DADE PVT Drawings.pdf

PDF 40 MB Posted Mar 18, 2026

Attached to: FY26-641-002
Solicitation number: PE-55943-NONST-2026-000000007
Issued by: Dade County, Georgia

About this file

Written by GovTribe AI · May 1, 2026

This is a project drawings document for paving projects at three Dade County Schools facilities in Trenton, Georgia: Dade High School, Dade Middle School, and Dade Elementary School. The project (Project Number 26-005, issued March 6, 2026, with Revision 1 dated March 9, 2026) encompasses asphalt overlay pavement installation, mill-and-replace pavement work, and full-depth pavement repairs across multiple parking areas and access roads at the three school campuses. The work includes four primary pavement treatment types: (A1) 2.0-inch 9mm Superpave asphalt overlays; (A2) 1.0-inch Permaflex plus 1.5-inch 9mm Superpave composite overlays; (M2) mill-and-remove 2.5 inches of existing pavement with 2.5-inch 9.5mm Superpave replacement; and (PR1) full-depth repairs with minimum 3-foot by 3-foot sections. The project also includes site work such as concrete sidewalks, curb and gutter installation, traffic control, storm drainage improvements, landscaping and sod installation, and utility coordination. All work must comply with Georgia Department of Transportation (GDOT) standards and specifications, including anti-stripping agents in asphalt mixes, proper pavement joint sealing, and ADA-compliant parking space markings and curb ramps.

The drawings specify comprehensive construction requirements including field verification of existing conditions prior to bidding, coordination with the Geotechnical Engineer for base material and subgrade assessment, utility location and protection through the Utilities Protection Center, and strict traffic control protocols maintaining continuous access to school facilities during construction. The contractor is responsible for all demolition, removal, protection of existing improvements, erosion control, stormwater compliance with Georgia NPDES permit requirements, and establishment of permanent grass on all disturbed areas prior to final project release. Critical slope and grading standards require laser-guided equipment for areas with slopes less than 1.0 percent, with zero tolerance for ponding or depressed areas. All materials, including concrete, asphalt, and fill, require submission for approval and testing documentation per GDOT specifications. The project requires coordination with the owner's authorized representative regarding daily construction activities, scheduling, and any impact on school operations, with restrictions on contractor parking in public rights-of-way and prohibitions on interference with normal school activities.

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Trenton

Dade Middle School Dade

Elem Sch

Dade High School

[TR] DO NOT DAMAGE.

MAINTAIN ACCESS AT

ALL TIMES [TC].

[TR]

[TC]

[T C]

[TC]

DO NOT DAMAGE.

MAINTAIN ACCESS AT

ALL TIMES [TC].

[TR]

[TC]

DADE COUNTY

HIGH SCHOOL

(A1) ASPHALT OVERLAY PAVEMENT:

INSTALL 2.0" 9mm SUPERPAVE ASPHALT OVERLAY.

ASPH. MIX TO INCLUDE GDOT ANTI STRIPPING AGENTS. PROVIDE ALL

PREPARATIONS, CLEANING, TACK COAT, AND REPAIRS PER SPECIFICATIONS.

MILLING, CRACK REPAIR REQUIRED PER SPECS. VERIFY ALL PREP AND

REPAIRS WITH OWNER'S REP. PTC. SUBMIT FOR APPROVAL PTC.

(A2) ASPHALT OVERLAY PERMAFLEX PAVEMENT:

CLEAN AND PREPARE SURFACE PER GDOT AND PROJECT SPECIFICATIONS.

PROVIDE TACK COAT PER GDOT SPECS. INSTALL 1.0" PERMAFLEX PAVEMENT PER

MANUFACTURER, GDOT, AND PROJECT SPECS. SPECIFICATIONS. INSTALL 1.5"

9mm GDOT SUPERPAVE ASPHALT OVERLAY FOR FINISH COURSE. ASPH. MIX TO

INCLUDE GDOT ANTI STRIPPING AGENTS. PROVIDE ALL PREPARATIONS,

CLEANING, AND REPAIRS PER SPECIFICATIONS. MILLING, CRACK REPAIR

REQUIRED PER SPECS. VERIFY ALL PREP AND REPAIRS WITH OWNER'S REP.

PTC. SUBMIT FOR APPROVAL PTC.

(M2) PAVEMENT:

VERIFY EXISTING UTILITIES AND PAVEMENT DEPTHS PTC TO AVOID CONFLICTS.

MILL AND REMOVE 2.5” OF EXISTING ASPHALT/CONCRETE AND HAUL OFF SITE.

VERIFY EXISTING BASE MATERIAL AND SUBGRADE PER GEOTECHNICAL

ENGINEER (GEOTECH) TO MEET SPECIFICATIONS.

TRIM EXCESS MATERIAL AND HAUL OFF SITE.

REPAIR ALL DEFECTS IN BASE OR SUBGRADE TO MEET SPECIFICATIONS PER

GEOTECH. PREPARE AREA TO BE PAVED FOR OVERLAY PER SPECIFICATIONS

AND GDOT STANDARDS.

INSTALL 2.5" 9.5mm SUPERPAVE PERMAFLEX ASPHALTIC CONCRETE WITH

GDOT ANTI-STRIPPING AGENT PER GDOT CURRENT SPECIFICATIONS.

ANY EXISTING IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO: CLEANOUTS,

UTILITY COVERS, MANHOLE OPENINGS, STORM INLETS, OR OTHER

IMPROVEMENTS MUST BE PROTECTED [TR]. ALL NEW PAVEMENT MUST MATCH

EXISTING IMPROVEMENT(S) ELEVATION(S) UNLESS SPECIFICALLY NOTED

OTHERWISE. ANY DAMAGED IMPROVEMENTS SHALL BE REPLACED BY

CONTRACTOR TO MEET H20 LOAD RATING.

(PR1) FULL DEPTH REPAIR:

REMOVE EXISTING PAVEMENT FOR ENTIRE SUBSTANDARD SECTION. MINIMUM

REPAIR 3' x 3', OR LARGER AS SHOWN. VERIFY EXTENTS IN FIELD WITH

OWNER'S REP PTC. SAWCUT ALL EDGES. VERIFY DEPTH OF BASE MATERIAL

AND SUITABILITY PER GEOTECH. REMOVE, REPLACE, AND ADD COMPACTED

BASE MATERIAL AS REQUIRED TO MEET STANDARD DETAILS AND

SPECIFICATIONS. APPROVAL OF GEOTECH REQUIRED. INSTALL (AP2)

PAVEMENT IN EXISTING ASPHALT AREA(S), INSTALL (M2) PAVEMENT IN (RD1)

AREAS. ALL (PR1) AREAS SHALL MATCH ADJACENT PAVEMENT EXISTING OR

PROPOSED FINISH ELEVATIONS. COMPLY WITH SPECIFICATIONS.

PAVING NOTES:

1. REFER TO SPECIFICATIONS FOR FURTHER DETAILS AND REQUIREMENTS. ALL

ASPHALT MIXES SHALL INCLUDE GDOT ANTI STRIPPING AGENT(S) AND MUST BE

SUBMITTED FOR APPROVAL. RAP PERCENTAGE MUST COMPLY WITH GDOT

SPECS (OR LESS) AND MUST BE CERTIFIED AND DOCUMENTED AT THE BATCH

PLANT AND ONSITE.

2. ALL CONNECTIONS TO EXISTING ASPHALT OR PAVEMENT(S) SHALL BE

SAWCUT. ALL CONNECTIONS TO EXISTING PAVEMENT(S) SHALL MATCH

EXISTING PAVEMENT(S) FINISH ELEVATION.

3. ALL NEW PAVEMENT CONSTRUCTION, RECLAMATION, REPAIR OR OVERLAY

FINISH ELEVATION SHALL MATCH EXISTING FINISH ELEVATION FOR ALL

STRUCTURES, INCLUDING BUT NOT LIMITED TO: EXISTING PAVEMENT OR

SURFACE TO REMAIN, RAMPS OR OTHER FLUSH TRANSITIONS, GUTTER,

MANHOLES, STORM INLETS, FRAMES, UTILITY BOXES, CLEANOUTS, OR OTHER

STRUCTURES.

