l 50amp
L39 L40 41 L42 L43 L44 L45
#6
l
L13 L14 L15
t
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- - -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
Plotting Date: 11/03/2020
*
**
- 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.
Published Date: 4th Otr. 2020
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".
Published Date: 4th Otr. 2020
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.
Published Date: 4th Otr. 2020
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.>
Published Date: 4th Otr. 2020
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".
Published Date: 4th Otr. 2020
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.
Published Date: 4th Otr. 2020
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 +-
Published Date: 4th Otr. 2020
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: