20260526214946873 1273-Bid Set 052626.pdf

PDF 25 MB Posted May 27, 2026

Attached to: Crystal Lakes Driving Range Improvements
Solicitation number: 142497
Issued by: Spartanburg County, South Carolina

About this file

Written by GovTribe AI · Jun 9, 2026

This is a construction bid set for the Crystal Lakes Golf Course Driving Range Improvements project in Sumter, South Carolina, prepared by The Landplan Group South, Inc., a professional engineering firm registered with the state. The project involves comprehensive repairs and improvements to the existing driving range at Crystal Lakes Golf Course located at 1305 Clara Louise Kellogg Drive, Sumter, SC 29153, spanning three tax map parcels (230-00-02-038, -044, and -010). Work includes realignment of the existing driving range, tree removal, and construction of three new structures: a 607-square-foot driving range training room, a 607-square-foot ball catcher storage room, and a 2,470-square-foot open-air covered driving range mats structure (lean-to). The project also encompasses site development work including installation of new cart paths (minimum 8 feet wide asphalt), parking spaces, concrete sidewalks, driving range netting (30-foot and 60-foot tall), yardage island berms, putting green, bermuda sod, and landscape improvements. The disturbed area totals 9.0 acres of the 177-acre parcel, with 80 percent of the site remaining as open space.

The bid set includes complete construction documents with site plans, grading plans, stormwater pollution prevention plans (SWPPP), architectural drawings, structural plans, plumbing, HVAC, and electrical plans, prepared as of May 22, 2026. The project is jointly situated between the City of Sumter and Sumter County, with portions zoned as HI (High Impact-County) and AC (Agriculture-City limits). The Stormwater and Erosion Control Notes specify a multi-phase construction sequence requiring NPDES coverage, pre-construction conference with a certified inspector, implementation of sediment and erosion control best management practices, and weekly inspections until final stabilization. The contractor is responsible for field staking, coordination with park staff via bi-monthly meetings, utility relocation coordination, traffic maintenance, shop drawings and samples submission, and all debris disposal and fill material hauling. Water and sewer services will be provided by the City of Sumter Public Works following demolition. The project owner is Sumter County, with the civil engineer and landscape architect being The Landplan Group South, Inc., and the architectural design by Bell Architects RLLC.

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VICINITY MAP NTS

SITE

SITE DEVELOPMENT

CONSTRUCTION DRAWINGS

CRYSTAL LAKES GOLF COURSE

DRIVING RANGE IMPROVEMENTS

1305 CLARA LOUISE KELLOGG DR.

SUMTER, SC 29153

TMS# 230-00-02-038, -044 & -010

FOR BID

REVISED 5/22/2026

SHEET INDEX

C000 COVER AND INDEX SHEET

C100 NOTES

C100A,B EXISTING CONDITIONS & DEMOLITION PLAN

C200A,B SITE PLAN

C201 SITE DETAILS

C300A,B GRADING PLAN

C400A,B SWPPP

C401 SWPPP DETAILS

ARCHITECTURE

CI 1.1 BUILDING CODE INFORMATION

A 1.1 OVERALL PLAN, ELEVATION & ROOF

A 1.2 PAVILION FLOOR AND CEILING PLAN

A 4.1 PAVILION ELEVATIONS

A 5.1 PAVILION BUILDING SECTIONS

A 6.1 WALL SECTIONS

S 0.0 GENERAL NOTES

S 0.1 SPECIAL INSPECTIONS

S 1.0 OVERALL & FOUNDATION PLANS

S 2.0 ROOF FRAMING PLAN

S 3.0 SECTIONS

S 4.0 DETAILS

P 1.1 DRIVING RANGE PAVILION - PLUMBING PLAN

M 1.1 PROPOSED HVAC FLOOR PLAN

E-1 ELECTRICAL NOTES & LEGEND

E-2 PANEL SCHEDULES & RISER DIAGRAM

E-3 OVERALL ELECTRICAL PLAN

E-4 ENLARGED POWER & LIGHTING PLAN

E-5 ELECTRICAL DETAILS

S 1.1 SITE DIAGRAM

SUMTER COUNTY

13 E. CANAL ST.

SUMTER, SC 29150

Bobby Galloway, rgalloway@sumtercountysc.gov 803.436.2100

THE LANDPLAN GROUP SOUTH, INC.

1206 SCOTT STREET

COLUMBIA, SC 29201

PHONE: 803.256.0562

WWW.LANDPLANSOUTH.COM

Charles Howell, Jr. chowell@landplansouth.com 803.256.0562

SUMTER UTILITES LOCATE

803.436.2558

PROPERTY OWNER:

SUMTER COUNTY

13 E. CANAL STREET, SUMTER SC 29150

PROJECT:

CRYSTAL LAKES GOLF COURSE - DRIVING RANGE IMPROVEMENTS

PROPERTY ADDRESS:

1305 CLARA LOUISE KELLOGG DR.

TAX MAP NUMBER:

230-00-02-038, -044 & -010

ZONING DISTRICT:

-038 & -044 ZONED HI (COUNTY)

-010 ZONED AC (INSIDE CITY LIMITS)

PROJECT IS PARTIALLY WITHIN THE CITY OF SUMTER

YARD AND BUILDING SET BACK REQUIREMENTS:

TBD

PARCEL SIZE:

±177 ACRES

DISTURBED AREA:

±9.0 ACRES

PERCENTAGE OF OPEN SPACE ON SITE:

±80% OPEN SPACE

PARKING PROVIDED:

N/A

FEMA FLOOD INFORMATION:

FIRM:45085C0303E

ZONE:X

EFFECTIVE DATE: 10-27-22

WE ACKNOWLEDGE THE PRESENCE OF THE SUMTER OVERLAY ZONE,

IF APPLICABLE

SUMTER GENERAL INFORMATION

PROJECT OWNER

CIVIL ENGINEER/LANDSCAPE ARCHITECT

LOCATION MAP NTS

SITE

(PROJECT FALLS BETWEEN THE CITY OF SUMTER AND SUMTER COUNTY)

REPAIR AND IMPROVEMENTS TO EXISTING DRIVING RANGE AT CRYSTAL LAKES GOLF

COURSE. WORK INCLUDES RE-ALIGNMENT OF EXISTING DRIVING RANGE, TREE REMOVAL.

