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Addendum #01 1
ADDENDUM #1
SOLICTIATION #3450004774
PROJECT: DEWEY COUNTY SALT AND MIX SHED
(TALOGA, OK)
This addendum contains corrections to the project specifications and plans.
Addendum #01
((See Structural Addendum #1, attached, for additional items))
PROJECT SPECIFICATIONS
- NONE
PROJECT PLANS:
SHEET C1.0 Replace sheet with attached, noting removal of various electrical items on
site & coordination with utility company.
SHEET C4.0 Replace sheet with attached, noting revised route for underground
electrical service to new structures.
SHEET E1.1 Replace sheet with attached, noting modifications to existing main
building panel to serve new structures.
END OF ADDENDUM #01
Addendum #1 1
ADDENDUM #1
SOLICTIATION #3450004774
PROJECT: DEWEY COUNTY SALT AND MIX SHED
(TALOGA, OK)
This addendum contains corrections to the project specifications and plans.
Addendum
PROJECT SPECIFICATIONS
- NONE
PROJECT PLANS:
SHEET SS1.1 Item #1: MIX SHED SLAB note – remove all references to epoxy
coated reinforcing.
Item #2: SALT SHED SLAB note – remove all references to epoxy
coated reinforcing.
END OF ADDENDUM #01
T
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NORTH ARROW
30' 60'
SCALE 1"=30'
0
2/22/2018 10:01 A
M
C1.0
EXISTING SITE &
DEMOLITION PLAN
10
/2
7/2
01
7
90
% - C
ON
ST
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CT
IO
N
DO
CU
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EXISTING
CARPORT
EXISTING STEEL
SHED
EXISTING
EQUIPMENT SHED
EXISTING
SALT SHED
EXISTING
STOCKPILE
EXISTING
STOCKPILE
EXISTING 6' CHAINLINK
FENCE W/ CLIMB BARRIER
CP #1
SET 5/8" IP W/ CEC CAP
N:382655.8, E:1683471.5
EL:1695.47
BM #201
SET RR SPIKE N FACE PP
N:382314.5, E:1683617.6
EL:1703.18
CP #2
SET 5/8" IP W/ CEC CAP
N:382303.1, E:1684224.7
EL:1694.39
BM #202
SET 5/8" IP AT FENCE
N:382309.8, E:1683925.7
EL:1696.58
BM #202
CP #2
REMOVE
EXISTING
STOCKPILE
(BY ODOT)
REMOVE
EXISTING
STOCKPILE
(BY ODOT)(TYP)
EXISTING 6' CHAINLINK
FENCE W/ CLIMB BARRIER
EXISTING 6' CHAINLINK
FENCE W/ CLIMB BARRIER
BM #201
EXISTING
MAINTENANCE
BUILDING
NOTES:
1. CONTRACTOR SHALL REMOVE ALL GRAVEL (FULL DEPTH)
WITHIN PROJECT LIMITS.
2. ALL REMOVED MATERIAL SHALL REMAIN PROPERTY
OF ODOT, IF DESIRED.
3. CONTRACTOR SHALL PROVIDE 2 WEEKS ADVANCED
NOTICE TO ODOT TO REMOVE ALL MATERIAL IN
CONFLICT WITH CONSTRUCTION.
4. PROPERTY BOUNDARY ASUUMED TO BE AT FENCE
LINE. ALL CONSTRUCTION TO REMAIN WITHIN FENCE.
1A
DD
EN
DU
M N
O. 1
02
/2
2/2
01
8
REMOVE SERVICE POLE, METER, & BREAKER BOX
(COORDINATE W/ OWNER)(COORDINATE W/ UTILITY) REMOVE OVERHEAD ELECTRIC & POLE
(COORDINATE W/ UTILITY)
REMOVE BREAKER BOX & LIGHTPOLE
(COORDINATE W/ UTILITY)
1
1
1
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ST
ST
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NORTH ARROW
20' 40'
SCALE 1"=20'
0
2/22/2018 10:01 A
M
C4.0
UTILITY PLAN
10
/2
7/2
01
7
90
% - C
ON
ST
RU
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IO
N
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CU
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S
EXISTING
CARPORT
EXISTING STEEL
SHED
EXISTING
EQUIPMENT SHED
EXISTING
SALT SHED
EXISTING
STOCKPILE
EXISTING
STOCKPILE
PROPOSED
SALT SHED
PROPOSED
MIX SHED
PROPOSED
EVAPORATION
POND
(SEE C5.0)
PROPOSED LIGHT POLE
(TYP)(SEE ELECTRICAL)
PROPOSED STORM SEWER
(SEE SHEET C3.0 FOR
FLOWLINE INFORMATION)
PROPOSED
UNDERGROUND POWER
(SEE ELECTRICAL)
(DO NOT ROUTE UNDER
STRUCTURE UNLESS
NECESSARY)
LOCATE OTHER
UTILITIES & AVOID
TIE INTO EXISTING PANEL
(SEE ELECTRICAL)
1
1
1
1A
DD
EN
DU
M N
O. 1
02
/2
2/2
01
8
GG
GG
G G G G G G G G G G G G G G
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
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X
X
X
SVC
SVC
GG
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X
X
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X
X
X
X
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X
X
X
SVC
SVC
ST
ST
ST
AA1
EXISTING
EQUIPMENT SHED
EXISTING
STEEL SHED
EXISTING
CARPORT
PROPOSED
EVAPORATION POND
EXISTING
SALT SHED
PROPOSED
MIX SHED
PROPOSED
SALT SHED
EXISTING SURFACE MOUNTED
GENERAL ELECTRIC
ELECTRICAL PANEL
GENERAL NOTES:
A. 1" MINIMUM FOR UNDERGROUND CONDUIT.
B. E.C. SHALL COORDINATE FINAL ROUTING IN FIELD PRIOR TO ROUGH-IN
AND PURCHASE OF EQUIPMENT.
