26022_P Attachment 2.pdf

Partain Engineering, LLC

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A R T A I N

E N

G

I N E E R I NG , L

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C i v i l E n g i n e e r i n g • L a n d P l a n n i n g • C o n s u l t i n g

355 Peachtree Drive

White, Georgia 30184

770.345.0589 office 770.720.2253 fax www.PartainEngineering.com

JOB NO. 13-105

Copyright 2013, Partain Engineering, LLC, All rights reserved. Drawings remain the property of Partain Engineering, LLC and no part may be used or reproduced without written permission from the copyright owner.

site construction plans for

FAYETTE COUNTY EOC

ADDITIONS/ RENOVATIONS

LOCATION MAP

N.T.S.

ADDRESS:

110 VOLUNTEER WAY

FAYETTEVILLE, GA 30215

L.L. 139, DIST. 5TH

JURISDICTION: FAYETTE COUNTY

SITE AREA = ±30 ACRES

DISTURBED AREA = ±0.46 ACRES

EXISTING SITE USE: GOVERNMENT COMPLEX

PROPOSED PROJECT: ADDITION TO EXISTING BUILDING

AND PARKING

SITE ZONING: R-20

PREPARED BY:

24-HOUR EMERGENCY CONTACT:

CHERYL ROGERS

770-320-6051

OWNER/DEVELOPER:

FAYETTE COUNTY EMERGENCY

OPERATIONS CENTER

140 STONEWALL AVENUE WEST

FAYETTEVILLE, GA 30214

CONTACT: THOMAS BARTLETT

770-305-5165

ARCHITECT:

WAKEFIELD BEASLEY & ASSOCIATES

5155 PEACHTREE PARKWAY

BUILDING 300, SUITE 3220

NORCROSS, GA 30092

CONTACT: JENNIFER FRANKLIN

770-209-9393

N

DRAWING LIST

C001 COVERSHEET AND GENERAL NOTES

C101 EXISTING CONDITIONS PLAN

C201 ES&PC PLAN

C301 DEMOLITION PLAN

C401 SITE PLAN

C501 GRADING & DRAINAGE PLAN

C601 UTILITY PLAN

C701 PROFILES

C800 ESPC DETAILS

C801 ESPC DETAILS

C802 ESPC DETAILS

C830 CONSTRUCTION DETAILS

C831 CONSTRUCTION DETAILS

REFERENCES

GENERAL NOTES

SITE CLEARING & DEMOLITION NOTES

Know what's below.

Call before you dig.

No. 29277

PROFESSIONAL

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KAY DR

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MCCURRY PARK

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BENCHMARK

NAIL IN ASPHALT

N 1256999.45

E 2222499.89

ELEV 893.29

CELL

TOWER

BLOCK

BLDG.

B

L

O

C

B

D

G

FFE:895.96

BLOCK

BUILDING

F

TV

TV

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G

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N

E O

E O

E O

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E O

E O

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COMMUNICATION

SIGNAL BOOSTER BOX

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A

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CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

X

G

A

T

E

HANDRAIL

C

H

A

N

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E

ASPHALT

ASPHALT

ASPHALT

E P E P

22.4

EP/E

P

C M

P

I.I.:889.08

I.O.:886.98

FLUME UNDER

ELEVATED WALK

P

I

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I

O

HW

I.I.:889.32

HW

I.O.:889.92

C

M

P

OCS

(SEE DETAIL)

18" CMP

HW

I.O.:889.74

P

I

O

I.I.:887.44

SIGN

STOP

SIGNAL

AHEAD

35MPH

25MPH

H/C

H/C

F

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F

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WM (x3)

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R/W MONUMENT

C

O

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N

A

D

W

P/L PER DB 821, PG 199

ALL IMPROVEMENTS AROUND

TOWER AREA NOT SHOWN

N

N/F

FAYETTE COUNTY BOC

P.I.N.: 0533 003

N/F

GREGORY W. & SUSAN JILL STILLIONS

P.I.N.: 0533 029

N/F

H T & SHERRY J. SIMONS

P.I.N.: 0533 028

C

C

C

C

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C C

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FFE:896.00

G

G

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A D

R

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SEPTIC TANK

(APPROX. LOCATION)

RDU

RDU

CO

CO

CO

CO

P

7 8

902.4

905.8

906.4

900.7

897.3

898.8

898.6

893.0

889.4

887.5

895.9

894.7

893.9

894.7

895.1

888.5

892.8

898.5

903.4

901.2

902.7

901.8

900.4

899.0

897.2

895.5

901.5

895.2

894.9

894.3

889.8

889.0

893.7

895.6

895.6

892.6

893.8

887.2

888.9

P L

P L

P/L

P L

R

W

R W

R

W

R

W

R W

888.9

888.4

888.9

887.8

13P

10P

15P

10G

11G

15P

18P

10P

16P

14P 16P

10P

10P

16P

11P

14P

10P

13P

16P

15P

12P

11P

11P

15X8P

10P

10P

11P

12G

12P

15X12P

14P

14P

10P

16P

6W

15P

16P

10P

11P

12P

10P

16P

11P

11P

11P

14P

10P

10P

16P

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14P

11P

13G

13P

13P

13P

12P

12P

12P

10P

10P

12P

10P

10P

17P

11P

15P

13P

17P

12P

14P

14P

11G

10P

12P

10P

13P

10P

10G

12P

13P

11P

11P

11P

10P

14P

11P

13P

15P

14P

16P

10G

10P

12P

10P

13G

14P

10P

14P

11P

11P

10P

10P

15P

11K

TOP: 892.75

WEIR: 891.97

WEIR: 889.45

2"

6"

I.O.: 889.56

0.4'

O.C.S. DETAIL (N.T.S.)

5.30'

TREE LEGEND

SYMBOL CODE COMMON NAME

G SWEET GUM

K OAK

P PINE

W WILLOW

EXAMPLE

16K = 16 INCH OAK TREE

TRUNK DIAMETER MEASURED AT BREAST

HEIGHT. TREE SYMBOL SIZE VARIES BASED

ON TREE DIAMETER.

P

F

TV

M

EXISTING CONDITIONS DISCLAIMER

40 0 40 80

SCALE IN FEET

1 INCH = 40 FEET

GRAPHIC SCALE

24 HOUR EMERGENCY CONTACT

CHERYL ROGERS 770-320-6051

UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE PLANS. THE

CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY

COMPANIES HAVING UTILITIES ADJACENT TO OR WITHIN THE WORK

AREA. THE CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED

AND COORDINATE WITH UTILITY COMPANIES TO HAVE THEM RELOCATED

WHEN NECESSARY FOR TIE-INS.