AND NEW DRIVING RANGE TRAINING ROOM (607SF), BALL CATCHER STORAGE ROOM (607SF),

AND OPEN AIR-COVERED DRIVING RANGE MATS (LEAN TO) (2,470SF)

PROJECT DESCRIPTION

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JOB NO:

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DRAWN:

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DESIGNED:

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APPROVED:

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DATE:

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SCALE:

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NO.

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REVISIONS

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DATE:

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BY.

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APPD.

AutoCAD SHX Text Z:\Drawings\1200's\1273-Crystal Lakes Driving Range\Drawings\crystal lakes con 10.dwg

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SEE GRAPHIC SCALE

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WES

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WES

AutoCAD SHX Text 05/22/2026

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Landscaping Notes

Layout Notes

Demolition and Site Preparation

General Notes

Stormwater Sewer Lines, Structures & Electric Utilities

Sidewalk, Paving, and Grading

1. IF NECESSARY, SLOPES WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO GRASSING/HYDROSEEDING. IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED

UNTIL THE SLOPE IS BROUGHT TO GRADE.

2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW.

2.1. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES MUST BE

INITIATED AS SOON AS PRACTICABLE.

2.2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY CEASED, AND EARTH-DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE.

3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. F PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY INSTALLED, THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION

REQUIRED TO CORRECT THE BMP WITHIN 48 HOURS OF IDENTIFICATION.

4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED

TO REMOVE ANY SEDIMENTS BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.

5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION, IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE

CONSTRUCTION IS COMPLETED AND THE SITE IS STABILIZED.

6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE TRACKING OF MUD ONTO PAVED ROADWAY(S) FROM CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.

7. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH S.C.

REG. 72-300 ET SEQ AND SCR100000.

8. TEMPORARY DIVERSION BERMS AND/OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT WORK AREAS FROM UPSLOPE RUNOFF AND/OR DIVERT SEDIMENT LADEN WATER TO APPROPRIATE TRAPS OR STABLE OUTLETS.

9. ALL WATERS OF THE STATE (WoS), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50-FT BUFFER CAN'T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WoS. A 10-FT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT FENCE AND ALL WoS.

10. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT

SOURCE IN STORM WATER DISCHARGES.

11. A COPY OF THE SWPPP, INSPECTION RECORDS, AND RAINFALL DATA MUST BE RETAINED AT THE CONSTRUCTION SITE OR A NEARBY LOCATION EASILY ACCESSIBLE DURING NORMAL BUSINESS HOURS, FROM THE DATE OF COMMENCEMENT OF CONSTRUCTION ACTIVITIES TO THE DATE THAT THE FINAL

STABILIZATION IS REACHED.

12. INITIATE STABILIZATION MEASURES ON ANY EXPOSED SLOPE (3H:1V OR GREATER) WHERE LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR

TEMPORARILY CEASED, AND WILL NOT RESUME FOR A PERIOD OF SEVEN (7) CALENDAR DAYS.

13. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.

14. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE.

15. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMPs (SEDIMENT BASIN, FILTER BAG, ETC.).

16. THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:

16.1. WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL

16.2. WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FROM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION

MATERIALS

16.3. FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE

16.4. SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING

17. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION SITE. INSPECTIONS TO BE PERFORMED BY A SCDHEC CEPSCI

CERTIFIED INSPECTOR.

18. IF EXISTING BMPs NEED TO BE MODIFIED OR IF ADDITIONAL BMPs ARE NECESSARY TO COMPLY WITH THE REQUIREMENTS OF THIS PERMIT AND/OR SC'S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS IMPRACTICABLE, THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMPs MUST BE

IMPLEMENTED AS SOON AS REASONABLY POSSIBLE.

19. A PRE-CONSTRUCTION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE SWPPP PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS THAT DISTURB MORE THAN 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD ON-SITE

UNLESS THE DEPARTMENT HAS APPROVED OTHERWISE.

20. SILT FENCING LINE ON EROSION CONTROL PLAN SHEETS ARE SHOWN FOR GRAPHICAL PURPOSES. SILT FENCING SHALL BE PLACED AT THE LIMITS OF

DISTURBANCE

1. WASTE DISPOSAL. NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, SHALL BE DISCHARGED TO WATERS OF SOUTH CAROLINA, EXCEPT AS

AUTHORIZED BY A SECTION 404 PERMIT.

2. OFFSITE VEHICLE TRACKING OF SEDIMENTS AND THE GENERATION OF DUST SHALL BE MINIMIZED.

3. STATE AND/OR LOCAL WASTE DISPOSAL AND SANITARY SEWER REGULATIONS SHALL BE FOLLOWED.

4. PROPER APPLICATION RATES AND METHODS FOR FERTILIZERS ARE TO BE USED AT THE CONSTRUCTION SITE TO INSURE PROPER NUTRIENT MANAGEMENT

CONTROL.

5. USE OF PESTICIDES SHALL BE IN ACCORDANCE WITH STATE/FEDERAL/LOCAL REGULATIONS.

6. REQUIREMENTS FOR CONTROLLING AND DISPOSAL OF CHEMICALS, HAZARDOUS SUBSTANCES AND OIL SHALL MEET LOCAL/STATE/FEDERAL

REQUIREMENTS.

7. CONTRACTOR TO USE PROPER TECHNIQUES FOR DEWATERING AND FLUSHING OF LINES WITH CONTROLS TO ASSURE THAT WATER QUALITY IS NOT

IMPACTED.

8. THE CONSTRUCTION SITE WITH ASSOCIATED LAYDOWN AND FABRICATION AREAS SHOULD BE CONSIDERED UNDER THE SCOPE OF THE STORMWATER MANAGEMENT PLAN. THE LOCATION OF DROP INLETS, CONCENTRATED FLOW AREAS, AND WETLANDS/WATERS OF THE STATE DOWNSTREAM OF THESE

AREAS SHALL BE IDENTIFIED PRIOR TO WORK.

