IFB Plans

20 MB Posted Aug 17, 2023

Attached to: LAGRANGE BIKE PARK
Solicitation number: FY24-003
Issued by: Terrell County, Georgia

About this file

Written by GovTribe AI · May 1, 2026

This is an Invitation for Bid (IFB) Plans document prepared by Kaizen for the City of LaGrange, Georgia, detailing specifications for the LaGrange Bicycle Park construction project. The project involves construction of a children's bicycle park on approximately 0.9 acres of city property adjacent to the existing LaGrange Thread Phase 9 across from Berta Weathersbee Elementary School. The scope of work includes approximately 1,239 linear feet of concrete trail consisting of 1,007 linear feet of 10-foot-wide trail and 218 linear feet of 6-foot-wide trail, trail amenities, signing and marking, minor demolition and clearing, and erosion and grading work. The project is designed to teach children bicycle etiquette, safety, and road and trail rules in a controlled environment. The plans were issued for bid on August 16, 2023, and a mandatory pre-bid meeting will be held in-person at City Hall in LaGrange, Georgia. The project falls within Land Lot 142 in District 6 and requires no zoning buffers or state stream buffer setback disturbance.

All work must be performed in accordance with the 2023 Standard Specifications and 2016 Supplemental Specifications of the Georgia Department of Transportation, 2010 ADA Standards for Accessible Design, and Architectural Barriers Act Accessibility Standards. The plans were prepared by Charles M. Abbott, a Georgia-licensed professional engineer (Registration No. 31674), and certified on July 21, 2023. Project management is provided by Foundation, with Pete Pellegrini designated as the 24-hour contact. The project holds GA GSWCC Level 1 Certification (No. 0000029813) valid through December 21, 2023. The NPDES fee is not applicable. The project owner and primary permittee is the City of LaGrange, with contact information available through City Manager Meg Kelsey at 200 Ridley Avenue, LaGrange, GA 30240, telephone 706-883-2010.

Text of this file

PLANS PREPARED BY:

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C I T Y O F L a G R A N G E, G E O R G I A

ALL WORK TO BE DONE IN ACCORDANCE WITH:

- 2023 STANDARD SPECIFICATIONS AND 2016 SUPPLEMENTAL

SPECIFICATIONS OF THE GEORGIA DEPARTMENT OF TRANSPORTATION

- 2010 AMERICANS WITH DISABILITIES ACT (ADA) STANDARDS FOR

ACCESSIBLE DESIGN

- ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS

SURVEY AND COORDINATE DATA

HORIZ. DATUM - GA. STATE PLANE COORDINATE SYSTEM

VERT. DATUM - NAVD 1988

COORDINATE ZONE - GEORGIA WEST

PROJECT UNITS - ENGLISH

PROJECT DESCRIPTION

THE PROJECT FALLS WITHIN LAND LOT 142 IN DISTRICT 6. THIS PROJECT WILL NOT

REQUIRE ANY ZONING BUFFERS. THIS IS A BICYCLE PARK BUILT ON CITY PROPERTY.

NO DISTURBANCE IS PROPOSED WITHIN THE STATE 25' STREAM BUFFER SETBACK.

NARRATIVE

THIS PROJECT IS A CHILDREN'S BICYCLE PARK THAT CONNECTS TO THE EXISTING

LAGRANGE THREAD PHASE 9 ACROSS FROM BERTA WEATHERSBEE ELEMENTARY

SCHOOL. THE PARK TEACHES CHILDREN BICYCLE ETIQUETTE AND SAFETY ABOUT

ROAD AND TRAIL RULES IN A CONTROLLED SETTING. THE PROJECT SCOPE INCLUDES

APPROXIMATELY 1,239 LINEAR FEET OF CONCRETE TRAIL, TRAIL AMENITIES, AND

SIGNING AND MARKING. ADDITIONAL WORK ASSOCIATED WITH THIS PROJECT

INCLUDES MINOR DEMOLITION AND CLEARING, AND EROSION AND GRADING.

OWNER/DEVELOPER (PRIMARY PERMITTEE)

CITY OF LAGRANGE

MEG KELSEY, CITY MANAGER

200 RIDLEY AVENUE

LAGRANGE, GA 30240

706-883-2010

TOTAL SITE AREA = 0.9 ACRES

DISTURBED AREA = 0.9 ACRES

INDEX OF SHEETS

GENERAL

COVER SHEET (THIS SHEET)

GN-01 GENERAL NOTES

TOPOGRAPHIC SURVEY

SURVEY SHEET 1 OF 1

CITY DEEDED PLAT AND LEGAL

TREE PROTECTION PLAN

TP-01 TREE PROTECTION PLAN

LAYOUT & MATERIALS PLANS

CP-01 LAYOUT & MATERIALS PLAN

CP-02 LAYOUT & MATERIALS PLAN

GRADING AND DRAINAGE PLANS

GD-01 GRADING AND DRAINAGE PLAN

SIGNING & MARKING PLANS

SM-00 SIGNING & MARKING DETAILS

SM-01 SIGNING & MARKING PLAN

SM-02 SIGNING & MARKING PLAN

SM-03 SIGNING & MARKING PLAN

CONSTRUCTION DETAILS

CD-01 CONSTRUCTION DETAILS

CD-02 CONSTRUCTION DETAILS

CD-03 CONSTRUCTION DETAILS

CD-04 CONSTRUCTION DETAILS

EROSION CONTROL

EC-01 INITIAL PHASE EROSION, SEDIMENTATION, &

POLLUTION CONTROL PLAN

EC-02 INTERMEDIATE PHASE EROSION, SEDIMENTATION, &

POLLUTION CONTROL PLAN

EC-03 FINAL PHASE EROSION, SEDIMENTATION, &

POLLUTION CONTROL PLAN

EC-04 EROSION, SEDIMENTATION, & POLLUTION CONTROL

NOTES

EC-05 EROSION, SEDIMENTATION, & POLLUTION CONTROL

NOTES

ECD-01 EROSION, SEDIMENTATION, & POLLUTION CONTROL

DETAILS

ECD-02 EROSION, SEDIMENTATION, & POLLUTION CONTROL

DETAILS

ECD-03 EROSION, SEDIMENTATION, & POLLUTION CONTROL

DETAILS

ECD-04 EROSION, SEDIMENTATION, & POLLUTION CONTROL

DETAILS

LENGTH OF 10' WIDE TRAIL: 1,007 LF

LENGTH OF 6' WIDE TRAIL: 218 LF

GROSS LENGTH OF PROJECT: 1,239 LF

LAGRANGE - BICYCLE PARK

VICINITY MAP

N.T.S.

LAND LOTS: 142 - 6TH DISTRICT

KAIZENCOLLABORATIVE

2390 Main Street | Tucker, GA 30084 | 404.239.2521ENGINEER'S CERTIFICATION STATEMENT:

With my initials at the line above and my seal and signature below, I Charles M. Abbott, a professional Engineer, licensed in the State of Georgia, hereby certify that I have personally reviewed the attached submittal plans for a land disturbance permit. In my opinion these submittal plans meet all applicable regulations and ordinances of the City of LaGrange and other affected parties may rely on this certification.

Signed: Georgia Registration # NO. 31674 Date: JULY 21, 2023

1 inch = feet

( IN FEET )

GRAPHIC SCALE

PROJECT SITE

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PROJECT MANAGEMENT

PATH Foundation, PO Box 14327, Atlanta, GA.

PETE PELLEGRINI - 24 HOUR CONTACT

GA GSWCC LEVEL 1 CERTIFICATION # 0000029813

12/21/2023 office 404-875-7284 x2 cell 404-277-5392

3RD AVE

4TH AVE

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4TH AVE

PO BOX 14327, ATLANTA, GA 30324

BERTA WEATHERSBEE

ELEMENTARY SCHOOL

AUST

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TFO

PROJECT

SITE

DATE DESCRIPTION

02/17/2023

07/21/2023 100% ISSUE FOR PERMIT

50% DESIGN REVIEW

08/16/2023 100% ISSUE FOR BID

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PROFESSIONAL

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MATCHLINE STA 7+00

SEE SHEET CP-06

L.O.D.