UTILITY DISCLAIMER

SITE INFORMATION

Know what's below.

Call before you dig.

No. 29277

PROFESSIONAL

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BENCHMARK

NAIL IN ASPHALT

N 1256999.45

E 2222499.89

ELEV 893.29

BLOCK

FFE:895.96

BLOCK

BUILDING

F

TV

TV

M

O

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S

O

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S

G

E

N

C

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CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

G

A

T

E

HANDRAIL

C

H

A

N

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E

ASPHALT

ASPHALT

FLUME UNDER

ELEVATED WALK

P

I

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I

O

HW

I.I.:889.32

HW

I.O.:889.92

C

M

P

OCS

(SEE DETAIL)

18" CMP

HW

I.O.:889.74

P

I

O

I.I.:887.44

SIGN

H/C

H/C

F

L

U

M

E

F

L

U

M

E

F

L

U

M

E

WM (x3)

D

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X X

X X

N

N/F

FAYETTE COUNTY BOC

P.I.N.: 0533 003

GREGORY W. & SUSAN JILL STILLIONS

H T & SHERRY J. SIMONS

C

C

C

C

C

C

C

C C

W

W

W

W

W

W

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W

W

W

W

W

W

C

C

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C

C

C

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C

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C

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U

E

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U

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E

U

G

G

G

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G

G

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G

G

G

C

C

C

C

C

C

C

C

C

C

C

C

C

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

E

U

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U

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U

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U

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U

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U

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U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

U

FFE:896.00

G

G

G

SEPTIC TANK

(APPROX. LOCATION)

RDU

RDU

CO

CO

CO

CO

P

902.4

905.8

906.4

900.7

897.3

898.8

898.6

893.0

889.4

887.5

894.7

888.5

892.8

898.5

903.4

901.2

902.7

901.8

900.4

899.0

897.2

895.5

901.5

895.2

894.9

894.3

889.8

889.0

893.7

895.6

895.6

892.6

893.8

887.2

888.9

P L

P/L

888.9

888.4

888.9

887.8

10P

13P

16P

15P

11P

15X8P

10P

10P

11P

12G

12P

15X12P

14P

14P

10P

16P

6W

15P

16P

10P

11P

12P

10P

16P

11P

11P

11P

14P

10P

10P

16P

16P

16P

14P

11P

13G

13P

13P

13P

12P

12P

12P

10P

10P

12P

10P

10P

17P

11P

15P

13P

17P

12P

14P

14P

11G

10P

12P

10P

13P

10P

10G

12P

13P

11P

11P

11P

10P

14P

11P

13P

15P

14P

16P

10G

10P

12P

10P

13G

14P

10P

14P

11P

11P

10P

11K

GSWCC

Christopher W Partain

Level II Certified Design Professional

UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE PLANS. THE

CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY

COMPANIES HAVING UTILITIES ADJACENT TO OR WITHIN THE WORK

AREA. THE CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED

AND COORDINATE WITH UTILITY COMPANIES TO HAVE THEM RELOCATED

WHEN NECESSARY FOR TIE-INS.

UTILITY DISCLAIMER

Know what's below.

Call before you dig.

20 0 20 40

SCALE IN FEET

1 INCH = 20 FEET

GRAPHIC SCALE

24 HOUR EMERGENCY CONTACT

CHERYL ROGERS 770-320-6051

SITE INFORMATION

ES&PC NOTES

SYMBOL

Bf

Cs

Ds1

Ds2

Ds3

Ds4

Du

Mb

Pm

Sb

Tb

Cd

Ch

Co

Cr

Dc

Di

Dn1

Dn2

Fr

Ga

Re

Rt

Sd1

Sd2

Sd3

St

Su

Tp

Wt

Cd-Hb

Cd-S

Ch-V

Ch-Rp

Ch-C

Dc-A

Dc-B

Dc-C

Gr

Lv

Rd

Rt-P

Rt-B

Sd1-A

Sd1-B

Sd1-C

Sd1-Hb

Sd2-B

Sd2-G

Sd2-P

Sd2-Sa

BUFFER

ZONE

VEGETATIVE

MEASURE

LABEL

COASTAL DUNE

STABILIZATION

DISTURBED AREA STABILIZATION

(W/ MULCHING ONLY)

DISTURBED AREA STABILIZATION

(W/ TEMP. SEEDING)

DISTURBED AREA STABILIZATION

(W/ PERMANENT VEGETATION)

DISTURBED AREA STABILIZATION

W/ SODDING)

DUST CONTROL ON DISTURBED AREA

EROSION CONTROL MATTING & BLANKETS

POLYACRYLAMIDE (PAM)

STREAMBANK STABILIZATION

(USING PERMANENT VEGETATION)

TACKIFIERS AND BINDERS

CHECK DAM

STRUCTURAL

MEASURE

LABEL

CHANNEL STABILIZATION

CONSTRUCTION EXIT

CONSTRUCTION ROAD STABILIZATION

STREAM DIVERSION CHANNEL

DIVERSION

TEMPORARY DOWNDRAIN STRUCTURE

PERMANENT DOWNDRAIN STRUCTURE

FILTER RING

GABION

SEDIMENT BARRIER

RETAINING WALL

RETROFIT

INLET SEDIMENT TRAP

TEMPORARY SEDIMENT BASIN

STORM DRAIN OUTLET PROTECTION

SURFACE ROUGHENING

TOPSOILING

VEGETATED WATERWAY OR STORMWATER CONVEYANCE

CHANNEL

CHECK DAM-HAYBALES

CHECK DAM-STONE

CHANNEL STABILIZATION-VEGETATED LINING

CHANNEL STABILIZATION-ROCK RIPRAP LINING

CHANNEL STABILIZATION-CONCRETE LINING

STREAM DIVERSION CHANNEL- GEOTEXTILE,

POLYETHYLENE FILM, OR SOD

STREAM DIVERSION CHANNEL- GEOTEXTILE ALONE

STREAM DIVERSION CHANNEL- CLASS I RIPRAP AND

GEOTEXTILE

ROCK FILTER DAM

GRADE STABILIZATION STRUCTURE

LEVEL SPREADER

RETROFIT- PERFORATED HALF-ROUND PIPE W/

STONE FILTER

RETROFIT- SLOTTED BOARD DAM W/ STONE

SEDIMENT BARRIER- TYPE A SILT FENCE

SEDIMENT BARRIER- TYPE B SILT FENCE

SEDIMENT BARRIER- TYPE C SILT FENCE

SEDIMENT BARRIER- HAY BALES

INLET SEDIMENT TRAP- BAFFLE BOX

INLET SEDIMENT TRAP- GRAVEL DROP INLET

PROTECTION

INLET SEDIMENT TRAP- CURB INLET PROTECTION

INLET SEDIMENT TRAP- SILT SAVER

ES&PC LEGEND

REFER TO THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA"

FOR FURTHER DETAILS AND SPECIFICATIONS NOT SHOWN HERE.

