ITB _2026_005 CONSTRUCT ANIMAL SHELTER ADDEND.pdf

PDF 16 MB Posted Apr 8, 2026

Attached to: CONSTRUCT ANIMAL SHELTER
Solicitation number: PE-63950-NONST-2026-000000023
Issued by: Lee County, Georgia

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Written by GovTribe AI · Apr 13, 2026

This document is an Addendum 1 to Invitation to Bid (ITB) #2026-005 issued by Lumpkin County Board of Commissioners in Dahlonega, Georgia, for the construction of an animal shelter expansion. The addendum, issued on April 9, 2026, provides clarifications on specifications for the project located at 1363 Red Oak Flats Road on Land Lot 118 in Lumpkin County. The bid closing date is May 7, 2026, at 2:00 PM. The project involves the construction of a new administration building, renovation of existing kennels, construction of new kennels, demolition of the existing shelter building, and associated site improvements including storm drainage systems, utility installations, and erosion control measures. The total site comprises 1.279 acres with 0.95 acres of disturbed area. The addendum includes comprehensive civil site plans stamped January 5, 2026, and addresses questions regarding project specifications, particularly wall construction requirements and specifications for mechanically stabilized earth walls that require professional engineering certification prior to construction.

The project requires compliance with all applicable local, state, and federal regulations, including OSHA requirements, wetland protection standards, and the Georgia Manual for Erosion and Sediment Control. Water and sanitary sewer services are provided by Lumpkin County. The site is not located within a flood hazard zone and does not contain wetlands but is located within 200 feet of state waters requiring a 25-50 foot undisturbed stream buffer. Storm drainage improvements include multiple HDPE pipes ranging from 12 to 24 inches in diameter, and the design accommodates a 25-year, 24-hour rain event. Construction is estimated to begin in December 2025, with a phased approach including clearing, grading, building construction, utility installation, and permanent stabilization. The contractor is responsible for demolition of the existing shelter building, removal of kennels, and all erosion control measures, while the owner retains responsibility for relocating a storage shed and managing fence panels from existing kennels.

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File	Type	Posted
ITB 2026_005 CONSTRUCT ANIMAL SHELTER.pdf	PDF	Apr 8, 2026
Specification Book_Lumpkin Co Animal Shelter_.pdf	PDF	Apr 8, 2026
Binder1 FULL SET.pdf	PDF	Apr 8, 2026

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ITB#2026-005 CONSTRUCT ANIMAL SHELTER Page 1

ITB #2026-005 Construct Animal Shelter

QUESTIONS & ANSWERS

CLARIFICATION ON SPECIFICATIONS

ADDENDUM 1

Return to: Lumpkin County Board of Commissioners Ryan McDuffie, Purchasing Agent 99 Courthouse Hill, Suite D Dahlonega, GA 30533

Bid Closing Date: May 7, 2026 at 2:00 PM Bid Issue Date: April 8, 2026 Addendum Issue Date: April 9, 2026 Pages: 18 By: Ryan McDuffie, Purchasing Agent

Vendor Name: ________________________________________________________________ (A copy must be attached to the Addenda Acknowledgement)

CIVIL SITE PLANS STAMPED 1-5-26

(OSHA) AND ALL LOCAL, STATE AND FEDERAL RULES AND REGULATIONS. PROPER SAFETY

FROM THIS POINT IN AN APPROPRIATE AND LEGAL MANNER. PLAN APPROVAL OR PERMIT

PERMITTING, HAVE BEEN MET. THE ONUS IS ON THE OWNER / DEVELOPER / BUILDER TO

DISCOVER WHAT ADDITIONAL PERMITTING OR APPROVALS MAY BE NECESSARY TO OPERATE

THE APPROVAL OF THESE PLANS AND THE ISSUANCE OF THIS LAND DISTURBANCE PERMIT

SHALL BE REPORTED TO THE PROJECT DESIGNER PRIOR TO CONSTRUCTION.

APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL BY HALL

DAMAGE TO ANY EXISTING UTILITY LINES RESULTING FROM CONTRACTOR

NEGLIGENCE SHALL BE REPAIRED AT CONTRACTOR EXPENSE.

WILL BE IN OPEN TRENCHES FOR A PORTION OF THE SCOPE OF WORK ON THIS SITE.

APPLICABLE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

CONTRACTORS SHALL CONDUCT ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF

PRIOR TO ANY CONSTRUCTION. ANY DEVIATION FROM THE DESIGN LOCATIONS

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS

EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY.

PROCEDURES ARE OF SPECIAL CONCERN ON THIS PROJECT CONSIDERING THAT WORKERS

IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO CONTACT THE

APPROPRIATE REGULATORY AGENCY FOR APPROVAL OF ANY WETLANDS

DISTURBANCE.

COUNTY OF ANY LAND DISTURBING ACTIVITIES WITHIN WETLAND AREAS.

DOES NOT IN ANY WAY SUGGEST THAT ALL OTHER REQUIREMENTS FOR THE LEGAL OR

ISSUANCE DOES NOT ABSOLVE THE APPLICANT FROM COMPLYING WITH ALL APPLICABLE

LAWS, POLICIES, STANDARDS OR OTHER PERMITS WHICH MAY BE REQUIRED FOR THIS

APPROPRIATE OPERATIONS FOR THIS ACTIVITY, WHICH MAY REQUIRE ADDITIONAL

PROJECT.

SITE PLANS FOR

LAND LOT 118, 11th DISTRICT

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INITIAL EROSION CONTROL PLAN

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STORM & GRADING PLAN

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UTILITY PLAN

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EROSION CONTROL DETAILS

LUMPKIN COUNTY

ANIMAL SHELTER

EXPANSION

1363 RED OAK FLATS ROAD

DAHLONEGA, GA

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1. TOTAL ACREAGE OF SITE = 1.279 AC. 2. DISTURBED AREA = 0.95 AC. 3. BOUNDARY INFORMATION BASED ON PLAT BY GEOIMAGE DATED JULY 17, 2025. 4. TOPOGRAPHIC INFORMATION BASED ON MEAN SEA LEVEL AND IS FROM LUMPKIN COUNTY LIDAR DATA. 5. NO PORTION OF THIS SITE IS LOCATED WITHIN A ZONE A FLOOD HAZARD ZONE AS DEFINED ON F.I.R.M. MAPS FOR HALL COUNTY. REFER TO PANEL NO. 13187 C 0275 D DATED 4/4/2018. 6. ALL CONSTRUCTION TO COMPLY WITH LUMPKIN COUNTY STANDARDS. 7. SEE ARCHITECTURAL PLANS FOR BUILDING FLOOR PLAN DIMENSIONS, DOOR LOCATIONS, AND OTHER ARCHITECTURAL DETAILS. 9. HANDICAP PARKING SPACES SHALL BE DESIGNATED AS RESERVED FOR DISABLED BY A SIGN SHOWING THE SYMBOL OF ACCESSIBILITY. SUCH SIGNS SHALL NOT BE OBSCURED BY VEHICLES PARKING IN THE SPACES. 10. NOTIFY LUMPKIN COUNTY INSPECTIONS 24 HOURS BEFORE BEGINNING OF EVERY PHASE OF CONSTRUCTION. 11. SIGNS (LOCATION, NUMBER AND/OR SIZE) ARE NOT APPROVED UNDER THIS BUILDING PERMIT. A SEPARATE PERMIT IS REQUIRED FOR EACH SIGN. 12. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED. 13. THE LOCATIONS OF ALL BUILDINGS FROM PROPERTY LINES AND OTHER BUILDINGS SHALL COMPLY WITH THE HEIGHT AND AREA LIMITATIONS OF TABLE 500 AND THE FIRE RESISTIVE REQUIREMENTS OF TABLE 600 OF THE 1994 STANDARD BUILDING CODE WITH 2000 STATE OF GEORGIA AMENDMENTS BASED ON OCCUPANCY GROUP CLASSIFICATIONS AND TYPES OF CONSTRUCTION. 14. SANITARY SEWER SERVICE PROVIDED BY LUMPKIN COUNTY. 15. WATER PROVIDED BY LUMPKIN COUNTY. 16. HYDROLOGY STUDY IS PROVIDED FOR THIS DEVELOPMENT PER REPORT BY MYERS & CO., INC. DATED OCTOBER 30, 2025.

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WETLAND PROTECTION

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UTILITIES DISCLAIMER

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OSHA DISCLAIMER

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DEVELOPMENT SERVICES PERMITTING DISCLAIMER

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SITE ADDRESS:

AutoCAD SHX Text DESIGNER: MYERS & CO., INC. P.O. BOX 634 GAINESVILLE, GEORGIA 30503 PHONE: (770) 654-9172 CONTACT: ED MYERS EMAIL: ed@myers-and-co.com

AutoCAD SHX Text P.O. BOX 634 770-654-9172 770-654-9172 GAINESVILLE, GA 30503 ed@myers-and-co.comed@myers-and-co.com

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LUMPKIN COUNTY ANIMAL SHELTER

AutoCAD SHX Text LAND LOT 118, 11th DISTRICT LUMPKIN COUNTY, GEORGIA

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GSWCC#21552

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COVER SHEET

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RED OAK FLATS RD

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%%UDEVELOPER:

AutoCAD SHX Text LUMPKIN CO HUMANE SOCIETY 99 COURTHOUSE HILL SUITE A DAHLONEGA, GA 30533 24-HOUR PHONE: ASHLEY PECK 24-CONTACT: 706-482-2550 EMAIL: ashley.peck@lumpkincounty.gov

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AutoCAD SHX Text STORM DRAINAGE SYSTEM CERTIFICATION Georgia, County of Lumpkin I N. Edward Myers, P.E., certify that the storm drainage system shown on this drawing is properly designed to N. Edward Myers, P.E., certify that the storm drainage system shown on this drawing is properly designed to , certify that the storm drainage system shown on this drawing is properly designed to serve the development shown, thereon, as well as being adequate both in size and design to serve the entire drainage area, above each structure or feature, whose storm drainage waters would normally be carried through this development on a 25-year, 24-hour rain event. It is further certified that the information shown hereon is true and correct and all data have been checked in the field. All drainage easements have been provided, where necessary. By: ________________________________ 25513 12/1/25 25513 12/1/25 12/1/25 Registered Professional Engineer Number Date Number Date Date

Chris Maloney

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AutoCAD SHX Text P.O. BOX 634 770-654-9172 770-654-9172 GAINESVILLE, GA 30503 ed@myers-and-co.comed@myers-and-co.com

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LUMPKIN COUNTY ANIMAL SHELTER

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AutoCAD SHX Text S24%%17611'43"E

AutoCAD SHX Text 22.89'

AutoCAD SHX Text L8

AutoCAD SHX Text S43%%17636'49"E

AutoCAD SHX Text 28.91'

AutoCAD SHX Text L9

AutoCAD SHX Text S58%%17608'19"E

AutoCAD SHX Text 37.73'

AutoCAD SHX Text L10

AutoCAD SHX Text S64%%17633'35"E

AutoCAD SHX Text 58.77'

AutoCAD SHX Text L1

AutoCAD SHX Text L2

AutoCAD SHX Text L3

AutoCAD SHX Text L4

AutoCAD SHX Text L5

AutoCAD SHX Text L6

AutoCAD SHX Text L7

AutoCAD SHX Text L8

AutoCAD SHX Text L9

AutoCAD SHX Text L10

AutoCAD SHX Text

L2-L10 ARE C/L OF

AutoCAD SHX Text

EXISTING 30' INGRESS

AutoCAD SHX Text

EGRESS EASEMENT

AutoCAD SHX Text

PER DB 1329 PG 595

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

BOTTOM OF

AutoCAD SHX Text

DRY POND

AutoCAD SHX Text

25' STATE STREAM BUFFER

AutoCAD SHX Text

KENNELS TO BE REMOVED

AutoCAD SHX Text

SHIPPING CONTAINER TO BE REMOVED

AutoCAD SHX Text

SHED TO BE RELOCATED

AutoCAD SHX Text

FRAME

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

KENNELS TO BE REMOVED

AutoCAD SHX Text gate

AutoCAD SHX Text G

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

EX KENNEL BLDG

AutoCAD SHX Text

ASPHALT TO BE REMOVED

AutoCAD SHX Text

EX 12" WL

AutoCAD SHX Text

EX 12" FM

AutoCAD SHX Text

ASPHALT TO REMAIN

AutoCAD SHX Text

GRAVEL TO BE REMOVED

AutoCAD SHX Text

25' STATE STREAM BUFFER

AutoCAD SHX Text

EX WATER SERVICE LINE TO BE REPLACED

AutoCAD SHX Text

EX WATER METER

AutoCAD SHX Text

EX 18" CMP

AutoCAD SHX Text

RAMP

AutoCAD SHX Text P.O. BOX 634 770-654-9172 770-654-9172 GAINESVILLE, GA 30503 ed@myers-and-co.comed@myers-and-co.com

AutoCAD SHX Text photocopied, or in any way without the

AutoCAD SHX Text either electronic, mechanical, printed, AutoCAD SHX Text reproduced, or stored in any retrieval system, AutoCAD SHX Text specific project and location identified herein

AutoCAD SHX Text & Co. It is to be used for the

AutoCAD SHX Text This drawing is the sole property of Myers

AutoCAD SHX Text only. No part of this drawing may be

AutoCAD SHX Text or transmitted in any form or by any means

AutoCAD SHX Text written permission of Myers & Co.

