B08_Attach_3_Drawings_100___07-10-2026_signed.pdf

DRAWING NO.

197,917

SHEET

OF

PKG.

NO.

334914

TITLE OF DRAWING

100% DESIGN REV. 1 DEVELOPMENTAL PLANS

LOCATION WITHIN PARK

CONG, COWP, KIMO, NISI

REGION COUNTY STATE

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

SOUTHEAST REGION

Mark Sheet Date InitialREVISION QUALITY DESIGN CERTIFICATION 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)

Project Manager Date

Drawing No.

Date

SER MULTIPLE SC 88

334929 334920 334915

100% DESIGN REV. 1

JULY 2026

NOT FOR CONSTRUCTION

PLANS PREPARED BY:

FOR

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

NOT TO SCALE

SUMMARY INDEX

SHEET AREA DESIGNATOR TITLE OF SHEET

01 - 40 00 GENERAL

41 - 50 01 CONG

51 - 72 02 COWP

73 - 86 03 KIMO

87 - 90 04 NISI

DESCRIPTION OF PROJECT

IMPROVEMENTS: WORK CONSISTS OF

ASPHALT PATCHING, CRACK SEALING,

SEAL COATING, ASPHALT OVERLAY,

PAVEMENT MILLING, CONCRETE SLAB

REPLACEMENT, FULL DEPTH ASPHALT

RECLAMATION, AND AGGREGATE EDGE

SUPPORT

PAVEMENT USAGE: ROAD & PARKING

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

CONGAREE NATIONAL PARK (CONG)

COWPENS NATIONAL BATTLEFIELD (COWP)

KINGS MOUNTAIN NATIONAL MILITARY PARK (KIMO)

NINETY SIX NATIONAL HISTORIC SITE (NISI)

PLANS FOR PROPOSED PROJECT

SC N192 PAVEMENT PRESERVATION, MULTIPLE SITES IN SC

PAVEMENT PRESERVATION

SOUTH CAROLINA PARKS

RICHLAND, CHEROKEE, YORK

AND GREENWOOD COUNTIES, SOUTH CAROLINA

LENGTH 11.48 ROADWAY MILES & 0.71 PARKING MILES

PMIS TABLE

PMIS # PARK CODE

334914 CONG

334929 COWP

334920 KIMO

334915 NISI

AutoCAD SHX Text 02-Jul-26

INDEX OF SHEETS

SUB SHEET NO.

SHEET

OF

PKG.

NO.

334914

TITLE OF SHEETDESIGNED:

CADD:

TECH REVIEW:

DATE:

DRAWING NO.

197,917

N. FARUK

N. JONES

J. GOULD

E. SWEARINGEN

07/26 88PAVEMENT PRESERVATION

SOUTH CAROLINA PARKS (CONG, COWP, KIMO, NISI)

334929 334920 334915

00- C001 2

INDEX OF SHEETS

SHEET

OF

PKG.

NO.

334914

TITLE OF SHEETDESIGNED:

CADD:

TECH REVIEW:

DATE:

DRAWING NO.

197,917

N. FARUK

N. JONES

J. GOULD

E. SWEARINGEN

07/26 88PAVEMENT PRESERVATION

SOUTH CAROLINA PARKS (CONG, COWP, KIMO, NISI)

334929 334920 334915

00- C002

GENERAL NOTES:

1. THE CONTRACTOR IS ADVISED THAT THIS PROJECT CONSISTS OF 4 CLINS (BASE BID PACKAGE) AND 4 OPTIONS

(ALTERNATIVE PACKAGES).

2. AS REQUIRED BY THE OWNER, THE CONTRACTOR SHALL PREPARE RECORD DRAWINGS NEATLY DRAFTED WHICH ACCURATELY REFLECT THE RECORD CONDITION OF THE WORK. THE RECORD DRAWINGS SHALL BE STAMPED AND SIGNED WITH THE CONTRACTOR'S LICENSE NUMBER AND SIGNATURE AND SHALL ALSO BE DULY NOTED AS "RECORD"

DRAWINGS. THE DRAWINGS SHALL BE REMITTED TO NPS FOR FINAL RECORDS.

3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SUPERVISION AND COORDINATION OF ALL CONSTRUCTION

PROCEDURES.

4. ALL NEW WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE APPLICABLE CODES AND ORDINANCES IN THE EFFECT AT THE TIME OF CONSTRUCTION. IN THE EVENT OF A CONFLICT, THE MORE STRINGENT REQUIREMENT

SHALL GOVERN AND BE MET.

5. SPECIFICATIONS REFERENCED IN THE PLANS SHALL BE THE LATEST EDITION.

6. ALL WORK AND MATERIAL SHALL MEET NPS REQUIREMENTS, THE LATEST COUNTY STANDARD SPECIFICATIONS, THE STATE OF SOUTH CAROLINA MANUALS FOR EROSION CONTROL, AND THE LATEST VERSION OF SCDOT STANDARDS

FOR ROAD AND BRIDGE CONSTRUCTION.

7. ONLY NEW ITEMS MEETING THE REQUIREMENTS OF THIS CONTRACT AND OF RECENT MANUFACTURE, OF QUALITY

SPECIFIED, FREE FROM DEFECTS, WILL BE PERMITTED ON THE PROJECT.

8. THE CONTRACTOR SHALL PERFORM QUALITY CONTROL (QC) AS INDICATED IN THE PROJECT SPECIFICATIONS INCLUDING PROVIDING A QUALITY CONTROL PLAN (QCP) PRIOR TO EXECUTION OF WORK. THE OWNER WILL PERFORM

ADDITIONAL QUALITY ACCEPTANCE (QA) TESTING FOR ACCEPTANCE DETERMINATION.

9. ALL TEMPORARY TRAFFIC CONTROL WORK SHALL CONFORM TO THE LATEST EDITION OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) AND ALL REVISIONS, UNLESS SUPERCEDED BY THESE PLANS.

10. THE CONTRACTOR SHALL PROVIDE A STAGING AREA ADJACENT TO OR WITHIN THE AREA OF CONSTRUCTION. THE SELECTED LOCATION SHALL BE COORDINATED FOR APPROVAL WITH THE CONTRACTING OFFICER'S

REPRESENTATIVE.

11. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES TO SEPARATE CONSTRUCTION AREAS FOR PUBLIC SAFETY AROUND ENTIRE PERIMETER OF CONSTRUCTION AREA. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT ARE DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO THEIR

ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.

12. ALL DIMENSIONS AND MEASUREMENTS ON DRAWINGS ARE IN FEET, EXCEPT WHERE NOTED. LABELED DIMENSIONS

WHERE SHOWN TAKE PRECEDENCE OVER SCALED MEASUREMENTS.

13. ANY WORK UNACCEPTABLE TO THE CONTRACTING OFFICER'S REPRESENTATIVE SHALL BE REPAIRED OR REPLACED

BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.

14. DURING CONSTRUCTION, NO DIRECT DISCHARGE OF WATER TO DOWNSTREAM RECEIVING WATERS WILL BE ALLOWED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING WATER QUALITY AND SHALL ROUTE DISCHARGE WATER THROUGH APPROPRIATE SEDIMENT CONTROL MEASURES TO REMOVE SILT AND PREVENT SEDIMENT-LADEN

RUNOFF FROM LEAVING THE SITE.

15. THE TERM "PROPOSED" (PROP) MEANS WORK TO BE CONSTRUCTED USING NEW MATERIALS OR, WHERE APPLICABLE, RE-USING EXISTING MATERIALS IDENTIFIED AS "REMOVE AND RESET" (R&R). EXISTING MATERIALS WHICH ARE BEING REMOVED BUT NOT RE-USED ARE IDENTIFIED AS "REMOVE AND STOCKPILE" (R&S) OR "REMOVE & DISCARD" (R&D).

16. THE CONTRACTOR SHALL CHECK ALL EXISTING CONDITIONS SHOWN ON THESE PLANS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICER'S REPRESENTATIVE.

17. CONTRACTOR SHALL PROTECT ALL MATERIALS ON THE JOBSITE FROM THE ELEMENTS THROUGHOUT THE PROJECT.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY TO PROPERTY OF ANY CHARACTER, DURING THE EXECUTION OF THE WORK, RESULTING FROM ANY OMISSION, NEGLECT OR MISCONDUCT IN HIS MANNER OR

METHOD OF EXECUTING THE WORK OR AT ANYTIME DUE TO DEFECTIVE WORK OR MATERIALS.

19. THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS AND SPECIFICATIONS WITHOUT PRIOR WRITTEN

CONSENT OF THE CONTRACTING OFFICER'S REPRESENTATIVE.

20. THE QUANTITIES SHOWN IN THE PLAN ARE SOLELY FOR THE INFORMATION OF THE CONTRACTOR. THE CONTRACTOR IS TO VERIFY THE QUANTITIES AS SHOWN WITH THOSE QUANTITIES AS SHOWN ON THE PLAN. ANY DIFFERENCE IN THE QUANTITIES SHOULD BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE FOR

CLARIFICATION.

21. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES TO HAVE THE LOCATIONS OF THEIR UNDERGROUND UTILITIES MARKED PRIOR TO BEGINNING WORK. CAUTION SHALL BE EXERCISED TO AVOID INTERRUPTION OF SERVICES. CONTRACTOR IS RESPONSIBLE FOR REPAIR TO ANY EXISTING BURIED UTILITIES

DAMAGED DURING CONSTRUCTION.

22. WHERE LACK OF INFORMATION, OR DISCREPANCY SHOULD APPEAR IN THE DRAWINGS OR SPECIFICATIONS, THE CONTRACTOR SHALL REQUEST WRITTEN INTERPRETATION FROM THE CONTRACTING OFFICER BEFORE PROCEEDING

WITH THAT PORTION OF WORK.

23. GENERAL CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR COMPLETION OF ALL WORK SHOWN OR

REASONABLY IMPLIED BY THESE DRAWINGS AND/OR SPECIFICATIONS.

24. UPON COMPLETION OF WORK, ALL CONSTRUCTION AREAS SHALL BE LEFT BROOM CLEAN AND FREE FROM DEBRIS.

NO EXCESS MATERIALS SHALL BE LEFT ON SITE.

25. FINAL LOCATION OF ALL CONSTRUCTION ITEMS SHALL BE SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE. BEFORE INSTALLATION, THE CONTRACTOR IS TO NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE FOR INSPECTION AFTER THE LAYOUT IS COMPLETE. FIELD VERIFY CONSTRUCTION ITEM

LOCATIONS WITH CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO INSTALLATION.

26. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO:

WATERING, SPRAYING, MULCHING, PRUNING, MOWING, FERTILIZING, ETC. OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE) OF AGGREGATE / SEEDING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER'S

REPRESENTATIVE.

27. THE CONTRACTOR SHALL COMPLETELY GUARANTEE AND MAINTAIN ALL AGGREGATE / SEED AREAS. FINAL ACCEPTANCE WILL BE GRANTED UPON COMPLETION OF ENTIRE PROJECT BY THE OWNER'S REPRESENTATIVE.

28. IF GRASS SEEDING IS DONE AT A TIME THAT IS NOT THE APPROPRIATE PLANTING SEASON, TEMPORARY GRASSING SHALL BE USED. TEMPORARY GRASSING SHALL BE WINTER RYE. THE LANDSCAPE CONTRACTOR SHALL THEN BE RESPONSIBLE FOR SEEING ALL TURF AREAS CALLED OUT ON THE PLAN DURING THE NEXT APPROPRIATE PLANTING

SEASON.

29. PREFERABLE SEEDING SCHEDULE IS BETWEEN OCTOBER 15 - MARCH 15.

30. IF THE CONTRACTOR ASCERTAINS AT ANY TIME THAT REQUIREMENTS OF THIS CONTRACT CONFLICT WITH, OR ARE IN VIOLATION OF, APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES, HE SHALL NOT PROCEED WITH WORK IN QUESTION, EXCEPT AT HIS OWN RISK, UNTIL THE CONTRACTING OFFICER'S REPRESENTATIVE HAS BEEN NOTIFIED IN WRITING AND WRITTEN DETERMINATION IS MADE BY THE CONTRACTING OFFICER'S REPRESENTATIVE. WHERE COMPLETED OR PARTIALLY COMPLETED WORK IS DISCOVERED TO BE IN VIOLATION WITH APPLICABLE LAWS, CODES, REGULATIONS AND ORDINANCES, CONTRACTOR SHALL BE REQUIRED TO REMOVE THAT WORK FROM THE PROJECT AND REPLACE SUCH WORK WITH ALL NEW COMPLYING WORK AT NO ADDITIONAL COST TO THE OWNER.

SITE NOTES:

1. ALL TREE SAVE AND UNDISTURBED AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING OR FENCING PRIOR TO THE

START OF CONSTRUCTION ACTIVITY.

2. ALL UNPAVED AREAS WITHIN THE LIMITS OF DISTURBANCE SHALL BE SEEDED PER THE SPECIFICATIONS.

3. A SMOOTH TRANSITION BETWEEN EXISTING AND NEW PAVEMENT SHALL BE PROVIDED. FIELD ADJUSTMENTS MAY BE

NECESSARY.

4. WHERE A DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL LIKE OR SIMILAR CONDITIONS, EVEN

THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS.

5. MONUMENTS (WATER, BOUNDARY) SHALL BE SURVEYED PRIOR TO THE START OF CONSTRUCTION TO VERIFY THEIR ACCURACY AND TO ENSURE THE MONUMENTS ARE PROTECTED FROM DAMAGE DURING CONSTRUCTION ACTIVITIES

AND RESET IN THE SAME LOCATION.

6. NO WORK WILL OCCUR OUTSIDE OF THE LIMITS OF DISTURBANCE WITHOUT CONTRACTING OFFICER'S

REPRESENTATIVE APPROVAL.

7. COLOR OF ALL SURFACE COURSE PAVEMENT AT CHCH SHALL BE OF BROWNISH COLORING (BROWN RIVER ROCK

AGGREGATE).

8. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE N.P.S. TO ARRANGE A PRE-CONSTRUCTION CONFERENCE PRIOR TO ANY LAND DISTURBANCE. THE CONTRACTOR SHALL ALSO NOTIFY THE N.P.S. INSPECTOR 48 HOURS PRIOR

TO BEGINNING EACH PHASE OF CONSTRUCTION.

9. A COPY OF THE APPROVED CONSTRUCTION DOCUMENTS AND ALL PERMITS SHALL BE PRESENT ON SITE WHENEVER

LAND DISTURBING ACTIVITIES ARE IN PROGRESS.

10. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ACCESS FOR EMERGENCY VEHICLES AROUND AND TO ALL

BUILDINGS DURING CONSTRUCTION.

11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ACCESS AND PARKING FOR THE PUBLIC DURING

CONSTRUCTION IN AREAS OUTSIDE THE PROJECT LIMITS.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL INSPECTIONS.

13. UTILITY DISCLAIMER: THE EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LOCATIONS. PRIOR TO ANY CONSTRUCTION. ANY DEVIATION FROM THE DESIGN LOCATIONS SHALL BE REPORTED TO THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.

DAMAGE TO EXISTING UTILITY LINES RESULTING FROM THE CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED AT THE

CONTRACTORS EXPENSE.

GRADING AND DRAINAGE NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL

MEASURES AND BEST MANAGEMENT PRACTICES.

2. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 3H:1V UNLESS OTHERWISE NOTED ON THE PLANS.

3. CONTRACTOR TO FIELD VERIFY ALL EXISTING GRADES AND DIMENSIONS IN THE FIELD PRIOR TO BEGINNING ANY

WORK. NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE OF ANY DISCREPANCIES.

4. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING AND AFTER CONSTRUCTION. SOIL SOFTENED BY PERCHED WATER IN FOUNDATION AND PAVEMENT AREAS MUST BE UNDERCUT AND REPLACED WITH SUITABLE FILL MATERIALS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.GROUNDWATER INFILTRATION INTO EXCAVATIONS SHOULD BE EXPECTED, AND THE WATER SHALL BE REMOVED USING GRAVITY DRAINAGE OR PUMPING.

5. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT, CURB OR GROUND SURFACE GRADE UNLESS

OTHERWISE NOTED ON DRAWINGS.

6. GRADE TO DRAIN POSITIVELY INTO STORM DRAINS.

7. INSTALL EROSION CONTROL MEASURES PRIOR TO START OF CONSTRUCTION

8. EXISTING TREES SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES. CARE SHALL BE TAKEN IN ALL GRADING

ACTIVITIES TO REMAIN OUTSIDE THE DRIP LINES OF EXISTING TREES.

9. GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BE WELL ROUNDED. SITE SHALL BE GRADED TO

ASSURE DRAINAGE OF SURFACE WATER AWAY FROM ANY BUILDING PADS.

10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL SURFACE AND GROUNDWATER CONTROL MEASURES.

CIVIL NOTES:

1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR THE SATISFACTORY COMPLETION OF WORK. ALL EQUIPMENT, WORK AND MATERIALS SHALL COMPLY WITH CURRENT, LOCAL AND FEDERAL APPLICABLE CODES AND GOVERNING REGULATIONS.

2. ALL WORK AND ALL MATERIAL FURNISHED SHALL BE IN REASONABLE CONFORMITY WITH TYPICAL SECTIONS, DIMENSIONS, MATERIAL REQUIREMENTS AND TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT, PLANS OR SPECIFICATIONS.