4. ALL SOFT OR UNSUITABLE AREAS OF BASE MATERIAL OR SUBGRADE AS

DETERMINED BY GEOTECHNICAL ENGINEER MUST BE REPAIRED TO MEET

GEOTECHNICAL ENGINEER STANDARDS PRIOR TO PROCEEDING WITH THE

WORK.

5. CONTRACTOR SHALL REVIEW AND VERIFY IN THE FIELD PRIOR TO BIDDING

THE EXTENT(S), LIMITS, AND CONDITIONS FOR EACH AREA SHOWN ON THE

PLANS FOR EACH SCOPE OF WORK. DO NOT SCALE FROM PLANS.

CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF AREA(S),

AMOUNTS, AND LOGISTICS FOR EACH SCOPE OF WORK PRIOR TO BIDDING.

6. ALL EXISTING WHEELSTOPS, SIGNAGE, STRIPING OR OTHER PAVEMENT

MARKING SHALL BE RESTORED TO MATCH EXISITNG PER GADOT AND PROJECT

SPECIFICATIONS. CONTRACTOR TO DOCUMENT EXISTING STRIPING PRIOR TO

CONSTRUCTION (PTC). SUBMIT STRIPING / MARKING PLAN FOR APPROVAL.

7. ALL AREAS TO RECEIVE PAVEMENT SHALL BE THOROUGHLY CLEANED AND

PREPPED PER GADOT STANDARDS AND SPECIFICATIONS PRIOR TO PAVEMENT

INSTALLATION. ALL JOINTS AND CRACKS SHALL BE SEALED PER CURRENT

GDOT SECTION 407 SPECIFICATIONS, PROECT SPECIFICATIONS, AND AS NOTED

ABOVE PRIOR TO ASPHALT INSTALLATION.

8. CONTRACTOR SHALL REMOVE ALL FOREIGN OBJECTS OR UNSUITABLE

MATERIALS IN THE SCOPE OF WORK AREA(S) FOR FULL PAVEMENT SECTION

DEPTH, INCLUDING BUT NOT LIMITED TO: GATE POST STUBS, EXPOSED

CONDUITS, DEAD METER VALVES, OUT OF SERVICE UTILITY BOXES, DEAD LINES

OR CLEANOUTS, OR ANY OTHER OBJECTS WHICH ARE NOT IN USE OR NOT

PART OF THE STANDARD PAVEMENT SECTION. VERIFY ALL SUCH ITEMS WITH

OWNER'S REP PTC. ALL DEPRESSED AREAS MUST BE BROUGHT BACK TO

ADJACENT FINISH GRADE(S) WITH DEFECTIVE PAVEMENT REMOVED, AND

STANDARD PAVEMENT SECTION INSTALLED. MAINTAIN MINIMUM 1.0% (1 FT. / 100

FT.) POSITIVE SLOPE FOR DRAINAGE.

NO PONDING ALLOWED.

9. ALL PAVED OR OTHER AREAS DAMAGED OR DEGRADED BY CONTRACTOR

SHALL BE RESTORED TO EXISTING CONDITIONS OR PROJECT STANDARDS

WHICHEVER IS GREATER.

9. PHASE FDR SECTIONS SO THAT NO MORE THAN 0.25 ACRES IS DISTURBED

855 ABUTMENT ROAD

SUITE FOUR

DALTON, GA 30721

TEL. 706.529.5895

PROJECT NUMBER

DATE

REVISIONS

NO. DATE

SHEET INDEX

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26-005

03/06/26

REV 1 03/09/26

-1

T R

G A

AutoCAD SHX Text L O C A T I O N M A P

AutoCAD SHX Text PB-PLAT BOOK PG-PAGE PL-PROPERTY LINE POB-POINT OF BEGINNING PP-POWER POLE PS-PARKING SPACE PTC-PRIOR TO CONSTRUCTION R-RADIUS RCP-REINFORCED CONC. PIPE RR-RAILROAD R/W-RIGHT OF WAY SD-STORM DRAIN SF-SQUARE FEET SS-SANITARY SEWER SSE-SAN. SEWER EASEMENT SSMH-SAN. SEWER MANHOLE SW-CONCRETE SIDEWALK TB-THRUST BLOCK TBR-TO BE REMOVED TC-TOP OF CURB TELE-TELEPHONE TR-TO REMAIN TW-TOP OF WALL W-WATER WV-WATER VALVE

AutoCAD SHX Text AC-ACRES BC-BACK OF CURB BL-BUILDING SETBACK CB-CATCH BASIN CG-CURB & GUTTER CH-CHORD CL-CENTERLINE CMP-CORR. METAL PIPE DB-DEED BOOK DE-DRAINAGE EASEMENT DI-DROP INLET EP-EDGE PAVEMENT EX-EXISTING FH-FIRE HYDRANT G-GAS LINE HW-HEADWALL IPP-IRON PIN PLACED IPF-IRON PIN FOUND JB-JUNCTION BOX L-ARC LENGTH LOC-LIMIT OF CLEARING LP-LIGHT/LAMP POST MH-MANHOLE N/F-NOW OR FORMERLY OHP-OVERHEAD POWER

AutoCAD SHX Text

PROPOSED SPOT ELEVATION

AutoCAD SHX Text

EXISTING SPOT ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text 1030.93

AutoCAD SHX Text 33.00

AutoCAD SHX Text

EXISTING

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PROPOSED

AutoCAD SHX Text L E G E N D

AutoCAD SHX Text Wolverine

AutoCAD SHX Text Dr

AutoCAD SHX Text Lafayette St

AutoCAD SHX Text White Oak Gap

AutoCAD SHX Text Rd

AutoCAD SHX Text S

AutoCAD SHX Text Main

AutoCAD SHX Text St

AutoCAD SHX Text Pace Dr

AutoCAD SHX Text Ln

AutoCAD SHX Text Tradition

AutoCAD SHX Text Sunset

AutoCAD SHX Text Dr

AutoCAD SHX Text Oak Av

AutoCAD SHX Text Sells Ln

AutoCAD SHX Text

DEMOLITION NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR ALL LOCATION,

VERIFICATION, PROTECTION, MAINTENANCE, RELOCATION,

REMOVAL OR RENOVATION OF ALL EXISTING UTILITIES,

SITE IMPROVEMENTS, STRUCTURES, OBJECTS, OR

CONSTRUCTION ELEMENTS REQUIRED TO COMPLETE THE

WORK SHOWN ON THE PLANS, NOTES, SPECIFICATIONS,

AND CONTRACT DOCUMENTS, WHETHER SHOWN ON THE

PLANS OR NOT. ITEMS SHOWN AS [DE], [TR], [TBR], OR

OTHERWISE [ ] DESIGNATED ARE SHOWN FOR GENERAL

REFERENCE ONLY, AND ARE NOT ALL INCLUSIVE. THE

CONTRACTOR IS RESPONSIBLE FOR ALL ITEMS TO BE

REMOVED [TBR], ALL ITEMS TO REMAIN [TR], AND ALL ITEMS

REQUIRING DEMOLITION [DE], RELOCATION, ALTERATION,

AND PROTECTION WHETHER DESIGNATED ON THE PLANS

OR NOT. THE CONTRACTOR SHALL VISIT THE SITE AND

BECOME FAMILIAR WITH ALL EXISTING IMPROVEMENTS AND

SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION.

2. CONTRACTOR SHALL COORDINATE AND VERIFY ALL

DEMOLITION, REMOVAL, AND ASSOCIATED WORK WITH THE

OWNER OR OWNER'S REPRESENTATIVE PRIOR TO

CONSTRUCTION.

3. REFER TO ARCHITECTURAL DRAWINGS AND

SPECIFICATIONS FOR EXISTING AND PROPOSED BUILDING

DEMOLITION, REMOVAL, AND RENOVATION.