AutoCAD SHX Text

AutoCAD SHX Text 25-20

AutoCAD SHX Text 10-30-25

AutoCAD SHX Text

LUMPKIN COUNTY ANIMAL SHELTER

AutoCAD SHX Text LAND LOT 118, 11th DISTRICT LUMPKIN COUNTY, GEORGIA

AutoCAD SHX Text

GSWCC#21552

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text M

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

NO. 25513

AutoCAD SHX Text 1-5-26

AutoCAD SHX Text 1 11/18/25 -Added wall specifications.

AutoCAD SHX Text 2 1/5/26 -Addressed comments.

AutoCAD SHX Text

DEMO PLAN

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

(NO SCALE)

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

SITE

AutoCAD SHX Text

RED OAK FLATS RD

AutoCAD SHX Text

RED OAK FLATS RD

AutoCAD SHX Text

LONG BRANCH ROAD

AutoCAD SHX Text

LONG BRANCH

AutoCAD SHX Text

CHESTATEE RIVER

AutoCAD SHX Text

YELLOW

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

U.S. HWY 19

AutoCAD SHX Text

PONY LAKE RD

AutoCAD SHX Text

OLD WHELCHEL RD

AutoCAD SHX Text R

AutoCAD SHX Text www.Georgia811.com

GEORGIA GRID WEST ZONE

PROP NEW

ADMIN BLDG

RENOVATED

KENNELS

NEW

KENNELS

C-4

SHEET

P r o j e c t

D e s c r i p t i o n

R e v i s i o n s

C o p y r i g h t

S h e e t

T i t l e

D A

T E

J O

M Y

E R

S C

L L

I G

H T

E S

E R

V E

M Y

E R

P A

N Y

I N

S e a l

AutoCAD SHX Text

AutoCAD SHX Text 24'

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text N/F

AutoCAD SHX Text

HOYT E ROBINSON FAMILY LP

AutoCAD SHX Text

DB Z35 PG 578

AutoCAD SHX Text

DB C36 PG 597

AutoCAD SHX Text

PB 29 PG 152

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text 18"

AutoCAD SHX Text

CMP

AutoCAD SHX Text

EX GUARD

AutoCAD SHX Text

RAIL

AutoCAD SHX Text

EX BUILDING

AutoCAD SHX Text

EX ASPHALT

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text U/P

AutoCAD SHX Text

(POC)

AutoCAD SHX Text

5/8" REBAR FOUND

AutoCAD SHX Text

BEING THE NORTHERNMOST

AutoCAD SHX Text

MONUMENT OF THE 2.12 ACRE

AutoCAD SHX Text

TRACT DEPICTED IN

AutoCAD SHX Text

PC 1, SL 210, PG 188B

AutoCAD SHX Text

(POB)

AutoCAD SHX Text

5/8" REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text

AutoCAD SHX Text N/F

AutoCAD SHX Text

NORTH GEORGIA INTERFAITH

AutoCAD SHX Text

MINISTRIES

AutoCAD SHX Text

DB 1329 PG 594^I

AutoCAD SHX Text

CAB 1 SL 210 PLAT 188B

AutoCAD SHX Text

(NOT ALL IMPROVEMENTS LOCATED)

AutoCAD SHX Text 80' R/W

AutoCAD SHX Text

COUNTY MAINTAINED

AutoCAD SHX Text

ASPHALT SURFACE

AutoCAD SHX Text N/F

AutoCAD SHX Text

HOYT E ROBINSON FAMILY LP

AutoCAD SHX Text

DB Z35 PG 578

AutoCAD SHX Text

DB C36 PG 597

AutoCAD SHX Text

PB 29 PG 152

AutoCAD SHX Text N/F

AutoCAD SHX Text

HOYT E ROBINSON FAMILY LP

AutoCAD SHX Text

DB Z35 PG 578

AutoCAD SHX Text

DB C36 PG 597

AutoCAD SHX Text

PB 29 PG 152

AutoCAD SHX Text N/F

AutoCAD SHX Text

HOYT E ROBINSON FAMILY LP

AutoCAD SHX Text

DB Z35 PG 578

AutoCAD SHX Text

DB C36 PG 597

AutoCAD SHX Text

PB 29 PG 152

AutoCAD SHX Text N 29%%17632'23" W 333.05'

AutoCAD SHX Text S 78%%17603'56" W 118.50'

AutoCAD SHX Text 69.22'

AutoCAD SHX Text S11%%17656'35"E

AutoCAD SHX Text 82.20'

AutoCAD SHX Text S83%%17618'58"W

AutoCAD SHX Text 276.41'

AutoCAD SHX Text N21%%17616'14"W

AutoCAD SHX Text 210.10'

AutoCAD SHX Text N65%%17620'08"E

AutoCAD SHX Text 264.54'

AutoCAD SHX Text S11%%17656'35"E

AutoCAD SHX Text

APPROX.

