PTC 25-10 Peachtree Corners Town Center Overlook

June 4, 2026
Mr. Greg Ramsey
Director of Public Works
City of Peachtree Corners
Peachtree Corners, Georgia
RE: Peachtree Corners Overlook and Trail Extension
Peachtree Corners Town Center
Peachtree Corners, Gwinnett County, Georgia
Project No.: PTC 25-10
Dear Mr. Ramsey,
Michael Baker International is pleased to submit the enclosed final plans package for the
Peachtree Corners Overlook and Trail Extension project. This submittal includes the plan set
and the construction cost estimate for the proposed improvements.
We appreciate the opportunity to continue supporting the City of Peachtree Corners with
quality engineering. We look forward to this project becoming a valuable community asset for
years to come. Should you have any questions regarding the enclosed materials or require any
additional information, please do not hesitate to contact us. Thank you again for the
opportunity to serve the City of Peachtree Corners.
Sincerely,
MICHAEL BAKER INTERNATIONAL
Kevin F Dascall, PE, PMP
Project Manager
3930 East Jones Bridge Road, Suite 220 , Peachtree Corners, GA 30092
Office: 770-263-9118 | Fax: 77-0263-9145

(C) 2026 Microsoft Corporation (C) 2026 TomTom (C) 2026 Zenrin
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AC ASPHALTIC CONCRETE MH MANHOLE
ALO APPROXIMATE LOCATION OF MIN. MINIMUM
B/C BOTTOM OF CURB MP MATCH PAVEMENT
BL BREAKLINE MUTCD MANUAL OF UNIFORM 1. HORIZONTAL COORDINATES ARE IN US STANDARD FEET AND REFER TO THE STATE 1. SEWER, WATER, STORM DRAIN AND SLEEVES DEEMED NECESSARY FOR IRRIGATION AND
BORING
DEMOLISH ASPHALT BLDG BUILDING TRAFFIC CONTROL DEVICES PLANE COORDINATE SYSTEM, NAD83 AND VERTICAL ELEVATIONS ARE IN STANDARD ELECTRIC (AT A MINIMUM) MUST BE INSTALLED PRIOR TO THE CONSTRUCTION OF CURB,
B-3-XX
BP BASIN PROTECTION NAS NAVAL AIR STATION FEET AND REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). BASE AND PAVEMENT.
DEMOLISH CONCRETE BMP BEST MANAGEMENT PRACTICES NTS NOT TO SCALE SURVEY PROVIDED BAYT LAS TECHNICAL CONSULTANTS L.,L DCA.TED APRIL 8, 2026.
BW BOTTOM OF WALL OC ON CENTER ADDITIONAL SURVEY PROVIDED DATED 16 SEPTEMBER 2022. 2. SITE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH LIGHTING IRRIGATION
CL CENTERLINE OD OUTSIDE DIAMETER AND ELECTRICAL UTILITY REGARDING REQUIRED CONDUITS.
DEMOLISH GRAVEL PARKING LOT C.B. CATCH BASIN O/H OVERHEAD 2. SURVEY FOR THE SITE WAS PROVIDEDA BTYLA S TECHNICAL CONSULTAN,TS
C.B.S. CONCRETE BLOCK STRUCTURE OWS OIL/WATER SEPARATOR DATED APRIL 27, 2026 3. PIPE LENGTHS SHOWN ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
CN CURVE NUMBER PCC PORTLAND CEMENT CONCRETE
DEMOLISH BUILDING
C.O. CLEANOUT PIV POST INDICATOR VALVE 3. THE SURVEY PROVIDED DOES NOT GUARANTEE THE EXISTENCE OR NONEXISTENCE, 4. WATER AND WASTEWATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT
COMM COMMUNICATIONS PSI POUNDS PER SQUARE INCH SIZE, TYPE, DEPTH, MATERIAL OR LOCATION OF ANY UNDERGROUND UTILITIES. ALL SPECIFICATIONS.
(8.52) DEMOLISH LINEAR OBJECT CONC CONCRETE PSF POUNDS PER SQUARE FOOT UTILITIES SHOWN ARE BASED ON ABOVEGROUND UTILITY STRUCTURES, AVAILABLE
DIA DIAMETER PVC POLYVINYL CHLORIDE UTILITY MAPS AND SITE PLANS. 5. ALL MANHOLES, INLETS AND CLEANOUTS SUBJECT TO VEHICULAR LOADING, INCLUDING
DIAMETER R RADIUS THOSE AREAS REQUIRING FUTURE MAINTENANCE, SHALL HAVE TRAFFIC BEARING RINGS,
CONCRETE SIDEWALK
ECP ENTRY CONTROL POINT RD ROOF DRAIN 4. THE GEOTECHNICAL ENGINEERING REPORTS, PREPAREUDN IBTYE D CONSULTIN,G A.RE COVERS, GRATES, ETC.