9. CONCRETE TRUCK WASH OUT AREAS ARE TO BE DESIGNATED AND PROVISIONS TAKEN TO PREVENT IMPACT TO WATERS OF THE STATE. WASTE SHALL BE

DISPOSED OF PER STATE/FEDERAL/LOCAL REGULATIONS.

10. POLLUTANTS WITH POTENTIAL TO BE EXPOSED TO STORMWATER IN THE WORK AREA, LAYDOWN AREAS OR FABRICATION AREA ARE REQUIRED TO BE PROTECTED USING BEST MANAGEMENT PRACTICES. THIS WOULD INCLUDE APPROPRIATE CONTAINMENT DIKES, USE OF CLAMSHELL TYPE CONTAINERS, STORAGE OF MATERIALS IN SHEDS, MINIMIZING POLLUTANTS ON SITE, ETC. PROPER SPILL CONTAINMENT AND CLEANUP SHALL BE ADDRESSED PRIOR TO WORK AND TRAINING SHALL BE DOCUMENTED. THE RESPONSIBILITIES FOR SPILL CLEANUP AND REPORTING SHALL BE DEFINED. CONTINGENCY PLANS AS APPLICABLE SHALL BE IMPLEMENTED AND BE POSTED APPROPRIATELY. SPILL KITS RELATIVE TO POLLUTANTS EXPECTED ON SITE SHALL BE AVAILABLE.

SPILL CONTACTS (AGENCY NAME/PHONE NUMBER) RELATIVE TO THE POTENTIAL POLLUTANT USED ON SITE SHALL BE LISTED IN THE PLAN.

11. WHERE POSSIBLE, LAYOUT OF SITE SHALL UTILIZE BEST MANAGEMENT PRACTICES TO LOCATE ACTIVITIES WITH SIGNIFICANT POTENTIAL IN PLACES LESS PRONE TO IMPACT TO SENSITIVE AREAS DOWNSTREAM OF THE CONSTRUCTION SITE. THIS WOULD INCLUDE AVOIDING STORING POTENTIAL POLLUTANTS NEAR DROP INLETS, OUTFALLS, OR AREAS PRONE TO CONCENTRATED FLOW. ACTIVITIES HAVING A HIGH POTENTIAL OF POLLUTANT EXPOSURE SHOULD BE PERFORMED USING BEST MANAGEMENT PRACTICES (BMP) SUCH AS USING TEMPORARY SHEDS OR COVERINGS, LOCATING WORK SUCH THAT AREA DOWNSTREAM OF ACTIVITY IS WELL VEGETATED TO ALLOW FOR VEGETATIVE FILTERING OR OTHER REASONABLE MEASURES BMPS. WHERE FEASIBLE

CONSIDER PERFORMING THESE OPERATIONS AT OFFSITE ESTABLISHED FABRICATION AREAS.

Sequence of Construction ITEMS MUST OCCUR IN THE ORDER LISTED; ITEMS CANNOT OCCUR CONCURRENTLY UNTIL SPECIFICALLY NOTED. IF ITEMS DESCRIBED BELOW ARE NOT A

PART OF THE SWPPP CONTRACTOR TO ADDRESS NEXT ITEM ON THIS LIST.

1. RECEIVE NPDES COVERAGE FROM DHEC.

2. NOTIFY SUMTER CITY-COUNTY'S STORMWATER MANAGEMENT OFFICE 48 HOURS PRIOR TO BEGINNING LAND-DISTURBING ACTIVITIES.

3. PRE-CONSTRUCTION MEETING (ON-SITE). A REPRESENTATIVE FROM THE SUMTER COUNTY'S STORMWATER MANAGEMENT OFFICE MUST BE PRESENT

AT THE ON-SITE PRE-CONSTRUCTION MEETING.

4. INSTALLATION OF CONSTRUCTION ENTRANCES.

5. CLEARING AND GRUBBING ONLY AS NECESSARY FOR INSTALLATION OF PERIMETER CONTROLS.

6. INSTALLATION OF PERIMETER CONTROLS SUCH AS SILT FENCING.

7. CLEARING AND GRUBBING ONLY IN AREAS OF BASINS/PONDS.

8. INSTALLATION OF BASINS/TRAPS/PONDS AND INSTALLATION OF DIVERSIONS TO THOSE STRUCTURES. OUTLET STRUCTURES MUST BE COMPLETELY

INSTALLED AS SHOWN ON THE DETAILS BEFORE PROCEEDING TO NEXT STEP; AREAS DRAINING TO THESE STRUCTURES CANNOT BE DISTURBED UNTIL

THE STRUCTURES AND DIVERSIONS TO THE STRUCTURE ARE COMPLETELY INSTALLED.

9. INSTALLATION OF SILT FENCING AROUND NEW BASINS/PONDS.

10. CLEARING AND GRUBBING OF SITE OR DEMOLITION.

11. ROUGH GRADING.

12. INSTALLATION OF STORM DRAIN SYSTEM AND PLACEMENT OF INLET PROTECTION AS EACH INLET IS INSTALLED.

13. FINE GRADING, PAVING, ETC.

14. PERMANENT/FINAL STABILIZATION.

15. INSTALLATION OF POST PAVING INLET PROTECTION.

16. CLEAN-OUT OF DETENTION BASINS/PONDS THAT WERE USED AS SEDIMENT CONTROL STRUCTURES AND RE-GRADING OF DETENTION BASINS/POND

BOTTOMS; IF NECESSARY. MODIFICATION OF SEDIMENT BASIN RISER TO CONVERT TO DETENTION BASIN OUTLET STRUCTURE.

17. REMOVAL OF TEMPORARY SEDIMENT AND EROSION CONTROL MEASURES AFTER ENTIRE AREA DRAINING TO THE STRUCTURE IS FINALLY STABILIZED

(THE DEPARTMENT RECOMMENDS THAT THE PROJECT OWNER/OPERATOR HAVE THE SWPPP PREPARER OR REGISTRATION EQUIVALENT APPROVE

THE REMOVAL OF TEMPORARY STRUCTURES.)