AutoCAD SHX Text

24" CMP

AutoCAD SHX Text

LINE

AutoCAD SHX Text

BEARING

AutoCAD SHX Text

DISTANCE

AutoCAD SHX Text L1

AutoCAD SHX Text S83%%17618'58"W

AutoCAD SHX Text U/P

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text 78.62'

AutoCAD SHX Text L2

AutoCAD SHX Text S05%%17657'23"E

AutoCAD SHX Text 20.21'

AutoCAD SHX Text L3

AutoCAD SHX Text S00%%17603'06"E

AutoCAD SHX Text 106.55'

AutoCAD SHX Text L4

AutoCAD SHX Text S03%%17609'44"E

AutoCAD SHX Text 43.76'

AutoCAD SHX Text L5

AutoCAD SHX Text S09%%17621'48"E

AutoCAD SHX Text 35.67'

AutoCAD SHX Text L6

AutoCAD SHX Text S14%%17625'34"E

AutoCAD SHX Text 25.40'

AutoCAD SHX Text L7

AutoCAD SHX Text S24%%17611'43"E

AutoCAD SHX Text 22.89'

AutoCAD SHX Text L8

AutoCAD SHX Text S43%%17636'49"E

AutoCAD SHX Text 28.91'

AutoCAD SHX Text L9

AutoCAD SHX Text S58%%17608'19"E

AutoCAD SHX Text 37.73'

AutoCAD SHX Text L10

AutoCAD SHX Text S64%%17633'35"E

AutoCAD SHX Text 58.77'

AutoCAD SHX Text L1

AutoCAD SHX Text L2

AutoCAD SHX Text L3

AutoCAD SHX Text L4

AutoCAD SHX Text L5

AutoCAD SHX Text L6

AutoCAD SHX Text L7

AutoCAD SHX Text L8

AutoCAD SHX Text L9

AutoCAD SHX Text L10

AutoCAD SHX Text

L2-L10 ARE C/L OF

AutoCAD SHX Text

EXISTING 30' INGRESS

AutoCAD SHX Text

EGRESS EASEMENT

AutoCAD SHX Text

PER DB 1329 PG 595

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

BOTTOM OF

AutoCAD SHX Text

DRY POND

AutoCAD SHX Text

25' STATE STREAM BUFFER

AutoCAD SHX Text

EX 12" WL

AutoCAD SHX Text

EX 12" FM

AutoCAD SHX Text

RELOCATED SHED

AutoCAD SHX Text

WALL #1

AutoCAD SHX Text

WALL #2

AutoCAD SHX Text 50' B.L.

AutoCAD SHX Text sidewalk

AutoCAD SHX Text sw

AutoCAD SHX Text

25' STATE STREAM BUFFER

AutoCAD SHX Text

AutoCAD SHX Text 19'

AutoCAD SHX Text 10'

AutoCAD SHX Text

EX WATER METER

AutoCAD SHX Text 12'

AutoCAD SHX Text 24'

AutoCAD SHX Text sidewalk

AutoCAD SHX Text

SYNTHETIC TURF/CARPET ON CONC.

AutoCAD SHX Text

AutoCAD SHX Text 22'

AutoCAD SHX Text 28'R

AutoCAD SHX Text 70'

AutoCAD SHX Text 24'

AutoCAD SHX Text

EX 18" CMP

AutoCAD SHX Text HC Ramp Type A

AutoCAD SHX Text 5'

AutoCAD SHX Text 8'-0" High Galv. Fence with Green Slates

AutoCAD SHX Text 6'-0" High Galv. Fence with Green Slates

AutoCAD SHX Text 4'-0" High Galv. Fence along top of wall

AutoCAD SHX Text 19'

AutoCAD SHX Text 9'

AutoCAD SHX Text 8'-0" High Galv. Fence with Green Slates

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text HC Sign

AutoCAD SHX Text

GEORGIA GRID WEST ZONE

AutoCAD SHX Text P.O. BOX 634 770-654-9172 770-654-9172 GAINESVILLE, GA 30503 ed@myers-and-co.comed@myers-and-co.com

AutoCAD SHX Text photocopied, or in any way without the

AutoCAD SHX Text either electronic, mechanical, printed, AutoCAD SHX Text reproduced, or stored in any retrieval system, AutoCAD SHX Text specific project and location identified herein

AutoCAD SHX Text & Co. It is to be used for the

AutoCAD SHX Text This drawing is the sole property of Myers

AutoCAD SHX Text only. No part of this drawing may be

AutoCAD SHX Text or transmitted in any form or by any means

AutoCAD SHX Text written permission of Myers & Co.

AutoCAD SHX Text

AutoCAD SHX Text 25-20

AutoCAD SHX Text 10-30-25

AutoCAD SHX Text

LUMPKIN COUNTY ANIMAL SHELTER

AutoCAD SHX Text LAND LOT 118, 11th DISTRICT LUMPKIN COUNTY, GEORGIA

AutoCAD SHX Text

GSWCC#21552

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text M

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

NO. 25513

AutoCAD SHX Text 1-5-26

AutoCAD SHX Text 1 11/18/25 -Added wall specifications.

AutoCAD SHX Text 2 1/5/26 -Addressed comments.

AutoCAD SHX Text

PROPOSED SITE PLAN

AutoCAD SHX Text

(NO SCALE)

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

SITE

AutoCAD SHX Text

RED OAK FLATS RD

AutoCAD SHX Text

RED OAK FLATS RD

AutoCAD SHX Text

LONG BRANCH ROAD

AutoCAD SHX Text

LONG BRANCH

AutoCAD SHX Text

CHESTATEE RIVER

AutoCAD SHX Text

YELLOW

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

U.S. HWY 19

AutoCAD SHX Text

PONY LAKE RD

AutoCAD SHX Text

OLD WHELCHEL RD

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

PROP NEW

ADMIN BLDG

RENOVATED

KENNELS

NEW

KENNELS

P-1

18" HDPE

88 L.F.

@ 1.00%

P-3

18" HDPE

20 L.F.

@ 1.00%

P-4

18" HDPE

76 L.F.

@ 1.00%

P-6

18" HDPE

86 L.F.

@ 3.02%

P-2

12" HDPE

57 L.F.

@ 1.00%

P-5

24" HDPE

40 L.F.

@ 3.50%

P-9

24" HDPE

10 L.F.

@ 1.00%

P-8

18" HDPE

72 L.F.

@ 2.64%

P-7

18" HDPE

119 L.F.

@ 1.00%

C-5

SHEET

P r o j e c t

D e s c r i p t i o n

R e v i s i o n s

C o p y r i g h t

S h e e t

T i t l e

D A

T E

J O

M Y

E R

S C

L L

I G

H T

E S

E R

V E

M Y

E R

P A

N Y

I N

S e a l

PIPE CHART

AutoCAD SHX Text

AutoCAD SHX Text 33.0+

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text N/F

AutoCAD SHX Text

HOYT E ROBINSON FAMILY LP

AutoCAD SHX Text

DB Z35 PG 578

AutoCAD SHX Text

DB C36 PG 597

AutoCAD SHX Text

PB 29 PG 152

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text G

AutoCAD SHX Text 18"

