2025_03_03_SITE PLANS_JC_AMNP_Animal Enclosur.pdf

PDF 12 MB Posted Mar 6, 2025

Attached to: Autrey Mill Preserve- Animal Habitat Construction (Site Grading and Concrete)
Solicitation number: PE-66799-NONST-2025-000000035
Issued by: Fulton County, Georgia

About this file

Written by GovTribe AI · Mar 10, 2025

This is a comprehensive site plan and construction document for the Autrey Mill Nature Preserve Animal Enclosure Relocation project in Johns Creek, Georgia, prepared by Foresite Group, LLC for the City of Johns Creek. The project involves demolishing existing structures and relocating animal enclosures at 9770 Autrey Mill Road, with construction scheduled from June 1, 2025 to September 1, 2025. The total site area is 51.55 acres, with a disturbed area of 0.114 acres, and the project scope includes demolition of existing structures, tree removal, constructing poured-in-place concrete walls, slabs, stairs, sidewalks, MSE walls, stainless steel handrails, associated drainage, engineered wood fiber surfacing, and minor electrical work for outlets inside the enclosure area.

The project will be funded by the City of Johns Creek and will involve utility services from Fulton County Public Works for water and sanitary sewer, and Sawnee EMC for electrical services. The construction will comply with 2018 International Building Code with Georgia amendments, 2018 Life Safety Code, 2020 National Electrical Code, and Georgia Accessibility Code. The site is zoned AG-1 (Agricultural), and the project includes extensive erosion control, sediment management, and environmental protection measures. The total construction area is 400 square feet, with a calculated occupant load of 5 persons, and the construction type is classified as Type IV.

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Other files

File	Type	Posted
25_085 Sample Contract (1).pdf	PDF	Mar 6, 2025
25_085 ITB AMNP Animal Enclosure Bid Packet (.pdf	PDF	Mar 6, 2025
2025_03_03_SPECS_JC_AMNP_Animal Enclosure Rel.pdf	PDF	Mar 6, 2025

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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) 512-3261

MATT PATE

ILL

K, G

9, 1S

, 1

939.019

COVER

G-1

02/17/2025

AS SHOWN

JOHNS CREEK, GA

NOT RELEASED FOR CONSTRUCTION

BID SET 03/03/2025

VICINITY MAP

NOT TO SCALE

PREPARED BY:

ISSUED:

FEBRUARY 17TH, 2025

939.019

AUTREY MILL NATURE PRESERVE

ANIMAL ENCLOSURE RELOCATION

24 HR CONTACT:

MATT PATE

678-512-3261

PROJECT DIRECTORY

OWNER / DEVELOPER

CITY OF JOHNS CREEK

11360 LAKEFIELD DRIVE

JOHNS CREEK, GA 30097

678-512-3261

CONTACT: MATT PATE

CIVIL ENGINEER

FORESITE GROUP, LLC.

3740 DAVINCI CTT. SUITE 100

PEACHTREE CORNERS, GA 30092

770-368-1399

CONTACT: JOSHUA CARNES, PE.

PROJECT MANAGER

FORESITE GROUP, LLC.

3740 DAVINCI CTT. SUITE 100

PEACHTREE CORNERS, GA 30092

770-368-1399

CONTACT: ANTHONY PAPPAS

SURVEYOR

THOMAS & HUTTON

5074 BRISTOL INDUSTRIAL WAY; SUITE A

BUFORD, GA 30518

770-271-2868

LOCAL ISSUING AUTHORITY

CITY OF JOHNS CREEK

11360 LAKEFIELD DRIVE

JOHNS CREEK, GA 30097

678-512-3264

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

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

SITE

SITE DISTURBED AREA = 0.114 AC.

SITE DEVELOPMENT PLANS FOR:

ACTIVITY

1.0

MTH

2.0

MTH

3.0

MTH

4.0

MTH

ANTICIPATED ACTIVITY SCHEDULE

BEGIN CONSTRUCTION:

END CONSTRUCTION:

06/01/2025 09/01/2025

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

- A U

E N

W G

\G -1

C O

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S H

O H

I 1:

PROJECT SUMMARY:

PROJECT SCOPE INCLUDES DEMOLITION OF EXISTING

STRUCTURES AND TREE REMOVAL. CONSTRUCTION TO

INCLUDE POURED IN PLACE CONCRETE WALLS, SLABS,

STAIRS AND SIDEWALK, MSE WALLS TO BE PERMITTED BY

CONTRACTOR, STAINLESS STEEL HANDRAILS, ASSOCIATED

DRAINAGE AND ENGINEERED WOOD FIBER SURFACING, AS

WELL AS OTHER WORK SHOWN IN THE DRAWINGS. SOME

MINOR ELECTRICAL WORK IS INCLUDED FOR OUTLETS

INSIDE THE ENCLOSURE AREA.

9770 AUTREY MILL ROAD

JOHNS CREEK, GA 30022

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

JOHNS CREEK NOTES

1. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE

CONSTRUCTED AT EACH ENTRY TO OR EXIT FROM THE SITE.

2. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT

TRACKING OR FLOW OF MUD ON TO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP

DRESSING WITH STONE, AS CONDITIONS DEMANDS, AND REPAIR AND/OR CLEAN-OUT OF ANY

STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR

TRACKED FROM VEHICLE ONTO PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE REMOVED.

3. PROVIDE GPS COORDINATES AT CONSTRUCTION EXIT AS REQUIRED ON THE NOTICE OF INTENT

UNDER THE NPDES APPLICATION.

4. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND DISTURBANCE SHALL

BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR OTHER APPROPRIATE

MEANS. THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE SHALL OCCUR

WITHIN THE APPROVED LIMITS INDICATED ON THE APPROVED PLANS.

5. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION ENTRANCES/EXITS, ALL

PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE

INSTALLED PRIOR TO ANY OTHER CONSTRUCTION.

6. OWNER AGREES TO PROVIDE AND MAINTAIN OFF-STREET PARKING ON THE SUBJECT PROPERTY

DURING THE ENTIRE CONSTRUCTION PERIOD.

7. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES WHILE

ROADWAY FRONTAGE IMPROVEMENTS ARE BEING MADE.

8. THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OF EROSION CONTROL

MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL SEDIMENT

CONTROL WILL BE MAINTAINED UNTIL ALL UP STREAM GROUND WITHIN THE CONSTRUCTION

AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION AND ALL

ROADS/DRIVEWAYS HAVE BEEN PAVED.

9. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN

ALL CONSTRUCTION BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE CORRECTED

CONSISTENT WITH THE CITY OF JOHNS CREEK EROSION CONTROL ORDINANCE.

10. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON THE

SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS.

11. ALL SEWER EASEMENTS DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL

EROSION.

FIRE CODES

· ALL WORK MUST COMPLY WITH ADOPTED AND APPLICABLE GOVERNING BUILDING CODES: 2018

IBC, W/GA AMENDMENTS (2020), (2022), (2024) 2018 LIFE SAFETY CODE (NFPA 101), W/STATE FIRE MARSHAL'S MODIFICATIONS (2020) 2020 NEC, W/GA AMENDMENTS (2021) GEORGIA ACCESSIBILITY

CODE 120-3-20 (.01-.08) (2015)

· NFPA 101 LIFE SAFETY CODE (LSC), 2018 ED W/ GEORGIA 2020 AMENDMENTS.

· OCCUPANCY TYPE PER THE NFPA 101 LSC 2018 ED - (ASSEMBLY: OCCUPANCIES USED FOR

GATHERING OF PEOPLE FOR CIVIC, SOCIAL OR RELIGIOUS PURPOSES, OR FOR ENTERTAINMENT);

· TYPE OF CONSTRUCTION PER THE IBC; 2018 ED TYPE IV;

· CONSTRUCTION AREA SQUARE FOOTAGE = 400;

· CALCULATED OCCUPANT LOAD PER NFPA 101 LSC; 2018 ED = 5 .

