Drawings HPE_02_20_26.pdf

PDF 5 MB Posted Mar 17, 2026

Attached to: FVSU HPE Parking Lot Construction
Solicitation number: PE-53300-RFP-2026-000000063
Issued by: Paulding County, Georgia

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Written by GovTribe AI · Apr 30, 2026

These are construction drawings for the HPE Parking Lot project at Fort Valley State University in Fort Valley, Georgia. The project involves the expansion of an asphalt parking lot on Land Lot 215 in the 9th District of Peach County. The site encompasses 6.6 acres total with a disturbed area of 1.1 acres, and construction activities include grading, drainage infrastructure, erosion control measures, and asphalt pavement installation. A mandatory prebid meeting is scheduled for April 7, 2026 at 10:00 AM, and contractors must attend to submit proposals. The project specifications require compliance with City of Fort Valley construction standards and include provisions for utility service coordination with the Fort Valley Utility Commission, site lighting with solar fixtures, and comprehensive erosion and sediment control measures. The contractor is responsible for obtaining all required permits and approvals, conducting underground utility markups, verifying field conditions, and maintaining record drawings throughout construction.

The construction documents specify an earthwork estimate of 29 cubic yards of cut and 142 cubic yards of fill, with a net borrow requirement of 113 cubic yards. Pavement specifications include 1.5 inches of 9.5 MM Superpave asphalt topping and 1.5 inches of 19 MM Superpave base course over a graded aggregate base, with concrete strength requirements of 4,000 PSI for pavement and 3,000 PSI for sidewalks. The contractor must notify the City of Fort Valley 24 hours before beginning each construction phase and is responsible for all sediment control installation and maintenance, utility adjustments, compaction testing, and final grading verification. All disturbed areas left exposed for more than 14 days must be stabilized with mulch or temporary seeding, and the design professional must inspect initial sediment control installations within 7 days of completion. Construction contact information is provided through Jim Posey (project owner representative), Jeff Collins P.E. (engineering contact), and Brandon Register P.L.S. (survey contact) at Rochester|DCCM.

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FORT VALLEY STATE UNIVERSITY

1005 STATE UNIVERSITY DR.

FORT VALLEY, GA 31030

(229) 805-0214 jim.posey@fvsu.edu

JIM POSEY

(229) 805-0214 jim.posey@fvsu.edu

JEFF COLLINS, P.E.

(770) 718-0600 jcollins@dccm.com

BRANDON REGSITER, P.L.S

(770) 718-0600 bregister@dccm.com www.Georgia811.com

OWNER & DEVELOPER: ENGINEERING CONTACT:

SURVEY CONTACT:24 HOUR CONTACT:

Rochester

RochesterRochester

NO PORTION OF THIS PROPERTY IS LOCATED IN A FLOOD

HAZARD ZONE AS PER F.E.M.A. FLOOD INSURANCE RATE

MAP OF PEACH COUNTY, GEORGIA COMMUNITY PANEL

NUMBER 13225C0092C, DATED 09/26/2008.

Georgia Soil and Water Conservation Commission

CERTIFICATION NUMBER________________

ISSUED: __________ EXPIRES: __________

JEFF COLLINS, PE

13400 07/12/2009 11/01/2027

GSWCC

Sheet List Table Sheet Number Sheet Title

1 COVER

2 GENERAL NOTES

3 EXISTING CONDITIONS PLAN

4 SITE PLAN

5 PHOTOMETRY

6 GRADING, DRAINAGE & EROSION CONTROL PLAN

7 EROSION CONTROL DETAILS

8 CONSTRUCTION DETAILS

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CONSTRUCTION DRAWINGS

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FORT VALLEY STATE UNIVERSITY

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HPE PARKING LOT

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LAND LOT 215, 9TH DISTRICT CITY OF FORT VALLEY PEACH COUNTY, GA

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FORT VALLEY STATE UNIVERSITY

AutoCAD SHX Text TAX PARCEL ID: 012D 153 ZONING: MULTI MULTI RAI PROJECT NO: G210060.HPE.01 G210060.HPE.01 DATE: 02/20/202602/20/2026

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FOR

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LOCATED IN

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REVISIONS

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DATE

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NO.

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PROPOSED DEVELOPMENT BY:

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DESCRIPTIONS

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SITE

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SITE

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PROFESSIONAL

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GENERAL NOTES:

1. "PRIOR TO STARTING CONSTRUCTION CONTRACTOR SHALL BE

RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND

APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR

FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND

THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS

APPROVED BY ALL OF THE PERMITTING AUTHORITIES."

2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE

PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS

OF THE LOCAL GOVERNING AUTHORITY.

3. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH

THESE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR

UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS AS

REQUIRED. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED

PER THE GRADING NOTES ON THIS PAGE.