AutoCAD SHX Text

CMP

AutoCAD SHX Text

EX GUARD

AutoCAD SHX Text

RAIL

AutoCAD SHX Text

EX BUILDING

AutoCAD SHX Text

EX ASPHALT

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text U/P

AutoCAD SHX Text

(POC)

AutoCAD SHX Text

5/8" REBAR FOUND

AutoCAD SHX Text

BEING THE NORTHERNMOST

AutoCAD SHX Text

MONUMENT OF THE 2.12 ACRE

AutoCAD SHX Text

TRACT DEPICTED IN

AutoCAD SHX Text

PC 1, SL 210, PG 188B

AutoCAD SHX Text

(POB)

AutoCAD SHX Text

5/8" REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text N/F

AutoCAD SHX Text

NORTH GEORGIA INTERFAITH

AutoCAD SHX Text

MINISTRIES

AutoCAD SHX Text

DB 1329 PG 594^I

AutoCAD SHX Text

CAB 1 SL 210 PLAT 188B

AutoCAD SHX Text

(NOT ALL IMPROVEMENTS LOCATED)

AutoCAD SHX Text 80' R/W

AutoCAD SHX Text

COUNTY MAINTAINED

AutoCAD SHX Text

ASPHALT SURFACE

AutoCAD SHX Text N/F

AutoCAD SHX Text

HOYT E ROBINSON FAMILY LP

AutoCAD SHX Text

DB Z35 PG 578

AutoCAD SHX Text

DB C36 PG 597

AutoCAD SHX Text

PB 29 PG 152

AutoCAD SHX Text N/F

AutoCAD SHX Text

HOYT E ROBINSON FAMILY LP

AutoCAD SHX Text

DB Z35 PG 578

AutoCAD SHX Text

DB C36 PG 597

AutoCAD SHX Text

PB 29 PG 152

AutoCAD SHX Text N/F

AutoCAD SHX Text

HOYT E ROBINSON FAMILY LP

AutoCAD SHX Text

DB Z35 PG 578

AutoCAD SHX Text

DB C36 PG 597

AutoCAD SHX Text

PB 29 PG 152

AutoCAD SHX Text N 29%%17632'23" W 333.05'

AutoCAD SHX Text S 78%%17603'56" W 118.50'

AutoCAD SHX Text 69.22'

AutoCAD SHX Text S11%%17656'35"E

AutoCAD SHX Text 82.20'

AutoCAD SHX Text S83%%17618'58"W

AutoCAD SHX Text 276.41'

AutoCAD SHX Text N21%%17616'14"W

AutoCAD SHX Text 210.10'

AutoCAD SHX Text N65%%17620'08"E

AutoCAD SHX Text 264.54'

AutoCAD SHX Text S11%%17656'35"E

AutoCAD SHX Text

APPROX.

AutoCAD SHX Text

24" CMP

AutoCAD SHX Text

LINE

AutoCAD SHX Text

BEARING

AutoCAD SHX Text

DISTANCE

AutoCAD SHX Text L1

AutoCAD SHX Text S83%%17618'58"W

AutoCAD SHX Text U/P

AutoCAD SHX Text

AutoCAD SHX Text 78.62'

AutoCAD SHX Text L2

AutoCAD SHX Text S05%%17657'23"E

AutoCAD SHX Text 20.21'

AutoCAD SHX Text L3

AutoCAD SHX Text S00%%17603'06"E

AutoCAD SHX Text 106.55'

AutoCAD SHX Text L4

AutoCAD SHX Text S03%%17609'44"E

AutoCAD SHX Text 43.76'

AutoCAD SHX Text L5

AutoCAD SHX Text S09%%17621'48"E

AutoCAD SHX Text 35.67'

AutoCAD SHX Text L6

AutoCAD SHX Text S14%%17625'34"E

AutoCAD SHX Text 25.40'

AutoCAD SHX Text L7

AutoCAD SHX Text S24%%17611'43"E

AutoCAD SHX Text 22.89'

AutoCAD SHX Text L8

AutoCAD SHX Text S43%%17636'49"E

AutoCAD SHX Text 28.91'

AutoCAD SHX Text L9

AutoCAD SHX Text S58%%17608'19"E

AutoCAD SHX Text 37.73'

AutoCAD SHX Text L10

AutoCAD SHX Text S64%%17633'35"E

AutoCAD SHX Text 58.77'

AutoCAD SHX Text L1

AutoCAD SHX Text L2

AutoCAD SHX Text L3

AutoCAD SHX Text L4

AutoCAD SHX Text L5

AutoCAD SHX Text L6

AutoCAD SHX Text L7

AutoCAD SHX Text L8

AutoCAD SHX Text L9

AutoCAD SHX Text L10

AutoCAD SHX Text

L2-L10 ARE C/L OF

AutoCAD SHX Text

EXISTING 30' INGRESS

AutoCAD SHX Text

EGRESS EASEMENT

AutoCAD SHX Text

PER DB 1329 PG 595

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

BOTTOM OF

AutoCAD SHX Text

DRY POND

AutoCAD SHX Text

25' STATE STREAM BUFFER

AutoCAD SHX Text

EX 12" FM

AutoCAD SHX Text

RELOCATED SHED

AutoCAD SHX Text

WALL #1

AutoCAD SHX Text

WALL #2

AutoCAD SHX Text 50' B.L.

AutoCAD SHX Text

PIPE 5 24" HDPE 40 LF

AutoCAD SHX Text

PIPE 6 24" HDPE 86 LF

AutoCAD SHX Text

PIPE 3 18" HDPE 20 LF

AutoCAD SHX Text

PIPE 4 18" HDPE 76 LF

AutoCAD SHX Text

DWCB

AutoCAD SHX Text

AutoCAD SHX Text sidewalk

AutoCAD SHX Text sw

AutoCAD SHX Text

AutoCAD SHX Text ffe-1335.0

AutoCAD SHX Text

25' STATE STREAM BUFFER

AutoCAD SHX Text

SWCB

AutoCAD SHX Text

PIPE 1 18" HDPE 88 LF

AutoCAD SHX Text

PIPE 2 12" HDPE 57 LF

AutoCAD SHX Text +33.7

AutoCAD SHX Text +33.3

AutoCAD SHX Text +34.5

AutoCAD SHX Text +34.0

AutoCAD SHX Text

AutoCAD SHX Text sidewalk

AutoCAD SHX Text

SYNTHETIC TURF/CARPET ON CONC.