· ACCESSIBILITY: 2010 ADA STANDARD FOR ACCESSIBLE DESIGN, GEORGIA ACCESSIBILITY CODE

120-3-20 (.01-.08) (2015) NOT APPLICABLE AT THIS PHASE I, (EXISTING CONDITIONS).

· STAIRS AND RAMPS SHALL HAVE HANDRAILS ON BOTH SIDE; HANDRAIL DESIGN AND

CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 101 LSC; CHAP. 7; SECT.

7.2.2.4.4.1 THRU 7.2.2.4.4.11; 2018 ED.(SEE, C-1 SITE PLAN)

· PER EXISTING CONDITION LINE OF SIGHT FOR SPECTATORS USING WHEEL CHAIRS, IN THE

UPPER SEATING AREA IS IN THE SAME LEVEL WITH THE PROPOSED STAGE. (SEE, C-1 SITE PLAN)

TOTAL SITE AREA = 51.55 AC.

SHEET INDEX

G-1 COVER

G-2 GENERAL NOTES

V-1 SURVEY

C-0 DEMOLITION PLAN

C-1 SITE PLAN

C-2 GRADING & DRAINAGE PLAN

C-2.1 WALL PROFILES

C-2.2 STORM DRAINAGE PROFILES

C-4 EROSION, SEDIMENTATION, & POLLUTION CONTROL COVER

C-4.1 EROSION, SEDIMENTATION, & POLLUTION CONTROL NOTES

C-4.2 EROSION, SEDIMENTATION, & POLLUTION CONTROL NOTES

C-4.3 INITIAL EROSION, SEDIMENTATION, & POLLUTION CONTROL PLAN

C-4.4 FINAL EROSION, SEDIMENTATION, & POLLUTION CONTROL PLAN

C-4.5 EROSION, SEDIMENTATION, & POLLUTION CONTROL DETAILS

C-4.6 EROSION, SEDIMENTATION, & POLLUTION CONTROL DETAILS

C-5 CONSTRUCTION DETAILS

C-5.1 CONSTRUCTION DETAILS

E-1.0 ELECTRICAL LEGEND AND GENERAL NOTES

E-2.0 ELECTRICAL POWER PLAN

E-3.0 ELECTRICAL SPECIFICATIONS

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) 512-3261

MATT PATE

GENERAL NOTES

A. DESIGN DATA PROVIDED IN ELECTRONIC FORMAT IS FOR INFORMATION PURPOSES ONLY AND

SHOULD BE USED AT YOUR OWN RISK, AND IS PROVIDED WITHOUT REPRESENTATIONS AND

WARRANTIES. ANY CONFLICT BETWEEN THE INFORMATION REFLECTED ON THE LATEST REVISION

OF THE SEALED PLAN SHEETS AND THAT PROVIDED VIA ELECTRONIC FORMAT SHALL BE

RESOLVED IN FAVOR OF THE SEALED PLAN SHEETS.

B. UTILITIES: THERE MAY BE ADDITIONAL EXISTING UTILITIES NOT SHOWN ON THESE PLANS.

EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE MANNER ONLY AND THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR LOCATIONS SHOWN. FIELD VERIFY THE LOCATION OF ALL

EXISTING UTILITIES WITHIN THE LIMITS OF CONSTRUCTION. NOTIFY THE OWNER AND ENGINEER IF

DISCREPANCIES ARE FOUND THAT WILL AFFECT THE CONSTRUCTION PROJECT. PROTECT ALL

EXISTING UTILITIES.

C. TEMPORARY PROVISIONS: SEQUENCE THE WORK AND PROVIDE TEMPORARY MEASURES AS

NEEDED 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.

D. EQUIPMENT STORAGE: DO NOT PARK EQUIPMENT OR STORE MATERIALS IN STATE, COUNTY, OR

CITY RIGHT-OF-WAY.

E. NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS

IN THE FIELD AND THE SURVEY SHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY NEW

CONSTRUCTION.

F. OBTAIN ALL REQUIRED CONSTRUCTION RELATED PERMITS, INCLUDING DEMOLITION PERMIT, BEFORE STARTING WORK. RETAIN COPIES OF ALL PERMITS AT THE PROJECT SITE AT ALL TIMES.

G. APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY LAND DISTURBING

ACTIVITIES WITHIN WETLAND AREAS. CONTACT THE APPROPRIATE REGULATORY AGENCY FOR

APPROVAL OF ANY WETLAND AREA DISTURBANCE.

H. SIGNS (LOCATION, NUMBER, AND SIZE) ARE NOT APPROVED UNDER THE GENERAL DEVELOPMENT

PERMIT. A SEPARATE PERMIT IS REQUIRED FOR ONSITE SIGNAGE.

I. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN

COMPLETED ON THE SITE.

J. COMPLY WITH ALL APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND UTILITY INSTALLATION

CODES. ALL MATERIALS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THESE

PLANS AND SPECIFICATIONS UNLESS DEPARTMENT OF TRANSPORTATION STANDARDS OR LOCAL

MUNICIPAL STANDARDS ARE MORE STRINGENT.

K. DO NOT DEVIATE FROM THESE PLANS AND SPECIFICATIONS WITHOUT PRIOR WRITTEN APPROVAL

FROM THE ENGINEER OF RECORD.

L. WORK WITHIN D.O.T. RIGHT-OF-WAY:

1. ALL PAVEMENT MARKINGS WITHIN D.O.T. RIGHT-OF-WAY SHALL BE THERMOPLASTIC AND IN

ACCORDANCE WITH D.O.T. SPECIFICATIONS.

2. RE-ESTABLISH ALL RIGHT-OF-WAY AREA, WHICH IS DAMAGED OR DISTURBED, TO ORIGINAL

CONDITION OR BETTER.

3. ALL WORK IN D.O.T. RIGHT-OF-WAY SHALL COMPLY WITH D.O.T. SPECIFICATIONS.

M. ARRANGE HIGH INTENSITY LIGHTING TO CONCEAL THE SOURCE OF LIGHT FROM PUBLIC VIEW AND

PREVENT INTERFERENCE WITH TRAFFIC.

N. ENSURE CORRECT HORIZONTAL AND VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED

AND EXISTING PAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS, AND UTILITIES BEFORE

BEGINNING WORK. NOTIFY ENGINEER IF DISCREPANCIES EXIST.

STRUCTURE & SITE DEMOLITION

A. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED BEFORE STARTING DEMOLITION

OPERATIONS.

B. VERIFY THAT HAZARDOUS MATERIALS HAVE BEEN REMEDIATED BEFORE PROCEEDING WITH

BUILDING DEMOLITION OPERATIONS.

C. ENVIRONMENTAL & GEOTECHNICAL: REVIEW ALL PROJECT ENVIRONMENTAL AND GEOTECHNICAL

REPORTS AN BECOME FAMILIAR WITH ALL ISSUES BEFORE DEMOLITION.

D. EXISTING UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITIES

SERVING BUILDINGS AND STRUCTURES TO BE DEMOLISHED.

1. ARRANGE TO SHUT OFF INDICATED UTILITIES WITH UTILITY COMPANIES.

2. IF REMOVAL, RELOCATION, OR ABANDONMENT OF UTILITY SERVICES WILL AFFECT ADJACENT

OCCUPIED BUILDINGS, THEN PROVIDE TEMPORARY UTILITIES THAT BYPASS BUILDINGS AND

STRUCTURES TO BE DEMOLISHED AND THAT MAINTAIN CONTINUITY OF SERVICE TO OTHER

BUILDINGS AND STRUCTURES.

3. DO NOT COMMENCE DEMOLITION OPERATIONS UNTIL TEMPORARY EROSION AND SEDIMENT

CONTROL AND PLANT-PROTECTION MEASURES ARE IN PLACE.

