DRAWING_-_Install_Automatic_Gate_Systems_CD_Drawings1.pdf

PDF 6 MB Posted Aug 30, 2023

Attached to: REPLACE GATES AT KIMO VC Federal contract opportunity
Solicitation number: 140P5323R0066
Issued by: Department of the Interior National Park Service Southeast Region

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Written by GovTribe AI · Dec 21, 2023

This package includes construction drawings and specifications for replacing three automated gates at the Kings Mountain National Military Park Visitors Center in South Carolina. The project involves demolishing existing gates and installing new sliding gate systems from Tymetal Corporation, along with related electrical and site work. Underground conduits will carry power from an existing panel inside the Visitors Center to control panels for each gate. Sensors and keypads will allow automated or manual gate operation. Work must comply with all applicable federal, state and local requirements.

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File	Type	Posted
Sol_140P5323R0066_Amd_0002.pdf	PDF	Sep 14, 2023
Questions_and_Answers_0002.pdf	PDF	Sep 14, 2023
Sol_140P5323R0066_Amd_0001.pdf	PDF	Aug 30, 2023
SOW.pdf	PDF	Aug 30, 2023
DRAWING_-_Parking_Lot_31.pdf	PDF	Aug 30, 2023
Wage_Rate_Determination.pdf	PDF	Aug 30, 2023
Specifications.pdf	PDF	Aug 30, 2023
Past_Performance_Questionnaire.pdf	PDF	Aug 30, 2023
Construction_Contract_Administration.docx	DOCX document	Aug 30, 2023
Sol_140P5323R0066.pdf	PDF	Aug 30, 2023

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CONSTRUCTION DRAWINGS

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

INSTALL AUTOMATIC GATE SYSTEMS

WELCOME CENTER

KINGS MOUNTAIN NATIONAL MILITARY PARK

Index

ELECTRICAL

CIVIL

KINGS MOUNTAIN NATIONAL

MILITARY PARK

NORTH CENTRAL

SOUTH CAROLINA NTS

PROJECT LOCATION

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A/E FIRM

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PRIME: WIN ENGINEERING, LLC 2 INTERNATIONAL PLAZA SUITE 410 NASHVILLE TN 37217

AutoCAD SHX Text CIVIL CONSULTANT: ESTES AND ESTES ENGINEERING INC. 6025 LEE HIGHWAY SUITE 105 CHATTANOOGA TN 37421

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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AutoCAD SHX Text Etic# 355/187139

AutoCAD SHX Text 208653B

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TITLE OF SHEET

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LOCATION WITHIN PARK

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NAME OF PARK

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COUNTY

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REGION

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STATE

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YORK

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SOUTHEAST

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SOUTH CAROLINA

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REVISION

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QUALITY DESIGN CERTIFICATION

AutoCAD SHX Text Prepared in Accordance with Design Development (Title I) OR Variance from Design Development (Title I) Approved by Superintendent on OR Construction Drawing Not Preceded by Design Development (Title I)

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AutoCAD SHX Text 10 E0.1 LEGEND, SCHEDULES, GENERAL NOTES E0.1 LEGEND, SCHEDULES, GENERAL NOTES LEGEND, SCHEDULES, GENERAL NOTES 11 E1.1 SITE PLAN E1.1 SITE PLAN SITE PLAN 12 E1.2 FLOOR PLAN E1.2 FLOOR PLAN FLOOR PLAN 13 E2.1 DETAILS, SCHEDULES, & GATE CONTROLSE2.1 DETAILS, SCHEDULES, & GATE CONTROLSDETAILS, SCHEDULES, & GATE CONTROLS

AutoCAD SHX Text 2 C1.1 GENERAL NOTES C1.1 GENERAL NOTES GENERAL NOTES 3 C1.2 EXISTING CONDITIONS C1.2 EXISTING CONDITIONS EXISTING CONDITIONS 4 C1.3 DEMOLITION PLAN C1.3 DEMOLITION PLAN DEMOLITION PLAN 5 C1.4 SITE PLAN C1.4 SITE PLAN SITE PLAN 6 C1.5 DETAILS C1.5 DETAILS DETAILS 7 C1.6 DETAILS C1.6 DETAILS DETAILS 8 C1.7 SWPPP C1.7 SWPPP SWPPP 9 C1.8 SWPPP NOTES AND DETAILSC1.8 SWPPP NOTES AND DETAILSSWPPP NOTES AND DETAILS

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1 COVER SHEETCOVER SHEET

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SUB SHEET SHEET TITLE OF SHEETSHEET TITLE OF SHEETTITLE OF SHEET

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90% CONSTRUCTION DRAWING SET

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FINAL CONSTRUCTION DOCUMENTS (CD)

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UTH CAROLIN A

N S

AV I D E. E S T E S

FO ESSIONAL

No. 15406

ENG

I N

EER

GENERAL NOTES

C1.1

GENERAL NOTES

1. THE PARENT TRACT BOUNDARY AND TOPOGRAPHIC SURVEYS WERE PERFORMED BY SURVEYING AND MAPPING IN OCTOBER 2022. ESTES AND ESTES ENGINEERING, INC. IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF THE SURVEY DATA UTILIZED IN THE DESIGN OF THIS PROJECT.

2. PRIOR TO CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS SHOWN IN THESE PLANS INCLUDING THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, PIPES, MANHOLES, AND OTHER FEATURES CRITICAL TO THE DESIGN.

3. A MINIMUM OF 72 HOURS PRIOR TO ANY EXCAVATION, THE CONTRACTOR SHALL NOTIFY 811 - CALL BEFORE YOU DIG. EACH EXISTING UTILITY OWNER

WHICH ARE NOT MEMBERS OF THE 811 SHALL BE NOTIFIED ALSO.

4. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS TO COMPLY WITH ALL APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REQUIREMENTS. SAID CONTRACTOR SHALL EXERCISE PRECAUTIONS AT ALL TIMES FOR THE SAFETY OF ALL PERSONS, INCLUDING EMPLOYEES, WHILE WORKING ON THIS SITE. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS, THE OWNER, THE OWNER'S REPRESENTATIVES, AND THE ENGINEER FOR ANY AND ALL INJURIES AND / OR DAMAGES TO PERSONNEL, EQUIPMENT, AND EXISTING FACILITIES

OCCURRING IN THE COURSE OF THE DEMOLITION AND CONSTRUCTION OF THIS PROJECT.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED BY ALL FEDERAL, STATE, COUNTY, AND LOCAL AGENCIES. HE SHALL PERFORM ALL ACTIVITIES IN CONFORMANCE WITH ALL OSHA REQUIREMENTS AND REGULATIONS.

6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY ALL REQUIRED PERMIT FEES PRIOR TO MOBILIZING ON THE SITE.

7. ANY WORK PERFORMED IN THE PUBLIC RIGHTS OF WAY OF ANY STREET SHALL BE IN ACCORDANCE WITH THE APPLICABLE LOCAL REQUIREMENTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THIS WORK WITH THE CORRECT AGENCY AND TO OBTAIN THE NECESSARY PERMITS FOR THE WORK, SCHEDULE NECESSARY INSPECTIONS, AND PROVIDE THE NECESSARY TRAFFIC CONTROL MEASURES AND DEVICES, ETC. FOR WORK

PERFORMED IN THE RIGHT OF WAYS.

8. ALL WORK SHALL COMPLY WITH THE STATE'S DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR ROADWAY AND BRIDGE CONSTRUCTION, CURRENT EDITION AND APPLICABLE REVIEWING AGENCY SPECIFICATIONS. WHEN ANY CONFLICTS BETWEEN SPECIFICATIONS

ARISES, THE MUNICIPALITY'S SPECIFICATION SHALL CONTROL.