Copyright 2013, Partain Engineering, LLC, All rights reserved. Drawings remain the property of Partain Engineering, LLC and no part may be used or reproduced without written permission from the copyright owner.

DRAWING PREPARED BY:

PROJECT NO. 13-105

Sd2-G

Sd2-G

Sd1-C

Sd1-C

Rt-B

Sd1-C

Tb

Pm

Ds1 Ds2

Du

MbMb Ds3

IN PAVED

AREAS USE

HAY Sd1-Hb

REUSE EXISTING RIP RAP OR

MATCH SIZE OF EXISTING

RIP-RAP FOR PERMINENT POND

BANK STABILIZATION

Co

REMOVE ANY SILT OR OTHER

DEBRIS FROM FLUME -

FRESHEN RIP-RAP AS

NECESSARY

Sd1-C

Sd1-C

IN PAVED

AREAS USE

HAY Sd1-Hb

Tb

Pm

Ds1 Ds2

Du

MbMb Ds3

FRESHEN RIP-RAP AS

NECESSARY

St-1

Sd2-G

Sd2-G

APPROXIMATE LIMITS OF

DISTURBANCE

EXISTING WET POND TO BE

PROTECTED AND NOT USED

FOR SEDIMENT STORAGE

PARKING AREA TO BE

STABILIZED AS SOON AS

PRACTICAL

BUILDING PAD AREA TO BE

STABILIZED AS SOON AS

POSSIBLE, FLUME TO BE LEFT

IN PLACE IF NECESSARY AND

Sd-2G EXCAVATED TO 20'x10'x4'

BASIN W/ 2:1 SIDE SLOPES

Sd-2G EXCAVATED TO 20'x10'x4'

BASIN W/ 2:1 SIDE SLOPES

Sd-2G EXCAVATED TO 14'x7'x4'

BASIN W/ 2:1 SIDE SLOPES

No. 29277

PROFESSIONAL

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BENCHMARK

NAIL IN ASPHALT

N 1256999.45

E 2222499.89

ELEV 893.29

BLOCK

FFE:895.96

BLOCK

BUILDING

F

TV

TV

M

O

R

E

S

O

R

E

S

G

E

N

C

H

A

N

C

E

C

H

A

N

C

E

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

G

A

T

E

HANDRAIL

C

H

A

N

C

E

ASPHALT

ASPHALT

FLUME UNDER

ELEVATED WALK

P

I

I

I

O

HW

I.I.:889.32

HW

I.O.:889.92

C

M

P

OCS

(SEE DETAIL)

18" CMP

HW

I.O.:889.74

P

I

O

I.I.:887.44

SIGN

H/C

H/C

F

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WM (x3)

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X X

X X

X X

N

N/F

FAYETTE COUNTY BOC

P.I.N.: 0533 003

GREGORY W. & SUSAN JILL STILLIONS

H T & SHERRY J. SIMONS

C

C

C

C

C

C

C

C C

W

W

W

W

W

W

W

W

W

W

W

W

W

C

C

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E

U

FFE:896.00

G

G

G

SEPTIC TANK

(APPROX. LOCATION)

RDU

RDU

CO

CO

CO

CO

P

902.4

905.8

906.4

900.7

897.3

898.8

898.6

893.0

889.4

887.5

894.7

888.5

892.8

898.5

903.4

901.2

902.7

901.8

900.4

899.0

897.2

895.5

901.5

895.2

894.9

894.3

889.8

889.0

893.7

895.6

895.6

892.6

893.8

887.2

888.9

P L

P/L

888.9

888.4

888.9

887.8

10P

13P

16P

15P

11P

15X8P

10P

10P

11P

12G

12P

15X12P

14P

14P

10P

16P

6W

15P

16P

10P

11P

12P

10P

16P

11P

11P

11P

14P

10P

10P

16P

16P

16P

14P

11P

13G

13P

13P

13P

12P

12P

12P

10P

10P

12P

10P

10P

17P

11P

15P

13P

17P

12P

14P

14P

11G

10P

12P

10P

13P

10P

10G

12P

13P

11P

11P

11P

10P

14P

11P

13P

15P

14P

16P

10G

10P

12P

10P

13G

14P

10P

14P

11P

11P

10P

11K

S

T

DEMOLITION LEGEND

X

UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE PLANS. THE

CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY

COMPANIES HAVING UTILITIES ADJACENT TO OR WITHIN THE WORK

AREA. THE CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED

AND COORDINATE WITH UTILITY COMPANIES TO HAVE THEM RELOCATED

WHEN NECESSARY FOR TIE-INS.

UTILITY DISCLAIMER

Know what's below.

Call before you dig.

20 0 20 40

SCALE IN FEET

1 INCH = 20 FEET

GRAPHIC SCALE

24 HOUR EMERGENCY CONTACT

CHERYL ROGERS 770-320-6051

SITE INFORMATION

Copyright 2013, Partain Engineering, LLC, All rights reserved. Drawings remain the property of Partain Engineering, LLC and no part may be used or reproduced without written permission from the copyright owner.

DRAWING PREPARED BY:

PROJECT NO. 13-105

X

X

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X

X

APPROXIMATE LIMITS OF

DISTURBANCE

CLEARING & DEMOLITION NOTES

No. 29277

PROFESSIONAL

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BENCHMARK

NAIL IN ASPHALT

N 1256999.45

E 2222499.89

ELEV 893.29

BLOCK

FFE:895.96

BLOCK

BUILDING

M

O

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E

S

G

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N

C

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A

N

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C

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CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

G

A

T

E

HANDRAIL

C

H

A

N

C

E

ASPHALT

ASPHALT

SIGN

V

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X X

X X

N

N/F

FAYETTE COUNTY BOC

P.I.N.: 0533 003

GREGORY W. & SUSAN JILL STILLIONS

H T & SHERRY J. SIMONS

FFE:896.00

G

G

P L

P/L

PAVEMENT LEGEND

1-STORY

ADDITION

FFE =895.96

UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE PLANS. THE

CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY

COMPANIES HAVING UTILITIES ADJACENT TO OR WITHIN THE WORK

AREA. THE CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED

AND COORDINATE WITH UTILITY COMPANIES TO HAVE THEM RELOCATED

WHEN NECESSARY FOR TIE-INS.

UTILITY DISCLAIMER

Know what's below.

Call before you dig.