4. OBTAIN THE DEMOLITION PERMIT FROM THE LOCAL AUTHORITY PRIOR TO STARTING

DEMOLITION ACTIVITIES.

5. EXISTING FACILITIES: PROTECT ADJACENT WALKWAYS, LOADING DOCKS, BUILDING ENTRIES, AND OTHER BUILDING FACILITIES DURING DEMOLITION OPERATIONS. MAINTAIN EXITS FROM

EXISTING BUILDINGS. PROMPTLY REPAIR ANY FACILITIES DAMAGED BY CONSTRUCTION

OPERATIONS TO OWNER'S SATISFACTION AT NO ADDITIONAL COST TO THE OWNER.

6. EXISTING UTILITIES: MAINTAIN UTILITY SERVICES TO REMAIN AND PROTECT FROM DAMAGE

DURING DEMOLITION OPERATIONS.

7. TEMPORARY PROTECTION: ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES,

RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS, WHERE REQUIRED BY AUTHORITIES

HAVING JURISDICTION AND AS INDICATED.

8. REMOVE TEMPORARY BARRIERS AND PROTECTIONS WHERE HAZARDS NO LONGER EXIST.

WHERE OPEN EXCAVATIONS OR OTHER HAZARDOUS CONDITIONS REMAIN, LEAVE

TEMPORARY BARRIERS AND PROTECTIONS IN PLACE.

9. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND LEGALLY DISPOSE OF

THEM IN AN EPA-APPROVED LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION

10. DO NOT BURN DEMOLISHED MATERIALS UNLESS SPECIAL WRITTEN PERMISSION IS OBTAINED

FROM OWNER AND ENGINEER.

11. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY

BUILDING DEMOLITION OPERATIONS. RETURN ADJACENT AREAS TO CONDITION EXISTING

BEFORE BUILDING DEMOLITION OPERATIONS BEGAN

SITE CLEARING

1.) PROJECT CONDITIONS

A. TRAFFIC: MINIMIZE INTERFERENCE WITH ADJOINING ROADS, STREETS, WALKS, AND OTHER

ADJACENT OCCUPIED OR USED FACILITIES DURING SITE-CLEARING OPERATIONS.

B. ENVIRONMENTAL & GEOTECHNICAL: REVIEW ALL PROJECT ENVIRONMENTAL AND GEOTECHNICAL

REPORTS AND BECOME FAMILIAR WITH ALL ISSUES BEFORE SITE CLEARING.

C. UTILITY LOCATOR SERVICE: NOTIFY UTILITY LOCATOR SERVICE FOR AREA WHERE PROJECT IS

LOCATED BEFORE SITE CLEARING.

D. DO NOT COMMENCE SITE CLEARING OPERATIONS UNTIL TEMPORARY EROSION- AND

SEDIMENTATION-CONTROL AND PLANT-PROTECTION MEASURES ARE IN PLACE.

2.) TEMPORARY EROSION AND SEDIMENTATION CONTROL

A. PROVIDE TEMPORARY EROSION- AND SEDIMENTATION-CONTROL MEASURES TO PREVENT SOIL

EROSION AND DISCHARGE OF SOIL-BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT

PROPERTIES AND WALKWAYS, ACCORDING TO EROSION- AND SEDIMENTATION-CONTROL

DRAWINGS AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION.

B. VERIFY THAT FLOWS OF WATER REDIRECTED FROM CONSTRUCTION AREAS OR GENERATED BY

CONSTRUCTION ACTIVITY DO NOT ENTER OR CROSS PROTECTION ZONES.

C. INSPECT, MAINTAIN, AND REPAIR EROSION- AND SEDIMENTATION-CONTROL MEASURES DURING

CONSTRUCTION UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED.

D. REMOVE EROSION AND SEDIMENTATION CONTROLS WHEN SITE IS STABILIZED AND RESTORE AND

STABILIZE AREAS DISTURBED DURING REMOVAL.

3.) TREE AND PLANT PROTECTION

A. REPAIR OR REPLACE TREES, SHRUBS, AND OTHER VEGETATION INDICATED TO REMAIN OR BE

RELOCATED THAT ARE DAMAGED BY CONSTRUCTION OPERATIONS, IN A MANNER APPROVED BY

ENGINEER.

4.) EXISTING UTILITIES

A. LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP UTILITIES INDICATED TO BE REMOVED OR

ABANDONED IN PLACE. ARRANGE WITH UTILITY COMPANIES TO SHUT OFF INDICATED UTILITIES.

B. INTERRUPTING EXISTING UTILITIES: DO NOT INTERRUPT UTILITIES SERVING FACILITIES OCCUPIED

BY OWNER OR OTHERS UNLESS PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN ONLY

AFTER ARRANGING TO PROVIDE TEMPORARY UTILITY SERVICES ACCORDING TO REQUIREMENTS

INDICATED:

1. NOTIFY UTILITY OWNER NOT LESS THAN TWO DAYS IN ADVANCE OF PROPOSED UTILITY

INTERRUPTIONS.

2. DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT UTILITY OWNER'S WRITTEN

PERMISSION.

C. POTHOLE EXISTING WATER LINES, UNDERGROUND ELECTRICAL LINES, GAS LINES, UNDERGROUND

TELEPHONE LINES, FIBER OPTIC, AND ANY OTHER EXISTING UTILITY LINES WITHIN THE PROJECT LIMITS DURING SITE CLEARING AND DEMOLITION ACTIVITIES. SURVEY THE EXISTING UTILITY ELEVATIONS AND PROVIDE THE SURVEYED FIELD LOCATIONS AND DEPTHS TO THE ENGINEER FOR

REVIEW. THESE EXISTING UTILITIES MAY REQUIRE RELOCATION.

5.) CLEARING AND GRUBBING

A. REMOVE OBSTRUCTIONS, CONCRETE, ASPHALT, TREES, SHRUBS, AND OTHER VEGETATION TO

PERMIT INSTALLATION OF NEW CONSTRUCTION.

1. DO NOT REMOVE TREES, SHRUBS, AND OTHER VEGETATION INDICATED TO REMAIN OR TO BE

RELOCATED.

2. GRIND DOWN STUMPS AND REMOVE ROOTS, OBSTRUCTIONS, AND DEBRIS TO A DEPTH OF 12

INCHES BELOW EXPOSED SUBGRADE.

3. USE ONLY HAND METHODS FOR GRUBBING WITHIN PROTECTION ZONES.

4. THE SUBGRADE TO REMAIN SHALL BE COMPACTED TO 95% STANDARD PROCTOR MAXIMUM

DRY DENSITY FOLLOWING CLEARING AND GRUBBING ACTIVITIES.

6.) TOPSOIL STRIPPING

A. REMOVE SOD AND GRASS BEFORE STRIPPING TOPSOIL.

B. STRIP TOPSOIL IN A MANNER TO PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER

WASTE MATERIALS.

C. STOCKPILE TOPSOIL AWAY FROM EDGE OF EXCAVATIONS WITHOUT INTERMIXING WITH SUBSOIL.

GRADE AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. COVER TO PREVENT WINDBLOWN

DUST AND EROSION BY WATER.

D. DISPOSE OF SURPLUS TOPSOIL. SURPLUS TOPSOIL IS THAT WHICH EXCEEDS QUANTITY

INDICATED TO BE STOCKPILED OR REUSED.

SITE WATER DISTRIBUTION

1.) GENERAL

A. REGULATORY REQUIREMENTS:

1. COMPLY WITH REQUIREMENTS OF UTILITY COMPANY SUPPLYING WATER. INCLUDE TAPPING

OF WATER MAINS AND BACKFLOW PREVENTION.

2. COMPLY WITH STANDARDS OF AUTHORITIES HAVING JURISDICTION FOR

POTABLE-WATER-SERVICE PIPING, INCLUDING MATERIALS, INSTALLATION, TESTING, AND

DISINFECTION.