4. CONTRACTOR SHALL:

CONTACT UPC (UTILITIES PROTECTION CENTER) FOR

LOCATION OF ALL EXISTING UTILITIES PRIOR TO

CONSTRUCTION. UTILITIES ARE SHOWN ACCORDING TO

INFORMATION AVAILABLE AND MAY NOT BE ACCURATE.

UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON PLANS.

OBTAIN APPROVAL FROM ALL LOCAL UTILITY AUTHORITIES

AND LOCATE, VERIFY, AND COORDINATE ALL REQUIRED

CONSTRUCTION FOR ALL UTILITIES WITHIN THE WORK

AREA. MAINTAIN UTILITY SERVICE(S) AT ALL TIMES,

COORDINATE CONSTRUCTION SEQUENCE ACCORDINGLY.

PROVIDE OWNER/ENGINEER COMPLETE RESULTS OF ALL

UTILITY LOCATION(S) PRIOR TO CONSTRUCTION.

5. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL

IMPROVEMENTS, INCLUDING LANDSCAPING, NOT

REQUIRING REMOVAL. DAMAGED IMPROVEMENTS SHALL BE

RESTORED AT CONTRACTOR'S EXPENSE.

6. CONTRACTOR SHALL HAVE PROPERTY CORNERS,

RIGHT-OF-WAY, AND BOUNDARY MARKED AND LOCATED.

DO NOT ENCROACH ON ADJACENT PROPERTIES.

7. CONTRACTOR SHALL COORDINATE ALL DEMOLITION

ADJACENT TO STRUCTURES OR FOUNDATION ELEMENTS

WITH THE ARCHITECT AND STRUCTURAL ENGINEER TO

ENSURE THAT NO DAMAGE OR DEGRADATION WILL OCCUR.

8. CONTRACTOR SHALL BLEND NEW CONSTRUCTION INTO

EXISTING IMPROVEMENTS. ALL JUNCTIONS, COMMON

POINTS, JOINTS, ETC. SHALL BE BLENDED FOR A SMOOTH

TRANSITION. ALL DAMAGED IMPROVEMENTS SHALL BE

RESTORED BY THE CONTRACTOR TO ORIGINAL CONDITION

AT NO EXPENSE TO OWNER.

9. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE

PUBLIC AND ALL OTHER PERSONS ONSITE AT ALL TIMES.

CONTRACTOR SHALL CONFORM TO ALL FEDERAL, STATE,

AND LOCAL SAFETY REQUIREMENTS AND REGULATIONS.

CONSTRUCTION LEGEND:

[AT] STRUCTURE TOP ADJUSTMENT:

RAISE, LOWER, MOVE, ALTER, ADD OR ADJUST

EXISTING MANHOLE OR OTHER STRUCTURE TOP,

BOX, RING AND COVER AS REQUIRED FOR PROPOSED

CONSTRUCTION. REFERENCED STANDARDS, DETAILS,

AND SPECIFICATIONS APPLY AS MINIMUM

REQUIREMENTS. STRUCTURE TOPS SHALL BE EVEN

WITH FINISHED PAVEMENT IN PAVED AREAS AND

RATED FOR TRAFFIC IN TRAFFIC AREAS. STRUCTURE

TOPS SHALL BE 6 INCHES ABOVE FINISHED GRADE IN

UNPAVED AREAS.

[CA] CONTROLLED ACCESS:

PROVIDE CONTROLLED ACCESS TO PROJECT SITE

USING GATES, TRAFFIC CONTROL [TC], AND

PERSONNEL TO MONITOR ACCESS AND PROHIBIT

UNAUTHORIZED ENTRY TO THE SITE. PROVIDE ALL

WARNING, INSTRUCTIONAL, AND DIRECTIONAL

SIGNAGE TO INFORM PUBLIC AND MAINTAIN SAFE

CONTROLLED ACCESS AT ALL TIMES. ALL GATES

SHALL BE LOCKED AT ALL TIMES EXCEPT FOR

AUTHORIZED ENTRY. PROVIDE TEMPORARY FENCING

TO PROHIBIT AND CONTROL ACCESS. COORDINATE

WITH OWNER AND MAINTAIN SAFE ACCESS FOR

NORMAL OPERATION AND FUNCTION. CONTROLLED

ACCESS POINTS SHALL BE MAINTAINED

THROUGHOUT CONSTRUCTION UNTIL FINAL RELEASE

BY OWNER.

[CS] CRITICAL SLOPE:

SLOPE SHOWN IS LESS THAN 1 FOOT PER 100 FEET

(1.0%). CONTRACTOR SHALL USE LASER GUIDED

EQUIPMENT AND PROVIDE ALL NECESSARY

MEASURES TO ENSURE FINAL GRADE IS ESTABLISHED

AS DESIGNED. CONSTRUCTION TOLERANCE IS NOT

ALLOWED FOR CRITICAL SLOPES OR GRADES. NO

PONDING OR DEPRESSED AREAS ALLOWED.

[CT] CURB TAPER:

CONTRACTOR SHALL: TAPER CURB HEIGHT FROM

STANDARD HEIGHT TO 0" HEIGHT FOR LENGTH

SHOWN ON PLANS. END OF TAPER SHALL BLEND

SMOOTH INTO PROPOSED FINISH GRADES SO THAT 0"

(ZERO INCHES) CURB HEIGHT WILL MATCH ADJACENT

PAVEMENT, IMPROVEMENTS, AND/OR FINISH GRADES.

PROVIDE EXPANSION JOINT AT INTERFACE. ALL

SIDEWALKS ADJACENT TO CURB TAPERS (CT) SHALL

BE TAPERED TO MATCH CURB TAPER(S).

[FJ] FLUSH JOINT:

CONTRACTOR SHALL: PROVIDE FLUSH JOINT ALONG

DESIGNATED LENGTH. ELEVATIONS SHALL MATCH

EQUALLY ALONG ENTIRE LENGTH FROM ONE

SURFACE TO ADJACENT SURFACES. PROVIDE

EXPANSION JOINT ALONG ENTIRE LENGTH OF

PAVEMENT OR CURB EDGES. CROSS SLOPE SHALL BE

LEVEL ACROSS GUTTER WIDTH. FLUSH JOINT SHALL

BE INSTALLED TO PROVIDE SMOOTH, LEVEL CROSS

SLOPE, AND EVEN TRANSITION FROM ONE SURFACE

TO ANOTHER ALONG ENTIRE LENGTH. BUMPS, DIPS,

RAISED OR LOWERED EDGES, OR OTHER ELEVATION

DIFFERENCES WILL NOT BE ALLOWED.

CONSTRUCTION LEGEND:

[ME] MATCH EXISTING:

MATCH EXISTING FINISH GRADE. VERIFY IN FIELD PRIOR

TO CONSTRUCTION (PTC).

VERIFY POSITIVE SLOPE TO PROVIDE FLOW AS

INDICATED.

[RA] CURB RAMP:

PROVIDE CURB RAMP CONFORMING TO CURRENT

GEORGIA ADA CODE. VERIFY ALL REQUIREMENTS,

DIMENSIONS, SLOPES, AND CONSTRUCTION PTC.

PROVIDE 5' CURB TAPER [CT] AT EACH SIDE OF

ADJOINING CURBS.

[SW] SIDEWALK, RAMP OR STEPS:

CONCRETE SIDEWALK WITH FINISH PER ARCHITECT.

SIDEWALK WIDTHS AND DIMENSIONS AT DOORS OR

ENTRANCE/EXITS SHALL BE PER ARCHITECTURAL

PLANS, MINIMUM WIDTH IS DOOR WIDTH PLUS 1.0 FEET

EACH SIDE. PROVIDE POSITIVE SLOPE AWAY FROM

DOOR THRESHOLDS OF 1/8 INCH PER FOOT (1.0%)

MINIMUM. SIDEWALK SLOPES GREATER THAN 1:20 (0.05

FT./FT.) WILL BE CONSIDERED RAMPS. MAXIMUM SLOPE

FOR SIDEWALKS IS 1:12 (0.083 FT./FT.). MAXIMUM

SIDEWALK CROSS SLOPE IS 1/4 INCH PER FOOT.