20 0 20 40

SCALE IN FEET

1 INCH = 20 FEET

GRAPHIC SCALE

24 HOUR EMERGENCY CONTACT

CHERYL ROGERS 770-320-6051

SITE INFORMATION

SITE NOTES

Copyright 2013, Partain Engineering, LLC, All rights reserved. Drawings remain the property of Partain Engineering, LLC and no part may be used or reproduced without written permission from the copyright owner.

DRAWING PREPARED BY:

PROJECT NO. 13-105

HANDICAP PARKING DETAIL

No. 29277

PROFESSIONAL

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X

X

X

BENCHMARK

NAIL IN ASPHALT

N 1256999.45

E 2222499.89

ELEV 893.29

BLOCK

FFE:895.96

BLOCK

BUILDING

M

O

R

E

S

O

R

E

S

G

E

N

C

H

A

N

C

E

C

H

A

N

C

E

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

G

A

T

E

HANDRAIL

C

H

A

N

C

E

ASPHALT

ASPHALT

FLUME UNDER

ELEVATED WALK

P

I

I

I

O

HW

I.I.:889.32

HW

I.O.:889.92

C

M

P

OCS

(SEE DETAIL)

18" CMP

HW

I.O.:889.74

P

I

O

I.I.:887.44

SIGN

F

L

U

M

E

F

L

U

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F

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WM (x3)

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X

X

X

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X

X

X

X

X

X

X

X X

X X

X X

X X

N

N/F

FAYETTE COUNTY BOC

P.I.N.: 0533 003

GREGORY W. & SUSAN JILL STILLIONS

H T & SHERRY J. SIMONS

C

C

C

C

C

C

C

C C

W

W

W

W

W

W

W

W

W

W

W

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

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C

C

C

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C

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E

U

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E U

E U

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U

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U

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U

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U

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U

E

U

G

G

G

G

G

G

G

G

G

G

G

G

G

C

C

C

C

C

C

C

C

C

C

C

C

C

W

W

W

W

W

W

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W

W

W

W

W

W

E

U

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U

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U

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U

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U

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U

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U

E

U

E

U

FFE:896.00

G

G

SEPTIC TANK

(APPROX. LOCATION)

RDU

RDU

CO

CO

CO

CO

902.4

905.8

906.4

900.7

897.3

898.8

898.6

893.0

889.4

887.5

894.7

888.5

892.8

898.5

903.4

901.2

902.7

901.8

900.4

899.0

897.2

895.5

901.5

895.2

894.9

894.3

889.8

889.0

893.7

895.6

895.6

892.6

893.8

887.2

888.9

P L

P/L

888.9

888.4

888.9

887.8

10P

13P

16P

15P

11P

15X8P

10P

10P

11P

12G

12P

15X12P

14P

14P

10P

16P

6W

15P

16P

10P

11P

12P

10P

16P

11P

11P

11P

14P

10P

10P

16P

13P

13P

13P

12P

12P

12P

10P

10P

12P

10P

10P

17P

11P

15P

13P

17P

12P

14P

14P

11G

10P

12P

10P

13P

10P

10G

12P

13P

11P

11P

11P

10P

14P

11P

13P

15P

14P

16P

10G

10P

12P

10P

13G

14P

10P

14P

11P

11P

10P

11K

GRADING & DRAINAGE LEGEND

1-STORY

ADDITION

FFE =895.96

UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE PLANS. THE

CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY

COMPANIES HAVING UTILITIES ADJACENT TO OR WITHIN THE WORK

AREA. THE CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED

AND COORDINATE WITH UTILITY COMPANIES TO HAVE THEM RELOCATED

WHEN NECESSARY FOR TIE-INS.

UTILITY DISCLAIMER

Know what's below.

Call before you dig.

20 0 20 40

SCALE IN FEET

1 INCH = 20 FEET

GRAPHIC SCALE

24 HOUR EMERGENCY CONTACT

CHERYL ROGERS 770-320-6051

SITE INFORMATION

Copyright 2013, Partain Engineering, LLC, All rights reserved. Drawings remain the property of Partain Engineering, LLC and no part may be used or reproduced without written permission from the copyright owner.

DRAWING PREPARED BY:

PROJECT NO. 13-105

A1

A2

A3

A4

A5

A6

A7

GRADING AND DRAINAGE NOTES

B1

B2

APPROXIMATE LIMITS OF

DISTURBANCE

STORMWATER MANAGEMENT

No. 29277

PROFESSIONAL

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X

BENCHMARK

NAIL IN ASPHALT

N 1256999.45

E 2222499.89

ELEV 893.29

BLOCK

FFE:895.96

BLOCK

BUILDING

M

O

R

E

S

O

R

E

S

G

E

N

C

H

A

N

C

E

C

H

A

N

C

E

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

X

CHAIN LINK

FENCE

G

A

T

E

HANDRAIL

C

H

A

N

C

E

ASPHALT

ASPHALT

FLUME UNDER

ELEVATED WALK

P

I

I

I

O

HW

I.I.:889.32

HW

I.O.:889.92

C

M

P

OCS

(SEE DETAIL)

18" CMP

HW

I.O.:889.74

P

I

O

I.I.:887.44

SIGN

F

L

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M

E

F

L

U

M

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F

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WM (x3)

D

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X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

X X

N

N/F

FAYETTE COUNTY BOC

P.I.N.: 0533 003

GREGORY W. & SUSAN JILL STILLIONS

H T & SHERRY J. SIMONS

C

C

C

C

C

C

C

C C

W

W

W

W

W

W

W

W

W

W

W

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

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C

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G

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C

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C

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C

C

C

C

C

C

C

W

W

W

W

W

W

W

W

W

W

W

W

W

E

U

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U

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U

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U

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U

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U

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U

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U

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U

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U

E

U

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U

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U

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U

E

U

E

U

E

U

FFE:896.00

G

G

SEPTIC TANK

(APPROX. LOCATION)

RDU

RDU

CO

CO

CO

CO

902.4

905.8

906.4

900.7

897.3

898.8

898.6

893.0

889.4

887.5

894.7

888.5

892.8

898.5

903.4

901.2

902.7

901.8

900.4

899.0

897.2

895.5

901.5

895.2

894.9

894.3

889.8

889.0

893.7

895.6

895.6

892.6

893.8

887.2

888.9

P L

P/L

888.9

888.4

888.9

887.8

10P

13P

16P

15P

11P

15X8P

10P

10P

11P

12G

12P

15X12P

14P

14P

10P

16P

6W

15P

16P

10P

11P

12P

10P

16P

11P

11P

11P

14P

10P

10P

16P

13P

13P

13P

12P

12P

12P

10P

10P

12P

10P

10P

17P

11P

15P

13P

17P

12P

14P

14P

11G

10P

12P

10P

13P

10P

10G

12P

13P

11P

11P

11P

10P

14P

11P

13P

15P

14P

16P

10G

10P

12P

10P

13G

14P

10P

14P

11P

11P

10P

11K

UTILITY PLAN LEGEND

1-STORY

ADDITION

FFE =895.96

UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE PLANS. THE

CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY

COMPANIES HAVING UTILITIES ADJACENT TO OR WITHIN THE WORK

AREA. THE CONTRACTOR SHALL HAVE THE UTILITIES FIELD LOCATED

AND COORDINATE WITH UTILITY COMPANIES TO HAVE THEM RELOCATED

WHEN NECESSARY FOR TIE-INS.

