Attachment D _ Design Plans and Technical Spe.pdf
PDF 12 MB Posted
- Attached to
- GATEWAY MONUMENT AND PARK IDENTIFICATION SIGNAGE
- Solicitation number
- PE-66869-NONST-2025-000000018
- Issued by
- Dekalb County, Georgia
About this file
This file comprises design intent drawings and technical specifications for Stonecrest, Georgia's park identification signage project, prepared by Merje (Found Design, LLC) on behalf of the City of Stonecrest. The project includes the fabrication and installation of park identification signs (PARK.ID.1 type), tertiary gateway signs (GATE.3 type), and related wayfinding components across multiple park locations within the city. The specifications detail two primary sign types: Park Identification signs measuring approximately 6 feet wide by 6 feet 8 inches tall with aluminum poles and stone veneer bases, and Gateway signs measuring 7 feet 6 inches tall with aluminum construction. Installation locations span multiple parks including Panola Park, South River Trail, Browns Mill Park, and Salem Park. The contractor must submit comprehensive shop drawings signed and sealed by a licensed structural engineer in Georgia, along with color samples, material specifications, graphic layouts, and full-size prototype signs if requested. All fabrication and installation work must comply with the 2009 MUTCD standards, International Building Code, and Georgia Building Codes, with design wind speeds of 115 mph (ultimate) and 89.1 mph (nominal). The contractor bears full responsibility for site verification, existing condition assessment, utility coordination, traffic control, tree trimming where signs obstruct visibility, and removal of existing signage prior to new installation.
The specifications establish a three-year warranty period from substantial completion covering all workmanship, materials, fasteners, and finishes, with additional manufacturer warranties required for paints (minimum 7 years), reflective vinyl (minimum 8 years), and non-reflective vinyl (minimum 10 years). The contractor must provide attic stock components as outlined on the bid form and maintain all sign components free from defects including scaling, peeling, fading, warping, vinyl shrinking, adhesion failures, and structural integrity issues. All costs associated with submittals, sample materials, prototype fabrication, traffic control permits, tree protection, concrete restoration, surface replacement matching existing materials and finishes, and construction waste management must be included in the lump sum bid proposal. The contract requires the contractor to coordinate with property owners and adjacent businesses, conduct pre-construction conferences, maintain daily construction reports with photographic documentation, and achieve substantial completion with a minimum of 90 percent of project units fabricated and installed. Liquidated damages apply for failure to meet substantial completion deadlines, calculated at rates ranging from $500 to $1,500 per day depending on contract value, with no time extensions granted for prototype fabrication delays.
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Text version
Note: Attachment “D” – Design Plans and Technical Specification include information on additional “Gateway” monument signage.
The additional “Gateway” Monument Signage are not a part of this project and will be solicited at a later date.
DO NOT INCLUDE COST FOR THE ADDITIONAL GATWAY”
MONUMENT SIGNS” IN RESPONSE TO THIS
SOLICITATION.
Note: Attachment “D” – Design Plans and Technical Specification include information in reference to bid submittal requirements.
Please disregard as this solicitation establishes the submittal and City requirements.
Attachment "D"
Stonecrest, GA Park Identification Signage
DESIGN INTENT DRAWINGS
09/16/2024
5 W. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
DESIGN CRITERIA:
Location:
Stonecrest, GA Design Codes:
International Building Code (IBC), International Fire Code, National Electrical Code, and International Energy Conservation Code
Wind Design Data:
Ultimate Design Wind Speed, Vult = 115 mph
Nominal Design Wind Speed, Vasd = 89.1 mph Risk Category = III Wind Exposure “C”
GENERAL NOTES:
1. All work to be done within existing government owned rights of way.
2. Concrete Compressive Strength, f'c=4000 PSI., MIN. Special inspection not required.
3. Bolt Steel - Stainless steel type 316 - All hardware to be tamper proof.
4. All Steel Poles to be made from ASTM A53 Grade B Steel (Fy= 35 KSI)
5. All Aluminum members to have alloy type 6061-T6. Weld filler to be 4043.
6. Sign Cabinets shall be fabricated in the shop of an approved fabricator.
7. �Allowable soil bearing pressures based on Georgia Building Codes Class 4 material or better.
Special inspection not required. (If soft or sandy soil, collapsing or unstable soil, organic materials or groundwater are encountered, immediately contact the engineer of record for additional foundation requirements.)
8. Anchor bolts ASTM F1554 Grade 36, U.N.O.
9. Reinforcing steel ASTM A615, Grade 60.
10. �Provide 3" min. clear concrete cover for all steel embedded in concrete footing unless noted otherwise.
| 11. | �Aluminum welding to conform to AWS D1.2 / D1.2H: 2008 Structural welding code: Aluminum. |
| 12. | �Sign Installer shall field verify that the site conditions are consistent with these drawings |
prior to sign installation. Notify engineer of record immediately if site conditions vary from these drawings.
| 13. | Provide protective coating for all steel to be in contact with earth. |
| 14. | �Provide isolation of dissimilar materials including a protective coating for all aluminum to be |
in contact with concrete and for all aluminum to be in contact with steel.
15. Provide slope away from base of pole and anchorage.
16. �Capacities for TRANSPO Break-Safe and Pole-Safe support systems per manufacturer supplied technical data.
17. �The project fabricator is responsible for providing shop drawings prior to fabrication for review and approval by the Design Team and Project Engineer. If the fabricator's shop drawings propose means or methods that deviate from the materials, products, processes, construction details or installation methods identified in these design intent drawings, the fabricator shall have their Shop Drawing signed and sealed by a professional engineer licensed in the State of Georgia. Use of these design intent drawings as a basis for design for the fabricator Shop Drawings does not relinquish the fabricator from constructing the signs to the level of quality and structural integrity necessary for the projects location.
General Notes
NOTE: PLEASE DISREGARD AND REFERENCE TO
ADDITIONAL GATEWAY MONUMENT SIGNAGE WITH THE
EXCEPTION OF 005 - SOUTH RIVER LOCATION.
ADDITIONAL GATEWAY MONUMENT SIGNAGE WILL BE
SOLICITED AT A LATER DATE.
Table of Contents
A. Graphic Standards Paint and Material Color Chart............................. A.1 Typography Specifications.................................... A.2 Project Artwork....................................................... A.4
B. Sign Location Plans Project Boundary.................................................... B.1 Sign Location Plans................................................ B.2 Sign Location Photos............................................. B.9
C. Menu of Sign Types
D. Design Intent Drawings
PARK.ID.1 Park Identification................................ D.6
E. Construction Details
TRANSPO® 5100 Break-Safe................................ E.5
PARK.ID.1 Foundation Details............................... E.6
F. Technical Specifications
Gate 3 Tertiary Gate Identification.................D5
Graphic StandardsA
SPECIFICATIONS
REVISIONS
CLIENT / PROJECT
SHEET TITLE
DATE
SUBCONSULTANT
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be noti-fied of any variations from the dimensions and condi-tions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department.
