2025.02.25_ACC Burn Tower Civil VE Drawings 03.17.2025.pdf

PDF 6 MB Posted Mar 17, 2025

Attached to: ACC PSTC Burn Building - Site Work Package
Solicitation number: 75-04012025
Issued by: Alamance County, North Carolina

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Written by GovTribe AI · Mar 17, 2025

The document is a set of civil engineering and site design drawings for the Alamance Community College (ACC) Public Safety Training Center (PSTC) Burn Building project located at 212 Stone Quarry Road in Burlington, North Carolina. The drawings, prepared by Moseley Architects and Frank Land Design, detail the site layout, grading, drainage, and construction specifications for a new fire training facility. The project involves site preparation, including demolition of existing pavements, utility considerations, erosion control measures, and construction of new concrete pavements, access areas, and supporting infrastructure for a burn tower training facility.

The drawings indicate a comprehensive site development approach, with specific technical details for concrete pavement, silt fence installation, subgrade preparation, and compaction requirements. The project appears to be funded through Alamance Community College, with design revisions noted on multiple dates including November 2024, February 2025, and March 2025, suggesting an evolving design process. The site plan shows careful consideration of existing utilities, drainage patterns, and the integration of a fire training tower with surrounding infrastructure. The total disturbed area is noted as 0.38 acres, with specific technical specifications for soil management, erosion control, and construction techniques aligned with North Carolina Department of Transportation (NCDOT) and local building standards.

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File	Type	Posted
PSTC Burn Building - Sitework Package - Revised informal Contract and Form of Proposal - NCeVP IFB# 75-04012025.pdf	PDF	Mar 17, 2025
2025.02.20_PSTC Burn Building Sitework Specifications.pdf	PDF	Mar 17, 2025

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M O

C H

O M

PROJECT NO:

DATE:

N E

) 8

-0

. W

T, S

G H

, N O

N A

1 2 4 53 6 7 8 9 10

7/ 1/

A M

C P

C -

ILD

ING

2 S

, B

LIN

, N C

-21

8-0

600646.1

FEBRUARY 25, 2025

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 FAILED BID

02/25/2025 VALUE ENG.

LEASE AREA

MAP

C0.1

W W W W W

UGT

W W W W W

U G P

9°

'1 2"

N61° 45' 50"E 181.34'

S79° 57' 19"E 62.00'

S1 0°

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

. C

O N

C R

E EX

. 8 " D

U C

EX. E

DGE O

ASPHALT

EX. UNDERGROUND

TRAINING VAULTS

(NOT ACTIVE UTILITIES)

. A

EX. UNDERGROUND

TELEPHONE

EX.GRAVEL

TOP DITCH

BOTTOM

DITCH

EX. TRAINING

TOWER

. F

EX. CONCRETE

EX. E

DGE O

ASPHALT

EX. LAWN

EX. WATER

VAULT

. E

D G

E O

. E

D G

E O

EX. E

DGE O

ASPHALT

EX. CONCRETE

EX.

CONC.

EX. UNDERGROUND

POWER

EX. TRAINING

BUILDING

EX. TELEPHONE

BOX

. W

EX. WATER LINE EXACT SIZE &MATERIAL UNKNOWN

EX. LAWN

EX. WATER

METER

N D

R O

U N

D P

EX. HYDRANT

EX. GATE

VALVE

EX. PIPE AND

CONCRETE VAULT

EX. TRANSFORMER

BENCHMARK

N:853763.83 E:1887707.98

. 8

" D U

O N

. 8

" D U

O N

EX. GATE VALVE

EX. HYDRANT

BURN TOWER

LEASE LOT

EX. TREE LINE

PROVIDE CAUTION WITH

EXCAVATION AROUND

EXISTING UTILITIESC

O N

U C

N L

CONSTRUCTION LIMITS

CONSTR

UCTI

ON LI

MIT

PROVIDE CAUTION WITH

EXCAVATION AROUND

EXISTING UTILITIES

. E

D G

E O

F C

O N

C R

EX.GRAVEL

EX. WATERLINE

(SIZE & MATERIAL

UNKNOWN)

PROVIDE CAUTION WITH

EXCAVATION AROUND

EXISTING UTILITIES

PROVIDE CAUTION WITH

EXCAVATION AROUND

EXISTING UTILITIES

C3.0

EX. CONCRETE

B-01L

B-02R

N79° 57' 19"W 62.00'

° 0 2'

N:853849.62 E:1887867.73

C3.0

UGT

UGP

UCATV

UFO

SAN

DEMOLITION KEY NOTES

REMOVE ASPHALT PAVEMENT AND STONE BASE

S D

LEGEND

EX. STORM PIPE

EX. FENCE

EX. GAS LINE

EX. POWER LINE

EX. TELEPHONE LINE

EX. WATER LINE

EX. TREE LINE

EX. FIBER OPTIC LINE

EX. CABLE TV LINE

EX. LIGHT POLE

EX. SITE BOLLARD

EX. UTILITY POLE

EX. SANITARY SEWER MANHOLE

EX. DROP INLET

EX. FIRE HYDRANT

EX. WATER VALVE

EX. TELECOM BOX

EX. SANITARY SEWER FORCE MAIN

EX. SANITARY SEWER LINE

EX. STORM SEWER MANHOLE

EX. CLEANOUT (SANITARY OR STORM)

CONSTRUCTION LIMITS

EX. GROUND MOUNTED SIGN

SAW CUT AND REMOVE CONCRETE

AND STONE BASE

SAW CUT PAVEMENT

1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION

ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.

2. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES

SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH WITH ALL APPLICABLE

RULES AND REGULATIONS. ALL SIGNAGE, METERS, ETC. SHALL BE SALVAGED

AND PROVIDED TO OWNER. COORDINATE WITH OWNER PRIOR TO DEMOLITION.

3. CLEAR AND GRUB AS NEEDED WITHIN CONSTRUCTION LIMITS PER

SPECIFICATIONS AND DRAWINGS. EXISTING TREES, SHRUBS OR OTHER

LANDSCAPE MATERIAL WHICH WILL CONFLICT WITH NEW CONSTRUCTION SHALL

BE REMOVED (WHETHER OR NOT SHOWN ON THE DRAWINGS) FOLLOWING

APPROVAL OF ARCHITECT. BY SUBMITTING A BID, THE CONTRACTOR

ACKNOWLEDGES THAT THE SITE HAS BEEN INVESTIGATED TO DETERMINE TYPE,

SIZE AND QUANTITY OF CLEARING REQUIRED FOR CONSTRUCTION.

4. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE

A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY EXISTING

PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE REMOVED TO

ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE

SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS (WHETHER

OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY INSTALLATIONS

MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE.

5. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE

OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY ARCHITECT

IMMEDIATELY.

6. A QUALIFIED UTLITIY LOCATOR SERVICE SHALL BE EMPLOYED TO LOCATE ALL

UNDERGROUND UTILITIES (INCLUDING BUT NOT LIMITED TO ELECTRICAL,

TELEPHONE, GAS, CABLE, FIBER OPTIC) WITHIN THE LIMITS OF CONSTRUCTION.

7. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE

REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS.

NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED

THAT WOULD NECESSITATE MODIFICATION TO THE PROPOSED DESIGN.

8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL,

STATE AND OSHA REGULATIONS.

9. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES ETC.

TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO

FUNCTION PROPERTY WITH THE PROPOSED FINISHED GRADES (WETHER OR NOT

INDICATED TO BE MODIFIED).

10. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH

ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY

UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO

THE OWNER.

11. ABBREVIATIONS: EX. = EXISTING

1. COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL

MEASURES BOTH ON AND OFF SITE. ALL OFF-SITE SOIL BORROW AND WASTE

SITES SHALL BE PROPERLY PERMITTED FOR SUCH ACTIVITIES.

2. MAINTENANCE SHALL BE PROVIDED TO ALL EROSION CONTROL DEVICES AFTER

EACH RAINFALL EVENT OR AS DIRECTED BY LOCAL AUTHORITIES OR ARCHITECT.

3. ALL OPEN STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION

AFTER WORK STOPPAGE EACH DAY.

4. ALL STORM DRAINAGE PIPES SHALL BE THOROUGHLY FLUSHED OF ALL

SEDIMENT FOLLOWING SITE STABILIZATION. INTERIOR FLUSHING OF SYSTEM

SHALL BE PERFORMED AS NEEDED TO MAINTAIN PROPER FUNCTIONING OF THE

DRAINAGE SYSTEM.

5. THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON-ERODIBLE

MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE, FINE GRAINED MATERIAL

SHALL BE STORED OUTSIDE OF THE LIMITS OF THE SITE PROTECTED BY

SEDIMENT AND EROSION CONTROL DEVICES AND MEASURES.

6. SOIL AND OTHER MATERIALS SHALL ONLY BE TEMPORARILY STOCKPILED WITHIN

THE CONSTRUCTION LIMITS PROTECTED BY SEDIMENT AND EROSION CONTROL

DEVICES AND MEASURES.

7. TREE PROTECTION INSPECTION SHALL BE COMPLETED PRIOR TO INSTALLING

EROSION CONTROL DEVICES.

8. ALL APPLICABLE E&S CONTROL MEASURES ARE TO BE PROPERLY MAINTAINED

UNTIL PERMANENT VEGETATION IS ESTABLISHED.

9. PERMANENT GROUNDCOVER SHALL BE PROVIDED FOR ALL DISTURBED AREAS

WITHIN 15 WORKING DAYS OR NO MORE THAN 30 CALENDAR DAYS (WHICHEVER

IS SHORTER).