AutoCAD SHX Text 33.9+

AutoCAD SHX Text 33.3+

AutoCAD SHX Text 37.8+

AutoCAD SHX Text

AutoCAD SHX Text +34.1

AutoCAD SHX Text

AutoCAD SHX Text 35.2+

AutoCAD SHX Text +34.3

AutoCAD SHX Text +33.9

AutoCAD SHX Text 32.6+

AutoCAD SHX Text +32.6

AutoCAD SHX Text +33.0

AutoCAD SHX Text +34.3

AutoCAD SHX Text

EX 18" CMP

AutoCAD SHX Text

DWCB

AutoCAD SHX Text

PIPE 7 18" HDPE 119 LF

AutoCAD SHX Text

PIPE 8 18" HDPE 72 LF

AutoCAD SHX Text

PIPE 9 24" HDPE 10 LF

AutoCAD SHX Text 31.3+

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

STORM LINES 1,3,4,6

AutoCAD SHX Text

SWCB INLET - 1334.2 I.E. - 1330.5

AutoCAD SHX Text

PROP. GRADE

AutoCAD SHX Text

DWCB INLET - 1333.3 I.E. - 1330.1 IN I.E. - 1329.6 OUT

AutoCAD SHX Text

JB TOP - 1334.0 I.E. - 1329.4

AutoCAD SHX Text

DI INLET - 1333.1 I.E. - 1328.6

AutoCAD SHX Text

HGL 25-YR

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text

DWCB INLET - 1331.3 I.E. - 1326.0 IN P-6 & 8 I.E. - 1328.0 OUT

AutoCAD SHX Text

STORM LINE 2

AutoCAD SHX Text

DI INLET - 1333.0 I.E. - 1330.2

AutoCAD SHX Text

DWCB INLET - 1332.8 I.E. - 1330.1 IN I.E. - 1329.6 OUT

AutoCAD SHX Text

PROP. GRADE

AutoCAD SHX Text

HGL 25-YR

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text

STORM LINE 5

AutoCAD SHX Text

JB TOP - 1336.0 I.E. - 1330.0

AutoCAD SHX Text

JB TOP - 1334.0 I.E. - 1328.6

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text

PROP. GRADE

AutoCAD SHX Text

HGL 25-YR

AutoCAD SHX Text

STORM LINES 7-9

AutoCAD SHX Text

HW TOP - 1330.9 I.E. - 1327.9

AutoCAD SHX Text

DI TOP - 1332.6 I.E. - 1329.1

AutoCAD SHX Text

DI TOP - 1332.6 I.E. - 1327.9

AutoCAD SHX Text

DWCB INLET - 1331.3 I.E. - 1326.0 IN P-6 & 8 I.E. - 1328.0 OUT

AutoCAD SHX Text

HGL 25-YR

AutoCAD SHX Text

PROP. GRADE

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text P.O. BOX 634 770-654-9172 770-654-9172 GAINESVILLE, GA 30503 ed@myers-and-co.comed@myers-and-co.com

AutoCAD SHX Text photocopied, or in any way without the

AutoCAD SHX Text either electronic, mechanical, printed, AutoCAD SHX Text reproduced, or stored in any retrieval system, AutoCAD SHX Text specific project and location identified herein

AutoCAD SHX Text & Co. It is to be used for the

AutoCAD SHX Text This drawing is the sole property of Myers

AutoCAD SHX Text only. No part of this drawing may be

AutoCAD SHX Text or transmitted in any form or by any means

AutoCAD SHX Text written permission of Myers & Co.

AutoCAD SHX Text

AutoCAD SHX Text 25-20

AutoCAD SHX Text 10-30-25

AutoCAD SHX Text

LUMPKIN COUNTY ANIMAL SHELTER

AutoCAD SHX Text LAND LOT 118, 11th DISTRICT LUMPKIN COUNTY, GEORGIA

AutoCAD SHX Text

GSWCC#21552

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text M

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

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AutoCAD SHX Text

NO. 25513

AutoCAD SHX Text 1-5-26

AutoCAD SHX Text 1 11/18/25 -Added wall specifications.

AutoCAD SHX Text 2 1/5/26 -Addressed comments.

AutoCAD SHX Text

STORM & GRADING PLAN

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

SCALE H: 1"=50'

AutoCAD SHX Text V: 1"=5'

NOTES: 1. HDPE PIPE SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M-294 AND AASHTO MP7, TYPE S & D. CONNECTIONS SHALL USE A RUBBER GASKET, WHICH CONFORMS TO ASTM F-477. INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM RECOMMENDED PRACTICE D-2321, AASHTO SECTION 30, OR WITH SECTION 550 OF THE GEORGIA DOT STANDARD SPECIFICATIONS. CONSTRUCTION OF ROADS AND BRIDGES. 2. ALL REINFORCED CONCRETE PIPE (RCP) SHALL MEET GA. D.O.T. STANDARDS. 3. ALL STORM PIPE LENGTHS ARE MEASURED FROM CENTER OF INLET STRUCTURE TO CENTER OF OUTLET STRUCTURE. 4. ALL RCP PIPE JOINTS SHALL BE BELL & SPIGOT TYPES WITH A RUBBER GASKET CONFORMING TO ASTM C-443. THE PIPE SHALL BE MANUFACTURED IN ACCORDANCE WITH AASHTO M-170 AND/OR ASTM C-76. CLASS OF PIPE AND WALL THICKNESS SHALL BE IN ACCORDANCE WITH 1030-D, GEORGIA DOT SPECIFICATOIN, TABLE NO. 1. INSTALLATION SHALL BE IN ACCORDANCE WITH SECTION 550 OF THE GEORGIA DOT STANDARD SPECIFICATIONS, CONSTRUCTION OF ROADS AND BRIDGES.

C-6

SHEET

P r o j e c t

D e s c r i p t i o n

R e v i s i o n s

C o p y r i g h t

S h e e t

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AutoCAD SHX Text

EX GUARD

AutoCAD SHX Text

RAIL

AutoCAD SHX Text

HOYT E ROBINSON FAMILY LP

AutoCAD SHX Text

DB C36 PG 597

AutoCAD SHX Text

PB 29 PG 152

AutoCAD SHX Text

APPROX.