4. ALL BOUNDARY LINES, EXISTING FEATURES, AND TOPOGRAPHY

HAVE BEEN TAKEN FROM A SURVEY CONDUCTED BY ROCHESTER|DCCM

DATED 12/16/2025.

5. NO UNDERGROUND UTILITY SURVEY HAS BEEN CONDUCTED. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE UNDERGROUND

UTILITIES MARKED OUT.

6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE

FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

CONTRACTOR SHALL NOTIFY THE OWNER'S CONSTRUCTION MANAGER IF

ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH

CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA

COMPENSATION SHALL BE PAID TO CONTRACTOR FOR WORK HAVING TO

BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON

THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.

7. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE

NOTED.

8. ANY CHANGES OR ALTERATIONS MADE TO THESE CONSTRUCTION

DRAWINGS WITHOUT THE WRITTEN APPROVAL OF ROCHESTER|DCCM

VOIDS THE SEAL SHOWN HEREON AND ANY LIABILITY ASSOCIATED WITH

THIS PROJECT. THE ORIGINAL DRAWINGS ARE KEPT ON FILE FOR

VERIFICATION OF ANY CHANGES.

9. THIS PROPERTY IS ZONED: MULTI

10. ALL CONSTRUCTION SHALL CONFORM TO CURRENT APPLICABLE

CITY OF FORT VALLEY STANDARDS AND SPECIFICATIONS.

11. SITE IS LOCATED IN LAND LOT 215, 9TH DISTRICT, CITY OF FORT

VALLEY, PEACH COUNTY, GA.

12. PROPOSED USE: ASPHALT PARKING LOT.

13. DEVELOPER: FORT VALLEY STATE UNIVERSITY

14. CONTRACTOR SHALL NOTIFY CITY OF FORT VALLEY 24 HOURS

BEFORE THE BEGINNING OF EVERY PHASE OF CONSTRUCTION.

15. UTILITY SERVICE:

GAS - FORT VALLEY UTILITY COMMISSION

WATER - FORT VALLEY UTILITY COMMISSION

COMMS - FORT VALLEY UTILITY COMMISSION

POWER - FORT VALLEY UTILITY COMMISSION

SEWER - FORT VALLEY UTILITY COMMISSION

16. 24 HOUR CONTACT: JIM POSEY, (229) 805-0214

17. ENGINEERING CONTACT: JEFF COLLINS, P.E., (770) 718-0600

18. NO PORTION OF THIS PROPERTY IS LOCATED IN A FLOOD HAZARD

ZONE AS PER F.E.M.A. FLOOD INSURANCE RATE MAP OF PEACH COUNTY,

GEORGIA COMMUNITY PANEL NUMBER 13225C0092C, DATED 09/26/2008.

19. THERE ARE NO STREAMS OR WETLANDS ON OR WITHIN 200' OF

THIS PROJECT SITE.

EROSION CONTROL NOTES:

1. DESCRIPTION: THE PROPOSED DEVELOPMENT IS THE EXPANSION OF AN ASPHALT PARKING LOT.

2. EXISTING CONDITIONS: THE EXISTING SITE IS VACANT GRASS AREA.

3. ADJACENT AREAS: THE ADJACENT AREAS ARE FORT VALLEY STATE UNIVERSITY FACILITIES.

4. 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 DISTURBING ACTIVITIES.

5. 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.

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

STABILIZED WITH MULCH OR TEMPORARY SEEDING.

7. ANY AMENDMENT TO THE EROSION CONTROL PLANS WHICH HAVE A SIGNIFICANT EFFECT ON BMPs

WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.

8. SOIL CLEAN UP AND CONTROL PRACTICES:

LOCAL, STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY

POSTED AND PROCEDURES WILL BE MADE AVAILABLE TO SITE PERSONNEL.

9. MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREAS. TYPICAL MATERIAL AND EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, BROOMS, DUSTPANS, MOPS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST AND PROPERLY LABELED PLASTIC

AND METAL WASTE CONTAINERS.

10. SPILL PREVENTION PRACTICES AND PROCEDURES WILL BE REVIEWED AFTER A SPILL AND

ADJUSTED AS NECESSARY TO FUTURE SPILLS.

11. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY. ALL SPILLS WILL BE REPORTED

AS REQUIRED BY LOCAL, STATE AND FEDERAL REGULATIONS.

12. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER). THE NATIONAL

RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-424-8802.

13. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL RESPONSE CENTER (NRC) WILL BE

CONTACTED WITHIN 24 HOURS AT 1-800-424-8802.

14. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA EPD

WILL BE CONTACTED WITHIN 24 HOURS.

15. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL WILL BE

CLEANED UP AND LOCAL AGENCIES WILL BE CONTACTED AS REQUIRED.

