Burn Bldg Addendum #1.pdf

ADDENDUM NO. 1

DATE OF ISSUE – November 22, 2024

ACC PSTC BURN BUILDING

ALAMANCE COMMUNITY COLLEGE

BURLINGTON, NORTH CAROLINA

PROJECT MANUAL

SCO ID# 19-21198-01C

Architect’s Project Number: 600646.1

Prepared by

MOSELEY ARCHITECTS

911 N. WEST STREET

SUITE #205

RALEIGH, NORTH CAROLINA 27603

ACC PSTC – BURN BUILDING ADDENDUM #1

212 STONE QUARRY ROAD, BURLINGTON NC 27258

November 22, 2024 ADDENDUM NO. 01 Page 1 of 1

GENERAL:

Planholders are requested to insert this Addendum in the front of their Project Manual. Inform all concerned that the Bidding Documents are modified by this Addendum.

The following modifications and clarifications are hereby made a part of the Bidding Documents and supersede or otherwise modify the provisions of the published Project Manual and Drawings, dated October 4, 2024; with Addendum No. 01, dated November 22, 2024.

Refer to the Drawings, Specification Sections, or other Documents, if any, attached to this Addendum, which are hereby made a part of this Addendum.

MODIFICATIONS TO Drawings ADDENDUM NO. 1:

Drawing Revisions:

1. Replace drawing C2.0 with the attached. Due to minimal slopes on asphalt drainage around structure, the drainage path is being revised to show as 3-ft wide shallow concrete drainage channel.

2. Replace Drawing C3.0 with the attached. The concrete detail has been updated to show a cross section for the proposed concrete drainage channel. Note: This does not change the alternate 1 request to pave all the areas with heavy duty concrete in lieu of the asphalt paving and shallow concrete channel.

Responses to Questions:

1. Spec 14000 - 1.08A notes that the Owner is carrying the testing for Special inspections and Section 312000 - 1.7C notes that the Owner is carrying sitework testing. Please confirm if the GC should include third party testing and labelling of the fire training structure per 133421 1.4H.

Response: GC should perform testing as described in 133421 1.4H

2. Please confirm if the bid form unit price for unsuitable soils should assume removal offsite or disposal on site and any replacement.

Response: Yes, please review section 012200 – Unit prices which describes this as removal off-site and replacement with off-site CABC stone.

3. 312000 – 1.10D.1 notes there are unit price allowances. Please clarify.

Response: Please review section 012200 unit prices and 012100 Allowances. Your allowance times your unit cost should be included in your bid.

4. Please confirm how to coordinate site visits.

Response: The site will be open to visitors Tuesday December 3, 2024 from 1pm-3pm. Parking is available at the training complex. Check in at the administration building.

GND

572.27'

W

W

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X

X

X

X

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SA

N

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X

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UG

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N

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W

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W W W W W

W

W

U G P

U G P

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2.

N

9°

'1 2"

E

N61° 45' 50"E 181.34'

S79° 57' 19"E 62.00'

S1 0°

2'

1"

W

6.

BURLINGTON LAND

HOLDINGS, LLC

DB. 2998 P. 773

77.38 ACRES+-(BY

COORDINATES) 0.12+-

SQUARE MILES

CITY OF BURLINGTON

DB. 274 P. 333

EX. ASPHALT

PAVEMENT

EX. TRAINING

BUILDING

EX. CONCRETE

EX

. C

O N

C R

ET

E EX

. 8 " D

U C

TI

LE

IR

O

N

EX. E

DGE O

F

ASPHALT

EX. UNDERGROUND

TRAINING VAULTS

(NOT ACTIVE UTILITIES)

EX

. A

SP

HA

LT

D

RI

VE

EX. UNDERGROUND

TELEPHONE

EX.GRAVEL

TOP DITCH

BOTTOM

DITCH

EX. TRAINING

TOWER

EX

. F

EN

CE

EX

.S

AN

IT

AR

Y

SE

W

ER

EX. E

DGE O

F

ASPHALT

EX. LAWN

EX. LAWN

EX. LAWN

EX. WATER

VAULT

EX

. E

D G

E O

F

AS

PH

AL

T

EX

. E

D G

E O

F

AS

PH

AL

T

EX. E

DGE O

F

ASPHALT

EX. CONCRETE

EX.

CONC.