JM09/16/24
A.1
NOTES
Stonecrest, GA
Gateways & Park IDs
5 W. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
Color & Material Chart
SAMPLE SUBMITTALS:
The FABRICATOR must submit three (3) identical sets of each color specified for approval prior to any painting. Sample paint swatches must be produced on .080" aluminum sheet, approximately 3" x 6", including primer and free of defects. Sample material swatches should be the same approximate size.
Samples MUST have project and color specifications attached to back side.
The colors must look exactly the same every time they are used so that people associate them with the Stonecrest Georgia Wayfinding Program. All media, vinyl, paint, and inks must be produced so that the colors match as specified on this page.
To match Matthews Paint MP 03549 Turnberry White
To match Pantone P 56-7 C
To match Pantone P 4-15 C
To match Pantone P 179-14 C
Surface applied, exterior sign paint and protective top coat:
MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish.
Surface applied, exterior sign paint and protective top coat:
MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish.
Surface applied, exterior sign paint and protective top coat:
MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish.
Surface applied, exterior sign paint and protective top coat:
MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish.
P PAINTS NAME SPECIFICATION PROCESS
P1
P2
P3
P4
White
Red
Dark Grey
Yellow
Grey
R REFLECTIVE VINYL NAME SPECIFICATION APPLICABLE PROCESS
R4
R1 White 3M High Intensity Prismatic Reflective Sheeting 3930 Color: White
3M High Intensity Prismatic Reflective Sheeting 3930 Color Match: Pantone®1585
3M High Intensity Prismatic Reflective Sheeting 3930 Color Match: Pantone® 7545
Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet.
Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet.
Custom Color: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet.
Knockout White: Background and Characters 3M custom inks direct to 3930 with 3M approved Clear UV/Graffiti overlaminate. *Applied according to Manufacturers Spec to aluminum sheet.
* MUST comply with MUTCD section Table 2A-3 – Minimum maintained retroreflectivity levels. Approved process: Durst RHO 161 TS printer. Sherine Industries: (604) 513-1887.
NOTE: All 3M products are to be processed and applied according to 3M specifications. The seaming of material is NOT preferred. If the height of a sign panel is greater then 48 inches, the 3M 3930 material should be oriented vertically with stripes at 0 degrees, to avoid the seaming of material. If seaming is required, it should occur at the rule line or between messages.
Standard for System (typ.)
Standard for System (typ.)
Standard for System (typ.)
OrangeR2
3M High Intensity Prismatic Reflective Sheeting 3930 Color Match: Pantone® 427
Standard for System (typ.)
BlueR3
To match Pantone P 175-2 C Surface applied, exterior sign paint and protective top coat:
MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish.P5 Light Grey
To match Pantone P 151-15 C Surface applied, exterior sign paint and protective top coat:
MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish.P6 Light Green
To match Pantone P 153-7 C Surface applied, exterior sign paint and protective top coat:
MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish.P7 Medium Green
To match Matthews Paint MP 03364 Dopplebock Surface applied, exterior sign paint and protective top coat:
MATTHEWS Acrylic Polyurethane with Clear Coat Satin finish.P7 Dark Brown
Medium Thick Drystack Fieldstone, Natural Thin Veneer. Stone available at Fieldstone Center, Inc. 10575 Old Atlanta Hwy, Covington, GA 30014
Medium Thick Drystack Fieldstone, Natural Thin Veneer. Stone available at Fieldstone Center, Inc. 10575 Old Atlanta Hwy, Covington, GA 30014
Apply stone veneer with Type S mortar, starting at the base and working upward. Installed without visible mortar joints. Apply stone sealant to enhance durability and weather resistance.
Apply stone veneer with Type S mortar, starting at the base and working upward. Installed without visible mortar joints. Apply stone sealant to enhance durability and weather resistance.
M MATERIALS NAME SPECIFICATION PROCESS
M1
M2
Weathered Gray Stone
Tan and Buff Stone
CLIENT / PROJECT
SHEET TITLE
DATE
SUBCONSULTANT
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be noti-fied of any variations from the dimensions and condi-tions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department.
JM09/16/24
NOTES
Stonecrest, GA
Gateways & Park IDs
5 W. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
A.2
All type shall be set exactly as specified. Substitutions will only be accepted, at the DESIGNER’S discretion, where they match the specified typeface in every detail. The FABRICATOR should be aware that different versions of typesetting equipment may not satisfactorily match specified typefaces and in such instances will not be acceptable.
Typography Specifications
Gotham Medium
ABCDEFGHIJKLMNOPQRSTUVWXYZ
abcdefghijklmnopqrstuvwxyz
1234567890 ‘’!@#$%^
Amongst the several mechanical Arts that have engaged my attention, there is no one which I have pursued with so much steadiness and pleasure, as that of Letter Founding.
Downtown Downtown Downtown
123A 123A 123A acceptable NOT acceptable NOT acceptable acceptable NOT acceptable NOT acceptable
This apostrophe is CORRECT.
GOTHAM MEDIUM
This apostrophe is INCORRECT.
Sometimes the Foot mark is mistaken for an apostrophe and an inch mark is mistaken for quotations. Below are examples of correct and incorrect apostrophes for each typeface.
PARK’S
PARK'S
TYPEFACE FOR: PARK IDS
CLIENT / PROJECT
SHEET TITLE
DATE
SUBCONSULTANT
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be noti-fied of any variations from the dimensions and condi-tions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department.
JM09/16/24
A.3
NOTES
Stonecrest, GA
Gateways & Park IDs
5 W. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
Typography Specifications
Individual spacing of each letter needs to be evaluated. All copy shall be kerned so that each character is optically centered between the center of each of the surrounding characters.
Panola Park Panola Park
SIGN TEXT STANDARDS
LETTER-SPACING
IMPORTANT: Individual spacing of each letter needs to be evaluated. See Examples Above.
Kern all Copy so that each character is optically centered between the center of each of the surrounding characters.
TYPEFACE 1 TYPEFACE 1
Inconsistencies in Letter Spacing Corrected Letter Spacing
X baselinebaselineEjklHEjklH
COPY HEIGHT
When measuring copy height, measure only the height of the Capital letters to determine your overall copy height (shown in illustration below as “X”) Some of the other letters have an extended height beyond the average height of the letters.
baselinebaseline baselinebaseline
EjklHEjklH EjklHEjklH
LINE SPACING
X
When measuring line spacing, always measure from the baseline of the topmost text line to the baseline of the text line below (shown as “X”)
CLIENT / PROJECT
SHEET TITLE
DATE
SUBCONSULTANT
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be noti-fied of any variations from the dimensions and condi-tions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department.
