Energy Lake Bath house Final dwgs.pdf

TN UTA

G

COMMONWEALTH

ER

E

K

No.

DRETSI E

Y

C

OF

K

HC

R

ETI

C

JO

NA

THAN W. CLARK

J. SNYDER 4-8-87

SHEET OF

DRAWN BY:

CHECKED BY:

DESCRIPTION

AREA SUPERVISOR

ISSUE INFORMATION

PROJECT NO:

CAD DWG FILE:

DESIGNED BY:

MARK DATE

PROJECT MANAGER

CS DEPT. MANAGER

DATE

DATE

DATE

AGRICULTURE

The Southern Region

FOREST SERVICE

UNITED STATES

DEPARTMENT

OF

SEAL

PROJECT TEAM

SHEET CONTENTS

Clark and Associates Architects, Inc.

1811 Business Park Drive Clarksville, Tennessee 37040

Phone: 931.552.3860 Fax: 931.552.0370 Email: cainc@caarchitects.com

100% Construction Documents

Title Sheet

G 0.1

6.02.2016

Land Between the Lakes N.R.A.

Region 8

100 Van Morgan Dr.

Golden Pond KY 42211

Energy Lake B Area Bath House

WCE

Energy Lake B Area Bath House

Land Between the Lakes N.R.A.

Region 8

100 Van Morgan Dr.

Golden Pond KY 42211

INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

GENERAL

G 0.1 Title Sheet

CIVIL

C 1.1 Existing Site Plan C 2.1 Renovated Site Plan C 3.1 Site Detail

ARCHITECTURAL

A 1.1 Footing & Foundation Plan and Floor Plan

"C

MP

"C

M P

GA

BENCHMARK:

ELEV.:429.71

WM

WM

SEPTIC

SEPTIC

IE-425.09

IE-424.78

IE-424.22

IE-423.61

OHP

UG ELECTRIC

C/O

DUMP

PAD

TRANS

FORMER

ELEC.

BOX

C/O YH

COVERED PAVILION (430.16)

EXISTING

BATH

HOUSE

F.F.E=435.25

GRAVEL

D

RIV

E

DECK

G R A V E L

W O

O D

W A L L

R A M

P

GRAVEL

D

RIVE

15"

18"

12"

15"

8"

12"

12"

12"

15"15"

15"

15"15"

15"

6"

15"

18"

6"

6"

12" 8"

15"

8"

15"

12"

12"

12"

8"

6"

18" STUMP

15"

8"

12"

8"

6"

12"

12"

10"

12"

12"

15"

12"

18"

20"

12" 8"

15"

12" 15"

12"

8"

6"

6"

10"

24"

6" 15"

6"

12"

15"

10"

1 Contractor to demolish existing building and all Structural components associated w/ the building.

NOTE:

1. Contractor to field verify all conditions and notify Architect of any discrepancies prior to beginning work.

2. Contractor to field locate all utilities and disconnect all services. Existing service runs to building to be removed back to main lines.

Contractor to contact Kentucky811 for utility location services: 1-800-752-6007

3. Contractor to coordinate with Owner all removal of existing landscaping timbers and any timbers that need to be saved for reuse.

4. Contractor to coordinate with Owner and Certified Arborist the removal of existing trees. Special care shall be taken to protect trees to remain from any root damage. All equipment, supplies and vehicles shall not be parked or stored inside the drip line of existing trees. Contractor to provide barriers around existing trees to prevent compaction in root zones as per Certified Arborist's recommendations.

DEMO NOTES

3 New construction or site work grading and graveling shall be constructed as detailed herein. Where not fully dimensioned or detailed or in need of transition either match existing grades at interface or transition at 1/4" per foot beyond new construction limits or as otherwise directed by the FS Project Manager.

2 This hatched area denotes location of new building pad

4 Remove portion of existing gravel sidewalk as required for new construction. Contractor to blend existing gravel walkway to new concrete sidewalk to form smooth transition.

Denotes approximate outline of erosion control silt fencing.

Contractor to coordinate exact location of silt fencing w/ Owner

N

P la n

N o rt h

TN UTA

G

COMMONWEALTH

ER

E

K

No.

DRETSI E

Y

C

OF

K

HC

R

ETI

C

JO

NA

THAN W. CLARK

J. SNYDER 4-8-87

SHEET OF

DRAWN BY:

CHECKED BY:

DESCRIPTION

AREA SUPERVISOR

ISSUE INFORMATION

PROJECT NO:

CAD DWG FILE:

DESIGNED BY:

MARK DATE

PROJECT MANAGER

CS DEPT MANAGER

DATE

DATE

DATE

AGRICULTURE

The Southern Region

FOREST SERVICE

UNITED STATES

DEPARTMENT

OF

PROJECT TEAM

SEAL

SHEET CONTENTS

Clark and Associates Architects, Inc.