SITE DATA

TOTAL SITE AREA = 0.9 ACRE NPDES FEE = $0 (N/A <1 AC. DISTURBANCE)

DISTURBED AREA = 0.9 ACRE STATE AMOUNT = $0 (N/A <1 AC. DISTURBANCE)

LAND LOT: 142 - DISTRICT 6

NOTE: NONE OF THE DISTURBED AREA IS WITHIN

THE FEMA 100 YEAR FLOOD HAZARD ZONE.

GENERAL NOTES

DATE DESCRIPTION

PROJECT #

PROJECT MANAGER AC

2022 - 256

02/17/2023 50% DESIGN REVIEW

LaGRANGE BICYCLE PARK

SCALE

DATE JULY 21, 2023

SHEET #

LaGRANGE, GA

CHARLES M. ABBOTT JR, P.E.

DESIGN ENGINEER LEVEL II CERTIFICATION

GSWCC # 000004168 EXPIRES: 04/28/2025

CHUCK.ABBOTT@KAIZENCOLLABORATIVE.COM

O: 404-239-2521

KAIZENCOLLABORATIVE

2390 MAIN STREET | TUCKER, GEORGIA 30084 | 404.239.2521

PATH FOUNDATION

PO BOX 1432, ATLANTA, GA 30305

24 HOUR CONTACT - PETE PELLEGRINI

E: PETEVP@PATHFOUNDATION.ORG

O: 404-875-7284 x 2 C: 404-277-5392

07/21/2023 100% ISSUE FOR PERMIT

08/16/2023 100% ISSUE FOR BID

EROSION & SEDIMENT CONTROL

1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR

TO, OR CONCURRENT WITH, LAND DISTURBANCE ACTIVITIES.

2. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL

IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE

EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL

BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

3. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL

BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES WILL BE

INSTALLED IF DEEMED NECESSARY BY THE ON-SITE INSPECTOR.

5. EROSION AND SEDIMENT MEASURES AND PRACTICES TO BE INSPECTED DAILY.

6. ALL INSPECTION, MONITORING, AND REPORTING SHALL BE PERFORMED AS

REQUIRED BY NPDES PERMIT AND BY PROJECT EROSION, SEDIMENTATION, AND

POLLUTION CONTROL NOTES.

CONSTRUCTION LEGEND

PROPOSED TRAIL AND

CENTERLINE

PROPOSED STRUCTURAL SLAB

BRIDGE CROSSINGS

PROPOSED CROSSWALK

PROPOSED DEMOLITION ITEM

EXISTING CONTOUR ELEVATION

EXISTING GRAVEL DRIVE

PROPOSED PIPE AND CULVERT

PROPOSED BOLLARDS

SHEET MATCHLINE

PROPERTY LINE

PROPOSED LIMITS OF DISTURBANCE

PROPOSED FENCELINE

EXISTING FENCELINE

PROPOSED MINOR CONTOUR

PROPOSED MAJOR CONTOUR

EXISTING SPOT ELEVATION

LAND LOT LINE

WHERE THE RUNNING SLOPE OF A SEGMENT OF A TRAIL IS STEEPER THAN 1:20 (5%), THE MAXIMUM LENGTH OF THE SEGMENT SHALL BE IN ACCORDANCE WITH TABLE 1017.7.1, AND A RESTING INTERVAL

COMPLYING WITH 1017.8 SHALL BE PROVIDED.

U.S. ACCESS BOARD'S GUIDELINES FOR ACCESSIBILITY STANDARDS, 2016 EDITION, TABLE 1017.7.1

GENERAL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS SHOWN HEREON WITH THE CONSTRUCTION DRAWINGS AND EXISTING BUILDINGS PRIOR TO ANY CONSTRUCTION AND

SHALL PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.

2. PROPOSED CONTOURS AND SPOT ELEVATIONS REPRESENT FINAL GRADE. PROPOSED GRADE ELEVATIONS SHOWN WITHIN PAVED AREA REPRESENT TOP OF PAVEMENT ELEVATIONS.

CONTRACTOR SHALL ALLOW FOR PAVEMENT THICKNESS, TOPSOIL, BASE COURSE, SLABS, ETC. WHEN GRADING TO SUBGRADE ELEVATIONS.

3. DIMENSIONS ARE TO BACK OF CURB, CENTER OF STRUCTURE AND CENTER LINE OF COLUMN LINE, UNLESS OTHERWISE NOTED. ANGLES SHOWN ON STORM AND SANITARY SEWER ARE TO

CENTER OF PIPE, UNLESS OTHERWISE NOTED.

4. CALL BEFORE YOU DIG 811. THE LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION. BEWARE OF HIDDEN UTILITIES NOT SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING APPROPRIATE UTILITY COMPANIES PRIOR TO EXCAVATION. IF UNCHARTED UTILITIES ARE ENCOUNTERED DURING EXCAVATION OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT IMMEDIATELY FOR INSTRUCTIONS. ANY DAMAGE OR INTERRUPTION OF EXISTING UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REPAIRED PROMPTLY AT THE CONTRACTOR'S EXPENSE.

5. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT OF ALL AUTHORIZED DISTURBANCE SHALL BE DEMARCATED FOR THE DURATION OF THE CONSTRUCTION ACTIVITY. NO DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS INDICATED ON THE DRAWINGS WITHOUT APPROVAL IN WRITING FROM THE PROJECT LANDSCAPE ARCHITECT.

6. THROUGHOUT CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUFFICIENT BARRICADES, LIGHTS, WARNING SIGNS, AND OTHER TRAFFIC CONTROL METHODS ADJACENT TO EXISTING ROADWAYS AND PARKING AREAS AS MAY BE REQUIRED FOR THE PROTECTION AND SAFETY OF THE PUBLIC. ALL TRAFFIC CONTROL MEASURES UTILIZED WITHIN PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CURRENT EDITION. THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF LAGRANGE THE ANTICIPATED SCHEDULE FOR CLOSURE OF PANTHER WAY FOR ROADWAY RECONSTRUCTION. CITY OF LAGRANGE TO CREATE A DETOUR PLAN AND INSTALL SIGNAGE FOR

DETOUR.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LAYOUT OF ALL CONSTRUCTION ELEMENTS, WITH SOME FIELD ADJUSTMENTS MADE AS NECESSARY TO MEET FIELD CONDITIONS AND PROVIDED THAT SUCH ADJUSTMENT HAVE BEEN GIVEN PRIOR APPROVAL BY THE PROJECT DESIGN TEAM. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSURING THAT TRAIL AND AMENITY CONSTRUCTION COMPLIES WITH AASHTO REQUIREMENTS, PARTICULARLY WITH RESPECT TO TRAIL CROSS-SLOPES AND GRADIENTS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY AND PERMANENT GROUNDWATER CONTROL DURING CONSTRUCTION, AS WELL AS PROVISIONS FOR CONTROLLING SURFACE WATER RUN-OFF, IN ORDER TO PREVENT PONDING IN OPEN EXCAVATIONS AND POTENTIAL UNDERMINING OF PERMANENT CONSTRUCTION FEATURES.

9. EARTHWORK OPERATIONS AND SOIL COMPACTION SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND DRAWINGS. PRIOR TO POURING CONCRETE, EARTHWORK SHALL BE CLEAR OF DEBRIS AND MACHINE COMPACTED. CONSTRUCTION ACTIVITIES SHALL BE MONITORED BY A GEOTECHNICAL CONSULTING FIRM APPROVED BY THE OWNER TO VERIFY THAT EARTHWORK, WALL CONSTRUCTION, AND OTHER OPERATIONS CONFORM WITH THE CONTRACT DOCUMENTS. GEOTECHNICAL SERVICES SHALL BE AT THE COST OF THE

CONTRACTOR.

10. THE TOPOGRAPHIC SURVEY INFORMATION HAS BEEN PROVIDED BY GEORGIA AND WEST INC., (770) 834-4694, AND IS REFERENCED TO THE GEORGIA STATE PLANE COORDINATE SYSTEM

(WEST ZONE).