JM09/16/24
NOTES
Stonecrest, GA
Gateways & Park IDs
5 W. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
A.4
All artwork pictured on this page will be provided to the sign fabricator by the designer and/or client. This artwork must be used for all sign applications in this provided documentation. Do NOT substitute with any other artwork!
Project Artwork
LOGO/SIGNAGE ELEMENTS
Patterns
Sign Location PlanB
CLIENT / PROJECT
SHEET TITLE
DATE
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction.
Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication.
All copy shall be proofread by client and legal requirements checked by legal department.
JM
09/16/2024
B.1
SPECIFICATIONS
Stonecrest,GA Location Plan
5 N. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
1. �General sign locations are provided on these plan sheets.
2. �The Message Schedule provides more detailed guidance of sign location in the
Remarks column.
3. Refer to the Message Schedule for the final messages of each sign.
4. Utilize the above Legend to help determine sign types, and other details of location.
NOTES:
901 Parks—Identification
SIGNAGE LEGEND
Project Boundary
Crooked Creek
H on ey cr e e k
McCla in Creek
Rock Creek
South River
Lakes Davidson
Lake Stone Mountain
R o w la nd
R d
M aplewood Dr A llg oo d Rd
R ays
R d
N ewgate Dr
Mercer Rd
Kelley C hapel R d
H e a rn R d
H ea r n R d
Austin Rd
Church Rd
Mainstreet Park Dr
Shadow Rock D r
Stephenson Rd
M ar ti n
R d
W al ker Rd
P hi lli p s R d
Stonewall Jackson Dr
K in g R d
M il l er R d
R ockland Rd
C ro ssv ale R d
Woodrow Rd
Hil l vale Rd
Shire Dr
K lo nd ik e R d
E Fairview R d S W
E
M ays Rd
Fairview Rd
Rock R d
Flat Bridg e Rd SW
Old Conyers Rd
Alex a nders L ake Rd SW
Deshong Dr
Pleasant Hill Rd
S D es ho n Rd
S D esho n
R d
R ogers Lake R d
Asbury DrStephenson Rd
Maddox Rd
Coffe e Rd
Spa i n Rd
Tu rn er H ill R d
I ris Dr SW
Klondike Rd SW
Hurst R d SW
Hayden Quarry Rd
Rockl and Rd
S Goddard Rd
Union Gro ve RdTurne r Hi l l Rd N
La ke
Capri R d N
W
Plunket t Rd
L a ke R ocka w ay Rd NW
A bb ot t R d S
W
Flat Shoals R d SW M cD aniel M i l l R d S W Smyrna Rd SW
H o ney Creek Rd SW
Redan Rd
S Hair s to n R d
W el lb or n R d
S H ai r s to n
R d
Rockbridge Rd
Pa no la R d
Redan Rd
Marbut Rd
Stone Mountain Lithonia Rd
Hillandal e Dr
Pan ol a R d
Li th on ia
In dustri al B lv d
M ill er R d
Snapfinger Woods Dr
K lo nd ik e R d
Access Rd Covington Hwy
Klondike Rd SW
M cD an ie l M i l l R d
SW
K londik e R d
H ig hw ay
S W
Memorial Dr
H ighw ay 155
Highw ay 155 N
Highway 138 E
H ighw ay
S W
R o ck C ha pe l R d
Rockbridge Rd
Highway 138 SW
Highway 212 SW
Covingto n Hwy
Covington Hwy
Country Club Southland
Golf Course Mystery Valley
Golf Course Metropolitan
Park Hidden Valley
Park Wade-Walker
Preserve Mountain Nature Davidson Arabia
Mountain Park Panola Conservation
Park Miners Creek
Park Mountain State
Panola
Kings Ridge
Pine Lake
Dogwood Hills
Chapel Hill
Royal Oaks
Willowcreek Pinehurst
Leisure Woods
Del Pines
Bowden
Patillo Point
Carriage Trace
Estates Colonial Coach
Swan Lake
Cross Roads Scarbrough
Autumn Chase
Swift Creek
Pine MountainBramblewood
Green Cumberland
Woodstream
Woods Sheffield
Stonecrest
Miners Creek
Salem West
Fairington
Klondike
Lake Browns Mill
Hidden Lakes
Woods Brookfield
Panola
Estates Country
Martin Creek
Pinecrest
Hidden Valley Richardson
Bermuda
Rock Chapel
The Landings
Mountain CoveMeadow Hills
Lithonia
Lake Capri
Collinsville
Redan
Stonecrest
Esri Community Maps Contributors, Stonecrest, Esri, TomTom, Garmin, SafeGraph, GeoTechnologies, Inc, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, USFWS
SHEET TITLE
DATE
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction.
Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication.
All copy shall be proofread by client and legal requirements checked by legal department.
JM
09/16/2024
B.2
SPECIFICATIONS
Stonecrest,GA Location Plan
5 N. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
Sign Location Plans
1. �General sign locations are provided on these plan sheets.
2. �The Message Schedule provides more detailed guidance of sign location in the
Remarks column.
