PLANS_939_014 Autrey Mill Village (BLD Set).pdf

PDF 24 MB Posted Jan 22, 2024

Attached to: Autrey Mill Nature Preserve Amphitheater Construction
Solicitation number: PE-66799-NONST-2024-000000007
Issued by: Fulton County, Georgia

About this file

Written by GovTribe AI · Aug 26, 2024

This document appears to be a set of construction plans for the Autrey Mill Village project. The plans are issued by the State of Georgia and are for the construction of a building at this location. The plans provide detailed specifications and drawings for the construction of the building, including architectural, structural, electrical, and plumbing details. No specific request for bids or proposal deadlines are included in this set of plans, but they likely represent the technical requirements for a construction contract that will be competitively bid.

The plans do not contain any pricing information, set-asides, or details regarding the procurement process. This appears to be the technical specification portion of the contract documents, which would typically be issued separately from the solicitation and pricing requirements. Additional contract documents or a separate solicitation would be required to determine the full scope, schedule, and commercial terms of this construction project.

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Other files

File	Type	Posted
24_050 Addend 1.pdf	PDF	Jan 22, 2024
24_050 Addendum _2.pdf	PDF	Jan 22, 2024
24_050 Award.pdf	PDF	Jan 22, 2024
24_050 NOIA.pdf	PDF	Jan 22, 2024
24_050 AMNP Amphitheater Bids.pdf	PDF	Jan 22, 2024
24_050 Sample Contract.pdf	PDF	Jan 22, 2024
SPECS_939_014 Autrey Mill Village_20240115.pdf	PDF	Jan 22, 2024
24_050 Bid Packet.pdf	PDF	Jan 22, 2024

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TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF JOHNS CREEK

11360 LAKEFIELD DRIVE

JOHNS CREEK, GA 30097

(678) 512-3264

ERICA MADSEN, P.E.

ILL

K, G A

9, 1S T

, 1

939.014

COVER

G-1

2023-08-30

AS SHOWN

AWP

JAC

JOHNS CREEK, GA

RELEASED FOR CONSTRUCTION

BID SET 10/25/2023

VICINITY MAP

NOT TO SCALE

PREPARED BY:

ISSUED:

AUGUST 30, 2023

939.014

9770 AUTREY MILL ROAD

JOHNS CREEK, GA 30022

LL 139, 1ST DISTRICT, 1ST SECTION, PARCEL #: 11 041001390070

ZONED: AG-1

AUTREY MILL

HERITAGE VILLAGE

24 HR CONTACT:

ERICA MADSEN, PE

678-512-3264

PROJECT DIRECTORY

OWNER/DEVELOPER/LOCAL ISSUING

AUTHORITY

CITY OF JOHNS CREEK

11360 LAKEFIELD DRIVE

JOHNS CREEK, GA 30097

678-512-3264

CONTACT: ERICA MADSEN

LANDSCAPE ARCHITECT &

CIVIL ENGINEER

FORESITE GROUP, LLC.

3740 DAVINCI CT. SUITE 100

PEACHTREE CORNERS, GA 30092

(770) 368-1399

CONTACT: ANTHONY PAPPAS, RLA

JOSHUA CARNES, PE

SURVEYOR

THOMAS & HUTTON

5074 BRISTOL INDUSTRIAL WAY; SUITE A

BUFORD, GA 30518

(770) 271-2868

UTILITY PROVIDERS

WATER & SANITARY SEWER SERVICE PROVIDER

FULTON COUNTY PUBLIC WORKS

141 PRYOR ST. SW

ATLANTA, GA 30303

404-612-4000

ELECTRICAL SERVICE PROVIDER

SAWNEE EMC

543 ATLANTA ROAD

CUMMING, GA 30040

770-887-2363

CONTACT: JONATHAN MEEKS & TED BROWN

Foresite Group, LLC 3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 o | 770.368.1399 f | 770.368.1944 w | www.foresitegroup.net o | 770.368.1399 f | 770.368.1944 w | www.foresitegroup.net

CERTIFICATION STATEMENT:

"I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE DESIGNED SYSTEM OF THE BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR 100001.

ADDITIONALLY, I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY

AUTHORIZED AGENT, UNDER MY SUPERVISION."

SIGNATURE OF ENGINEER DATE

0000077160 08/28/2024

CERTIFICATION # EXPIRATION

"I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT CERTIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS."

SIGNATURE OF PRIMARY PERMITEE DATE

CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON COMPLETION OF INITIAL EROSION BMP'S AS SHOWN ON EROSION SHEETS IN ORDER FOR ENGINEER TO SCHEDULE THE INITIAL 7 DAY EROSION CONTROL INSPECTION. THE CONTRACTOR SHALL VERIFY THAT ALL EXISTING INITIAL BMP'S ARE INSTALLED PROPERLY. ALL COMPENSATION FOR DESIGN ENGINEER'S REINSPECTION TO VERIFY THAT THE INITIAL BMP'S ARE PROPERLY INSTALLED WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

SITE

SITE DISTURBED AREA = 0.52 AC.

SITE DEVELOPMENT PLANS FOR:

AS USED HEREIN, THE WORD CERTIFY SHALL MEAN AN EXPRESSION OF THE CONSULTANT’S PROFESSIONAL OPINION TO THE BEST OF ITS INFORMATION, KNOWLEDGE, AND BELIEF, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE BY THE CONSULTANT.

ACTIVITY

1.0

MTH

2.0

MTH

3.0

MTH

4.0

MTH

ANTICIPATED ACTIVITY SCHEDULE

BEGIN CONSTRUCTION:

END CONSTRUCTION:

01/01/2024 05/01/2024

INSTALL SEDIMENT

CONTROLS

DEMOLITION

CLEARING, GRUBBING,

& GRADING

GRASS TEMP.

BUILDING

CONSTRUCTION

MAINTAIN EROSION

CONTROL

PAVING

FINAL LANDSCAPING

DISPOSITION OF TEMP.

SEDIMENT CONTROLS

Pl ot te d on

Sh ee t S ca le

O H

N S

C R

E\ D

W G

\G -1

C O

.D W

/2 5/

P M

O N

PROJECT SUMMARY:

PROJECT INCLUDES DEMOLITION OF THE EXISTING AMPHITHEATER AND

CONSTRUCTION OF A NEW AMPHITHEATER AND ADJACENT PARKING.

SHEET INDEX

COVER

NOT RELEASED FOR CONSTRUCTION

10/25/2023

OVERALL PLAN

SURVEY

DEMOLITION PLAN - STAGE AND AMPHITHEATER

SITE & PAVING PLAN - STAGE AND AMPHITHEATER

GRADING & DRAINAGE PLAN - STAGE AND AMPHITHEATER

STORM DRAINAGE PROFILES

G-3 G-1

V-1 C-0.1 C-1.1 C-2.1 C-2.4 C-3 C-4.3.1 C-4.4.1 C-4.5.1 C-5

UTILITIES PLAN

SINITIAL ESPC PLAN - STAGE AND AMPHITHEATER

INTERMEDIATE ESPC PLAN - STAGE AND AMPHITHEATER

FINAL ESPC PLAN - STAGE AND AMPHITHEATER

SPAVING DETAILS

C-6 C-6.1

LS-0

CONSTRUCTION DETAILS

GENERAL NOTES

CONSTRUCTION DETAILS

STAGE FOUNDATION PLANS-1

S-2 STAGE FRAMING PLANS

COVERED STAGE DETAILS

ELECTRICAL LEGEND AND GENERAL NOTES

ELECTRICAL POWER & LIGHTING PLAN

ELECTRICAL SPECIFICATIONS

E-1.0 E-2.0 E-3.0

S-3

110 139

A P

P R

O X

A N

D L

O T

AUTREY M

ILL RO

APPARENT 30' R/W

N/F

CITY OF JOHNS CREEK

PIN #11 041001390070

DB. 49213 PG. 7

APPROX. EX. R/W

OHP

UG/E

UG/EUG

UG/E

SHED

STORY

FRAME

STORY

FRAME

STORY

FRAME

STORY

FRAME

STORY

FRAME

STORY

FRAME

SHED

STORAGE

PERGOLA

OHP

PER

PORCH

WATER

SPIGOT

WATER

SPIGOT

WATER

FOUNTAIN

WATER

SPIGOT

POWER

OUTLET

WOOD FENCE

GATE

OOD F

ENCE

OOD F

WOOD FENCE

W O

D FENCE

W O

D FENCE

WOOD FENCE

ATE

WOOD FENCE

GATE

OOD FE

NCE

ROCK W

ALL

TIMBER

WALL

GRANITE

WALL

TIMBER

WALL

WATER

SPIGOT

ICV

TRENCH

DRAIN

HC SIGN

GREEN

HOUSE

SWING

SET

4X4

POST

GRAVEL

4X4

POST

4X4

POSTS

SHED

BENCH

PADS

MONUMENT

4X4

POST TRAIL

ENTRANCE

4X4

POST

4X4

POST

MILLERS TRAIL

DISPLAY

BOX

PROPANE

TANK

RECYCLE

BIN

STORAGE

RAISED

BEDS

(TYP.)