16. THE CONTRACTOR SHALL NOTIFY THE LICENSED PROFESSIONAL WHO PREPARED THIS PLAN IF MORE THAN 1320 GALLONS OF PETROLEUM IS STORED ONSITE (THIS INCLUDES CAPACITIES OF EQUIPMENT) OR IF ANY ONE PIECE OF EQUIPMENT HAS A CAPACITY GREATER THAN 560 GALLONS. THE CONTRACTOR WILL NEED A SPILL PREVENTION CONTAINMENT AND COUNTER MEASURES PLAN BY THAT

LICENSED PROFESSIONAL.

17. THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMPS WITHIN 7 DAYS

AFTER INSTALLATION.

18. NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED

STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST

ACQUIRING THE NECESSARY VARIANCES AND PERMITS.

19. AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMPS WITH

A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.

20. MAINTENANCE OF ALL EROSION CONTROL MEASURES, WHETHER TEMPORARY OR PERMANENT,

SHALL AT ALL TIMES BE THE RESPONSIBILITY OF THE OWNER.

21. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS

AUTHORIZED BY A SECTION 404 PERMIT.

22. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.

23. 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.

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

STABILIZED WITH MULCH OR TEMPORARY SEEDING.

25. ALL FILL SLOPES WILL HAVE SILT FENCE AT TOE OF SLOPE.

26. CLEARING AND CONSTRUCTION LIMITS WILL BE CLEARLY LOCATED IN THE FIELD. NO

CONSTRUCTION ACTIVITY SHALL TAKE PLACE OUTSIDE OF THE CLEARING LIMITS.

NO MATERIAL IS TO BE BURNED ON SITE. ALL

WASTE MATERIAL SHALL BE DISPOSED OF AT

A PERMITTED OFFSITE LANDFILL

THE INSTALLATION OF EROSION CONTROL

MEASURES SHALL TAKE PLACE PRIOR TO OR

CONCURRENT WITH LAND DISTURBING

ACTIVITIES

ALL IMPROVEMENTS TO CONFORM WITH CITY

OF FORT VALLEY CONSTRUCTION STANDARDS

NOTIFY CITY OF FORT VALLEY 24 HOURS

BEFORE STARTING EACH PHASE OF

CONSTRUCTION

MAXIMUM CUT OR FILL SLOPES ARE 2

HORIZONTAL TO 1 VERTICAL

ALL EROSION AND SEDIMENT CONTROL

MEASURES WILL BE INSPECTED DAILY AND

ANY DEFICENCIES NOTED WILL BE CORRECTED

BY THE END OF EACH DAY. ADDITIONAL

EROSION CONTROL MEASURES WILL BE

INSTALLED IF DEEMED NECESSARY BY ON-SITE

INSPECTOR.

SITE AREA: 6.6 AC.

DISTURBED AREA: 1.1 AC.

EARTHWORK ESTIMATE:

CUT: 29 CY.

FILL: 142 CY

DIFFERENCE: 113 CY. (BORROW)

*ASSUMES 17" SUBGRADE FOR HD CONC./PAVE AREAS

*ASSUMES 10" SUBGRADE FOR SD PAVEMENT AREAS

*ASSUMES 8" SUBGRADE FOR BUILDING

*NO ADJUSTMENTS MADE FOR TOP SOIL

EARTHWORK ESTIMATE PROVIDED FOR CONVENIENCE TO

CONTRACTOR ONLY. CONTRACTOR IS TO VERIFY QUANTITIES.

DISPOSAL AREAS:

ALL STUMPS AND DEBRIS ARE TO BE TAKEN OFFSITE TO AND EPD APPROVED LOCATION.

DETENTION PONDS:

DETENTION PONDS AND SEDIMENT BASINS/STORAGE WILL BE INSTALLED AND

FUNCTIONING BEFORE ANY MAJOR GRADING OR IMPERVIOUS SURFACES ARE

CONSTRUCTED.

GRADING NOTES:

COMPACTION OF SOIL BACKFILLS AND FILLS:

FILL SHOULD BE PLACED IN THIN, HORIZONTAL LOOSE LIFTS (MAXIMUM 8-INCH)

AND COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR

MAXIMUM DRY DENSITY (ASTM D698). THE UPPER 24 INCHES OF SOIL BENEATH

PAVEMENTS AND SLAB-ON-GRADE SHOULD BE COMPACTED TO AT LEAST 98

PERCENT. IN CONFINED AREAS, SUCH AS UTILITY TRENCHES OR BEHIND

RETAINING WALLS, PORTABLE COMPACTION EQUIPMENT AND THINNER FILL

LIFTS (3 TO 4 INCHES) MAY BE NECESSARY. FILL MATERIALS USED IN

STRUCTURAL AREAS SHOULD HAVE A TARGET MAXIMUM DRY DENSITY OF AT

LEAST 95 POUNDS PER CUBIC FOOT (PCF). IF LIGHTER WEIGHT FILL MATERIALS

ARE USED, THE GEOTECHNICAL DESIGN PROFESSIONAL SHOULD BE

CONSULTED TO ASSESS THE IMPACT ON DESIGN RECOMMENDATIONS.

PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES

IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION

EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL

COMPACTED BY HAND-OPERATED TAMPERS.

PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF

STRUCTURES TO REQUIRED ELEVATIONS, AND UNIFORMLY ALONG THE FULL

LENGTH OF EACH STRUCTURE.

COMPACT SOIL MATERIALS TO NOT LESS THAN THE FOLLOWING PERCENTAGES

OF MAXIMUM DRY UNIT WEIGHT ACCORDING TO ASTM D 698.

UNDER STRUCTURES, BUILDING SLABS, STEPS, AND PAVEMENTS, SCARIFY AND

RECOMPACT TOP 12 INCHES OF EXISTING SUBGRADE AND EACH LAYER OF

BACKFILL OR FILL SOIL MATERIAL AT 98 PERCENT. FUTURE BUILDING PADS

SHALL BE COMPACTED TO 98 PERCENT.

UNDER WALKWAYS, SCARIFY AND RECOMPACT TOP 6 INCHES BELOW

SUBGRADE AND COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT

95 PERCENT.

UNDER TURF OR UNPAVED AREAS, SCARIFY AND RECOMPACT TOP 6 INCHES

BELOW SUBGRADE AND COMPACT EACH LAYER OF BACKFILL OR FILL SOIL

MATERIAL AT 95 PERCENT.

FOR UTILITY TRENCHES, COMPACT EACH LAYER OF INITIAL AND FINAL BACKFILL

SOIL MATERIAL AT 85 PERCENT.

BEDDING:

ALL STORM DRAIN AND SANITARY SEWER PIPES SHALL HAVE A CLASS "C"

BEDDING AS A MINIMUM UNLESS NOTED OTHERWISE. EXCAVATE AND SHAPE

BOTTOM OF TRENCH TO THE PROPER GRADE AND TO FIT THE LOWER PART OF

THE PIPE EXTERIOR FOR A WIDTH OF A LEAST 50 PERCENT OF THE OUTSIDE

DIAMETER OF THE PIPE. SIDES AND AREA OVER THE PIPE SHALL THEN BE FILLED

WITH COMPACTED BACKFILL.

PAVING:

PAVING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS PROVIDED

IN THESE PLANS. ALL PAVEMENT WITHIN THE GDOT R/W MUST CONFORM TO ALL

GDOT PAVING STANDARDS.

CONCRETE:

4000 PSI (PAVEMENT), 3000 PSI (SIDEWALK) COMPRESSIVE STRENGTH AT 28

DAYS, REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A

615 GRADE 60.

FIELD CONDITIONS:

CONTRACTOR SHALL VERIFY FIELD CONDITIONS AFFECTING CONSTRUCTION,

PARTICULARLY UTILITIES, PRIOR TO CONSTRUCTION. CHANGES IN

CONSTRUCTION NECESSITATED BY FIELD CONDITIONS SHALL BE APPROVED BY

THE OWNER OR OWNER'S ENGINEER PRIOR TO CONSTRUCTION. IN

ACCORDANCE WITH STATE LAW, THE CONTRACTOR SHALL CALL 800-288-7411 AT

LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION FOR LOCATION OF

UNDERGROUND UTILITIES.

CONSTRUCTION STAKING:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING.

CONSTRUCTION NOTES:

1. NO ADDITIONAL CONSTRUCTION OR IMPROVEMENTS, INCLUDING BUT NOT

LIMITED TO WALLS, FENCES, SIGNS, SPRINKLER SYSTEMS, LIGHTS, TRESS, ETC.,

WILL BE ALLOWED ON THE ROAD RIGHT-OF-WAY.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A

MARKED-UP SET OF DESIGN DRAWINGS SHOWING ALL "ASBUILT" CONDITIONS.

THESE "RECORD DRAWINGS" SHALL BE MADE AVAILABLE TO THE DESIGNER

AND/OR THE CITY INSPECTOR UPON REQUEST. THE MARK-UPS SHALL BE AT THE

SITE AT ALL TIMES AND SHALL BE UTILIZED TO DEVELOP FINAL RECORD

DRAWINGS.

3. ANY CHANGES IN THE HORIZONTAL ALIGNMENT SHOWN HEREON SHALL BE

APPROVED BY THE DESIGN ENGINEER PRIOR TO CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATIONS.

CONTRACTOR SHOULD NOTIFY THE UTILITIES PROTECTION CENTER, INC. AT

(800) 282-7411 THREE WORKING DAYS BEFORE CONSTRUCTION IS TO BEGIN.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION &

MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL STRUCTURES.

6. ALL DISTURBED AREAS SHALL BE GRASSED IMMEDIATELY UPON

COMPLETION OF BACK FILLING TRENCHES.