11. DEMOLITION DEBRIS SHALL BECOME PROPERTY OF THE CONTRACTOR AND WASTE SOILS, VEGETATION, AND OTHER DELETERIOUS MATERIALS SHALL BE HAULED OFF-SITE AND BE DISPOSED OF AT AN APPROVED LOCATION IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. BURNING WILL NOT BE ALLOWED ON THIS PROJECT.

12. EROSION CONTROL MEASURES AND OTHER SITE ISSUES SHALL BE INSPECTED AND MAINTAINED BY CONTRACTOR THROUGHOUT CONSTRUCTION.

13. ON ALL AREAS WHERE ROADWAYS, CONCRETE TRAILS, RETAINING WALLS, OR OTHER STRUCTURES ARE TO BE CONSTRUCTED ON COMPACTED SUBGRADE, FOUNDATION SOILS SHALL BE REVIEWED AND APPROVED BY THE GEOTECHNICAL CONSULTING FIRM PRIOR TO THE PLACEMENT OF CONCRETE, AGGREGATE BASE, OR FILL MATERIALS.

14. CONSTRUCTION ACCESS POINTS ARE APPROXIMATE LOCATIONS AND MUST BE FIELD VERIFIED AND APPROVED BY CITY OF LAGRANGE.

15. ALL WORK TO BE DONE IN ACCORDANCE WITH THE GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND SUPPLEMENTAL SPECIFICATIONS, CURRENT EDITION, THE 2010 AMERICANS WITH DISABILITY ACT (ADA) STANDARDS FOR ACCESSIBLE DESIGN, THE ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS, THE PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES, AND AS MODIFIED BY CONTRACT DOCUMENTS.

16. ALL CONCRETE TO BE USED FOR THE CONSTRUCTION OF TRAILS TO BE 3000 PSI CONCRETE, UNLESS NOTED OTHERWISE.

17. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH CITY OF LAGRANGE , GEORGIA AND WEST INC., PATH FOUNDATION, AND KAIZEN COLLABORATIVE PRIOR TO

BEGINNING CONSTRUCTION.

18. NOTICE: IT IS THE OWNER'S RESPONSIBILITY TO COMPLY WITH ALL ENVIRONMENTAL IMPACT ISSUES AND TO OBTAIN ALL NECESSARY PERMITS FROM THE APPROPRIATE GOVERNING

AUTHORITIES.

19. CONTRACTOR TO CONTACT KAIZEN COLLABORATIVE FOR ALL CONSTRUCTION STAKING CAD DATA.

TRAIL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING MINIMUM GRADES AND NOT EXCEEDING MAXIMUM GRADES ALONG THE TRAIL. TRAIL LONGITUDINAL GRADES NOT ADJACENT TO A ROADWAY THAT EXCEED 4.9% SHALL ADHERE TO TABLE 1017.7.1 OF THE U.S. ACCESS BOARD'S GUIDELINES FOR ACCESSIBILITY STANDARDS, 2016 EDITION. TRAILS ADJACENT TO A ROADWAY SHALL NOT EXCEED THE GENERAL GRADE ESTABLISHED FOR THE ADJACENT STREET OR HIGHWAY PER PROWAG R302.5.1. TRAIL CROSS SLOPE SHALL BE MINIMUM 1%, MAXIMUM 2%.

2. THE LAYOUT OF THE TRAIL IS SHOWN IN RELATION TO THE BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE LAYOUT WITH OWNER PRIOR TO CONSTRUCTION OF

TRAIL.

3. THE CONTRACTOR IS RESPONSIBLE FOR CLEARING OF ALL UNDERSTORY VEGETATION WITHIN 10' FROM CENTERLINE OF TRAIL. CLEARING AREA MAY INCREASE WHERE INVASIVE PLANTS ARE LOCATED. CONTRACTOR SHALL CONFIRM VEGETATION TO BE CLEARED WITH LANDSCAPE ARCHITECT AND PROJECT ENGINEER PRIOR TO CLEARING.

4. ALL TREES WITHIN THE LIMITS OF DISTURBANCE AND/OR IDENTIFIED ON PLANS TO BE REMOVED SHALL BE MARKED IN THE FIELD & VERIFIED BY CITY OF LAGRANGE PRIOR TO REMOVAL.

ALL DISEASED, DYING, OR DEAD TREES AND TREE LIMBS WITHIN 25' OF THE TRAIL EDGE SHALL BE REMOVED

5. ALL SIGNING & MARKING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), LATEST EDITION

6. ALL ROADWAY PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND MEET GDOT SPECIFICATIONS UNLESS SPECIFIED OTHERWISE BY CITY. TRAIL PAVEMENT

MARKINGS TO BE PAINT, UNLESS SPECIFIED OTHERWISE BY CITY.

CONSTRUCTION NOTES

1. TRAIL BACKFILL DIRT SHALL BE CLEAN, COHESIVE CLAY OR SANDY CLAY FREE OF DEBRIS, ORGANICS, DELETERIOUS MATERIAL AND ROCKS GREATER THAN 3" DIAMETER.

2. DESIRABLE GRADED SLOPES ARE TO BE 3:1 (H:V) OR FLATTER. MAX CUT OR FILL SLOPES SHALL BE 2:1 (H:V), UNLESS SPECIFICALLY NOTED.

3. EQUIPMENT AND MATERIALS SHALL BE STORED IN AREAS DESIGNATED BY THE OWNER. CONSTRUCTION AND STORAGE AREAS SHALL BE KEPT NEAT AND CLEAN. TREE SAVE AREAS SHALL NOT BE USED FOR STORAGE OR PARKING. EQUIPMENT AND MATERIAL SHALL NOT BE STORED WITHIN THE DRIP LINE OF TREES.

4. CONTRACTOR TO VERIFY THE ELEVATIONS OF ALL TIE-IN POINTS FOR INSTALLATION OF UTILITIES, CURB & GUTTER AND PAVING.

5. TRENCH BACKFILL MATERIAL SHALL BE COMPACTED TO NOT LESS THAN 95% OF THE OPTIMUM COMPACTION FOR ANY SOIL CLASSIFICATION AS DETERMINED BY THE STANDARD PROCTOR TEST AASHTO T-180 METHOD "A". THE TOP 2 FEET OF ALL AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. BACKFILL MATERIAL SHALL BE CLEAN AND FREE OF ROOTS, ROCK OR DELETERIOUS MATTER. CONTRACTOR SHALL CORRECT ANY DAMAGE TO CURBING OR PAVING CAUSED BY TRENCH SETTLEMENT WHICH OCCURS

WITHIN 12 MONTHS OF PROJECT ACCEPTANCE.

6. THE CONTRACTOR SHALL NOTIFY THE PROJECT DESIGN TEAM OF ANY DISCREPANCIES BETWEEN PLAN AND FIELD CONDITIONS PROMPTLY UPON DISCOVERY.

7. ALL EXISTING UTILITY BOXES AND/OR COVERS THAT ARE TO REMAIN SHALL BE SET FLUSH WITH THE TOP OF THE PROPOSED GRADE.

8. AREAS INTENDED TO SUPPORT PAVEMENT OR NEW FILL SHALL BE PROOF ROLLED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER TO LOCATE WEAK, SOFT OR EXCESSIVELY WET MATERIALS. AREAS WHICH PUMP WHILE PROOF ROLLED SHALL BE UNDERCUT AND BACK-FILLED AS DIRECTED BY GEOTECHNICAL ENGINEER.

9. CRUSHED STONE AGGREGATE IN PAVEMENT BASE SHALL CONFORM WITH SECTION 815 OF THE STATE OF GEORGIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. ALL ASPHALT MATERIAL AND PAVING OPERATIONS SHALL MEET APPLICABLE SPECIFICATIONS OF THE GEORGIA DEPARTMENT OF TRANSPORTATION.

10. ALL FILL AREAS MUST BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR. THE TOP 2 FEET OF ALL AREAS TO RECEIVE PAVEMENT SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY. A REPORT FROM A GEOTECHNICAL ENGINEER WILL BE REQUIRED FOR ALL FILL AREAS WITHIN THE RIGHT-OF-WAY.

11. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ACROSS DISTURBED AREA AND INTO DRAINAGE FEATURES.

PROJECT MANAGEMENT

PATH Foundation, PO Box 14327, Atlanta, GA.