UTILITY DISCLAIMER

Know what's below.

Call before you dig.

20 0 20 40

SCALE IN FEET

1 INCH = 20 FEET

GRAPHIC SCALE

24 HOUR EMERGENCY CONTACT

CHERYL ROGERS 770-320-6051

SITE INFORMATION

UTILITY NOTES

Copyright 2013, Partain Engineering, LLC, All rights reserved. Drawings remain the property of Partain Engineering, LLC and no part may be used or reproduced without written permission from the copyright owner.

DRAWING PREPARED BY:

PROJECT NO. 13-105

A1

A2

A3

A4

A5

A6

A7

B1

B2

APPROXIMATE LIMITS OF

DISTURBANCE

No. 29277

PROFESSIONAL

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STORM STRUCTURE LEGEND

PROFILE NOTES

STORM LINE A1-A7

SCALE: 1"=20' HOR.

1"=10' VERT.

Copyright 2013, Partain Engineering, LLC, All rights reserved. Drawings remain the property of Partain Engineering, LLC and no part may be used or reproduced without written permission from the copyright owner.

DRAWING PREPARED BY:

PROJECT NO. 13-105

A1 A2 A3 A4 A7A6A5

STORM LINE B1-B2

SCALE: 1"=20' HOR.

1"=10' VERT.

B1 B2

No. 29277

PROFESSIONAL

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1 1

REFER TO THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA"

FOR FURTHER DETAILS AND SPECIFICATIONS NOT SHOWN HERE.

DISTURBED AREA STABILIZATION

(WITH PERMANENT VEGETATION)

REFER TO THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA"

FOR FURTHER DETAILS AND SPECIFICATIONS NOT SHOWN HERE.

DISTURBED AREA STABILIZATION

(WITH PERMANENT VEGETATION)

DISTURBED AREA STABILIZATION

(WITH PERMANENT VEGETATION)

REFER TO THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA"

FOR FURTHER DETAILS AND SPECIFICATIONS NOT SHOWN HERE.

DISTURBED AREA STABILIZATION

(WITH PERMANENT VEGETATION)

REFER TO THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA"

FOR FURTHER DETAILS AND SPECIFICATIONS NOT SHOWN HERE.

DISTURBED AREA STABILIZATION

(WITH PERMANENT VEGETATION)

REFER TO THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA"

FOR FURTHER DETAILS AND SPECIFICATIONS NOT SHOWN HERE.

DISTURBED AREA STABILIZATION

(WITH PERMANENT VEGETATION)

REFER TO THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA"

FOR FURTHER DETAILS AND SPECIFICATIONS NOT SHOWN HERE.

Ds3

Ds3 Ds3 Ds3

Ds3

Ds3

Copyright 2013, Partain Engineering, LLC, All rights reserved. Drawings remain the property of Partain Engineering, LLC and no part may be used or reproduced without written permission from the copyright owner.

DRAWING PREPARED BY:

PROJECT NO. 13-105

No. 29277

PROFESSIONAL

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Hard Surface

Public Road

50" Minimum

6" Minimum

N.S.A. R-2 (1.5"-3.5")

Coarse Aggregate

Geotextile Underliner

20" Minimum

CONSTRUCTION EXIT

N.T.S.

Co

SLOTTED BOARD DAM W/ STONE

N.T.S.

Rt-B

REFER TO THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA"

FOR FURTHER DETAILS AND SPECIFICATIONS NOT SHOWN HERE.

DISTURBED AREA STABILIZATION

(WITH PERMANENT VEGETATION)

Ds3

REFER TO THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA"

FOR FURTHER DETAILS AND SPECIFICATIONS NOT SHOWN HERE.

DISTURBED AREA STABILIZATION

(WITH TEMPORARY VEGETATION)

Ds2

Copyright 2013, Partain Engineering, LLC, All rights reserved. Drawings remain the property of Partain Engineering, LLC and no part may be used or reproduced without written permission from the copyright owner.

DRAWING PREPARED BY:

PROJECT NO. 13-105

St

RIP-RAP OUTLET PROTECTION

N.T.S.

No. 29277

PROFESSIONAL

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MATTING AND BLANKETS

N.T.S.

1'-2"

1'-0"

6"

9"

1'-2'

1'-0"

15"

SEE NOTE 3-8

STAKE

9"

8"

5'

V

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5'

ROLL NO. 1

ROLL NO. 3

ROLL NO. 2

SEQUENTIAL ROLL RUN OUT

IN CHANNELS

PICTORAL VIEW OF TRANSVERSE SLOT

UPSTREAM TERMINAL

TRANSVERSE CHECK SLOT

DOWNSTREAM TERMINAL

STEP 1 : CUT TERMINAL SLOT

STEP 2 : SNUG MAT INTO

SLOT

STEP 3 :

A. STAKE MAT INTO SLOT.

B. USE 1"x3" PRESSURE-TREATED BOARD TO BRACE

MAT AGAINST VERTICAL CUT.

C. BACKFILL AND COMPACT.

STEP 4 :

A. REVERSE MAT ROLL DIRECTION TO OVERLAY CHECK SLOT.

B. STAKE MAT TO ANCHOR TERMINAL.

STEP 1 : CUT CHECK SLOT.

TEMPORARY STAKE MAT

UNDER MODERATE TENSION.

STEP 2 : WORK UPSTREAM

ACROSS, CHECK SLOT

LAP BACK 18".

STEP 3 : TUCK MAT LAP INTO

SLOT & STAKE.

STEP 4 : BACKFILL AND PROGRESS

UPSTREAM.

PULL OUT TEMPORARY STAKES WHEN NO LONGER

NEEDED FOR TENSIONING.

STEP 1 : CUT TERMINAL SLOT.

STEP 2 : STAKE MAT INTO SLOT.

STEP 3 : BACKFILL

TERMINAL SLOT.