3. ALL EXISTING MATERIALS TO BE REMOVED WITHIN THE LIMITS OF CONSTRUCTION SHALL BE TRANSPORTED TO A LEGAL DISPOSAL LOCATION. STOCK PILING WILL NOT BE ALLOWED WITHIN THE PROJECT LIMITS WITHOUT PRIOR

APPROVAL FROM NPS.

4. THE CONTRACTOR SHALL CONFORM TO APPLICABLE REGULATORY PROCEDURES AND NOTIFY THE OWNER WHEN

DISCOVERING HAZARDOUS OR CONTAMINATED MATERIALS.

5. THE CONTRACTOR SHALL SUBMIT AND RECEIVE APPROVAL OF THEIR EROSION CONTROL PLAN PRIOR TO THE

PRE-CONSTRUCTION MEETING.

6. CONTRACTOR SHALL TRANSITION MILL AT PAVEMENT LIMITS AND AS REQUIRED BY THE CO TO PROVIDE SMOOTH TRANSITION TO ADJACENT PAVEMENTS. ALL TRANSITION MILLING IS INCIDENTAL TO PAVING ITEMS.

7. EXISTING RPMs AT KIMO-0010 SHALL BE REMOVED AND DISCARDED PRIOR RO MILLING, UNLESS OTHERWISE INSTRUCTED BY THE COR. FINAL LIMITS OF PROPOSED RPMs TO BE INSTALLED ARE AS NOTED ON PLANS.

SAFETY AND SECURITY NOTES:

1. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN ALL BARRICADES, WARNING SIGNS AND MARKING FOR HAZARDS AND THE CONTROL OF TRAFFIC IN REASONABLE CONFORMITY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREET AND HIGHWAYS OR AS REQUIRED BY NPS, SUCH AS TO EFFECTIVELY PREVENT ACCIDENTS IN ALL PLACES WHERE THE WORK CAUSES OBSTRUCTIONS TO THE NORMAL

TRAFFIC OR CONSTITUTES IN ANY WAY A HAZARD TO THE PUBLIC.

2. THE CONTRACTOR SHALL CONTROL HIS OPERATIONS AND THOSE OF HIS SUBCONTRACTORS AND ALL SUPPLIERS TO ASSURE THE LEAST INCONVENIENCE TO THE SITE USERS. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED MOVEMENT OF VEHICULAR TRAFFIC AND SHALL LIMIT HIS OPERATIONS FOR THE SAFETY AND

CONVENIENCE OF THE PUBLIC.

3. THE CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ALL SAFETY SIGNING, CONES AND DRUMS NECESSARY TO PROVIDE A SMOOTH AND PROPER TRANSITION FOR PEDETRIAN ACCESS AND TRAFFIC FLOW.

GENERAL NOTES

OF

PKG.

NO.

334914

TITLE OF SHEETDESIGNED:

CADD:

TECH REVIEW:

DATE:

DRAWING NO.

197,917

N. FARUK

N. JONES

J. GOULD

E. SWEARINGEN

07/26 88PAVEMENT PRESERVATION

SOUTH CAROLINA PARKS (CONG, COWP, KIMO, NISI)

334929 334920 334915

00- C003

EROSION CONTROL NOTES:

1. ALL EROSION CONTROL MEASURES SHALL COMPLY WITH THE SOUTH CAROLINA SOIL AND WATER CONSERVATION

COMMISSION'S MANUAL FOR EROSION AND SEDIMENT CONTROL IN SOUTH CAROLINA.

2. CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER TO ENSURE ALL APPLICABLE CONSTRUCTION AND LAND

DISTURBANCE PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING ANY WORK.

3. EROSION CONTROL MEASURES MUST IN PLACE AND OPERATIONAL PRIOR TO ANY LAND DISTURBING ACTIVITIES, AND MUST REMAIN IN PLACE AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION UNTIL FINAL

STABILIZATION IS ACHIEVED.

4. TEMPORARY CONSTRUCTION ACCESS POINTS MUST BE PROVIDED WHERE CONSTRUCTION VEHICLES EXIT THE

CONSTRUCTION AREA. PUBLIC ROADWAYS MUST BE FREE OF DIRT AND MUD.

5. ANY DISTURBED AREA LEFT EXPOSED FOR 14 OR MORE DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY

SEEDING.

6. THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER'S REPRESENTATIVE IF QUESTIONS ARISE CONCERNING TIMING, DESIGN AND/OR EFFECTIVENESS OF THE EROSION CONTROL MEASURES SHOWN ON THE

PLANS.

7. THE CONTRACTOR SHALL TAKE IMMEDIATE ACTION UPON THE DISCOVERY OF ANY DEFICIENCY IN THE EROSIONAL

CONTROL MEASURES.

8. SILT FENCE MUST BE CLEANED OR RECONSTRUCTED ONCE SEDIMENT VOLUMES EXCEED 1/2 OF THE SILT FENCE

HEIGHT OR AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

9. SILT FENCE MUST MEET THE REQUIREMENTS OF SECTION 171 - TEMPORARY SILT FENCE OF THE DEPARTMENT OF TRANSPORTATION, STATE OF SOUTH CAROLINA, STANDARD SPECIFICATIONS, LATEST EDITION.

10. SEDIMENT REMOVED FROM SEDIMENT CONTROL STRUCTURES TO BE PLACED AT A LOCATION APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. THE AREA AROUND THE SEDIMENT DISPOSAL SITE SHALL BE TREATED

AS TO NOT BE CONTAMINATED OR DAMAGED BY THE SEDIMENT RUNOFF.

11. REAPPLICATION OF THE VEGETATIVE MEASURES MAY BE REQUIRED TO MAINTAIN STABILIZATION.

12. THE CONTRACTOR SHALL MAINTAIN A DAILY RAIN GAUGE AND DAILY RAINFALL RECORDS AT THE SITE OR USE A

REFERENCE SITE FOR A RECORD OF THE DAILY PRECIPITATION DURING CONSTRUCTION.

13. CONSTRUCTION SHALL BE SEQUENCED TO MINIMIZE EXPOSURE TIME OF DISTURBED AREAS.

14. THE CONSTRUCTION EXITS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMANDS, AND REPAIR AND/OR CLEAN-OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES OFF SITE ONTO PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE REMOVED

IMMEDIATELY.

15. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY THE UMITS OF LAND DISTURBANCE SHALL BE CLEARED AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE SHALL OCCUR INSIDE THE LIMITS INDICATED ON THE APPROVED PLANS.

16. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION ENTRANCES/EXITS, ALL PERIMETER EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION.

17. THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES WHILE ROADWAY FRONTAGE

IMPROVEMENTS ARE BEING MADE.

18. THE CONSTRUCTION OF THE SITE WILL INITIATE WITH THE INSTALLATION OF EROSION CONTROL MEASURES SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND EROSION. ALL SEDIMENT CONTROL WILL BE MAINTAINED UNTIL ALL UPSTREAM GROUND WITHIN THE CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT

VEGETATION AND ALL ROADS/DRIVEWAYS HAVE BEEN PAVED

19. CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUT THE CONSTRUCTION

PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY CONSTRUCTION.

20. EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY.

21. ALL SILT BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL

THE SILT BARRIERS ARE CONSTRUCTED.

22. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY CONTRACTING OFFICER'S REPRESENTATIVE OR FULTON COUNTY INSPECTOR. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT

THE END OF EACH WORKING DAY TO ENDUSE MEASURES ARE FUNCTIONING PROPERLY.

23. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL CUT AND FILL SLOPES.

24. SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAD REACHED ONE HALF OF THE CAPACITY OF THE DEVICE.

25. AT THE END OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OUT ANY ACCUMULATED

SEDIMENT IN THE STORM SYSTEM ONCE FINAL STABILIZATION AS BEEN ACHIEVED.

26. APPLY PERMANENT SEEDING PER THE EROSION CONTROL PLANS TO ALL DISTURBED AREAS AS SOON AS POSSIBLE

AFTER GRADING IS COMPLETE.

27. SILT FENCE SHALL BE REMOVED ONCE SITE STABILIZATION HAS BEEN ACHIEVED AND ACCEPTED BY THE

CONTRACTING OFFICER'S REPRESENTATIVE.

28. ADDITIONAL EROSION CONTROL MEASURES WILL BE EMPLOYED BEYOND THOSE SHOWN ON THE EROSION CONTROL PLAN. IF NECESSARY ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED WHERE DETERMINED

NECESSARY BY ACTUAL SITE CONDITIONS AND THE NATIONAL PARK SERVICE INSPECTOR.

TREE PROTECTION NOTES:

1. CONTRACTOR TO STAKE THE LIMITS OF CLEARING, GRADING AND WALKWAY LIMITS THAT AFFECT TREE SAVE AREAS

PRIOR TO COMMENCEMENT OF CONSTRUCTION.