SIDEWALKS SHALL BE INSTALLED WITH MINIMUM 6X6 10

GAUGE WWF REINFORCEMENT, 1.5 INCHES FROM

BOTTOM. HANDRAILING SHALL BE INSTALLED ON BOTH

SIDES OF SIDEWALK RAMPS PER ADA CODE.

CONTRACTOR SHALL INSTALL STEPS AND RAILING PER

LOCAL CODE(S) AND CONSTRUCTION DETAILS.

CONSULT WITH ARCHITECT REGARDING SIDEWALK AND

RAILING DETAILS PRIOR TO CONSTRUCTION. MINIMUM

RAILING DETAIL REQUIREMENT(S) SHALL COMPLY WITH

GEORGIA D.O.T. 9031R OR AS SHOWN ON PLANS AND

SPECIFICATIONS. CANOPIES SHALL BE INSTALLED PER

ARCHITECTURAL PLANS AND SPECIFICATIONS.

COORDINATE AND VERIFY ALL SIDEWALK LAYOUT,

WIDTH, LOCATION AND FINISH WITH ARCHITECT PRIOR

TO CONSTRUCTION.

[TC] TRAFFIC CONTROL:

CONTRACTOR SHALL: PROVIDE 24 HOUR TRAFFIC

CONTROL FOR ALL PUBLIC RIGHT-OF-WAY, ROADWAYS,

PRIVATE DRIVES, [CA] CONTROLLED ACCESS AREAS,

AND ALL AREAS REQUIRING ACCESS. PROVIDE TRAFFIC

PLATES OR OTHER APPROVED METHODS FOR ALL

AREAS REQUIRING TEMPORARY ACCESS WHICH MAY BE

OBSTRUCTED DUE TO REQUIRED UTILITY TRENCH CUTS

OR OTHER OBSTRUCTIONS. TRAFFIC CONTROL SHALL

CONFORM TO GEORGIA D.O.T STANDARDS AND

SPECIFICATIONS, THE MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD), AND LOCAL AUTHORITY

STANDARDS AND SPECIFICATIONS. TRAFFIC CONTROL

SHALL INCLUDE, BUT NOT BE LIMITED TO: WARNING

SIGNS AND DEVICES, LIGHTED DEVICES/SIGNALS FOR

NIGHT CONDITIONS, BARRICADES, QUALIFIED FLAGMEN,

AND ALL OTHER MEASURES TO INSURE THE SAFETY OF

PEDESTRIAN AND VEHICULAR TRAFFIC AND WORKMEN,

AND TO PROTECT THE WORK. MAINTAIN ALL TRAFFIC

CONTROL MEASURES IN GOOD REPAIR, CLEAN AND

VISIBLE FOR DAY AND NIGHT OPERATION. ALL LANE

CLOSURES SHALL BE COORDINATED WITH AND

APPROVED BY THE LOCAL AUTHORITY PRIOR TO

CONSTRUCTION.

[TF] TEMPORARY FENCE:

INSTALL TEMPORARY FENCE PER PROJECT SPECIFICATIONS.

TEMPORARY FENCE [TF] SHOWN ON PLANS IS IN ADDITION TO

TEMPORARY FENCE REQUIRED BY THE SPECIFICATIONS.

MINIMUM HEIGHT IS SIX FEET (6'). TEMPORARY FENCE MUST

BE INSTALLED VERTICAL (PLUMB), RIGID AND STABLE, AND

WITHOUT GAPS TO PROHIBIT UNAUTHORIZED ENTRY OR

REMOVAL. IN PAVED AREAS TO REMAIN [TR] WHERE [TF] IS

REQUIRED PORTABLE FENCING MAY BE USED. PORTABLE

FENCING MUST BE HEAVY DUTY GRADE COMPLYING WITH

PROJECT SPECIFICATIONS AT A MINIMUM, SECTIONS SHALL BE

CONNECTED AND ATTACHED SECURELY, VERTICAL (PLUMB),

STABLE AND RIGID TO PROHIBIT UNAUTHORIZED ENTRY OR

REMOVAL. PROVIDE WEIGHTED BOTTOM RAIL OR OTHER

MEANS TO PREVENT HORIZONTAL DISPLACEMENT OR

MOVEMENT. GATES OR ACCESS POINTS MUST BE MONITORED,

SECURED, AND LOCKED [CA]. DO NOT ALLOW ANY

UNAUTHORIZED ACCESS AT ANY TIME. WHERE DRIVEN POSTS

ARE USED IN AREAS TO REMAIN [TR], PAVEMENTS MUST BE

CUT AND PATCHED FOR FULL DEPTH AND ALL IMPROVEMENTS

MUST BE RESTORED TO MATCH INDUSTRY STANDARD OR

EXISTING CONDITION, WHICHEVER IS GREATER. TEMPORARY

FENCE SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION

UNTIL FINAL RELEASE BY OWNER/ARCHITECT.

INSPECT, REPAIR AND MAINTAIN TEMPORARY AND PORTABLE

FENCING DAILY TO PROHIBIT UNAUTHORIZED ENTRY. SUBMIT

ALL MANUFACTURER DETAILS AND SPECIFICATIONS FOR [TF]

TEMPORARY FENCE AND PORTABLE FENCE APPROVAL PRIOR

TO CONSTRUCTION (PTC).

[VC] VERIFY & COORDINATE:

VERIFY ALL EXISTING IMPROVEMENTS. PROTECT BY ALL

MEANS NECESSARY ALL EXISTING IMPROVEMENTS TO

REMAIN. COORDINATE RELOCATION, REMOVAL,

STORAGE, OR DEMOLITION WITH OWNER OR OWNER'S

REPRESENTATIVE PRIOR TO CONSTRUCTION.

LANDSCAPING NOTES:

1. CONTRACTOR SHALL PROVIDE PROFESSIONAL

LANDSCAPE CONTRACTOR EXPERIENCED IN

LANDSCAPING, GRASS, SOD, AND LAWN

INSTALLATION. LANDSCAPER MUST BE

APPROVED BY OWNER AND ENGINEER. SEE

SPECIFICATIONS.

2. ALL DISTURBED AREAS SHALL RECEIVE GRASS

SOD PER SPECIFICATIONS. VERIFY SOD TYPE

AND SPECIES WITH OWNER PRIOR TO

CONSTRUCTION. ALL SOD SHALL HAVE MINIMUM

1.0 INCH SOIL / ROOT ZONE CERTIFIED BY

SUPPLIER. REMOVE ALL BACKING OR NETTING

FROM SOD PRIOR TO INSTALLATION. PROVIDE

DOCUMENTATION TO OWNER. SOD SHALL BE

ANCHORED ON SLOPES GREATER THAN 6H:1V.

ALL SLOPES SHALL HAVE MATTING AND

BLANKETS (Mb) AND ANCHORED MULCH, AND

PERMANENT GRASS ESTABLISHED IMMEDIATELY

AFTER SLOPE IS CREATED. MATTING AND

BLANKETS SHALL BE TEMPORARY TYPE MADE

FROM ORGANIC MATERIAL.

3. ALL SLOPES SHALL BE TEMPORARILY

STABILIZED WITH MULCH AND TEMPORARY

SEEDING AS REQUIRED UNTIL FINAL

STABILIZATION. CONTRACTOR SHALL ESTABLISH

PERMANENT GRASS ON SLOPES AS SOON AS

GRADE IS ESTABLISHED.

4. CONTRACTOR IS SOLELY RESPONSIBLE FOR

PLANTING DATES FOR GRASS SPECIES

SPECIFIED. CONTRACTOR SHALL SCHEDULE

CONSTRUCTION, GRADING, AND GRASSING TO

ACHIEVE AND ESTABLISH PERMANENT GRASS A

MINIMUM OF 60 DAYS PRIOR TO FINAL RELEASE.

CONTRACTOR IS RESPONSIBLE FOR

MAINTENANCE OF ALL GRASS/SOD PER

SPECIFICATIONS.