OUT

HOUSE

DISPLAY

RCH

WATER

SPIGOT

STORY

FRAME

VISITOR

CENTER

DISPLAY

BOX

FARM MUSEUM

SIGN (TYP.)

W A

G T

R A

WALKING TRAIL

4X4

DRAIN

TOP=1017.22

OUT=1013.22

1X1'

VISITORS

CENTER

SIGN

HERITAGE GUARD

BUTTERFLY

GARDEN

GREEN STORE

HC SIGN

POLE

BARN

NATURE

CLASSROOM

HC SIGN

STORY

FRAME

DISPLAY

BOX

4X4

POST

4X4

POST

D P

W O

D FENCE

C O

N C

PORCH

RAISED

BEDS

(TYP.)

GOAT

FEED

DISPLAY

(TYP.)

4X4

POST

DISPLAY

WATER

SPIGOT

BLOCK

WALL

TURTLE

ENCLOSURE

DUCK

POND

DECK

GOAT

HOUSE

SID

ALK

SIDEW

ALK

BOC

GAZEBO

CHICK

COUP

BRICK

SIDEWALK

983.9 X

991.8 X

RIP-RAP

DITCH

15"HDPE APPROX

DIRECTION

12"HDPE

TOP=997.69

OUT=995.79

STEPS

STONE

STEPS

SIDEW

ALK

BRICK

WALK

(TYP.)

BRICK

WALK

(TYP.)

SHED

MATCHLINE C-X.2

MATCHLINE C-X.1

MATCHLINE C-X.3

MATCHLINE C-X.2

MATCHLINE C-X.1

AUTREY M

ILL RO

APPARENT 30' R/W

AUTREY M

ILL ROAD

APPARENT 30' R/W

OHP

110 139

A P

P R

O X

A N

D L

O T

AUTREY M

ILL RO

APPARENT 30' R/W

N/F

CITY OF JOHNS CREEK

PIN #11 041001390070

DB. 49213 PG. 7

APPROX. EX. R/W

OHP

UG/E

UG/EUG

UG/E

SHED

STORY

FRAME

STORY

FRAME

STORY

FRAME

STORY

FRAME

STORY

FRAME

STORY

FRAME

SHED

STORAGE

PERGOLA

OHP

PER

PORCH

WATER

SPIGOT

WATER

SPIGOT

WATER

FOUNTAIN

WATER

SPIGOT

POWER

OUTLET

WOOD FENCE

GATE

OOD F

ENCE

OOD F

WOOD FENCE

W O

D FENCE

W O

D FENCE

WOOD FENCE

ATE

WOOD FENCE

GATE

OOD FE

NCE

ROCK W

ALL

TIMBER

WALL

GRANITE

WALL

TIMBER

WALL

WATER

SPIGOT

ICV

TRENCH

DRAIN

HC SIGN

GREEN

HOUSE

SWING

SET

4X4

POST

GRAVEL

4X4

POST

4X4

POSTS

SHED

BENCH

PADS

MONUMENT

4X4

POST TRAIL

ENTRANCE

4X4

POST

4X4

POST

MILLERS TRAIL

DISPLAY

BOX

PROPANE

TANK

RECYCLE

BIN

STORAGE

RAISED

BEDS

(TYP.)

OUT

HOUSE

DISPLAY

RCH

WATER

SPIGOT

STORY

FRAME

VISITOR

CENTER

DISPLAY

BOX

FARM MUSEUM

SIGN (TYP.)

W A

G T

R A

WALKING TRAIL

4X4

DRAIN

TOP=1017.22

OUT=1013.22

1X1'

VISITORS

CENTER

SIGN

HERITAGE GUARD

BUTTERFLY

GARDEN

GREEN STORE

HC SIGN

POLE

BARN

NATURE

CLASSROOM

HC SIGN

STORY

FRAME

DISPLAY

BOX

4X4

POST

4X4

POST

D P

W O

D FENCE

C O

N C

PORCH

RAISED

BEDS

(TYP.)

GOAT

FEED

DISPLAY

(TYP.)

4X4

POST

DISPLAY

WATER

SPIGOT

BLOCK

WALL

TURTLE

ENCLOSURE

DUCK

POND

DECK

GOAT

HOUSE

SID

ALK

SIDEW

ALK

BOC

GAZEBO

CHICK

COUP

BRICK

SIDEWALK

983.9 X

991.8 X

RIP-RAP

DITCH

15"HDPE APPROX

DIRECTION

12"HDPE

TOP=997.69

OUT=995.79

STEPS

STONE

STEPS

SIDEW

ALK

BRICK

WALK

(TYP.)

BRICK

WALK

(TYP.)

SHED

MATCHLINE C-X.2

MATCHLINE C-X.1

MATCHLINE C-X.3

MATCHLINE C-X.2

MATCHLINE C-X.1

AUTREY M

ILL RO

APPARENT 30' R/W

AUTREY M

ILL ROAD

APPARENT 30' R/W

OHP

UG/E

UG/E UG/E

UG/E

OHP

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF JOHNS CREEK

11360 LAKEFIELD DRIVE

JOHNS CREEK, GA 30097

(678) 512-3264

ERICA MADSEN, P.E.

\93

9.0

ILL

G- 3 O

P lot ted on

: 1 0/2

5/2

3 3 :50

:16

B y:S

I S he et

Sc ale

:1"

ILL

K, G A

9, 1S T

, 1

939.014

OVERALL PLAN

G-3

2023-08-30

1" = 40'

AWP

JAC

JOHNS CREEK, GA

1" = 40'

40 20 40 80

SCALE IN FEET

AMPHITHEATER &

PARKING AREA- PHASE I

HERITAGE VILLAGE

LOWER CAMPUS - PHASE II

HERITAGE VILLAGE

UPPER CAMPUS - PHASE II

NOT RELEASED FOR CONSTRUCTION

GRID NORTH

GA WEST ZONE

V I C I N I T Y M A P not to scale

LEGEND

WATER VALVE

WATER MANHOLE

WATER METER

CONTROL POINT

TELEPHONE MANHOLE

SANITARY MANHOLE

SIGN

POWER POLE

TELEPHONE BOX

MAIL BOX

LIGHT POLE

IRON PIPE (SIZE & TYPE)

GUY WIRE

GAS VALVE

GUY POLE

GAS METER

GRATE INLET

FIRE HYDRANT

ELECTRIC MANHOLE

ELECTRIC METER

ELECTRIC BOX

CABLE BOX

CONC. MONUMENT SET

CONC. MONUMENT FOUND

POINT (NO MONUMENT)

BENCHMARK

CLEAN OUT

WATER VALVE MARKER

AUTREY MILL NATURE PARK RESERVE

LAND LOT 139

1TH DISTRICT , 1ST SECTION FULTON COUNTY - GEORGIA

SHEET OF 11

field 06/01/23 plat 06/16/23 drawn

DGU

reviewed

CCB

crew

14096E

5074 Bristol Industrial Way • Suite A Buford, GA 30518 • 770-271-2868 www.thomasandhutton.com

PROJECT:

CITY OF JOHNS CREEK

CONTACT:

ERICA S. MADSEN, PE

(678) 512-3264

Erica.Madsen@johnscreekga.gov

PREPARED FOR:

TASK:

TOPOGRAPHIC SURVEY

OLD ALABAMA RD

G R

O R

A W

AUTREY MILL RD

SITE

GENERAL NOTES:

1. ACCORDING TO FULTON COUNTY F.I.R.M. PANEL No. 13121C0088G MAP HAVING

AN EFFECTIVE DATE OF SEPTEMBER 18, 2013, NO PORTION OF THE TOPOGRAPHIC

LIMITS SHOWN ON THIS SURVEY IS LOCATED WITHIN A ZONE "A".