STEP 4 : A. ROLL MAT UP-

STREAM OVER REFILLED

TERMINAL.

B. STAKE MAT DOWN TO ANCHOR

TERMINAL.

C. PROGRESS UPSTREAM WITH ROLL.

1. START AT DOWNSTREAM TERMINAL AND

PROGRESS UPSTREAM.

2. FIRST ROLL IS CENTERED LONGITUDINALLY

IN MID CHANNEL AND PINNED WITH TEMPORARY

STAKES TO MAINTAIN ALIGNMENT.

3. SUSSEQUENT ROLLS FOLLOW IN STAGGERED

SEQUENCE BEHIND FIRST ROLL. USE CENTER ROLL FOR ALIGN-

MENT TO CHANNEL CENTER.

4. WORK OUTWARDS FROM CHANNEL CENTER TO EDGE.

5. USE 3" OVERLAP AND STAKE AT 5' INTERVAL ALONG SEAMS.

6. USE 3" OVERLAPS AND SHINGLE DOWNSTREAM TO CONNECT LINING AT ROLL ENDS.

Mb

REFER TO THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA"

FOR FURTHER DETAILS AND SPECIFICATIONS NOT SHOWN HERE.

Sd1-C

SILT FENCE TYPE C

N.T.S.

HAY BALE SEDIMENT BARRIER

N.T.S.

Sd1-Hb

HAY BALE SEDIMENT BARRIER

N.T.S.

Sd1-Hb

Sd2-G

INLET SEDIMENT TRAP GRAVEL

N.T.S.

Copyright 2013, Partain Engineering, LLC, All rights reserved. Drawings remain the property of Partain Engineering, LLC and no part may be used or reproduced without written permission from the copyright owner.

DRAWING PREPARED BY:

PROJECT NO. 13-105

No. 29277

PROFESSIONAL

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ASPHALT PAVEMENT PATCH DETAIL

N.T.S.

CONCRETE PAVEMENT PATCH DETAIL

N.T.S.

24" CONCRETE CURB & GUTTER DETAIL

N.T.S.

HANDICAP PARKING SIGN & SYMBOL DETAIL

N.T.S.

VAN

ACCESSIBLE

PERMIT PARKING ONLY

TOW AWAY ZONE

MAXIMUM FINE $500.00

SIDEWALK DETAIL

N.T.S.

Copyright 2013, Partain Engineering, LLC, All rights reserved. Drawings remain the property of Partain Engineering, LLC and no part may be used or reproduced without written permission from the copyright owner.

DRAWING PREPARED BY:

PROJECT NO. 13-105

CONCRETE FLUME DETAIL

N.T.S.

TYPE 2 HANDICAP RAMP DETAIL

N.T.S.

No. 29277

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Copyright 2013, Partain Engineering, LLC, All rights reserved. Drawings remain the property of Partain Engineering, LLC and no part may be used or reproduced without written permission from the copyright owner.

DRAWING PREPARED BY:

PROJECT NO. 13-105

NOT TO SCALE

THRUST BLOCKING DETAIL

CLASS "B" PIPE BEDDING DETAIL

N.T.S.

No. 29277

PROFESSIONAL

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FAYETTE

COUNTY

EOC

SCHEDULE OF SPECIAL INSPECTION SERVICES

Fayette County EOC

MATERIAL / ACTIVITY SERVICE

APPLICABLE TO THIS PROJECT

Y/N EXTENT AGENT* DATE COMPLETE

1704.2 Inspection of Fabricators

Verify fabrication/quality control procedures.

In-plant review Y (3)

Periodic 1

1704.3 Steel Construction

Material verification of high-strength bolts, nuts, and washers.

Review material markings and certificates of compliance

Y Periodic 1

Inspection of high-strength bolting: Field inspection

a. Snug-tight joints

Y Periodic 1

b. Pre-tensioned or slip-critical

1) Turn-of-nut with matching markings

N Periodic -

2) Direct tension indicator

N Periodic -

3) Twist-off bolt

N Periodic -

4) Turn-of-nut without matching markings

N Continuous -

5) Calibrated wrench

N Continuous -

Material verification of structural steel:

a. Identification markings Field inspection

Y Periodic 1

b. Certified mill tests Review submittals Y Each submittal 2

Weld filler materials.

Review certificate of compliance and field verification

Y Periodic 1

Structural steel welding:

Shop and field inspection

a. Complete and partial penetration groove welds

Y Continuous 1

b. Multi-pass fillet welds

Y Continuous 1

c. Single-pass fillet welds > 5/16"

N Continuous -

d. Single-pass fillet welds < 5/16"

Y Periodic 1

e. Floor and roof deck welds Y Periodic 1

Reinforcing steel welding

Shop and field inspection

a. Verification of weldability of steel other than ASTM A 706

Y Periodic 1

b. Reinforcing steel-resisting flexural and axial forces in intermediate and special moment frames, and boundary elements of special concrete shear walls, and shear reinforcement

N Continuous -

c. Shear reinforcement N Continuous -

d. Other reinforcing steel

N Periodic -

Inspection of steel frame joint details for compliance with approved construction documents.

Field inspection

a. Details such as bracing & stiffening

N Periodic -

b. Member locations Y Periodic 1

c. Application of joint details at each connection

Y Periodic 1

1704.4 Concrete Construction

Inspection of reinforcing steel installation.

Field inspection

Y Periodic 1

Inspection of prestressing steel installation.

In-plant or field review

N Periodic -

Inspection of prestressed concrete:

In-plant or field review

a. Application of prestressing force

N Continuous -

b. Grouting of bonded prestressing tendons in the seismic-force-resisting system

N Continuous -

Inspection of anchor bolts to be installed in concrete prior to and during placement of concrete where allowable loads have been increased per IBC section 1911.5 or where strength design is used

Field inspection

Y Continuous 1

Inspection of anchors and reinforcing steel installed in hardened concrete:

verify anchor type, anchor dimensions, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, concrete minimum thickness, anchor embedment and tightening torque

Field inspection

Y

Periodic, or as required by

ICC-ES Report

Verify use of approved design mix

Field review Y Periodic 1

Fresh concrete sampling Field testing

Y Continuous 1

Inspection of concrete and shotcrete placement for proper application techniques

Field inspection

Y Continuous 1

Concrete and shotcrete curing operations

Field inspection

Y Periodic 1

Erection of precast concrete members Field inspection

N Periodic -

Concrete strength testing and verification of compliance with construction documents

Field testing and review of laboratory reports

Y Periodic 1

Verification of in-situ concrete strength, prior to stressing of tendons in post tensioned concrete and prior to removal of shores and forms from beams and structural slabs

Review field testing and laboratory reports

N Periodic -

Inspection of formwork for shape, lines, location and dimensions

Field inspection

Y Periodic 1

1704.5 Masonry Construction

Verify proportions of site prepared mortar, grout and prestressing grout for bonded tendons.