5. ALL TEMPORARY GRASS OR GRASS MIXTURES

USED FOR TEMPORARY STABILIZATION SHALL BE

FULLY AND COMPLETELY TILLED UNDER AND

REMOVED PRIOR TO INSTALLATION OF

PERMANENT GRASS. CONTRACTOR IS

RESPONSIBLE FOR COMPLETE PREPARATION

AND SOIL AMENDMENTS ON ALL SUCH AREAS

PER SPECIFICATIONS.

6. GRASSED AREAS WHICH DO NOT GROW OR

MEET SPECIFICATIONS SHALL BE REMOVED

IMMEDIATELY AND RE-INSTALLED.

7. ALL AREAS NOT RECEIVING PREPARATION,

SOIL AMENDMENTS, TOPSOIL, FERTILIZER, AND

OTHER MEASURES PER SPECIFICATIONS AND

REQUIRED SOILS TEST(S) WILL BE REJECTED.

8. MAINTENANCE OF ALL GRASS AND

LANDSCAPED AREAS WILL INCLUDE TRIMMING,

WEEDING AND WEED REMOVAL. CONTRACTOR

SHALL APPLY WEED CONTROL AND FERTILIZER

AS RECOMMENDED BY SOILS TEST(S) OR

REFERENCED STANDARDS THROUGHOUT

CONSTRUCTION AND MAINTENANCE PERIOD.

9. CONTRACTOR SHALL PROVIDE MAINTENANCE,

MOWING, WATERING, WEEDING, AND

PROTECTION OF ALL GRASS, SOD, AND

LANDSCAPED AREAS THROUGHOUT

CONSTRUCTION AND PER SPECIFICATIONS UNTIL

FINAL RELEASE BY OWNER.

GRADING NOTES:

1. SEE GENERAL CONSTRUCTION NOTES FOR FURTHER INFORMATION

RELATING TO SITE DEVELOPMENT AND GRADING IMPROVEMENTS.

2. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE

CURRENT STANDARDS AND SPECIFICATIONS OF THE LOCAL

AUTHORITIES HAVING JURISDICTION (LAHJ). ALL EROSION CONTROL

MEASURES SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBANCE.

SEE EROSION CONTROL PLAN FOR DETAILS.

3. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD HAZARD PER FEMA

F.I.R.M. MAP 13057C0261 D, DATED 09-29-2006.

4. ALL UTILITIES SHOWN ON THE PLANS ARE SHOWN ACCORDING TO

THE INFORMATION AVAILABLE, AND MAY NOT BE ACCURATE

HORIZONTALLY OR VERTICALLY. GAS LINES SHALL BE LOCATED AND

VERIFIED WITH GAS AUTHORITY PRIOR TO CONSTRUCTION. UTILITIES

MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR

IS RESPONSIBLE FOR THE LOCATION, ORIGIN, VERIFICATION,

PROTECTION, AND MAINTENANCE OF ALL UTILITIES AND UTILITY

EASEMENTS WHICH EXIST ONSITE. CONTRACTOR SHALL HAVE ALL

UTILITIES FIELD LOCATED BY THE APPROPRIATE AUTHORITY AND

COORDINATE ALL EXISTING OR PROPOSED UTILITY CONSTRUCTION,

RELOCATION, TAPS OR OTHER ASSOCIATED WORK WITH THE

APPROPRIATE UTILITY AUTHORITY. RESOLVE ALL CONFLICTS OR

PROBLEMS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL

COORDINATE ALL UNDERGROUND UTILITIES FOR PROPOSED

CONSTRUCTION WITH OWNER AND UTILITY AUTHORITY, INCLUDING BUT

NOT LIMITED TO: GAS LINES, POWER LINES, CABLE TV OR TELEPHONE,

IT LINES, IRRIGATION LINES, AND OTHER ASSOCIATED UTILITIES

WHETHER SHOWN ON THE PLANS OR NOT. RESOLVE ALL CONFLICTS OR

PROBLEMS PRIOR TO CONSTRUCTION.

5. ALL CUT AND FILL GRADING OPERATIONS SHALL BE IN ACCORDANCE

WITH THE RECOMMENDATIONS AND REQUIREMENTS OF THE

GEOTECHNICAL/SOILS ENGINEER. SUBSURFACE SOIL CONDITIONS

WHICH MAY BE ENCOUNTERED, SUCH AS UNDERGROUND SPRINGS,

HIGH WATER TABLE, ROCK OR UNSUITABLE SOILS, SHALL BE RESOLVED

IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. IN

THE ABSENCE OF A QUALIFIED SOILS ENGINEER, THE CONTRACTOR IS

RESPONSIBLE FOR ALL SOILS AND CONSTRUCTION SELECTED FOR ANY

USE IN COMPLETING THE WORK.

6. PWH ENGINEERING, INC., IS NOT RESPONSIBLE FOR SUITABILITY,

STRUCTURAL INTEGRITY, COMPACTION, CUT OR FILL QUANTITY OF ANY

SOILS SELECTED OR REQUIRED FOR USE IN THE COMPLETION OF THE

WORK.

7. MINIMUM COMPACTION FOR ALL FILL IS 95% MAXIMUM DRY DENSITY

PER ASTM D698, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER,

OR AS SPECIFIED IN THE GEOTECHNICAL SOILS SUBSURFACE

EVALUATION ANALYSIS AND REPORT, WHICHEVER IS GREATER.

8. MAXIMUM CUT OR FILL SLOPE IS 2H:1V UNLESS SPECIFIED

OTHERWISE.

9. MINIMUM FLOOR ELEVATIONS SHOWN ARE BASED UPON EXISTING

CONDITIONS, PROPER FUNCTIONING OF CHANNELS, DRAINAGE

COURSES, AND STORM DRAIN SYSTEMS. ANY RESTRICTIONS OR

ALTERATIONS TO THESE ELEMENTS MAY CAUSE FLOODING ABOVE THE

STATED MINIMUM FLOOR ELEVATIONS.

10. CONTRACTOR SHALL PROVIDE POSITIVE SLOPE AWAY FROM ALL

BUILDINGS, FINISHED FLOORS, AND STRUCTURES WHICH MAY BE

DAMAGED BY WATER INTRUSION FOR A MINIMUM OF 5.0 FEET

HORIZONTALLY.

11. THE CONTRACTOR IS RESPONSIBLE FOR ALL SAFETY DEVICES,

PROCEDURES, PRECAUTIONS, AND EQUIPMENT REQUIRED TO

COMPLETE THE WORK. NO PERSON SHALL ENTER ANY MANHOLE OR

OTHER UNDERGROUND STRUCTURE, WITHOUT PROTECTIVE BREATHING

APPARATUS, AND AT LEAST ONE OTHER PERSON PRESENT FOR

SAFETY. ALL TRENCHES, GRADING, EXCAVATION, AND EARTHWORK

SHALL CONFORM TO OSHA STANDARDS FOR SAFETY, SHORING, AND

BRACING.

12. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO ADJACENT

PROPERTY OR EXISTING UTILITIES OR IMPROVEMENTS DUE TO

CONSTRUCTION REQUIRED TO COMPLETE THE WORK. ALL DAMAGED

PROPERTY SHALL BE RESTORED TO ORIGINAL CONDITION BY

CONTRACTOR.

13. LINE OF SIGHT DISTANCE AT INTERSECTIONS SHALL BE MAINTAINED

PERMANENTLY FREE AND CLEAR OF ALL OBSTRUCTION.

14. FINISHED GRADES LESS THAN 1.0% (1 FT. PER 100 FT.) MAY BE

REQUIRED DUE TO SITE CONDITIONS. THE CONTRACTOR IS

RESPONSIBLE FOR ALL MEANS AND METHODS NECESSARY TO PROVIDE

GRADES WITHOUT PONDING OR DEPRESSED AREAS.

15. FLOW ARROWS AND SPOT ELEVATIONS SHOWN DETERMINE DESIGN

INTENT. WHERE CONFLICTS OCCUR BETWEEN FLOW ARROWS AND

SPOT ELEVATIONS NOTIFY ENGINEER IMMEDIATELY AND RESOLVE

PRIOR TO CONSTRUCTION.