PETE PELLEGRINI - 24 HOUR CONTACT

GA GSWCC LEVEL 1 CERTIFICATION # 0000029813

12/21/2023 office 404-875-7284 x2 cell 404-277-5392

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PROFESSIONAL

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LEGEND

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GAS VALVE

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WATER VALVE

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1033 CATCH BASIN

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UGT

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UGP

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UNDERGROUND TELEPHONE

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HANDICAPPED PARKING

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TRAFFIC FLOW

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STORM DRAIN

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GAS

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WATER

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SANITARY SEWER

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UTILITY POLE

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1019A DROP INLET

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1011A JUNCTION BOX

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DRAINAGE SLOPE

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1125 HEADWALL

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GUY POLE

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LAMP POST

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SEWER MANHOLE

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1034 CATCH BASIN

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1019A TYPE E CURB INLET

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FORCE MAIN

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OVERGROUND DOWNSPOUT

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PROPOSED CURB & GUTTER

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TREE PROTECTION FENCE

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MAILBOX

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GAS METER

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PROPERTY LINE

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ICV

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SG = SWEETGUM

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BI = BIRCH

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EM = ELM

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O = OAK

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SM = SYCAMORE

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C = CEDAR

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GI = GINKO

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PC = PECAN

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SW = SOURWOOD

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CH = CHERRY

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HB = HACKBERRY

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PE = PEAR

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UK = UNKNOWN

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CM = CREPE MYRTLE

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HK = HICKORY

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PI = PINE

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WA = WALNUT

PROJECT SITE

G R

A N

G E

T H

R E

A D

E P

A R

T O P O G R A P H

S U R V E Y

E- M

m ai lb ox ge or gi aa nd w es t.c om

D S

U R

N G

N N

C O

E D

E C

, G A.

E (7

) 8

-4

) 8

-1

SHEET 1 OF 1

GEORG IA

X X

REMOVED, SPECIES: PINE SIZE: 21"

X X

REMOVED, SPECIES: PINE SIZE: 19"

REMOVED, SPECIES: PINE SIZE: 17"

REMOVED, SPECIES: PINE SIZE: 16"

REMOVED, SPECIES: PINE SIZE: 30"

REMOVED, SPECIES: PINE SIZE: 26"

REMOVED, SPECIES: CHERRY SIZE: 7"

REMOVED, SPECIES: CHERRY SIZE: 11"

TP-01

SEE SHEET NOTE #10 THIS SHEET

STRUCTURAL ROOT PLATE

CRITICAL ROOT ZONE (CRZ), TYP.

NO HEAVY MACHINERY TO BE USED WITHIN TREE

CRZ. CITY ARBORIST TO BE PRESENT DURING

DEMOLITION AND CONSTRUCTION ACTIVITY

OCCURRING WITHIN TREE CRZ.

ROOT BRIDGING, TYP.

TPTP

TP TP

TP TP TP

TPTPTP

TPTP

TP TP

CONTRACTOR TO LIMB UP ALL SAVED TREES AS

NEEDED TO MAINTAIN TRAIL VERTICAL CLEAR

ZONE. CITY ARBORIST TO BE PRESENT FOR ALL

TREE LIMBING. SEE SHEET NOTE #9 THIS SHEET

ROOT BRIDGING, TYP.

TREE PROTECTION PLAN

DATE DESCRIPTION

PROJECT #

PROJECT MANAGER AC

2022 - 256

02/17/2023 50% DESIGN REVIEW

LaGRANGE BICYCLE PARK

SCALE

DATE

1" = 20'-0"

JULY 21, 2023

SHEET #

1 inch = feet

( IN FEET )

KEY MAP

LaGRANGE, GA

CHARLES M. ABBOTT JR, P.E.

DESIGN ENGINEER LEVEL II CERTIFICATION

GSWCC # 000004168 EXPIRES: 04/28/2025

CHUCK.ABBOTT@KAIZENCOLLABORATIVE.COM

O: 404-239-2521

KAIZENCOLLABORATIVE

2390 MAIN STREET | TUCKER, GEORGIA 30084 | 404.239.2521

PATH FOUNDATION

PO BOX 1432, ATLANTA, GA 30305

24 HOUR CONTACT - PETE PELLEGRINI

E: PETEVP@PATHFOUNDATION.ORG

O: 404-875-7284 x 2 C: 404-277-5392

3RD AVE

07/21/2023 100% ISSUE FOR PERMIT

08/16/2023 100% ISSUE FOR BID

TP-01

1" = 20'-0"

SHEET NOTES:

1. TREE PROTECTION FENCING SHALL BE INSTALLED JUST OUTSIDE THE

LIMITS OF DISTURBANCE AS INDICATED ON DRAWINGS.

2. SEDIMENT AND EROSION CONTROL DEVICES SHALL BE HAND DUG

DURING INSTALLATION WITHIN THE CRZ OF ANY CONSERVED TREE. NO

TREE ROOTS ARE TO BE CUT DURING THE INSTALLATION OF THESE

DEVICES.

3. CITY ARBORIST TO ASSESS AND CLEARLY IDENTIFY ON-SITE LOCATIONS

OF TREES TO REMAIN AND TREES TO BE REMOVED FROM THE SITE PRIOR

TO ALL CONSTRUCTION ACTIVITY. NO TREE TO BE REMOVED BY

CONTRACTOR WITHOUT FINAL CITY APPROVAL.

4. CONTRACTOR TO REMOVE ALL UNDERSTORY VEGETATION BY HAND IN

AREAS WHERE HEAVY EQUIPMENT MAY DAMAGE NEARBY TREES THAT

ARE TO REMAIN. NO MATERIAL STORAGE SHALL BE PERMITTED WITHIN 10

FT. OF TREE SAVE AREAS.

5. CONTRACTOR TO BRING ANY DISCREPANCIES TO THE ATTENTION OF THE

CITY AND LANDSCAPE ARCHITECT AS SOON AS POSSIBLE.

6. ANY TREES DAMAGED, YET NOT SLATED TO BE REMOVED, WILL BE

REPLACED PER CITY REQUIREMENTS AT THE CONTRACTOR'S EXPENSE.

7. TREES REMOVED SHALL BE RECYCLED THROUGH CHIPPING AND

MULCHING. NO LANDFILLS.

8. REPLACEMENT TREES SHALL BE SPECIES APPROVED BY THE CITY OF

LAGRANGE OR THE CITY'S DESIGNEE.

9. CITY ARBORIST TO PROVIDE ROOT PRUNING PLAN, TREE LIMBING PLAN,

AND TREE SAVE DETAILS FOR ALL LAND DISTURBANCE ACTIVITY WITHIN

THE CRZ OF TREES NOT SLATED FOR REMOVAL.

10. DUE TO GRADE CHANGE RESTRICTIONS, THE DEPTH AND/OR EXTENTS OF

ROOT BRIDGING #57 STONE WITHIN THE CRZ OF PROTECTED TREES MAY

NEED TO BE LESS THAN SPECIFIED PER REVIEW AND APPROVAL OF CITY

ARBORIST.

ROOT BRIDGING INSET DETAIL

NOT TO SCALE

5" THICK CONCRETE TRAIL

6 MIL POLYURETHANE VAPOR BARRIER TO

PREVENT LEACHING

WASHED #57 STONE BASE. SEE SHEET NOTE #10

THIS SHEET.

FILTER FABRIC

EXISTING GRADE

UNCOMPACTED SUBGRADE

ROOT BRIDGING

SCALE: 1/4" = 1'-0"

NOTE: CONTRACTOR TO VERIFY LOCATION OF ROOT BRIDGING

WITH PROJECT MANAGER PRIOR TO BEGINNING CONSTRUCTION.

FILL MATERIAL (TYP.), THICKNESS VARIES ACCORDING TO

EXISTING GRADES. CLEAR ZONE (2' TYP. SHOULDER).

MAX.

TRAIL; REFER TO DETAIL 1 / CD-01.

WASHED #57 STONE BASE, THICKNESS VARIES;

4" MIN. - 6" MAX. AS PRESCRIBED BY CITY ARBORIST

FILTER FABRIC

3:1 DEPTH VARIES; REFER

TO GRADING PLAN.