2. THE CONTRACTING OFFICER'S REPRESENTATIVE SHALL REVIEW AND APPROVE THE LOCATION OF TREE PROTECTION MEASURES PRIOR TO THE START OF CONSTRUCTION. TREE PROTECTION BARRICADES SHALL BE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS, AND SHALL BE INSTALLED IN LOCATIONS AS DIRECTED BY THE

CONTRACTING OFFICER'S REPRESENTATIVE.

3. ALL GRADING AND EARTHWORK WITHIN PROTECTED ROOT ZONE AREAS SHALL BE DONE BY HAND OR SMALL

EQUIPMENT TO MINIMIZE ROOT DAMAGE.

4. DO NOT OPERATE OR STORE HEAVY EQUIPMENT WITHIN THE DRIP LINES OF TREES TO BE PROTECTED.

UTILITY NOTES:

1. THE LOCATION OF EXISTING UTILITIES AND STORM DRAINAGE SYSTEMS FEATURES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM NPS SCOPING VISITS AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. SHOULD A DISCREPANCY ARISE BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS, WHICH WOULD APPRECIABLY AFFECT THE EXECUTION OF THESE PLANS, THE

CONTRACTOR WILL HALT ALL CONSTRUCTION AND NOTIFY NPS IMMEDIATELY.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND VERIFYING ALL EXISTING UTILITIES AND FIBER OPTICS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN CROSSING AN UNDERGROUND UTILITY; WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE PROTECTED OR RELOCATED BY THE RESPECTIVE UTILITY PROVIDERS AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY PROVIDER DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT

AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED.

3. CONTRACTOR SHALL MAINTAIN ALL EXISTING UTILITIES IN GOOD WORKING ORDER AND SHALL PROTECT THEM FROM

DAMAGE UNTIL THE WORK IS COMPLETED AND ACCEPTED.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ALL UTILITY STRUCTURES THAT ARE

DAMAGED OR DISTURBED AS A RESULT OF ITS OPERATIONS.

5. ALL EXISTING UTILITY STRUCTURES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE UNLESS OTHERWISE STATED.

6. CONTRACTOR SHALL FOLLOW LOCAL, STATE AND FEDERAL "CALL BEFORE YOU DIG" LAWS. NOTIFICATION REQUESTS SHALL BE COMPLETED 72 HOURS IN ADVANCE OF ANY EXCAVATION ACTIVITIES. EXCAVATION SHALL NOT PROCEED

UNTIL POSITIVE NOTIFICATIONS HAVE BEEN RECEIVED FROM ALL MEMBER UTILITIES.

7. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE AND MATCH, OR IMPROVE EXISTING DRAINAGE CONDITIONS.

8. WHEN IT IS NECESSARY TO INTERRUPT ANY EXISTING UTILITY SERVICE TO MAKE CORRECTIONS AND/OR CONNECTIONS, A MINIMUM OF 48 HOURS ADVANCE NOTICE SHALL BE GIVEN TO THE OWNER. INTERRUPTIONS IN UTILITY SERVICES SHALL BE OF THE SHORTEST POSSIBLE DURATION FOR THE WORK AT HAND AND SHALL BE

APPROVED IN ADVANCE BY NPS.

9. IN THE EVENT THE UTILITY SERVICE IS INTERRUPTED WITHOUT THE REQUIRED 48 HOURS NOTICE, THEN THE CONTRACTOR SHALL BE FINANCIALLY LIABLE FOR ALL DAMAGES SUFFERED BY THE OWNER DUE TO THE UNAUTHORIZED INTERRUPTION. NPS SHALL BE NOTIFIED IMMEDIATELY. RECONNECTION SHALL BE MADE

IMMEDIATELY.

PAVING NOTES:

1. PAVEMENT SHALL BE OF TYPE, THICKNESS AND CROSS SECTION AS INDICATED ON PLANS.

2. EXISTING PAVEMENTS SHALL BE MILLED WHERE THEY MEET PROPOSED RESURFACING AND SHALL BE SMOOTH AND STRAIGHT. WHERE NEW BITUMINOUS CONCRETE MEETS EXISTING BITUMINOUS CONCRETE SURFACES, MILLED EDGES

ARE TO BE SEALED WITH BITUMEN.

3. ASPHALT EMULSION FOR TACK COAT SHALL BE SPRAY APPLIED FOR DOUBLE OVERLAP COVERAGE AT 0.07 GAL/SY

OVER MICRO MILLED SURFACES, AND 0.05 GAL/SY OVER SMOOTH SURFACES.

4. CONTRACTOR SHALL PERFORM QUALITY CONTROL TESTING FOR CONFORMANCE TO SPECIFICATIONS.

5. CONTRACTOR SHALL MAKE A CONSTRUCTION JOINT AT THE END OF EACH DAY'S CONSTRUCTION BY TRIMMING THE END OF THE COMPACTED MIXTURE TO A STRAIGHT VERTICAL PLANE, NORMAL TO THE CENTERLINE OF THE ROADWAY

AND WITH THE VERTICAL EDGE IN THOROUGHLY COMPACTED MATERIAL.

PAVEMENT MARKING NOTES

1. PAVEMENT SURFACES SHALL BE CLEAN, DRY, AND FREE OF DUST, DEBRIS, OIL, AND CONTAMINANTS PRIOR TO

APPLICATION TO ENSURE PROPER ADHESION.

2. CONTRACTOR SHALL FIELD LAY OUT ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND MUTCD.

ROADWAY STRIPING SHALL BE STRAIGHT, UNIFORM, AND PROPERLY ALIGNED WITH THE ROADWAY GEOMETRY.

EQUIPMENT SHALL BE PROPERLY CALIBRATED AND OPERATED TO PREVENT WAVINESS, MISALIGNMENT, OR

IRREGULAR WIDTH. FINAL STRIPING LAYOUT SHALL BE REVIEWED AND APPROVED BY THE CO PRIOR TO

INSTALLATION.

3. A MINIMUM 500 LF CONTROL STRIP (OR REPRESENTATIVE PARKING LAYOUT SEGMENT) SHALL BE INSTALLED FOR CO

APPROVAL PRIOR TO FULL PRODUCTION STRIPING.

4. STRIPING EQUIPMENT SHALL BE MAINTAINED IN PROPER WORKING CONDITION. SPRAY NOZZLES SHALL BE CLEAN

AND FUNCTIONING TO ENSURE UNIFORM WIDTH, THICKNESS, AND EDGE DEFINITION.

5. TYPE H - THERMOPLASTIC PAVEMENT MARKINGS SHALL BE USED FOR STOP BARS AND PEDESTRIAN CROSSWALKS.

TYPE B - WATERBORNE TRAFFIC PAINT SHALL BE USED FOR ALL OTHER STRIPING UNLESS OTHERWISE NOTED.

6. 6 THERMOPLASTIC SHALL BE APPLIED IN A SINGLE UNIFORM LAYER AT SPECIFIED THICKNESS. OVERLAPPING PASSES, EXCESSIVE BUILDUP, OR RAISED EDGES THAT CREATE SURFACE IRREGULARITIES WILL NOT BE PERMITTED.

7. ALL PAVEMENT MARKINGS SHALL BE FREE OF MISALIGNMENT, IRREGULAR WIDTH, STREAKING, OVERSPRAY, BUILDUP RIDGES, OR OTHER DEFECTS. NONCONFORMING MARKINGS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL

COST TO THE OWNER.

DEMOLITION NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE N.P.S. TO ARRANGE FOR A PRE-CONSTRUCTION

CONFERENCE PRIOR TO ANY LAND DISTURBING ACTIVITIES.

STAGING NOTES:

1. THE PHASING PLANS SHOWN IN THIS PLAN SET ARE PRELIMINARY AND PROVIDED FOR CONCEPTUAL GUIDANCE ONLY.

THE CONTRACTOR SHALL DEVELOP A DETAILED CONSTRUCTION SCHEDULE AND PHASING PLAN BASED ON THEIR MEANS AND METHODS AND SUBMIT IT TO THE CO FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. THE CONTRACTOR'S PROPOSED PHASING MAY DIFFER FROM THE CONCEPTUAL PHASING SHOWN, PROVIDED PROJECT

REQUIREMENTS FOR ACCESS, SAFETY, AND OPERATIONS ARE MAINTAINED.

2. CONTRACTOR SHALL MAINTAIN ADA COMPLIANT PEDESTRIAN ACCESS TO ALL PARK VISITOR CENTERS DURING

CONSTRUCTION

3. ONLY ONE BOAT RAMP PER PARK IS ALLOWED TO BE CLOSED FOR CONSTRUCTION AT ANY GIVEN TIME.

4. CONTRACTOR IS TO MAINTAIN ONE-WAY TRAFFIC AROUND ROAD WORK AREAS. WHEN APPLICABLE, THE CONTRACTOR SHALL PROVIDE FLAGGERS TO ENSURE PROPER FLOW OF TRAFFIC ADJACENT TO WORK AREAS.