Field and submittal review

Y Periodic 1

Verify construction of mortar joints Field inspection

Y Periodic 1

Verify location of reinforcement and connectors, and placement of prestressing tendons and anchorages

Field inspection

Y Periodic 1

Verify prestressing technique Field inspection

N Periodic -

Verify size and location of structural masonry elements.

Field and submittal review

Y Periodic 1

Verify type, size, and location of anchors, including details of anchorage of masonry to structural members, frames, or other construction.

Field inspection

N

Level 1 -

Periodic

Y

Level 2 -

Continuous

Verify size, grade, and type of reinforcement

Field inspection

Y Periodic 1

Verify welding of reinforcing bars Field inspection

Y Continuous 1

Verify protection of masonry during hot/cold weather

Field inspection

Y Periodic 1

Verify grout space is clean prior to grouting

Field inspection

N

Level 1 -

Periodic

Y

Level 2 -

Continuous

Verify grout placement complies with code and construction document provisions

Field inspection

Y Continuous 1

Testing of grout specimens, mortar specimens, and/or prisms required by construction documents

Field testing

Y Periodic 1

Observe preparation of prisms required by construction documents

Field inspection

Y Continuous 1

Verify compliance with required testing and inspection provisions of construction documents and the approved submittals

Field testing and inspection

Y Periodic 1

Verify grade and size of prestressing tendons and anchorages

Field inspection

N Periodic -

Verify proper grouting of prestressing tendons

Field inspection

N Continuous -

Verify application and measurement of prestressing force

Field inspection

N

Level 1 -

Periodic

N

Level 2 -

Continuous

1704.6 Wood Construction

Inspection of the fabrication process of wood structural elements and assemblies in accordance with

Section 1704.2

In-plant review

N Periodic -

For high-load diaphragms, verification of grade and thickness of structural panel sheathing

Field inspection

N Periodic -

For high-load diaphragms, verify nominal size of framing members at adjoining panel edges, nail or staple diameter and length, number of fastener lines, and that spacing between fasteners in each line and at edge margins agrees with approved bldg plans

Field inspection

N Periodic -

1704.7 Soils

Verify materials below shallow foundations are adequate to achieve the design bearing capacity

Field inspection

Y Periodic 1

Verify excavations are extended to proper depth and have reached proper material

Field inspection

Y Periodic 1

Perform classification and testing of controlled fill materials

Field inspection

Y Periodic 1

Verify use of proper materials, densities, and lift thicknesses during placement and compaction of controlled fill

Field inspection

Y Continuous 1

Prior to placement of controlled fill, observe subgrade and verify that site has been prepared properly

Field inspection

Y Periodic 1

1704.8 Pile Foundations

Verify pile materials, sizes and lengths comply with requirements

Field inspection and submittal review.

N Continuous -

Verify capacities of test piles and results of additional load tests, as required

Field inspection and submittal review.

N Continuous -

Observe pile driving operations and maintain complete and accurate records for each pile

Field inspection and submittal review. Submittal to the bldg official of the results of pile load tests.

N Continuous -

Verify placement locations and plumbness, confirm type and size of hammer, record number of blows per foot of penetration, verify required penetrations to achieve design capacity, record tip and butt elevations, and document any pile damage

Field inspection and submittal review

N Continuous -

For steel piles, perform additional inspections per Section 1704.3

See Section

1704.3

N

See Section

1704.3

For concrete piles and concrete-filled piles, perform additional inspections per Section 1704.4

See Section

1704.4

N

See Section

1704.4

For specialty piles, perform additional inspections as determined by the registered design professional in responsible charge

Field inspection

N Periodic -

N Continuous -

For augered uncased piles and caisson piles, perform inspections per

Section 1704.9

See Section

1704.9

N

See Section

1704.9

1704.9 Pier Foundations

Observe drilling operations and verify that complete and accurate records are maintained for each pier.

Field inspection and submittal review.

N Continuous -

Verify placement locations and plumbness, confirm pier diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable), and adequate end bearing strata capacity.

Field inspection and submittal review.

N Continuous -

For concrete piers, perform additional inspections per Section 1704.4.

See Section

1704.4

N

See Section

1704.4

For masonry piers, perform additional inspections per Section 1704.5.

See Section

1704.5

N

See Section

1704.5

1704.10 Sprayed Fire-resistant Materials

Verify surface condition preparation of structural members.

Field inspection

N Periodic -

Verify application of sprayed fire-resistant materials.

Field inspection

N Periodic -

Verify average thickness of sprayed fire-resistant materials applied to structural members.

Field inspection

N Periodic -

Verify density of the sprayed fire-resistant material complies with approved fire-resistant design.

Field inspection and submittal review

N Periodic -

Verify the cohesive/adhesive bond strength of the cured sprayed fire-resistant material.

Field inspection and submittal review

N

Per IBC section

1704.101.5

1704.11 Mastic and Intumescent Fire-Resistant Coatings

Inspect mastic and intumescent fire-resistant coatings applied to structural elements and decks, in accordance with AWCI 12-B.

Field inspection

N Periodic -

1704.12 Exterior Insulation and Finish Systems (EIFS)

Verify materials, details and installations are per construction documents.

Field inspection

N Periodic -

1704.13 Special Cases

Work unusual in nature, including but not limited to alternative construction materials, unusual design applications, systems or materials with special manufacturer requirements.

Submittal review, shop inspection and/or field inspection.

N - -

1704.14 Smoke Control Systems

Leakage testing and recording of device locations prior to concealment.

Field testing

Y Periodic 1

Prior to occupancy and after sufficient completion, pressure difference testing, flow measurements, and detection and control verification.

Field testing

Y Periodic 1

1707.2 Structural Steel Special Inspections for Seismic Resistance Continuous inspection of structural welding in accordance with AISC 341, Seismic Provisions

Shop and field inspection

N Continuous -

1707.3 Structural Wood Special Inspections for Seismic Resistance Inspection of field gluing operations of elements of the seismic-force resisting system.

Field inspection

N Continuous -

Inspection of nailing, bolting, anchoring and other fastening of components within the seismic-force-resisting system.

Shop and field inspection

N Periodic -

1707.4 Cold-formed Steel Framing Special Inspections for Seismic Resistance Inspection during welding operations of elements of the seismic-force-resisting system.

Shop and field inspection

N Periodic -

Inspections for screw attachment, bolting, anchoring and other fastening of components within the seismic-force-resisting system.