EXISTING TREE ROOTS

UNCOMPACTED SUBGRADE; EXISTING GRADE TO

REMAIN UNDISTURBED

TRANSITION TO EXISTING GRADE.

2' TYP

SEE ROOT BRIDGING INSERT

DETAIL THIS SHEET

TP-01

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STRUCTURAL SLAB WITH RAILING

SPEED TABLE

TIE 2-PANEL WOOD

FENCE TO EXISTING

CHAIN-LINK FENCE

RETURN FENCE TO

EXISTING TREE LINE &

TERMINATE AT

PROPERTY LINE

RAILROAD X-ING

TUNNEL STRUCTURE

STRUCTURAL ROOT PLATE

REMOVABLE BOLLARD, TYP. 6

CD-01

2-PANEL FENCE

REMOVABLE BOLLARD

5,8

CD-02

REMOVABLE BOLLARD

CD-02

(4) BICYCLE PARKING STALLS. REFER TO

SIGNING & MARKING PLANS

ENLARGEMENT PLAN BB

CP-01

ENLARGEMENT PLAN A A

CP-01

EXISTING WALK/TRAIL

TRANSITION, TYP.

CD-01

PROVIDE 12" PREMOLDED EXPANSION

JOINT AT BEGINNING OF POUR, TYP.

CP-02

CD-03

LAGRANGE BIKE PARK

STA: 00+00

GPS: N: 1100176.68

E: 2027442.16

10' WIDE MULTI-USE TRAIL1

CD-01

6' WIDE CONCRETE TRAIL1

CD-01

6'-0"

20'-0"

10'-0"

7'-0"

STAIRS WITH BIKE CHANNEL

20'-0"

GDOT TYPE "B" RAMP W/

DETECTABLE WARNING SURFACE

GDOT TYPE "A" RAMP W/

DETECTABLE WARNING SURFACE

24" CURB & GUTTER, WITH

PAVEMENT OVER GUTTER. TIE

TO & MATCH EXISTING

(BOTH SIDES OF CROSSWALK)

1 & 2

CD-04

6'-0"

3'-0"

2'-0"

3'-0"

2'-0"

TRASHCAN, TYP.5

CD-03

BENCH, TYP.4

CD-03

BIKE RACKS (3)

SPACED 3 FT. O.C.

CD-03

PAVER BAND,

1 SOLDIER COURSE WIDE

25'-6"

3'-0"

REFER TO MATERIAL AND FINISH

NOTES THIS SHEET

125°

135°

100°

6" TP. 2 CONC. HEADER CURB

20'-0"

10'-0"

DATE DESCRIPTION

PROJECT #

PROJECT MANAGER AC

2022 - 256

02/17/2023 50% DESIGN REVIEW

LaGRANGE BICYCLE PARK

SCALE

DATE

1" = 20'-0"

JULY 21, 2023

SHEET #

1 inch = feet

( IN FEET )

KEY MAP

LaGRANGE, GA

CHARLES M. ABBOTT JR, P.E.

DESIGN ENGINEER LEVEL II CERTIFICATION

GSWCC # 000004168 EXPIRES: 04/28/2025

CHUCK.ABBOTT@KAIZENCOLLABORATIVE.COM

O: 404-239-2521

KAIZENCOLLABORATIVE

2390 MAIN STREET | TUCKER, GEORGIA 30084 | 404.239.2521

PATH FOUNDATION

PO BOX 1432, ATLANTA, GA 30305

24 HOUR CONTACT - PETE PELLEGRINI

E: PETEVP@PATHFOUNDATION.ORG

O: 404-875-7284 x 2 C: 404-277-5392

3RD AVE

07/21/2023 100% ISSUE FOR PERMIT

08/16/2023 100% ISSUE FOR BID

CP-01

1" = 20'-0"

CP-01

A BENCH PAD 'A' PLAN DETAIL

SCALE: 1" = 5'-0"

CP-01

B ROUNDABOUT PLAN DETAIL

SCALE: 1" = 10'-0"

LAYOUT AND MATERIAL

PLAN

MATERIAL & FINISH NOTES:

1. PAVER BASIS OF DESIGN: PINE HALL, COLOR: MIXED COLOR TO MATCH

BRICK COLOR PATTERN ON BERTA WEATHERSBEE ELEM. SCHOOL, 2-1/4"

THICK, 4" W X 8" L. CONTRACTOR TO PROVIDE PAVER SAMPLES TO CITY

FOR FINAL COLOR APPROVAL PRIOR TO CONSTRUCTION.

2. SCORED CONCRETE: 1/4-INCH CONTROL JOINT (UNLESS OTHERWISE

NOTED), CUT DEPTH EQUAL TO 1/4 DEPTH OF SLAB.

3. CONTRACTOR TO PERFORM A TEST PANEL TO CONFIRM SAW CUT DEPTH

FOR FINAL CITY APPROVAL PRIOR TO CONSTRUCTION.

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EDGE OF CLEARING

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EDGE OF CLEARING

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TREE LINE

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14" PI

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20" PI

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16" PI

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20" PI

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20" PI

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15" PI

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17" PI

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21" PI

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16" PI

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25" PI

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6" MG

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26" PI

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6" CH

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12" PI

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26" PI

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30" PI

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11" CH

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7" CH

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EXIST. SIGN: NO OUTLET

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EXIST. SIGN: STOP

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28" PI

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15" PI

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FORREST AVENUE

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EXISTING THREAD TRAIL

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N/F ELM CITY HOLDINGS LLC D.B. 1550 PG. 706

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ENLARGEMENT PLAN AA

CP-02

ENLARGEMENT PLAN BB

CP-02

ENLARGEMENT PLAN CC

CP-02

ENLARGEMENT PLAN EE

CP-02

ENLARGEMENT

PLAN D

CP-02

10'-0"

7'-5" 2'-0"

2'-0" 2'-9"

BENCH4

CD-03

PAVER BAND,

1 SOLDIER

COURSE WIDE

REFER TO MATERIAL AND FINISH

NOTES THIS SHEET

10'-0"

7'-5"

2'-0" 2'-0"

BENCH4

CD-03

PAVER BAND,

1 SOLDIER

COURSE WIDE

REFER TO MATERIAL AND FINISH

NOTES THIS SHEET

6'-0"

2'-0"

12'-9"

BIKE RACKS (3)

SPACE 3 FT O.C.

CD-03

PAVER BAND,

1 SOLDIER COURSE WIDE

10'-0"

3'-0"

REFER TO MATERIAL AND FINISH

NOTES THIS SHEET

4" X (TRAIL WIDTH) PAINTED

CONCRETE BAND WITH

SCORED CONCRETE OUTLINE

2" WIDE TOOLED CONTROL

JOINTS ACROSS WIDTH OF

TRAIL).

8" X 96" PAINTED

CONCRETE BAND WITH

SCORED CONC. OUTLINE

4" WIDE SAWCUT

CONTROL JOINTS)

METAL EDGE RESTRAINT

SURROUND TO CONTAIN

STONE BALLAST

WELDED METAL RAIL

7" X 9" X 96" PRESSURE

TREATED CROSS-TIE

TIMBER, TYP. SET ON

BALLAST SUB-BASE

4'-6"

4'-10"

9'-0"

REFER TO MATERIAL AND FINISH

SHEET NOTES

REFER TO MATERIAL AND FINISH

8'-0"

2' WIDE CONCRETE

SHOULDER WITH EMBEDDED

METAL RAIL MEMBERS. RAIL

MEMBERS TO BE FLUSH WITH

CONCRETE FINISHED GRADE.

SCORE CONC. PRIOR TO

PAINT APPLICATION.

REFER TO SIGNING AND

MARKING PLAN FOR PAINT

FINISH AT RAILROAD

CROSSING.

8" WIDE PAINTED CONCRETE

BAND WITH SCORED CONCRETE

OUTLINE (1

4" WIDE SAWCUT

CONTROL JOINTS).

SCORE CONC. PRIOR TO PAINT

APPLICATION. REFER TO SIGNING

& MARKING PLAN FOR PAINT

FINISH AT SPEED TABLE.