18. PERFORM AS-BUILT SURVEYS OF ALL DETENTION STRUCTURES AND SUBMIT TO SCDHEC OR MS4 FOR ACCEPTANCE.

19. SUBMIT NOTICE OF TERMINATION (NOT) TO DHEC AS APPROPRIATE.

· NOTE: IF NPDES COVERAGE IS BEING ISSUED AFTER LAND-DISTURBING ACTIVITIES HAVE ALREADY STARTED (E.G., IN RESPONSE TO A NOTICE TO COMPLY, NOTICE OF VIOLATION, OR ENFORCEMENT ACTION), THEN THE CONSTRUCTION SEQUENCE MUST SPECIFICALLY INDICATE THE ITEMS THAT HAVE ALREADY OCCURRED AND THE ITEMS THAT WILL BE OCCURRING AFTER NPDES COVERAGE IS ISSUED.

· NOTE: IF FLOWS FROM OFFSITE AREAS WILL BE DIVERTED AROUND THE SITE AND THE ON-SITE STRUCTURES ARE NOT DESIGNED TO HANDLE FLOWS FROM THE OFFSITE AREAS, THEN THE DIVERSION/PIPING FOR THE OFFSITE FLOWS MUST BE INSTALLED BEFORE LAND-DISTURBING ACTIVITIES BEGIN ON THE SITE; INCLUDE THIS IN THE SEQUENCE. SEDIMENT AND EROSION CONTROL MEASURES FOR THE DISTURBED AREAS FOR THE DIVERSION/PIPING MUST BE INSTALLED BEFORE THOSE AREAS ARE DISTURBED AND SHOULD BE SHOWN ON THE PLANS.

· NOTE: IF AN EXISTING DETENTION/SEDIMENT BASIN IS BEING MODIFIED TO HANDLE THE FLOWS FROM THE PROPOSED DEVELOPMENT, THEN IT MUST BE MODIFIED BEFORE LAND-DISTURBING ACTIVITIES BEGIN ON THE SITE. THIS SHOULD BE INCLUDED IN THE SEQUENCE.

· NOTE: INCLUDE INDIVIDUAL LOT DEVELOPMENT/CONSTRUCTION IN THE SEQUENCE IF THE SITE WILL NOT BE MASS-GRADED.

· NOTE: INSTALLATION OF SOME PERMANENT WATER QUALITY DEVICES SHOULD OCCUR AFTER THE SITE IS STABILIZE; INCLUDE THIS IN THE SEQUENCE.

CLEAN OUT OF OTHER WATER QUALITY DEVICES THAT WERE USED.

· NOTE: MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES MUST CONTINUE UNTIL THE SITE IS PERMANENTLY STABILIZED AND THE

CONTROLS ARE REMOVED.

Sumter County Notes

Pollution Prevention + Best Management Practices

Erosion Control Notes THIS DRAWING IS BASED ON A SURVEY DONE BY: BLACK RIVER LAND SURVEYING, LLC C/O LOUIS TISDALE 2305 MAYES OPEN ROAD, MAYESVILLE ,SC 29104.

803-453-6061 ltisdale@sumtersuveyor.com. NOTE, SOME DATA USE ASSUMED ELEVATIONS AND SOME USE STATE PLANE COORDINATES. PLEASE REFERENCE

BENCH MARKS ON PLANS AND CONTACT SURVEYOR WITH ANY QUESTIONS.

THE CONTRACTOR SHALL PROVIDE HIS OWN LINE AND GRADE.

THE CONTRACTOR SHALL COORDINATE BI-MONTHLY MEETINGS BETWEEN THE CONTRACTOR AND PARK STAFF. THE CONTRACTOR SHALL BE PREPARED TO

DISCUSS PROGRESS AND SCHEDULE AT THESE MEETINGS.

THE CONTRACTOR IS RESPONSIBLE FOR FIELD STAKING ALL CONSTRUCTION ELEMENTS AND REVIEWING THIS LAYOUT WITH THE OWNER PRIOR TO BEGINNING

ANY CONSTRUCTION.

THE CONTRACTOR IS ADVISED THAT THE LOCATION OF THE WORK SHOWN ON THE DRAWINGS IS SUBJECT TO SLIGHT ADJUSTMENT IN THE FIELD TO AVOID NEW AND EXISTING UTILITIES AND AS FIELD CONDITIONS DICTATE. ALL CHANGES SHALL BE AUTHORIZED BY THE ENGINEER AND OWNER. THERE WILL BE NO ADDITIONAL COMPENSATION FOR MAKING THESE ADJUSTMENTS UNLESS THE ADJUSTMENT CHANGES THE SCOPE OF THE WORK AS STATED IN THE GENERAL

CONDITIONS.

THE CONTRACTOR SHALL MAINTAIN TRAFFIC IN ALL DIRECTIONS AT ALL TIMES. ANY TRAFFIC REROUTING SHALL BE SUBMITTED TO THE SCDOT AT 803-778-5466 AND THE CITY OF SUMTER AT 803-436-2558 FOR APPROVAL PRIOR TO ANY LANE CLOSURES OR REROUTING OF TRAFFIC. IN ADDITION THE CONTRACTOR SHALL NOTIFY THE OWNER, FIRE DEPARTMENT, POLICE DEPARTMENT, AND ANY OTHER EMERGENCY AGENCIES OF OF ANY CLOSURE AND

TRAFFIC ROUTINGS AT LEAST 24 HOURS PRIOR TO ANY CLOSURES.

THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND SAMPLES FOR ALL MATERIALS AND EQUIPMENT TO BE INSTALLED PRIOR TO ORDERING.

WHERE NEW CONSTRUCTION IS TO TAKE PLACE, THE CONTRACTOR IS RESPONSIBLE FOR RELOCATING ANY MATERIAL, I.E. SIGNAGE, LIGHT POLE, ETC., AT HIS

OR HER OWN COST.

ALL UNDERGROUND CONSTRUCTION SHALL BE COMPLETED AND ACCEPTED PRIOR TO NEW SURFACE CONSTRUCTION.