EXISTING GENERATOR
W/G
W/G
EXISTING SHOP PANEL HAS CAPACITY BUT NO SPACE TO ADD
CIRCUITS. PROVIDE A NEW 60A 240/120V 1-PHASE 3-WIRE 8CKT LOAD
CENTER ADJACENT TO EXISTING PANEL. RELOCATE TWO EXISTING
20A 1-POLE BREAKERS FROM THE EXISTING PANEL INTO THE NEW
LOAD CENTER 'LC1' IN ORDER TO MAKE ROOM FOR NEW 60A 2-POLE
BREAKER THAT SHALL SERVE THE NEW LOAD CENTER. VERIFY FINAL
REQUIREMENTS AND DOWN TIME REQUIRED IN FIELD WITH OWNER
PRIOR TO ROUGH-IN AND PURCHASE OF EQUIPMENT.
ROUTE INDICATED CIRCUITS UNDERGROUND IN
COMMON 1-1/4" CONDUIT. SEE CIVIL.
LIGHTING - 2#10, #10G
RECEPTACLES 2#8, #10G.
LC1-1
LC1-3
LC1-3
AA1
LC1-1
LC1
LC1
PROVIDE PHOTOCELL FOR DUSK-TO-DAWN
CONTROL OF NEW LIGHT FIXTURES.
LUMINAIRE SCHEDULE
CALLOUT SYMBOL LAMP DESCRIPTION MOUNTING VOLTS MANUFACTURER CATALOG NUMBER GENERAL NOTES
AA1 230W LED/4000K SINGLE-HEAD LED POLE MOUNTED FIXTURE CONCRETE POLE BASE 120V 1P 2W GE LIGHTING EALS02 0 J4 AF 740 N A S1 BLCK R 3-FT AFG, CONCRETE POLE BASE. 25-FT SQUARE STRAIGHT STEEL POLE WITH
2.5IN-3IN TENON MOUNT. PROVISIONS FOR POLE MOUNTED GFCI RECEPTACLE.
POWER RECEPTACLE SCHEDULE
CALLOUT SYMBOL NEMA VOLTS DESCRIPTION GENERAL NOTES
WEATHER-PROOF GFCI DUPLEX RECEPTACLE - POLE MTD 5-20R 120V 1P 2W COMMERCIAL GRADE 125V/20A WEATHER RESISTANT GFCI
RECEPTACLE WITH WATERPROOF METALLIC IN-USE COVER.
MOUNTED IN POLE.
E1.1
ELECTRICAL SITE
PLAN
SCALE : 1" = 20'-0"
A
Electrical Site Plan
ODOT CLASS AA CONCRETE
LEVELING NUTS AND
ANCHOR BOLTS AS
REQUIRED BY POLE
MANUFACTURER
GROUT ALL GAPS BETWEEN
THE POLE STANDARD AND
BASE AFTER LEVELING
GENERAL NOTES
RUBBED CONCRETE
FINISH ABOVE GRADE
BASE COVER
CHAMFERED EDGE
FIXTURE/POLE AS
POLE TO CIRCUIT
SPECIFIED. GROUND
GROUND
FINISHED GRADE
6" MIN
(BELOW FOOTING)
POLE GROUNDING STUD
PVC CONDUIT ADAPTER
COUPLING
ANCHOR BOLTS PER POLE
MANUFACTURER'S REQUIREMENTS
WITH LEVELING NUTS ABOVE
AND BELOW BASE PLATE
A.
B.
#6 BARE COPPER GROUND 20FT
COILED BELOW BASE
C.
24"
SALT SHED
CONCRETE
FOOTING
1/2" COMPRESSIBLE
MATERIAL STRIP
3' AFG
COORDINATE WITH STRUCTURAL
CONCRETE FOOTING. POLE
BASE SHALL HAVE 1/2-INCH
COMPRESSIBLE MATERIAL
BETWEEN FOOTING.
8'
18"
4 #8 VERTICAL REINFORCING
BARS (EPOXY COATED)
#4 TIES AT 12" ON CENTER
(EPOXY COATED)
SHEET
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B
BM
AP
10
00
3.2
2
AS
S
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DA
TE
SHEET NAME
12
/2
2/2
01
7
10
0%
- C
ON
ST
RU
CT
IO
N
DO
CU
ME
NT
S
MAIN
TEN
AN
CE FAC
ILITY
DIVISION 05 - DEW
EY COUNTY
OKLAHOM
A DEPARTM
ENT OF TRANSPORTATION
TA
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AD
DE
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N
o.1
10
2/2
1/2
01
8
SCALE :
1
Light Pole Base Detail
NTS
GFCI RECEPTACLE
WITH METALLIC
IN-USE COVER
1
1
PVC CONDUIT.
LIGHTING AND POWER.
1 .