5'-0"

10'-0"

5'-0"

10'-0"

SPEED TABLE1

CD-02

REFER TO MATERIAL AND FINISH

SHEET NOTES

REFER TO MATERIAL AND FINISH

SHEET NOTES

LAYOUT AND MATERIAL

PLAN

DATE DESCRIPTION

PROJECT #

PROJECT MANAGER AC

2022 - 256

02/17/2023 50% DESIGN REVIEW

LaGRANGE BICYCLE PARK

SCALE

DATE

1" = 20'-0"

JULY 21, 2023

SHEET #

1 inch = feet

( IN FEET )

KEY MAP

LaGRANGE, GA

CHARLES M. ABBOTT JR, P.E.

DESIGN ENGINEER LEVEL II CERTIFICATION

GSWCC # 000004168 EXPIRES: 04/28/2025

CHUCK.ABBOTT@KAIZENCOLLABORATIVE.COM

O: 404-239-2521

KAIZENCOLLABORATIVE

2390 MAIN STREET | TUCKER, GEORGIA 30084 | 404.239.2521

PATH FOUNDATION

PO BOX 1432, ATLANTA, GA 30305

24 HOUR CONTACT - PETE PELLEGRINI

E: PETEVP@PATHFOUNDATION.ORG

O: 404-875-7284 x 2 C: 404-277-5392

3RD AVE

07/21/2023 100% ISSUE FOR PERMIT

08/16/2023 100% ISSUE FOR BID

CP-02

A BENCH PAD 'A' PLAN DETAIL

SCALE: 1" = 5'-0" CP-02

B BENCH PAD 'B' PLAN DETAIL

SCALE: 1" = 5'-0"

1" = 20'-0"

CP-02

C BIKE RACK PAD 'C' PLAN DETAIL

CP-02

E RAILROAD X-ING PLAN DETAIL

SCALE: 1" = 5'-0"

DETAIL NOTES:

1. LAYOUT SHOWN IS BASIS

OF DESIGN. FINAL

DETAILED DESIGN TO BE

COMPLETED BY

LICENSED STRUCTURAL

ENGINEER, INCLUDING

ALL METAL AND WOOD

MEMBERS, FASTENERS,

ATTACHMENTS, AND

MATERIAL FINISHES.

2. CONTRACTOR TO

PROVIDE SHOP

DRAWINGS COMPLETED

BY STRUCTURAL

ENGINEER PRIOR TO

CONSTRUCTION FOR

FINAL APPROVAL BY CITY

AND LANDSCAPE

ARCHITECT.

SCALE: 1" = 5'-0"

CP-02

D SPEED TABLE PLAN DETAIL

SCALE: 1" = 5'-0"

MATERIAL & FINISH NOTES:

1. PAVER BASIS OF DESIGN: PINE HALL, COLOR: MIXED COLOR TO MATCH

BRICK COLOR PATTERN ON BERTA WEATHERSBEE ELEM. SCHOOL, 2-1/4"

THICK, 4" W X 8" L. CONTRACTOR TO PROVIDE PAVER SAMPLES TO CITY

FOR FINAL COLOR APPROVAL PRIOR TO CONSTRUCTION.

2. SCORED CONCRETE: 1/4-INCH CONTROL JOINT (UNLESS OTHERWISE

NOTED), CUT DEPTH EQUAL TO 1/4 DEPTH OF SLAB.

3. CONTRACTOR TO PERFORM A TEST PANEL TO CONFIRM SAW CUT DEPTH

FOR FINAL CITY APPROVAL PRIOR TO CONSTRUCTION.

AutoCAD SHX Text

EXIST. SIGN: NO OUTLET

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EXIST. SIGN: STOP

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FORREST AVENUE

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EXISTING THREAD TRAIL

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N/F ELM CITY HOLDINGS LLC D.B. 1550 PG. 706

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4.7%

4.4

3.3%

2.8%

2.1%

1.5%

3.4%

1.6%

3.2%

2.1%

3.1%

694.0

692.5

HP: 694.3

698.5

HP:700.1

HP:695.3

693.2

694.1

698.4

699.5

697.53

LP: 693.2

LP: 693.6

699.3

699.7

LP:693.6

693.0

694.6

LP: 692.9

695.9

LP:693.1

693.8

695.3

693.9

692.7

695.2

695.4

693.9

695.1

HP:693.5

698.3

698.6

698.1

693.3

696.2

696.0

HP:696.9

696.8

699.0

699.5

HP: 696.0

695.0

697.9

697.8

698.8

698.2

699.4

699.1

GD-01

HP:698.9

698.3 698.4

698.6

697.9

697.43

697.9

697.5

697.74

698.1

697.9

697.7

3.0%

GRADING PLAN

DATE DESCRIPTION

PROJECT #

PROJECT MANAGER AC

2022 - 256

02/17/2023 50% DESIGN REVIEW

LaGRANGE BICYCLE PARK

SCALE

DATE

1" = 20'-0"

JULY 21, 2023

SHEET #

1 inch = feet

( IN FEET )

KEY MAP

LaGRANGE, GA

CHARLES M. ABBOTT JR, P.E.

DESIGN ENGINEER LEVEL II CERTIFICATION

GSWCC # 000004168 EXPIRES: 04/28/2025

CHUCK.ABBOTT@KAIZENCOLLABORATIVE.COM

O: 404-239-2521

KAIZENCOLLABORATIVE

2390 MAIN STREET | TUCKER, GEORGIA 30084 | 404.239.2521

PATH FOUNDATION

PO BOX 1432, ATLANTA, GA 30305

24 HOUR CONTACT - PETE PELLEGRINI

E: PETEVP@PATHFOUNDATION.ORG

O: 404-875-7284 x 2 C: 404-277-5392

3RD AVE

07/21/2023 100% ISSUE FOR PERMIT

08/16/2023 100% ISSUE FOR BID

GD-01

PYRAMID GRATE INLET DETAIL

GD-01

N.T.S.

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EXIST. C.B. (CONCRETE TOP) THROAT 699.39

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EXIST. G.I. TOP 692.03 THROAT 691.54 INV. OUT 689.24

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EXIST. 18" HDPE

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EXIST. F.E.S. INV. 687.43

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EXIST. C.B. THROAT 695.74 INV. IN 689.92 (W) INV. OUT 689.72 (E)

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EXIST. 24" RCP

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DESTINATION OUTSIDE OF SURVEY AREA

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EXIST. 24" RCP ASSUMED LOCATION

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GI (1.2) INSTALL 6500 GRATE OR APPROVED EQUIVALENT

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EXIST GI (1.1)

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92 LF OF 18" HDPE

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DATE DESCRIPTION

PROJECT #

PROJECT MANAGER AC

2022 - 256

02/17/2023 50% DESIGN REVIEW

LaGRANGE BICYCLE PARK

SCALE

DATE

1" = 20'-0"

JULY 21, 2023

SHEET #

1 inch = feet

( IN FEET )

KEY MAP

LaGRANGE, GA

CHARLES M. ABBOTT JR, P.E.

DESIGN ENGINEER LEVEL II CERTIFICATION

GSWCC # 000004168 EXPIRES: 04/28/2025

CHUCK.ABBOTT@KAIZENCOLLABORATIVE.COM

O: 404-239-2521

KAIZENCOLLABORATIVE

2390 MAIN STREET | TUCKER, GEORGIA 30084 | 404.239.2521

PATH FOUNDATION

PO BOX 1432, ATLANTA, GA 30305

24 HOUR CONTACT - PETE PELLEGRINI

E: PETEVP@PATHFOUNDATION.ORG

O: 404-875-7284 x 2 C: 404-277-5392

3RD AVE

07/21/2023 100% ISSUE FOR PERMIT

08/16/2023 100% ISSUE FOR BID

SM-00

SIGNING AND MARKING

DETAILS

PATH FOUNDATION SIGN SPECIFICATIONS

1. ALUMINUM SIGN BLANKS SHOULD MEET REQUIREMENTS OF GEORGIA DOT

SECTION 912--SIGN BLANKS AND PANELS. ALL SIGNS TO BE MADE WITH AT LEAST

0.125-INCH THICK ALUMINUM USING METAL THAT MEETS THE REQUIREMENTS OF

ASTM B 209 (B 209M), ALLOY 6061-T-6 OR 5052-H38.