9. ALL WORK PERFORMED BY THE CONTRACTOR SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT. SPECIAL CARE SHALL BE TAKEN AT ALL

SIDEWALK INTERSECTIONS. CONTRACTOR SHALL USE ADA RAMPS AT ALL CROSSINGS.

10. PRIOR TO ANY PIPE WORK, THE CONTRACTOR SHALL EXPOSE AND VERIFY ELEVATIONS AND LOCATIONS ON ANY PIPE CROSSINGS. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER AND ENGINEER. THE ENGINEER WILL NOT BE LIABLE FOR ANY CONFLICTS THAT ARE NOT

REPORTED PRIOR TO PIPE GOING IN THE GROUND.

11. ALL STRIPING, SIGNAGE, AND OTHER TRAFFIC CONTROL DEVICES SHALL BE CONSTRUCTED AS PER THE MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES, CURRENT EDITION.

12. ALL TRENCH EXCAVATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALL FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS INCLUDING

OSHA 29 CFR PART 1926, SUBPARTS M (FALL PROTECTION) AND P (EXCAVATIONS).

13. DURING THE CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO ADJOINING PROPERTIES. ANY DAMAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE OWNER AND ENGINEER WILL BE HELD HARMLESS.

SHOULD THE CONTRACTOR BE REQUIRED TO ENTER ADJACENT PROPERTIES TO COMPLETE WORK ON THE PROJECT SITE, HE SHALL OBTAIN WRITTEN

PERMISSION FROM THE APPLICABLE PROPERTY OWNER PRIOR TO ENTERING HIS PROPERTY.

14. THE GENERAL CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR JOB SITE CONDITIONS INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURING CONSTRUCTION. THIS REQUIREMENT SHALL BE CONTINUOUS THROUGHOUT THE TERM OF THE CONTRACT AND SHALL INCLUDE ALL TIMES, NOT JUST WHEN WORK IS PROGRESSING DURING NORMAL BUSINESS HOURS. CONTRACTOR SHALL REACT IMMEDIATELY TO REMEDY ANY REPORTED SAFETY ISSUES BROUGHT TO THE ATTENTION BY THE OWNER, THE ENGINEER, AND ANY GOVERNMENTAL AGENCY, INCLUDING POLICE.

15. SAFETY FIRST: THE CONTRACTOR SHALL COMPLY WITH ALL PERTINENT OSHA PROVISIONS AND THE MANUAL OF ACCIDENT PREVENTION AND CONSTRUCTION, ISSUES BY THE AGC OF AMERICA, AND ALL SAFETY AND HEALTH REGULATIONS OF THE US DEPARTMENT OF LABOR.

16. WHERE ANY CONFLICT BETWEEN THE CONSTRUCTION DETAILS SHOWN ON THE PLANS AND THE DETAILS IN THE APPLICABLE REVIEWING AGENCY STANDARD SPECIFICATIONS ARISE, THE DETAILS IN THE STANDARD SPECIFICATIONS SHALL GOVERN.

17. THE CONTRACTOR SHALL NOTIFY THE APPLICABLE REVIEWING AGENCY IN ORDER TO SCHEDULE A PRE-CONSTRUCTION MEETING PRIOR TO ANY

WORK ON THIS PROJECT.

DEMOLITION NOTES

12. ALL CLEARING LIMITS SHALL BE MARKED IN THE FIELD BY THE CONTRACTOR. PRIOR TO ANY CLEARING OPERATION, THE SITE SUPERINTENDENT SHALL MEET WITH THE NECESSARY STAFF TO ASSURE THEY UNDERSTAND THE EXACT LIMITS OF CLEARING PROPOSED. ONLY THOSE SITES THAT

ARE TO BE DIRECTLY WORKED ON SHALL BE CLEARED IN ADVANCE.

13. NO TREES SHALL BE REMOVED BEYOND THE LIMITS OF CONSTRUCTION WITHOUT THE OWNER'S WRITTEN CONSENT.

14. TREE PROTECTION FENCING SHALL MEET THE REQUIREMENTS OF THE APPLICABLE REVIEWING AGENCY STANDARDS AND DETAIL DRAWINGS.

CONTRACTOR SHALL NOT PERMIT EQUIPMENT, MATERIAL STORAGE, VEHICLES, ETC. WITHIN THE DRIP LINE OF TREES SHOWN TO REMAIN ON SITE.

15. THE CONTRACTOR SHALL PROTECT ALL TREES AND VEGETATION INDICATED TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING, SKINNING OF ROOTS, SKINNING BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN THE TREE'S DRIP LINE. CONTRACTOR SHALL PREVENT EXCESS FOOT TRAFFIC, VEHICLES, PARKING UNDER PROTECTED TREES. PROTECTED TREES ADJACENT TO CONSTRUCTION SHALL BE DELINEATED BY ORANGE CONSTRUCTION FENCING AROUND THE DRIP LINE.

16. ANY DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED BY SAID CONTRACTOR AND DISPOSED OF OFFSITE IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL FEDERAL, STATE, COUNTY, AND LOCAL CODES AND PERMIT REQUIREMENTS. THE CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT UTILITIES THAT ARE TO REMAIN. ANY DAMAGE DONE TO THESE UTILITIES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

17. ALL UTILITY DISCONNECTION, REMOVAL, RELOCATION, CUTTING, CAPPING AND / OR ABANDONMENT SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY OR AGENCY. ANY WORK DONE IN ASSOCIATION WITH EXISTING UTILITIES SHALL BE PERFORMED AND PROPERLY DOCUMENTED BY A CERTIFIED PROFESSIONAL, WHEN APPLICABLE, WITH THE APPROPRIATE UTILITY OWNER AND / OR AGENCY.

18. BURNING OF CLEARED MATERIALS SHALL BE PROHIBITED UNLESS THE CONTRACTOR HAS OBTAINED WRITTEN PERMISSION FROM THE LOCAL AUTHORITIES, INCLUDING LOCAL FIRE DEPARTMENTS. IN THE EVENT THAT BURNING IS PERMISSIBLE, THE CONTRACTOR SHALL NOT LEAVE A BURN

PIT UNATTENDED DURING PERIODS OUTSIDE OF NORMAL BUSINESS HOURS.

19. SHOULD THE CONTRACTOR DISCOVER HAZARDOUS MATERIALS ON THE SITE, HE SHALL HAVE THEM REMOVED BY A LICENSED HAZARDOUS MATERIALS SPECIALIST CONTRACTOR. ANY HAZARDOUS MATERIALS SHALL BE DISPOSED OF CORRECTLY AND IN ACCORDANCE WITH ALL FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS. IN THE EVENT OF HAZARDOUS MATERIALS BEING DISCOVERED, THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE OWNER.

20. THE CONTRACTOR SHALL PROTECT ALL OUTSIDE BOUNDARY MONUMENTATION. ANY CORNER OR PROPERTY LINE MARKERS DISTURBED BY THE CONSTRUCTION SHALL BE RESET BY A LICENSED LAND SURVEYOR WITH AUTHORIZATION TO PRACTICE IN THE STATE OF TENNESSEE. ANY RESETTING OF MONUMENTATION SHALL BE AT THE EXPENSE OF THE CONTRACTOR AND WILL BE AT NO ADDITIONAL COST TO THE OWNER.

21. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES DESIGNATED TO REMAIN. ANY ITEMS THAT ARE TO REMAIN AND ARE DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AND / OR REPLACED AT NO ADDITIONAL COST TO THE OWNER.

22. THE CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL MEASURES THROUGHOUT CONSTRUCTION OF THIS PROJECT. HE SHALL PROTECT

ADJACENT PROPERTIES, STREETS, ETC. FROM ANY DUST OR SOIL LADEN RUNOFF.