EX. UNDERGROUND

POWER

EX. TRAINING

BUILDING

EX. TELEPHONE

BOX

EX

. W

AT

ER

L

IN

E

EX

AC

T

SI

ZE

M

AT

ER

IA

L

UN

KN

OW

N

EX. WATER LINE EXACT SIZE &MATERIAL UNKNOWN

EX. LAWN

EX. WATER

METER

EX

.U

N D

ER

G

R O

U N

D P

R

IM

AR

Y

EX. HYDRANT

EX. GATE

VALVE

EX. PIPE AND

CONCRETE VAULT

EX. TRANSFORMER

BENCHMARK

N:853763.83 E:1887707.98

EX

. 8

" D U

C

TI

LE

IR

O N

EX

. 8

" D U

C

TI

LE

IR

O N

EX. GATE VALVE

EX. GATE VALVE

EX. HYDRANT

BURN TOWER

LEASE LOT

EX. TREE LINE

EX. TREE LINE

C O

N

ST

R U

C

TI

O N

L

IM

IT

S

C O

N

ST

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S

EX

. E

D G

E O

F C

O N

C R

ET

E

EX.GRAVEL

EX. WATERLINE

(SIZE & MATERIAL

UNKNOWN)

N79° 57' 19"W 62.00'

N

° 0 2'

1"

E

6.

N:853849.62 E:1887867.73

FIRE TRAINING

TOWER

(SEE ARCH)

FFE=576.92

SIDE 'A'

SI

D

E 'B

SIDE 'C'

SI

D

E 'D

" D

IP

(C

HP

576.80'

EX. GND

575.45'

PROVIDE POSITIVE

DRAINAGE AROUND

STRUCTURE

PROVIDE POSITIVE

DRAINAGE AROUND

STRUCTURE

PROVIDE POSITIVE

DRAINAGE IN DITCH

PROVIDE POSITIVE

DRAINAGE IN DITCH

HP

575.04'

GND

574.65'

C3.0

C3.0

C3.0

C3.0

C3.0

ALT #1: PROVIDE

HEAVY DUTY

CONCRETE IN LIEU

OF ASPHALT

C3.0

C3.0

ALT #1: PROVIDE

HEAVY DUTY

CONCRETE IN LIEU

OF ASPHALT

C3.0

A

HYDRANT IMPROVEMENTS

UNDER SEPARATE

CONTRACT. COORDINATE

INSTALL PRIOR TO PAVING

B

C

PROVIDE 95%

COMPACTED

SUBGRADE

AROUND PIPE

C

-2.37%

-3.36%

-4 .4

4%

-3.42%

-4.17%

-3 .4

1%

-4.17%

-1 .7

1%

2' SHOULDER

AT 2%

1.5' SHOULDER

AT 2%

2' SHOULDER

AT 2%

A

A

A

ADJUST EXISTING MANHOLE LID AND

FRAME SO LID IS FLUSH IN PAVEMENT.

PROVIDE NON-SHRINK GROUT SO

THAT VAULT IS WATERTIGHT.

A

PROVIDE STAIRS

PER SPECIFICATION

SECTION 133421

D

D

D

D

D

C3.0

C3.0

C3.0

C3.0

PVMT

575.10'

PVMT

576.16'

PVMT

575.33'

PVMT

576.00'

ALT #1: PROVIDE

HEAVY DUTY

CONCRETE IN LIEU

OF ASPHALT

COORDINATE LAYDOWN AND

STORAGE AREAS WITH

OWNER AND SITE USERS

LP

573.60'

PVMT

575.15'

PVMT

575.05'

PVMT

574.75'

PVMT

574.85'

PROVIDE TOP OF

RIP RAP AT

FINISHED GRADE

(KEYED IN)

C3.0

C3.0

C3.0

3'

3'

CONCRETE FLUME

CONCRETE FLUME

CONCRETE FLUME

1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE ALAMANCE

COUNTY, NCDOT AND OSHA STANDARDS AND SPECIFICATIONS.

2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, BUILDING

WALL FACE OR PROPERTY LINE, UNLESS OTHERWISE NOTED.

3. ALL RADII ARE DIMENSIONED FROM BACK OF CURB. IF NOT STATED, RADII

DIMENSION IS 5'.

4. FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES PRIOR TO

CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO

COMMENCING ANY RELATED CONSTRUCTION.