5. DURING CONSTRUCTION IN PARKING LOTS, THE CONTRACTOR SHALL MAINTAIN THE MINIMUM NUMBER OF PARKING

SPOTS AS DESIGNATED IN THE SPECIFICATIONS.

6. TEMPORARY PAVEMENT MARKINGS SHALL BE INSTALLED AT THE COMPLETION OF EACH CONSTRUCTION PHASE WHERE FINAL STRIPING IS NOT IMMEDIATELY APPLIED. TEMPORARY MARKINGS SHALL MAINTAIN SAFE AND CLEARLY DEFINED PARKING STALLS, TRAFFIC FLOW, AND PEDESTRIAN CROSSINGS UNTIL FINAL STRIPING IS COMPLETED.

GENERAL NOTES

Abutment Abut. Length of Spiral Ls Aggregate aggr. Longitudinal long.

Ahead AH Low Water LW Alternate alt. Mainline M.L.

Average Daily Traffic ADT Material matl.

Back BK Maximum max.

Backslope Anchor Terminal BAT Mile [Kilometer] post M.P. [K.P.]

Balance Point BP Minimum min.

Bearing brg. Monument mon. or MON

Beginning beg. Mechanically Stabilized Embankment MSE Bench Mark BM Nominal Max. Aggregate Size NMAS

Broken White BW Normal Crown NC or NCR Centerline ℄ North N

Center to Center cc, c-c or c. to c. Original Ground OG Centers ctrs. Out to Out o. to o.

Clear clr. Outside Diameter OD

Column col. On Centers o.c.

Connection conn. Pavement pvmt.

Construction Joint Constr. jt. Plate pl.

Continuous cont. Point of Compound Curve PCC Corrugated Metal Pipe CMP Point of Curve PC

Culvert culv. Point of Curve to Spiral PCS or CS Curve Central Angle (Spiral Curve Transitions) Δc Point of Intersection PI Curve Total Angle (Curve Delta or Deflection) Δ Point of Spiral to Curve PSC or SC

Design Hourly Volume DHV Point of Spiral to Tangent SRS Design Speed V Point of Tangent PT

Diagonal diag. Point of Tangent to Spiral PS or TS Diameter D, dia. Point on Curve POC

Diaphragm diaph. Point on Spiral POS Double Solid Yellow Line DSY Point on Tangent POT

Drawing(s) dwg(s), or drwg(s) Radius R Drop Inlet DI Reinforcement (Reinforced) reinf.

East E Required reqd.

Edge of Pavement EP or EOP Right Rt., rt. or RT

Elevation elev. Right-of-way R/W

Elevation with Number El. 94.161 Roadway Rdwy.

[El. 94.16] Route Rte.

Embankment emb. Section Sec.

End Section ES Solid White SW

Equation EQ or eq. South S Equivalent Single Axle Load ESAL Spacing, spaces, or spaced spa.

Excavation exc. Spiral Center Angle s Expansion Joint exp. jt. Standard std.

Flared Anchor Terminal FAT Station Sta.

Footing ftg. Steel Backed Timber SBT

Galvanized galv. Stiffener stiff.

Gage (Gauge) ga. Stringer stgr.

Gyratory Mix, Asphalt GACP Structure struc.

Concrete Pavement PCC Superelevation rate e

Headwall hdwl. Symmetrical sym.

Hexagon hex. Tangent Distance (tangent length) T

High Water HW Temporary Benchmark TBM Inside Diameter ID Temporary Construction Easement TCE

Joint jt. Thread thd.

Lamination lam. Township T.

Latitude lat. Typical typ.

Left lt., Lt. or LT Vehicle per Hour vph Length of Curve (simple curve) L Vertical point of Intersection VPI

Length of Curve (spiral curve transition) Lc West W

RIGHT-OF-WAY LINE

RIGHT-OF-WAY LINE

with MONUMENT

16 SECTION

SECTION CORNER

4 SECTION CORNER

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (PERMANENT - CONSTRUCTION)

ROUTE NUMBERS

SLOPE STAKE

ROADWAY, EXISTING

RAILROAD

TRAIL

INTERMITTENT DRAINAGE/SMALL CREEK

SPRING

LARGE CREEK/RIVER

LAKE, POND or RESERVOIR; MARSHLAND

EXISTING PROPOSED

SILT FENCE

DIVERSION BERM

DIVERSION CHANNEL

CHECK DAM

RIPRAP/CULVERT RIPRAP

BORING LOCATION

TEST PIT

NORTH ARROW

MATERIAL SOURCE

NO SYMBOL

NO SYMBOL

FOUND PROJECTED

INTERSTATE U.S. STATE

B-1

TP-1

NATIONAL BOUNDARY

STATE BOUNDARY

COUNTY BOUNDARY

CITY BOUNDARY

TOWNSHIP or RANGE LINE

SECTION LINE

4 SECTION LINE

16 SECTION LINE

NATIONAL PARK or FOREST BOUNDARY

PROPERTY LINE

TRAVERSE POINT (HORIZ. & VERT.)

TOP OF TRIANGLE POINTS NORTH

TRAVERSE POINT (HORIZ.)

BRASS CAP

STEEL PIN

HUB & TACK

SPOT ELEVATION

COORDINATE GRID TICK

EXISTING PROPOSED

GATE WITH FENCE

CATTLEGUARD

GUARDRAIL

MEDIAN & SIDE (CONCRETE BARRIER)

SIGNS

RETAINING WALL

OVERHEAD (POWER POLE) UTILITIES

P=ELECTRICAL FOR TRANSMISSION LINE

E= ELECTRICAL FOR DISTRIBUTION LINE

T=TELEPHONE, E&T=JOINT ELECTRICAL & TELEPHONE

FO=FIBER OPTICS

SUPPORT POLE with ANCHOR

TELEPHONE BOOTH or PEDESTAL

STREET LIGHT

UNDERGROUND UTILITIES

G=GAS, O=OIL, P-POWER, SS=SANITARY SEWER,

SD=STORM DRAIN, T=TELEPHONE, W=WATER,

E=ELECTRICAL, FO=FIBEROPTICS

BRIDGE

PIPE CULVERT (ARROW SHOWS FLOW)

PIPE CULVERT with END SECTION PIPE CULVERT with HEADWALL

CULVERT with DROP INLET

BOX CULVERT

UNDERDRAIN

BUILDING

TREELINE; TREE

POST MOUNTED

PORTABLE

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS :

LEGEND

SIGN

MONUMENT

FENCE

CURB

STONE CURB

WOODEN CURB

LEGEND

CURB & GUTTER

HISTORICAL

STONE SWALE

CULVERT

UTILITY

PAVED APRON

UNPAVED APRON

LEGEND

TRAFFIC LOOP

GATE

PATCH

AGGREGATE

SEED

PEDESTRIAN

X-ING

PAGE #

DETAIL #

C1

S1

F1

P1

A1

Sw1

T1

Cs1

Cw1

C/G1

Cvt1

U1

Ap1

Au1

G1M1

X1

ITEM ABBREVIATION

NORTH BOUND NB

SOUTH BOUND SB

EAST BOUND EB

WEST BOUND WB

STATION STA

ITEM ABBREVIATION

EXISTING EX

PROPOSED PROP

ROAD RD

PARKWAY PKWY

DRIVE DR

ITEM ABBREVIATION

HIGHWAY HWY

REMOVE & REPLACE R&R

DETACH & RESET D&R

REMOVE & DISCARD R&D

REMOVE & STOCKPILE R&S

SUB SHEET NO.

SHEET

OF

PKG.

NO.

334914

TITLE OF SHEETDESIGNED:

CADD:

TECH REVIEW:

DATE:

DRAWING NO.

197,917

N. FARUK

N. JONES

J. GOULD

E. SWEARINGEN

07/26 88PAVEMENT PRESERVATION

SOUTH CAROLINA PARKS (CONG, COWP, KIMO, NISI)

334929 334920 334915

NOTES:

1. ITEMS IN BLUE ARE

PROPOSED 00-

C004 5

SYMBOLS & ABBREVIATIONS

EXISTING ASPHALT CONCRETE PAVEMENT

VARIESVARIES

DOUBLE APPLICATION HOT APPLIED ASPHALT SEAL COAT

VARIES

MATCH

EXISTING

MATCH

EXISTING

EXISTING ASPHALT CONCRETE PAVEMENT

VARIESVARIES

VARIES

MATCH

EXISTING

MATCH

EXISTING

PAVEMENT PRESERVATION TREATMENT,

SEAL COAT

PAVEMENT PRESERVATION TREATMENT,

CRACK SEAL & SEAL COAT

SEE NOTE 2

DOUBLE APPLICATION HOT APPLIED ASPHALT SEAL COAT

LIMIT OF CONSTRUCTION

LIMIT OF CONSTRUCTION

EX CURB (WHERE PRESENT)

(SEE NOTE 4)

EX CURB (WHERE PRESENT)

(SEE NOTE 4)

1. REFER TO THE PAVEMENT SUMMARY SHEETS FOR AREA

AND EXTENT OF ASPHALT PAVEMENT PRESERVATION

TREATMENT, LIMIT WORK TO THE FOOTPRINT OF THE

EXISTING PAVEMENT.