AutoCAD SHX Text

24" CMP

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

BOTTOM OF

AutoCAD SHX Text

25' STATE STREAM BUFFER

AutoCAD SHX Text

TW-1336 BW-1328

AutoCAD SHX Text

TW-1335 BW-1326

AutoCAD SHX Text

TW-1334 BW-1326

AutoCAD SHX Text

TW-1334 BW-1324

AutoCAD SHX Text

TW-1334 BW-1322

AutoCAD SHX Text

TW-1334 BW-1318

AutoCAD SHX Text

WALL #1

AutoCAD SHX Text

WALL #2

AutoCAD SHX Text

TW-1336 BW-1335

AutoCAD SHX Text

TW-1340 BW-1335

AutoCAD SHX Text

TW-1340 BW-1335

AutoCAD SHX Text

TW-1338 BW-1335

AutoCAD SHX Text 50' B.L.

AutoCAD SHX Text

DWCB

AutoCAD SHX Text

AutoCAD SHX Text sidewalk

AutoCAD SHX Text sw

AutoCAD SHX Text

AutoCAD SHX Text ffe-1335.0

AutoCAD SHX Text

25' STATE STREAM BUFFER

AutoCAD SHX Text

SWCB

AutoCAD SHX Text sidewalk

AutoCAD SHX Text

TW-1334 BW-1320

AutoCAD SHX Text

TW-1326 BW-1324

AutoCAD SHX Text

EX 18" CMP

AutoCAD SHX Text

DWCB

AutoCAD SHX Text

WALL 1

AutoCAD SHX Text

PROP. WALL

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+50

AutoCAD SHX Text 1+00

AutoCAD SHX Text 1+50

AutoCAD SHX Text 2+00

AutoCAD SHX Text

EX 24" STORM

AutoCAD SHX Text 2+50

AutoCAD SHX Text 3+00

AutoCAD SHX Text 3+45

AutoCAD SHX Text

WALL 2

AutoCAD SHX Text

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+50

AutoCAD SHX Text 0+81

AutoCAD SHX Text

PROP. WALL

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text P.O. BOX 634 770-654-9172 770-654-9172 GAINESVILLE, GA 30503 ed@myers-and-co.comed@myers-and-co.com

AutoCAD SHX Text photocopied, or in any way without the

AutoCAD SHX Text either electronic, mechanical, printed, AutoCAD SHX Text reproduced, or stored in any retrieval system, AutoCAD SHX Text specific project and location identified herein

AutoCAD SHX Text & Co. It is to be used for the

AutoCAD SHX Text This drawing is the sole property of Myers

AutoCAD SHX Text only. No part of this drawing may be

AutoCAD SHX Text or transmitted in any form or by any means

AutoCAD SHX Text written permission of Myers & Co.

AutoCAD SHX Text

AutoCAD SHX Text 25-20

AutoCAD SHX Text 10-30-25

AutoCAD SHX Text

LUMPKIN COUNTY ANIMAL SHELTER

AutoCAD SHX Text LAND LOT 118, 11th DISTRICT LUMPKIN COUNTY, GEORGIA

AutoCAD SHX Text

GSWCC#21552

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text M

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

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AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

PROFESSIONAL

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AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text E

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AutoCAD SHX Text

NO. 25513

AutoCAD SHX Text 1-5-26

AutoCAD SHX Text 1 11/18/25 -Added wall specifications.

AutoCAD SHX Text 2 1/5/26 -Addressed comments.

AutoCAD SHX Text

WALL PLAN

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

SCALE H: 1"=50'

AutoCAD SHX Text V: 1"=5'

AutoCAD SHX Text WALL NOTES: 1. WALLS SHALL BE MECHANICALLY STABILIZED EARTH WALLS, OR APPROVED EQUAL. 2. CONTRACTOR SHALL SUBMIT WALL DESIGN STAMPED BY A P.E. FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.

AutoCAD SHX Text

SCALE H: 1"=50'

V: 1"=5'

1-1/4" HDPE

Forcemain

Prop

Forcemain

To Be Installed by

Others

Connect to new force main

Control Panel

Pump System

PROP NEW

ADMIN BLDG

UNI-LATERAL

Stainless Steel

Lateral Valve

1-1/4" HDPE

Forcemain

Prop. 2" PVC

Water Service

Line

4" PVC SEWER

LATERAL

4" PVC SEWER

LATERAL

Prop. 1-1/4"

PE Gas

Line

GAS

METER

RENOVATED

KENNELS

NEW

KENNELS

36"x96" Duplex

Fiberglass Pump

Station

ZooTrooper

Model No. ZTSC-500

Solids Interceptor

PROP NEW

ADMIN BLDG

C-7

SHEET

P r o j e c t

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36"x96" Duplex

Fiberglass Pump

Station

Control Panel

Pump System

Low Voltage

Transformer

ZooTrooper

Model No. ZTSC-500

Solid Interceptor

AutoCAD SHX Text

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text N/F

AutoCAD SHX Text

HOYT E ROBINSON FAMILY LP

AutoCAD SHX Text

DB Z35 PG 578

AutoCAD SHX Text

DB C36 PG 597

AutoCAD SHX Text

PB 29 PG 152

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text G

AutoCAD SHX Text 18"

AutoCAD SHX Text

CMP

AutoCAD SHX Text

EX BUILDING

AutoCAD SHX Text

EX ASPHALT

AutoCAD SHX Text

DRIVE

AutoCAD SHX Text U/P

AutoCAD SHX Text

(POC)

AutoCAD SHX Text

5/8" REBAR FOUND

AutoCAD SHX Text

BEING THE NORTHERNMOST

AutoCAD SHX Text

MONUMENT OF THE 2.12 ACRE

AutoCAD SHX Text

TRACT DEPICTED IN

AutoCAD SHX Text

PC 1, SL 210, PG 188B

AutoCAD SHX Text

(POB)

AutoCAD SHX Text

5/8" REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text

AutoCAD SHX Text N/F

AutoCAD SHX Text

NORTH GEORGIA INTERFAITH

AutoCAD SHX Text

MINISTRIES

AutoCAD SHX Text

DB 1329 PG 594^I

AutoCAD SHX Text

CAB 1 SL 210 PLAT 188B

AutoCAD SHX Text

(NOT ALL IMPROVEMENTS LOCATED)