3. Refer to the Message Schedule for the final messages of each sign.
4. Utilize the above Legend to help determine sign types, and other details of location.
NOTES:
DISREGARD
SIGNAGE LEGEND
Clarks Creek
H o ne yc re ek
B uck B ranch
Al m an d
C re ek
M ar k B ra nc h
Lakes Davidson
B or in g Rd
Kelley C hapel R d
Columbia P kwy
P heasant
D r
Rex Rd
H earn R d
H ea rn R d
Fl ak es M ill Rd
Austin Rd
O rc hard Rd
Church Rd
Cook Dr
M ill er R d
Snapfinger Woods Dr
C hupp Rd
P ark C e n tral B lvd
W oodrow
D r
Rockland Rd
C rossv ale R d
Woodrow Rd
Hil l vale Rd
Shire Dr
K lo nd ik e R d
E Fairview R d SW
Rock R d
Austin R d
Flat Bridg e Rd SW
Ale xanders L ake Rd SW
Tu rn er H ill R d Iris Dr SW
Iris Dr SW
Klondike Rd SW
R ockbridge Rd
NW
Sigman Rd NW
Hurst R d SW
Hayden Quarry Rd
Rockl and Rd
S Goddard Rd
Union Gro ve Rd Turne r Hil l Rd N
Lester R d N
W
La ke
Capri R d N
W
Plunkett Rd
L ak e
Rocka w ay R d
NW
A bb o t t R d S
W
Ir w in B ri dg e R d N
W
Turn er Rd SW
Bonds Lake
Rd
NW
Flat Shoals R d SW M c
D an iel M i l l R d
Ebenezer R d S
W
S myrna Rd SW
G ra na d e R d
SW
E b en ez e r R d
Stanton R d S
E
Walker Rd SW
Irw in
B ridge
R d
N W
P arker
R d
S
E
Snapfinger Rd
Rainbow Dr
R iv er R d
S Hairsto n R d
Hillandale Dr
Pa n ol a
R d
Li th on ia
In dustri al B lv d
M ill er R d
Snapfinger Woods Dr
K lo nd ik e R d
Access Rd Covington Hwy
Iris Dr SW
Klondike Rd SW
M cDanie l M il l R d
SW
K londik e R d
Flat Shoals Rd S W
Browns M i l l Rd
H ighw ay 155
Highw ay 155 N
Highway 138 SW
Highway 212 SW
Covingt on Hwy
Covington Hwy
Golf Course Metropolitan
Chapel Hill Park
Park Hidden Valley
Preserve Mountain Nature Davidson Arabia
Mountain Park Panola Conservation
Park Miners Creek
Park Mountain State
Panola
Briar Glen
East Glen
Riverchase
Cherry Ridge
Dogwood Hills
Chapel Hill
Royal Oaks
Willowcreek Pinehurst
Chapel Mill
Leisure Woods
Chimney Ridge
Del Pines
Bowden
Fairfield Lakes
Station Fairview
Farms Belmount
Cross Roads Scarbrough
Autumn Chase
Pine MountainBramblewood
Green Cumberland
Woodstream
Woods Sheffield
Stonecrest
Miners Creek
Salem West
Fairington
Klondike
Lake Browns Mill
Hidden Lakes
Woods Brookfield
Panola
Country Martin Creek
Lithonia
Lake Capri
Collinsville Estates Lakeview
Candler-McAfee
Conyers
903 902
B.3
B.5
B.4
B.6
SHEET TITLE
DATE
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction.
Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication.
All copy shall be proofread by client and legal requirements checked by legal department.
JM
09/16/2024
B.3
SPECIFICATIONS
Stonecrest,GA Location Plan
5 N. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
Sign Location Plans
1. �General sign locations are provided on these plan sheets.
2. �The Message Schedule provides more detailed guidance of sign location in the
Remarks column.
3. Refer to the Message Schedule for the final messages of each sign.
4. Utilize the above Legend to help determine sign types, and other details of location.
NOTES:
DISREGARD
SIGNAGE LEGEND
Clarks Creek
H o ne yc re ek
B uck
B ranch
Al m an d
C re ek
M ar k B ra nc h
Lakes Davidson
B or in g Rd
Kelley C hapel R d
Columbia P kwy
P heasant
D r
Rex Rd
H earn
R d
H ea rn R d
Fl ak es M ill Rd
Austin Rd
O rc hard Rd
Church Rd
Cook Dr
M ill er R d
Snapfinger Woods Dr
C hupp Rd
P ark C e n tral B lvd
W oodrow
D r
Rockland Rd C rossv ale R d
Woodrow Rd
Hil l vale Rd
Shire Dr
K lo nd ik e R d
E Fairview
R d SW
Rock R d
Austin R d
Flat Bridg e Rd SW
Ale xanders
Lake Rd SW
Tu rn er H ill R d Iris Dr SW
Iris Dr SW
Klondike Rd SW
R ockbridge Rd
NW
Sigman Rd NW
Hurst R d SW
Hayden Quarry Rd
Rockland Rd
S Goddard Rd
Union Gro ve Rd Turne r Hil l Rd N
Lester R d N
W
La ke
Capri Rd NW
Plunkett Rd
L ak e
Rocka w ay R d
NW
A bb o t t R d S
W
Ir w in B ri dg e R d N
W
Turn er Rd SW
Bonds Lake
Rd
NW
Flat Shoals R d SW M c
D an iel M i l l R d
Ebenezer R d S
W
S myrna Rd SW
G ra na d e R d
SW
E b en ez e r R d
Stanton R d S
E
Walker Rd SW
Irw in
B ridge
R d
N W
P arker
R d
S
E
Snapfinger Rd
Rainbow Dr
R iv er R d
S Hairsto n R d
Hillandale Dr
Pa n ol a
R d
Li th on ia
In dustri al Blv d
M ill er R d
Snapfinger Woods Dr
K lo nd ik e R d
Access Rd Covington Hwy
Iris Dr SW
Klondike Rd SW
M cDanie l M il l R d
SW
K londik e
R d
Flat Shoals Rd S W
Browns M i l l Rd
H ighw ay
Highw ay
N
Highway 138 SW
Highway 212 SW
Covingt on Hwy
Covington Hwy
Golf Course Metropolitan
Chapel Hill Park
Park Hidden Valley
Preserve Mountain Nature Davidson Arabia
Mountain Park Panola Conservation
Park Miners Creek
Park Mountain State
Panola
Briar Glen
East Glen
Riverchase
Cherry Ridge
Dogwood Hills
Chapel Hill
Royal Oaks
Willowcreek Pinehurst
Chapel Mill
Leisure Woods
Chimney Ridge
Del Pines
Bowden
Fairfield Lakes
Station Fairview
Farms Belmount
Cross Roads Scarbrough
Autumn Chase
Pine MountainBramblewood
Green Cumberland
Woodstream
Woods Sheffield
Stonecrest
Miners Creek
Salem West
Fairington
Klondike
Lake Browns Mill
Hidden Lakes
Woods Brookfield
Panola
Country Martin Creek
Lithonia
Lake Capri
Collinsville Estates Lakeview
Candler-McAfee
Conyers
903 902
SHEET TITLE
DATE
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction.
Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication.
All copy shall be proofread by client and legal requirements checked by legal department.
JM
09/16/2024
B.4
SPECIFICATIONS
Stonecrest,GA Location Plan
5 N. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
Sign Location Plans
1. �General sign locations are provided on these plan sheets.
2. �The Message Schedule provides more detailed guidance of sign location in the
Remarks column.