B. PIPING MATERIALS SHALL BEAR LABEL, STAMP, OR OTHER MARKINGS OF SPECIFIED TESTING

AGENCY.

C. INTERRUPTION OF EXISTING WATER-DISTRIBUTION SERVICE: NOTIFY OWNER AT LEAST 2 DAYS

PRIOR TO INTERRUPTION OF EXISTING WATER SERVICES.

D. COORDINATE WITH UTILITY COMPANY FOR REQUIRED INSPECTIONS AND FOR CONNECTION OF

WATER MAIN AND SERVICES BEFORE STARTING CONSTRUCTION.

2.) COPPER TUBE AND FITTINGS

A. SOFT COPPER TUBE: ASTM B 88, TYPE K , WATER TUBE, ANNEALED TEMPER.

B. COPPER, PRESSURE-SEAL FITTINGS:

1. NPS 2 AND SMALLER: WROUGHT-COPPER FITTING WITH EPDM O-RING SEAL IN EACH END.

2. NPS 2-1/2 TO NPS 4 : BRONZE FITTING WITH STAINLESS-STEEL GRIP RING AND EPDM O-RING

SEAL IN EACH END.

C. BRONZE FLANGES: ASME B16.24, CLASS 150, WITH SOLDER-JOINT END. FURNISH CLASS 300

FLANGES IF REQUIRED TO MATCH PIPING.

D. COPPER UNIONS: MSS SP-123, CAST-COPPER-ALLOY, HEXAGONAL-STOCK BODY WITH

BALL-AND-SOCKET, METAL-TO-METAL SEATING SURFACES, AND SOLDER-JOINT OR THREADED

ENDS.

3.) DUCTILE-IRON PIPE AND FITTINGS

A. MECHANICAL-JOINT, DUCTILE-IRON PIPE: AWWA C151, WITH MECHANICAL-JOINT BELL AND PLAIN

SPIGOT END UNLESS GROOVED OR FLANGED ENDS ARE INDICATED.

1. MECHANICAL-JOINT, DUCTILE-IRON FITTINGS: AWWA C110, DUCTILE- OR GRAY-IRON

STANDARD PATTERN OR AWWA C153, DUCTILE-IRON COMPACT PATTERN.

2. GLANDS, GASKETS, AND BOLTS: AWWA C111, DUCTILE- OR GRAY-IRON GLANDS, RUBBER

GASKETS, AND STEEL BOLTS.

B. PUSH-ON-JOINT, DUCTILE-IRON PIPE: AWWA C151, WITH PUSH-ON-JOINT BELL AND PLAIN SPIGOT

END UNLESS GROOVED OR FLANGED ENDS ARE INDICATED.

C. FLANGES: ASME 16.1, CLASS 125, CAST IRON.

4.) PVC PIPE AND FITTINGS

A. PVC, SCHEDULE 40 PIPE: ASTM D 1785. PVC, SCHEDULE 40 SOCKET FITTINGS: ASTM D 2466.

B. PVC, AWWA PIPE: AWWA C900, CLASS 200, WITH BELL END WITH GASKET, AND WITH SPIGOT END.

C. MECHANICAL-JOINT, DUCTILE-IRON FITTINGS: AWWA C110, DUCTILE- OR GRAY-IRON STANDARD

PATTERN OR AWWA C153, DUCTILE-IRON COMPACT PATTERN.

5.) GATE VALVES

A. AWWA, CAST-IRON GATE VALVES: NONRISING-STEM, RESILIENT-SEATED GATE VALVES: GRAY- OR

DUCTILE-IRON BODY AND BONNET; WITH BRONZE OR GRAY- OR DUCTILE-IRON GATE, RESILIENT

SEATS, BRONZE STEM, AND STEM NUT.

1. STANDARD: AWWA C509.

2. MINIMUM PRESSURE RATING: 250 PSIG .

3. END CONNECTIONS: MECHANICAL JOINT.

4. INTERIOR COATING: COMPLYING WITH AWWA C550.

6.) GATE VALVE ACCESSORIES AND SPECIALTIES

A. TAPPING-SLEEVE ASSEMBLIES: SLEEVE AND VALVE COMPATIBLE WITH DRILLING MACHINE.

1. STANDARD: MSS SP-60.

2. TAPPING SLEEVE: CAST- OR DUCTILE-IRON OR STAINLESS-STEEL, TWO-PIECE BOLTED

SLEEVE WITH FLANGED OUTLET FOR NEW BRANCH CONNECTION. INCLUDE SLEEVE

MATCHING SIZE AND TYPE OF PIPE MATERIAL BEING TAPPED AND WITH RECESSED FLANGE

FOR BRANCH VALVE.

3. VALVE: AWWA, CAST-IRON, NONRISING-STEM, RESILIENT-SEATED GATE VALVE WITH ONE

RAISED FACE FLANGE MATING TAPPING-SLEEVE FLANGE.

B. VALVE BOXES: COMPLY WITH AWWA M44 FOR CAST-IRON VALVE BOXES. INCLUDE TOP SECTION, ADJUSTABLE EXTENSION OF LENGTH REQUIRED FOR DEPTH OF BURIAL OF VALVE, PLUG WITH

LETTERING "WATER," AND BOTTOM SECTION WITH BASE THAT FITS OVER VALVE AND WITH A

BARREL APPROXIMATELY 5 INCHES IN DIAMETER.

7.) BACKFLOW PREVENTERS

A. DOUBLE-CHECK, DETECTOR-ASSEMBLY BACKFLOW PREVENTERS:

1. STANDARDS: ASSE 1048 AND UL LISTED OR FMG APPROVED.

2. OPERATION: CONTINUOUS-PRESSURE APPLICATIONS.

3. PRESSURE LOSS: 5 PSIG MAXIMUM, THROUGH MIDDLE 1/3 OF FLOW RANGE.

4. BODY: CAST IRON WITH INTERIOR LINING COMPLYING WITH AWWA C550 OR THAT IS FDA

APPROVED.

5. END CONNECTIONS: FLANGED.

6. CONFIGURATION: DESIGNED FOR HORIZONTAL, STRAIGHT THROUGH FLOW.

8.) WATER METER BOXES

A. DESCRIPTION: CAST-IRON BODY AND COVER FOR DISC-TYPE WATER METER, WITH LETTERING

"WATER METER" IN COVER; AND WITH SLOTTED, OPEN-BOTTOM BASE SECTION OF LENGTH TO FIT

OVER SERVICE PIPING.

9.) CONCRETE VAULTS

A. DESCRIPTION: PRECAST, REINFORCED-CONCRETE VAULT, DESIGNED FOR A-16 LOAD

DESIGNATION ACCORDING TO ASTM C 857 AND MADE ACCORDING TO ASTM C 858.

1. LADDER: ASTM A 36/A 36M, STEEL OR POLYETHYLENE-ENCASED STEEL STEPS.

2. MANHOLE: ASTM A 48/A 48M CLASS NO. 35A MINIMUM TENSILE STRENGTH, GRAY-IRON

TRAFFIC FRAME AND COVER.

a. DIMENSION: 24-INCH MINIMUM DIAMETER, UNLESS OTHERWISE INDICATED.

3. DRAIN: ASME A112.6.3, CAST-IRON FLOOR DRAIN WITH OUTLET OF SIZE INDICATED. INCLUDE

BODY ANCHOR FLANGE, LIGHT-DUTY CAST-IRON GRATE, BOTTOM OUTLET, AND INTEGRAL OR

FIELD-INSTALLED BRONZE BALL OR CLAPPER-TYPE BACKWATER VALVE.