AutoCAD SHX Text N/F

AutoCAD SHX Text

HOYT E ROBINSON FAMILY LP

AutoCAD SHX Text

DB Z35 PG 578

AutoCAD SHX Text

DB C36 PG 597

AutoCAD SHX Text

PB 29 PG 152

AutoCAD SHX Text N/F

AutoCAD SHX Text

HOYT E ROBINSON FAMILY LP

AutoCAD SHX Text

DB Z35 PG 578

AutoCAD SHX Text

DB C36 PG 597

AutoCAD SHX Text

PB 29 PG 152

AutoCAD SHX Text N/F

AutoCAD SHX Text

HOYT E ROBINSON FAMILY LP

AutoCAD SHX Text

DB Z35 PG 578

AutoCAD SHX Text

DB C36 PG 597

AutoCAD SHX Text

PB 29 PG 152

AutoCAD SHX Text N 29%%17632'23" W 333.05'

AutoCAD SHX Text S 78%%17603'56" W 118.50'

AutoCAD SHX Text 69.22'

AutoCAD SHX Text S11%%17656'35"E

AutoCAD SHX Text 82.20'

AutoCAD SHX Text S83%%17618'58"W

AutoCAD SHX Text 276.41'

AutoCAD SHX Text N21%%17616'14"W

AutoCAD SHX Text 210.10'

AutoCAD SHX Text N65%%17620'08"E

AutoCAD SHX Text 264.54'

AutoCAD SHX Text S11%%17656'35"E

AutoCAD SHX Text

APPROX.

AutoCAD SHX Text

24" CMP

AutoCAD SHX Text

LINE

AutoCAD SHX Text

BEARING

AutoCAD SHX Text

DISTANCE

AutoCAD SHX Text L1

AutoCAD SHX Text S83%%17618'58"W

AutoCAD SHX Text U/P

AutoCAD SHX Text

AutoCAD SHX Text 1/2"

AutoCAD SHX Text

REBAR

AutoCAD SHX Text

FOUND

AutoCAD SHX Text 78.62'

AutoCAD SHX Text L2

AutoCAD SHX Text S05%%17657'23"E

AutoCAD SHX Text 20.21'

AutoCAD SHX Text L3

AutoCAD SHX Text S00%%17603'06"E

AutoCAD SHX Text 106.55'

AutoCAD SHX Text L4

AutoCAD SHX Text S03%%17609'44"E

AutoCAD SHX Text 43.76'

AutoCAD SHX Text L5

AutoCAD SHX Text S09%%17621'48"E

AutoCAD SHX Text 35.67'

AutoCAD SHX Text L6

AutoCAD SHX Text S14%%17625'34"E

AutoCAD SHX Text 25.40'

AutoCAD SHX Text L7

AutoCAD SHX Text S24%%17611'43"E

AutoCAD SHX Text 22.89'

AutoCAD SHX Text L8

AutoCAD SHX Text S43%%17636'49"E

AutoCAD SHX Text 28.91'

AutoCAD SHX Text L9

AutoCAD SHX Text S58%%17608'19"E

AutoCAD SHX Text 37.73'

AutoCAD SHX Text L10

AutoCAD SHX Text S64%%17633'35"E

AutoCAD SHX Text 58.77'

AutoCAD SHX Text L1

AutoCAD SHX Text L2

AutoCAD SHX Text L3

AutoCAD SHX Text L4

AutoCAD SHX Text L5

AutoCAD SHX Text L6

AutoCAD SHX Text L7

AutoCAD SHX Text L8

AutoCAD SHX Text L9

AutoCAD SHX Text L10

AutoCAD SHX Text

L2-L10 ARE C/L OF

AutoCAD SHX Text

EXISTING 30' INGRESS

AutoCAD SHX Text

EGRESS EASEMENT

AutoCAD SHX Text

PER DB 1329 PG 595

AutoCAD SHX Text

STREAM

AutoCAD SHX Text

BOTTOM OF

AutoCAD SHX Text

DRY POND

AutoCAD SHX Text

25' STATE STREAM BUFFER

AutoCAD SHX Text

EX 12" WL

AutoCAD SHX Text

EX 12" FM

AutoCAD SHX Text

RELOCATED SHED

AutoCAD SHX Text

WALL #1

AutoCAD SHX Text

WALL #2

AutoCAD SHX Text 50' B.L.

AutoCAD SHX Text

AutoCAD SHX Text sidewalk

AutoCAD SHX Text sw

AutoCAD SHX Text

AutoCAD SHX Text ffe-1335.0

AutoCAD SHX Text

25' STATE STREAM BUFFER

AutoCAD SHX Text

EX WATER METER

AutoCAD SHX Text

AutoCAD SHX Text sidewalk

AutoCAD SHX Text

SYNTHETIC TURF/CARPET ON CONC.

AutoCAD SHX Text

EX 18" CMP

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text 210.10'

AutoCAD SHX Text

AutoCAD SHX Text ffe-1335.0

AutoCAD SHX Text P.O. BOX 634 770-654-9172 770-654-9172 GAINESVILLE, GA 30503 ed@myers-and-co.comed@myers-and-co.com

AutoCAD SHX Text photocopied, or in any way without the

AutoCAD SHX Text either electronic, mechanical, printed, AutoCAD SHX Text reproduced, or stored in any retrieval system, AutoCAD SHX Text specific project and location identified herein

AutoCAD SHX Text & Co. It is to be used for the

AutoCAD SHX Text This drawing is the sole property of Myers

AutoCAD SHX Text only. No part of this drawing may be

AutoCAD SHX Text or transmitted in any form or by any means

AutoCAD SHX Text written permission of Myers & Co.

AutoCAD SHX Text

AutoCAD SHX Text 25-20

AutoCAD SHX Text 10-30-25

AutoCAD SHX Text

LUMPKIN COUNTY ANIMAL SHELTER

AutoCAD SHX Text LAND LOT 118, 11th DISTRICT LUMPKIN COUNTY, GEORGIA

AutoCAD SHX Text

GSWCC#21552

AutoCAD SHX Text S

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text M

AutoCAD SHX Text D

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text W

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text T

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD…

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File details come from the government source that posted it. Updated Apr 13, 2026.