LAYOUT NOTES

1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CHECK EXISTING GRADES, AND DIMENSIONS, INCLUDING INVERTS, IN THE FIELD AND REPORT

ANY DISCREPANCIES TO THE ENGINEER.

2. AT INTERSECTIONS OF STREETS, BETWEEN EXISTING AND PROPOSED, AND WITH ALL NEW CONSTRUCTION, THE CONTRACTOR SHALL ASSURE THAT THE CURBS TRANSITION SMOOTHLY AND EASILY BETWEEN STREETS. CURB LINES SHALL BE CHECKED, PRIOR TO POURING CONCRETE THAT WATER POSITIVELY DRAINS AND FLOWS WITHIN THE GUTTER. FIELD ADJUSTMENT OF CURB RADII IS PERMITTED IN THE FIELD.

3. THE CONTRACTOR SHALL NOT BE ALLOWED TO CUT PERMANENT PAVEMENT. THEREFORE, ALL PIPES, UTILITIES, ETC. SHALL BE IN PLACE PRIOR TO

THE PAVING OPERATION.

4. ANY DAMAGE TO EXISTING STREETS AND PAVEMENTS SHALL BE AT THE CONTRACTOR'S EXPENSE.

5. CURB DIMENSIONS ARE TO FACE OF CURB. RIM AND GRATE ELEVATIONS OF CURB INLETS ARE AT THE FACE OF CURB.

6. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE SET OF “AS BUILT” DRAWINGS THROUGHOUT THE PROJECT. THE DATA SHALL BE TURNED OVER TO THE OWNER AS REQUESTED BUT AT THE VERY LEAST, ONCE ALL CONSTRUCTION IS COMPLETED.

7. THE SITE LAYOUT IS SPECIFIC TO THE PERMITS OBTAINED FOR THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR SHALL NOT MAKE

CHANGES THAT ALTER THE ORIGINAL INTENTION OF THE DRAWINGS. AS MENTIONED, HE IS PERMITTED TO ADJUST CURB GRADES TO ASSURE POSITIVE DRAINAGE. HOWEVER, HE MAY NOT MOVE THE LOCATIONS OF INTERSECTIONS, PIPE AND DRAINAGE SYSTEMS, ETC. ANY “MAJOR” CHANGES

THAT THE CONTRACTOR MAKES, WITHOUT APPROVAL, WILL BE AT HIS EXPENSE.

8. THE LOCAL INSPECTOR WILL MEASURE THE CROSS SLOPE OF ALL FINAL CONSTRUCTED ROADWAYS WITHIN THE PROJECT. THE CROSS SLOPE OF THE FINAL CONSTRUCTED ROADWAYS SHALL BE PER THE ROADWAY TYPICAL SECTIONS APPROVED IN THE PLANS. ANY CORRECTIVE ACTION REQUIRED

TO CORRECT A CROSS SLOPE SHALL BE AT THE SOLE EXPENSE OF THE CONTRACTOR.

9. ALL PAVEMENT THICKNESSES SHALL BE AS PER THE PAVEMENT DESIGN ASSOCIATED WITH THE APPROVED TYPICAL SECTIONS. THE CONTRACTOR'S WORK SHALL BE SUBJECTED TO RANDOM TESTING OF NUMEROUS LOCATIONS WHERE THE PAVEMENT WILL BE CORE DRILLED AND VARIOUS LAYER THICKNESSES MEASURED. THE OWNER WILL REQUIRE THAT ANY DEFICIENCIES BE REPAIRED AND AT NO COST TO THE OWNER.

GRADING NOTES

1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL CHECK AND VERIFY ALL GRADES AND DIMENSIONS. ANY DISCREPANCIES SHALL BE BROUGHT

TO THE ATTENTION OF THE ENGINEER.

2. ALL PROPOSED GRADES SHOWN ON THESE PLANS ARE FINAL GRADES, TOP OF GROUND LEVEL, OR TOP OF PAVEMENT, OR GRATE ELEVATION AT THE

DRAWDOWN POINT, UNLESS INDICATED OTHERWISE.

3. TO PREVENT SOIL LADEN RUNOFF FROM EXITING THE SITE, THE CONTRACTOR SHALL FOLLOW THE EP&SC PLAN. ALL BEST MANAGEMENT PRACTICES

SHALL BE CONSTRUCTED PRIOR TO CLEARING THE SITE TO BE GRADED.

4. THE EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND STOCKPILING TOPSOIL, MASS GRADING, EXCAVATION, FILLING, UNDER CUT, AND REPLACEMENT AS REQUIRED, AND COMPACTION. THE STRIPPED TOPSOIL SHALL BE REDISTRIBUTED ONCE THE GRADING IS COMPLETE.

5. ALL EARTHWORK SHALL BE MONITORED BY A LICENSED GEOTECHNICAL ENGINEER AUTHORIZED TO PROVIDE SERVICES IN THE STATE OF TENNESSEE.

DUPLICATE RECORDS AND REPORTS KEPT BY THE GEOTECHNICAL ENGINEER SHALL BE FORWARDED TO THE OWNER AND THE ENGINEER AS THE

WORK PROGRESSES.

6. AREAS DESIGNATED BY THE GEOTECHNICAL ENGINEER AS UNDERCUT SHALL BE REFILLED AND COMPACTED IN LIFTS WITH SUITABLE DRY MATERIAL

UNTIL DENSITIES CAN BE REACHED.

7. EXCAVATED SUBGRADES AND EACH LAYER OF FILL SHALL BE OF A QUALITY ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND SHALL NOT INCLUDE ORGANIC MATERIAL, BOULDERS, DEBRIS, WET MATERIAL, ETC. CUT OR STRIPPED AREAS SHALL BE PROOF ROLLED PRIOR TO ANY FILLING.

ALL GRADING ACTIVITY AND PLACEMENT OF MATERIAL SHALL BE MONITORED BY THE GEOTECHNICAL ENGINEER OR AS DIRECTED BY THE OWNER OR HIS REPRESENTATIVE. MATERIAL SHALL MEET OR EXCEED COMPACTION REQUIREMENTS SPECIFIED IN THE SPECIFICATIONS AND REGULATIONS OF

THE APPLICABLE REVIEWING AGENCY.

8. ALL STREET SUBGRADE AREAS SHALL BE PROOF ROLLED PRIOR TO ANY MINERAL AGGREGATE PLACEMENT.

9. AREAS WHERE EARTHWORK IS NEARING COMPLETION SHALL BE COVERED WITH TOPSOIL TO A MINIMUM DEPTH OF SIX (6) INCHES. THE TOPSOIL

SHALL BE FREE OF CLODS, ROCKS, AND DEBRIS.

10. SLOPES IN NON-PAVED AREAS SHALL BE 3 : 1 UNLESS SHOWN DIFFERENTLY ON THE PLANS.

11. ANY UNPAVED AREA SHALL BE STABILIZED AS PER THE EP&SC PLAN AS SOON AS POSSIBLE. IN NO CASE SHALL SLOPES BE LEFT UNSTABILIZED FOR

LONGER THAN OF 7 DAYS.

12. ALL FILL AREAS SHALL BE CONSTRUCTED IN LIFTS, EACH COMPACTED TO THE SPECIFIED DENSITY AND CERTIFIED BY THE GEOTECHNICAL ENGINEER.

13. ALL EXCESS SOIL MATERIALS (WASTE) SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL COST TO THE OWNER IN ACCORDANCE WITH ALL

FEDERAL, STATE, COUNTY, AND LOCAL CODES AND PERMIT REQUIREMENTS.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY BORROW MATERIAL REQUIRED ON THIS PROJECT. IF BORROW MATERIAL IS REQUIRED, THE CONTRACTOR SHALL PROVIDE AT NO ADDITIONAL COST TO THE OWNER OVER THE ORIGINAL BID PRICE.