7. CLEARING LIMITS SHALL BE CLEARLY DELINEATED WITH TREE SAVE FENCE

OR OTHER SUITABLE MEANS.

8. CONTRACTOR IS RESPONSIBLE FOR THE ADJUSTMENTS TO ALL EXISTING

UTILITIES ON SITE TO FINAL GRADE.

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GATE

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48" CMP

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18" CMP

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30" CMP

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24" CMP

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18" CMP

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BOLLARD

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BOLLARD

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PMH

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PMH

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36RCP

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36RCP

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42RCP

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42RCP

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18CMP

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FENCE GATE

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48CMP

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18CMP

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3" CREPE MYRTLE

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3" CREPE MYRTLE X 2

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3" CREPE MYRTLE

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18" WATEROAK

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3" CREPE MYRTLE X2

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OPEN GRASS FIELD

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EXISTING ASPHALT PAVEMENT/ PARKING

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AutoCAD SHX Text R:\07-Production\G210060\G210060.HPE.01 - Fort Valley State University - HPE 1 ac Parking Lot Design\Production\Engineering\Design\G210060.HPE.01- Fort Valley State University - HPE 1 ac Parking Lot Design\G210060.HPE.01.BASE.dwg @ 2/20/2026 11:33 AM - BY: JASON T. TRUONG

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A @ 28'

SLA @ 25'

SLA @ 25' SLA @ 25'

SLB @ 25'

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STANDARD WHEEL STOP DETAILTYPICAL PAVEMENT MARKINGS

DETAIL WITH SIGNAGE

STOP BAR

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GATE

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FUTURE CURB & GUTTER

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EDGE OF ASPHALT PAVEMENT

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EXISTING ASPHALT/ PAVEMENT PARKING

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18"HDPE

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KEY NOTES

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CURB & GUTTER

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4" WIDE SINGLE SOLID WHITE LINE (SSWL)

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STANDARD DUTY ASPHALT PAVEMENT

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LANDSCAPE AREA (TYP.)

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REMOVE EXISTING CURB & GUTTER

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REMOVE EXISTING CURB

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COORDINATE WITH OWNER TO REMOVE AND REINSTALL FENCE GATE

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SAWCUT EXISTING CURB & GUTTER. TIE NEW EXISTING CURB & GUTTER TO EXISTING.

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PROPOSED LIGHT POLE. SEE SHEET 5.5..

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DROP INLET, TYPE A

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CONCRETE WHEEL STOP PLACED 2' FROM PARKING STALL STRIPE

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24" WIDE STOP BAR AND SIGN

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TYP.

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OPEN GRASS FIELD

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OPEN GRASS FIELD

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HOT ROLLED STEEL

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(2 REQD.) (TYP.)

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2 7/16 " STRAND WITH

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OF CURB OR 2-#3 REBAR

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5/8 " HOLES FOR

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1/2 " PINS 1'-6" LONG

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SIGNAGE

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"STOP" BAR SHALL BE 24" WIDE AND

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(SEE PLAN VIEW FOR LOCATIONS)

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WHITE REFLECTORIZED PAINT.

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12' FOOT LONG, OR AS SHOWN,

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EDGE OF TRAVEL WAY

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4' FROM EDGE OF TRAVELED WAY,

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TYP.

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A @ 28'

A @ 28' A @ 28'

A @ 28'

SLA @ 25'

SLA @ 25' SLA @ 25'

SLB @ 25'

LIGHT FIXTURE SCHEDULE - SITE LIGHTING

FIXTURE

TYPE FIXTURE NAME DESCRIPTION VOLTAGE

MAXIMUM

ALLOWED

WATTAGE LAMP TYPE

COLOR

TEMPERATURE

DELIVERED

LUMENS

ACCEPTABLE

MANUFACTURERS

SLA OFF GRID SOLAR SITE LIGHT 19”L X 11”W X 2.5 “H FIXTURE, HOUSING AND DOOR CONSTRUCTED OF LOW COPPER DIE CAST

ALUMINUM, PASSIVE COOLING HEATSINK INTEGRAL TO HOUSING, HOUSING IP65 RATED, LED

MODULES IP66 RATED, FULLY SEALED LED OPTIC LIGHT ENGINE, LM80 100,000 LIFE CYCLE WITH L70

LUMEN MAINTENANCE, PV PANEL IS ANODIZED ALUMINUM CONSTRUCTION FACTORY PRE-TILTED

WITH MONOCRYSTALLINE SILICONE SOLAR CELLS, 24V SILICON DIOXIDE BATTERY ENCLOSED IN A

ALUMINUM AND STEEL BASE POST TOP MOUNTED, MAXIMUM POWER POINT TRACKER (MPPT)

CHARGER

SOLAR PANEL OUTPUT, BATTERY CAPACITY AND SOLAR PANEL TILT ANGLE TO BE DETERMINED BY MANUFACTURER TO OBTAIN 100% LIGHT OUTPUT FOR ENTIRE DURATION OF DARKNESS BASED ON