1811 Business Park Drive Clarksville, Tennessee 37040

Phone: 931.552.3860 Fax: 931.552.0370 Email: cainc@caarchitects.com

100% Construction Documents

Energy Lake B Area Bath House

Land Between the Lakes N.R.A.

Region 8

100 Van Morgan Dr.

Golden Pond KY 42211

Existing Site Plan

C 1.1

6.02.2016

WCE 1" = 20'-0"C 1.1

1 Existing Site Plan

"C

M P

"C

MP

10"

15"

12"

6"

15" 6"

24"

10"

6"

6"

8"

12"

15" 12"

15"

8" 12"

20"

18"

12"

15"

12"

12"

10"

12"

12"

6"

8"

12"

8"

15"

18" STUMP

6"

8"

12"

12"

12"

15"

8"

15"

8" 12"

6"

6"

18"

15"

6"

15"

15" 15"

15"

15" 15"

12"

12"

12"

8"

15"

12"

18"

15"

YHC/O

BOX

ELEC.

FORMER

TRANS

PAD

DUMP

C/O

UG ELECTRIC

OHP

IE-423.61

IE-424.22

IE-424.78

IE-425.09

SEPTIC

SEPTIC

WM

WM

GA

GRAVEL

D

RIVE

W O

O D

W A L L

G R A V E L

GRAVEL

D

RIV

E

COVERED PAVILION (430.16)

NEW

BUILDING

FFE: 432.50

ELEV.:429.71

BENCHMARK:

Contractor to coordinate hook-up of new 2" HDPE waterline to existing meter w/ FS Project Manager

New 4" SCH40 PVC sanitary sewer line. Contractor to coordinate tie-in & connection to existing septic tank w/ FS Project Manager

Contractor to coordinate hook-up of new underground electrical service w/ FS Project Manager

NOTE:

1. Contractor to field verify all conditions and notify Designer of any discrepancies prior to beginning work.

2. Contractor to coordinate with FS Project Manager the location of all utilities.

3. Contractor to coordinate with Owner all removal of existing landscaping timbers and any timbers that need to be saved for reuse.

4. Contractor to install new 8"x8"x8'-0" LG. P.T.

wd. wheel stop at ea. space. Drive (2) #5 bars 2'-0" into ground min., typ.

5. Contractor to coordinate with Owner for final seeding and straw of disturbed areas, sod may be substituted at Owners discretion.

Location of new building

New concrete sidewalk

N

P la n

N o rt h

TN UTA

G

COMMONWEALTH

ER

E

K

No.

DRETSI E

Y

C

OF

K

HC

R

ETI

C

JO

NA

THAN W. CLARK

J. SNYDER 4-8-87

SHEET OF

DRAWN BY:

CHECKED BY:

DESCRIPTION

AREA SUPERVISOR

ISSUE INFORMATION

PROJECT NO:

CAD DWG FILE:

DESIGNED BY:

MARK DATE

PROJECT MANAGER

CS DEPT MANAGER

DATE

DATE

DATE

AGRICULTURE

The Southern Region

FOREST SERVICE

UNITED STATES

DEPARTMENT

OF

PROJECT TEAM

SEAL

SHEET CONTENTS

Clark and Associates Architects, Inc.

1811 Business Park Drive Clarksville, Tennessee 37040

Phone: 931.552.3860 Fax: 931.552.0370 Email: cainc@caarchitects.com

100% Construction Documents

Energy Lake B Area Bath House

Land Between the Lakes N.R.A.

Region 8

100 Van Morgan Dr.

Golden Pond KY 42211

Renovated Site Plan

C 2.1

6.02.2016

WCE

1" = 20'-0"C 2.1

1 Renovated Site Plan

GENERAL EARTHWORK SPECIFICATIONS

SOIL AND ROCK MATERIALS:

Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, crushed slag, natural or crushed sand.

Drainage Fill: Washed, evenly graded mixture of crushed stone, size No. 57.

Soil Backfill and Fill Materials: Satisfactory soil materials free of clay, rock or gravel larger than 2" in any dimension, debris, waste, frozen materials, vegetable and other deleterious matter. Structural fill soils shall have a plasticity index (PI) of 30 or less, but more than 5, and not classified as ML soil.