16. CONTRACTOR SHALL ESTABLISH PERMANENT GRASSING ON ALL

DISTURBED AREAS PRIOR TO FINAL RELEASE, WHETHER SHOWN ON

THE PLANS OR NOT.

17. OWNER IS RESPONSIBLE FOR COMPLIANCE WITH CLEAN WATER

ACT, USACE WETLANDS AND SECTION 404 PERMITTING.

18. THE CONTRACTOR SHALL PROVIDE STORM WATER DISCHARGE

MONITORING, DOCUMENTATION, AND REPORTING, AND FULLY COMPLY

WITH THE CURRENT GEORGIA NPDES PERMIT CONDITIONS AND

REQUIREMENTS. CONTRACTOR SHALL PROVIDE COPIES OF ALL

REPORTING AND DOCUMENTATION TO OWNER IMMEDIATELY AND

THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL SIGN, CERTIFY,

AND SUBMIT THE NOTICE OF INTENT (NOI) USING REGISTERED MAIL,

AND ANY OTHER RELATED NOTICE(S), APPLICATIONS, OR

CERTIFICATIONS REQUIRED FOR FULL COMPLIANCE WITH CURRENT

APPLICABLE LAWS AND REGULATIONS. CONTRACTOR SHALL PROVIDE

COPIES OF ALL REPORTING AND DOCUMENTATION TO OWNER IN A

TIMELY MANNER THROUGHOUT CONSTRUCTION.

19. ALL SOILS USED FOR FILL IN EARTHEN DAMS OR WATER

IMPOUNDMENT AREAS SHALL BE ML OR CL LOW PLASTICITY CLAYS PER

THE UNIFIED SOIL CLASSIFICATION, APPROVED BY THE GEOTECHNICAL

ENGINEER. ALL ORGANICS, TOPSOIL, OR OTHER UNSUITABLE MATERIAL

SHALL BE REMOVED FROM THE ENTIRE FILL AREA. ALL FILL SHALL BE

PLACED IN MAXIMUM 6 INCH LIFTS, MINIMUM COMPACTION IS 95% OF

STANDARD MAXIMUM DENSITY. NO GRAVEL, AGGREGATE OR GRAVEL

PIPE BEDDING, OR ANY PERVIOUS MATERIAL SHALL BE PLACED IN THE

DAM OR FILL AREA(S). SCARIFY EXISTING SUBGRADE PRIOR TO PLACING

FILL.

20. ALL STORM SEWER STRUCTURES, PIPING, AND APPURTENANCES

SHALL BE COMPLETELY CLEANED AND FREE OF ALL TRASH, DEBRIS,

SEDIMENT, SILT, OR OTHER UNSUITABLE MATERIALS.

21. EXISTING STORM SEWER CAPACITY AND SERVICE LEVEL WILL NOT

BE INCREASED OR ENHANCED BY PROPOSED DESIGN.

22. WETS SOILS WILL NOT BE CONSIDERED UNSUITABLE AND WET SOIL

REMEDIATION WILL NOT BE ADDITIONAL COST TO THE OWNER. REMEDY

WET SOILS PER GEOTECH ENGINEER.

GENERAL CONSTRUCTION NOTES:

1. LAHJ = LOCAL AUTHORITIES HAVING JURISDICTION.

2. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM, AT A MINIMUM, TO THE

CURRENT STANDARDS AND SPECIFICATIONS OF THE LAHJ. THE CONTRACTOR SHALL

REVIEW AND VERIFY ALL CURRENT APPLICABLE STANDARDS, SPECIFICATIONS, AND

DETAILS OF THE LAHJ. ALL DISCREPANCIES BETWEEN THESE STANDARDS AND THE

CONSTRUCTION PLANS AND SPECIFICATIONS SHALL BE REPORTED IMMEDIATELY

FOR RESOLUTION PRIOR TO CONSTRUCTION.

WHEN ANY CONSTRUCTION, MATERIALS, OR SPECIFICATIONS FOR THE SAME OR

SIMILAR ITEM(S) OR REQUIREMENTS ARE SHOWN IN MORE THAN ONE PLACE IN THE

CONSTRUCTION DOCUMENTS, PLANS, OR SPECIFICATIONS, THE MORE STRINGENT

REQUIREMENT SHALL APPLY AS DETERMINED BY THE ENGINEER.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL FEDERAL, STATE, OSHA, AND LOCAL

SAFETY REGULATIONS, LAWS, CODES OR ORDINANCES WHICH MAY APPLY.

4. THE CONTRACTOR SHALL REVIEW THE PLANS AND SPECIFICATIONS FOR ERRORS,

OMISSIONS, DISCREPANCIES, OR CONFLICTS PRIOR TO CONSTRUCTION. THE

CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY ERRORS OR OMISSIONS IN THE

PLANS, OR BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS, IMMEDIATELY. ANY

WORK DONE AFTER SUCH DISCOVERY, WITHOUT APPROVAL, IS AT THE

CONTRACTOR'S RISK.

5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND FROM THE SITE AT ALL TIMES.

UTILITY SERVICES SHALL BE MAINTAINED AT ALL TIMES. THE CONTRACTOR SHALL

COORDINATE ANY TEMPORARY INTERRUPTION OF ACCESS OR UTILITIES WITH THE

OWNER PRIOR TO THE INTERRUPTION.

6. ALL MATERIALS TO BE REMOVED SHALL BE DISPOSED OF OFFSITE IN A LEGAL

MANNER.

7. ALL UTILITIES SHOWN ON THE PLAN ARE SHOWN ACCORDING TO INFORMATION

AVAILABLE, AND MAY NOT BE ACCURATE HORIZONTALLY OR VERTICALLY. UTILITIES

MAY EXIST WHICH ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR IS

RESPONSIBLE FOR THE LOCATION, ORIGIN, VERIFICATION, PROTECTION AND

MAINTENANCE OF ALL UTILITIES WHICH EXIST ONSITE OR MAY BE IMPACTED BY THE

WORK. CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED AND MARKED BY THE

APPROPRIATE AUTHORITIES AND COORDINATE ALL UTILITY CONSTRUCTION, TAPS,

OR OTHER ASSOCIATED WORK WITH THE APPROPRIATE UTILITY AUTHORITY.

RESOLVE ANY CONFLICTS OR ERRORS PRIOR TO CONSTRUCTION. CONTRACTOR

SHALL CLEARLY MARK AND MAINTAIN PROPERTY CORNERS, BOUNDARY, MONUMENT,

AND BENCHMARKS THROUGHOUT CONSTRUCTION.

8. CONTRACTOR SHALL REVIEW ALL SITE IMPROVEMENTS, WALKS, PARKING,

PAVEMENT, BUILDINGS, STRUCTURES, OR OTHER IMPROVEMENTS SHOWN ON THESE

PLANS FOR CONFORMITY WITH THE CURRENT APPROVED ARCHITECTURAL AND

RELATED ENGINEERING PLANS. RESOLVE ALL CONFLICTS OR DISCREPANCIES PRIOR

TO CONSTRUCTION.

9. CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES, SIGNS, LIGHTS, OR

OTHER DEVICES FOR THE SAFETY AND PROTECTION OF ALL PERSONS ON THE SITE.

FOR TRAFFIC SAFETY, IN THE ABSENCE OF SPECIFIC TRAFFIC REQUIREMENTS OF

THE LAHJ, THE MANUAL FOR UNIFORM TRAFFIC SAFETY CONTROL DEVICES SHALL BE

USED.

10. PROPOSED BUILDING AND STRUCTURE LOCATIONS ARE SHOWN BASED ON

ARCHITECTURAL PLANS PROVIDED. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ALL BUILDING DIMENSIONS, EXISTING AND PROPOSED, JUNCTIONS,

COMMON POINTS, AND LAYOUT GEOMETRY AS REQUIRED FOR COMPLETION OF THE

WORK.

