attachment b - continued contract drawings & specifications
TRANSCRIPT
City of Coffeyville
C8110 Site Preparation
ATTACHMENT B - Continued
Contract Drawings & Specifications
Certain issued for bid Drawings may contain clouded items indicated as “hold”. A “hold” cloud indicates an item that requires further design development to finalize. Bidders shall price the item(s) contained within the “hold” cloud(s) as shown on the issued for bid Drawings. Any items contained within a “hold” cloud are considered a part of the Work, as shown, and all costs associated with such Work shall be included in the Bid price.
COFFEYVILLE ELECTRIC UTILITY
COFFEYVILLE, KANSAS
COFFEYVILLE GENERATION FACILITY 2
CONTRACT C8110
ISSUED FOR BID
C
AREA MAP
NOT TO SCALE
PROJECT LOCATION
N
JUNE 12, 2015
81799
9400 WARD PARKWAY
KANSAS CITY, MO 64114
CONTRACT C8110 DRAWINGS
GENERAL DRAWINGS
REVDWG. NO. TITLE
G001 COVER / INDEX
G002 0 LEGEND, ABBREVIATIONS AND GENERAL NOTES
CIVIL DRAWINGS
REVDWG. NO. TITLE
CS050 0 BENCHMARK PLAN
CS100 0 SITE DEMOLITION PLAN
CS101 0 EROSION CONTROL PLAN
CS102 0 GEOMETRY PLAN
CS103 0 SITE GRADING PLAN
CS104 0 FINAL SITE GRADING PLAN
CS105 0 STOCKPILE PLAN WITH EROSION CONTROL
CS106 0 INTERIM SITE RESTORATION PLAN
CS107 0 FINAL RESTORATION
CD500 0 EROSION CONTROL DETAILS - SHEET 1
CD501 0 EROSION CONTROL DETAILS - SHEET 2
CD502 0 CIVIL DETAILS - SHEET 1
CD503 0 CIVIL DETAILS - SHEET 2
CD504 0 FENCING DETAILS - SHEET 1
CD505 0 FENCING DETAILS - SHEET 2
EARTHWORK
1. SOIL STOCKPILES
A. SOILS OF DIFFERENT TYPES SHALL BE SEGREGATED INTO SEPARATE STOCKPILES.
B. TEMPORARY SOIL STOCKPILES SHALL BE LOCATED AND PROTECTED SO AS TO PREVENT SEDIMENT RUNOFF INTO
WATERCOURSES AND DRAINAGE SYSTEMS OR ONTO ADJACENT ROADWAYS AND PROPERTIES.
C. TOPSOIL SHALL BE STOCKPILED FOR FUTURE RESPREAD.
2. SITE RESTORATION MEASURES
A. AREAS NOT OTHERWISE SUBJECT TO DISTURBANCE THAT ARE DAMAGED BY MOVEMENT OR STORAGE OF CONSTRUCTION
VEHICLES, EQUIPMENT OR MATERIALS OR DISCHARGE OF WATER FROM THE CONSTRUCTION SITE SHALL BE RESTORED TO
ORIGINAL CONDITIONS.
SOIL EROSION/SEDIMENT CONTROL
1. SOIL EROSION AND SEDIMENT CONTROL SHALL BE PER PROJECT STORM WATER POLLUTION PREVENTION PLAN (SWPPP).
LEGEND
ELECTRIC
EXISTING PROPOSED
TELEPHONE
WATER
SPOT ELEVATION
GROUND CONTOUR (ONE FOOT)
APPROX
B/C
BM
CB
CL
CO
CU YD
DIA
Ø
E
EL
ELEV
EOP
EXIST
FES
FT
GA
GALV
GCL
GPM
HDPE
IN
INL
INV
LF
MAX
MH
MIN
N
NTS
OC
OD
ODOT
PC
PERF
PIV
PT
PVC
R
RP
STA
T/C
T/D
SIM
T/P
T/SW
TEMP
TOC
TYP
UNO
VC
W/
WWF
WWM
ABBREVIATIONS
SILT FENCE
3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS, AND WARNING DEVICES
TO INFORM AND PROTECT THE PUBLIC DURING ALL PHASES OF CONSTRUCTION. BARRICADES AND WARNING SIGNS SHALL BE
PROVIDED IN ACCORDANCE WITH THE ODOT, "TRANSPORTATION COMISSION, 2009 EDITION" AND "STANDARD DRAWINGS".
5. THE STANDARD SPECIFICATIONS LISTED ON THESE CONSTRUCTION DRAWINGS AND SUBSEQUENT DETAILS ARE ALL TO BE
CONSIDERED AS PART OF THE CONTRACT DOCUMENTS. INCIDENTAL ITEMS, ACCESSORIES, OR CONSTRUCTION NECESSARY TO
COMPLETE THIS WORK MAY NOT BE SPECIFICALLY NOTED BUT ARE TO BE CONSIDERED A PART OF THE CONTRACT.