2. PERFORM CRACK SEALING, FILLING AND SEALING

ACCORDING TO SHEET 12 AT LOCATIONS APPROVED BY

THE COR.

3. PROTECT ROADSIDE ELEMENTS SUCH AS CURB AND

GUTTER, CONCRETE BARRIERS, CONCRETE ISLANDS, AND

MANHOLES FROM ASPHALT OVERSPRAY DURING ALL

ASPHALT PRESERVATION TREATMENT.

4. CURB SHOWN ON ONE SIDE FOR ILLUSTRATION

PURPOSES ONLY. PRESENCE AND LOCATION OF CURBS

WILL VARY BY SITE.

5. REMOVE WHEELSTOPS LOCATED WITHIN THE AREA TO BE

TREATED TO ENSURE THAT ASPHALT PAVEMENT

PRESERVATION TREATMENT IS APPLIED TO THE ENTIRE

PARKING AREA. RESET WHEELSTOPS AFTER PAVING IS

COMPLETED.

6. REMOVE THERMOPLASTIC MARKINGS PRIOR TO PLACING

ASPHALT PAVEMENT PRESERVATION TREATMENT.

7. SUPERPAVE MIXES SHALL UTILIZE PG64-22 LIQUID

ASPHALT GRADING PER SPECIFICATION 32 12 16 UNLESS

OTHERWISE NOTED.

8. SUPERPAVE MIXES SHALL BE TRAFFIC LEVEL B UNLESS

OTHERWISE NOTED.

Notes:

SUB SHEET NO.

SHEET

OF

PKG.

NO.

334914

TITLE OF SHEETDESIGNED:

CADD:

TECH REVIEW:

DATE:

DRAWING NO.

197,917

N. FARUK

N. JONES

J. GOULD

E. SWEARINGEN

07/26 88PAVEMENT PRESERVATION

SOUTH CAROLINA PARKS (CONG, COWP, KIMO, NISI)

334929 334920 334915

00- C301 6

TYPICAL SECTIONS

EXISTING ASPHALT CONCRETE PAVEMENT (AFTER ASPHALT MILLING)

VARIESVARIES

TACK COAT

SUPERPAVE SURFACE COURSE, 2.0" LIFT (SEE NOTE 2)℄

MATCH

EXISTING

MATCH

EXISTING

EXISTING ASPHALT CONCRETE PAVEMENT (AFTER ASPHALT MILLING)

VARIESVARIES

MATCH

EXISTING

MATCH

EXISTING

SUPERPAVE SURFACE COURSE, 2.0" LIFT (SEE NOTE 2)

VARIESVARIES

MATCH

EXISTING

MATCH

EXISTING

PAVEMENT PRESERVATION TREATMENT,

2" ASPHALT MILL & OVERLAY

PAVEMENT PRESERVATION TREATMENT,

4" ASPHALT MILL & OVERLAY (2 LIFTS)

PAVEMENT PRESERVATION TREATMENT,

ASPHALT RECONSTRUCTION

DETAILS NOT TO SCALE

TACK COAT

12.5MM SUPERPAVE BASE COURSE, 2.0" LIFT

SUPERPAVE SURFACE COURSE, 2.0" LIFT (SEE NOTE 2)

TACK COAT

19.0MM SUPERPAVE BASE COURSE, 3.0" LIFT

CRUSHED AGGREGATE BASE COURSE, 6.0" LIFT, COMPACT IN PLACE

EXISTING ASPHALT CONCRETE PAVEMENT

(AFTER ASPHALT MILLING)

VARIESVARIES

VARIES

MATCH

EXISTING

MATCH

EXISTING

PAVEMENT PRESERVATION TREATMENT,

1.0" ASPHALT MILL & OVERLAY

TACK COAT

9.5MM SUPERPAVE SURFACE COURSE, 1.0" LIFT

VARIES

LIMIT OF CONSTRUCTION

LIMIT OF CONSTRUCTION

LIMIT OF CONSTRUCTION

LIMIT OF CONSTRUCTION

VARIES VARIES

VARIES VARIES

EX CURB (WHERE PRESENT)

(SEE NOTE 4)

EX CURB (WHERE PRESENT)

(SEE NOTE 4)

EX CURB (WHERE PRESENT)

(SEE NOTE 4)

EX CURB (WHERE PRESENT)

(SEE NOTE 4)

VARIES VARIES

1. REFER TO THE PAVEMENT SUMMARY SHEETS FOR AREA

AND EXTENT OF ASPHALT PAVEMENT PRESERVATION

TREATMENT, LIMIT WORK TO THE FOOTPRINT OF THE

EXISTING PAVEMENT.

2. AGGREGATE SIZE FOR 2.0" SUPERPAVE SURFACE COURSE

IS DEPENDENT ON THE USAGE. ALL ROADWAYS SHALL

USE A 12.5MM NMAS WHILE ALL PARKING LOTS SHALL USE

A 9.5MM NMAS.

3. PROTECT ROADSIDE ELEMENTS SUCH AS CURB AND

GUTTER, CONCRETE BARRIERS, CONCRETE ISLANDS, AND

MANHOLES FROM ASPHALT OVERSPRAY DURING ALL

ASPHALT PRESERVATION TREATMENT.

4. CURB SHOWN ON ONE SIDE FOR ILLUSTRATION

PURPOSES ONLY. PRESENCE AND LOCATION OF CURBS

WILL VARY BY SITE.

5. REMOVE WHEELSTOPS LOCATED WITHIN THE AREA TO BE

TREATED TO ENSURE THAT ASPHALT PAVEMENT

PRESERVATION TREATMENT IS APPLIED TO THE ENTIRE

PARKING AREA. RESET WHEELSTOPS AFTER PAVING IS

COMPLETED.

6. REMOVE THERMOPLASTIC MARKINGS PRIOR TO PLACING

ASPHALT PAVEMENT PRESERVATION TREATMENT.

7. SUPERPAVE MIXES SHALL UTILIZE PG64-22 LIQUID

ASPHALT GRADING PER SPECIFICATION 32 12 16 UNLESS

OTHERWISE NOTED.

8. SUPERPAVE MIXES SHALL BE TRAFFIC LEVEL B UNLESS

OTHERWISE NOTED.

Notes:

SUB SHEET NO.

SHEET

OF

PKG.

NO.

334914

TITLE OF SHEETDESIGNED:

CADD:

TECH REVIEW:

DATE:

DRAWING NO.

197,917

N. FARUK

N. JONES

J. GOULD

E. SWEARINGEN

07/26 88PAVEMENT PRESERVATION

SOUTH CAROLINA PARKS (CONG, COWP, KIMO, NISI)

334929 334920 334915

00- C302 7

TYPICAL SECTIONS

EXISTING ASPHALT CONCRETE PAVEMENT

PAVEMENT PRESERVATION TREATMENT (SEE SHEETS 00-C301 & 00-C302)℄

ROADWAY OR PARKING AREA WITH CURB

MATCH

EXISTING

MATCH

EXISTING

EXISTING AGGREGATE BASE

ASPHALT PAVEMENT MILLING

(SEE VIEW A-A)

MAINTAIN THE EXISTING

REVEAL (SEE NOTE 4)

EXISTING GROUND

SLOPE VARIES

EXISTING GROUND

SLOPE VARIES

℄ ROAD

PAVEMENT DISTRESS

12.0"12.0"

ASPHALT PATCH PLAN DETAIL

PATCH SAW CUT PARALLEL/PERPENDICULAR

TO DISTRESS

PAVEMENT REPLACEMENT LIMITS

IF THE PATCH LIMIT IS

<24" FROM THE EDGE

OF PAVEMENT, REMOVE

TO EDGE OF PAVEMENT

VA

R

IE

S

3.

0' m in

PAVEMENT PRESERVATION TREATMENT

(SEE SHEETS 00-C303 & 00-C304)

TACK COAT

MILL EXISTING ASPHALT CONCRETE PAVEMENT

(SEE TAPER MILLING TABLE)

EXISTING CONCRETE

GUTTER OR WALKWAY

EXISTING ASPHALT

CONCRETE PAVEMENT

EXISTING BASE

VIEW A-A

TRANSITION PAVEMENT MILLING, WIDTH VARIES

(SEE TAPER MILLING TABLE)

DETAILS NOT TO SCALE

LIMIT OF CONSTRUCTION

NOTES:

1. REFER TO THE PAVEMENT SUMMARY SHEETS FOR AREA AND

EXTENT OF ASPHALT PAVEMENT PRESERVATION TREATMENT, LIMIT

WORK TO THE FOOTPRINT OF THE EXISTING PAVEMENT.