NUMBER OF CLOUDY DAYS, SOLAR IRRADIANCE AND EPA WIND LOAD RATINGS FOR THE

GEOGRAPHICAL LOCATION OF FORT VALLEY GEORGIA

POLE HEIGHT TO BE BASED ON A LIGHT FIXTURE INSTALLED HEIGHT OF 25 FEET (INCLUDES

CONCRETE BASE) ABOVE GRADE, POLE TO BE ALUMINUM AND A WALL THICKNESS SELECTED BY

MANUFACTURE BASED ON HEIGHT, WIND SPEED, SOLAR SYSTEM SIZE AND TILT ANGLE

PD50 MOTION RESPONSE AND PROFILE DIMMING TO BE PROVIDED FOR EACH FIXTURE WITH INDIVIDUAL

FIXTURE CONTROL AND FACTORY PRESET TO 100% WITH MOTION OVERIDE AND 50% WITHOUT

TYPE 3M DISTRIBUTION

70 W LED 4000K 12000 GARDCO OPTI FORM SMALL SOLO

OPFS-SOL

SLB OFF GRID SOLAR SITE LIGHT SAME AS FIXTURE TYPE SLA ABOVE EXCEPT WITH TYPE 4M DISTRIBUTION 70 W LED 4000K 12000 GARDCO OPTI FORM SMALL SOLO

OPFS-SOL

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BOLLARD

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PMH

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FENCE GATE

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3" CREPE MYRTLE X 3

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10" WATEROAK

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NOTES: 1. CONTRACTOR TO PROVIDE LIGHTING AND FIXTURE AS SHOWN OR EQUIVALENT. SUBMIT MATERIALS AND SPECS TO OWNER (FVSU) FOR REVIEW AND APPROVAL PRIOR TO PURCHASING OR INSTALLATION. 2. GEOTECHNICAL CONFIRMATION OF SOIL PRESSURE AND COMPACTION IS REQUIRED FOR THE LIGHT POLE AND BASE PRIOR TO INSTALLATION. 3. POLE BASE AND HEIGHT SHALL MATCH EXISTING SURROUNDING LIGHTS. COORDINATION AND CONCURRENCE FROM FVSU IS REQUIRED PRIOR TO INSTALLATION.

WWWW

W W

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Du Ds1 Ds2 Ds3

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LOD

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A crushed stone pad located at the construction site exit to provide a place for removing mud from tires thereby protecting public streets.Co CONSTRUCTION

EXIT

(LABEL)

DuDu DUST CONTROL ON

DISTURBED AREAS

Controlling surface and air movement of dust on construction site, roadways and similar sites.

DISTURBED AREA

STABILIZATION (WITH

MULCHING ONLY)

Ds1Ds1

Establishing temporary protection for disturbed areas where seedlings may not have a suitable growing season to produce an erosion retarding cover.

Ds2Ds2

DISTURBED AREA

STABILIZATION (WITH

TEMP SEEDING)

Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.

DISTURBED AREA

STABILIZATION (WITH

PERM SEEDING)

Ds3Ds3

Establishing a permanent vegetative cover such as trees, shrubs, vines, grasses, or legumes on disturbed areas.

A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.Sd1 SEDIMENT

BARRIER

(INDICATE TYPE)

An impounding area created by excavating around a storm drain drop inlet. The excavated area will be filled and stabilized on completion of construction activities.

Sd2

INLET

SEDIMENT

TRAP

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PMH

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36RCP

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42RCP

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18CMP

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48CMP

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EXISTING ASPHALT/ PAVEMENT PARKING

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18"HDPE

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RIDGE

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MATCH EXISTING ELEVATION ALONG PAVEMENT EDGE

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CRUSHED STONE CONSTRUCTION EXIT

CROSS SECTION

HARD SURFACE PUBLIC ROAD

SEDIMENT TRAP (SEE NOTE 8)

CULVERT UNDER

ENTRANCE

(IF NEEDED)

DIVERSION RIDGE

(SEE NOTE 6)

COARSE AGGREGATE

(N.S.A. R-2 (1.5"-3.5") )

GEOTEXTILE UNDERLINER

TIRE WASH RACK AREA /

TIRE WASHERS

SUPPLY WATER TO WASH

WHEELS IF NECESSARY

GEOTEXTILE UNDERLINER

COARSE AGGREGATE (N.S.A. R-2)

ORIGINAL GRADE

CONCRETE WASHOUT BASIN

CONCRETE

WASHOUT

A A

6' O.C. MAX.

FASTENERS FOR SILT FENCES

18"

OVERLAP AT FABRIC ENDS

Table 6-27.2 Post Site

Type Min.