6. NO DRAWINGS SHALL BE USED FOR CONSTRUCTION UNLESS SPECIFICALLY MARKED 'FOR CONSTRUCTION'. PRIOR TO
COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THEIR
WORK WITH THE ACTUAL CONDITIONS AT THE JOB SITE. IF THERE ARE ANY DISCREPANCIES FROM WHAT IS SHOWN ON THE
CONSTRUCTION DRAWINGS, CONTRACTOR MUST IMMEDIATELY REPORT SAME TO THE ENGINEER BEFORE DOING ANY WORK,
OTHERWISE THE CONTRACTOR ASSUMES FULL RESPONSIBILITY. IN THE EVENT OF DISAGREEMENT BETWEEN THE CONSTRUCTION
DRAWINGS, STANDARD SPECIFICATIONS AND/OR SPECIAL DETAILS, THE CONTRACTOR SHALL SECURE WRITTEN INSTRUCTIONS
FROM THE ENGINEER PRIOR TO PROCEEDING WITH ANY PART OF THE WORK AFFECTED BY OMISSIONS OR DISCREPANCIES.
FAILING TO SECURE SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT ITS OWN RISK
AND EXPENSE.
7. EROSION/SEDIMENTATION CONTROL MEASURES, AS INDICATED IN THE PROJECT STORMWATER POLLUTION PREVENTION PLAN
(SWPPP), AND AS REQUIRED BY LOCAL AUTHORITIES, SHALL BE FUNCTIONAL BEFORE LAND IS OTHERWISE DISTURBED ON THE
SITE AND BE EMPLOYED CONTINUOUSLY DURING THE COURSE OF CONSTRUCTION OPERATIONS UNTIL SUITABLE GROUND
COVERS ARE ESTABLISHED ON ALL CONSTRUCTION SITE AREAS.
8. CONSTRUCTION ACCESS SHALL BE CONFINED TO DEFINED CONNECTIONS TO ADJACENT DRIVEWAYS, UTILITY EASEMENTS AND
PUBLIC ROADWAYS. CONSTRUCTION EXITS SHALL BE CLEANED DAILY AS NEEDED TO PREVENT THE SPREAD OF MUD OR DEBRIS
ON THE ADJACENT ROADWAYS. MUD AND DEBRIS SHALL BE CLEARED FROM THE PAVEMENTS WHENEVER IT OCCURS AND AS
REQUIRED BY THE LOCAL AUTHORITIES .
9. CONTRACTOR TO PROVIDE DUST CONTROL MEASURES TO PREVENT TRAFFIC HAZARDS OR THE DISCOMFORT OF PERSONS DOWN
WIND.
10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE FROM THE SITE ANY AND ALL MATERIALS, DEBRIS, REFUSE, AND
EQUIPMENT WHICH RESULT FROM ITS CONSTRUCTION OPERATIONS IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL
REQUIREMENTS AND AT NO ADDITIONAL EXPENSE TO THE OWNER.
12. THE CONTRACTOR SHALL KEEP A SET OF "APPROVED" CONSTRUCTION DRAWINGS ON THE JOB SITE, AND SHALL MAINTAIN (AS
INDICATED HEREIN AND ELSEWHERE WITHIN THESE CONSTRUCTION NOTES, SPECIFICATIONS, AND DRAWINGS) A LEGIBLE
RECORD ON SAID DRAWINGS OF ANY UNANTICIPATED UTILITIES ENCOUNTERED, ANY MODIFICATIONS/ALTERATIONS TO
ALIGNMENT OR GRADE AND/OR TO DRAWINGS AND SPECIFICATIONS OF PROPOSED IMPROVEMENTS, ETC. UPON COMPLETION OF
THE CONTRACTORS' WORK, SAID DRAWINGS AND INFORMATION SHALL BE PROVIDED TO ENGINEER.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SURVEY AND STAKEOUT.
14. ANY UNFILLED EXCAVATION OR OTHER HAZARD LEFT UNATTENDED OVERNIGHT OR DURING PERIODS OF INACTIVITY SHALL BE
PROPERLY FENCED OR PROTECTED BY THE CONTRACTOR.