Compaction:

Building Slabs: Compact top 12" of subgrade and each layer of backfill or fill material at 98% Standard Proctor.

Roadways, Parking Lots, and Sidewalks: Compact top 6" of subgrade and each layer of backfill or fill material at 95% Standard Proctor.

Landscaping Areas: Compact each layer of backfill or fill material at 90% Standard Proctor.

GRADING:

General: Uniformly grade areas within limits of grading under this section, including adjacent transition areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are indicated, or between such points and existing grades.

Lawn or Unpaved Areas: Finish areas to receive topsoil to within not more than 0.10' above or below required subgrade elevations.

Walks: Shape surface of areas under walks to line, grade and cross-section, with finish surface not more than 0.10' above or below required subgrade elevation.

Grading Surface of Fill Under Building Slabs: Grade smooth and even, free of voids, compacted as specified, and to required elevation. Provide final grades within a tolerance of 1/2" when tested with a 10' straightedge.

Compaction: After grading, compact subgrade surfaces to the depth and indicated percentage of maximum or relative density for each area classification.

BUILDING SLAB DRAINAGE COURSE:

General: Drainage course consists of placement of drainage fill material, in layers of indicated thickness, over subgrade surface to support concrete building slabs.

Placing: Place drainage fill material on prepared subgrade in layers of uniform thickness, conforming to indicated cross�section and thickness. Maintain optimum moisture content for compacting material during placement operations.

When a compacted drainage course is shown to be 6" thick or less, place material in a single layer. When shown to be more than 6" thick, place material in equal layers, except no single layer more than 6" or less than 3" in thickness when compacted.

MAINTENANCE:

Protection of Graded Areas: Protect newly graded areas from traffic and erosion. Keep free of trash and debris.

Repair and re�establish grades in settled, eroded, and rutted areas too specified tolerances.

Reconditioning Compacted Areas: Where completed compacted areas are disturbed by subsequent construction operations or adverse weather, scarify surface, re�shape, and compact to required density prior to further construction.

Settling: Where settling is measurable or observable at excavated areas during general project warranty period, remove surface (pavement, lawn or other finish), add backfill material, compact, and replace surface treatment. Restore appearance, quality, and condition of surface or finish to match adjacent work, and eliminate evidence of restoration to greatest extent possible.

DISPOSAL OF EXCESS AND WASTE MATERIALS:

Transport excess material, waste material including unacceptable excavated material, trash and debris off site and dispose of in a legal manner.

FOR CUTS IN GRASSED AREAS

FOR CUTS IN ROADWAYS

BACKFILLING TRENCH FOR SEWER LINES

METHOD OF SUPPORTING PIPE AND

UTILITY PIPE TRENCH DETAIL

TRENCH DETAIL

TRENCH DETAIL

2.

0'

M

IN

GRASS AREA

18" TO 30"

6" MIN. IN EARTH

FOR 2"-18" DIA PIPE

TAMPED GRAVEL

FOR 2"-18" DIA PIPE

18" TO 30"

ASPHALT PAVEMENT

6"

1-1/2"2"

APPROVED SELECTED

NO ROCK TO

PROJECT ABOVE

THIS LINE

6" GRAVEL CUSHION

NOTE: WHERE TRENCH HAS ROCK BOTTOM, DEPTH OF TRENCH

MUST BE ENOUGH TO ALLOW FOR 6" CRUSHED STONE

BELOW BOTTOM OF PIPE.

CRUSHED STONE

BACKFILL ACCORDING

VARIES

8"6" 6"D

D

PAVEMENT BASE

TO LOCAL JURISDICTION

CABLE T.V., GAS, WATER,

STORM, SANITARY PIPE OR

ELECTRIC & TELEPHONE

COMPACTED

SUBGRADE

NOTE: THIS DETAIL IS APPLICABLE TO NEW PAVEMENT

AND "SAW-CUT" EXISTING PAVEMENT

ASPHALT PAVEMENT

BACKFILL TO BE COMPACTED

IN 6" LIFTS TO 90%STANDARD

PROCTOR DENSITY

MOUND BACKFILL TO

ALLOW FOR SETTLEMENT

OUTSIDE BELL

DIA. OF PIPE

OUTSIDE BELL

OUTSIDE BELL

SA

N

IT

AR

Y

SE

W

ER

W

AT

ER

S

VC

. L

IN

E

2.

5'

M

IN

W

AT

ER

M

AI

N

3.