15. THE CONTRACTOR SHALL ASSURE THAT WATER DRAINS PROPERLY FROM ALL AFFECTED AREAS. HE SHALL PREVENT LOW AREAS WHERE WATER CAN POND DURING PRECIPITATION EVENTS. ANY AREAS SOFTENED BY POOLED WATER MAY REQUIRE UNDERCUTTING. ALL COSTS OF UNDERCUTTING

AND REFILL WILL BE AT THE EXPENSE OF THE CONTRACTOR.

STORM DRAINAGE NOTES

1. DISTANCES AND PIPE LENGTHS ARE GENERALLY HORIZONTAL DISTANCES MEASURED FROM THE CENTER OF STRUCTURE TO CENTER OF STRUCTURE.

2. THE CONTRACTOR SHALL SUBMIT, FOR ACCEPTANCE, CUT SHEETS AND SHOP DRAWINGS FOR THE ENGINEER TO REVIEW PRIOR TO CONSTRUCTION.

3. WHERE EVER POSSIBLE, THE CONTRACTOR SHALL GRADE INDIVIDUAL LOTS TO CONVEY WATER AWAY FROM THE HOME OR BUILDING SITE. THIS GRADING COULD CONSIST OF SUBTLE SWALES CUT ALONG LOT LINES TO CHANNEL WATER AWAY FROM HOUSE SITES EITHER ON THE SUBJECT LOT

OR ADJACENT LOTS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE INSTALLATION, INSPECTION, TESTING, AND FINAL ACCEPTANCE OF ALL NEW STORM FACILITIES ON THIS PROJECT. THE CONTRACTOR SHALL COORDINATE WITH ALL APPLICABLE REGULATING AGENTS CONCERNING INSTALLATION, INSPECTION, AND APPROVAL OF THE STORM DRAINAGE SYSTEM CONSTRUCTION.

5. ALL STORM FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL ORDINANCES, CODES, AND REGULATIONS.

6. THE CONTRACTOR SHALL CONSTRUCT CURBS, CATCH BASINS, PIES, ETC. AS REQUIRED TO CONVEY THE LAWN AREAS, UNDEVELOPED AREAS, AND

PAVED AREAS THROUGH THE SITE.

7. ALL STORM STRUCTURES ARE STATE'S DEPARTMENT OF TRANSPORTATION TYPES UNLESS OTHERWISE NOTED ON THE PLANS.

8. ALL STORM SEWER PIPE SHOWN AS RCP SHALL BE CLASS III REINFORCED CONCRETE PIPE. ALL STORM FACILITIES SHALL BE CONSTRUCTED AND INSTALLED PER THE APPLICABLE REVIEWING AGENCY PUBLIC WORKS REQUIREMENTS AND SPECIFICATIONS.

9. ALL STORM PIPES SHALL BE BEDDED WITH CLEAN GRANULAR MATERIALS. THIS MATERIAL SHALL CONSIST OF AASHTO #57 OR #67 CRUSHED AGGREGATE STONE. BEDDING SHALL BE A MINIMUM OF SIX (6) INCHES BELOW THE BOTTOM OF PIPE AND TWELVE (12) INCHES ON THE SIDES AND

TOP. PIPE BEDDING SHALL CONFORM TO THE APPLICABLE REVIEWING AGENCY REQUIREMENTS.

SANITARY SEWER NOTES

1. THE CONTRACTOR SHALL NOTIFY TDEC AND THE APPLICABLE REVIEWING AGENCY A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION OF ANY PART

OF THE SANITARY SYSTEM.

2. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CURRENT STANDARDS, SPECIFICATIONS, DETAILS, AND REQUIREMENT OF THE APPLICABLE REVIEWING AGENCY.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRE LICENSES, PERMITS, AND FEES REQUIRED FOR THE SANITARY SEWER

CONSTRUCTION ON THIS PROJECT.

4. SANITARY SEWER CONSTRUCTION PLANS SHALL BE APPROVED BY THE APPLICABLE REVIEWING AGENCY AND TDEC PRIOR TO CONSTRUCTION OF ANY PART OF THE SANITARY SEWER SYSTEM. AN APPROVED SET OF PLANS SHALL BE KEPT ON SITE AT ALL TIMES.

5. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN ALL SANITARY PIPES AND WATER LINES. WHEN CROSSING LINES, WATER AND SANITARY MUST BE VERTICALLY SEPARATED BY AT LEAST 18 INCHES. THE WATER MUST CROSS ON TOP. THE CONTRACTOR MAY BE REQUIRED TO MAKE MINOR FIELD ADJUSTMENTS TO MAINTAIN SEPARATION.

6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL SANITARY CONSTRUCTION TO AVOID CONFLICTS WITH OTHER UTILITIES.

7. ALL GRAVITY SEWERS SHALL BE SDR 35 OR SDR 26 PIPE OF 8 INCH DIAMETER.

8. SANITARY SEWER SERVICE LINES SHALL BE 4 TO 6 INCH DIAMETER PVC SCHEDULE 40 (SERVICE MATERIAL SHALL MATCH THE SEWER MAIN MATERIAL) AT MINIMUM SLOPE OF 1/8 INCH PER FOOT. LINES SHALL BE EXTENDED 1 FOOT BEYOND THE EASEMENT, PROPERTY LINE OR SIDEWALK AS SHOWN ON THE PLANS AND PLUGGED AND MARKED AS REQUESTED BY THE APPLICABLE REVIEWING AGENCY. SERVICES CONNECTIONS TO THE MAIN SHALL BE CONSTRUCTED WITH THE INSTALLATION OF AN 8 X 4 X 8 WYE OR TEE FITTING. CUTTING THE MAIN TO INSERT THE SERVICE LINE WILL NOT BE

PERMITTED.

9. ALL SANITARY MANHOLES IN THE ROADWAY SHALL BE BACKFILLED WITH CRUSHED #57 OR #67 AGGREGATE STONE. ALL SANITARY MAIN LINES SHALL BE BEDDED AND BACKFILLED WITH THE SAME STONE UNDER ROADWAYS. THE CONTRACTOR SHALL PROVIDE THE CRUSHED STONE FILL MATERIAL

(TO SUBGRADE ELEVATION) WHEN SANITARY PIPES AND MANHOLES ARE WITHIN THE ROADWAY.

10. THE CONTRACTOR SHALL MAINTAIN A SET OF “AS BUILT” DRAWINGS SHOWING ALL OF THE UTILITY IMPROVEMENTS ON THIS PROJECT. THE PLANS SHALL SHOW THE LOCATION OF ALL INSTALLED SEWER SERVICES AND SHALL SHOW THE DISTANCE TO THE DOWNSTREAM MANHOLE, LENGTH AND

DEPTH OF SERVICE.

11. SHOP DRAWINGS AND CUT SHEETS OF THE MATERIALS USED TO CONSTRUCT THIS PROJECT SHALL BE REVIEWED BY THE ENGINEER AND APPROVED

BY THE APPLICABLE REVIEWING AGENCY PRIOR TO CONSTRUCTION.

12. ALL SANITARY MANHOLES, GRAVITY LINES, SERVICE LINES, SHALL BE TESTED IN ACCORDANCE WITH THE APPLICABLE REVIEWING AGENCY

REQUIREMENTS.

13. AT ALL SANITARY AND STORM PIPE CROSSINGS WITH LESS THAN 1' VERTICAL CLEARANCE LOWER PIPE SHALL BE CONCRETE ENCASED.

UTILITY NOTES

1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL EXPOSE AND VERIFY ALL UTILITIES. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER.