ALL STRUCTURES ADJACENT TO BRICK AND CONCRETE PAVEMENT SHALL HAVE EXPANSION MATERIAL BETWEEN THE STRUCTURE AND THE NEW OR EXISTING

PAVEMENT.

FOR IRRIGATION PLAN NOTES, SEE DETAIL SHEET 56.

FOR PLANTING NOTES SEE BELOW. FOR PLANTING SCHEDULE SEE DETAIL SHEET 56.

ALL WORK SHALL MEET OR EXCEED SCDOT SPECIFICATIONS.

THE CONTRACTOR SHALL BE AWARE THAT THE CITY OF SUMTER PUBLIC WORKS AT 803-436-2558 WILL BE PROVIDING WATER AND SEWER SERVICE TO THE NEW RESTROOM BUILDINGS. THIS WORK WOULD BE DONE AFTER DEMOLITION BUT BEFORE INSTALLATION OF THE NEW WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE CITY AND ALLOW UP TO FOUR (4) HOURS FOR EACH SERVICE AND METER BOX ONE (1) DAY FOR EACH FIRE

HYDRANT. THIS WORK IF ANY WOULD BE COVERED UNDER MOBILIZATION.

ALL SIGNAGE AFFECTED BY PROJECT MUST BE PLACED IN ORIGINAL LOCATION AT END OF PROJECT.

CONSTRUCTION LIMITS OF PROJECT ARE PROPERTY LINES AND RIGHT-OF-WAY LINES AND THE EXTENT OF WORK SHOWN ON THE PLANS, WHICHEVER IS LARGEST IN SCOPE. THE CONTRACTOR WILL BE RESPONSIBLE FOR DAMAGE TO EXISTING BUILDINGS AND STRUCTURES CAUSED BY THE DEMOLITION AND/OR CONSTRUCTION PROCESS. THE DEMOLITION LINE AT THE PROJECT LIMITS SHALL BE A CLEAN, SAW CUT LINE WITHOUT IRREGULARITIES. THE CITY AND/OR

ENGINEER SHALL APPROVE THIS LINE PRIOR TO COMMENCEMENT OF DEMOLITION.

THE LIMIT OF DEMOLITION AND SITE PREPARATION IS AS SHOWN ON THE DRAWINGS AND HAS BEEN LOCATED TO PROVIDE SUFFICIENT AREA FOR INSTALLING THE NEW WORK. ANY DEMOLITION THAT OCCURS OUTSIDE OF THESE LIMITS WILL BE AT THE CONTRACTORS EXPENSE UNLESS APPROVAL HAS BEEN

GRANTED BY THE OWNER.

CONTRACTOR TO COORDINATE WITH SUMTER COUNTY AND CITY OF SUMTER FOR DEMOLITION OF EXISTING SIDEWALK AND WATER AND SEWER FACILITIES, THROUGHOUT THE PROJECT.

ALL EXISTING ITEMS DESIGNATED TO BE REMOVED AND SALVAGED, SUCH AS SIGNS, DRAINAGE, GRATES, WHEEL STOPS, ETC., SHALL BE DELIVERED TO SUMTER COUNTY'S DESIGNATED STORAGE YARD FACILITY, AT NO ADDITIONAL COST TO THE OWNER.

THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATING SERVICE AT 1-888-721-7877 AND THE CITY OF SUMTER AT 803-436-2558 BEFORE

EXCAVATING AS REQUIRED BY THE SUPPLEMENTAL CONDITIONS AND SOUTH CAROLINA LAW.

DISPOSAL OF MATERIALS OFF-SITE AND HAULING OF FILL MATERIAL THAT IS REQUIRED FOR CONSTRUCTION SHALL BE FULL RESPONSIBILITY OF THE

CONTRACTOR.

ANY AREAS DISTURBED BY CONSTRUCTION NOT COVERED BY NEW WORK SHALL BE PLACED IN PERMANENT GRASS SOD OR HYDROSEED AT NO ADDITIONAL

COST TO THE OWNER. SEE LANDSCAPE PLAN FOR SOD AND HYDROSEED LIMITS.

CONTRACTOR SHALL COMPLETELY DEMOLISH, REMOVE, AND DISPOSE OF PAVEMENT, FOUNDATIONS, CURB, AND SIDEWALK AS NECESSARY TO INSTALL THE NEW WORK. THE LIMIT SHOWN ON THE DEMOLITION PLAN INDICATES THE SCOPE TO BE PAID BY UNIT PRICE IN THE CONTRACT. DEMOLITION AND REPLACEMENT BEYOND THIS LIMIT SHALL BE AT THE CONTRACTORS EXPENSE UNLESS SPECIFICALLY APPROVED BY THE OWNER OR ENGINEER.

PAYMENT FOR DEMOLITION IS FOR REMOVAL OF CONCRETE, TREES AND SHRUBS OR OTHER HARD SURFACES. THE CONTRACTOR WILL NOT BE PAID FOR

GRASS OR EARTH AREAS TO BE GRADED AND/OR REPLACED.

SIDEWALK AND CURB & GUTTER TO BE REMOVED AND REPLACED FROM JOINT TO JOINT.

CONTRACTOR TO SAWCUT EXISTING ASPHALT FOR SMOOTH JOINT NOT ALIGNED WITH WHEEL PATH.

EXISTING OVERHEAD & UNDERGROUND UTILITIES ARE SHOWN ON THE DRAWINGS BASED ON THE BEST AVAILABLE INFORMATION PROVIDED BY THE SURVEYOR. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH THE UTILITY COMPANIES PRIOR TO ANY EXCAVATION TO VERIFY ACTUAL FIELD LOCATION, PROTECTION AND/OR RELOCATION OF EXISTING UTILITY LINES IN CONFLICT OR ADJACENT TO THE PROPOSED WORK.

CONTRACTOR TO COORDINATE WITH BLACK RIVER ELECTRIC COOPERATIVE AND COMMUNICATION UTILITIES FOR RELOCATION OF UTILITIES.

ALL DIMENSIONS ARE TAKEN FROM FACE OF CURB OR WALL UNLESS OTHERWISE NOTED.