Length

Type of Post Size of Post

NS 4'-0"

Soft wood

Oak Steel

3" dia or 2x4 1.5" x 1.5"

1.15 lb./ft. min

S 4'-0" Steel Oak

1.15-1.25 lb./ft. min 2" x 2"

Table 6-27.3 Fasteners for Wood Posts

Gauge Crown Legs Staples / Post

Wire Staples 17 min. 3/4" wide 1/2" long 5 min.

Gauge Length Button Heads Nail / Post

Nails 14 min. 1" 3/4" 4 min.

Note: Filter Fabric may also be attached to the post by wire, cords, and pockets.

SILT FENCE - TYPE NON-SENSITIVE

SIDE VIEW

FRONT VIEW

Sd1-NS (TYPE A and B)

SECTION B-B

CURB INLET FILTER "PIGS IN BLANKET"

PLAN

Sd2-P

3' MIN.

12" MIN.

18" MIN.

FABRIC AND SUPPORTING FRAME FOR

1.5' MAX.

3' MAX.3' MAX.

STEEL FRAME AND SILT FENCE INSTALLATION

INLET PROTECTION Sd2-F

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PROFESSIONAL

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PE031074

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AutoCAD SHX Text NOTES: : 1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS. 2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND CROWN FOR POSITIVE DRAINAGE. 3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE). AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE). 4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6". GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6". 5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'. 6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%.. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN 2%.. 7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES. 8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE). 9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT SUITABLE FOR TRUCK TRAFFIC THAT FOR TRUCK TRAFFIC THAT REMOVE MUD AND DIRT. 10. MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.

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FLOW

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FLOW

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STRAW BALES

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2 WOOD OR METAL STAKES PER BALE

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WEDGE LOOSE STRAW BETWEEN BALES

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GRAVEL FILLED BAGS PLACED ON TOP OF PLASTIC LINER IN CORNERS

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16 GAUGE STEEL WIRE

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STAPLE DETAIL

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CONCRETE WASHOUT SIGN DETAIL

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PLAN

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BLACK LETTERS 6" HEIGHT

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LAG SCREWS ( ")12")

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SECTION A-A

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2 STAPLES PER BALE (SEE DETAIL BELOW)

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STRAW BALES (MAX 2 BALES HIGH)

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EXISTING GROUND

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PLASTIC LINER (10 MIL)

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BEGINNING OF

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FABRIC FENCE

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1. THE FABRIC AND WIRE SHOULD BE SECURELY FASTENED TO POSTS AND FABRIC ENDS

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MUST BE OVERLAPPED A MINIMUM OF 18" OR WRAPPED TOGETHER AROUND A POST TO

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PROVIDE A CONTINUOUS FABRIC BARRIER AROUND THE INLET.

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FRONT VIEWS - NOT TO SCALE

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WOOD POST WITH

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STAPLE PLACEMENT

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WOOD POST WITH

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NAIL PLACEMENT

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TOP VEIW - NOT TO SCALE

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END OF FABRIC

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FENCE

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FABRIC

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POST

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FABRIC

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TRENCH

AutoCAD SHX Text NOTES: : 1. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN. 2. HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION HEIGHT (*) IS TO BE SHOWN ON THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN.

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%%UNOTES:

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1. INSTALL FILTER AFTER ANY

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ASPHALT PAVEMENT INSTALLATION.

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2. WRAP 8" CONCRETE BLOCKS IN

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FILTER FABRIC AND SPAN ACROSS

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CATCH BASIN INLET.

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3. FACE OPENINGS IN BLOCKS

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OUTWARD.

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4. LEAVE A GAP OF APPROXIMATELY

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4 INCHES BETWEEN THE CURB

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AND THE FILTERS TO ALLOW FOR

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OVERFLOW TO PREVENT

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HAZARDOUS PONDING.

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5. INSTALL OUTLET PROTECTION

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BELOW STORM DRAIN OUTLETS.

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8" CONCRETE BLOCKS

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WRAPPED IN FILTER FABRIC

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CATCH BASIN

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PAVEMENT

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CURB APRON (GUTTER)

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CURB

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PAVEMENT

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8" CONCRETE

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BLOCK WRAPPED

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IN FILTER FABRIC

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CATCH BASIN

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GUTTER

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GUTTER

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8" CONCRETE BLOCK

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WRAPPED IN FILTER FABRIC

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CURBING

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CATCH BASIN

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1. DESIGN IS FOR SLOPES NO GREATER THAN 5%%%

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(NOT DESIGNED FOR CONCENTRATED FLOWS).

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2. THE STEEL POSTS SUPPORTING THE SILT FENCE

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MATERIAL SHOULD BE SPACED EVENLY AROUND

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THE PERIMETER OF THE INLET (MAXIMUM OF 3'

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APART).

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3. THE STEEL POSTS SHOULD BE SECURELY DRIVEN

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AT LEAST 18" DEEP.