2. ALL GAS, ELECTRIC, TELEPHONE AND CATV SERVICE LINES AND EXTENSIONS ARE TO BE DESIGNED BY OTHERS AND CONSTRUCTED TO THE RESPECTIVE UTILITY COMPANY SPECIFICATIONS. UTILITY DISCONNECTIONS ARE TO BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY.

3. WATER LINE AND APPURTENANCE DESIGN AND APPROVAL BY THE APPLICABLE REVIEWING AGENCY. THE CONTRACTOR SHALL REFER TO PLANS PREPARED BY THE APPLICABLE REVIEWING AGENCY FOR INSTALLATION AND CONSTRUCTION OF THE WATER SYSTEM.

4. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND / OR ELEVATION OF THE EXISTING UTILITIES SHOWN IN THESE PLANS IS BASED UPON UTILITY COMPANY RECORDS, AND WHERE POSSIBLE, FIELD MEASUREMENTS. THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION AND REQUIRED FIELD VERIFICATION OF THE UTILITY LOCATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO RELOCATE ANY EXIST UTILITY THAT CONFLICTS WITH THE IMPROVEMENTS SHOWN ON THESE PLANS IN ACCORDANCE WITH ALL FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS

GOVERNING SUCH OPERATIONS.

5. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.

6. ALL UTILITIES SHALL BE CONSTRUCTED PRIOR TO PAVING OF THE ROADWAYS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SEQUENCING OF CONSTRUCTION FOR ALL UTILITIES SO THAT WATER LINES, GAS LINES, AND UNDERGROUND ELECTRIC DO NOT CONFLICT WITH

SANITARY SEWER OR STORM SEWERS.

7. CONNECTIONS OF ROOF AND FOUNDATION DRAINS TO THE SANITARY SEWER SYSTEM IS PROHIBITED.

8. TRENCH SPOILS LEFT OVER AFTER BACKFILLING SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL COST TO THE OWNER. IF THE SPOILS ARE SUITABLE FOR FILL

MATERIAL ON ANOTHER SECTION OF THE PROJECT, THEY MAY BE USED THERE.

9. THE CONTRACTOR SHALL PROVIDE “AS BUILT” DRAWINGS FOR THE UTILITY CONSTRUCTION ON THIS PROJECT. THESE DRAWINGS SHALL SHOW ALL IMPROVEMENTS, INCLUDING AT LEAST TWO DIMENSIONS TO EACH VALVE AND MANHOLE FROM KNOW SITE FEATURES. DRAWINGS SHALL INCLUDE HORIZONTAL AND VERTICAL INFORMATION ON ALL NEW UTILITIES AS WELL AS EXISTING UTILITIES ENCOUNTERED.

10. THE CONTRACTOR SHALL INSTALL CONDUIT SYSTEMS FOR UNDERGROUND ELECTRIC, TELEPHONE, AND CATV IN ACCORDANCE WITH THE UTILITY COMPANIES' REQUIREMENTS, INCLUDING PULLCORDS INSIDE CONDUITS AND HIGHWAY LOAD BEARING PULL BOXES AND MANHOLES.

11. THE CONTRACTOR SHALL PROVIDE TRANSFORMER PADS AND CONDUITS FOR UNDERGROUND ELECTRIC SERVICE IN ACCORDANCE WITH THE

ELECTRIC COMPANY'S REQUIREMENTS.

12. ELECTRIC SERVICE CONDUITS SHALL BE MINIMUM SCHEDULE 40 PVC AND / OR IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY.

13. TELEPHONE SERVICE CONDUITS SHALL BE RIGID, NONMETALLIC CONDUITS, NEMA TC 2, SCHEDULE 40 PVC IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY. CONTRACTOR TO INSTALL INSULATED WIRE WITH CONDUITS TO FACILITATE LOCATION AFTER CONSTRUCTION.

14. THE LOCATIONS OF EACH CONDUIT SHALL BE COORDINATED AND APPROVED BY THE LOCAL PROVIDER PRIOR TO INSTALLATION.

15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY ANY AND ALL WATER AND SANITARY SEWER INSPECTION FEES.

16. ANY AND ALL FEES, LICENSES, AND PERMITS NECESSARY FOR THIS CONSTRUCTION ARE TO BE OBTAINED PRIOR TO INITIATION OF CONSTRUCTION

AND THE COST OF SAME IS TO BE BORNE BY THE CONTRACTOR.

17. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN THE OPERATION OF EQUIPMENT IN AND AROUND OVERHEAD AND UNDERGROUND ELECTRICAL WIRES AND SERVICES. IF AT ANY TIME, DURING THIS PROJECT, THE CONTRACTOR MUST WORK IN THE CLOSE PROXIMITY OF THE ABOVE NOTED WIRES, THE ELECTRIC COMPANY SHALL BE CONTACTED PRIOR TO THE WORK AND PROPER SAFETY MEASURES TAKEN. A THOROUGH EXAMINATION OF THE OVERHEAD AND UNDERGROUND WIRES IN THE PROJECT AREA SHOULD BE MADE BY THE CONTRACTOR PRIOR TO

CONSTRUCTION.

18. THE CONTRACTOR SHALL ADJUST ALL UTILITY SURFACE FEATURES TO FINAL GRADE. THIS WORK INCLUDES, BUT IS NOT LIMITED TO, ALL CASTINGS, VALVE BOXES, PEDESTALS, CLEANOUTS, MANHOLES, HYDRANTS, ETC.

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KINGS MOUNTAIN NATIONAL MILITARY PARK

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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A/E FIRM

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SUB SHEET NO.

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DESIGNED:

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DRAWN BY:

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TECH REVIEW:

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DATE:

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PRIME: WIN ENGINEERING, LLC 2 INTERNATIONAL PLAZA SUITE 410 NASHVILLE TN 37217

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DEE

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SEAL

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CIVIL CONSULTANT: ESTES AND ESTES ENGINEERING, INC. 6025 LEE HIGHWAY SUITE 105 CHATTANOOGA TN 37421

842842

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LIGHT POLE

LIGHT

POLE

LIGHT POLE

LIGHT

POLE

TRANSFORMER

CATCH BASIN

RIM: 840.76'

NE INV IN (18" METAL) ELEV = 834.33'

SE INV IN (18" METAL) ELEV = 834.57'

NW INV OUT (18" METAL) ELEV = 834.64'

DROP INLET

RIM: 838.94'

SE INV OUT (18" METAL) ELEV = 835.13'

TREE LINE

CATCH BASIN

RIM: 830.16'

NE INV IN (18" METAL) ELEV = 823.57'

SE INV OUT (18" METAL) ELEV = 823.39'

36" OAK

EXISTING

BOLLARD

EXISTING GATE

AND GATE POSTS

EXISTING KINGS

MOUNTAIN

VISITOR CENTER

DROP INLET

RIM: 829.82'

INV IN (18" METAL) ELEV = 824.98'

SIGN

30" OAK

10" OAK

15" OAK

SIGN

RIP RAP

BOULDERS

RIP RAP

8" HOLLY

EXISTING

BOLLARD

CATCH BASIN

RIM: 837.69'

NE INV IN (18" METAL) ELEV = 831.34'

SW INV OUT (18" METAL) ELEV = 831.30'

NW INV OUT (18" METAL) ELEV = 831.29'

GAS TANK SIDEWALK

TRASH

CATCH BASIN

RIM: 839.64'

NE INV IN (18" METAL) ELEV = 831.73'

SE INV IN (18" METAL) ELEV = 831.73'

SW INV OUT (18" METAL) ELEV = 831.48'