GENERAL NOTES
ELEVATION CALLOUT EXAMPLE
DETAIL CALLOUT EXAMPLE
SECTION CALLOUT EXAMPLE
DRAWING SEQUENCE NUMBER
INDICATES WHERE TITLE IS
LOCATED (MAY NOT BE
PRESENT IF CALLOUT AND
TITLE ARE ON THE SAME
DRAWING)
LETTER OR
NUMBER DESIGNATOR
THE WORD "SECTION"
MAY BE REPLACED WITH
"ELEVATION" OR "DETAIL"
SECTION, DETAIL, AND ELEVATION
SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE
SYMBOL IDENTIFIERS
SECTION, DETAIL, AND ELEVATION
SECTION
ONE OR TWO CHARACTER
DISCIPLINE DESIGNATOR
(MAY NOT BE PRESENT IF
CALLOUT AND TITLE ARE
ON DRAWINGS WITHIN THE
SAME DISCIPLINE)
A
C001
A
001
7
C001
A
C001
A
C001
B
A001
GROUND CONTOUR (FIVE FOOT)
STABILIZED CONSTRUCTION
ENTRANCE
CULVERT (W/ FES AND INLET
AND OUTLET PROTECTION)
CULVERT (W/HEADWALL)
ITEM TO BE REMOVED OR
DEMOLISHED
POWER POLES AND
OVERHEAD WIRE
OHE OHE
DRAINAGE DITCH
STORM SEWER
STORM SEWER MANHOLE
ROCK CHECK DAMS
APPROXIMATELY
BOTTOM OF CONCRETE
BENCHMARK
CATCH BASIN
CENTERLINE
CLEAN OUT
CUBIC YARDS
DIAMETER
DIAMETER
EASTING
ELEVATION
ELEVATION
EDGE OF PAVEMENT
EXISTING
FLARED END SECTIONS
FEET
GAUGE
GALVANIZED
GEOCOMPOSITE CLAY LINER
GALLONS PER MINUTE
HIGH DENSITY POLYETHYLENE
INCH / INLET
INLET
INVERT
LINEAR FEET
MAXIMUM
MANHOLE
MINIMUM
NORTHING
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OKLAHOMA DEPARTMENT OF TRANSPORTATION
POINT OF CURVATURE
PERFORATED
POST INDICATOR VALVE
POINT OF TANGENCY
POLY VINYL CHLORIDE
RADIUS
RADIUS POINT
STATION
TOP OF CURB / CONCRETE
TOP OF DUCT
SIMILAR
TOP OF PIPE
TOP OF SIDEWALK
TEMPORARY
TOP OF CONCRETE
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL CURVE
WITH
WELDED WIRE FABRIC
WELDED WIRE MESH
IDENTIFICATION SYSTEM
ALL UTILITY OWNERS SHALL BE CONTACTED AND THEIR FACILITIES SHALL BE LOCATED PRIOR TO THE COMMENCEMENT OF ANY
SUBSURFACE OR SUBGRADE PREPARATION WORK.
2.
1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE KANSAS DEPARTMENT OF TRANSPORTATION
"STANDARD SPECIFICATIONS FOR STATE ROAD AND BRIDGE CONSTRUCTION" AND " STANDARD DRAWINGS".
STORM SEWER INLET
SANITARY SEWER
SANITARY SEWER MANHOLE
GAS
OILY WATER
CULVERT
Scale F
or M
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Inches
Millim
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no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOT
FOR CONSTRUCTION
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COFFEYVILLE GENERATION FACILITY 2
LEGEND, ABBREVIATIONS
AND GENERAL NOTES
81799 C8110
G002 0
81799_G002-C8110.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
CLEAN OUT
11. CONTRACTOR SHALL NOT TRANSPORT ANY JOB EXCEVATED SOIL OFF-SITE WITHOUT APPROVAL FROM OWNER OR OWNER'S REPRESENTATIVE.
0 06/11/15 JRS MRS ISSUED FOR BID
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COFFEYVILLE GENERATION FACILITY 2
SITE DEMOLITION PLAN
81799 C8110
CS100 081799_CS100.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
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no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOTFOR CONSTRUCTION
0
SCALE IN FEET
50' 100'
NORTH
SITE DEMOLITION PLAN
LEGEND:
CLEARING AND GRUBBING ( APPROX 326343 SQ FT )
TREE REMOVAL
BUILDING DEMO, BY OTHERS
0 06/12/15 JRS MRS ISSUED FOR BID
REMOVE 6" PVC CULVERT
AND GRAVEL DRIVEWAY
REMOVE AND REPLACE
CULVERT AND DRIVEWAY
CLUSTER OF TREES TO
BE REMOVED, NUMBER
TO BE FIELD VERIFIED
WW
SS SS SS SS SS SS SS SS SS SS
W W W W
W W W W W
W
WW
WW
W
W
G G G
O W S
ST
ST
X
X
X
X
X
X
X
X
XX
X
XX
X
XX
X
XX
X
X
X
X
XXXXXX
X
X
X
X
X
X
X
X X
XX
XX
X
WW
SS SS SS SS SS SS SS SS SS SS
W W W W
W W W W W
W
WW
WW
W
W
G G G
O W S
ST
ST
ST
COPYRIGHT ©
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COFFEYVILLE GENERATION FACILITY 2
EROSION CONTROL PLAN
81799 C8110
CS101 0
81799_CS101.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
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detaileddesigned
no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOT
FOR CONSTRUCTION
0
SCALE IN FEET
50' 100'
NORTH
EROSION CONTROL PLAN
LEGEND:
STABILIZED CONSTRUCTION ENTRANCE;
DETAIL 3, SHEET CD500
ROCK CHECK DAM; DETAIL 1, SHEET CD500
WATTLE DITCH CHECK; DETAIL 5, SHEET CD500
SILT FENCE; DETAIL 6, SHEET CD500
TYP OF 2
CD500
1
TYP
CD500
5
0 06/12/15 JRS MRS ISSUED FOR BID
NOTE:
1. SILT FENCE TO BE INSTALLED SIMULTANEOUSLY
WITH CONSTRUCTION OF BERMS.