5. BE RESPONSIBLE WITH OFF-SITE DISPOSAL OF ALL WASTE MATERIALS

GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL

APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND/OR WASTE AREAS.

6. REPLACE ANY DAMAGED STRUCTURES, PAVING, UTILITIES, OR

LANDSCAPING DURING CONSTRUCTION. REPLACEMENT SHALL BE MADE

AT NO EXPENSE TO THE OWNER. REPAIRS MAY BE PERFORMED PER

ARCHITECT'S WRITTEN APPROVAL.

7. AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION, NOTIFY

"NORTH CAROLINA ONE CALL" (811) OR (1-800-632-4949) TO HAVE EXISTING

UTILITIES LOCATED. ALL PRIVATE UTILITIES SHALL BE LOCATED AS

NEEDED BY A PRIVATE UTILITY LOCATE COMPANY AT NOT ADDITIONAL

COST TO OWNER.

8. ALL CURB AND GUTTER OFFSITE SHALL BE 24" WIDE UNLESS NOTED .

OTHERWISE

9. ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PER

PROJECT DETAILS AND NCDOT STANDARDS AND SPECIFICATIONS.

10. RAISE ALL STRUCTURES AT NO ADDITIONAL COST TO THE OWNER SO

THAT THE TOP OF THE STRUCTURE EQUALS THE FINISH GRADE OF THE

FINISHED PAVEMENT.

11. COORDINATE THE PROJECT SCHEDULE WITH THE CIVIL ARCHITECT AND

OWNER IN ACCORDANCE WITH THE OWNER'S ONGOING ONSITE

OPERATIONS. ANY UTILITY INTERRUPTIONS SHALL BE COORDINATED

WITH THE OWNER AT LEAST 72 HOURS PRIOR TO THE INTERRUPTION.

12. PROVIDE A SMOOTH TRANSITION BETWEEN NEW ASPHALT AND EXISTING

ASPHALT SURFACES.

13. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR

THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE

FOR THE WIDTH OF THE SIDEWALK. NOTIFY ARCHITECT IF THIS CANNOT

BE ACHIEVED.

1. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CITY OF

BURLINGTON , NCDOT AND OSHA STANDARDS AND SPECIFICATIONS.

2. COORDINATE THE PROJECT SCHEDULE WITH THE OWNER, AND

ADJACENT USERS OF THE PROPERTY. MAINTAIN TRAFFIC FLOW AND DO

NOT INTERRUPT UTILITIES AROUND THE SITE. DO NO DISTURB

OPERATIONS OF ADJACENT SITES AND FACILITIES AND/OR THEIR

OWNER'S ONGOING OPERATIONS.

3. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE

BOXES, CLEANOUTS, AND ALL OTHER UTILITY STRUCTURES SHALL BE

ADJUSTED AS NEEDED TO MATCH FINISHED GRADE.

4. ALL BACKFILL, COMPACTION, AND ALL OTHER SOILS TESTING REQUIRED

TO VERIFY COMPLIANCE WITH THE CONSTRUCTION DRAWINGS SHALL BE

PERFORMED BY THE OWNER'S INDEPENDENT TESTING LABORATORY.

5. ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTED

OTHERWISE.

6. SPOT GRADE ABBREVIATIONS:

6.1. HP: HIGH POINT

6.2. LP: LOW POINT

6.3. FFE: FINISHED FLOOR ELEVATION

6.4. GND: FINISHED GROUND ELEVATION

6.5. PVMT: FINISHED PAVEMENT ELEVATION

6.6 EX. GND.: EXISTING GROUND

7. SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK

POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT

ELEVATIONS ARE SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE

OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE TAKEN INTO

CONSIDERATION. REVIEW THE GRADING PLAN IN DETAIL AND ENSURE

ALL CRITICAL GRADE POINTS ARE STAKED AND FOLLOWED TO PROVIDE

POSITIVE DRAINAGE. NOTIFY ARCHITECT IF ADDITIONAL POINTS ARE

NEEDED.

8. ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83 2011).

9. CALL NC ONE CALL (811) TO LOCATE ALL UNDERGROUND UTILITIES.

PRIVATE UTILITIES SHALL BE LOCATED BY A PRIVATE LOCATE SERVICE

AT NO ADDITIONAL EXPENSE TO THE OWNER.