2. PERFORM CRACK SEALING, FILLING AND SEALING ACCORDING TO

SHEET 12 AT LOCATIONS APPROVED BY THE COR.

3. MATCH EXISTING SIDEWALK, ADA RAMPS AND GUTTER ELEVATIONS

BY MILLING ACCORDING TO VIEW A AND TAPER MILLING TABLE OR

AS DIRECTED BY THE COR. TRANSITION TO EXISTING PAVEMENT

ELEVATIONS ACCORDING TO DETAIL E401-01.

4. THE COR WILL DETERMINE THE PATCHING LIMITS BASED ON

CONDITIONS ENCOUNTERED AT TIME OF CONSTRUCTION.

5. REMOVE WHEELSTOPS LOCATED WITHIN THE AREA TO BE TREATED

TO ENSURE THAT ASPHALT PAVEMENT PRESERVATION TREATMENT

IS APPLIED TO THE ENTIRE PARKING AREA. RESET WHEELSTOPS

AFTER PAVING IS COMPLETED.

6. PAVEMENT MARKINGS SHALL MATCH EXISTING LAYOUTS UNLESS

SHOWN DIFFERENTLY ON PLAN. REMOVE THERMOPLASTIC

MARKINGS AND RAISED PAVEMENT MARKERS (RPMs) PRIOR TO

PLACING ASPHALT PAVEMENT PRESERVATION TREATMENT.

7. ALL PATCH SURFACE COURSES WILL BE CONSTRUCTED

MONOLITHICALLY WITH THE MILL AND OVERLAY, WHERE SUCH

TREATMENT COINCIDE WITH THE PATCHING.

8. AGGREGATE SIZE FOR SUPERPAVE SURFACE COURSE IS

DEPENDENT ON THE USAGE. ALL ROADWAYS SHALL USE A 12.5MM

NMAS WHILE ALL PARKING LOTS SHALL USE A 9.5MM NMAS.

9. FOR PATCH TYPE 1, IF UNSUITABLE SUBGRADE MATERIALS ARE

ENCOUNTERED BELOW THE REQUIRED 11" EXCAVATION DEPTH,

REMOVE UNSUITABLE MATERIAL AND BACKFILL IN ACCORDANCE

WITH SECTION 31 23 10 AS DIRECTED BY THE COR.

MILLING DEPTH

0.0" TO 1.0"

1.1" TO 2.0"

2.1" TO 3.0"

3.1" TO 4.0"

MILLING WIDTH

(FT)*

* SEE NOTES

TAPER MILLING TABLE

ASPHALT PAVEMENT PATCH - TYPE 1

SECTION A-A

VARIES

2.0' min.

PAVEMENT PRESERVATION TREATMENT

(SEE SHEET 00-C301, 00-C302 & NOTE 7)

ASPHALT PAVEMENT PATCH TYPE 1:

2" SUPERPAVE SURFACE COURSE (SEE NOTE 8) OVER

3" 19.0MM SUPERPAVE BASE COURSE

SAWCUT/MILL VERTICAL FACE

FULL DEPTH (TYP.)

TACK COAT (TYP.)

EXISTING PAVEMENT (TYP.)

AGGREGATE BASE COURSE, 6" COMPACTED IN-PLACE

REMOVE EXISTING ASPHALT AND

EXCAVATE TO 11" BELOW FINISHED

GRADE. PREPARE AND COMPACT

EXPOSED SUBGRADE (SEE NOTE 9)

SECTION A-A

VARIES

2.0' min.

PAVEMENT PRESERVATION TREATMENT

(SEE SHEET 00-C301 & 00-C302)

ASPHALT PAVEMENT PATCH TYPE 2:

2" SUPERPAVE SURFACE COURSE (SEE NOTE 8) OVER

3" 19.0MM SUPERPAVE BASE COURSE

SAWCUT/MILL

VERTICAL FACE

FULL DEPTH (TYP.)

TACK COAT (TYP.)

EXISTING PAVEMENT (TYP.)

ASPHALT PAVEMENT PATCH - TYPE 2

REMOVE PAVEMENT TO EXISTING

BASE/SUBBASE. FINE GRADE &

COMPACT

00- C303 8

SUB SHEET NO.

SHEET

OF

PKG.

NO.

334914

TITLE OF SHEETDESIGNED:

CADD:

TECH REVIEW:

DATE:

DRAWING NO.

197,917

N. FARUK

N. JONES

J. GOULD

E. SWEARINGEN

07/26 88PAVEMENT PRESERVATION

SOUTH CAROLINA PARKS (CONG, COWP, KIMO, NISI)

334929 334920 334915

TYPICAL SECTIONS

GRAVEL AND WIRE MESH

DROP INLET PROTECTION (TYPE B)

CURB INLET PROTECTION,

BLOCK AND GRAVEL (TYPE D)

SECTION B-B

CURB INLET PROTECTION,

WOODEN WEIR (TYPE E)

SECTION C-C

BLOCK AND GRAVEL DROP INLET PROTECTION (TYPE C)

SECTION A-A

SILT FENCE DROP INLET PROTECTION (TYPE A)

3' m ax

2" x 4" wood fame

Geotextile

Frame

Drop inlet with grate

Gather excess at corners

Bury geotextile to a depth of 8" (min.)

below ground line

Accumulated sediment

Sediment laden runoff

Gravel filter

Wire mesh

18" min.

m in

Extend mesh 12" (typ.)

Wire mesh Concrete block

Gravel filter

Filtered water

Filtered water

Accumulated sediment

Sediment laden runoff

Filtered water

Drop inlet with grate

2" x 2" wood frame

Wire mesh

Overflow

12" min.

18"

B

BWire mesh

Curb inlet

Gravel filler

Concrete block

Gravel filler

Curb inlet

Sand bag or alternate weightWire mesh

2'-0"

Overflow

Sediment laden runoff

Accumulated sediment

Filtered water

Curb inlet

Wire mesh

2" x 4" wood stud, used to retain concrete blocks

C

C

Wire mesh

Gravel (extends across entire opening length)

Sandbag (typ.)

2" x 4" spacer (typ.)

2" x 4" weir

Emergency overflow

2" x 4" anchor (typ.)6'

12"

12"

1. Provide temporary inlet protection at all inlets located within areas receiving milling, seal-coat, or paving operations.

2. Select the protection method most appropriate for the inlet configuration and drainage condition.

3. Avoid installation methods that cause excessive ponding or restrict parking-lot access, pedestrian movement, or ADA routes.

4. Inspect and maintain inlet protection daily during paving operations and after each rainfall. Remove accumulated debris or millings and restore drainage as needed.

5. Remove inlet protection promptly after final sweeping and before reopening the lot to traffic.

6. For gravel fillers use 2- by 3-inch diameter coarse aggregate.

7. Use wire mesh with 12 - by 12 -inch openings.

8. Use type A inlet protection in sump locations only.

9. Use type B inlet protection only in sump locations where heavy concentrated flows are not expected.

Do not use where ponding around the structure might cause inconvenience or damage.

Notes:

SUB SHEET NO.

SHEET

OF

PKG.

NO.

334914

TITLE OF SHEETDESIGNED:

CADD:

TECH REVIEW:

DATE:

DRAWING NO.

197,917

N. FARUK

N. BUJWID

J. GOULD

07/26

PAVEMENT PRESERVATION

SOUTH CAROLINA PARK UNITS

334929 334920 334915

00- C501 9

CONSTRUCTION DETAILS

TEMPORARY INLET PROTECTION

DITCH

GRADE*

CHECK DAM

SPACING(S) **

8"

HIGH

12"

HIGH

2% 33 ft 50 ft

3% 22 ft 33 ft

4% 16 ft 25 ft

5% 13 ft 20 ft

* Do not install check dams on grades below 2% ** Adjust spacing as approved based on site conditions

1. Use fiber rolls to intercept and filter runoff from disturbed shoulder or patch areas until permanent stabilization is achieved.

2. Install along the down-slope limit of aggregate/seed repair areas and up-slope of drop inlets in vegetated areas.

3. For use on paved shoulders, support rolls with gravel bags or equivalent ballast.

4. Maintain in place until vegetation is established; remove upon final stabilization.

5. Install, maintain, and remove in accordance with Specification

01.57.23 - Temporary Storm Water Pollution Prevention.

6. Use fiber rolls with a minimum 8-inch diameter. For drain inlet protection, use fiber rolls with a minimum 12-inch diameter.

7. Prior to installation, clear all obstructions including rocks, clods, and debris greater than 1-inch that may interfere with proper function of the fiber roll.

8. For untrenched installation, blow or hand place mulch or compost on uphill side of the slope along the fiber roll.

9. Place fiber rolls on level grade and parallel to contours. Extend both ends of the fiber roll at least 8 feet upslope at 45 degrees to the main alignment.