11. MINIMUM PIPE BEDDING FOR ALL PIPING SHALL CONFORM TO GEORGIA D.O.T.

STANDARDS AND SPECIFICATIONS, UNLESS SPECIFIED OTHERWISE. UNSUITABLE,

WET, SPONGY, OR SOFT SOILS WILL REQUIRE ADDITIONAL BEDDING DESIGN AND

CONSTRUCTION, AND SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER FOR

RESOLUTION PRIOR TO PROCEEDING WITH THE AFFECTED WORK.

12. BOUNDARY, TOPOGRAPHIC, VERTICAL AND HORIZONTAL SURVEY DATA PROVIDED

BY OTHERS. PWH ENGINEERING, INC. IS NOT RESPONSIBLE FOR ERRORS,

OMISSIONS, OR OTHER DEFECTS ARISING FROM OR RELATED TO ANY INFORMATION

OR DATA PROVIDED BY OTHERS.

13. CONTRACTOR IS RESPONSIBLE FOR NOTIFICATION AND COORDINATION WITH THE

LAHJ FOR START OF CONSTRUCTION AND INSPECTION PROCEDURES.

14. ALL CONSTRUCTION DETAILS SHOWN ON THE PLANS ARE FOR REFERENCE ONLY.

CONTRACTOR SHALL REVIEW AND VERIFY ALL CONSTRUCTION DETAILS FOR

COMPLIANCE WITH CURRENT REFERENCED STANDARDS AND THE LAHJ.

15. THE CONTRACTOR, AND ANY SUBCONTRACTORS, ARE RESPONSIBLE FOR ALL

SAFETY DEVICES AND EQUIPMENT REQUIRED FOR COMPLETION OF THE WORK. NO

PERSON SHALL ENTER ANY MANHOLE, OR UNDERGROUND STRUCTURE, WITHOUT

PROTECTIVE BREATHING APPARATUS, AND AT LEAST ONE OTHER PERSON PRESENT

FOR SAFETY. ALL TRENCHES, GRADING, AND EXCAVATION SHALL CONFORM TO OSHA

STANDARDS FOR SHORING AND BRACING.

16. MINIMUM FINISHED FLOOR ELEVATIONS WHICH MAY BE SHOWN ARE BASED UPON

EXISTING CONDITIONS AND PROPER FUNCTION OF CHANNELS, DRAINAGE COURSES,

AND STORM DRAIN SYSTEMS. ANY RESTRICTION, DAMAGE, OR ALTERATION TO

THESE ELEMENTS, EXISTING OR PROPOSED, MAY CAUSE FLOODING ABOVE THE

STATED MINIMUM FLOOR ELEVATIONS.

17. CONTRACTOR SHALL ESTABLISH PERMANENT GRASSING ON ALL DISTURBED

AREAS PRIOR TO FINAL RELEASE, WHETHER SHOWN ON THE PLANS OR NOT.

18. THE CONTRACTOR SHALL PROVIDE STORM WATER DISCHARGE MONITORING,

DOCUMENTATION, AND REPORTING, AND FULLY COMPLY WITH THE CURRENT

GEORGIA NPDES PERMIT CONDITIONS AND REQUIREMENTS. CONTRACTOR SHALL

SIGN, CERTIFY, AND SUBMIT THE NOTICE OF INTENT (NOI) USING REGISTERED MAIL,

AND ANY OTHER RELATED NOTICE(S), APPLICATIONS, OR CERTIFICATIONS

REQUIRED FOR FULL COMPLIANCE WITH CURRENT APPLICABLE LAWS AND

REGULATIONS. CONTRACTOR SHALL PROVIDE COPIES OF ALL REPORTING AND

DOCUMENTATION TO OWNER IN A TIMELY MANNER THROUGHOUT CONSTRUCTION.

19. NO PARKING FOR CONTRACTORS OR SUBCONTRACTORS WILL BE ALLOWED ON

PUBLIC STREETS OR RIGHT OF WAY.

20. ALL CUTS IN PAVEMENT AND PAVEMENT EDGES ADJOINING NEW PAVEMENT

SHALL BE SAW CUT.

21. ALL PARKING AREAS AND ADA SPACES SHALL BE STRIPED ACCORDING TO MUTCD,

ADA AND LOCAL AUTHORITY STANDARDS. ALL PAINT, MATERIALS, AND

CONSTRUCTION SHALL CONFORM, AT A MINIMUM, TO GDOT SPECIFICATIONS.

22. CONTRACTOR SHALL COORDINATE WITH AUTHORIZED REPRESENTATIVE FOR

OWNER AND CONFIRM AND OBTAIN APPROVAL PTC FOR ALL DAILY CONSTRUCTION

ACTIVITIES SCHEDULED AND ANY IMPACT ON REQUIRED OWNER ACTIVITIES,

EVENTS, NORMAL OPERATIONS, OR ACCESS WHICH MAY BE AFFECTED IN ANY WAY.

DO NOT ALLOW PEDESTRIANS, PUBLIC, VISITORS, OR OTHER UNAUTHORIZED

PERSON(S) TO ENTER WORK AREAS. WORK AND STORAGE AREA(S) SHALL BE

FENCED [TF] AND SECURE [CA] AT ALL TIMES FOR ALL PHASES OF CONSTRUCTION.

FOUL OR OFFENSIVE LANGUAGE, IMPROPER OR REVEALING CLOTHING OR ATTIRE,

ALCOHOL, FIREARMS, DRUGS, OR OTHER INAPPROPRIATE BEHAVIOR AS

DETERMINED BY OWNER IS STRICTLY PROHIBITED. ANY INTERACTION OR CONTACT

WITH STAFF, EMPLOYEES, OR VISITORS IS STRICTLY PROHIBITED AT ALL TIMES. ALL

COORDINATION AND COMMUNICATION SHALL BE THROUGH THE DESIGNATED

OWNER AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL REVIEW AND COMPLY

WITH ALL OWNER REQUIREMENTS, STANDARDS, POLICIES, RULES AND

SPECIFICATIONS FOR OWNER'S PROPERTY.

NO PARKING IN THE RIGHT OF WAY IS ALLOWED. ALL CONSTRUCTION TRAFFIC MUST

BE COORDINATED WITH [TC] AT ALL TIMES WITH NO INTERRUPTION OF ACCESS FOR

OWNER ACITIVITIES OR OPERATIONS.

23. DESIGN IS BASED ON SURVEY INFORMATION PROVIDED BY OTHERS. ENGINEER IS

NOT RESPONSIBLE FOR ERRORS OR OMISSIONS IN ANY INFORMATION PROVIDED BY

OTHERS.

855 ABUTMENT ROAD

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[ALT1]:

TRADITION LANE PORTION

ONLY FROM THIS POINT

PROVIDE NEW TRAFFIC

SENSOR(S) TO MATCH EXISTING

AND PER LOCAL AUTHORITY

STANDARDS AND SPECS.

Trenton

Dade Middle School Dade

Elem Sch

Dade High School

(A1) OVERLAY 2" 9mm

SUPERPAVE. SEE NOTES

AND SPECS.

(A2) OVERLAY PERMAFLEX

1" PERMAFLEX + 2" 9mm

SUPERPAVE. SEE NOTES

AND SPECS.

(M2) MILL AND REMOVE 2.5"

INSTALL 2.5" 9mm SUPERPAVE.

SEE NOTES AND SPECS.

(PR1) FULL DEPTH REPAIR

REMOVE EX PVT. SECTION.

INSTALL NEW PVT. SECTION.

SEE NOTES AND SPECS.