10. INSTALL ALL STORM SEWERS TO PROVIDE REQUIRED CLEARANCES TO

CROSSING UTILITIES AS INDICATED IN THE DRAWINGS AND

SPECIFICATIONS.

11. JOINT FILL AND CAULK EACH CONCRETE EXPANSION JOINT AND WHERE

CONCRETE PAVEMENT ABUTS OTHER PAVEMENTS, SIDEWALKS, OR HARD

SURFACES.

12. MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL

EVENT IN ACCORDANCE WITH NCDEQ LAND QUALITY REQUIREMENTS

AND AS DIRECTED BY THE NCDEQ AND CIVIL ARCHITECT.

13. FLUSH ALL SEDIMENT OUT OF STORM DRAINAGE PIPES AND

STRUCTURES FOLLOWING SITE STABILIZATION AND AT THE END OF

CONSTRUCTION. FLUSH OUT PIPES AS NEEDED THROUGHOUT

CONSTRUCTION TO MAINTAIN PROPER FUNCTIONING OF THE DRAINAGE

SYSTEM.

14. ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR

THE LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE

FOR THE WIDTH OF THE SIDEWALK.

15. IF ANY DISCREPANCIES OF THE SLOPE REQUIREMENTS ABOVE ARE

FOUND, NOTIFY ARCHITECT PRIOR TO POURING ANY CONCRETE.

SITE LAYOUT NOTES

GRADING & DRAINAGE NOTES

ASPHALT PAVEMENT

HEAVY DUTY CONCRETE (BASE BID: CONCRETE

FLUME; ALT #1; ALL PAVING IN LIEU OF ASPHALT)

COORDINATE EXP. CONTROL JOINTS

STANDARD DUTY CONCRETE

GRADING & DRAINAGE KEY NOTES

TIE PAVEMENTS FLUSH WITH EXISTING

C3.0

C3.0

A

C3.0

TOWER FOUNDATION. SEE SPECIFICATION

SECTION 133421

B

PROVIDE CLASS A RIP RAP 12" THICK OVER

8-OUNCE NON-WOVEN WEED BARRIER

C

PROVIDE TALL FESCUE GRASS SEED IN

ALL DISTURBED AREAS

D

EROSION CONTROL WATTLE4

C3.0

STORM PIPE TABLE

PIPE #

PIPE 1

DIA

12"

FROM - TO

1 - 2

UPSTREAM

INVERT

373.60

DOWNSTREAM

INVERT

373.40

SLOPE

1.22%

LENGTH

16.40 LF

DESCRIPTION

12" DIP (C50)

N

AD

SCALE 1"=10'

20'10'

SITE, GRADING, &

PHASE 2 EROSION

CONTROL PLAN

C2.0

M O

SE

LE

YA

R

C H

IT

EC

TS

.C

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PROJECT NO:

DATE:

PH

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(9

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600646.1

OCTOBER 4, 2024

REVISIONS

DATE DESCRIPTION

120 MOSAIC BLVD; SUITE 200-21

PITTSBORO, NC 27312

PHONE:(919)698-6883 | LICENSE: C-5114

WWW.FRANKLANDDESIGN.COM

11/22/2024 ADDENDUM 1

VICINITY MAP |1"=2000'

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text P

AutoCAD SHX Text W

AutoCAD SHX Text P

TYPICAL CONSTRUCTION JOINT

CONC SLAB THICKNESS = 7"

CABC THICKNESS = 6"

REINFORCEMENT = 6x6 - W2.9xW2.9

TYPICAL THICKENED EDGE

(ALL EDGES OF CONCRETE)

12" 6"

MIN

6"

CONCRETE PAVEMENT DIMENSIONS

1/4"

2"

8"

7" 6"

TYPICAL CONTROL JOINT

1/4"

JOINT

2"

4"

TYPICAL EXPANSION

JOINT

1/2"

JOINT

FULL

DEPTH

8"

DOWEL RODS = 18" #5 SMOOTH BARS

GREASED BOTH SIDES

NOTES:

1. ALL CONCRETE PAVEMENT SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4,000 PSI MIN. (ASTM C39).

2. CONTROL JOINTS SHALL BE SPACED AT 8' O.C.E.W. MAX. OR AS INDICATED ON THE PLAN.

3. EXPANSION JOINTS SHALL BE SPACED AT 20' O.C.E.W. MAX. OR AS INDICATED ON THE PLAN AND WHERE

CONCRETE PAVEMENT ABUTS ANY RIGID OBJECT. CAULK ALL EXPANSION JOINTS WITH SELF LEVELING

CAULK.