3. Refer to the Message Schedule for the final messages of each sign.
4. Utilize the above Legend to help determine sign types, and other details of location.
NOTES:
DISREGARD
SIGNAGE LEGEND
Clarks Creek
H o ne yc re ek
B uck
B ranch
Al m an d
C re ek
M ar k B ra nc h
Lakes Davidson
20 20
B or in g Rd
Kelley C hapel R d
Columbia P kwy
P heasant
D r
Rex Rd
H earn
R d
H ea rn R d
Fl ak es M ill Rd
Austin Rd
O rc hard Rd
Church Rd
Cook Dr
M ill er R d
Snapfinger Woods Dr
C hupp Rd
P ark
C e n tral B lvd
W oodrow
D r
Rockland Rd
C rossv ale
R d
Woodrow Rd
Hil l vale Rd
Shire Dr
K lo nd ik e R d
E Fairview
R d SW
Rock R d
Austin R d
Flat Bridg e Rd SW
Ale xanders
Lake Rd SW
Tu rn er H ill R d Iris Dr SW
Iris Dr SW
Klondike Rd SW
R ockbridge Rd
NW
Sigman Rd NW
Hurst R d SW
Hayden Quarry Rd
Rockland Rd
S Goddard Rd
Union Gro ve Rd Turne r Hil l Rd N
Lester R d N
W
La ke
Capri R d N
W
Plunkett Rd
L ak e
Rocka w ay R d
NW
A bb o t t R d S
W
Ir w in B ri dg e R d N
W
Turn er Rd SW
Bonds Lake
Rd
NW
Flat Shoals R d SW M c
D an iel M i l l R d
Ebenezer R d S
W
S myrna Rd SW
G ra na d e R d
SW
E b en ez e r R d
Stanton R d S
E
Walker Rd SW
Irw in
B ridge
R d
N W
P arker
R d
S
E
Snapfinger Rd
Rainbow Dr
R iv er R d
S Hairsto n Rd
Hillandale Dr
Pa n ol a
R d
Li th on ia
In dustri al B lv d
M ill er R d
Snapfinger Woods Dr
K lo nd ik e R d
Access Rd Covington Hwy
Iris Dr SW
Klondike Rd SW
M cDanie l M il l R d
SW
K londik e R d Flat Shoals Rd S W
Browns M i l l Rd
H ighw ay
Highw ay
N
Highway 138 SW
Highway 212 SW
Covingt on Hwy
Covington Hwy
Golf Course Metropolitan
Chapel Hill Park
Park Hidden Valley
Preserve Mountain Nature Davidson Arabia
Mountain Park Panola Conservation
Park Miners Creek
Park Mountain State
Panola
Briar Glen
East Glen
Riverchase
Cherry Ridge
Dogwood Hills
Chapel Hill
Royal Oaks
Willowcreek Pinehurst
Chapel Mill
Leisure Woods
Chimney Ridge
Del Pines
Bowden
Fairfield Lakes
Station Fairview
Farms Belmount
Cross Roads Scarbrough
Autumn Chase
Pine MountainBramblewood
Green Cumberland
Woodstream
Woods Sheffield
Stonecrest
Miners Creek
Salem West
Fairington
Klondike
Lake Browns Mill
Hidden Lakes
Woods Brookfield
Panola
Country Martin Creek
Lithonia
Lake Capri
Collinsville Estates Lakeview
Candler-McAfee
Conyers
SHEET TITLE
DATE
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction.
Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication.
All copy shall be proofread by client and legal requirements checked by legal department.
JM
09/16/2024
B.5
SPECIFICATIONS
Stonecrest,GA Location Plan
5 N. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
Sign Location Plans
1. �General sign locations are provided on these plan sheets.
2. �The Message Schedule provides more detailed guidance of sign location in the
Remarks column.
3. Refer to the Message Schedule for the final messages of each sign.
4. Utilize the above Legend to help determine sign types, and other details of location.
NOTES:
DISREGARD
SIGNAGE LEGEND
Clarks Creek
H o ne yc re ek
B uck
B ranch
Al m an d
C re ek
M ar k B ra nc h
Lakes Davidson
20 20
B or in g Rd
Kelley C hapel R d
Columbia P kwy
P heasant
D r
Rex Rd
H earn R d
H ea rn R d
Fl ak es M ill Rd
Austin Rd
O rc hard Rd
Church Rd
Cook Dr
M ill er R d
Snapfinger Woods Dr
C hupp Rd
P ark
C e n tral B lvd
W oodrow
D r
Rockland Rd
C rossv ale R d
Woodrow Rd
Hil l vale Rd
Shire Dr
K lo nd ik e R d
E Fairview R d SW
Rock R d
Austin R d
Flat Bridg e Rd SW
Ale xanders L ake Rd SW
Tu rn er H ill R d Iris Dr SW
Iris Dr SW
Klondike Rd SW
R ockbridge Rd
NW
Sigman Rd NW
Hurst R d SW
Hayden Quarry Rd
Rockland Rd
S Goddard Rd
Union Gro ve Rd Turne r Hil l Rd N
Lester R d N
W
La ke
Capri Rd NW
Plunkett Rd
L ak e
Rocka w ay R d
NW
A bb o t t R d S
W
Ir w in B ri dg e R d N
W
Turn er Rd SW
Bonds Lake
Rd
NW
Flat Shoals R d SW M c
D an iel M i l l R d
Ebenezer R d S
W
S myrna Rd SW
G ra na d e R d
SW
E b en ez e r R d
Stanton R d S
E
Walker Rd SW
Irw in
B ridge
R d
N W
P arker
R d
S
E
Snapfinger Rd
Rainbow Dr
R iv er R d
S Hairsto n Rd
Hillandale Dr
Pa n ol a
R d
Li th on ia
In dustri al Blv d
M ill er R d
Snapfinger Woods Dr
K lo nd ik e R d
Access Rd Covington Hwy
Iris Dr SW
Klondike Rd SW
M cDanie l M il l R d
SW
K londik e
R d
Flat Shoals Rd S W
Browns M i l l Rd
H ighw ay 155
Highw ay 155 N
Highway 138 SW
Highway 212 SW
Covingt on Hwy
Covington Hwy
Golf Course Metropolitan
Chapel Hill Park
Park Hidden Valley
Preserve Mountain Nature Davidson Arabia
Mountain Park Panola Conservation
Park Miners Creek
Park Mountain State
Panola
Briar Glen
East Glen
Riverchase
Cherry Ridge
Dogwood Hills
Chapel Hill
Royal Oaks
Willowcreek Pinehurst
Chapel Mill
Leisure Woods
Chimney Ridge
Del Pines
Bowden
Fairfield Lakes
Station Fairview
Farms Belmount
Cross Roads Scarbrough
Autumn Chase
Pine MountainBramblewood
Green Cumberland
Woodstream
Woods Sheffield
Stonecrest
Miners Creek
Salem West
Fairington
Klondike
Lake Browns Mill
Hidden Lakes
Woods Brookfield
Panola
Country Martin Creek
Lithonia
Lake Capri
Collinsville Estates Lakeview
Candler-McAfee
Conyers
SHEET TITLE
DATE
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction.
Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication.
All copy shall be proofread by client and legal requirements checked by legal department.
JM
09/16/2024
B.6
SPECIFICATIONS
Stonecrest,GA Location Plan
5 N. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
Sign Location Plans
1. �General sign locations are provided on these plan sheets.