LAYOUT PLANS AND THE DETAILS SHEETS SHOW THE LAYOUT FOR THE WORK TO BE DONE. IF IT IS DISCOVERED THAT THERE IS A DIFFERENCE BETWEEN SCALED DIMENSIONS AND LAYOUT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR CLARIFICATION.

THE CONTRACTOR SHALL LAYOUT ENTIRE JOB TO BE REVIEWED BY THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO BEGINNING ANY CONSTRUCTION.

THE NEW SIDEWALKS, ROADS, LANDSCAPED ISLANDS AND CROSSWALKS SHALL BE GRADED IN ACCORDANCE WITH THE PROPOSED ELEVATIONS SHOWN IN THE GRADING AND DRAINAGE PLANS. IN CASES WHERE THE GRADES ARE NOT SHOWN, THE PROPOSED GRADE WILL BE INTERPOLATED BETWEEN SPOT ELEVATIONS. GENERALLY, THE FINISHED SURFACES ARE GRADED FOR PROPER CONVEYANCE OF STORMWATER RUNOFF TO NEW AND EXISTING DRAINAGE INLETS. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE ON ALL NEW SIDEWALKS, ROADS, LANDSCAPED ISLAND, AND NEW GRADED AREAS. NO SIDEWALK

WILL HAVE A CROSS SLOPE GREATER THAN 2%.

THE CONTRACTOR SHALL ADJUST, AS NECESSARY, THE EXISTING MANHOLE COVERS, DRAINAGE GRATES, VENT GRATES, VALVE COVERS, ETC. TO MATCH GRADE OF NEW ASPHALT PAVEMENT OR CONCRETE SIDEWALK SURFACES AT NO ADDITIONAL COST TO THE OWNER.. ALL WATER METER ADJUSTMENTS (IF APPLICABLE) SHALL BE COORDINATED WITH THE CITY OF SUMTER AND THE CONTRACTOR. METER BOXES TO BE TRAFFIC RATED.

SIDEWALK SHALL HAVE A MINIMUM ONE-PERCENT (1%) CROSS SLOPE TO ASSURE POSITIVE DRAINAGE . IF POSITIVE DRAINAGE IS NOT ACHIEVED BASED ON ELEVATIONS SHOWN, INFORM THE ENGINEER IMMEDIATELY. MAXIMUM CROSS SLOPE SHALL BE TWO PERCENT (2%) UNLESS WHERE SPECIFICALLY SHOWN.

THE CONTRACTOR SHALL CONSTRUCT A SAMPLE PANEL OF THE CONCRETE SIDEWALK. THESE PANELS SHALL BE APPROVED BEFORE ANY SIDEWALK OR BRICK WORK IS PERFORMED AND WILL BE USED AS A BASIS FOR THE QUALITY WORKMANSHIP OF CONCRETE FINISH AND WORK FOR THE REMAINDER OF THE

PROJECT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPACTION IN ACCORDANCE WITH THE SPECIFICATIONS. THERE IS NO SEPARATE PAY ITEM FOR THIS

WORK.

THE CONTRACTOR SHALL VERIFY POSITIVE DRAINAGE IS ACHIEVED FROM ALL AREAS TO NEW AND/OR EXISTING STORM DRAIN INLETS.

ALL DRAINAGE STRUCTURES SHALL BE SCDOT STANDARD.

IF APPLICABLE, ALL MARKINGS WITH THE SCDOT RIGHT OF WAY SHALL BE APPROVED PERMANENT PAVEMENT MARKINGS PER SECTIONS 625, 626, OR 627

WITHIN THE SCDOT STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION.

ALL NEW TREES IN THE PROXIMITY OF INTERSECTIONS AND DRIVEWAYS SHALL BE DE-LIMBED TO SEVEN (7) FEET TO ENSURE APPROPRIATE SITE DISTANCE.

ALL SHRUBS SHALL NOT EXCEED 30" IN HEIGHT.

ALL NEW PLANTINGS SHALL MEET SUMTER COUNTY LANDSCAPE AND NURSERY CARE SHEETS INCLUDED IN THIS DRAWING SET.

1. SOIL SHOULD BE TESTED TO DETERMINE THE PROPER APPLICATION OF NUTRIENTS/PH AMENDMENTS REQUIRED FOR ESTABLISHMENT OF VEGETATIVE COVER. SOIL SAMPLES CAN BE PROVIDED TO THE LOCAL CLEMSON EXTENSION AGENT FOR THEIR EVALUATION OF SITE NEEDS. THIS IS CRITICAL FOR POND AREAS AND FILL SLOPES. THE RESPONSIBLE STORMWATER INSPECTOR SHALL MAKE COMMENTS RELATIVE TO SOIL PREPARATION, PROPER SEED MIX, AND THE CORRECT MATTING/MULCH APPLICATION IN WEEKLY INSPECTION REPORTS WHEN PLANTING IS IN

PROGRESS.

2. IF DUE TO INLET CONTROLS, STORMWATER BY-PASSES DROP INLETS AND EXITS SITE UNFILTERED, ADDITIONAL CONTROLS SHALL BE INSTALLED AS

REQUIRED.

3. CONDUCT A PRE-JOB MEETING WITH THE OWNER, RESPONSIBLE CONTRACTOR, RESPONSIBLE ENGINEER, SITE STORMWATER INSPECTOR, AND THE STORMWATER MANAGER PRIOR TO THE START OF ANY LAND DISTURBING AND/OR DEMOLITION ACTIVITIES ASSOCIATED WITH THE PROJECT SHALL BE CONDUCTED. THE STORMWATER MANAGER MAY ELECT TO REQUIRE ADDITIONAL SITE MEETINGS FOR COMPLEX OR MULTI-PHASED

PROJECTS

4. WEEKLY REPORT MUST BE KEPT ON SITE. REPORTS TO BE PERFORMED BY A SCDHEC CEPSCI CERTIFIED INSPECTOR. THE REPORT MUST INCLUDE

AT A MINIMUM:

A. A SUMMARY OF THE INSPECTIONS CONDUCTED DURING THE MONTH,

B. A LISTING OF DEFICIENCIES AND THE DATE NOTED,

C. CONCERNING DEFICIENCIES, LIST THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE PARTY(S) RESPONSIBLE FOR ADDRESSING THE

DEFICIENCIES,

D. WHETHER THE DEFICIENCY WAS LISTED IN A PREVIOUS REPORT,

E. CORRECTIVE ACTIONS TAKEN AND THE DATE THE ACTIONS WERE COMPLETED,

F. WHETHER THE SWPPP WAS UPDATED TO DEAL WITH THE NOTED DEFICIENCIES

G. A COPY OF EACH INSPECTION CONDUCTED. IN ADDITION, THE REPORT MUST INCLUDE ALL CO-PERMITTEE AGREEMENTS AND CONTRACTOR

CERTIFICATIONS STATEMENTS.