2. DATE OF FIELD SURVEY 06/01/23.

3. THE CERTIFICATION, AS SHOWN HEREON, IS PURELY A STATEMENT OF

PROFESSIONAL OPINION BASED ON KNOWLEDGE, INFORMATION AND BELIEF, AND

BASED ON EXISTING FIELD EVIDENCE AND DOCUMENTARY EVIDENCE AVAILABLE.

THE CERTIFICATION IS NOT AN EXPRESSED OR IMPLIED WARRANTY OR GUARANTEE.

WHERE A CONFLICT EXISTS BETWEEN THE RULES OF THE GEORGIA BOARD OF

REGISTRATION FOR PROFESSIONAL ENGINEERS AND LAND SURVEYORS AND

O.C.G.A. 15-6-67, THE REQUIREMENTS OF LAW PREVAIL.

4. TAX MAP NUMBERS: 11 0410013900 70

PROPERTY OWNER: CITY OF JOHNS CREEK

5. DEED REFERENCE: DB 49213, PG 7

6. THE SUBJECT PROPERTY HAS DIRECT ACCESS TO THE PUBLIC RIGHT-OF-WAY OF

AUTREY MILL ROAD.

7. ELEVATIONS SHOWN ARE BASED UPON NORTH AMERICAN VERTICAL DATUM OF

1988.

8. CONTOURS SHOWN ARE AT A TWO (2) FOOT CONTOUR INTERVAL.

9. CONTOURS SHOWN WERE FIELD RUN BY THOMAS AND HUTTON ON JULY 1, 2023.

10. A TRIMBLE S6 ROBOTIC TOTAL STATION WAS USED TO OBTAIN THE LINEAR AND

ANGULAR MEASUREMENTS USED IN THE PREPARATION OF THIS PLAT.

TOPOGRAPHIC SURVEY NOTE:

BOUNDARY INFORMATION SHOWN ON THIE PLAT WAS TAKEN FROM FULTON COUNTY GIS. THE

SURVEYOR'S CERTIFICATION EXTENDS ONLY TO THE TOPOGRAPHIC AND/OR GEOSPATIAL ASPECTS SHOWN HEREON, AND THAT THIS TOPOGRAPHIC SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY

AND IS NOT TO BE RECORDED OR USED TO CONVEY TITLE OR INTEREST IN THE PROPERTY.

TOPOGRAPHIC SURVEY NOTE:

1. THE SURVEYOR'S CERTIFICATION EXTENDS ONLY TO THE TOPOGRAPHIC AND/OR

GEOSPATIAL ASPECTS SHOWN HEREON, AND THAT THIS TOPOGRAPHIC SURVEY DOES

NOT CONSTITUTE A BOUNDARY SURVEY AND IS NOT TO BE RECORDED OR USED TO

CONVEY TITLE OR INTEREST IN THE PROPERTY.

http://www.thomasandhutton.com

OHP

UG/E

UG/E UG/E

UG/E

AMPHITHEATER

SEATING

STAGE

STORY

FRAME

RECYCLE

BIN

W O

O D

FEN

W O

O D

FEN

STAGE

4X4

POST

4X4

POSTS

4X4

POST

4X4

POST

RAMP

GRAVEL

BOOTH

DISPLAY

PETS ON LEASH

D P

PORCH

983.9 X

991.8 X

12"HDPE

TOP=997.69

OUT=995.79

STEPS

WOOD SIGNAGE

STRUCTURE

MATCHLINE C-X.2

MATCHLINE C-X.1

LOD

LODLOD

LOD

LODLODLOD

LOD

LOD LOD

LOD

MATCHLINE C-X.1

AUTREY M

ILL RO

APPARENT 30' R/W

OHP

EXISTING STAGE, ACCESS RAMP,

AND SEATING

(TO BE REMOVED, TYP.)

EXISTING TREES

(TO BE CLEARED, TYP.)

EXISTING GUY WIRE

(TO BE REMOVED,

AND RELOCATED)

EXISTING STAGE

(TO BE REMOVED, TYP.)

EXISTING GRATE INLETS

AND STORM LINE

(TO REMAIN, TYP.)

EXISTING BRICK STEPS

(TO BE REMOVED, TYP.)

EXISTING WOOD FENCE

(TO BE REMOVED, TYP.)

EXISTING 12" HDPE

(TO BE REMOVED)

EXISTING PIPE AND

OUTFALL.

CONTRACTOR TO TV AND

LOCATE/CONFIRM PIPE

DEPTHS AND UPSTREAM

STRUCTURE CONNECTION,

AND COORDINATE WITH

ENGINEER PRIOR TO

EXCAVATION.

CONTRACTOR

RESPONSIBLE FOR

DAMAGE TO EXISTING

LINE.

EXISTING HISTORIC BUILDING, (TO

REMAIN PROTECTED IN PLACE.)

CONTRACTOR RESPONSIBLE FOR

DAMAGES

TREE PROTECTION

FENCE (TYP.)

TREE PROTECTION

FENCE (TYP.)

EXISTING WOOD

SIGNAGE STRUCTURE

(TO BE REMOVED)

CONTRACTOR TO REMOVE

EXISTING GAB/STONE DOWN TO

SUB-GRADE, ADJUST SUB-GRADE

PER GRADING PLAN, AND

PREPARE SUB-GRADE TO

RECEIVE NEW GAB AS SHOWN

IN DETAIL ON SHEET C-5

"CONTRACTOR TO FLAG ALL

TREES OVER 12" DBH FOR

REVIEW BY LANDSCAPE

ARCHITECT PRIOR TO REMOVAL."

"CONTRACTOR TO FLAG

ALL TREES OVER 12" DBH

FOR REVIEW BY

LANDSCAPE ARCHITECT

PRIOR TO REMOVAL."

"CONTRACTOR TO FLAG ALL

TREES OVER 12" DBH FOR

REVIEW BY LANDSCAPE

ARCHITECT PRIOR TO REMOVAL."

"CONTRACTOR TO FLAG

ALL TREES OVER 12"

DBH FOR REVIEW BY

LANDSCAPE ARCHITECT

PRIOR TO REMOVAL."

EXISTING UG/E

(TO BE REMOVED)

EXISTING UG/E

(TO REMAIN)

EXISTING TREES

(TO BE CLEARED, TYP.)

EXISTING OHP TO BE

DISCONNECTED AND

RELOCATED TO NEW POLE

LOCATION. (SEE SITE AND

UTILITY PLANS). COORDINATE

WITH UTILITY COMPANY FOR

ALL CONNECTIONS, TYP.

EXISTING SS LINE LOCATED BY

GIS. CONTRACTOR TO TV MAIN

LINE AND LATERAL TO LOCATE

AND CONFIRM LOCATION AND

DEPTHS OF LINE, AND

DOWNSTREAM STRUCTURE

INVERT W/ ENGINEER PRIOR TO

EXCAVATION. CONTRACTOR

RESPONSIBLE FOR DAMAGE TO

EXISTING LINE.

EXISTING WOOD POSTS (TO BE

REMOVED, TYP.) SURRENDER ALL

PLAQUES TO OWNER, TYP.

EXISTING WOOD FENCE

(TO BE REMOVED, TYP.)

EXISTING WOOD POSTS (TO BE

REMOVED, TYP.) SURRENDER ALL

PLAQUES TO OWNER, TYP.

EXISTING OHP LOCATED

BY GIS. CONTRACTOR TO

DISCONNECT LINES,

RELOCATE POWER POLE

AND RECONNECT ALL

OHP LINES. COORDINATE

WITH UTILITY COMPANY

AND OWNER FOR POWER

CONNECTIONS PRIOR TO

RELOCATION.

LOD

LODLODLODLODLODLODLODLODLODLODLODLOD

LOD

MATCHLINE C-X.1

EY M

ILL R

APPAR

T 30' R /W

OHP

TREE PROTECTION

FENCE (TYP.)