0'

M

IN

BACKFILL IN 6" LIFTS

COMPACTED TO 90%

STANDARD PROCTOR

TAMPED GRAVEL

PLACE CONTINUOUS

METALLIC DETECTOR TAPE

12" ABOVE WATERLINE

3.

0'

M

IN

W

AT

ER

M

AI

N

12" MIN. IN ROCK OR

UNSUITABLE MATERIAL

6" MIN. IN EARTH

UNSUITABLE MATERIAL

12" MIN. IN ROCK OR

12" MIN. IN ROCK OR

UNSUITABLE MATERIAL

6" MIN. IN EARTH

SA

N

IT

AR

Y

SE

W

ER

3.

0'

M

IN

PLACE CONTINUOUS

METALLIC DETECTOR TAPE

12" ABOVE WATER LINE

PLACE CONTINUOUS

METALLIC DETECTOR

TAPE 12" ABOVE

CONDUIT

DENSITY

WATER LINE

SPECIFICATIONS

OR COMPACTED GRAVEL

SURFACE, SEE SITE PLAN

OR COMPACTED GRAVEL

SURFACE, SEE SITE PLAN

1. Set the stakes.

2. Excavate a 4"x4" trench along the line of stakes.

3. Staple filter material to stakes and extend into the trench.

4. Backfill and compact the excavated soil.

NOTE:

Filter fabric shall be Mirafi 100x or equal.

Mirafi envirofence is an acceptable alternative.

Flow

Existing grade

Two rows of hay bales staggered and staked to ground with wooded stakes

Disturbed soil

NOTE:

Provide erosion control wherever and whenever required to stop on-site drainage of soil and debris from leaving site.

Maintain control throughout entire contract period.

Flush with Finish Grade

Finish Grade

Pipe extension as required

Long sweep 1/4 Bend

6" PVC SCH 40 sanitary sewer serviceCombonation wye and

1/8 bend

6" PVC SCH 40

6" PVC SDR 35

Support valve box on brick

Lockable meter valve box as per Local Specifications

Flow Flow

CLEANOUT DETAIL

TN UTA

G

COMMONWEALTH

ER

E

K

No.

DRETSI E

Y

C

OF

K

HC

R

ETI

C

JO

NA

THAN W. CLARK

J. SNYDER 4-8-87

SHEET OF

DRAWN BY:

CHECKED BY:

DESCRIPTION

AREA SUPERVISOR

ISSUE INFORMATION

PROJECT NO:

CAD DWG FILE:

DESIGNED BY:

MARK DATE

PROJECT MANAGER

CS DEPT MANAGER

DATE

DATE

DATE

AGRICULTURE

The Southern Region

FOREST SERVICE

UNITED STATES

DEPARTMENT

OF

PROJECT TEAM

SEAL

SHEET CONTENTS

Clark and Associates Architects, Inc.

1811 Business Park Drive Clarksville, Tennessee 37040

Phone: 931.552.3860 Fax: 931.552.0370 Email: cainc@caarchitects.com

100% Construction Documents

Energy Lake B Area Bath House

Land Between the Lakes N.R.A.

Region 8

100 Van Morgan Dr.

Golden Pond KY 42211

Site Detail

C 3.1

6.02.2016

WCE

N.T.S.C 3.1

1 Silt Fence Detail N.T.S.C 3.1

2 Erosion Control Detail N.T.S.C 3.1

3 Site Detail

N.T.S.C 3.1

4 Utility Trench Details

7' - 9" 10' - 6" 7' - 9"

7' - 9"10' - 6"7' - 9"

1"

1"

1/4:12

1/ :1

1/ :1

1/4:12

CJ - Denotes locations of hand tooled control joints EJ - Denoted locations of expansion joints w/ hand tooled edges

Pre-Cast Building FFE - 372.94' Sub-Slab FFE - 372.44' (VIF)

4"x 3000psi concrete sidewalk w/ 6x6 10/10 wwm over 4" min.

compacted gravel fill - Light broom finish, typ.

Shaded areas denote approximate locations of slab penetrations. Contractor to coordinate with Pre-Manufactured Building Supplier & shop drawings of the exact quantity, location & size required for knock-outs in slab for utilities in new precast building.