Shop and field inspection

N Periodic -

1707.5 Pier Foundations Special Inspections for Seismic Resistance Inspection during placement of reinforcing.

Field inspection N Periodic -

Inspection during placement of concrete. Field inspection

N Continuous -

1707.6 Storage Racks and Access Floors Special Inspections for Seismic Resistance Inspection during the anchorage of access floors and storage racks 8 feet or greater in height.

Field inspection

N Periodic -

1707.7 Architectural Components Special Inspections for Seismic Resistance Inspection during the erection and fastening of exterior cladding and interior and exterior veneer.

Field inspection

N Periodic -

Inspection during the erection and fastening of interior and exterior non load bearing walls.

Field inspection

N Periodic -

1707.8 Mechanical and Electrical Components Special Inspections for Seismic Resistance Inspection during the anchorage of electrical equipment for emergency or standby power systems.

Field inspection

N Periodic -

Inspection during the anchorage of other electrical equipment.

Field inspection

N Periodic -

Inspection during installation of piping systems intended to carry flammable, combustible, or highly toxic contents and their associated mechanical units.

Field inspection

N Periodic -

Inspection during the installation of HVAC ductwork that will contain hazardous materials

Field inspection

N Periodic -

Inspection during the installation of vibration isolation systems.

Field inspection

N Periodic -

1707.9 Designated Seismic System Verification

Inspect and verify that that the component label, anchorage or mounting conforms to the certificate of compliance in accordance with 1708.5.

Field inspection

N Periodic -

1707.10 Seismic Isolation System

Inspection during the fabrication and installation of isolator units and energy dissipation devices used as part of the seismic isolation system.

Shop and field inspection

N Periodic -

1708.1 Masonry Testing and Verification for Seismic Resistance Certificates of compliance used in masonry construction

Review submittals Y Each submittal 1

Verification of f'm and f'AAC prior to construction

Review submittals Y Each Submittal 1

Verification of f'm and f'AAC every 5000

SF during construction

Review submittals and field testing

Y Periodic 1

Verification of proportions of materials in mortar and grout as delivered to the site

Field review Y Periodic 1

1708.3 Reinforcing and Prestressing Steel Testing for Seismic Resistance Review certified mill test reports for each shipment of reinforcing steel used to resist flexural, shear and axial forces in concrete intermediate frames, special moment frames and special concrete or masonry shear walls.

Review testing reports

N Each submittal -

Verify reinforcing steel weldability of

ASTM A615 reinforcing used to resist seismic flexural and axial forces in special moment frames and shear walls

Review testing reports

N Each submittal -

1708.4 Structural Steel Testing for Seismic Resistance

Test In accordance with the quality assurance requirements of AISC 341, Seismic Provisions

Shop and field testing

N Per AISC 341 -

Ultrasonically test for discontinuities behind and adjacent to welds with base metal thicker than 1.5 inches where subject to through-thickness weld shrinkage strains.

Shop and field testing

N

Each occurrence

1708.5 Seismic Qualification of Mechanical and Electrical Equipment

Review certificate of compliance for designated seismic system components

Certificate of compliance review

N Each submittal -

1708.6 Seismicly Isolated Structures

Test seismic isolation system in accordance with ASCE 7 Section 17.8

Prototype testing N Per ASCE 7 -

* INSPECTION AGENTS (Include Name, Firm, Address and Telephone Number)

1. Special Inspector (Firm to be determined)

2. Structural Engineer-of-Record (LBYD, Inc. 716 S 30th St Birmingham, AL 35233 205-251-4500)

Notes:

1. The inspection and testing agent(s) shall be engaged by the Design Professional or the Special Inspector, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed prior to commencing work. The qualification of the Special Inspector(s) and/or testing agencies may be subject to the approval of the Design Professional.

2. The list of Special Inspectors may be submitted as a separate document, if noted so above

3. Inspection of fabrications is not required where the fabricator is approved in accordance with IBC Section 1704.2.2

Are Requirements for Seismic Resistance included in the Statement of Special Inspections? □ Yes ■No

Are Requirements for Wind Resistance included in the Statement of Special Inspections? □Yes ■No

FAYETTE

S-300

S-300

S-301

FAYETTE

S-300

S-300

S-300

S-300

S-300

S-300

S-300

S-300

FAYETTE

FAYETTE

S-301

FAYETTE

1708 Peachtree St.

Suite 210

Atlanta, GA 30309

404/355-9334 main

404/835-1118 fax

M001

Atlanta, GA 30309

404/355-9334 main

M002

ROOFTOP AIR CONDITIONING UNIT

ROOF DECK

TURNING VANES

CEILING

S.A.

WATERTIGHT

FLASHING

ROOFING

MATERIALS

6" BLANKET

INSULATION

UNDER UNIT

PROVIDE AIRTIGHT

NON-HARDENING SILICONE

A MAXIMUM OF 1" LARGER

PENETRATIONS.OPENINGS

THAN DUCT SIZE.

1" ACOUSTICAL DUCT

LINER

CAULK SEAL AT ALL

IN DECK SHALL BE

BETWEEN UNIT AND

ROOF CURB

CURB

PROVIDE GASKET

SIZE OF UNIT CONNECTION

TRAPPED CONDENSATE

DRAIN LINE FULL

MECHANICAL - FLOOR PLAN

Scale: 1/8" = 1'-0"

1708 Peachtree St.

Suite 210

Atlanta, GA 30309

404/355-9334 main

404/835-1118 fax

M101

DETAIL - ROOF TOP UNIT

Scale: NONE

Atlanta, GA 30309

404/355-9334 main

404/835-1118 fax

FP001

DETAIL - NEW SERVICE CONNECTION

Scale: NONE

FIRE PROTECTION - FLOOR PLAN

Scale: 1/8" = 1'-0"

1708 Peachtree St.

Suite 210

Atlanta, GA 30309

404/355-9334 main

FP101

P001

WATER HEATER DETAIL

Scale: NOT TO SCALE

1708 Peachtree St.

Suite 210

Atlanta, GA 30309

404/355-9334 main

Atlanta, GA 30309

404/355-9334 main

404/835-1118 fax

P101

PLUMBING - WASTE FLOOR PLAN

Scale: 1/8"=1'-0"

PLUMBING - PARTIAL EXISTING FLOOR PLAN

Scale: 1/8"=1'-0"

PLUMBING - WASTE RISER DIAGRAM

Scale: NOT TO SCALE

PLUMBING - WATER & GAS PLAN

Scale: 1/8" = 1'-0"

1708 Peachtree St.

Suite 210

Atlanta, GA 30309

404/355-9334 main

P102