CONTRACTOR TO REMOVE

EXISTING GAB/STONE DOWN

TO SUB-GRADE, ADJUST

SUB-GRADE PER GRADING

PLAN, AND PREPARE

SUB-GRADE TO RECEIVE NEW

GAB AS SHOWN IN DETAIL ON

SHEET C-5

"CONTRACTOR TO FLAG ALL

TREES OVER 12" DBH FOR

REVIEW BY LANDSCAPE

ARCHITECT PRIOR TO REMOVAL."

EXISTING SS LINE LOCATED BY

GIS. CONTRACTOR TO TV MAIN

LINE AND LATERAL TO LOCATE

AND CONFIRM LOCATION AND

DEPTHS OF LINE, AND

DOWNSTREAM STRUCTURE

INVERT W/ ENGINEER PRIOR TO

EXCAVATION. CONTRACTOR

RESPONSIBLE FOR DAMAGE TO

EXISTING LINE.

EXISTING OHP LOCATED

BY GIS. CONTRACTOR TO

DISCONNECT LINES,

RELOCATE POWER POLE

AND RECONNECT ALL

OHP LINES. COORDINATE

WITH UTILITY COMPANY

AND OWNER FOR POWER

CONNECTIONS PRIOR TO

RELOCATION.

GENERAL NOTES:

1) THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE

DEMOLITION PERMIT FROM THE CITY OF JOHNS CREEK PRIOR

TO DEMOLITION OF THE SITE.

2) ALL INITIAL EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE INSTALLED PRIOR TO ANY WORK INCLUDING

DEMOLITION.

3) ALL CONSTRUCTION RELATED PERMITS DURING THE

CONSTRUCTION PHASE OF THIS PROJECT ARE THE

RESPONSIBILITY OF THE CONTRACTOR.

4) REMOVE SHRUBS AND TREES AS NOTED. GRUB OUT ROOTS

AND STUMPS AND LEGALLY DISPOSE OF DEBRIS.

DEMOLITION NOTES:

1) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY

WITH APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND

UTILITY INSTALLATION CODES.

2) ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN

ACCORDANCE WITH GDOT STANDARD SPECIFICATIONS FOR

ROADS AND STRUCTURES EXCEPT IN CASES WHERE, WITHIN

THE CITY OF JOHNS CREEK JURISDICTION, THE COUNTY

STANDARD SPECIFICATIONS ARE MORE STRINGENT.

3) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON

THESE PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY

FOR LOCATIONS SHOWN, AND IT SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL

UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY

THE OWNER IN CASE OF DISCREPANCIES THAT AFFECT THE

CONSTRUCTION PROJECT.

4) THE CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION OF

AND LIAISON WITH UTILITY COMPANIES IN THE PROCESS OF

LOCATION AND RELOCATION OF AND TIE-IN TO PUBLIC UTILITIES.

5) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT

MAY OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY,

OR ANY EXISTING STRUCTURES WITHIN LIMITS OF

CONSTRUCTION THAT ARE DESIGNATED ON THE PLANS TO

REMAIN, AND SHALL REPAIR OR REPLACE SUCH DAMAGED

PROPERTY TO THE PROPERTY OWNER'S SATISFACTION AT NO

COST TO THE OWNER.

6) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS

AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT

OF THE ENGINEER.

7) CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE CITY

OF JOHNS CREEK AND ALL EXISTING UTILITY PROVIDERS

BEFORE REMOVING ANY/ALL UTILITIES FROM THEIR EXISTING

LOCATION ON THE SITE. THE CONTRACTOR SHALL PERFORM

ALL UTILITY DEMOLITION OR RELOCATION ACTIVITIES IN

ACCORDANCE WITH THE EXISTING UTILITIES SPECIFICATIONS,

MATERIALS, AND REQUIREMENTS.

8) THE CONTRACTOR SHALL SEQUENCE THE WORK AND

PROVIDE TEMPORARY MEASURES AS NECESSARY TO MAINTAIN

ACCESS TO THE SITE THROUGH ALL ENTRANCES AT ALL TIMES

DURING CONSTRUCTION. TEMPORARY PROVISIONS MAY

INCLUDE, BUT ARE NOT LIMITED TO: BARRICADES, FLASHING

LIGHTS, FLAGMAN, TEMPORARY PAVEMENT, AND DIRECTIONAL

SIGNAGE AS NECESSARY TO ACCOMPLISH THE WORK.

9) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS

OF CRANES AND CONSTRUCTION EQUIPMENT OPERATIONS

DURING DEMOLITION ACTIVITY.

10) CONTRACTOR EQUIPMENT SHALL NOT BE PARKED IN

COUNTY, CITY OR STATE RIGHT-OF-WAY, AND MUST BE STORED

WITHIN SITE.

11) COORDINATE WITH THE CITY OF JOHNS CREEK AS

REQUIRED DURING ALL DEMOLITION AND NEW CONSTRUCTION

ACTIVITIES.

12) APPROVAL OF THESE PLANS DOES NOT CONSTITUTE

APPROVAL BY THE CITY OF JOHNS CREEK OF ANY LAND

DISTURBING ACTIVITIES WITHIN WETLAND AREAS. IT IS THE

RESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE

APPROPRIATE REGULATORY AGENCY FOR APPROVAL OF ANY

WETLAND AREA DISTURBANCE.

13) ALL BUFFERS AND SAVE AREAS SHALL BE CLEARLY

IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO

COMMENCEMENT OF ANY LAND DISTURBANCE.

14) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS

MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE

LOCAL, STATE, AND FEDERAL LAWS.

15) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY

DISPOSED OF, OFF SITE.

16) CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER

PRIOR TO ANY EXCAVATION.

17) CONTRACTOR TO POT HOLE EXISTING WATER LINE,

UNDERGROUND ELECTRICAL LINES, GAS LINE, UNDERGROUND

TELEPHONE, FIBER OPTIC, AND ANY OTHER UTILITY LINES

WITHIN THE RIGHT OF WAY DURING DEMOLITION ACTIVITIES

AND COORDINATE FIELD LOCATIONS AND DEPTHS OF THESE

UTILITIES WITH ENGINEER FOR PROPOSED UTILITY CROSSINGS

AND PROPOSED PAVEMENT OVER EXISTING LINES. THESE LINES

MAY REQUIRE RELOCATION.

EROSION CONTROL NOTES

(SEE ALSO EROSION CONTROL PLAN)

1) EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR

TO ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE

MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL

PERMANENT GROUND COVER IS ESTABLISHED IN ALL

DISTURBED AREAS.

2) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND

SHALL PROTECT ADJACENT PAVEMENTS FROM SOIL

ACCUMULATION DURING CONSTRUCTION.

3) ADDITIONAL EROSION CONTROL DEVICES MAY BE

REQUIRED BY THE ENGINEER OR OTHER INSPECTORS AS

DETERMINED BY FIELD CONDITIONS.

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF JOHNS CREEK

11360 LAKEFIELD DRIVE

JOHNS CREEK, GA 30097

(678) 512-3264

ERICA MADSEN, P.E.

ILL

K, G A

9, 1S T

, 1

939.014

DEMOLITION PLAN -

STAGE AND AMPHITHEATER

C-0.1

2023-08-30

1" = 10'

AWP

JAC

JOHNS CREEK, GA

\93

9.0

ILL

C- 0 D

W ted on

: 1 0/2

5/2

3 3 :51

:09

I S he et

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:1"

LEGEND

UTILITIES, FENCE, AND/OR WALL TO BE REMOVED

AND/OR RELOCATED

BUILDING & CONCRETE TO BE REMOVED

ASPHALT, GRAVEL, AND/OR CURB & GUTTER TO BE

REMOVED

TREES AND BRUSH TO BE REMOVED

EXISTING FENCE

LIMITS OF DISTURBANCE

TREE PROTECTION FENCE

LOD LOD LOD

1" = 10'

10 5 10 20

SCALE IN FEET

UG/E

STORY

FRAME

4X4

POST

DISPLAY

PORCH

MATCHLINE C-X.2

MATCHLINE C-X.1

LOD

LODLOD

LOD

LODLODLOD

LOD

LOD LOD

LOD

MATCHLINE C-X.1

AUTREY M

ILL RO

APPARENT 30' R/W

UG/E

OHP

CONNECT TO

EX. PATH

C-6

ACCESSIBLE

PARKING

(TYP.)