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4. THE FABRIC SHOULD BE ENTRENCHED AT LEAST

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12" AND THEN BACKFILLED WITH CRUSHED STONE

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OR COMPACTED SOIL.

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FABRIC WITH WIRE-BACKING SUPPORT

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GATHER EXCESS AT CORNERS

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WIRE-BACKING

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*FABRIC ENTRENCHED AT

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LEAST 12" AND BACKFILLED

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WITH CRUSHED STONE OR

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COMPACTED SOIL.

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BURIED FABRIC

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STAKE

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CRUSHED STONE OR COMPACTED SOIL

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DROP INLET WITH GRATE

FILTER FABRIC

2'-0"

7'- 0"

3'- 0"

LIGHT POLE, IN SAME FINISH AS FIXTURE, CAPABLE OF

WITHSTANDING 110 MPH WINDS WITH AN EXPOSURE

CATEGORY C.

HANDHOLE

#6 GROUNDING WIRE BOLTED TO POLE

BASE COVER PLATE

POLE BASE PLATE

GROUT UNDER BASE PLATE AFTER POLE IS PLUMB

FINISHED GRADE

ANCHOR BOLTS

EXOTHERMIC CONNECTION

#6 BARE COPPER GROUND IN 1/2" PVC

CONDUIT, SIZE AS REQUIRED

5/8"∅ x 10'-0" COPPER CLAD STEEL GROUND

ROD,

MINIMUM 2'-0" BELOW GRADE

NOTES:

VERIFY ANCHOR BOLT PATTERN AND LOCATIONS WITH MANUFACTURER'S TEMPLATE PRIOR TO BASE

CONSTRUCTION.

PROVIDE 3000 PSI NORMAL WEIGHT CONCRETE. POLE BASE IS DESIGNED BASED ON ASSUMED SOIL

BEARING PRESSURE OF 2000 PSF IN THE PROJECT AREA.

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LIGHT-DUTY ASPHALT PAVEMENT SECTION

STORM SEWER BEDDING DETAIL FOR NON-CONCRETE PIPE

MINIMUM TRENCH WIDTHS

Pipe Diameter in. Trench Width in.

4-8 * 10 24 12 28 15 35 18 43 24 56 30 60 36 65 42 84 48 91 54 97 60 103

*Usually dependent on smallest bucket size available.

POLE BASE DETAIL

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PROFESSIONAL

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6" GRADED AGGREGATE BASE

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COMPACT UPPER 2 FEET OF SUBGRADES CONSISTING OF

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SUBGRADE - 95% MAX. DRY DENSITY

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SUBGRADE - 98%%% MAX. DRY DENSITY, UPPER 12"

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APPROVED FILL IN 6" COMPACTED LIFTS.

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100% MAX DRY DENSITY

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1.5" 9.5 MM SUPERPAVE ASPHALT TOPPING

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137.5 LBS/SQ. YD.

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TACK COAT - .035 GAL/SA. YD

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1.5" 19 MM SUPERPAVE

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165 LBS/SQ. YD.

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MINIMUM TRENCH WIDTHS

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MINIMUM TRENCH WIDTHS

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AutoCAD SHX Text Outer bedding materials with compaction each side, same requirements as haunch

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AutoCAD SHX Text NOTES: 1. ALLOWABLE GRANULAR MATERIALS SHALL BE GRADED AGGREGATE BASE, ALLOWABLE GRANULAR MATERIALS SHALL BE GRADED AGGREGATE BASE, CRUSHER RUN, GADOT FOUNDATION BACKFILL MATERIAL TYPE II, OR GADOT MECHANICALLY STABILIZED EMBANKMENT BACKFILL. 2. CONTRACTOR SHALL FOLLOW LOCAL DESIGN MANUAL FOR ALL CONTRACTOR SHALL FOLLOW LOCAL DESIGN MANUAL FOR ALL NECESSARY COMPACTION AND TESTING/INSPECTING SPECIFICATIONS AND REQUIREMENTS. 3. IF THE SOIL IN THE BOTTOM OF THE TRENCH IS DETERMINED TO BE IF THE SOIL IN THE BOTTOM OF THE TRENCH IS DETERMINED TO BE UNSUITABLE, THE TRENCH SHALL BE OVEREXCAVATED TO A DEPTH OF 12 INCHES AND BACKFILL TO THE BOTTOM OF THE PIPE WITH NO. 57 STABILIZATION STONE.

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N.T.S.

Sheets and Views

1 COVER

2 GENERAL NOTES

3 EXISTING CONDITIONS PLAN

4 SITE PLAN

5 PHOTOMETRY

6 GRADING, DRAINAGE & EROSION CONTROL PLAN

7 EROSION CONTROL DETAILS

8 CONSTRUCTION DETAILS

G210060.HPE.01.SITE-SITE.pdf

Sheets and Views

SITE

File details come from the government source that posted it. Updated Apr 30, 2026.