4. INSTALL THICKENED EDGES ALONG ALL EDGES / SIDES OF CONCRETE PAVEMENT.

5. O.C.E.W. REFERS TO "ON CENTER EACH WAY".

6. HEAVY DUTY CONCRETE PAVEMENT: THE THICKENED EDGE SHOWN IN CONCRETE PAVEMENT DETAIL IS

REQUIRED WHERE THE CONCRETE MEETS THE ASPHALT, GRAVEL, CONCRETE MOW STRIPS, AND

UNBOUND EDGES. THE 6X6 - W2.9XW2.9 REINFORCEMENT SHOWN CAN BE OMITTED EXCEPT FOR

ODD-SHAPED SLABS AND SLABS CONTAINING STRUCTURES (LIGHTS, BOLLARDS, OR OTHER

STRUCTURES.). THE REINFORCEMENT IS TO MITIGATE CRACKING DUE TO STRUCTURES. #5 SMOOTH BARS

ARE TO BE USED AT THE CONSTRUCTION JOINTS AS NOTED IN THE DETAIL.

CONCRETE PAVEMENT SLAB

COMPACTED AGGREGATE BASE COURSE (CABC)

(SEE NCDOT SPECIFICATIONS)

COMPACTED SUBGRADE

1/4" WIDE x 2" DEEP

JOINT W/ 1/8" RADII

DOWEL ROD: 18" #5 SMOOTH BAR

18" O.C. GREASED BOTH SIDES.

1/4" WIDE x 2" DEEP

JOINT W/ 1/8" RADII.

SEAL WITH

PAVEMENT CAULK TO

1/8" BELOW

PAVEMENT ELEV

INSERT FABRIC JOINT

FILLER FULL DEPTH

PRIME COAT

ON STONE

(ADJACENT OTHER

HARD SURFACES

ONLY)

TACK

COAT

BETWEEN

LIFTS

SEE SITE PLAN

4"

1/4" PER FT CROSS SLOPE

1/4" WIDE x 1" DEEP

GROOVED JOINT

W/ 1/8" RADII

1/2" WIDE FULL-

DEPTH JOINT W/

1/8" RADII

JOINT FILLER

TO 1/4" FROM

SIDEWALK

SURFACE

TYPICAL CONTROL JOINT

NTS

TYPICAL EXPANSION JOINT

NTS

RIGID OBJECT

EXPANSION JOIINT

TYPICAL SIDEWALK SECTION

NTS

GENERAL NOTES:

1. PROVIDE GROOVE CONTROL JOINT 1-IN DEEP WITH 1/8-IN RADII IN SIDEWALK AT 5' INTERVALS UNLESS INDICATED

OTHERWISE.

2. PROVIDE 1/2-IN EXPANSION JOINT AT 50' INTERVALS.

3. PROVIDE 1/2-IN EXPANSION JOINT WHERE THE SIDEWALK ABUTS ANY RIGID STRUCTURE.

4. SEE SPECIFICATIONS FOR ADDITIONAL JOINT SPACING REQUIREMENTS.

5. ALL CONCRETE SHALL BE 3,000 P.S.I. WITH BROOM FINISH.

6. ALL CONCRETE SHALL HAVE 2% OR LESS CROSS SLOPE.

7. ALL CONCRETE SHALL HAVE 5% OR LESS LONGITUDINAL SLOPE.

8. ALL CONCRETE SHALL SLOPE AWAY FROM BUILDINGS OR STRUCTURES

COMPACTED SUBGRADE

4-IN STONE ABC SUBGRADE

PROFILE VIEW

FILTER FABRIC

OR DITCH LINER DITCHLINE

WOODEN STAKE WITH WATTLE

ANCHORED TO THE TOP

FLOW

DITCHLINE

FILTER FABRIC

OR DITCH LINER

WOODEN STAKE

8" FABRIC STAPLE

12" DIAMETER STRAW FILLED WATTLE

FASTENED TO WOODEN STAKE BY NAIL OR

STAPLE

18" 18"

6" COVER

12" DIAMETER STRAW FILLED WATTLE

NOTES:

1. WATTLES SHALL BE FILLED WITH STRAW OR OTHER APPROVED MATERIAL.

2. SPACING FOR WATTLES SHALL BE AS SHOWN ON EROSION CONTROL PLAN.

3. STAKE IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.

4. THE SOCK SHALL BE PRODUCED FROM A 5 MIL THICK CONTINUOUS POLYPROPYLENE, WOVEN INTO A TUBULAR

MESH NETTING MATERIAL, WITH OPENINGS IN THE KNITTED MESH OF 1/8"TO 3/8" OPENINGS.