C-6

SIDEWALK

POLE

MOUNTED

ACCESSIBLE

SIGNAGE

(TYP.)

C-6.1

CONCRETE STAIRS W/

CHEEKWALL

SECTION D-D' (TYP.)

S-1 COVERED STAGE

SEE STRUCTURAL

C-6.1 AMPHITHEATER SEATING BENCH

(TYP.)

C-5 SLATESCAPE

(TYP.)

C-5 6" CONCRETE CURB

(TYP.)

C-5

STANDARD DUTY

CONCRETE PAVING

(TYP.)

C-5 CONCRETE SIDEWALK

(TYP.)

R12'

R3'

R 110'

R 12'

R19.5'

R5'

13'

18' 20'

17'

3' 4.5'

3' 3'

8' 4.5'

6' 5'

13.2'

11'

32'

14.5'

14'

R5'

C-5 FOUR BOARD FENCE

(TYP.)

CONTRACTOR TO

POTHOLE AND CONNECT

UNDERGROUND ELECTRIC

TO EXISTING

UNDERGROUND ELECTRIC

1.26'

CONTRACTOR TO REMOVE

EXISTING GAB/STONE DOWN

TO SUB-GRADE, ADJUST

SUB-GRADE PER GRADING

PLAN, AND PREPARE

SUB-GRADE TO RECEIVE NEW

GAB AS SHOWN IN DETAIL ON

SHEET C-5

CONTRACTOR TO PROVIDE

EXPANSION JOINT AT THIS

LOCATION.

C-6.1

CONCRETE STAIRS W/

HANDRAIL

SECTION C-C' (TYP.)

20'

1.5' R 80'

R 105.5'

PROPOSED LIGHT POLE

(SEE ELECTRICAL, TYP.)

PROPOSED LIGHT POLE

(SEE ELECTRICAL, TYP.)

PROPOSED RELOCATED OHP POLE

AND OHP LINE. (SEE UTILITY PLAN).

CONTRACTOR TO COORDINATE WITH

UTILITY COMPANY AND OWNER FOR

ALL OHP DISCONNECTIONS AND

RECONNECTIONS.

6.72'

LOD

LODLODLODLODLODLODLODLODLODLODLODLOD

LOD

MATCHLINE C-X.1

EY M

ILL R

APPAR

T 30' R /W

UG/E

OHP

R44'

R12

32'

24'

CONTRACTOR TO REMOVE

EXISTING GAB/STONE DOWN

TO SUB-GRADE, ADJUST

SUB-GRADE PER GRADING

PLAN, AND PREPARE

SUB-GRADE TO RECEIVE NEW

GAB AS SHOWN IN DETAIL ON

SHEET C-5

PROPOSED LIGHT POLE (SEE

ELECTRICAL, TYP.)

PROPOSED OHP POLE W/ GUY

WIRE AND POSTS LOCATED BY

GIS, TO REMAIN AND BE

PROTECTED DURING

CONSTRUCTION. CONTRACTOR

TO COORDINATE WITH UTILITY

COMPANY AND OWNER FOR

ALL OHP DISCONNECTIONS

AND RECONNECTIONS.

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF JOHNS CREEK

11360 LAKEFIELD DRIVE

JOHNS CREEK, GA 30097

(678) 512-3264

ERICA MADSEN, P.E.

\93

9.0

ILL

C- 1 S

ted on : 1

0/2 5/2

3 3

:51 :35

S he et Sc ale :1"

ILL

K, G A

9, 1S T

, 1

939.014

SITE & PAVING PLAN -

STAGE AND AMPHITHEATER

C-1.1

2023-08-30

1" = 10'

AWP

JAC

JOHNS CREEK, GA

1" = 10'

10 5 10 20

SCALE IN FEET

GENERAL NOTES:

1) ALL PROPOSED DIMENSIONS USED TO SHOW THE

GEOMETRIC LAYOUT OF THE PROPOSED PARKING LOT ARE

SHOWN AT THE FACE OF CURB. ALL PROPOSED DIMENSIONS

USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED

BUILDING LOCATION ARE GIVEN AT THE OUTSIDE FACE OF THE

BUILDING CORNERS. ALL CURB RADII ARE GIVEN AT THE FACE

OF CURB.

2) CONTRACTOR SHALL NOTIFY ENGINEER OF ANY

DISCREPANCIES BETWEEN THE EXISTING CONDITIONS IN THE

FIELD AND THE SURVEY SHOWN ON THE PLANS BEFORE

PROCEEDING WITH ANY NEW CONSTRUCTION.

3) CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL

AND VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED

AND EXISTING PAVEMENTS, CURB AND GUTTER, SIDEWALKS,

WALLS, AND UTILITIES.

SITE NOTES:

1) TRACT IS ZONED: AG-1 (AGRICULTURAL),

2) SEE ARCHITECTURAL PLANS FOR BUILDING FLOOR PLAN

DIMENSIONS, DOOR LOCATIONS, SITE LIGHTING PLAN, AND

OTHER ARCHITECTURAL DETAILS.

3) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL

ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED ON THE SITE.

4) HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO

ARRANGED THAT THE SOURCE OF ANY LIGHT IS CONCEALED

FROM THE PUBLIC VIEW AND DOES NOT INTERFERE WITH

TRAFFIC. (SEE PHOTOMETRICS PLAN IN ARCH. PLANS).

5) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED

AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR

FENCING PRIOR TO COMMENCEMENT OF ANY LAND

DISTURBANCE.

6) NO OUTSIDE STORAGE IS PROPOSED. THIS INCLUDES

SUPPLIES, VEHICLE, EQUIPMENT, PRODUCTS, ETC.

7) SIGNS (LOCATION, NUMBER, AND SIZE) ARE NOT APPROVED

UNDER THIS DEVELOPMENT PERMIT. A SEPARATE PERMIT IS

REQUIRED FOR ON-SITE SIGNAGE.

8) ALL PAVEMENT MARKING WITHIN THE CITY OF JOHNS

CREEK RIGHT-OF-WAY SHALL BE THERMOPLASTIC AND

ACCORDING TO APPLICABLE SPECIFICATIONS.

9) ALL CONSTRUCTION RELATED PERMITS DURING THE

CONSTRUCTION PHASE OF THIS PROJECT ARE THE

RESPONSIBILITY OF THE OWNER, HOWEVER A

CONTRACTOR/DEVELOPER CAN DO PERMITTING WITH AGENT

AUTHORIZATION.

10) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION

MEASURES SHALL BE INSTALLED PRIOR TO ANY GRADING.

11) MAXIMUM CUT OR FILL SLOPE=2H:IV

12) THE CITY OF JOHNS CREEK ACCEPTS NO RESPONSIBILITY

FOR THE AMERICANS WITH DISABILITIES ACT (ADA), EXCEPT FOR

NOTIFICATION REQUIREMENT. THE OWNER/DEVELOPER IS

SOLELY RESPONSIBLE FOR COMPLIANCE FOR SAID ACT.

13) 24 HOUR CONTACT: ERICA MADSEN, PE, 678-512-3264

14) CONTRACTOR SHALL COORDINATE WITH THE CITY/COUNTY

JURISDICTION, WATER AND SEWER JURISDICTION, AND

DEPARTMENT OF TRANSPORTATION INSPECTORS REGARDING

ALL CERTIFICATE OF OCCUPANCY REQUIREMENTS AND

COORDINATE WITH THE ENGINEER APPROXIMATELY 8 WEEKS

PRIOR TO ANTICIPATED CERTIFICATE OF OCCUPANCY DATE

REGARDING ANY ITEMS REQUIRING APPROVAL OR

CERTIFICATIONS BY THE ENGINEER.

LEGEND

GAB PAVING

SLATESCAPE

CONCRETE SIDEWALK PAVING

STANDARD DUTY CONCRETE PAVING

TREE PROTECTION LINE

FOUR BOARD FENCE LINE

5i n.