SEE NOTE 1
SEE NOTE 1
CD500
3
X
X
X
X
X
X
X
X
XX
X
XX
X
XX
X
XX
X
X
X
X
XXXXXX
X
X
X
X
X
X
X
X X
XX
XX
X
0+
00.00
0
+
1
0
.
0
0
0+20.000+30.000+40.00
0
+
5
0
.
0
0
0+
60.00
0+
70.00
0+80.00 0+90.00
1+
00.00
1+
10.00
1+19.96
C5
C4
C3
C2
C1
ST
F-59
F-60F-61
F-62
F-63
F-64
F-65
F-66
F-67
F-68
F-69
F-70
F-71
F-72
F-73
PT-1PT-2
PT-3
PT-4
PT-5
PT-6
PT-7
PT-8
PT-9
PT-10
PT-11
PT-12
PT-13
PT-14
PT-15
PT-16
PT-17
PT-18
PT-19PT-20
PT-21
PT-22PT-23
PT-24
PT-25
PT-26
PT-27
PT-28
PT-30
PT-31
PT-32
PT-33
PT-34
PT-35
PT-36
PT-37
PT-38
PT-39
PT-40
PT-41
PT-43
PT-44
PT-45
PT-46
PT-47
PT-48
PT-49
PT-50
PT-51
PT-52
CL-53
CL-54
CL-55
CL-56
CL-57
CL-58
F-74
CURB POINT TABLE
POINT #
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
C-13
C-14
C-15
C-16
C-17
C-18
C-19
C-20
NORTHING
123404.0583
123403.9665
123396.6034
123392.2922
123392.2922
123396.4589
123412.0596
123416.2262
123416.2262
123411.0596
123395.4589
123390.3122
123389.4821
123388.1255
123388.1254
123389.4416
123390.2931
123390.2922
123395.6380
123397.4033
EASTING
180241.2412
180238.7441
180239.0148
180234.8507
180223.5264
180219.3597
180219.3597
180215.1931
180199.6653
180194.4986
180194.4986
180199.2108
180199.9708
180199.9708
180211.9707
180211.9776
180212.7887
180236.3863
180241.5498
180208.5958
CURB POINT TABLE
POINT #
C-21
C-22
C-23
C-24
C-25
C-26
C-27
C-28
C-29
C-30
C-31
C-32
C-33
C-34
C-35
C-36
C-37
C-38
C-39
C-40
NORTHING
123397.4033
123392.2922
123392.2922
123396.4588
123402.0144
123404.0977
123404.0977
123405.0977
123405.0977
123407.1811
123410.0596
123412.0596
123412.0596
123413.3929
123414.2262
123414.2262
123409.1577
123404.8061
123404.8061
123398.5561
EASTING
180212.7498
180212.1515
180200.6652
180196.4986
180196.4986
180198.5820
180199.4292
180199.4292
180198.5820
180196.4986
180196.4986
180197.8467
180199.4292
180199.4295
180200.6653
180213.1082
180217.1761
180216.3181
180217.5681
180217.5681
CURB POINT TABLE
POINT #
C-41
C-42
C-43
C-44
C-45
C-46
C-47
C-48
C-49
C-50
C-51
C-52
NORTHING
123398.5561
123398.6394
123398.6394
123409.3946
123411.0613
123411.5735
123415.6181
123408.8392
123408.8638
123408.8769
123411.5855
123410.2363
EASTING
180216.3181
180216.3181
180208.5958
180199.4105
180199.4105
180182.9152
180178.7446
180178.9255
180182.6504
180188.3237
180188.2627
180188.2993
CENTERLINE POINT TABLE
POINT #
CL-53
CL-54
CL-55
CL-56
CL-57
CL-58
NORTHING
123401.6726
123391.2922
123404.5977
123404.5977
123397.9033
123397.9033
EASTING
180240.0786
180223.5264
180195.4986
180199.4292
180218.3597
180208.6097
CURVE TABLE
CURVE #
C1
C2
C3
C4
C5
RADIUS
5.167
5.167
5.167
5.167
5.167
LENGTH
8.116
8.116
8.116
8.116
8.305
CHORD DIRECTION
S45° 00' 00.00"E
S45° 00' 00.00"E
N45° 00' 00.00"E
N45° 00' 00.00"W
S43° 56' 56.17"W
P.C. STATION
1+11.84
0+90.13
0+69.48
0+47.77
0+05.03
P.T. STATION
1+19.96
0+98.24
0+77.60
0+55.88
0+13.33
FENCE POINT TABLE
POINT #
F-59
F-60
F-61
F-62
F-63
F-64
F-69
F-70
F-71
F-72
F-73
F-74
NORTHING
123433.3912
123416.3764
123416.3764
123395.7922
123387.0677
123386.6896
123444.1985
123442.7778
123445.0521
123445.5330
123415.6332
123395.7922
EASTING
180237.3537
180237.8353
180226.0905
180226.0905
180226.0905
180188.8406
180215.4154
180212.3881
180205.8220
180205.0576
180188.1704
180237.8353
COPYRIGHT ©