DROP INLET

RIM: 836.57'

W INV IN (4" HDPE) ELEV = 835.76'

E INV OUT (18" METAL) ELEV = 831.47'

32" OAK

TRASH

EXISTING

BOLLARD

EXISTING GATE

AND GATE POSTS

SIGN

DROP INLET

RIM: 840.77'

SE INV OUT (18" METAL) ELEV = 835.96'

SIGN

15" OAK

20" PINE

SIGN

DROP INLET

RIM: 848.23'

INV OUT (18" METAL) ELEV = 844.87'

RIP RAP

BOULDERS

EXISTING GATE

AND GATE POSTS

SIGN

EXISTING

BOLLARD

32" PINE

24" OAK

STORM PIPE

INV IN (18" METAL) ELEV = 842.18'

15" OAK

20" OAK

8" OAK

10" OAK

15" OAK

24" PINE

20" OAK

22" CIDER

15" OAK

20" OAK

10" OAK

24" PINE

20" OAK

10" POP

10" OAK

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EXISTING CONDITIONS

C1.2

VICINITY MAP

NOT TO SCALE

PROJECT

LOCATIONSURVEY NOTES:

1. SURVEY WAS PERFORMED BY SAM COMPANIES IN AUGUST 2022.

2. VERTICAL DATUM = NAVD 1988

3. HORIZONTAL DATUM = SOUTH CAROLINE STATE PLANE COORDINATE

SYSTEM , NAD 1983. U.S. SURVEY FEET. NGS CORS NETWORK.

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BATTLEGROUND ROAD

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KINGS MOUNTAIN NATIONAL MILITARY PARK

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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A/E FIRM

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DESIGNED:

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DRAWN BY:

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TECH REVIEW:

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DATE:

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PRIME: WIN ENGINEERING, LLC 2 INTERNATIONAL PLAZA SUITE 410 NASHVILLE TN 37217

AutoCAD SHX Text CIVIL CONSULTANT: ESTES AND ESTES ENGINEERING, INC. 6025 LEE HIGHWAY SUITE 105 CHATTANOOGA TN 37421

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SCALE OF FEET

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YORKVILLE SHELBYVILLE RD

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PIEDMONT RD

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SEAL

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Etic# 355/187139

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LIGHT

POLE

LIGHT POLE

LIGHT

POLE

LIGHT POLE

LIGHT

POLE

TRANSFORMER

CATCH BASIN

RIM: 840.76'

NE INV IN (18" METAL) ELEV = 834.33'

SE INV IN (18" METAL) ELEV = 834.57'

NW INV OUT (18" METAL) ELEV = 834.64'

DROP INLET

RIM: 838.94'

SE INV OUT (18" METAL) ELEV = 835.13'

TREE LINE

CATCH BASIN

RIM: 830.16'

NE INV IN (18" METAL) ELEV = 823.57'

SE INV OUT (18" METAL) ELEV = 823.39'

36" OAK

EXISTING

BOLLARD

EXISTING GATE

AND GATE POSTS

EXISTING KINGS

MOUNTAIN

VISITOR CENTER

DROP INLET

RIM: 829.82'

INV IN (18" METAL) ELEV = 824.98'

SIGN

30" OAK

10" OAK

15" OAK

SIGN

RIP RAP

BOULDERS

RIP RAP

8" HOLLY

EXISTING

BOLLARD

CATCH BASIN

RIM: 837.69'

NE INV IN (18" METAL) ELEV = 831.34'

SW INV OUT (18" METAL) ELEV = 831.30'

NW INV OUT (18" METAL) ELEV = 831.29'

GAS TANK SIDEWALK

TRASH

CATCH BASIN

RIM: 839.64'

NE INV IN (18" METAL) ELEV = 831.73'

SE INV IN (18" METAL) ELEV = 831.73'

SW INV OUT (18" METAL) ELEV = 831.48'

DROP INLET

RIM: 836.57'

W INV IN (4" HDPE) ELEV = 835.76'

E INV OUT (18" METAL) ELEV = 831.47'

32" OAK

TRASH

EXISTING

BOLLARD

EXISTING GATE

AND GATE POSTS

SIGN

DROP INLET

RIM: 840.77'

SE INV OUT (18" METAL) ELEV = 835.96'

SIGN

15" OAK

20" PINE

SIGN

DROP INLET

RIM: 848.23'

INV OUT (18" METAL) ELEV = 844.87'

RIP RAP

BOULDERS

EXISTING GATE

AND GATE POSTS

SIGN

EXISTING

BOLLARD

32" PINE

24" OAK

STORM PIPE

INV IN (18" METAL) ELEV = 842.18'

15" OAK

20" OAK

8" OAK

10" OAK

15" OAK

24" PINE

20" OAK

22" CIDER

15" OAK

20" OAK

10" OAK

24" PINE

20" OAK

10" POP

10" OAK

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DEMOLITION PLAN

C1.3

REMOVE EXISTING GATE AND

GATE POSTS. DECORATIVE

RIFLES TO BE SAVED FOR

REINSTALLATION ON NEW GATE.

REMOVE EXISTING GATE AND

GATE POSTS. DECORATIVE

RIFLES TO BE SAVED FOR

REINSTALLATION ON NEW GATE.

REMOVE EXISTING GATE AND

GATE POSTS. DECORATIVE

RIFLES TO BE SAVED FOR

REINSTALLATION ON NEW GATE.

DEMOLITION NOTES:

1. CONTRACTOR SHALL KEEP ALL HEAVY EQUIPMENT OFF ASPHALT DURING SITE DEMOLITION.

2. PAVEMENT CUT THROUGH PARKING LOT MAY BE SAW CUT DURING THIS PHASE OF CONSTRUCTION.

3. RIFLE SILHOUETTES SHALL BE CAREFULLY REMOVED FROM EXISTING GATES AND STORED UNTIL SUCH

TIME AS THE NEW GATES ARE INSTALLED. AT THAT TIME, THEY SHALL BE ATTACHED TO THE NEW

GATES IN A PERMANENT MANNER.

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BATTLEGROUND ROAD

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KINGS MOUNTAIN NATIONAL MILITARY PARK

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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A/E FIRM

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SUB SHEET NO.

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DESIGNED:

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DRAWN BY:

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TECH REVIEW:

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DATE:

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PRIME: WIN ENGINEERING, LLC 2 INTERNATIONAL PLAZA SUITE 410 NASHVILLE TN 37217

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SCALE OF FEET

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SEAL

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DEE

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No. 15406

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ELECT ELECT ELECT ELECT ELECT ELECT ELECT ELECT

ELECT

ELEC

ELECT

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LIGHT POLE

LIGHT

POLE

LIGHT POLE

LIGHT

POLE

LIGHT POLE

LIGHT

POLE

TRANSFORMER

CATCH BASIN

RIM: 840.76'

NE INV IN (18" METAL) ELEV = 834.33'

SE INV IN (18" METAL) ELEV = 834.57'

NW INV OUT (18" METAL) ELEV = 834.64'

DROP INLET

RIM: 838.94'

SE INV OUT (18" METAL) ELEV = 835.13'

TREE LINE

CATCH BASIN

RIM: 830.16'

NE INV IN (18" METAL) ELEV = 823.57'

SE INV OUT (18" METAL) ELEV = 823.39'

36" OAK

EXISTING

BOLLARD

EXISTING GATE

AND GATE POSTS

EXISTING KINGS

MOUNTAIN

VISITOR CENTER

DROP INLET

RIM: 829.82'

INV IN (18" METAL) ELEV = 824.98'

SIGN

30" OAK

10" OAK

15" OAK

SIGN

RIP RAP

BOULDERS

RIP RAP

8" HOLLY

EXISTING

BOLLARD

CATCH BASIN

RIM: 837.69'