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DENOTED ON PLAN AS #

1. EXISTING TREES TO BE REMOVED.

2. EXISTING CART PATH TO BE DEMOLISHED.

3. SAWCUT EXISTING CART PATH FOR NEW ALIGNMENT.

4. EXISTING SHED TO BE REMOVED.

5. INSTALL TREE PROTECTION FENCING.

6. FEMA FLOOD ZONE "AE"

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DENOTED ON PLAN AS #

1. EXISTING TREES TO BE REMOVED.

2. EXISTING CART PATH TO BE DEMOLISHED.

3. SAWCUT EXISTING CART PATH FOR NEW ALIGNMENT.

4. EXISTING SHED TO BE REMOVED.

5. INSTALL TREE PROTECTION FENCING.

6. FEMA FLOOD ZONE "AE"

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CODED SITE NOTES

1. NEW DRIVING RANGE LAWN, to be bemini sod by modern turf (12,200sf).

2. COVERED CANOPY & DRIVING TURF MATS. SEE ARCH,. DWGS.

3. TRAINING SHED. SEE ARCH. DWGS.

4. BALL RETRIEVER CART BARN. SEE ARCH DWGS.

5. DRIVING RANGE YARDAGE ISLAND BERM. to be golf greens by forever lawn, ez putt series, see specifications. or approved equal. (16,000 SF) SEE GRADING

PLAN.

6. NEW RELOCATED MIN. 8' WIDE ASPHALT CART PATH.

7. NEW ASPHALT CART PARKING SPACES. 8'x10'.

8. TIE NEW CART PATH WITH EXISTING FOR SMOOTH TRANSITION AS REQ'D.

9. NEW 30' TALL DRIVING RANGE NETTING. COORDINATE WITH OWNER. (±660' TOTAL)

netting by golf range netting, 727-938-4448, 40351 us hwy 19N, ste. 303, tarpon Springs, FL 34689. or approved equal.

10. NEW 60' TALL DRIVING RANGE NETTING. COORDINATE WITH OWNER. (±1062' TOTAL)

netting by golf range netting, 727-938-4448, 40351 us hwy 19N, ste. 303, tarpon Springs, FL 34689. or approved equal.

11. NATURAL GRASS RANGE, TO BE bermuda hydroseed, MODERN TURF (360,000SF)

12. CONSTRUCT NEW 3' TALL BERM. COORDINATE WITH OWNER.

13. INSTALL APPROX. 800 L.F. OF 8' TALL CHAIN LINK FENCING. COORDINATE WITH OWNER.

14. FEMA FLOOD ZONE "AE"

15. PROPERTY PARCEL LINE APPROX. LOCATION

16. DRIVING RANGE YARDAGE FLAG & SIGN. SEE GRADING PLAN.

17. NEW 5' WIDE, 4" THICK CONCRETE SIDEWALK

18. NEW PUTTING GREEN, putting greens to be golf greens by forever lawn, true putt series, (4,100 SF) see specifications.

19. TRANSITION FROM 60' TALL NETTING TO 30' TALL AT THIS APPROX. LOCATION.

COORDINATE WITH OWNER.

20. INSTALL DOUBLE SWING GATE AT THIS APPROX. LOCATION. COORDINATE WITH OWNER.

21. 2" DATA CONDUIT FROM CLUBHOUSE. COORDINATE WITH OWNER.

22. POWER FEED FROM CLUBHOUSE. COORDINATE WITH OWNER.

23. WATER LINE FROM CLUBHOUSE. COORDINATE WITH OWNER.

24. CONC. PAD. SEE ARCH DWGS.

25. bermuda sod (from netting toward club house (17,500sf)

26. sabel palmetto (3) 10-12' height.

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DENOTED ON PLAN AS #

1. NEW DRIVING RANGE LAWN, to be bemini sod by modern turf (12,200sf).

2. COVERED CANOPY & DRIVING TURF MATS. SEE ARCH,. DWGS.

3. TRAINING SHED. SEE ARCH. DWGS.

4. BALL RETRIEVER CART BARN. SEE ARCH DWGS.

5. DRIVING RANGE YARDAGE ISLAND BERM. to be golf greens by forever lawn, ez putt series, see specifications. or approved equal. SEE GRADING PLAN.

6. NEW RELOCATED MIN. 8' WIDE ASPHALT CART PATH.

7. NEW ASPHALT CART PARKING SPACES. 8'x10'.

8. TIE NEW CART PATH WITH EXISTING FOR SMOOTH TRANSITION AS REQ'D.

9. NEW 30' TALL DRIVING RANGE NETTING. COORDINATE WITH OWNER. (±660' TOTAL)

netting by golf range netting, 727-938-4448, 40351 us hwy 19N, ste. 303, tarpon Springs, FL 34689. or approved equal.

10. NEW 60' TALL DRIVING RANGE NETTING. COORDINATE WITH OWNER. (±1062' TOTAL)

netting by golf range netting, 727-938-4448, 40351 us hwy 19N, ste. 303, tarpon Springs, FL 34689. or approved equal.