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COFFEYVILLE GENERATION FACILITY 2
GEOMETRY PLAN
81799 C8110
CS102 0
81799_CS102.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
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project
rev.drawing
file
detaileddesigned
no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOT
FOR CONSTRUCTION
0
SCALE IN FEET
50' 100'
NORTH
GEOMETRY PLAN
0 06/12/15 JRS MRS ISSUED FOR BID
ST
ST
ST
X
X
X
X
X
X
X
X
X
XX
X
XX
X
XX
X
XX
X
XX
X
XX
X
XX
X
XX
X
XX
X
XX
X
XX
X
X
X
X
X
X
XXXXXXXXXXXXXXXX
X
XX
X X X
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COFFEYVILLE GENERATION FACILITY 2
SITE GRADING PLAN
81799 C8110
CS103 0
81799_CS103.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
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project
rev.drawing
file
detaileddesigned
no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOT
FOR CONSTRUCTION
NORTH
SITE GRADING PLAN
+ 737.98
+ 737.90
737.98 +
737.90 +
+
7
3
7
.
1
5
7
3
7
.
1
5
+
736.25
+
736.50
+
736.50
+
736.25
+
736.10
+
736.25
+
736.75
+
736.77
+
+ 737.50
+ 737.50
735.30 +
735.30 +
735.40 +
+ 737.50
+ 737.50
+ 737.00
737.67 +
737.67 +
+ 737.00
+ 737.00
+ 737.50
737.50
+
+
736.50
737.95 +
+ 737.67737.50 +
+ 737.67
+
7
3
7
.
5
0
7
3
7
.
2
5
+
737.00 +
737.00 +
737.00 +
736.75 +
+ 736.25
736.75 +
+ 736.25
7
3
6
.
7
5
+
7
3
7
.
9
5
+
737.95 +
736.75 +
736.75 +
+
736.75
736.25
+
736.25
+
+ 736.25
+ 736.25
+
737.50
737.50
+
FF=738.00
+
736.50
0
SCALE IN FEET
20'10' 40'
85LF OF 18" HDPE @ 0.7%
18" CMP FES
INV=732.20
18" CMP FES
INV=732.80
0 06/12/15 JRS MRS ISSUED FOR BID
ST
ST
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
XX
X
XX
X
XX
X
XX
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X
XX
XX
XX
XX
X
X
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
L
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H
G
F
E
D
C
B
A
ofsheet sheets
project
rev.drawing
file
detaileddesigned
no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOT
FOR CONSTRUCTION
NORTH
0 06/12/15 JRS MRS ISSUED FOR BID
739
738
737
736
7
3
6
7
3
7
7
3
8
7
3
9
7
4
0
7
4
1
COPYRIGHT ©
BU
RN
S &
M
CD
ON
NE
LL
E
NG
IN
EE
RIN
G, IN
C2
01
5
COFFEYVILLE GENERATION FACILITY 2
FINAL SITE GRADING PLAN
81799 C8110
CS104 0
81799_CS104.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
FINAL SITE GRADING PLAN
0
SCALE IN FEET
30' 60'
740
7
3
5
7
4
2
FILL LOW AREA
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
COPYRIGHT ©
BU
RN
S &
M
CD
ON
NE
LL
E
NG
IN
EE
RIN
G, IN
C2
01
5
COFFEYVILLE GENERATION FACILITY 2
STOCKPILE PLAN
WITH EROSION CONTROL
81799 C8110
CS105 0
81799_CS105.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
L
K
J
I
H
G
F
E
D
C
B
A
ofsheet sheets
project
rev.drawing
file
detaileddesigned
no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOT
FOR CONSTRUCTION
NORTH
STOCKPILE PLAN WITH
EROSION CONTROL
0
SCALE IN FEET
20'10' 40'
0 06/12/15 JRS MRS ISSUED FOR BID
40 LF OF 15" HDPE
CULVERT PIPE @ 0.5%
15" FES
INV=734.55
15" FES
INV=734.35
20 LF OF TEMPORARY
12" HDPE CULVERT PIPE
LEGEND:
WATTLE DITCH CHECK; DETAIL 5, SHEET CD500
SILT FENCE; DETAIL 6, SHEET CD500
ROCK CHECK DAM; DETAIL 1, SHEET CD500
WW
SS SS SS SS SS SS SS SS SS SS
W W W W
W W W W W
W
WW
WW
W
W
G G G
O W S