10.) FIRE HYDRANTS

A. DRY-BARREL FIRE HYDRANTS: FREESTANDING, WITH ONE NPS 4-1/2 AND TWO NPS 2-1/2 OUTLETS, 5-1/4-INCH MAIN VALVE, DRAIN VALVE, AND NPS 6 MECHANICAL-JOINT INLET. INCLUDE INTERIOR

COATING ACCORDING TO AWWA C550. HYDRANT SHALL HAVE CAST-IRON BODY,

COMPRESSION-TYPE VALVE OPENING AGAINST PRESSURE AND CLOSING WITH PRESSURE.

1. STANDARD: AWWA C502.

2. PRESSURE RATING: 250 PSIG .

11.) FIRE DEPARTMENT CONNECTIONS

A. FIRE DEPARTMENT CONNECTIONS: FREESTANDING, WITH CAST-BRONZE BODY, THREAD INLETS

ACCORDING TO NFPA 1963 AND MATCHING LOCAL FIRE DEPARTMENT HOSE THREADS, AND

THREADED BOTTOM OUTLET. INCLUDE LUGGED CAPS, GASKETS, AND CHAINS; LUGGED SWIVEL

CONNECTION AND DROP CLAPPER FOR EACH HOSE-CONNECTION INLET; 18-INCH- HIGH BRASS

SLEEVE; AND ROUND ESCUTCHEON PLATE.

12.) VALVE APPLICATIONS

A. DRAWINGS INDICATE VALVE TYPES TO BE USED. WHERE SPECIFIC VALVE TYPES ARE NOT

INDICATED, THE FOLLOWING REQUIREMENTS APPLY:

1. UNDERGROUND VALVES, NPS 3 AND LARGER: AWWA, CAST-IRON, NONRISING-STEM,

RESILIENT-SEATED GATE VALVES WITH VALVE BOX.

2. USE THE FOLLOWING FOR VALVES IN VAULTS AND ABOVEGROUND:

a. GATE VALVES, NPS 2 AND SMALLER: BRONZE, NONRISING STEM.

b. GATE VALVES, NPS 3 AND LARGER: AWWA, CAST IRON, OS&Y RISING STEM, RESILIENT

SEATED.

c. CHECK VALVES: AWWA C508, SWING TYPE.

13.) FIELD QUALITY CONTROL

A. PIPING TESTS: CONDUCT PIPING TESTS BEFORE JOINTS ARE COVERED AND AFTER CONCRETE

THRUST BLOCKS HAVE HARDENED SUFFICIENTLY. FILL PIPELINE 24 HOURS BEFORE TESTING AND

APPLY TEST PRESSURE TO STABILIZE SYSTEM. USE ONLY POTABLE WATER.

B. HYDROSTATIC TESTS: TEST AT NOT LESS THAN ONE-AND-ONE-HALF TIMES WORKING PRESSURE

FOR TWO HOURS. INCREASE PRESSURE IN 50-PSIG INCREMENTS AND INSPECT EACH JOINT

BETWEEN INCREMENTS. HOLD AT TEST PRESSURE FOR 1 HOUR; DECREASE TO 0 PSIG . SLOWLY

INCREASE AGAIN TO TEST PRESSURE AND HOLD FOR 1 MORE HOUR. MAXIMUM ALLOWABLE

LEAKAGE IS 2 QUARTS PER HOUR PER 100 JOINTS. REMAKE LEAKING JOINTS WITH NEW

MATERIALS AND REPEAT TEST UNTIL LEAKAGE IS WITHIN ALLOWED LIMITS.

C. DISINFECTION: CLEAN AND DISINFECT POTABLE WATER MAINS AS DIRECTED BY THE LOCAL

AUTHORITY, OR, IF METHOD IS NOT PRESCRIBED BY THE LOCAL AUTHORITY, USE PROCEDURE

DESCRIBED IN AWWA C651.

D. PREPARE REPORTS OF TESTING ACTIVITIES AND SUBMIT TO THE ENGINEER FOR APPROVAL.

14.) IDENTIFICATION

A. INSTALL CONTINUOUS UNDERGROUND DETECTABLE WARNING TAPE DURING BACKFILLING OF

TRENCH FOR UNDERGROUND WATER-DISTRIBUTION PIPING. LOCATE BELOW FINISHED GRADE,

DIRECTLY OVER PIPING.

SITE STORM UTILITY DRAINAGE PIPING

1.) PIPE AND FITTINGS- GENERAL

B. ALL STORMWATER PIPE, INLETS, HEADWALLS, AND RELATED APPURTENANCES SHALL MEET LOCAL

D.O.T. STANDARDS.

C. ALL STORMWATER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH PIPE MANUFACTURERS

INSTRUCTIONS.

2.) STEEL PIPE AND FITTINGS

A. CORRUGATED-STEEL PIPE AND FITTINGS: ASTM A 760/A 760M, TYPE I WITH FITTINGS OF SIMILAR

FORM AND CONSTRUCTION AS PIPE.

1. STANDARD-JOINT BANDS: CORRUGATED STEEL.

2. COATING: ALUMINUM OR BITUMINOUS

3.) PE PIPE AND FITTINGS

A. CORRUGATED PE DRAINAGE PIPE AND FITTINGS NPS 3 TO NPS 10 : AASHTO M 252M; NPS 12 TO

NPS 48 : AASHTO M 294M TYPE S, WITH SMOOTH WATERWAY FOR COUPLING JOINTS.

B. SILTTIGHT COUPLINGS: PE SLEEVE WITH ASTM D 1056, TYPE 2, CLASS A, GRADE 2 GASKET

MATERIAL THAT MATES WITH TUBE AND FITTINGS.

4.) PVC CORRUGATED PIPE AND FITTINGS

A. CORRUGATED PVC DRAINAGE PIPE AND FITTINGS NPS 4 TO NPS 36: SMOOTH INTERIOR, ASTM F949, 46 PSI STIFFNESS WHEN TESTED IN ACCORDANCE WITH ASTM D2412. PVC COMPOUND HAVING A

MINIMUM CELL CLASSIFICATION OF 12454 AS DEFINED IN ASTM D1784. FITTINGS: SMOOTH

INTERIOR, ASTM F949, SECTION 5.2.3 OR F794, SECTION 7.2.4. JOINTS SHALL BE MADE WITH

INTEGRALLY-FORMED BELL AND SPIGOT GASKETED CONNECTIONS. MANUFACTURER SHALL

PROVIDE DOCUMENTATION SHOWING NO LEAKAGE WHEN GASKETED PIPE JOINTS ARE TESTED IN

ACCORDANCE WITH ASTM D3212. ELASTOMERIC SEALS (GASKETS) SHALL MEET ASTM F477.

5.) CONCRETE PIPE AND FITTINGS

A. REINFORCED-CONCRETE SEWER PIPE AND FITTINGS: ASTM C 76 . BELL-AND-SPIGOT OR

TONGUE-AND-GROOVE ENDS AND GASKETED JOINTS WITH ASTM C 443 , RUBBER GASKETS OR

SEALANT JOINTS WITH ASTM C 990 , BITUMEN OR BUTYL-RUBBER SEALANT. CLASS III, WALL B.

B. CAST-IRON AREA DRAINS: ASME A112.6.3 GRAY-IRON ROUND BODY WITH ANCHOR FLANGE AND ROUND GRATE. INCLUDE BOTTOM OUTLET WITH INSIDE CALK OR SPIGOT CONNECTION, OF SIZES

INDICATED.

6.) MANHOLES

A. STANDARD PRECAST CONCRETE MANHOLES:

1. DESCRIPTION: ASTM C 478 , PRECAST, REINFORCED CONCRETE, OF DEPTH INDICATED, WITH

PROVISION FOR SEALANT JOINTS.

2. DIAMETER: 48 INCHES MINIMUM UNLESS OTHERWISE INDICATED.

3. BALLAST: INCREASE THICKNESS OF PRECAST CONCRETE SECTIONS OR ADD CONCRETE TO

BASE SECTION AS REQUIRED TO PREVENT FLOTATION.