855 ABUTMENT ROAD

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AutoCAD SHX Text

PROPOSED SPOT ELEVATION

AutoCAD SHX Text

EXISTING SPOT ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text 1030.93

AutoCAD SHX Text 33.00

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text L E G E N D

AutoCAD SHX Text Wolverine

AutoCAD SHX Text Dr

AutoCAD SHX Text Lafayette St

AutoCAD SHX Text White Oak Gap

AutoCAD SHX Text Rd

AutoCAD SHX Text S

AutoCAD SHX Text Main

AutoCAD SHX Text St

AutoCAD SHX Text Pace Dr

AutoCAD SHX Text Ln

AutoCAD SHX Text Tradition

AutoCAD SHX Text Sunset

AutoCAD SHX Text Dr

AutoCAD SHX Text Oak Av

AutoCAD SHX Text Sells Ln

(D2) INLET. JB 3.0' DEPTH. SET

GRATE ELEV. TO MATCH EX LOW

POINT. SLOPE ALL ADJACENT

AREA(S) TO NEW GRATE

ELEVATION AT MIN. 1'/100' (1.0%).

70 LF 12" DIP

MIN. 1.50% SLOPE. PIPE

BEDDING CLASS B. EXTEND TO

PAVED SWALE.

(D2) INLET. JB 2.0' DEPTH. SET

GRATE ELEV. TO MATCH EX

LOW POINT. SLOPE ALL

ADJACENT AREA(S) TO NEW

GRATE ELEVATION AT MIN.

1'/100' (1.0%).

58LF 12" DIP

MIN. 1.50% SLOPE. PIPE

BEDDING CLASS B. EXTEND TO

EXISTING SWALE. DISCHARGE

ONTO NEW (CF) CONC. FLUME.(PR1)

(PR1)

(P R

1) (A2)

(A2)

Ds4

(CF) 5' CONC. FLUME.

MATCH EX SWALE INVERT.

MIN. 1.0% SLOPE. ALL

DISTURBED AREAS RECEIVE

Ds4 SOD TYP.

Ds4

(WS)

WHEELSTOPS

TYP.

Trenton

Dade Middle School Dade

Elem Sch

Dade High School

(A1) OVERLAY 2" 9mm

SUPERPAVE. SEE NOTES

AND SPECS.

(A2) OVERLAY PERMAFLEX

1" PERMAFLEX + 2" 9mm

SUPERPAVE. SEE NOTES

AND SPECS.

(M2) MILL AND REMOVE 2.5"

INSTALL 2.5" 9mm SUPERPAVE.

SEE NOTES AND SPECS.

(PR1) FULL DEPTH REPAIR

REMOVE EX PVT. SECTION.

INSTALL NEW PVT. SECTION.

SEE NOTES AND SPECS.

855 ABUTMENT ROAD

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AutoCAD SHX Text L O C A T I O N M A P

AutoCAD SHX Text

PROPOSED SPOT ELEVATION

AutoCAD SHX Text

EXISTING SPOT ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text 1030.93

AutoCAD SHX Text 33.00

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text L E G E N D

AutoCAD SHX Text Wolverine

AutoCAD SHX Text Dr

AutoCAD SHX Text Lafayette St

AutoCAD SHX Text White Oak Gap

AutoCAD SHX Text Rd

AutoCAD SHX Text S

AutoCAD SHX Text Main

AutoCAD SHX Text St

AutoCAD SHX Text Pace Dr

AutoCAD SHX Text Ln

AutoCAD SHX Text Tradition

AutoCAD SHX Text Sunset

AutoCAD SHX Text Dr

AutoCAD SHX Text Oak Av

AutoCAD SHX Text Sells Ln

(CP2)

(A1)

(A1) OVERLAY 2" 9mm

SUPERPAVE. SEE NOTES

AND SPECS.

(A2) OVERLAY PERMAFLEX

1" PERMAFLEX + 2" 9mm

SUPERPAVE. SEE NOTES

AND SPECS.

(M2) MILL AND REMOVE 2.5"

INSTALL 2.5" 9mm SUPERPAVE.

SEE NOTES AND SPECS.

(PR1) FULL DEPTH REPAIR

REMOVE EX PVT. SECTION.

INSTALL NEW PVT. SECTION.

SEE NOTES AND SPECS.

855 ABUTMENT ROAD

SUITE FOUR

DALTON, GA 30721

TEL. 706.529.5895

PROJECT NUMBER

DATE

REVISIONS

NO. DATE

SHEET INDEX

T H

R A

T H

E P

R O

P E

R T

Y O

F K

R H

A R

C H

C T

S , I

N C

O T

T O

B E

R E

P R

O D

U C

E D

H O

P A

R T

O T

T O

B E

U S

E D

O N

A N

Y O

T H

E R

P R

C T

S H

B E

R E

T U

R N

E D

U P

O N

R E

Q U

E S

C O

P Y

H T

A S

D A

T E

D K

R H

A R

C H

C T

N O

T V

D U

S S

N E

D A

N D

S E

P R E L I M I N A R Y

E D

C1.4

GSWCC LEVEL II - 0000008686

E O R G I

REG I STERED

PROFESSIONAL

No. 22553

PREST W HOBBYENG I NEER

REV 1 03/09/26

-1

3-g e n g e r i n i n e

K R

A, G

E L

O P

M E

I N

E E

R I

V I

S I

03/06/26

A R

C H

C T

INCORPORATED

N G

P R

F O

D A

D E

C O

U N

, M

H O

N L

E, T R

N G

E C

O U

S C

H O

T R

G A

PAVING

PLAN

(P R1

(M2)

(PR1)

(A1)

(M2)

(PR1)

(CP2)

ADD CLEAN #57 STONE TO

PROVIDE MINIMUM 6" GRAVEL

DEPTH. REMOVE ANY SOFT OR

UNSUITABLE SOIL. COMPACT

PER SPECS. ADD GEOTECH

FABRIC TO ALL REPAIRED

AREAS.

(A1) OVERLAY 2" 9mm

SUPERPAVE. SEE NOTES

AND SPECS.

(A2) OVERLAY PERMAFLEX

1" PERMAFLEX + 2" 9mm

SUPERPAVE. SEE NOTES

AND SPECS.

(M2) MILL AND REMOVE 2.5"

INSTALL 2.5" 9mm SUPERPAVE.

SEE NOTES AND SPECS.

(PR1) FULL DEPTH REPAIR

REMOVE EX PVT. SECTION.

INSTALL NEW PVT. SECTION.

SEE NOTES AND SPECS.

855 ABUTMENT ROAD

SUITE FOUR

DALTON, GA 30721

TEL. 706.529.5895

PROJECT NUMBER

DATE

REVISIONS

NO. DATE

SHEET INDEX

T H

R A

T H

E P

R O

P E

R T

Y O

F K

R H

A R

C H

C T

S , I

N C

O T

T O

B E

R E

P R

O D

U C

E D

H O

P A

R T

O T

T O

B E

U S

E D

O N

A N

Y O

T H

E R

P R

C T

S H

B E

R E

T U

R N

E D

U P

O N

R E

Q U

E S

C O

P Y

H T

A S

D A

T E

D K

R H

A R

C H

C T

N O

T V

D U

S S

N E

D A

N D

S E

P R E L I M I N A R Y

E D

C1.5

GSWCC LEVEL II - 0000008686

E O R G I

REG I STERED

PROFESSIONAL

No. 22553

PREST W HOBBYENG I NEER

REV 1 03/09/26

-1

3-g e n g e r i n i n e

K R

A, G

E L

O P

M E

I N

E E

R I

V I

S I

03/06/26

A R

C H

C T

INCORPORATED

N G

P R

F O

D A

D E

C O

U N

, M

H O

N L

E, T R

N G

E C

O U

S C

H O

T R

G A

PAVING

PLAN

[TC] PROVIDE ALL TRAFFIC CONTROL

AND MAINTAIN FREE AND CLEAR

VEHICULAR AND PEDESTRIAN ACCESS

TO PRIVATE DRIVE AT ALL TIMES WITH

NO OBSTRUCTION(S) OR DELAY(S).

PRIVATE DRIVE:

[TC] PROVIDE ALL TRAFFIC CONTROL

AND MAINTAIN FREE AND CLEAR

VEHICULAR AND PEDESTRIAN ACCESS

TO PRIVATE DRIVE AT ALL TIMES WITH

NO OBSTRUCTION(S) OR DELAY(S).

[TC]

DADE COUNTY

MIDDLE SCHOOL