2. SIGNS LOCATED WITHIN RIGHT-OF-WAY SHALL USE RETROREFLECTIVE VINYL WITH

AT LEAST 10-YEAR LIFE EXPECTANCY AND FOLLOW THE FEDERAL HIGHWAY

ADMINISTRATION (FHA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD) SPECIFICATIONS. PLEASE SEE THE FOLLOWING TABLE FOR

RECOMMENDED PRODUCTS FOR RETROREFLECTIVE VINYL SIGNS WITHIN THE

RIGHT-OF-WAY:

RETRO REFLECTIVE VINYL

PRODUCT NAME LIFE EXPECTANCY

3M™ High Intensity Reflective Sheeting 10YR ORALITE® 5800 High Intensity Grade Reflective Sheeting 10YR

OTHER PRODUCTS MUST BE APPROVED BY PATH PROJECT

MANAGEMENT BEFORE USE AT LEAST 10YR

ALL REFLECTIVE SIGNS MUST INCLUDE ANTI-GRAFFITI LAMINATE OF AT LEAST

10-YEAR LIFE EXPECTANCY. PLEASE SEE THE FOLLOWING TABLE FOR

RECOMMENDED PRODUCTS FOR ANTI-GRAFFITI LAMINATE:

ANTI-GRAFFITI FILMS:

PRODUCT NAME LIFE EXPECTANCY

3M™ Protective Overlay Film Series 1160 10YR

OTHER PRODUCTS MUST BE APPROVED BY PATH PROJECT AT LEAST 10YR

MANAGEMENT BEFORE USE

3. ALL SIGNS MUST HAVE AT LEAST 10-YEAR LIFE EXPECTANCY, INCLUDING ANY

CUSTOM TEXT AND GRAPHICS ON SIGNS. IF SIGN INCLUDES CUSTOM TEXT AND

GRAPHICS ON ONLY ONE FACE, THEN THE BACK PANEL MUST BE BLACK WITH AT

LEAST 10-YEAR LIFE EXPECTANCY. PLEASE SEE THE FOLLOWING TABLE FOR

RECOMMENDED PRODUCTS FOR CUSTOM TEXT AND GRAPHICS:

CUSTOM TEXT AND GRAPHICS:

PRODUCT NAME LIFE EXPECTANCY

Direct Print to Aluminum with Grip Gard BC System with satin, anti-graffiti clear-coat 10YR

OTHER PRODUCTS MUST BE APPROVED BY PATH PROJECT AT LEAST 10YR

MANAGEMENT BEFORE USE

4. ALL SIGNS MUST BE PRINTED WITH NAME BRAND INKS FROM THE PRINTING

EQUIPMENT MANUFACTURER FOR THE PRINTER USED TO CREATE THE SIGN.

5. ON STANDARD SIGNS, THE BLACK BORDER IS INSET 3/8” FROM EACH EDGE. THE

THICKNESS OF THE BLACK BORDER IS ALSO ¼”, OR 18 POINT. SIGNS AT OR LARGER

THAN 24” X 36” MAY COME FROM THE ARCHITECTURAL FIRM WITH LARGER

BORDERS. THESE BORDERS MUST BE CONSISTENT ON ALL FOUR EDGES AND

MATCH STANDARD DIE CUT CURVES ON THE CORNERS.

6. PATH GREEN IS 85 - 20 - 69 - 4 IN CMYK VALUES.

YELLOW ON PATH SIGNS IS 0 - 15 - 100 - 0.

OTHER COLORS WILL BE DETERMINED FROM THE VECTOR FILES IN THE SIGN

MATRIX.

SIGN MANUFACTURERS:

1. SIGN MANUFACTURER CONTACT TO BE APPROVED BY THE CITY.

SM-00

AS SHOWN

REGULATORY SIGN

SCALE: 1/2" = 1'-0"

60"

18"

FRONT VIEW BACK VIEW

DISTANCE MARKER

CONCRETE FOOTER

UNDISTURBED SOIL

CONSTRUCTION KEY:

❶ ALL SIGNS TO BE 1/8" THICK ALUMINUM PANEL.

❷ (1) 3"X3" ALUMINUM POST, POWDER COATED

BLACK.

❸ EACH SIGN PANEL TO BE ATTACHED TO POST USING

(2) 1" LONG, 1/4 DIA., STAINLESS STEEL #14A

BUTTON HD TORX SECURITY METAL SCREW.

❸

24"

12"12"

REGULATORY SIGN PANELS (REFER TO SIGNING & MARKING PLANS FOR DETAILS)

❶

NOTES:

1. ALL METAL TO BE ALUMINUM POWDER COATED BLACK

UNLESS OTHERWISE SPECIFIED.

2. ALL SIGNS TO CONFORM TO PATH FOUNDATION

SPECIFICATIONS.

18" 24"

❷

DIRECTIONAL SIGN

SCALE: 1/2" = 1'-0"

18"

48"

24"

CONCRETE FOOTER

UNDISTURBED SOIL

12"

SIDE VIEWFRONT VIEW

❶ ❹

16" O.C.

❸ 18"x48" SIGN PANEL

SIGN ATTACHMENT PLAN VIEW

SCALE: 1"=1'-0"

CONSTRUCTION KEY:

❶ 1/4" THICK ALUMINUM PANEL.

❷ (1) 3"X3" ALUMINUM POST, POWDER COATED

BLACK.

❸ (2) L-CHANNEL BRACKET, MIN. 38" LONG,

ATTACHED TO POST AS SHOWN, USING 1.5" LONG,

1/2 STAINLESS STEEL #14A BUTTON HD TORX

SECURITY METAL SCREW.

❹ ATTACH SIGN PANEL TO FRONT OF L-CHANNEL

BRACKET WITH LOCTITE® AA H4500 ADHESIVE.

12"

NOTES:

1. ALL METAL TO BE ALUMINUM POWDER COATED BLACK

UNLESS OTHERWISE SPECIFIED.

2. ALL SIGNS TO CONFORM TO PATH FOUNDATION

SPECIFICATIONS.

18" 18"

❷

KIOSK SIGN

SCALE: 1/2" = 1'-0"

56"

18"

24"

SIGN ATTACHMENT PLAN VIEW

SCALE: 1"=1'-0"

12"

SIDE VIEW

CONSTRUCTION KEY:

❶ 1/4" THICK ALUMINUM PANEL.

❷ (2) 3"X3" ALUMINUM POSTS, POWDER COATED

BLACK WITH (2) 2"X2", 21" LONG ALUMINUM

BRACKET WELDED TO POST

❸ (2) L-CHANNEL BRACKET, MIN. 49" LONG,

ATTACHED TO POST AS SHOWN, USING 2" LONG,

1/2 STAINLESS STEEL #14A BUTTON HD TORX

SECURITY METAL SCREW.

❹ ATTACH SIGN PANEL TO FRONT OF L-CHANNEL

BRACKET WITH LOCTITE® AA H4500 ADHESIVE.

❹

19" O.C.

FRONT VIEW

❶

CONCRETE FOOTER

UNDISTURBED SOIL

❸

24"

18"

36"

32"x56" CUSTOM SIGN PANEL

5.5"

NOTES:

1. ALL METAL TO BE ALUMINUM POWDER COATED BLACK

UNLESS OTHERWISE SPECIFIED.

2. ALL SIGNS TO CONFORM TO PATH FOUNDATION

SPECIFICATIONS.

18" 18"

❷

❹

DISTANCE MARKER

SCALE: 1/2" = 1'-0"

24"

10"

24"

CONCRETE FOOTER

UNDISTURBED SOIL

CONSTRUCTION KEY:

❶ 1/8" THICK ALUMINUM PANEL.

❷ (2) DISTANCE MARKER SIGN PANELS ATTACHED TO

POST USING (2) 1" LONG, 1/4 DIA., STAINLESS STEEL

#14A BUTTON HD TORX SECURITY METAL SCREW.

❸ (1) 3"X3" ALUMINUM POST, POWDER COATED

BLACK.