2. �The Message Schedule provides more detailed guidance of sign location in the
Remarks column.
3. Refer to the Message Schedule for the final messages of each sign.
4. Utilize the above Legend to help determine sign types, and other details of location.
NOTES:
0005 - South Rivier Location
SIGNAGE LEGEND
Clarks Creek
H o ne yc re ek
B uck
B ranch
Al m an d
C re ek
M ar k B ra nc h
Lakes Davidson
20 20
B or in g Rd
Kelley C hapel R d
Columbia P kwy
P heasant
D r
Rex Rd
H earn
R d
H ea rn R d
Fl ak es M ill Rd
Austin Rd
O rc hard Rd
Church Rd
Cook Dr
M ill er R d Snapfinger Woods Dr
C hupp Rd
P ark
C e n tral B lvd
W oodrow
D r
Rockland Rd
C rossv ale
R d
Woodrow Rd
Hil l vale Rd
Shire Dr
K lo nd ik e R d
E Fairview
R d SW
Rock R d
Austin R d
Flat Bridg e Rd SW
Ale xanders
Lake Rd SW Tu rn er
H ill
R d Iris Dr SW
Iris Dr SW
Klondike Rd SW
R ockbridge Rd
NW
Sigman Rd NW
Hurst R d SW
Hayden Quarry Rd
Rockland Rd
S Goddard Rd
Union Gro ve Rd Turne r Hil l Rd N
Lester R d N
W
La ke
Capri Rd NW
Plunkett Rd
L ak e
Rocka w ay R d
NW
A bb o t t R d S
W
Ir w in B ri dg e R d N
W
Turn er Rd SW
Bonds Lake
Rd
NW
Flat Shoals R d SW M c
D an iel M i l l R d
Ebenezer R d S
W
S myrna Rd SW
G ra na d e R d
SW
E b en ez e r R d
Stanton R d S
E
Walker Rd SW
Irw in
B ridge
R d
N W
P arker
R d
S
E
Snapfinger Rd
Rainbow Dr
R iv er R d
S Hairsto n Rd
Hillandale Dr
Pa n ol a
R d
Li th on ia
In dustri al Blv d
M ill er R d
Snapfinger Woods Dr
K lo nd ik e R d
Access Rd Covington Hwy
Iris Dr SW
Klondike Rd SW
M cDanie l M il l R d
SW
K londik e
R d
Flat Shoals Rd S W
Browns M i l l Rd
H ighw ay
Highw ay
N
Highway 138 SW
Highway 212 SW
Covingt on Hwy
Covington Hwy
Golf Course Metropolitan
Chapel Hill Park
Park Hidden Valley
Preserve Mountain Nature Davidson Arabia
Mountain Park Panola Conservation
Park Miners Creek
Park Mountain State
Panola
Briar Glen
East Glen
Riverchase
Cherry Ridge
Dogwood Hills
Chapel Hill
Royal Oaks
Willowcreek Pinehurst
Chapel Mill
Leisure Woods
Chimney Ridge
Del Pines
Bowden
Fairfield Lakes
Station Fairview
Farms Belmount
Cross Roads Scarbrough
Autumn Chase
Pine MountainBramblewood
Green Cumberland
Woodstream
Woods Sheffield
Stonecrest
Miners Creek
Salem West
Fairington
Klondike
Lake Browns Mill
Hidden Lakes
Woods Brookfield
Panola
Country Martin Creek
Lithonia
Lake Capri
Collinsville Estates Lakeview
Candler-McAfee
Conyers
903 902
GATEWAY
MONUMENT
SIGNAGE
REQUIRED FOR
005-SOUTH
RIVIER
LOCATION
DATE DESCRIPTIONBY
FABRICATORREVISIONS CLIENT / PROJECT DATE:
DRAWN BY:
SHEET NO.
JM
September 16, 2024
B.8 Stonecrest, GA Sign Locations
5 W. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
LOCATION NO.LOCATION NO.
LOCATION NO.
SIGN TYPE:SIGN TYPE:
SIGN TYPE:
PLAN SHEET:
P
PLAN SHEET:
PLAN SHEET: B.6
B.5
PARK.ID.1
GATE.3
Align w/ Driveway Seam
Driveway
Pa no la R d
6"
Union Church Rd
South River
Fl at
B rid ge R d Br id ge
3'-6"
0" 0"
GATE 3
Location of Signage for Fairington Park and Everett Park is To Be Determined.
Menu of Sign TypesC
SHEET TITLE
DATE
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction.
Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication.
All copy shall be proofread by client and legal requirements checked by legal department.
JM
09/16/24
C.1
SPECIFICATIONS
Stonecrest, GA
Gateways & Park IDs
5 W. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
NOTES:
1. �Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication.
2. �All vinyl and painted surfaces must receive a compatible anti-graffiti (and U/V) clear coat or vinyl over laminate.
3. �Hardware: All exposed hardware shall be tamper proof fasteners.
4. �Contractor must provide shop drawings for all structural components, signed and sealed by a licensed engineer in the State of the project.
Gateways & Park IDs
MENU OF SIGN TYPES
6'-0"
7'-6"
9'-0"
10'-6"
12'-0"
13'-6"
18'-0"
W E
L C
O M
E
W E
L C
O M
E
DEKALB COUNTY
Panola Park
South River Trail
2620 GA-155 SW
Scale: 3/8"=1'-0"
GATE.3
Tertiary Gateway
PARK.ID.1
Park Identification
X X X X X
X X X X X
Design Intent DrawingsD S
V8 9
Specification Note
Color Designator
The Color Designator Chart is found in the Graphic Standards section.
The Specification Notation is found on the same page as the drawings.
KEY:
SPECIFICATIONS SIGN TYPE: FUNCTION:
CLIENT / PROJECT
SHEET TITLE
DATE
SUBCONSULTANT
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be noti-fied of any variations from the dimensions and condi-tions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department.
JM09/16/24
D.5
NOTES
Stonecrest, GA
Gateways & Park IDs
1. �Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication.
Fabricator must obtain approval from the Designer or Client for placement prior to fabrication.
2. All vinyl and painted surfaces must receive a compatible anti-graffiti (and U/V) clear coat or vinyl over laminate.
3. �Hardware: All exposed hardware shall be tamper proof fasteners.
4. �Contractor must provide shop drawings for all structural components, signed and sealed by a licensed engineer in the
State of the project.
5 W. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
GATE.3
Tertiary Gateway
Tertiary GatewayGATE.3
1. 5" OD POLE
MATERIAL: 5" dia. Aluminum pole (.25" wall) FABRICATION PROCESS: Extruded EDGES: Smooth COLOR: Painted as noted SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish.