ST
ST
WW
SS SS SS SS SS SS SS SS SS SS
W W W W
W W W W W
W
WW
WW
W
W
G G G
O W S
ST
ST
ST
X
X
X
X
X
X
X
X
XX
X
XX
X
XX
X
XX
X
X
X
X
XXXXXX
X
X
X
X
X
X
X
X X
XX
XX
X
COPYRIGHT ©
BU
RN
S &
M
CD
ON
NE
LL
E
NG
IN
EE
RIN
G, IN
C2
01
5
COFFEYVILLE GENERATION FACILITY 2
INTERIM SITE RESTORATION PLAN
81799 C8110
CS106 0
81799_CS106.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
L
K
J
I
H
G
F
E
D
C
B
A
ofsheet sheets
project
rev.drawing
file
detaileddesigned
no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOT
FOR CONSTRUCTION
0
SCALE IN FEET
50' 100'
NORTH
INTERIM SITE RESTORATION PLAN
HEAVY DUTY HMA PAVEMENT
SEE DETAIL 5 ON DRAWING CD502
LEGEND:
6" STONE WITHOUT GEOGRID
SEE DETAIL 2 ON DRAWING CD502
18" STONE
SEE DETAIL 3 ON DRAWING CD502
STANDARD HMA PAVEMENT
SEE DETAIL 4 ON DRAWING CD502
PERMANENT FENCE; SEE DETAIL 3 ON
DRAWING CD505
X
PERMANENT GROUNDED FENCE; SEE
DETAIL 2 ON DRAWING CD505
XXX
ISOLATING FENCE; SEE DETAIL 2 ON
DRAWING CD504
ISO
6" STONE WITH GEOGRID
SEE DETAIL 2 ON DRAWING CD502
12" STONE
ISOLATING
FENCE
CD504
2
CONCRETE SIDEWALK
ISOLATING
FENCE
CD504
2
45 LF OF 15" HDPE
TEMPORARY CULVERT
12" STONE WITH GEOGRID
SEE DETAIL 1 ON DRAWING CD502
ISOLATING
FENCE
CD504
2
ISOLATING
FENCE
CD504
2
FENCE BY
GAS SUPPLIER
0 06/12/15 JRS MRS ISSUED FOR BID
TENT/ENGINES
ENGINES
CONSTRUCTION
TRAILER PARKING
SUBJECT TO FIELD
MODIFICATION
CD505
1
24'
SWING GATE
CD504
4
24'
SWING GATE
CD504
4
30' MOTORIZED
SLIDE GATE
CD504
3
SIM
(20' NON-MOTORIZED)
CD504
3
CD505
2
WW
SS SS SS SS SS SS SS SS SS SS
W W W W
W W W W W
W
WW
WW
W
W
G G G
O W S
ST
ST
WW
SS SS SS SS SS SS SS SS SS SS
W W W W
W W W W W
W
WW
WW
W
W
G G G
O W S
ST
ST
ST
X
X
X
X
X
X
X
X
XX
X
XX
X
XX
X
XX
X
X
X
X
XXXXXX
X
X
X
X
X
X
X
X X
XX
XX
X
COPYRIGHT ©
BU
RN
S &
M
CD
ON
NE
LL
E
NG
IN
EE
RIN
G, IN
C2
01
5
COFFEYVILLE GENERATION FACILITY 2
FINAL RESTORATION
81799 C8110
CS107 0
81799_CS107.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
L
K
J
I
H
G
F
E
D
C
B
A
ofsheet sheets
project
rev.drawing
file
detaileddesigned
no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOT
FOR CONSTRUCTION
0
SCALE IN FEET
50' 100'
NORTH
FINAL RESTORATION
HEAVY DUTY HMA PAVEMENT
SEE DETAIL 5 ON DRAWING CD502
LEGEND:
6" STONE WITHOUT GEOGRID
SEE DETAIL 2 ON CD502
18" STONE
SEE DETAIL 3 ON DRAWING CD502
STANDARD HMA PAVEMENT
SEE DETAIL 4 ON DRAWING CD502
PERMANENT FENCE; SEE DETAIL 3 ON
DRAWING CD505
X
PERMANENT GROUNDED FENCE; SEE
DETAIL 2 ON DRAWING CD505
XXX
ISOLATING FENCE; SEE DETAIL 2 ON
DRAWING CD504
ISO
6" STONE WITH GEOGRID
SEE DETAIL 2 ON CD502
12" STONE
CONCRETE SIDEWALK
12" STONE WITH GEOGRID
SEE DETAIL 1 ON CD502
0 06/12/15 JRS MRS ISSUED FOR BID
740
738
740
739
738
737
741
7
4
2
739
737
736
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
L
K
J
I
H
G
F
E
D
C
B
A
ofsheet sheets
project
rev.drawing
file
detaileddesigned
no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOTFOR CONSTRUCTION
CS101
1ROCK CHECK DAMNOT TO SCALE
-
4SILT FENCENOT TO SCALE
CS101
CS105
5WATTLE DITCH CHECK DETAILNOT TO SCALE
CS103
3STABILIZED CONSTRUCTIONENTRANCE ALTERNATE
NOT TO SCALE
-
2CIOR WATTLENOT TO SCALE
CS101
CS105
6TYP SILT FENCE DETAILNOT TO SCALE
COPYRIGHT ©
BU
RN
S &
M
cD
ON
NE
LL
E
NG
IN
EE
RIN
G C
OM
PA
NY
, IN
C.