11. NATURAL GRASS RANGE, TO BE bermuda hydroseed, MODERN TURF (360,000SF)

12. CONSTRUCT NEW 3' TALL BERM. COORDINATE WITH OWNER.

13. INSTALL APPROX. 800 L.F. OF 8' TALL CHAIN LINK FENCING. COORDINATE WITH OWNER.

14. FEMA FLOOD ZONE "AE"

15. PROPERTY PARCEL LINE APPROX. LOCATION

16. DRIVING RANGE YARDAGE FLAG & SIGN. SEE GRADING PLAN.

17. NEW 5' WIDE, 4" THICK CONCRETE SIDEWALK

18. NEW PUTTING GREEN, putting greens to be golf greens by forever lawn, true putt series, see specifications.

19. TRANSITION FROM 60' TALL NETTING TO 30' TALL AT THIS APPROX. LOCATION.

COORDINATE WITH OWNER.

20. INSTALL DOUBLE SWING GATE AT THIS APPROX. LOCATION. COORDINATE WITH OWNER.

21. 2" DATA CONDUIT FROM CLUBHOUSE. COORDINATE WITH OWNER.

22. POWER FEED FROM CLUBHOUSE. COORDINATE WITH OWNER.

23. WATER LINE FROM CLUBHOUSE. COORDINATE WITH OWNER.

24. CONC. PAD. SEE ARCH DWGS.

25. bermuda sod (from netting toward club house (17,500sf)

26. sabel palmetto (3) 10-12' height.

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8'-0"

3'-6" TYPIC

1'-0" TYPICAL

NOTES:

1. ALL FENCING COMPONENTS TO BE

COATED IN AMERISTAR BLACK PERMACOAT

OR APPROVED SUBSTITUTION.

2. ALL FENCING TO BE INSTALLED PER

MANUFACTURERS SPECIFICATIONS.

3. 2" THICK FENCE TOP RAIL PADDING WITH

VINYL COVER IN BLACK TO BE INSTALLED ON

ALL 4' AND 6' TALL CHAIN LINK FENCES

AROUND BASEBALL AND SOCCER FIELDS.

4. PADDING TO BE MINIMUM 8' LENGTHS WITH

GROMMETS TO SECURE TO TOP RAIL OF

FENCE.

2" DOWEL THROUGH

POST, TYPICAL

CHAIN LINK FENCE FOOTING

PER MANUFACTURERS

RECOMMENDATIONS, TYPICAL

CHAIN LINK FENCE SLEEVE

INSTALLED PER MANUFACTURERS

RECOMMENDATIONS, TYPICAL

#9 GA. GALV. TENSION WIRE

STRETCHER BAR BAND SPACED PER

MANUFACTURERS RECOMMENDATIONS,

TYPICAL

STRETCHER BAR PER MANUFACTURERS

RECOMMENDATIONS, TYPICAL

3" O.D. BLACK VINYL

CORNER/TERMINAL POST

AMERISTAR BLACK VINYL FABRIC 2"

MESH WITH 9 GAUGE CORE/6 GAUGE

FINISH, TYPICAL

2" O.D. BLACK VINYL LINE POST,

TYPICAL

LINE POST CAP, TYPICAL

8" O.D. BLACK VINYL TOP RAIL,

TYPICAL

2" FENCE TOP RAIL PAD, TYPICAL

STANDARD CORNER/TERMINAL

POST CAP, TYPICAL

BLACK VINYL FABRIC TIES SPACED

PER MANUFACTURERS

RECOMMENDATIONS, TYPICAL

BLACK, NON-LOCKING PRIVACY SLATS

(ENTIRE LENGTH OF NEW FENCING)

CHAIN LINK FENCE DETAIL

GROOVE JOINT IN SIDEWALK

1/8" RADIUS

NOTES:

1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE

CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL

BE REQUIRED AT 45' INTERVALS NOT TO EXCEED 50' AND MATCHING

EXPANSIOMP-CONSTRUCTION JOINT IN ADJACENT CURB. A SEALED 1/2"

EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK JOINS ANY

RIGID STRUCTURE.

2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.

3. CONCRETE COMPRESSIVE STRENGTH SHALL BE MIN. 3600 PSI. IN 28 DAYS.

VERIFY WITH GEOTECHNICAL ENGINEER

TRANSVERSE EXPANSION

JOINT IN SIDEWALK

DETAILS SHOWING EXPANSION JOINTS IN

CONCRETE SIDEWALK

T R U C T U R E

PROPOSED 4" CONCRETE SIDEWALK

1/2" EXPANSION JOINT

1/ 8"

T O /4

1/2"

1/8"

JOINT FILLER

CONCRETE SIDEWALK JOINT DETAILS (NTS)

CHAINLINK FENCE DETAIL (NTS)

ASPHALT CART PATH PAVEMENT SECTION (NTS)

2% MAX CROSS SLOPE

5% MAX SLOPE

TOP OF TRAIL TO BE FLUSH WITH EXISTING GRADE

(TYPICAL BOTH SIDES)

1-1/2" ASPHALT CONCRETE SURFACE COURSE (TYPE C)

6" SUB-GRADE: COMPACT TO 98% STD PROCTOR

4" MACADAM BASE COURSE

COMPACTED TO 100% MOD. PROCTOR

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JOB NO:

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170171

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150 yds

G1 G1

172.40

172.50

ME 171.62

ME 171.39

ME 172.64

ME 172.41

ME 173.32

ME 173.63

174.00

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173.10

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TMS # 230-00-02-038

TMS # 230-00-02-010

TMS # 230-00-02-038

174.50

174.25

ME 173.62

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NOTE: SEE DETAILS FOR MORE INFORMATION ABOUT EACH BMP

EXISTING INDEX CONTOUR

EXISTING INTERMEDIATE CONTOUR

CODED GRADING

DENOTED ON PLAN AS G#

G1. 6:1 SLOPE (TYPICAL).

G2. 5:1 SLOPE.

PROPOSED INDEX CONTOUR

PROPOSED INTERMEDIATE CONTOUR

LIMITS OF DISTURBANCE

NEW SPOT SHOT ELEVATION

(ALL SPOTS ARE FINISHED GRADE UNLESS NOTED

OTHERWISE)

ME MATCH EXISTING ELEVATION

LOD LOD

221.50

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EX. CART PATH

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JOB NO:

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APPROVED:

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200 yds

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REMAIN

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TREES TO

REMAIN

EXISTING

TREES TO

REMAIN

SHEET "B"

SHEET "A"

M…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 9, 2026.