4. BASE SECTION: 6-INCH MINIMUM THICKNESS FOR FLOOR SLAB AND 4-INCH MINIMUM

THICKNESS FOR WALLS AND BASE RISER SECTION, AND SEPARATE BASE SLAB OR BASE

SECTION WITH INTEGRAL FLOOR.

5. RISER SECTIONS: 4-INCH MINIMUM THICKNESS, AND LENGTHS TO PROVIDE DEPTH INDICATED.

6. TOP SECTION: ECCENTRIC-CONE TYPE UNLESS CONCENTRIC-CONE OR FLAT-SLAB-TOP TYPE

IS INDICATED, AND TOP OF CONE OF SIZE THAT MATCHES GRADE RINGS.

7. JOINT SEALANT: ASTM C 990 , BITUMEN OR BUTYL RUBBER.

8. STEPS: INDIVIDUAL FRP STEPS OR FRP LADDER, WIDE ENOUGH TO ALLOW WORKER TO PLACE

BOTH FEET ON ONE STEP AND DESIGNED TO PREVENT LATERAL SLIPPAGE OFF STEP. CAST

OR ANCHOR STEPS INTO SIDEWALLS AT 12- TO 16-INCH INTERVALS. OMIT STEPS IF TOTAL

DEPTH FROM FLOOR OF MANHOLE TO FINISHED GRADE IS LESS THAN 48 INCHES.

B. MANHOLE FRAMES AND COVERS:

1. DESCRIPTION: FERROUS; 24-INCH ID BY 7- TO 9-INCH RISER WITH 4-INCH- MINIMUM WIDTH

FLANGE AND 26-INCH- DIAMETER COVER. INCLUDE INDENTED TOP DESIGN WITH LETTERING

CAST INTO COVER, USING WORDING EQUIVALENT TO "STORM SEWER."

2. MATERIAL: ASTM A 536, GRADE 60-40-18 DUCTILE IRON UNLESS OTHERWISE INDICATED.

7.) INLET & JUNCTION BOXES

A. STANDARD PRECAST CONCRETE:

1. DESCRIPTION: ASTM C 478 , PRECAST, REINFORCED CONCRETE, OF DEPTH INDICATED, WITH

PROVISION FOR SEALANT JOINTS.

2. BASE SECTION: 6-INCH MINIMUM THICKNESS FOR FLOOR SLAB AND 4-INCH MINIMUM

THICKNESS FOR WALLS AND BASE RISER SECTION, AND SEPARATE BASE SLAB OR BASE

SECTION WITH INTEGRAL FLOOR.

3. RISER SECTIONS: 4-INCH MINIMUM THICKNESS, 48-INCH DIAMETER, AND LENGTHS TO

PROVIDE DEPTH INDICATED.

4. TOP SECTION: ECCENTRIC-CONE TYPE UNLESS CONCENTRIC-CONE OR FLAT-SLAB-TOP TYPE

IS INDICATED. TOP OF CONE OF SIZE THAT MATCHES GRADE RINGS.

5. JOINT SEALANT: ASTM C 990 , BITUMEN OR BUTYL RUBBER.

6. STEPS: INDIVIDUAL FRP STEPS OR FRP LADDER, WIDE ENOUGH TO ALLOW WORKER TO PLACE

BOTH FEET ON ONE STEP AND DESIGNED TO PREVENT LATERAL SLIPPAGE OFF STEP. CAST

OR ANCHOR STEPS INTO SIDEWALLS AT 12- TO 16-INCH INTERVALS. OMIT STEPS IF TOTAL

DEPTH FROM FLOOR OF CATCH BASIN TO FINISHED GRADE IS LESS THAN 48 INCHES.

7. PIPE CONNECTORS: ASTM C 923 , RESILIENT, OF SIZE REQUIRED, FOR EACH PIPE

CONNECTING TO BASE SECTION.

8.) STORMWATER DETENTION STRUCTURES

A. CAST-IN-PLACE CONCRETE, STORMWATER DETENTION STRUCTURES: CONSTRUCTED OF

REINFORCED-CONCRETE BOTTOM, WALLS, AND TOP; DESIGNED ACCORDING TO ASTM C 890 FOR

A-16 (AASHTO HS20-44), HEAVY-TRAFFIC, STRUCTURAL LOADING; OF DEPTH, SHAPE, DIMENSIONS, AND APPURTENANCES INDICATED.

1. BALLAST: INCREASE THICKNESS OF CONCRETE AS REQUIRED TO PREVENT FLOTATION.

2. GRADE RINGS: INCLUDE TWO OR THREE REINFORCED-CONCRETE RINGS, OF 6- TO 9-INCH

TOTAL THICKNESS, THAT MATCH 24-INCH- DIAMETER FRAME AND COVER.

3. STEPS: INDIVIDUAL FRP STEPS OR FRP LADDER, WIDE ENOUGH TO ALLOW WORKER TO PLACE

BOTH FEET ON ONE STEP AND DESIGNED TO PREVENT LATERAL SLIPPAGE OFF STEP. CAST

OR ANCHOR STEPS INTO SIDEWALLS AT 12- TO 16-INCH INTERVALS. OMIT STEPS IF TOTAL

DEPTH FROM FLOOR OF STRUCTURE TO FINISHED GRADE IS LESS THAN 48 INCHES.

4. FORM AND CAST WIERS AND PIPE OPENINGS AS INDICATED ON DRAWINGS.

B. MANHOLE FRAMES AND COVERS: ASTM A 536, GRADE 60-40-18, DUCTILE-IRON CASTINGS

DESIGNED FOR HEAVY-DUTY SERVICE.

9.) PIPE OUTLETS

A. PRE-CAST HEAD WALLS: PRE-CAST REINFORCED CONCRETE, WITH APRON AND TAPERED SIDES.

B. SLOPE PAVED HEAD WALLS: CAST-IN-PLACE REINFORCED CONCRETE AS SHOWN ON DRAWINGS.

C. RIPRAP BASINS: BROKEN, IRREGULARLY SIZED AND SHAPED, GRADED STONE ACCORDING TO

NSSGA'S "QUARRIED STONE FOR EROSION AND SEDIMENT CONTROL." MINIMUM STONE SIZE AND

DIMENSIONS AS SHOWN ON DRAWINGS.

10.) PIPING INSTALLATION

A. INSTALL LOCATOR WIRE OR TAPE 6-INCHES ABOVE ALL NON-METALLIC PIPING.

B. INSTALL BEDDING AND BACKFILL IN ACCORDANCE WITH PIPE MANUFACTURERS INSTRUCTIONS.

C. BEGIN INSTALLATION AT DOWNSTREAM PIPING CONNECTION TO OUTFALL POINT.

D. CONSTRUCT ALL HEADWALLS FLUSH WITH EXISTING AND PROPOSED EMBANKMENT SLOPES.

11.) CLEANING

A. CLEAN INTERIOR OF PIPING OF DIRT AND SUPERFLUOUS MATERIALS.\

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GENERAL NOTES

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AS SHOWN

JOHNS CREEK, GA

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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/EUG/EUG/E

UG/E

OHP

WATER

SPIGOT

POWER

OUTLET

WOOD FENCE

W O

D FENCE

W O

D FENCE

GATE

WATER

SPIGOT

ICV

GREEN

HOUSE

SWING

SET

TIM

BER W

ALL

TIM

BER W

ALL

TOP=1017.22

OUT=1013.22

VISITORS

CENTER

SIGN

HERITAGE

GUARD

BUTTERFLY

GARDEN

W O

D FENCE

C O

N C

RAISED

BEDS

(TYP.)

GOAT

FEED

DISPLAY

(TYP.)