20
15
COFFEYVILLE GENERATION FACILITY 2
EROSION CONTROL DETAILS
SHEET 1
81799 C8110
CD500 081799_CD500.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
\\CHI-FS-001\DATA\PROJECTS\COFFEYVILLE KS\81799\CADD\CIVIL\81799_CD500.DWG JHOLZINGER June 17, 2015
0 06/12/15 JRS MRS ISSUED FOR BID
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
L
K
J
I
H
G
F
E
D
C
B
A
ofsheet sheets
project
rev.drawing
file
detaileddesigned
no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOT
FOR CONSTRUCTION
-
5
ROLLED EROSION CONTROL
PRODUCT (RECP) INSTALLATION
ON SLOPES
NOT TO SCALE
-
1GRASS DITCH SECTION
NOT TO SCALE
COPYRIGHT ©
BU
RN
S &
M
cD
ON
NE
LL
E
NG
IN
EE
RIN
G C
OM
PA
NY
, IN
C.
20
15
COFFEYVILLE GENERATION FACILITY 2
EROSION CONTROL DETIALS
SHEET 2
81799 C8110
CD501 0
81799_CD501.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
\\CHI-FS-001\DATA\PROJECTS\COFFEYVILLE KS\81799\CADD\CIVIL\81799_CD501.DWG JHOLZINGER June 16, 2015
-
2
INLET/OUTLET PROTECTION
DETAIL
NOT TO SCALE-
4TYPICAL PIPE EMBEDMENT
-
3
CMP (STEEL) FLARED END
SECTION (FES)
0 06/12/15 JRS MRS ISSUED FOR BID
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
L
K
J
I
H
G
F
E
D
C
B
A
ofsheet sheets
project
rev.drawing
file
detaileddesigned
no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOT
FOR CONSTRUCTION
COPYRIGHT ©
BU
RN
S &
M
cD
ON
NE
LL
E
NG
IN
EE
RIN
G C
OM
PA
NY
, IN
C.
20
15
COFFEYVILLE GENERATION FACILITY 2
CIVIL DETAILS
SHEET 1
81799 C8110
CD502 0
81799_CD502.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
\\CHI-FS-001\DATA\PROJECTS\COFFEYVILLE KS\81799\CADD\CIVIL\81799_CD502.DWG JHOLZINGER June 16, 2015
4" MIN. OF COMPACTED AB-3
GRAVEL
WWF 4x4 - W4 x W4
5" PC CONCRETE SLAB
VARIES PER PLAN (UNO)
2%
-
6TYPICAL SIDEWALK DETAIL
-
4
LIGHT DUTY
HMA PAVEMENT SECTION
-
5
HEAVY DUTY
HMA PAVEMENT SECTION
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
VARIES PER PLAN VARIES PER PLAN
2.0% 2.0%
2" KDOT BM-2 WEAR COURSE
5.5" KDOT BM-2 BASE COURSE
12" CRUSHED AGGREGATE
GEOGRID (TENSAR BX1100)
COMPACTED SUBGRADE
SUPER-ELEVATE WHERE
INDICATED PER GRADING PLAN
12' (TYP) 12' (TYP)
2.0% 2.0%
3.5" KDOT BM-2 BASE COURSE
12" CRUSHED AGGREGATE
GEOGRID (TENSAR BX1100)
COMPACTED SUBGRADE
PRIME COAT
TACK COAT
2" KDOT BM-2 WEAR COURSE
SUPER-ELEVATE WHERE
INDICATED PER GRADING PLAN
TACK COAT
PRIME COAT
GEOGRID
(TENSAR BX1100)
COMPACTED SUBGRADE
12" CRUSHED AGGREGATE
(PER SPEC)
12" CRUSHED AGGREGATE
(PER SPEC)
6" AASHTO COARSE
AGGREGATE #3
COMPACT SUBGRADE
GEOGRID (TENSAR BX1100)
6"
SURFACE AGGREGATE
KDOT GRADATION SA-6
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
GEOGRID (TENSAR BX1100)
0 06/12/15 JRS MRS ISSUED FOR BID
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
L
K
J
I
H
G
F
E
D
C
B
A
ofsheet sheets
project
rev.drawing
file
detaileddesigned
no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOT
FOR CONSTRUCTION
NOT TO SCALE
NOT TO SCALE
NOT TO SCALENOT TO SCALE
COPYRIGHT ©
BU
RN
S &
M
cD
ON
NE
LL
E
NG
IN
EE
RIN
G C
OM
PA
NY
, IN
C.