18LF 18in. HDPE

ID DOME

UG/E

STORY

FRAME

4X4

POST

GRAVEL

DISPLAY

D P

PORCH

983.9 X

991.8 X

12"HDPE

TOP=997.69

OUT=995.79

STEPS

MATCHLINE C-X.2

MATCHLINE C-X.1

LOD

LODLOD

LOD

LODLODLOD

LOD

LOD LOD

LOD

MATCHLINE C-X.1

AUTREY M

ILL RO

APPARENT 30' R/W

UG/E

OHP

995.97

995.70

996.42

996.57

996.30

995.85 TS

993.85 BS

993.63 BS

994.63 TS

996.81 TS

994.87 BS

996.59

997.44

995.47

994.12 TC

993.62 BC

993.92 TC

993.42 BC

995.25 TC

994.75 BC

989.00

996.50

994.58

994.21994.21

994.21

993.58

997.77 998.11

997.13

986.90

FFE 994.58

TW: 994.58

BW: 992.10

TW: 994.58

BW: 990.75

SLATESCAPE UNDERDRAIN.

(SEE C-2.4 FOR DETAIL) BIORETENTION 1

CONTRACTOR TO FIELD

LOCATE EX. 12" HDPE AND

CONNECT TO ID DOME 104

PERMANENT RIPRAP

TO BE INSTALLED BY

HAND

6" PERF. PVC UNDERDRAIN

WRAPPED IN FILTER FABRIC,

INV. 987.00

INFILTRATION TRENCH 1

2' GRASS STRIP

RRv REQUIRED = 356 CF RRv PROVIDED = 833 C.F.

25 YR BIORETENTION ELEV. = 991.18

100-YR BIORETENTION ELEV. = 991.22

DAYLIGHT

6" HDPE

994.16 995.15

994.82

993.57

994.73 995.47

996.00 994.75

996.00

996.28

996.98 997.24

996.59

996.19 997.24

996.56

994.70

995.47

993.90

994.75 996.00

994.58

996.00

994.82

993.57

994.82 993.57

993.65

995.15

994.60

994.21

993.73

993.75 993.78

995.34

995.99

996.00

995.99

995.93

996.79

994.85

994.76

996.00995.84

996.12

996.27

6" NONPERFORATED

SMOOTHLINE HDPE @ 2' MIN.

COVER AND 2% MIN.

SLOPE,TO DAYLIGHT.

997.36 TC

996.86 BC

997.31 TC

996.81 BC996.50 TC

996.00 BC

996.79 TC

996.29 BC

996.42 TC

995.92 BC

996.46 TC

995.96 BC

997.24996.00

996.21

993.83

995.15993.69

994.00

994.21

WALL DRAIN OUTLET, 6"

NONPERFORATED

SMOOTHLINE HDPE @ 2' MIN.

COVER AND 2% MIN. SLOPE

DAYLIGHT TO DRAIN. SEE

STRUCTURAL FOR

CONTINUATION.

TW: 994.64

BW: 992.00

TW: 996.87

BW: 994.90

TW: 995.86

BW: 995.00

DAYLIGHT

6" HDPE

WALL DRAIN (TYP.), 6"

PERFORATED PVC

WRAPPED IN FILTER FABRIC,

SURROUNDED BY 12" (MIN.)

AGGREGATE BASE. SEE

STRUCTURAL FOR DRAIN

LOCATION AND WALL

PENETRATION DETAILS.

989989

995994993992

993.00

996.59

993.58 993.58993.58 993.83993.83 993.83

LOD

LODLODLODLODLODLODLODLODLODLODLODLOD

LOD

MATCHLINE C-X.1

EY M

ILL R

APPAR

T 30' R /W

UG/E

OHP

INFILTRATION TRENCH 1

2' GRASS STRIP

6" NON-PERFORATED 6" PVC @

2% MIN. SLOPE TO DAYLIGHT

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF JOHNS CREEK

11360 LAKEFIELD DRIVE

JOHNS CREEK, GA 30097

(678) 512-3264

ERICA MADSEN, P.E.

\93

9.0

ILL

C- 2 G

.D ted on

: 1 0/2

5/2

3 3 :52

:30

I S he et

Sc ale

:1"

STORMWATER LEGEND

TYPE DESCRIPTION STANDARD/ DETAIL RIM EL.

REFERENCE

DOME

NYLOPLAST DRAIN BASIN W/ DOME

GRATE NYLOPLAST BOTTOM OF GRATE,

INLET ELEV.

DB NYOPLAST DRAIN BASIN W/

PEDESTAL GRATE NYLOPLAST GRATE AT FINISHED

GRADE

MH JUNCTION BOX/PRECAST MANHOLE GDOT STD 1011AP TOP ACCESS COVER

HW WINGED HEADWALL GDOT STD 1125 N/A

PIPE MATERIALS LEGEND

TYPE DESCRIPTION STANDARD

HDPE HIGH DENSITY POLYTEHYLENE PIPE GDOT STD 1030P

ILL

K, G A

9, 1S T

, 1

939.014

GRADING & DRAINAGE PLAN -

STAGE AND AMPHITHEATER

C-2.1

2023-08-30

1" = 10'

AWP

JAC

JOHNS CREEK, GA

10 5 10 20

SCALE IN FEET

XXXX.XX

XXXX

LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING STORM PIPE

PROPOSED STORM PIPE

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

PROPOSED SPOT ELEVATION FOR TOP OF WALL /

BOTTOM OF WALL AT FINISHED SURFACE GRADE

(SEE STRUCTURAL FOR FOOTING ELEVATIONS)

GENERAL NOTES:

1) ALL PROPOSED SIDEWALKS SHALL BE BUILT WITH A 1.5%

CROSS-SLOPE AWAY FROM THE BUILDING.

2) ALL HEAD WALL SECTIONS SHALL BE CONSTRUCTED TO BE

FLUSH WITH THE EXISTING DITCH BANK AND PROPOSED

EMBANKMENT SLOPES.

3) THE SOURCE OF THE TOPOGRAPHIC AND ELEVATION DATA

IS FROM THE TOPOGRAPHIC SURVEY PROVIDED BY THOMAS &

HUTTON DATED . - OR - THE TOPOGRAPHIC AND ELEVATION

DATA SHOWN HEREON WAS OBTAINED FROM

COUNTY/STATE/ETC. GIS AND IS NOT CERTIFIED AS CORRECT

BY THIS ENGINEER. USERS OF THIS DATA DO SO AT THEIR OWN

RISK.

SITE NOTES:

1) THE CONTRACTOR SHALL CLEAN OUT ACCUMULATED SILT

IN STORM WATER CONVEYANCE CHANNELS AND PIPES AT END

OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN

STABILIZED.

2) COORDINATE WITH THE CITY OF JOHNS CREEK

INSPECTIONS DURING CONSTRUCTION.

3) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL

ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED.

4) CONSTRUCT EROSION CONTROL BARRIERS PER THE CITY

OF JOHNS CREEK INSPECTOR AND MAINTAIN UNTIL PERMANENT

VEGETATION IS ESTABLISHED.

5) THE CONTRACTOR SHALL RE-ESTABLISH ALL RIGHT OF WAY

AREA WHICH IS DAMAGED OR DISTURBED TO ORIGINAL

CONDITIONS OR BETTER DURING AUTHORIZED WORK. ALL

WORK IN THE CITY OF JOHNS CREEK RIGHT OF WAY SHALL

COMPLY WITH GDOT SPECIFICATIONS.

6) MAXIMUM CUT OR FILL SLOPES IS 2H:1V

7) TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO

ANY CLEARING OR GRADING ACTIVITIES.

8) ALL PLASTIC STORM PIPE SHOWN ON THIS PLAN SHALL BE

WRAPPED WITH LOCATION WIRE AND TAPE.

9) IN ALL AREAS OF FILL OR OTHERWISE DISTURBANCE OF

EXISTING CONDITIONS, UNLESS OTHERWISE NOTED, THE

CONTRACTOR SHALL FULLY AND COMPLETELY REMOVE AND

LEGALLY DISPOSE OFF-SITE, ALL PLANT MATERIALS INCLUDING

BUT NOT LIMITED TO ROOT SYSTEMS, CONCRETE, REINFORCED

CONCRETE, ASPHALT DEBRIS, UNDERBRUSH, TOPSOIL, AND

OTHER DELETERIOUS MATERIAL. THE SUBGRADE TO REMAIN

SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM

DRY DENSITY FOLLOWING FULL REMOVAL OF THESE

MATERIALS.

10) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN

QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONS ARISE

CONCERNING DESIGN AND EFFECTIVENESS OF EROSION

CONTROL DEVICES. 24 HR. CONTACT: ERICA MADSEN, PE

678-512-3264

11) A PORTION OF THIS PROPERTY LIES WITHIN A SPECIAL

FLOOD HAZARD AREA PER PANEL 13121C0088G DATED 2013/18/9

12) DETENTION FACILITIES AND EROSION CONTROL MEASURES

ARE TO BE ACCOMPLISHED PRIOR TO ANY OTHER

CONSTRUCTION ON THE SITE AND MAINTAINED UNTIL

PERMANENT GROUND COVER IS ESTABLISHED.

13) EXTREME CAUTION SHALL BE USED WHEN WORKING

WITHIN THE VICINITY OF THE EXISTING OVERHEAD POWER

LINES. CONTRACTORS SHALL NOTIFY/COORDINATE WITH

SAWNEE EMC PRIOR TO CONSTRUCTION.

14) STORM WATER MANAGEMENT SHALL BE IN ACCORDANCE

WITH COUNTY, STATE, AND OTHER APPROPRIATE ORDINANCES

AND REGULATIONS IN EFFECT AT TIME OF CONSTRUCTION

PLAN APPROVAL.

15) CONTRACTOR SHALL INSTALL DOWNSTREAM STORM PIPE

CONNECTION IN THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF

ON-SITE STORM PIPING AND/OR STORM WATER DETENTION

FACILITY. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

UTILITIES SHOWN ON THE PLANS BY POT HOLING THE LINES.

THE CONTRACTOR SHALL HAVE THE LINES SURVEYED,

INCLUDING HORIZONTAL AND VERTICAL LOCATION, AND THE

SURVEYED POINTS SENT TO THE PROJECT ENGINEER TO

DETERMINE IF ANY UTILITY CONFLICTS WILL AFFECT THE

CURRENT STORM DRAINAGE DESIGN.

E le va ti on

1" = 10' H, 1"=2' V

STR. 100-104

-0+10 0+00 0+50 1+00 1+10

H W

: 9

-1

: 1 8"

H D

: 9

O M

: 9

-1

: 1 5"

H D

O U

-1

: 1 8"

H D

: 9

O M

O U

-1

: 1 5"

H D

: 9

P-103

81 LF OF 15" HDPE @ 7.10%

P-101

18 LF OF 18" HDPE

@ 0.59%

PROPOSED

GRADE

EXISTING

GRADE

25 YR

HGL

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF JOHNS CREEK

11360 LAKEFIELD DRIVE

JOHNS CREEK, GA 30097

(678) 512-3264

ERICA MADSEN, P.E.

1" = 2'

VERTICAL: SCALE IN FEET

2 1 2 4

1" = 10'

HORIZONTAL: SCALE IN FEET

10 5 10 20

GENERAL NOTES:

1) PIPE LENGTHS REFLECT THE PIPES LINEAR LENGTH AND ARE SHOWN FROM CENTER OF

STRUCTURE TO CENTER OF STRUCTURE.

2) EXISTING UTILITY DEPTHS ARE APPROXIMATED BASED ON 4 FT COVER FROM THE

EXISTING GROUND SURFACE. PROPOSED UTILITY DEPTHS ARE BASED ON 4 FT OF COVER

FROM THE PROPOSED GROUND SURFACE. CONTRACTOR SHALL FIELD VERIFY ALL UTILITY

DEPTHS AT CROSSING AND CONTACT ENGINEER IMMEDIATELY IF CONFLICTS ARE

ENCOUNTERED.

3) CONTRACTOR TO FIELD VERIFY EXISTING ELEVATIONS OF UTILITIES IN RIGHT OF WAY TO

AVOID CONFLICTS. CONTACT ENGINEER IMMEDIATELY IF FIELD ELEVATIONS DIFFER FROM

THE DESIGN DRAWINGS.

4) MAINTAIN MINIMUM 2’ OF COVER OVER METAL AND PLASTIC PIPES DURING

CONSTRUCTION ACTIVITIES.

ILL

K, G A

9, 1S T

, 1

939.014

STORM DRAINAGE PROFILES

C-2.4

2023-08-30

AS SHOWN

AWP

JAC

JOHNS CREEK, GA

9.0

ILL

C- 2.4

ILE

ted on

: 1 0/2

5/2

3 3 :52

:48

I S he et

Sc ale

:1"

HDPE BEDDING, TRENCHING, AND BACKFILL

60"

30"

54"

48"

42"

36"

18"

24"

15"

12"

96"

56"

88"

80"

72"

64"

39"

48"

34"

30"

MIN. TRENCH WIDTH

10"

26"

28"

23"

21"

48"

60"

12"

24"54" - 60"

12" - 48"

SURFACE LIVE LOADING CONDITION

NOTES:

1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD

PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND

OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION

2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL

MATERIAL, WHEN REQUIRED.

3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE

TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS

SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN

ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.

4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE

DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY

THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm);

6" (150mm) FOR 30"-60" (750mm-900mm).

5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING

NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE

DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED

AS REQUIRED IN ASTM D2321, LATEST EDITION.

6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE

AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE

REQUIRED TO PREVENT FLOATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF

PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT.

30"-36"

UP TO 24"

42"-60"

MIN. TRENCH WIDTH

(SEE TABLE)

. C O

T O

T, H

. C O

T O

T, H

4" FOR 12"-24" PIPE

6" FOR 30"-60" PIPE

FINAL

BACKFILL

INITIAL

BACKFILL

HAUNCH

BEDDING

SUITABLE

FOUNDATION

SPRINGLINE

MINIMUM RECOMMENDED COVER BASED ON

VECHICLE LOADING CONDITIONS

HEAVY CONSTRUCTION

(75T AXLE LOAD) *

** COVER IS MEASURED FROM TOP OF PIPE TO

BOTTOM OF RAILWAY TIE.

*** E-80 COVER REQUIREMENTS, ARE ONLY

APPLICABLE TO ASTM F 2306 PIPE.

MINIMUM RECOMMENDED COVER BASED

ON RAILWAY LOADING CONDITIONS

COOPER

E-80**

H-25PIPE DIAM.

* VEHICLES IN EXCESS OF 75T MAY REQUIRE

ADDITIONAL COVER

RECOMMENDED MINIMUM TRENCH WIDTHS

PIPE DIAM.

48"

36"

24"

PIPE DIAM.

C-2.4

12" WIDE TRENCH

GEOTEXTILE FABRIC

2" O

CONTINUOUS

8" M

SEE SHEET C-2.1 FOR CONTINUATION.

NOTE: PERFORATED PIPE TO CONNECT TO 6" (MIN.) NON-PERFORATED OUTLET PIPE.

C-2.4 SLATESCAPE UNDER DRAIN

NOT TO SCALE

3" DEPTH SLATESCAPE "TRAIL

MIX", OR APPROVED EQUAL,

TO BE MACHINE COMPACTED

4" PER 1" LOOSE LAY

6" PERF. PVC WRAPPED IN

FILTER FABRIC.

UNCOMPACTED SUBGRADE

2"-3" AGGREGATE

SUB-BASE

UG/E

4X4

POST

GRAVEL

DISPLAY

D P

STEPS

LOD

LODLODLOD

LOD

MATCHLINE C-X.2

MATCHLINE C-X.1

LOD

LODLOD

LOD

LODLODLOD

LOD

LOD LOD

LOD

MATCHLINE C-X.1

AUTREY M

ILL RO

APPARENT 30' R/W

UG/E

OHP

PROPOSED LIGHT POLE

(SEE ELECTRICAL, TYP.)

75LF 15in. HDPE

5i n.

18LF 18in. HDPE

ID DOME

PROPOSED RELOCATED OHP POLE

AND OHP LINE. (SEE UTILITY PLAN).

CONTRACTOR TO COORDINATE WITH

UTILITY COMPANY AND OWNER FOR

ALL OHP DISCONNECTIONS AND

RECONNECTIONS.