❶

❸

DISTANCE MARKER

12"

NOTES:

1. ALL METAL TO BE ALUMINUM POWDER COATED BLACK

UNLESS OTHERWISE SPECIFIED.

2. ALL SIGNS TO CONFORM TO PATH FOUNDATION

SPECIFICATIONS.

3. SIGN PANEL DIMENSIONS SHOWN FOR STAND-ALONE

DISTANCE MARKER ONLY. REFER TO SIGNING AND MARKING

PLANS FOR DETAILS

18"

SIGN ATTACHMENT PLAN VIEW

SCALE: NTS

FRONT/BACK VIEW

❷

THIS SPACE INTENTIONALLY LEFT BLANK

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(2) 3"X3" ALUMINUM POSTS, POWDER COATED

S T O P

STOP

STO

8' WIDE CROSSWALK, TYP.

STO

S T O P

F B

TYPE 1 ARROW, TYP.

TYPE 3 ARROW

4" SOLID WHITE, TYP.

TYPE 5 ARROW

ENLARGEMENT PLAN A C

SM-01

4" DOUBLE SOLID YELLOW

F B

B FB

F B

TRAIL STOP PAVEMENT MARKING DETAIL, TYP. 9

CD-01

TRAIL CENTERLINE STRIPING, TYP. 8

CD-01

TERMINATE 4" SKIP YELLOW CENTERLINE STRIPING AT ROUNDABOUT, TYP.

NO TRAIL CENTERLINE STRIPING WITHIN ROUNDABOUT

4" SOLID DOUBLE YELLOW

SM-01

NO TRAIL CENTERLINE STRIPING WITHIN

6 FT WIDE CONCRETE TRAIL, TYP.BEGIN 4" SKIP STRIPE, WHITE

(2' SEGMENT 4' GAP)

BEGIN 4" SKIP STRIPE, WHITE

(2' SEGMENT 4' GAP)

CD-02

END SKIP STRIPE

S T O P

GDOT STD. CROSSWALK, 12 FT WIDE. 7

CD-02

ENLARGEMENT PLAN B B

SM-01

EQ.

1'-6"

3'-0"

SOLID WHITE YIELD

MARKING, TYP.

EQ.

8" SOLID PAINTED

CONCRETE BAND.

CONTRACTOR TO

PROVIDE COLOR

SAMPLES TO CITY FOR

FINAL APPROVAL

TYPE 1 ARROW, WHITE TYPE 3 ARROW, WHITE TYPE 5 ARROW, WHITE

6'-0"

3'-0"

2'-0"

3'-6"

2'-6"

6'-0"

1'-0" 6"

1'-1"

2'-2"

1'-3"

2'-0"

4'-0"

1'-0"

2'-0" 2'-9"

9" 10"

8" X 96" SOLID

PAINTED CONCRETE

BAND. CONTRACTOR

TO PROVIDE COLOR

SAMPLES TO CITY

FOR FINAL APPROVAL

4" X (TRAIL WIDTH)

SOLID PAINTED

CONCRETE BAND.

CONTRACTOR TO

PROVIDE COLOR

SAMPLES TO CITY

FOR FINAL APPROVAL

DATE DESCRIPTION

PROJECT #

PROJECT MANAGER AC

2022 - 256

02/17/2023 50% DESIGN REVIEW

LaGRANGE BICYCLE PARK

SCALE

DATE

1" = 20'-0"

JULY 21, 2023

SHEET #

1 inch = feet

( IN FEET )

KEY MAP

LaGRANGE, GA

CHARLES M. ABBOTT JR, P.E.

DESIGN ENGINEER LEVEL II CERTIFICATION

GSWCC # 000004168 EXPIRES: 04/28/2025

CHUCK.ABBOTT@KAIZENCOLLABORATIVE.COM

O: 404-239-2521

KAIZENCOLLABORATIVE

2390 MAIN STREET | TUCKER, GEORGIA 30084 | 404.239.2521

PATH FOUNDATION

PO BOX 1432, ATLANTA, GA 30305

24 HOUR CONTACT - PETE PELLEGRINI

E: PETEVP@PATHFOUNDATION.ORG

O: 404-875-7284 x 2 C: 404-277-5392

3RD AVE

07/21/2023 100% ISSUE FOR PERMIT

08/16/2023 100% ISSUE FOR BID

SM-01

SIGNING AND MARKING

PLAN

SM-01

A SPEED TABLE ENLARGEMENT

SCALE: 1" = 5'-0"

SM-01

C PAVEMENT MARKING ARROW DETAIL

SCALE: 1/2" = 1'-0"

SM-01

B RAILROAD X-ING ENLARGEMENT

SCALE: 1" = 5'-0"

MUTCD SIGNS

W16-7PL

24" x 12"

W11-15 30" x 30"

MUTCD SIGNS

W16-7PL

24" x 12"

W11-15 30" x 30"

W16-9P 24" x 12"

W11-15 30" x 30"

W16-9P 24" x 12"

MUTCD SIGNS, PLACE

200 LF IN ADVANCE

OF CROSSING

MUTCD SIGNS, PLACE 200 LF

IN ADVANCE OF CROSSING

SHEET NOTES:

1. MUTCD SIGN PLACEMENTS ARE APPROXIMATE AND MAY BE ADJUSTED TO MEET FIELD CONDITIONS WHERE NECESSARY, BUT SHALL BE WITHIN THE LIMITATIONS SET FORTH IN THE MUTCD CURRENT EDITION.

2. ALL MUTCD SIGNS TO BE SET ON NEW POST PER GDOT STD. DETAIL T-3A

3. ALL NEW ROAD STRIPING AND GDOT STD. CROSSWALK STRIPING TO BE THERMOPLASTIC ON ASPHALT

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FORREST AVENUE

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EDGE OF CLEARING

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EDGE OF CLEARING

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TREE LINE

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14" PI

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15" PI

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19" PI

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6" MG

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6" CH

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11" CH

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7" CH

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EXIST. SIGN: NO OUTLET

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AutoCAD SHX Text No. 31674

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S T O P

STOP

STO

S T O P

F B

B FB

F B

S T O P

SIGNING AND MARKING

PLAN

DATE DESCRIPTION

PROJECT #

PROJECT MANAGER AC

2022 - 256

02/17/2023 50% DESIGN REVIEW

LaGRANGE BICYCLE PARK

SCALE

DATE

1" = 20'-0"

JULY 21, 2023

SHEET #

1 inch = feet

( IN FEET )

KEY MAP

LaGRANGE, GA

CHARLES M. ABBOTT JR, P.E.

DESIGN ENGINEER LEVEL II CERTIFICATION

GSWCC # 000004168 EXPIRES: 04/28/2025

CHUCK.ABBOTT@KAIZENCOLLABORATIVE.COM

O: 404-239-2521

KAIZENCOLLABORATIVE

2390 MAIN STREET | TUCKER, GEORGIA 30084 | 404.239.2521

PATH FOUNDATION

PO BOX 1432, ATLANTA, GA 30305

24 HOUR CONTACT - PETE PELLEGRINI

E: PETEVP@PATHFOUNDATION.ORG

O: 404-875-7284 x 2 C: 404-277-5392

3RD AVE

07/21/2023 100% ISSUE FOR PERMIT

08/16/2023 100% ISSUE FOR BID

SM-02

TRAIL SIGN NOTES:

1. REFER TO SHEET SM-00 FOR CUSTOM SIGN DETAILS AND SPECIFICATIONS.

2. ALL TRAIL SIGNS TO BE FIELD LOCATED BY PROJECT MANAGER FOR FINAL LOCATION.

3. ALL SIGNS SHALL BE LOCATED 2'-0" CLEAR FROM EDGE OF TRAIL TO OUTSIDE EDGE OF SIGN.

4. CONTRACTOR TO SUBMIT FINAL LAYOUT PROOF TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR

T…

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Other files

File	Type	Posted
Addendum 1	—	Aug 17, 2023
Addendum 2	—	Aug 17, 2023
SOV-Excel Format	—	Aug 17, 2023
Additional Docs for Bid Pac	—	Aug 17, 2023
Bid Doc	—	Aug 17, 2023
Schedule of Values	—	Aug 17, 2023

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File details come from the government source that posted it. Updated May 1, 2026.