NE INV IN (18" METAL) ELEV = 831.34'

SW INV OUT (18" METAL) ELEV = 831.30'

NW INV OUT (18" METAL) ELEV = 831.29'

GAS TANK SIDEWALK

TRASH

CATCH BASIN

RIM: 839.64'

NE INV IN (18" METAL) ELEV = 831.73'

SE INV IN (18" METAL) ELEV = 831.73'

SW INV OUT (18" METAL) ELEV = 831.48'

DROP INLET

RIM: 836.57'

W INV IN (4" HDPE) ELEV = 835.76'

E INV OUT (18" METAL) ELEV = 831.47'

32" OAK

TRASH

EXISTING

BOLLARD

EXISTING GATE

AND GATE POSTS

SIGN

DROP INLET

RIM: 840.77'

SE INV OUT (18" METAL) ELEV = 835.96'

SIGN

15" OAK

20" PINE

SIGN

DROP INLET

RIM: 848.23'

INV OUT (18" METAL) ELEV = 844.87'

RIP RAP

BOULDERS

EXISTING GATE

AND GATE POSTS

SIGN

EXISTING

BOLLARD

32" PINE

24" OAK

STORM PIPE

INV IN (18" METAL) ELEV = 842.18'

15" OAK

20" OAK

8" OAK

10" OAK

15" OAK

24" PINE

20" OAK

22" CIDER

15" OAK

20" OAK

10" OAK

24" PINE

20" OAK

10" POP

10" OAK

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ELE

ELECT

ELECTELECTELECT

ELECT

SITE PLAN

C1.4

CONSTRUCTION NOTES:

1 CONSTRUCT (3) 2 INCH PVC CONDUITS FOR POWER. CONDUIT LOCATION AT BUILDING SHALL BE COORDINATED

WITH ELECTRICAL ENGINEER.

2 CONTRACTOR SHALL PUSH CONDUITS UNDER WALKWAY.

3 CONTRACTOR SHALL REPLACE RIP-RAP AS NECESSARY.

4 USE CAUTION WHEN TRENCHING IN VICINITY OF EXISTING TREES. WHERE POSSIBLE CONTRACTOR SHALL NOT

WORK, STORE MATERIALS, EQUIPMENT, OR VEHICLES UNDER OR NEAR EXISTING TREES.

5 CONTRACTOR MAY NEATLY SAW-CUT TRENCH IN ASPHALT FOR CONDUITS. PATCH SHALL MATCH EXISTING DEPTH.

6 CONSTRUCT QUAZITE UNDERGROUND ENCLOSURE (JUNCTION BOX). BOX SIZE SHALL BE 143

4" x 143 4" x 12" DEPTH

(MONOLITHIC POLYMER CONCRETE) WITH "ELECTRIC" LID.

7 CONSTRUCT (1) 2 INCH PVC CONDUIT FOR POWER. USE CAUTION IN VICINITY OF LIGHTING FACILITIES.

8 CONSTRUCT (1) 2 INCH PVC CONDUIT FOR POWER. CONDUITS SHALL BE TURNED UP INTO GATE ACTUATOR

CABINET.

9 CONSTRUCT 20' WIDE TYMETAL CORP. TIGER SECURITY GATE SYSTEM WITH ORNAMENTAL STRUCTURAL GATE

(TYM-VSA). GATE SHALL SLIDE OPEN IN THE NORTHEASTERN DIRECTION. GATE WILL BE FACTORY FINISH TO

MATCH EXISTING GATE COLOR.

10 CONSTRUCT 30' WIDE TYMETAL CORP. TIGER SECURITY GATE SYSTEM WITH ORNAMENTAL STRUCTURAL GATE (TYM-VSA). GATE SHALL SLIDE OPEN IN THE SOUTHWESTERN DIRECTION. GATE WILL BE FACTORY FINISH TO

MATCH EXISTING GATE COLOR.

11 CONSTRUCT 20' WIDE TYMETAL CORP. TIGER SECURITY GATE SYSTEM WITH ORNAMENTAL STRUCTURAL GATE (TYM-VSA). GATE SHALL SLIDE OPEN IN THE SOUTHWESTERN DIRECTION. GATE WILL BE FACTORY FINISH TO

MATCH EXISTING GATE COLOR.

12 CONTRACTOR SHALL IDENTIFY AND VERIFY UNDERGROUND LIGHTING CIRCUIT. ANY DAMAGE TO LIGHTING

CIRCUIT SHALL BE REPLACED IN LIKE, KIND, AND SIZE AT THE CONTRACTORS EXPENSE.

13 CONSTRUCT KEY PAD ON PEDESTAL. COORDINATE WITH PROJECT ELECTRICAL ENGINEER FOR LOCATION AND

KIND AND TYPE.

14 CONSTRUCT KEY PAD ON GATE. COORDINATE WITH PROJECT ELECTRICAL ENGINEER FOR LOCATION AND KIND

AND TYPE.

15 CONTRACTOR TO COORDINATE WITH PROJECT ELECTRICAL ENGINEER FOR REMOTE GATE OPERATION OPTION.

DETAIL B

DETAIL C

SCALE: 1" =5'

DETAIL B

SCALE: 1" =5'

FENCE/ GATE

DETAIL A

SCALE: 1" =5'

FENCE/ GATE

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BATTLEGROUND ROAD

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KINGS MOUNTAIN NATIONAL MILITARY PARK

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TITLE OF SHEET

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DRAWING NO.

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SHEET

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A/E FIRM

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SUB SHEET NO.

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DESIGNED:

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DRAWN BY:

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TECH REVIEW:

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DATE:

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PRIME: WIN ENGINEERING, LLC 2 INTERNATIONAL PLAZA SUITE 410 NASHVILLE TN 37217

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DETAILS

C1.5

CAREFULLY REMOVE RIFLE

DECORATIONS FROM

EXISTING GATES AND MOUNT

SECURELY TO PROPOSED

GATES (TYP. FOR 3 GATES)

NOTES:

1. RIFLES SHOWN ON EACH GATE STYLE FOR TYPICAL INSTALLATION.

INTERNAL PICKET STYLE IS THE CHOSEN STYLE. CONTRACTOR TO

CONFIRM WITH OWNER PRIOR TO ORDERING.

2. RIFLES SHALL BE REPAINTED TO MATCH EXISTING RIFLE COLOR.

3. EXISTING RIFLE SILHOUETTES TO BE MOUNTED TO GATE WITH

DIELECTRIC ADELE CLAMPS, TO PREVENT ANY DISSIMILAR METAL

CORROSION.

4. RIFLE MOUNTING ANGLE TO BE AS SHOWN, CONTRACTOR TO

COORDINATE WITH OWNER FOR EXACT LOOK DESIRED.

5. GATE HEIGHT TO BE 4'-0".

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KINGS MOUNTAIN NATIONAL MILITARY PARK

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TITLE OF SHEET

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DRAWING NO.

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A/E FIRM

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SUB SHEET NO.

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DESIGNED:

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DRAWN BY:

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TECH REVIEW:

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DATE:

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PRIME: WIN ENGINEERING, LLC 2 INTERNATIONAL PLAZA SUITE 410 NASHVILLE TN 37217

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SEAL

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DETAILS

C1.6

35 8" M

6" M

A X

4" O.D POST

BY OTHERS

4" VERIFY

w/ SHOP DRAWING

3'-0"x3'-0"

CONCRETE FOUNDATION

T/ GRADE

0'-0"

GATE POST FOUNDATION

SCALE: 3/4" = 1'-0"

NOTES:

1. CONTRACTOR TO COORDINATE WITH GATE MANUFACTURER FOR GATE

FOUNDATION DETAIL. DETAIL PROVIDED IS FOR BIDDING QUANTITY ONLY.