10. When more than one fiber roll is needed, overlap ends 12 inches minimum and stake.

11. Remove sediment deposits when accumulation is one-half the height of the exposed fiber roll.

12. Replace biodegradable fiber rolls 6 months after installation and photodegradable fiber rolls after 12 months after installation.

13. When fiber rolls are required on paved surfaces, use gravel bags to support them as shown on the inlet protection detail.

Notes:

SLOPE MAX INTERVAL

1V:4H or Flatter 20 Ft

1V:4H - 1V:2H 15 Ft

1V:2H or Steeper 10 Ft

PLAN VIEWINLET PROTECTION

UNTRENCHED INSTALLATION ENTRENCHED INSTALLATION

ROLL OVERLAP

MAXIMUM ALLOWABLE SLOPE

LENGTH ABOVE FIBER ROLLS

FIBER ROLL CHECK DAM

PLAN VIEW

TRAPEZOIDAL DITCHV-DITCH

Upslope stake Downslope stake

Fiber roll, 8" dia. min.

Downslope stakeUpslope stake, place equidistant between downslope stakes

Wood stake, (typ. see Note 6)

Upslope stake Downslope stake

Fiber roll, 8" dia. min.

Fiber roll, 8" dia. min.

Wood stake (typ) See Note 6

Contour line (typ.)

Undisturbed Area

Disturbed Area

Non-woven filter fabric set under drain inlet.

Gravel bag weights at ends and 36" o.c. (typ) See Note 11

Fiber roll, 12" dia. min.

Wood mulch or compost to 12 height of roll

Fiber roll, 8" dia. min.

Wood stake (typ) See Note 6

Trench into ground 13 the diameter of the log, max.

Fiber roll, 8" dia. min.

Wood stake, (typ. see Note 6)

Wood stake, (typ. see Note 6)

2' max.

FlowFlow

Flow Flow

Fl ow

Flow

Flow

Fl ow

Flow

12" min.

4' max.

8' max.

FIBER ROLL ISOMETRIC VIEW

FIBER ROLL CHECK DAM CROSS SECTIONS

SUB SHEET NO.

SHEET

OF

PKG.

NO.

334914

TITLE OF SHEETDESIGNED:

CADD:

TECH REVIEW:

DATE:

DRAWING NO.

197,917

N. FARUK

N. BUJWID

J. GOULD

07/26

PAVEMENT PRESERVATION

SOUTH CAROLINA PARK UNITS

334929 334920 334915

00- C502 10

CONSTRUCTION DETAILS

FIBER ROLL

Existing asphalt pavement

Existing base course

Saw cut or Mill (Partial or Full Depth of existing asphalt pavement)

New asphalt pavement

New base course

NEW PAVEMENT TRANSITION DETAIL

AGGREGATE SHOULDER SUPPORT DETAIL

EX PAVEMENT

EX EDGE-SHOULDER DROP OFF

(DEPTH VARIES)

EX SHOULDER

VARIES

VARIES

SURFACE PREPARATION

AGGREGATE SHOULDER SUPPORT

Notes:

1. Furnish aggregate shoulder support as shown on the plans or as directed in the field to eliminate edge drop-off.

2. Remove all vegetation, organic material, loose soil, and unsuitable material within the limits of the shoulder repair.

3. Scarify existing shoulder surface to a minimum depth of 2 inches to provide a roughened, firm foundation prior to placement.

4. Compact scarified subgrade to a firm, stable condition. Soft or yielding areas shall be undercut and replaced with suitable material as directed by the CO.

5. Place aggregate/topsoil blend in maximum 6-inch lifts and compact each lift to a firm condition.

6. Shoulder material shall be installed flush with the edge of pavement.

7. Grade shoulder to provide positive drainage away from pavement and match existing ground at outer edge.

8. For COWP, KIMO, and NISI, aggregate shoulder support shall consist of approved aggregate/seed mixes in accordance with Section 32 91 19.14. No seeding is required for aggregate shoulder support at CONG.

Notes:

SUB SHEET NO.

SHEET

OF

PKG.

NO.

334914

TITLE OF SHEETDESIGNED:

CADD:

TECH REVIEW:

DATE:

DRAWING NO.

197,917

N. FARUK

N. BUJWID

J. GOULD

07/26

PAVEMENT PRESERVATION

SOUTH CAROLINA PARK UNITS

334929 334920 334915

00- C503 11

CONSTRUCTION DETAILS

PAVEMENT TRANSITIONS &

AGGREGATE SHOULDER SUPPORT

Less than 1" See note 3

1" and greater

CRACK SEALING CRACK FILLING

CRACK SEALING AND FILLING

Ensure all remaining overband is flush with the existing surface

Fill crack with hot applied crack filler or hot mix asphalt concrete flush with existing surface

Strike off material 14 inches below existing surface

Seal crack with hot applied crack sealant

1. Apply treatment according to Section 32 01 17.61. Follow manufacturer's recommendations for sealing and filling cracks.

2. Force crack repair material into cracks to ensure adhesion to existing surface.

3. Squeegee excess crack sealing and filling material left above surface. Do no overband cracks.

4. Where routing is not performed or where edge spalling is present, Contractor may place a feathered overband not to exceed 1.5 - 2 in total width and 18 in thickness, tapered to zero at the edges.

Notes:

SUB SHEET NO.

SHEET

OF

PKG.

NO.

334914

TITLE OF SHEETDESIGNED:

CADD:

TECH REVIEW:

DATE:

DRAWING NO.

197,917

N. FARUK

N. BUJWID

J. GOULD

07/26

PAVEMENT PRESERVATION

SOUTH CAROLINA PARK UNITS

334929 334920 334915

00- C504 12

CONSTRUCTION DETAILS

ASPHALT PAVEMENT CRACK SEALING

AND FILLING

ANGULAR PARKING

HEAD-ON PARKING

WHEELSTOP LAYOUTSECTION C-C

PLAN VIEW

C

CFormed hole for pin (typ.)1' (typ.)

1 2"

6'-7" 90°

Stall lines

Edge of pavement

Edge of pavement

Stall lines

Varies 6" (min.)*

6' - 7'

2'

* Wheelstop

W heelstop6' - 7'

7 12"

1 4"

Pavement surface

1" R

#4 Reinforcing steel (typ.)

See Note 3

1" Grout

2" elastomeric joint sealant

1 18" R 4"

2" 7 8"

1 14"1 2" R

1 4"

1 2"

1 14"

1 4" 1

3 4"

1. Center wheelstops between and perpendicular to stall lines.

2. Variations in wheelstops will be allowed to meet manufacturer's standards as approved.

3. Extend the reinforcing steel to within 1 inch of ends of wheelstop.

Notes:

SUB SHEET NO.

SHEET

OF

PKG.

NO.

334914

TITLE OF SHEETDESIGNED:

CADD:

TECH REVIEW:

DATE:

DRAWING NO.

197,917

N. FARUK

N. BUJWID

J. GOULD

07/26

PAVEMENT PRESERVATION

SOUTH CAROLINA PARK UNITS

334929 334920 334915

00- C505 13

CONSTRUCTION DETAILS

CONCRETE WHEELSTOP

AA

6"

4" Ø X 18" REBAR ANCHOR,

DRIVEN INTO ASPHALT

4" X 6" (NOMINAL) PRESSURE-TREATED

TIMBER (NATURAL/CLEAR FINISH)

67.5°

VARIES

VARIES

VARIES METERED JOINTS,

FLUSH-MOUNTED (TYP.)

PLAN VIEW

WOODEN CURB

SECTION A-A

OPTION 1

ASPHALT PAVEMENT

TREE ISLAND

PAVEMENT-SIDE EDGE OF THE TIMBER

TO BE ROUNDED / CHAMFERED

(MIN. 1" RADIUS)

4" Ø X 18" REBAR ANCHOR,

3' MAX O.C., MIN TWO PER TIMBER

4" X 6" (NOMINAL) PRESSURE-TREATED

TIMBER (NATURAL/CLEAR FINISH)

67.5°

SECTION A-A

OPTION 2

4" COMPACTED GRAVEL BASE

TREE ISLAND

PAVEMENT-SIDE EDGE OF THE TIMBER TO BE

ROUNDED / CHAMFERED (MIN. 1" RADIUS)

4" Ø X 18" REBAR ANCHOR,

3' MAX O.C., MIN TWO PER TIMBER

4" X 6" (NOMINAL) PRESSURE-TREATED

TIMBER (NATURAL/CLEAR FINISH)

6"

4"

ASPHALT PAVEMENT

6"

4"

1. This detail is intended for replacement of existing wooden curbs in kind. Location, orientation, and size shall match existing in field conditions.

2. Wood shall be pressure-treated for ground contact per AWPA

UC4A.

3. Apply clear wood preservative or stain before installation;

retreat field cuts and drilled holes after installation.

4.