FOOTER: As per DOT beakaway specs
2. DECORATIVE BASE
MATERIAL: Aluminum FABRICATION PROCESS: Rolled aluminum panels welded and smoothed COLOR: Painted as noted SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish.
FASTENER: Mechanically fasten to sign pole
3. SIGN PANEL - REFLECTIVE
MATERIAL: 1/4" thick Aluminum sheet FABRICATION PROCESS: Router Cut EDGES: Smooth COLOR: custom, as noted
GRAPHIC BACKGROUND AND COPY
PROCESS: 3M custom inks print direct to 3930 with 3M approved UV/Graffiti Vinyl Over-laminate (See Color Sheet for all color and material specifications).
EDGE & BACK DETAIL: Paint all edges and back with Matthews Acrylic Polyurethane, with clear coat satin finish.
FASTENER: Press-roll per 3M requirements. Mechanically fastened panel to support sleeve / bracket with pole clamps, tamper-resistant hardware.
4. SLEEVE / BRACKET
MATERIAL: Aluminum U-channel (.1875" wall) FABRICATION PROCESS: Extruded EDGES: Square, Smooth COLOR: Painted as noted SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish.
FASTENER: Mechanically fastened to pole,Tamper-resistant hardware.
5. POLE CAP
MATERIAL: Aluminum FABRICATION PROCESS: Extruded COLOR: Painted as noted SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish.
FASTENER: Mechanically fasten to sign pole
6. DECORATIVE PANEL
MATERIAL: 1/4" thick Aluminum sheet FABRICATION PROCESS: Router Cut EDGES: Smooth COLOR: Painted as noted SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish.
FASTENER: Mechanically fastened panel to support sleeve / bracket with pole clamps, tamper-resistant hardware.
7. BREAKAWAY
PRODUCT: TRANSPO Breakaway TYPE: Break-Safe model 5100 (Ref section E for Product Details) Provide all necessary hardwareDEKALB COUNTY
DEKALB COUNTY
GATE.3 Front Elevation Scale: ½"=1'-0"
GATE.3 Side View Scale: ½"=1'-0"
GATE.3 Rear Elevation Scale: ½"=1'-0"
GATE.3 Graphic Layout Scale: ¾"=1'-0"
GATE.3 Plan View Scale: ½"=1'-0"
P5 3
P4 5
Pattern
Logo
P8 6
P8 1
P8 4
P8 2
P8 1
P8 4
P8 4
P4 5
P8 2
P8 2P8 1
P4 5
P8 6
P8 2
P5 3
T1 Gotham Medium
P8 6
P4 P5 3
P2 P5 3
Locations
• 005
• 006
2' -3
2' -7
1' -6
2' -0
7' -6
/4
3"
5"
5 3/4"
1 /
2"
3'-0"
1' -6
1 /
2"
5"
1' -2
1' -6
2'-0"
7' -0
5"
3 /
4"
/2
7"
/2
9"
1 /
2"
1 /
2"
1' -8
/2
2' -7
CLIENT / PROJECT
SHEET TITLE
DATE
SUBCONSULTANT
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be noti-fied of any variations from the dimensions and condi-tions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department.
JM09/16/24
D.6
NOTES
Stonecrest, GA
Gateways & Park IDs
1. �Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication.
Fabricator must obtain approval from the Designer or Client for placement prior to fabrication.
2. All vinyl and painted surfaces must receive a compatible anti-graffiti (and U/V) clear coat or vinyl over laminate.
3. �Hardware: All exposed hardware shall be tamper proof fasteners.
4. �Contractor must provide shop drawings for all structural components, signed and sealed by a licensed engineer in the
State of the project.
5 W. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
PARK.ID.1
Park Identification
Park IdentificationPARK.ID.1
1. 8" OD POLE
MATERIAL: 8" dia. Aluminum pole (.25" wall) FABRICATION PROCESS: Extruded EDGES: Smooth COLOR: Painted as noted SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish.
2. SIGN CABINET
MATERIAL: 1" x 1" 6061-T6 Aluminum tube w/ .125" aluminum skin FABRICATION PROCESS: Custom fabricated COLOR: Painted as noted SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish.
FASTENER: Mechanically fastened to poles, tamper resistant
3. SIGN PANEL
MATERIAL: .125" thk. Aluminum Panel FABRICATION PROCESS: Direct Embed Powder-coated graphics FASTENER: Trimless face attached to Sign Cabinet
4. SIGN BASE
MATERIAL: 2" x 2" x 1/8" +/- welded and braced aluminum tubes forming internal structure; 1/8" thk. aluminum panels mounted to tube frame.
FABRICATION PROCESS: Custom fabrication.
EXPOSED SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish.
SURFACE PROCESS: Stone veneer applied using Type S mortar. Installed without visible mortar joints. Sealer applied to entire stone surface.
5. POLE CAP
MATERIAL: Aluminum FABRICATION PROCESS: Extruded COLOR: Painted as noted SURFACE PROCESS: Paint all exposed surfaces with Matthews Acrylic Polyurethane, with clear coat satin finish.
FASTENER: Mechanically fasten to sign pole
Panola Park
South River Trail
2620 GA-155 SW
Panola Park
South River Trail
2620 GA-155 SW
P4 3
P8 2
P4 2
P6 2
P7 2
P6 3
M2 4 M2 4
P9 4 P9 4
P8 2
P8 1 P8 1
P4 5 P4 5
P8 1
M2 4
P9 4
P4 3
P4 2
PARK.ID.1 Front Elevation Scale: ½"=1'-0"
PARK.ID.1 Plan View Scale: ½"=1'-0"
PARK.ID.1 Rear Elevation Scale: ½"=1'-0"
PARK.ID.1 Side View Scale: ½"=1'-0"
P7 P5 3
Locations
• 901
• 902
• 903
1' -3
3'
-1
/2
3' -8
4' -7
6' -0
8"
8 1/2"
5'-9"
6'-0"
6'-8"
1'-3 1/4"
1" 1"8"
1'-0"
2" 8"
1' -4
1' -7
/4
6'-0"
6'-8"
CLIENT / PROJECT
SHEET TITLE
DATE
SUBCONSULTANT
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction. Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be noti-fied of any variations from the dimensions and condi-tions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication. All copy shall be proofread by client and legal requirements checked by legal department.
JM09/16/24
D.7
NOTES
Stonecrest, GA
Gateways & Park IDs
1. �Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication.
Fabricator must obtain approval from the Designer or Client for placement prior to fabrication.
2. All vinyl and painted surfaces must receive a compatible anti-graffiti (and U/V) clear coat or vinyl over laminate.
3. �Hardware: All exposed hardware shall be tamper proof fasteners.