5. HARDWOOD 2"x2" STAKES SHALL BE DRIVEN THROUGH CENTER OF COMPOST SOCK AT 4' O.C. MAXIMUM

SPACING ANGLED UP SLOPE.

MAINTENANCE NOTES:

1. INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER).

2. REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR

TORN.

3. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A

DIFFERENT MEASURE.

4. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED.

5. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE

MEASURE HAS BEEN PERMANENTLY STABILIZED.

CROSS SECTION

N.T.S.2 HEAVY DUTY CONCRETE PAVINGASPHALT PAVEMENT N.T.S.1

NCDOT CABC STONE

INTERMEDIATE COURSE

TYPE I-19.0C (2018)

NOTES:

1. AS NEEDED, INSTALL INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THE SITE DURING

CONSTRUCTION. PROVIDED ADEQUATE THICKNESS PER NCDOT SPECIFICATIONS FOR INTERMEDIATE PAVING. ADDITIONAL INTERMEDIATE COURSE USED TO STABILIZE THE SITE SHALL BE PROVIDED AT

NO ADDITIONAL COST.

2. PROTECT PAVEMENT DURING ALL PHASES OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE

FREE OF ALL DEFECTS OR DAMAGE. REPLACE ANY DAMAGED PAVEMENT AS DIRECTED BY

ARCHITECT.

4. ALL BACKFILL, COMPACTION, PAVEMENT DENSITY AND ALL OTHER SOILS OR MATERIAL TESTING REQUIRED TO VERIFY COMPLIANCE WITH THE CONSTRUCTION DRAWINGS SHALL BE PERFORMED BY THE OWNER'S INDEPENDENT TESTING AGENT. PROVIDE ADDITIONAL QC TESTING, PROOF ROLL, AND

REQUIREMENTS NOTED IN SPECIFICATIONS AT OWN DISCRETION.

5. OWNER WILL ACQUIRE 3RD PARTY QC TESTING SERVICES FOR SOILS AND PAVEMENTS.

6. REFER TO SPECIFICATION SECTION 321216 & 311000 FOR ADDITIONAL INFORMATION.

COMPACTION NOTES:

SUBGRADE AND ABC STONE

1. COMPACT TO MAXIMUM DRY DENSITY PER ASTM D698 STANDARD PROCTOR AND WITHIN 3%

MAXIMUM MOISTURE CONTENT.

2. COMPACT SUBGRADE SOIL TO 95%

3. COMPACT ABC STONE TO 100%.

4. REFER TO SPECIFICATION SECTION 31 10 00 FOR ADDITIONAL INFORMATION.

ASPHALT

1. COMPACT ASPHALT TO 92% MAXIMUM SPECIFIC GRAVITY.

2. REFER TO SPECIFICATION SECTION 32 12 16 FOR ADDITIONAL INFORMATION.

ASPHALT

PAVEMENT

4"

8"

CLASSIFICATION

PATTERN

KEYNOTE C8.0

SURFACE COURSE

TYPE S-9.5B (2018) 2"

GEOGRID (SEE ALLOWANCE)

COMPACTED SUBGRADE

N.T.S.4 EROSION CONTROL WATTLESSTANDARD DUTY CONCRETE N.T.S.3

CONCRETE FLUME

2" DEEP. CENTERLINE

GRADE PER PLANS

13"

12"

7"

3' OR AS SHOWN ON PLANS

ADJACENT PAVEMENTS

2% OR MATCH

ADJACENT

2% OR MATCH

ADJACENT

SITE DETAILS

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OCTOBER 4, 2024

REVISIONS

DATE DESCRIPTION

120 MOSAIC BLVD; SUITE 200-21

PITTSBORO, NC 27312

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11/22/2024 ADDENDUM 1