EP EDGE OF PAVEMENT RCP REINFORCED CONCRETE PIPE PROVIDED AS A SEPARATE DOCUMENT. THE CONTRACTOR SHALL BE RESPONSIBLE
CONCRETE PAVEMENT EX. EXISTING SAN SANITARY SEWER FOR REMOVAL/DISPOSAL OF ANY UNSUITABLE MATERIAL FROM THEIR OPERATION, 6. ALL STORM SEWER STUB OUTS ARE TO BE CLOSED WITH MASONRY SEAL AT THE STUB END.
FFE FINISHED FLOOR ELEVATION sf SQUARE FEET FURNISHING AND COMPACTING SUITABLE REPLACEMENT BACKFILL MATERIAL IN
F.W. FIRE WELL STD. STANDARD ACCORDANCE WITH PROJECT SPECIFICATIONS. 7. ALL STORM WATER DRAIN PIPE JOINTS WITHIN 5 FEET OF PAVING SHALL BE WRAPPED WITH
LOW IMPACT DEVELOPMENT AREA
GALV. GALVANIZED SWMF STORM WATER MANAGEMENT APPROPRIATE FILTER FABRIC UNLESS OTHERWISE NOTED IN THE CONSTRUCTION
GEN. GENERATOR FACILITY 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS DOCUMENTS.
RIVER ROCK GSE GROUND SUPPORT EQUIPMENT TBM TEMPORARY BENCHMARK AND INSURANCE REQUIRED FOR THE PROJECT.
HB HAYBALES TC TOP OF CURB 8. THE EXISTENCE, SIZE AND/OR LOCATION OF UTILITIES ARE NOT GUARANTEED. THE
HGL HYDRAULIC GRADE LINE TS TRANSFER SWITCH 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM, IN THE FIELD, THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, MATERIAL, AND LOCATION OF ALL UTILITIES
GRAVEL
INV INVERT TW TOP OF WALL EXISTING UTILITY LOCATIONS AND ELEVATIONS SHOWN PRIOR TO THE PRIOR TO CONSTRUCTION.
LOD LIMITS OF DISTURBANCE TYP. TYPICAL COMMENCEMENT OF CONSTRUCTION.
REMOVE TREE LP LOW POINT U/G UNDERGROUND
MAX MAXIMUM UG UNDERGROUND 7. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION WITH ALL OTHER UTILITIES
MECH MECHANICAL EQUIPMENT UGC UNDERGROUND CONSTRUCTION.
REMOVE OBJECT
MG MATCH GRADE COMMUNICATIONS
UGE UNDERGROUND ELECTRIC 8. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE EROSION CONTROLS DURING
WWF WELDED WIRE FABRIC AND FOLLOWING CONSTRUCTION UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED
XFMR TRANSFORMER TO AVOID ADVERSE ENVIRONMENTAL IMPACTS TO OFF-SITE PROPERTY AND DRAINAGE
SYSTEMS.
S
9. THE CONTRACTOR SHALL NOTIFY ALL APPLICABLE UTILITIES COMPANIES 48 HOURS
C PRIOR TO INITIATING ANY EXCAVATION ACTIVITIES, OR AS SPECIFIED BY THE UTILITIES
1. THE CONTRACTOR SHALL COORDINATE ALL NOTIFICATIONS AND UTILITY LOCATION
COMPANIES AND THE PERMITS OBTAINED FOR THE WORK.
EFFORTS WITH THE UTILITY OWNERS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
E 10. CONSTRUCTION WARNING SIGNS ARE TO BE MOUNTED AND ERECTED BEFORE
2. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR SODDED
CONSTRUCTION CAN COMMENCE. THESE AND ALL TRAFFIC CONTROL DEVICES SHALL
IN ACCORDANCE WITH THESE CONSTRUCTION PLANS AND PROJECT SPECIFICATIONS.
FOLLOW THE STANDARDS SET FORTH BY THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD).
3. THE CONTRACTOR IS RESPONSIBLE FOR THE TRENCH SAFETY SYSTEM. THE TRENCH
D 11. THE CONTRACTOR IS RESPONSIBLE FOR CLEARLY IDENTIFYING THE AREA OF SAFETY SYSTEM SHALL BE COMPLIANT WITH EM385-1-1.
CONSTRUCTION AND SAFELY ROUTING ALL VEHICULAR AND PEDESTRIAN TRAFFIC
4. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THE LAYDOWN AREA IS RESTORED TO
AROUND THE CONSTRUCTION AREA. THE CONSTRUCTION AREA SHALL BE CLEARLY
EXISTING OR BETTER CONDITIONS.
FH MARKED AT ALL TIMES.
5. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE INSTALLATION AND
12. THE CONTRACTOR SHALL LOCATE, VERIFY, AND IDENTIFY ALL UTILITY LOCATIONS
MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES DURING CONSTRUCTION.
PRIOR TO EXCAVATION AND TAKE ALL MEASURES NECESSARY TO PROTECT UTILITIES
DURING CONSTRUCTION. CONTRACTOR SHALL SOFT DIG OR HAND DIG IN AREAS WITH
6. THE CONTRACTOR SHALL ADHERE TO ALL NOTES PROVIDED IN THESE CONSTRUCTION
CONGESTED UTILITY CORRIDORS. SHOULD ANY UTILITY LINE OR COMPONENT BECOME
DRAWINGS.