4X4

POST

DISPLAY

WATER

SPIGOT

STAR

POND

BLO

ALL

TURTLE

ENCLOSR

DUCK

POND

DECK

GOAT

HOUSE

STONE

BOC

GAZEBO

CHICKEN

RABIT

CAGE

SAT

DISH

ROCK SURFACE SIDEWALK

RIP-RAP DITCH

15"HDPE

APPROX

DIRECTION

TREE

W O

D FENCE

BUTTERFLY

GARDEN

EXISTING

ROCK

WALL

RAVEL CELLS

TREE

LOD

LOD LOD

LOD

LODLOD

LOD

LODLOD

LOD

EXISTING FENCE TO REMAIN,

CONTRACTOR RESPONSIBLE FOR

DAMAGE, (TYP. )

EXISTING ROCK SIDEWALK TO BE

REMOVED. CONTRACTOR TO STORE ALL

UNDAMAGED ROCK ON SITE FOR REUSE.

STACK ALL STONE NEATLY ON SITE

WHERE DIRECTED BY OWNER'S

REPRESENTATIVE.

EXISTING BENCHES AND CHALK

BOARD TO REMAIN. CONTRACTOR TO

RELOCATE BENCHES AS NEEDED.

CONTRACTOR RESPONSIBLE FOR

DAMAGE, (TYP. )

EXISTING WOOD FENCE

TO BE REMOVED

EXISTING RAISED PLANTING

BEDS, FENCING, SHED, TIMBER

WALLS TO BE REMOVED.

OWNER TO CLEAN OUT SHED

OF ALL TOOLS AND DESIRABLE

MATERIAL PRIOR TO

DEMOLITION.CONTRACTOR TO

NOTIFY OWNER PRIOR TO

SHED DEMOLITION.

EXISTING UNDERGROUND ELECTRICAL

LINE TO REMAIN, (CONTRACTOR

RESPONSIBLE FOR DAMAGES , TYP. )

EXISTING FENCE TO REMAIN,

CONTRACTOR RESPONSIBLE FOR

DAMAGE, (TYP.)

EXISTING SIGNS TO

REMAIN, CONTRACTOR

RESPONSIBLE FOR

DAMAGE, (TYP. )

EXISTING TREE TO BE REMOVED.

CONTRACTOR TO GRUB OUT ROOTS

AND STUMPS 2' BELOW GRADE.

EXISTING GAB AND GEOGRID MATERIAL

OUTSIDE LOD TO REMAIN, (CONTRACTOR

RESPONSIBLE FOR DAMAGES, TYP. )

EXISTING GAB AND

GEOGRID MATERIAL INSIDE

LOD TO BE SAWCUT AND

REMOVED, TYP.

EXISTING WATER SPIGOT TO

REMAIN PROTECTED IN

PLACE. CONTRACTOR

RESPONSIBLE FOR DAMAGE,

(TYP.)

EXISTING SIGNS, DISPLAY, AND

POSTS TO BE REMOVED AND

SURRENDERED TO OWNER.

EXISTING TREES TO REMAIN,

CONTRACTOR IS RESPONSIBLE

FOR DAMAGE TO TREE AND ROOT

STRUCTURES OUTSIDE LOD, TYP.

EXISTING ROCK ART SNAKE

& SIGN TO BE REMOVED

AND SURRENDERED TO

OWNER.

EXISTING WOOD FENCE

TO BE REMOVED, (TYP.)

EXISTING SIGNS, DISPLAY, AND

POSTS TO BE REMOVED AND

SURRENDERED TO OWNER.

EXISTING TREES TO REMAIN,

CONTRACTOR IS RESPONSIBLE

FOR DAMAGE TO TREE AND ROOT

STRUCTURES OUTSIDE LOD, TYP.

EXISTING TREES TO REMAIN,

CONTRACTOR IS RESPONSIBLE

FOR DAMAGE TO TREE AND ROOT

STRUCTURES OUTSIDE LOD, TYP.

CONTRACTOR TO REMOVE ROCK

WHERE NEEDED TO CONSTRUCT

MSE WALL.

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) 512-3261

MATT PATE

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) 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.

3) 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.

4) 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.

5) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS AND SPECIFICATIONS

WITHOUT THE PRIOR WRITTEN CONSENT OF THE ENGINEER.

6) 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.

7) 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.

8) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS OF CRANES AND

CONSTRUCTION EQUIPMENT OPERATIONS DURING DEMOLITION ACTIVITY.

9) CONTRACTOR EQUIPMENT SHALL NOT BE PARKED IN COUNTY, CITY OR STATE

RIGHT-OF-WAY, AND MUST BE STORED WITHIN SITE.

10) COORDINATE WITH THE CITY OF JOHNS CREEK AS REQUIRED DURING ALL DEMOLITION

AND NEW CONSTRUCTION ACTIVITIES.

11) 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.

12) ALL BUFFERS AND TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING

AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.

13) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS MATERIALS IN STRICT

ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS.

14) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY DISPOSED OF, OFF SITE.

15) CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER PRIOR TO ANY EXCAVATION.

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.

LEGEND

FENCE TO BE REMOVED. SEE NOTE FOR DETAIL.

BUILDING/CONCRETE TO BE REMOVED

GRAVEL TO BE REMOVED

EXISTING FENCE

PROPERTY LINE

LIMITS OF DISTURBANCE

TREE PROTECTION FENCE

EXISTING TREE TO BE REMOVED

LOD LOD LOD

ILL

K, G

9, 1S

, 1

939.019

DEMOLITION PLAN

C-0

02/17/2025

1" = 10'

JOHNS CREEK, GA

9.0

- A

L E

G\ C-

0 D

.D W ted on : 3

/3/

:54

S he et Sc ale :1"

1" = 10'

SCALE IN FEET

10 5 10 20

OHP

UG/E

UG/EUG/E

UG/E

OHP

POWER

OUTLET

WOOD FENCE

GATE

WATER

SPIGOT

ICV

SIGN

HC SIGN

GREEN

HOUSE

SWING

SET

TIM

BER W

ALL

TIM

BER W

ALL

4X4

DRAIN

TOP=1017.22

OUT=1013.22

VISITORS

CENTER

SIGN

BUTTERFLY

GARDEN

W O

D FENCE

C O

N C

WATER

SPIGOT

STAR

POND

BLO

ALL

TURTLE

ENCLOSR

DUCK

POND

DECK

GOAT

HOUSE

STONE

BOC

GAZEBO

CHICKEN

RABIT

CAGE

SAT

DISH

RIP-RAP DITCH

15"HDPE

APPROX

DIRECTION

TREE

EXISTING

ROCK

WALL

RAVEL CELLS

TREE

LOD

LOD LOD

LOD

LODLOD

LOD

LODLOD

LOD

UG/E

C-5

ACCESSIBLE RAMP

W/ HANDRAIL

(TYP.)

C-5

SLOPED CHEEK WALL

WALL #2

(TYP.)

C-5

ENCLOSURE INTERIOR

DOUBLE SIDED FENCE

(BY OTHERS)

(TYP.)

6.7'

16'

12'

(TYP.)

12'

17'

EXISTING BENCHES TO

REMAIN, PROTECTED IN

PLACE.

EXISTING TREES TO

REMAIN. CONTRACTOR

RESPONSIBLE FOR ROOT

STRUCTURE DAMAGE

OUTSIDE LOD. NO

EQUIPMENT STORAGE

INSIDE TREE SAVE FENCE

AREAS, TYP.

EXISTING FENCED

AREA TO REMAIN,

PROTECTED IN PLACE

APPROXIMATE MSE WALL

TIEBACK LENGTH

PROPOSED GOAT PEN

GATE (BY OTHERS )

PROPOSED SWALE

CENTERLINE, SEE

GRADING PLAN

(TYP.)

C-5

ENCLOSURE

PERIMETER FENCE

(BY OTHERS)

(TYP.)

C-5

CONCRETE WALL -

WALL #5

(TYP.)