4"x 3000psi concrete floor slab w/ 6x6 10/10 wwm on 10 mil polyethylene vapor barrier over 4" min. compacted gravel fill - Contractor to coordinate w/ Building Manufacturer elevation of building slab to ensure the precast building shall sit flush w/ edge of sidewalk - See Detail

EJ EJCJCJCJCJ

CJ

EJ

CJ

CJ

CJ

CJ

CJ

1' - 10" 3' - 2" 3' - 9 1/2" 2' - 0" 3' - 10 1/2" 3' - 2" 3' - 2" 3' - 2" 1' - 10"

EJ

5' - 0" 5' - 0" 5' - 0" 6' - 0" 5' - 0" 5' - 0" 5' - 0"

E Q

E Q

E Q

E Q

E Q

E Q

E Q

3' - 8" 1' - 7" 1' - 10" 3' - 5"

5" 2"

4' - 0"

NPlan North

CJ

EJ

CJ

CJ

CJ

CJ

CJ

EJ

EJ EJCJCJCJCJ

A 1.1

A 1.1

A 1.1

A 1.1

A 1.1

A 1.1

A 1.1

A 1.1 5

5' - 0"( 26' - 0" ) Precast Manufactured Building - Coordinate w/ Supplier5' - 0"

1/4:12 1/4:12

Pre-Cast Building FFE - 432.50' Sub-Slab FFE - 432.00' (VIF)

TC - 432.40'

BC - 431.90'

TC - 432.40'

BC - 431.90'

TC - 432.40'

BC - 431.90'

TC - 432.40'

BC - 432.40'

Contractor to slope gravel surface flush w/ edge of sidewalk

Contractor to coordinate w/ building manufacturer rough in of new utility lines

New 2" HDPE water line

New underground electrical service

TC - 432.40'

BC - 432.40'

TC - 432.40'

BC - 432.40'

P re c as t M an uf ac tu re d B ui ld in g

C o o rd in at e w

S up p lie r

1/ :1

1/ :1

4" Sewer line - Connect to existing septic tank

TC - 432.40'

BC - 432.40'

Contractor to slope gravel surface flush w/ edge of sidewalk

TC - 432.40'

BC - 431.90'

CO

NPlan North

8"

4"x 3000psi concrete slab w/ 6x6 10/10 wwm over 4" min.

compacted gravel fill - Light broom finish, typ.

Compacted gravel parking area

R1/2" tooled edge, typ.

Undisturbed soil

Turn down edge of slab 8" wide x 2'-0" deep w/ (1) #5 bar top & bottom - Extend WWM down into footing

1/4

4"x 3000psi concrete slab w/ 6x6 10/10 wwm on 10mil poly vapor barrier over 4" min.

compacted gravel fill - Contractor to establish FFE of sub-slab w/ building manufacturer

Outline of pre-cast manufactured building - Contractor to coordinate w/ Manufacturer locations and size of anchors prior to pouring floor slab, typ.

4"x 3000psi concrete slab w/ 6x6 10/10 wwm over 4" min.

compacted gravel fill - Light broom finish, typ.

1/2" Expansion joint

Undisturbed soil

'D' - Contractor to coordinate exact dimension of pre-cast building floor system and depress inner slab to ensure an even transition from FFE of building to sidewalk surface.

Thicken edge of slab 1'-0"x 8" deep w/

(2) #5 bars cont.

1' - 0"

'D

1/4

TN UTA

G

COMMONWEALTH

ER

E

K

No.

DRETSI E

Y

C

OF

K

HC

R

ETI

C

JO

NA

THAN W. CLARK

J. SNYDER 4-8-87

SHEET OF

DRAWN BY:

CHECKED BY:

DESCRIPTION

AREA SUPERVISOR

ISSUE INFORMATION

PROJECT NO:

CAD DWG FILE:

DESIGNED BY:

MARK DATE

PROJECT MANAGER

CS DEPT MANAGER

DATE

DATE

DATE

AGRICULTURE

The Southern Region

FOREST SERVICE

UNITED STATES

DEPARTMENT

OF

PROJECT TEAM

SEAL

SHEET CONTENTS

Clark and Associates Architects, Inc.

1811 Business Park Drive Clarksville, Tennessee 37040

Phone: 931.552.3860 Fax: 931.552.0370 Email: cainc@caarchitects.com

100% Construction Documents

Energy Lake B Area Bath House

Land Between the Lakes N.R.A.

Region 8

100 Van Morgan Dr.

Golden Pond KY 42211

Footing & Foundation Plan and Floor Plan

A 1.1

6.02.2016

WCE

1/4" = 1'-0"A 1.1

1 Footing & Foundation Plan 1/4" = 1'-0"A 1.1

2 Floor Plan

1 1/2" = 1'-0"A 1.1

3 Sidewalk Edge Detail 1 1/2" = 1'-0"A 1.1

4 Slab Edge Detail