DAMAGED OR REQUIRE RELOCATION THE CONTRACTOR SHALL IMMEDIATELY NOTIFY
SANITARY CLEAN OUT THE RESPONSIBLE UTILITY COMPANY.
CO 7. ALL CONSTRUCTION LINES & GRADES SHALL BE ESTABLISHED AND MAINTAINED BY THE
CONTRACTOR.
13. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES, SURVEY MARKERS,
MONUMENTS, ETC. DURING CONSTRUCTION. THE CONTRACTOR SHALL
8. ALL EXTERIOR VEHICULAR SIGNAGE SHALL USE A MINIMUM OF TYPE III RETROREFLECTIVE
RESTORE/REPLACE ANY DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES.
SHEETING IN ACCORDANCE WITH MUTCD AND ASTM D4956-09 REQUIREMENTS.
B
NORTH ARROW
ATFP SETBACK
OVERHEAD COMPRESSED
AIR LINE
DWG SCALE INDICATOR
UNDERGROUND
COMPRESSED AIR LINE
DRAWING TITLE INDICATOR
ELECTRIC
Scale:
ELECTRICAL DUCTBANK
FENCE - CHAIN LINK
REVISION CLOUD AND NUMBER INDICATTOHER CONTRACTOR SHALL COMPLY WITH ALL CODES REGULATING DEMOLITION WORK. THE
CONTRACTOR SHALL ERECT BARRIERS AND WARNING LIGHTS, AS MAY BE NECESSARY OR REQUIRED
FIRE HOSE LAY TO PROTECT AND PREVENT UNAUTHORIZED PERSONNEL FROM ENTERING THE DEMOLITION WORK
AREA. ALL DEMOLITION OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE FEDERAL
3 OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) AND EM-385-1-1 INSOFAR AS THEY APPLY TO
FIRE LINE
DEMOLITION WORK TO BE PERFORMED UNDER THIS CONTRACT.
C
LIMITS OF DISTURBANCE 1. ALL THE EXISTING FACILITIES TO REMAIN SHALL BE ACCESSIBLE DURING THE ENTIRE
DURATION OF CONSTRUCTION.
SILT FENCE
2. TEMPORARY PROTECTIVE DEVICES, AS REQUIRED SHALL BE INSTALLED ADJACENT TO
THE DEMOLITION WORK FOR PROTECTION OF PERSONNEL, EXISTING ADJACENT
SANITARY SEWER PIPE BUILDINGS, STRUCTURES AND EQUIPMENT AGAINST DUST, FALLING OR FLYING DEBRIS.
ANY DAMAGE TO EXISTING STRUCTURES, FACILITIES AND/OR EQUIPMENT RESULTING
FROM DEMOLITION WORK SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE
STORM SEWER PIPE
GOVERNMENT.
CONDENSATE LINE 3. ALL DEBRIS, STUMPS AND MATERIALS GENERATED BY PROJECT DEMOLITION SHALL BE
HAULED AWAY AND DISPOSED OF BY THE CONTRACTOR. THE CONTRACTOR SHALL MAKE
HIS OWN ARRANGEMENTS FOR OBTAINING DISPOSAL AREAS. THE CONTRACTOR SHALL
STEAM CONDENSATE LINE
TAKE EVERY PRECAUTION TO PREVENT SPILLAGE OF MATERIALS BEING HAULED IN
PUBLIC STREETS. IT SHALL BE THE CONTRACTOR RESPONSIBILITY TO IMMEDIATELY
UNDERGROUND COMMUNICATION CLEAN UP ANY SPILLAGE WHICH MAY ACCIDENTALLY OCCUR.
5. THE CONTRACTO RSHALL MAINTAIN AN ORDER OF NEATNESS AND GOOD HOUSEKEEPING.
WATER LINE
TOOLS ,SCAFFOLDING AND OTHER DEMOLITION EQUIPMEN TSHALL AT ALL TIMES BE KEPT IN
A NEAT AND ORDERLY ARRANGEMENT . AT THE CONCLUSION OF THE DEMOLITION
UNKNOWN WATER LINE OPERATIONS T,HE ENTIRE WORK AREA SHALL BE LEFT IN A CLEAN CONDITION AS REQUIRED
FOR SUBSEQUENT NEW WORK.
FORCE MAIN
6. CONTRACTO RTO SCHEDULE CLEARING AND GRADING WORK FOR CLEAR ZONES AND
UTILITY TRENCHING SUCH THAT THERE IS NOT MORE THAN 5 DAYS BETWEEN GROUND
DISTURBANC EAND SEEDING . IF THIS CRITERIA IS NOT MET, THE CONTRACTO RSHALL
PROVIDE SILT FENCING AT THE LIMITS OF DISTURBANCE.

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WATER LINE
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UNDERGROUND COMMUNICATION
WATER LINE
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UNDERGROUND COMMUNICATION
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GENERAL SHEET NOTES
SHEET CS-102 SHEET CS-103
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990'
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