DESIGN-BUILD KEYSTONE KEYSYSTEM III SEGMENTAL BLOCK

RETAINING WALL #1, CONTRACTOR TO SUBMIT GA ENGINEER

STAMPED SHOP DRAWINGS FOR REVIEW BY OWNER AND

CONSULTANT PRIOR TO CONSTRUCTION, (TYP.) REFER TO

WALL PROFILES FOR DESIGN GUIDANCE. BLOCK SAMPLE AND

COLOR TO BE SELECTED BY OWNER. - WALL #7

C-5

CONCRETE TO GAB

AND GEOGRID

TRANSITION

(TYP.)

10.5'

24'

41'

29.5'

16'

PROPOSED SHED (BY OTHERS)

WATER LINE TO QUICK

COUPLER CONNECTION

POURED IN PLACE

CONCRETE WALL EXTENDS

TO CORNER TO HIDE EDGE

OF MSE BLOCK WALL. MSE

BLOCK WALL TO ABUT

INSIDE EDGE OF POURED IN

PLACE CONCRETE WALL.

TURNDOWN SLAB EXTENDS

TO CORNER TO HIDE EDGE

OF MSE BLOCK WALL. MSE

BLOCK WALL TO ABUT

INSIDE EDGE OF POURED IN

PLACE TURNDOWN SLAB.

C-5.2

SLEEVE-IT

ANCHORING

SYSTEM (21)

(TYP.)

C-5

CONCRETE SLAB

TURNDOWN (NO CURB) -

TURNDOWNS #4 AND #6

(TYP.)

C-5

SLOPED CHEEK WALL -

WALL #1

(TYP.)

C-5

4-BOARD SITE FENCE

(BY OTHERS)

(TYP.)

CENTER DRAIN IN

ENCLOSURE SPACE AND

CONTROL JOINT LAYOUT.

C-5

QUICK COUPLER

CONNECTION

(TYP.)

PROPOSED POWER

UNDER FROM EXISTING

PANEL (SEE SITE

ELECTRICAL)

C-5

ENCLOSURE PERIMETER

FENCE GATE (BY OTHERS)

(TYP.)

C-6

CONCRETE SLAB TURNDOWN

(W/CURB) - TURNDOWN #3

(TYP.)

C-5

ENCLOSURE SURFACE

AND DRAINAGE

(TYP.)

6' (TYP.)

C-5STEPS WITH HANDRAIL

(TYP.)

C-5 RAMP WITH HANDRAIL

(TYP.)

OMIT TURNDOWN SLAB

WHEN ADJACENT GRADE

IS A FALL OF 3" OR LESS.

6X6 POST WITH DUPLEX

MOUNTED, DIRECTLY

ADJACENT FENCE POST.

SEE ELECTRICAL.

6X6 POST WITH DUPLEX

MOUNTED, DIRECTLY ADJACENT

FENCE POST. SEE ELECTRICAL.

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) 512-3261

MATT PATE

GENERAL NOTES:

1) 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.

2) 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), <#-#> (<OVERLAY DISTRICT>),

2) NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE

BEEN COMPLETED ON THE SITE.

3) ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS SHALL BE CLEARLY

IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND

DISTURBANCE.

4) NO OUTSIDE STORAGE IS PROPOSED. THIS INCLUDES SUPPLIES, VEHICLE, EQUIPMENT,

PRODUCTS, ETC.

5) SIGNS (LOCATION, NUMBER, AND SIZE) ARE NOT APPROVED UNDER THIS DEVELOPMENT

PERMIT. A SEPARATE PERMIT IS REQUIRED FOR ON-SITE SIGNAGE.

6) 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.

7) ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION MEASURES SHALL BE

INSTALLED PRIOR TO ANY GRADING.

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

9) 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.

10) 24 HOUR CONTACT: MATT PATE, 678-512-3261

11) 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

CONCRETE SIDEWALK AND SLAB PAVING

PROPOSED MSE WALL

CONCRETE SLAB TURNDOWN WITHOUT CURB

SLOPED CHEEK WALL

CONCRETE SLAB TURNDOWN WITH CURB

CONCRETE WALL

PROPERTY LINE

PROPOSED HANDRAIL

ILL

K, G

9, 1S

, 1

939.019

SITE PLAN

C-1

02/17/2025

1" = 10'

JOHNS CREEK, GA

9.0

- A

L E

G\ C-

1 S

ted on

: 3 /3/

:57

I S he et

Sc ale

:1"

1" = 10'

SCALE IN FEET

10 5 10 20

OHP UG/E

UG/E

WATER

SPIGOT

ICV

TIM

BER W

ALL

TOP=1017.22

OUT=1013.22

W O

D FENCE

C O

N C

BOC

15"HDPE

APPROX

DIRECTION

EXISTING

ROCK

WALL

RAVEL CELLS

LOD

LOD LOD

LOD

LODLOD

LOD

LODLOD

LOD

UG/E

1710181018

-4.09%

-14.30%

-7.44%

-4.49%

-1 .8

-12.79%

1011.85

1012.00

1013.00

1012.88 TW

1012.87

1012.14

1012.12 1012.00

1008.44

1008.50 TW

1012.12 TW

1011.81 TW

1011.91 TW

1011.58 TW

1011.50 TW

1012.12

1012.62 TW

1012.01

1012.54 TW

1009.03

1011.94

1012.14

1012.00

1012.00 TW

1012.14 BW

1012.13 BW

1011.84 BW

1012.88 BW

1011.79 BW

1009.41 BW

1010.23 BW

1009.00 BW

1009.59 BW

1009.33 BW

1012.00 TW

TOP STEP

1012.00

BTM STEP

1008.50

1012.09 TW

1010.00 BW

1008.44 BW

??? BW

1004.00

1011.58 BW

1011.50 BW

1012.00 1011.93

1008.86 BW

1009.51 TW

1011.90 1012.00 TW

1005.94 BW

1009.53 BW

-1.04%

-1.91%

-1.66%

1012.00

-1.20%

-1.91%

-2.33%

OHP

OHP UG/E

UG/E

WATER

SPIGOT

ICV

TIM

BER W

ALL

TOP=1017.22

OUT=1013.22

W O

D FENCE

C O

N C

BOC

15"HDPE

APPROX

DIRECTION

EXISTING

ROCK

WALL

RAVEL CELLS

LOD

LOD LOD

LOD

LODLOD

LOD

LODLOD

LOD

UG/E

1710181018

1004.01

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) 512-3261

MATT PATE

GENERAL NOTES:

1) ALL HEAD WALL SECTIONS SHALL BE

CONSTRUCTED TO BE FLUSH WITH THE EXISTING

DITCH BANK AND PROPOSED EMBANKMENT

SLOPES.

2) THE SOURCE OF THE TOPOGRAPHIC AND

ELEVATION DATA IS FROM THE TOPOGRAPHIC

SURVEY PROVIDED BY THOMAS & HUTTON DATED

10/25/2023.

3) UNDISTURBED BUFFERS SHALL BE PLANTED

TO BUFFER STANDARDS WHERE SPARSELY

VEGETATED OR WHERE DISTURBED DUE TO

APPROVED UTILITY CROSSINGS. REPLANTING IS

SUBJECT TO CITY ARBORIST APPROVAL.

4) CALL BEFORE YOU DIG (800) 282-7411

5) ALL STATE WATERS (AS DEFINED BY O.C.G.A.

12-7) REQUIRE A MINIMUM UNDISTURBED BUFFER,

MEASURED FROM THE POINT OF WRESTED

VEGETATION, FIFTY (50) FEET WIDE AND AN

ADDITIONAL IMPERVIOUS SETBACK OF

TWENTY-FIVE (25) FEET ON BOTH SIDES OF THE

STREAM OR NORMAL POOL LEVEL (I.E.

LAKE/POND).

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

6) TREE PROTECTION FENCE SHALL BE

INSTALLED PRIOR TO…

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