attachment b - continued contract drawings & specifications

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

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no. date descriptionby ckd no. date descriptionby ckd

18 19

contract

PRELIMINARY - NOT

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LEGEND, ABBREVIATIONS

AND GENERAL NOTES

81799 C8110

G002 0

81799_G002-C8110.DWG

J. STEENKEN J .HOLZINGER

9400 WARD PARKWAY


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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SITE DEMOLITION PLAN

81799 C8110

CS100 081799_CS100.DWG


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS

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18 19

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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


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


W W W W

W W W W W

W

WW

WW

W

W

G G G

O W S

ST

ST

ST

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EROSION CONTROL PLAN

81799 C8110

CS101 0

81799_CS101.DWG


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS

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1 1615141312111098765432 17

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18 19

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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


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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GEOMETRY PLAN

81799 C8110

CS102 0

81799_CS102.DWG


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS

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0

SCALE IN FEET

50' 100'

NORTH

GEOMETRY PLAN


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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SITE GRADING PLAN

81799 C8110

CS103 0

81799_CS103.DWG


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS

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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


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

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ing

Inches

Millim

eters

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project

rev.drawing

file

detaileddesigned


18 19

contract

PRELIMINARY - NOT

FOR CONSTRUCTION

NORTH


739

738

737

736

7

3

6

7

3

7

7

3

8

7

3

9

7

4

0

7

4

1

COPYRIGHT ©

BU

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01

5


FINAL SITE GRADING PLAN

81799 C8110

CS104 0

81799_CS104.DWG


9400 WARD PARKWAY


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

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STOCKPILE PLAN

WITH EROSION CONTROL

81799 C8110

CS105 0

81799_CS105.DWG


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS

Scale F

or M

icrofilm

ing

Inches

Millim

eters

1 1615141312111098765432 17

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rev.drawing

file

detaileddesigned


18 19

contract

PRELIMINARY - NOT

FOR CONSTRUCTION

NORTH

STOCKPILE PLAN WITH

EROSION CONTROL

0

SCALE IN FEET

20'10' 40'


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


W W W W

W W W W W

W

WW

WW

W

W

G G G

O W S

ST

ST

WW


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 ©

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5


INTERIM SITE RESTORATION PLAN

81799 C8110

CS106 0

81799_CS106.DWG


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS

Scale F

or M

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Inches

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rev.drawing

file

detaileddesigned


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


18" STONE


STANDARD HMA PAVEMENT


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


12" STONE

ISOLATING

FENCE

CD504

2

CONCRETE SIDEWALK

ISOLATING

FENCE

CD504

2

45 LF OF 15" HDPE

TEMPORARY CULVERT



ISOLATING

FENCE

CD504

2

ISOLATING

FENCE

CD504

2

FENCE BY

GAS SUPPLIER


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


W W W W

W W W W W

W

WW

WW

W

W

G G G

O W S

ST

ST

WW


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

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5


FINAL RESTORATION

81799 C8110

CS107 0

81799_CS107.DWG


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS

Scale F

or M

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Inches

Millim

eters

1 1615141312111098765432 17

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F

E

D

C

B

A

ofsheet sheets

project

rev.drawing

file

detaileddesigned


18 19

contract

PRELIMINARY - NOT

FOR CONSTRUCTION

0

SCALE IN FEET

50' 100'

NORTH

FINAL RESTORATION

HEAVY DUTY HMA PAVEMENT


LEGEND:

6" STONE WITHOUT GEOGRID

SEE DETAIL 2 ON CD502

18" STONE


STANDARD HMA PAVEMENT


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



12" STONE

CONCRETE SIDEWALK




740

738

740

739

738

737

741

7

4

2

739

737

736

Scale F

or M

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Inches

Millim

eters

1 1615141312111098765432 17

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project

rev.drawing

file

detaileddesigned


18 19

contract


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 ©

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20

15


EROSION CONTROL DETAILS

SHEET 1

81799 C8110

CD500 081799_CD500.DWG


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS

\\CHI-FS-001\DATA\PROJECTS\COFFEYVILLE KS\81799\CADD\CIVIL\81799_CD500.DWG JHOLZINGER June 17, 2015


Scale F

or M

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Inches

Millim

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1 1615141312111098765432 17

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project

rev.drawing

file

detaileddesigned


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

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15


EROSION CONTROL DETIALS

SHEET 2

81799 C8110

CD501 0

81799_CD501.DWG


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS


-

2

INLET/OUTLET PROTECTION

DETAIL

NOT TO SCALE-

4TYPICAL PIPE EMBEDMENT

-

3

CMP (STEEL) FLARED END

SECTION (FES)


Scale F

or M

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Inches

Millim

eters

1 1615141312111098765432 17

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project

rev.drawing

file

detaileddesigned


18 19

contract

PRELIMINARY - NOT

FOR CONSTRUCTION

COPYRIGHT ©

BU

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20

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CIVIL DETAILS

SHEET 1

81799 C8110

CD502 0

81799_CD502.DWG


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS


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



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


(PER SPEC)


(PER SPEC)

6" AASHTO COARSE

AGGREGATE #3

COMPACT SUBGRADE


6"

SURFACE AGGREGATE

KDOT GRADATION SA-6

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE



Scale F

or M

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Inches

Millim

eters

1 1615141312111098765432 17

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project

rev.drawing

file

detaileddesigned


18 19

contract

PRELIMINARY - NOT

FOR CONSTRUCTION

NOT TO SCALE

NOT TO SCALE

NOT TO SCALENOT TO SCALE

COPYRIGHT ©

BU

RN

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15


CIVIL DETAILS

SHEET 2

81799 C8110

CD503 0

81799_CD503.DWG


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS


NOT TO SCALE

NOT TO SCALE

-

6

SIGN POST AND MOUNTING


Scale F

or M

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Inches

Millim

eters

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project

rev.drawing

file

detaileddesigned


18 19

contract


-

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


COPYRIGHT ©

BU

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20

15


FENCING DETAILS

SHEET 1

81799 C8110

CD504 081799_CD504.DWG


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS


Scale F

or M

icrofilm

ing

Inches

Millim

eters

1 1615141312111098765432 17

L

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J

I

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G

F

E

D

C

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A

ofsheet sheets

project

rev.drawing

file

detaileddesigned


18 19

contract

PRELIMINARY - NOT

FOR CONSTRUCTION

COPYRIGHT ©

BU

RN

S &

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cD

ON

NE

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IN

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C.

20

15


FENCING DETAILS

SHEET 2

81799 C8110

CD505 0

81799_CD505.DWG


9400 WARD PARKWAY


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


COPYRIGHT ©

BU

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BENCHMARK PLAN

81799 C8110

CS050 0

81799_CS050.DWG


9400 WARD PARKWAY


816-333-9400

COFFEYVILLE, KANSAS

Scale F

or M

icrofilm

ing

Inches

Millim

eters

1 1615141312111098765432 17

L

K

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I

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F

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C

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ofsheet sheets

project

rev.drawing

file

detaileddesigned


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


attachment b - continued contract drawings & specifications

Documents