CONTRACTOR TO

POTHOLE AND CONNECT

UNDERGROUND ELECTRIC

TO EXISTING

UNDERGROUND ELECTRIC

PROPOSED LIGHT POLE

(SEE ELECTRICAL, TYP.)

LOD

LODLODLODLODLODLODLODLODLODLODLODLOD

LOD

MATCHLINE C-X.1

EY M

ILL R

APPAR

T 30' R /W

UG/E

OHP

PROPOSED LIGHT POLE (SEE

ELECTRICAL, TYP.)

PROPOSED LIGHT POLE W/ GUY

WIRE AND POSTS (TO REMAIN

AND BE PROTECTED DURING

CONSTRUCTION)

PROPOSED LIGHT POLE (SEE

ELECTRICAL, TYP.)

PROPOSED OHP POLE W/ GUY

WIRE AND POSTS LOCATED BY

GIS, TO REMAIN AND BE

PROTECTED DURING

CONSTRUCTION. CONTRACTOR

TO COORDINATE WITH UTILITY

COMPANY AND OWNER FOR

ALL OHP DISCONNECTIONS

AND RECONNECTIONS.

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF JOHNS CREEK

11360 LAKEFIELD DRIVE

JOHNS CREEK, GA 30097

(678) 512-3264

ERICA MADSEN, P.E.

CONTRACTOR TO CONTACT UTILITIES PROTECTION

CENTER PRIOR TO ANY EXCAVATION

UTILITY NOTES:

1) THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE POWER

SERVICE INSTALLATION AND SHALL COORDINATE WITH THE POWER COMPANY FOR FINAL

UNDERGROUND CONDUIT LOCATIONS.

2) FULTON COUNTY PUBLIC WORKS WILL FURNISH THE IRRIGATION METER AND ALL

EQUIPMENT NEEDED TO TAP THE EXISTING WATER LINE. THE CONTRACTOR MUST PROVIDE

AND INSTALL THE METER BOX, DOUBLE CHECK BACKFLOW PREVENTER AND ENCLOSURE,

AND THE IRRIGATION LINES TO THE AREAS SPECIFIED ON THIS SHEET AND ON SHEET I-1.

3) COORDINATE AS REQUIRED WITH THE CITY OF JOHNS CREEK INSPECTIONS DURING

CONSTRUCTION FOR REQUIRED INSPECTIONS.

4) ALL CONDUIT, PIPE, AND CHASE PIPE SHALL BE WRAPPED WITH THE APPROPRIATE

LOCATION WIRE AND TAPE.

5) DEMOLISHED UTILITIES NOT DEPICTED ON THIS SHEET. REFER TO THE DEMOLITION PLAN.

LEGEND

EXISTING FENCE LINE

EXISTING UNDERGROUND POWER LINE

EXISTING STORM LINE

PROPOSED OVERHEAD POWER LINE

PROPOSED UNDERGROUND POWER LINE

PROPOSED STORM LINE

OHP OHP OHP

UG/E UG/E

ILL

K, G A

9, 1S T

, 1

939.014

UTILITIES PLAN

C-3

2023-08-30

1" = 10'

AWP

JAC

JOHNS CREEK, GA

9.0

ILL

C- 3 U

LIT

.D ted on : 1

0/2 5/2

3 3

:53 :19

S he et Sc ale :1"

10 5 10 20

BRICK

STEPS

OHP

UG/E

UG/E UG/E

UG/E

AMPHITHEATER

SEATING

STAGE

RECYCLE

BIN

W O

O D

FEN

W O

O D

FEN

STAGE

4X4

POST

4X4

POSTS

4X4

POST

4X4

POST

RAMP

GRAVEL

BOOTH

DISPLAY

PETS ON LEASH

BRICK

STEPS

D P

STEPS

WOOD SIGNAGE

STRUCTURE

LOD

LODLOD

LOD

LODLODLOD

LOD

LOD LOD

LOD

AUTREY M

ILL RO

APPARENT 30' R/W

OHP

Sd1-S

Sd1-S Sd1-S

Sd1-S

DIVERSION DITCH

AND SD4 TO BE

INSTALLED AS EARLY

AS POSSIBLE IN

PHASE II

DIVERSION DITCH

AND SD4 TO BE

INSTALLED AS EARLY

AS POSSIBLE IN

PHASE II

DOUBLE ROW

CeC2

Sd1-S

Sd1-S Sd1-S Sd1-S Sd1-S

Sd1-S

Sd1-S Sd1-S

Sd1-S

Sd1-S Sd1-S Sd1-S

Sd1-S Sd1-S

Sd1-S

Sd1 -S

Sd 1-S

Sd1-S

Sd1-S Sd1-S Sd1-S

Sd1-S Sd1-S

Sd1-S

Sd1-S Sd1-S

Sd1-S Sd1-S Sd1-S Sd1-S Sd1-S

Sd1-S Sd1-S Sd1-S

Sd1-S Sd1-S

Sd1-S

Sd1 -S

Sd1- S Sd1-S

Sd1-S

Sd1- S

Sd 1-S

Sd 1-

Sd1-S

Sd1- S

Sd 1-S

Sd 1-

LOD

LODLODLODLODLODLODLODLODLODLODLODLOD

LOD

EY M

ILL R

APPAR

T 30' R /W

OHP

Sd1-S

CONSTRUCTION EXIT

N 34.020 W 84.231

Sd1-S Sd1-S

Sd1-S

Sd1-S Sd1-S Sd1-S Sd1-S Sd1-S Sd1-S Sd1-S Sd1-S Sd1-S Sd1-S

Sd 1-

TITLE:

DATE:

JURISDICTION:

DRAWING BY:

PROJECT MANAGER:

SHEET NUMBER:

COMMENTS:

SEAL:

DEVELOPER:

CONTACT:

DATEREVISIONS

ENGINEER:

SCALE:

JOB/FILE NUMBER:

Foresite Group, LLC.

3740 Davinci Ct.

Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944

CITY OF JOHNS CREEK

11360 LAKEFIELD DRIVE

JOHNS CREEK, GA 30097

(678) 512-3264

ERICA MADSEN, P.E.

SIGNATURE OF ENGINEER DATE

0000077160 08/28/2024

CERTIFICATION # EXPIRATION

ILL

K, G

9, 1S

, 1

939.014

INITIAL ESPC PLAN - STAGE

AND AMPHITHEATER

C-4.3.1

2023-08-30

1" = 10'

AWP

JAC

JOHNS CREEK, GA

9.0

ILL

C- 4.3

L P

ted on : 1

0/2 5/2

3 3

:54 :10

S he et Sc ale :1"

ILL

K, G A

9, 1S T

, 1

939.014

INITIAL ESPC PLAN - STAGE

AND AMPHITHEATER

C-4.3.1

2023-08-30

1" = 10'

AWP

JAC

JOHNS CREEK, GA

10 5 10 20

LOD

LODLODLODLODLODLODLODLODLODLODLODLOD

LOD

MATCHLINE C-X.1

EY M

ILL R

APPAR

T 30' R /W

UG/E

OHP

Sd1-S

CONSTRUCTION EXIT

N 34.020 W 84.231

Ds1

Ds2

Sd1 SILT FENCE SEDIMENT STORAGE:

DISTURBED AREA = 0.24 AC; SILT FENCE LENGTH = 314 LF

MAX. ALLOWABLE DRAINAGE AREA = (314

100)*(0.25 AC/100 LF) = 0.79 AC

MAX. ALLOWABLE SLOPE DISTANCE (15%) = 75'

PROP. SLOPE DISTANCE = 57'

Sd1-S Sd1-S

Sd1-S

Sd1-S Sd1-S Sd1-S Sd1-S Sd1-S Sd1-S Sd1-S Sd1-S Sd1-S Sd1-S

Sd 1-

FINAL GRAVEL DRIVE TO BE INSTALLED

AFTER CONSTRUCTION EXIT AND

CONSTRUCTION WASHOUT ARE

REMOVED

UG/E

4X4

POST

GRAVEL

DISPLAY

D P

983.9 X

991.8 X

STEPS

LOD

LODLOD

LOD

LODLODLOD

LOD

L…

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File details come from the government source that posted it. Updated Aug 26, 2024.