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KINGS MOUNTAIN NATIONAL MILITARY PARK

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TITLE OF SHEET

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DRAWING NO.

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SHEET

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A/E FIRM

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SUB SHEET NO.

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DESIGNED:

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DRAWN BY:

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TECH REVIEW:

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DATE:

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PRIME: WIN ENGINEERING, LLC 2 INTERNATIONAL PLAZA SUITE 410 NASHVILLE TN 37217

AutoCAD SHX Text 208653B

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SEAL

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DEE

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JAH

AutoCAD SHX Text 01/09/2023

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AV I D E. E S T E S

FO ESSIONAL

No. 15406

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842842

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852 850

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LIGHT POLE

LIGHT

POLE

LIGHT POLE

LIGHT

POLE

LIGHT POLE

LIGHT

POLE

TRANSFORMER

CATCH BASIN

RIM: 840.76'

NE INV IN (18" METAL) ELEV = 834.33'

SE INV IN (18" METAL) ELEV = 834.57'

NW INV OUT (18" METAL) ELEV = 834.64'

DROP INLET

RIM: 838.94'

SE INV OUT (18" METAL) ELEV = 835.13'

TREE LINE

CATCH BASIN

RIM: 830.16'

NE INV IN (18" METAL) ELEV = 823.57'

SE INV OUT (18" METAL) ELEV = 823.39'

36" OAK

EXISTING

BOLLARD

EXISTING KINGS

MOUNTAIN

VISITOR CENTER

DROP INLET

RIM: 829.82'

INV IN (18" METAL) ELEV = 824.98'

SIGN

30" OAK

10" OAK

15" OAK

SIGN

RIP RAP

BOULDERS

RIP RAP

8" HOLLY

EXISTING

BOLLARD

CATCH BASIN

RIM: 837.69'

NE INV IN (18" METAL) ELEV = 831.34'

SW INV OUT (18" METAL) ELEV = 831.30'

NW INV OUT (18" METAL) ELEV = 831.29'

GAS TANK SIDEWALK

TRASH

CATCH BASIN

RIM: 839.64'

NE INV IN (18" METAL) ELEV = 831.73'

SE INV IN (18" METAL) ELEV = 831.73'

SW INV OUT (18" METAL) ELEV = 831.48'

DROP INLET

RIM: 836.57'

W INV IN (4" HDPE) ELEV = 835.76'

E INV OUT (18" METAL) ELEV = 831.47'

32" OAK

TRASH

EXISTING

BOLLARD

SIGN

DROP INLET

RIM: 840.77'

SE INV OUT (18" METAL) ELEV = 835.96'

SIGN

15" OAK

20" PINE

SIGN

DROP INLET

RIM: 848.23'

INV OUT (18" METAL) ELEV = 844.87'

RIP RAP

BOULDERS

SIGN

EXISTING

BOLLARD

32" PINE

24" OAK

STORM PIPE

INV IN (18" METAL) ELEV = 842.18'

15" OAK

20" OAK

8" OAK

10" OAK

15" OAK

24" PINE

20" OAK

22" CIDER

15" OAK

20" OAK

10" OAK

24" PINE

20" OAK

10" POP

10" OAK

SPH

LT W

LKW

A Y

H A

W A

ELECT

ELE

ELECT

ELECTELECTELECT

ELECT

SWPPP

C1.7

SWPPP NOTES:

1. DUE TO THE PROJECT SIZE, AN N.O.I. IS NOT REQUIRED PRIOR TO CONSTRUCTION.

2. A CONSTRUCTION EXIT IS NOT REQUIRED FOR THIS PROJECT. HOWEVER, THE CONTRACTOR SHALL

MAKE EVERY EFFORT TO ASSURE THAT NO MATERIAL IS TRACKED FROM THE CONSTRUCTION AREA.

3. CONSTRUCT TYPE A INLET PROTECTION (SEDIMENT TUBES) AROUND YARD DROP BOX.

4. CONSTRUCT TYPE E CURB INLET FILTERS AROUND THROAT OF CURB BOX INLETS.

5. CONSTRUCT SILT FENCE.

6. DURING CONSTRUCTION, CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WORK AREAS.

7. APPLY MULCH TO AREAS TO PREVENT SPLASH EROSION.

8. PERMANENT SEED ALL AREAS AFTER FINAL DRESSING.

9. RECONSTRUCT RIP-RAP AS REQUIRED.

- MULCHING

- PERMANENT SEEDING

- DUST CONTROL

- RIP RAP

- TYPE E CURB INLET FILTER

- TYPE A SEDIMENT TUBE PROTECTION

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BATTLEGROUND ROAD

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KINGS MOUNTAIN NATIONAL MILITARY PARK

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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A/E FIRM

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SUB SHEET NO.

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DESIGNED:

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DRAWN BY:

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TECH REVIEW:

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DATE:

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PRIME: WIN ENGINEERING, LLC 2 INTERNATIONAL PLAZA SUITE 410 NASHVILLE TN 37217

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SCALE OF FEET

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AutoCAD SHX Text 208653B

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SEAL

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DEE

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JAH

AutoCAD SHX Text 01/09/2023

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AutoCAD SHX Text Etic# 355/187139

N S

AV I D E. E S T E S

FO ESSIONAL

No. 15406

ENG

I N

EER

SWPPP NOTES AND

DETAILSC1.8

STANDARD EROSION CONTROL NOTES:

1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (8) VERTICAL FEET SHOULD BE STABILIZED WITH

SYNTHETIC OR VEGETATIVE MATS, IN ADDITION TO 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.

● WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND

CONDITIONS STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.

● 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. IF PERIODIC INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN

INAPPROPRIATELY, OR INCORRECTLY, 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 SEDIMENT

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 COMPLETE AND THE

SITE IS STABILIZED.

6. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE 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 TO 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-FOOT BUFFER CAN’T BE MAINTAINED BETWEEN THE DISTURBED AREA AND ALL WOS. A 10-FOOT 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, INSPECTIONS 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

FINAL STABILIZATION IS REACHED.

12. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H:1V OR GREATER) WHERE

LAND-DISTURBING ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT

RESUME FOR A PERIOD OF 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:

- WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE

CONTROL.

- WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS,

CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS.

- FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND

MAINTENANCE.

- 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.

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 10 ACRES OR MORE THIS CONFERENCE MUST BE HELD

ON-SITE UNLESS THE DEPARTMENT HAS APPROVED OTHERWISE.

FLAT-BOTTOM TRENCH DETAIL

V-SHAPED TRENCH DETAIL

SILT FENCE INSTALLATION

STANDARD DRAWING NO.

South Carolina Department of Health and Environmental Control

PLAN SYMBOL

DATE

South Carolina Department of Health and Environmental Control

POST INSTALLATION DETAIL SEDIMENT TUBE INSTALLATION

DETAIL

SEDIMENT TUBE BURIAL DETAIL

PLAN SYMBOL

South Carolina Department of Health and Environmental Control

Type E

PLAN SYMBOL

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KINGS MOUNTAIN NATIONAL MILITARY PARK

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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A/E FIRM

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SUB SHEET NO.

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DESIGNED:

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DRAWN BY:

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TECH REVIEW:

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DATE:

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PRIME: WIN ENGINEERING, LLC 2 INTERNATIONAL PLAZA SUITE 410 NASHVILLE TN 37217

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MAXIMUM SPACING = 6 FT.

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FILTER FABRIC

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BACKFILL TRENCH WITH COMPACTED EARTH

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COMPACTED EARTH

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COMPACTED EARTH

Au…

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 Aug 30, 2023.