20
15
COFFEYVILLE GENERATION FACILITY 2
CIVIL DETAILS
SHEET 2
81799 C8110
CD503 0
81799_CD503.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
\\CHI-FS-001\DATA\PROJECTS\COFFEYVILLE KS\81799\CADD\CIVIL\81799_CD503.DWG JHOLZINGER June 16, 2015
NOT TO SCALE
NOT TO SCALE
-
6
SIGN POST AND MOUNTING
0 06/12/15 JRS MRS ISSUED FOR BID
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
L
K
J
I
H
G
F
E
D
C
B
A
ofsheet sheets
project
rev.drawing
file
detaileddesigned
no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOTFOR CONSTRUCTION
-
1NOT USED
CS106
330' SINGLE CANTILEVEREDSLIDING GATE (3 REQUIRED)
NOT TO SCALE
CS106
420' DOUBLE SWING GATENOT TO SCALE
CS106
2ISOLATING FENCE DETAILNOT TO SCALE
0 06/12/15 JRS MRS ISSUED FOR BID
COPYRIGHT ©
BU
RN
S &
M
cD
ON
NE
LL
E
NG
IN
EE
RIN
G C
OM
PA
NY
, IN
C.
20
15
COFFEYVILLE GENERATION FACILITY 2
FENCING DETAILS
SHEET 1
81799 C8110
CD504 081799_CD504.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
\\CHI-FS-001\DATA\PROJECTS\COFFEYVILLE KS\81799\CADD\CIVIL\81799_CD504.DWG JHOLZINGER June 17, 2015
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
L
K
J
I
H
G
F
E
D
C
B
A
ofsheet sheets
project
rev.drawing
file
detaileddesigned
no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOT
FOR CONSTRUCTION
COPYRIGHT ©
BU
RN
S &
M
cD
ON
NE
LL
E
NG
IN
EE
RIN
G C
OM
PA
NY
, IN
C.
20
15
COFFEYVILLE GENERATION FACILITY 2
FENCING DETAILS
SHEET 2
81799 C8110
CD505 0
81799_CD505.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
\\CHI-FS-001\DATA\PROJECTS\COFFEYVILLE KS\81799\CADD\CIVIL\81799_CD505.DWG KLSTEWART June 16, 2015
CS106
1LOCKABLE PERSONNEL GATE
NOT TO SCALE
-
3
PERMANENT CHAIN-LINK
FENCE DETAIL
NOT TO SCALE
-
CD504
6
FENCE FOOTING DETAILS
NOT TO SCALE
-
2PERMANENT GROUNDED FENCE
NOT TO SCALE
-
4
BARBED WIRE CORNER ARM
(OUTRIGGER) - CORNER POST
NOT TO SCALE-
5
BARBED WIRE 45° ARM
(OUTRIGGER) - CORNER POST
NOT TO SCALE
0 06/12/15 JRS MRS ISSUED FOR BID
COPYRIGHT ©
BU
RN
S &
M
CD
ON
NE
LL
E
NG
IN
EE
RIN
G, IN
C2
01
5
COFFEYVILLE GENERATION FACILITY 2
BENCHMARK PLAN
81799 C8110
CS050 0
81799_CS050.DWG
J. STEENKEN J .HOLZINGER
9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
COFFEYVILLE, KANSAS
Scale F
or M
icrofilm
ing
Inches
Millim
eters
1 1615141312111098765432 17
L
K
J
I
H
G
F
E
D
C
B
A
ofsheet sheets
project
rev.drawing
file
detaileddesigned
no. date descriptionby ckd no. date descriptionby ckd
18 19
contract
PRELIMINARY - NOT
FOR CONSTRUCTION
0
SCALE IN FEET
50' 100'
NORTH
BENCHMARK PLAN
CONTROL POINT #3
SET ROD W/ALUM. CAP
N:1480956.31
E:2162099.63
ELEV:737.06
CONTROL POINT #2
SET ROD W/ALUM. CAP
N:1480727.70
E:2162874.32
ELEV:737.67
CONTROL POINT #1
SET ROD W/ALUM. CAP
N:1481427.05
E:2162847.36
ELEV:737.44
0 06/12/15 JRS MRS ISSUED FOR BID