4. �Contractor must provide shop drawings for all structural components, signed and sealed by a licensed engineer in the
State of the project.
5 W. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
PARK.ID.1
Park Identification
Park IdentificationPARK.ID.1
Fonts T1: Gotham Medium
Panola Park
South River Trail
Browns Mill Park Complex
Salem Park
PARK.ID.1 Graphic Layout Location 901 Scale: ¾"=1'-0"
PARK.ID.1 Graphic Layout Location 903 Scale: ¾"=1'-0"
PARK.ID.1 Graphic Layout Location 902 Scale: ¾"=1'-0"
Logo
T1
T1
Logo
T1
T1
T1
Logo
T1
T1
3"
1 /
2" 3"
1 / 2"
5"
1 /
2"
5"
1 /
2" 5"
1 /
2"
5"
1" 4"
1" 1"
4" 1"
4"
2' -5
/2
1 / 2"
1 /
2"
1" 1"
1 /
2"
1 / 2"
2' -5
/2
Construction DetailsE
SHEET TITLE
DATE
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction.
Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication.
All copy shall be proofread by client and legal requirements checked by legal department.
JM
09/16/24
E.4
SPECIFICATIONS
Stonecrest, GA
Gateways & Park IDs
5 W. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
NOTES:
1. �Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication.
2. �All vinyl and painted surfaces must receive a compatible anti-graffiti (and U/V) clear coat or vinyl over laminate.
3. �Hardware: All exposed hardware shall be tamper proof fasteners.
4. �Contractor must provide shop drawings for all structural components, signed and sealed by a licensed engineer in the State of the project.
Section & Foundation Details
Construction Details
Sign Type:
GATE.3
Locations:
GATE.3 Section Detail Scale: 3" = 1'-0" Locations: 005, 006
SP Sign Panel - 1/4” Thick Aluminum
P Post - 1/2” Thick Aluminum Extrusion
MB Mounting Bracket - 1/4” Thick Aluminum L Brackets Weld to Sign Panel
H Mounting Hardware - 1/2”Dia. S/S Bolt - Through Bracket Cover Angle(s) and Post
CB Cover Bracket - 1/8” Thick Aluminum Breakform
H
MB
CB
P
SP
Note: Ultimate Wind Speed, Vult = 115 mph Exposure C - TYPICAL
Contractor to Verify Transpo Assembly w/ Base Plate Assembly Fits inside Clamshell Decorative Base
5” Dia. Support Post Welded Gussets as Required 1/2” Base Plate
#6 Vertical bars (as reqd.)
w/ #3 ties Top (6) ties at 3” O.C.
balance at 12” O.C.
Provide Weather Seal and Gravel @Footing Compacted Crushd Stone As Reqd.
3” Cover U.N.O. typ.
GATE.3 Footer Detail Scale: 3/4" = 1'-0" Locations: 005, 006
2” Cover Top typ. Existing Concrete Slab
Transpo® PoleSafe Breakaway Support Assembly
6"
Ø 5" 1/4"
1/8" 1/4"
5 1/8"
5”
57” min.
3'-0" Dia.
Round
50” min.
SHEET TITLE
DATE
PROJECT NO.
DRAWN BY:
SHEET NO.
These drawings are meant for DESIGN INTENT ONLY and are not for construction.
Contractor shall verify and be responsible for all dimensions and conditions of the job. Contractor shall be familiar with the site and conditions it presents. This office must be notified of any variations from the dimensions and conditions shown on this drawing. Shop drawings and details must be submitted to this office for approval prior to proceeding with fabrication.
All copy shall be proofread by client and legal requirements checked by legal department.
JM
09/16/24
E.5
SPECIFICATIONS
Stonecrest, GA
Gateways & Park IDs
5 W. Gay St.
West Chester, PA 19380 T 484.266.0648 www.merjedesign.com
E N V I R O N M E N T S & E X P E R I E N C E S
NOTES:
1. �Fabricator to verify the mounting conditions and provide a detail drawing for each mounting situation, prior to fabrication. Fabricator must obtain approval from the Designer or Client for placement prior to fabrication.
2. �All vinyl and painted surfaces must receive a compatible anti-graffiti (and U/V) clear coat or vinyl over laminate.
3. �Hardware: All exposed hardware shall be tamper proof fasteners.
4. �Contractor must provide shop drawings for all structural components, signed and sealed by a licensed engineer in the State of the project.
TRANSPO PoleSafe Details
Construction Details
Sign Type:
GATE.3
Locations:
29 mm (1-1/8”)
129 mm (5-1/16”)
70 mm (2-3/4”)
1”-8 UNC (25 mm) Nut per ASTM A563 Grade DH
3x28x51 mm (1/8”x1-1/8”x2”) Flat Washer per ASTM F436
Pole Base Plate
3x28x51 mm (1/8”x1-1/8”x2”) Flat Washer per ASTM F436
Upper Wrench Flats
Double-NeckTM Pole-Safe®
Coupling, Model No. 5100 4 per Pole, Typical
Lower Wrench Flats
Galvanized Steel Shim 14g and/or 18g Thickness (if required for leveling)
Transpo® Type B Female Anchor, 1”-8 UNC (25 mm) Internal Threads (Anchors sold separately)
Melted and Manufactured in the USA Patent Nos. 5,474,408 & 6,056,471 1/14
SPECIFICATIONS
Performance Criteria:
1. Double-NeckTM Pole-Safe® conforms to AASHTO “Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals.”
2. Double-NeckTM Pole-Safe® has been crash-tested and FHWA approved in accordance with the requirements of NCHRP Report 350, “Recommended Procedures for the Safety Performance Evaluation of Highway Features.”
3. Maximum Allowable Pole Mass = 450 kg (992 lb) (total, including fixtures).
Physical Properties per Coupling:
1. Ultimate Tensile Strength = 221.5 kN (49.8 kips), minimum.
2. Tensile Yield Strength = 192.0 kN (43.2 kips), minimum.
3. Ultimate Restrained Shear Strength = 16.9 kN (3.8 kips), minimum.
4. Ultimate Restrained Shear Strength = 24.4 kN (5.5 kips), maximum.
Corrosion Protection:
1. All Double-NeckTM Pole-Safe® couplings, nuts, bolts, and washers are galvanized after fabrication in accordance with ASTM A153. All leveling shims are galvanized after fabrication in accordance with ASTM A653.
PPoollee--SSaaffee®® MMooddeell NNoo.. 55110000 Breakaway Support System for Light Poles
20 Jones Street New Rochelle, NY 10801 914-636-1000 www.transpo.com
Transpo® Type B Female Anchor for use with Pole-Safe® Model No. 5100 and 5125
Breakaway Support System for Light Poles
20 Jones Street New…
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