10. TOTAL DISTURBED AREA: 0.38 ACRES

EROSION CONTROL NOTES

DEMOLITION NOTES

PORTABLE CONCRETE WASHOUTD

SILT FENCE WITH OUTLETS4

C3.0

PROPERTY / LEASE LINE

B-XXBORING FROM GEOTECHNICAL REPORT

(FOR REFERENCE ONLY)

W WW W

EIP

ALAMANCE

BURLINGTON

SCHOOL SYSTEM

DB. 405 P. 879

. C

O N

C R

EX. UNDERGROUND

POWER

BENCHMARK

N:853763.83 E:1887707.98

EX. TREE LINE

SCALE 1"=10'

20'10'

M O

C H

O M

PROJECT NO:

DATE:

N E

) 8

-0

. W

T, S

G H

, N O

N A

1 2 4 53 6 7 8 9 10

7/ 1/

A M

C P

C -

ILD

ING

2 S

, B

LIN

, N C

-21

8-0

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

02/20/2025 VALUE ENG.

EX. CONDITION,

DEMOLITION, AND

EROSION CONTROL

PLAN

C1.0

VICINITY MAP |1"=2000'

C H

E | S

INSET 'A' | SCALE: 1" = 10'

C H

E | S

AutoCAD SHX Text D

AutoCAD SHX Text W

AutoCAD SHX Text P

AutoCAD SHX Text W

AutoCAD SHX Text P

W W W W W

UGT

W W W W W

U G P

9°

'1 2"

N61° 45' 50"E 181.34'

S79° 57' 19"E 62.00'

S1 0°

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

. C

O N

C R

E EX

. 8 " D

U C

EX. E

DGE O

ASPHALT

EX. UNDERGROUND

TRAINING VAULTS

(NOT ACTIVE UTILITIES)

. A

EX. UNDERGROUND

TELEPHONE

EX.GRAVEL

TOP DITCH

BOTTOM

DITCH

EX. TRAINING

TOWER

. F

EX. E

DGE O

ASPHALT

EX. LAWN

EX. WATER

VAULT

. E

D G

E O

. E

D G

E O

EX. E

DGE O

ASPHALT

EX. CONCRETE

EX.

CONC.

EX. UNDERGROUND

POWER

EX. TRAINING

BUILDING

EX. TELEPHONE

BOX

. W

EX. WATER LINE EXACT SIZE &MATERIAL UNKNOWN

EX. LAWN

EX. WATER

METER

N D

R O

U N

D P

EX. HYDRANT

EX. GATE

VALVE

EX. PIPE AND

CONCRETE VAULT

EX. TRANSFORMER

BENCHMARK

N:853763.83 E:1887707.98

. 8

" D U

O N

. 8

" D U

O N

EX. GATE VALVE

EX. HYDRANT

BURN TOWER

LEASE LOT

EX. TREE LINE

C O

R U

O N

CONSTRUCTION LIMITS

CONSTR

UCTI

ON LI

MIT

. E

D G

E O

F C

O N

C R

EX.GRAVEL

EX. WATERLINE

(SIZE & MATERIAL

UNKNOWN)

EX. CONCRETE

N79° 57' 19"W 62.00'

° 0 2'

N:853849.62 E:1887867.73

FIRE TRAINING

TOWER

(BY OTHERS)

FFE=576.60

SIDE 'A'

E 'B

SIDE 'C'

E 'D

-3.35%

CONCRETE FLUME

576.45'

FFE=576.60'

EX GND

576.43'

EX GND

576.82'

EX GND

576.00'

EX GND

576.76'

576.19'

576.28'

575.97'

575.71'

EX GND

576.53'

EX GND

576.17'

-2 .2

-4 .9

-2.61%

SWK

576.34'

SWK

576.40'

SWK

576.50'

SWK

576.50'

SWK

576.38'

SWK

576.45'

SWK

576.50'

SWK

576.50'

SWK

576.40'

PROVIDE POSITIVE

DRAINAGE AROUND

STRUCTURE

PROVIDE POSITIVE

DRAINAGE AROUND

STRUCTURE

C3.0

HYDRANT IMPROVEMENTS

UNDER SEPARATE

CONTRACT. COORDINATE

INSTALL PRIOR TO PAVING

COORDINATE LAYDOWN AND

STORAGE AREAS WITH

OWNER AND SITE USERS

C3.0

STAIRS FOR FIRE TOWER

(BY OTHERS; COORDINATE

WITH TOWER CONTRACTOR)

PROVIDE POSITIVE

DRAINAGE AROUND

STRUCTURE

576.08'

7.5' 6'

R30'

FFE=576.60'

GND

575.40' LP

575.33'

R20'

575.89'

576.00'

PROVIDE

POSITIVE

DRAINAGE

PROVIDE

POSITIVE

DRAINAGE 3

C3.0

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. SWK: FINISHED SIDEWALK 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.

16. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED AT

THE END OF THE PROJECT.

SITE LAYOUT NOTES

GRADING & DRAINAGE NOTES

ASPHALT PAVEMENT

HEAVY DUTY CONCRETE

STANDARD DUTY CONCRETE

GRADING & DRAINAGE KEY NOTES

TIE PAVEMENTS FLUSH WITH EXISTING

TOWER FOUNDATION (BYOTHERS;

COORDINATE WITH TOWER CONTRACTOR)

PROVIDE TALL FESCUE GRASS SEED IN

ALL DISTURBED AREAS

C3.0

SCALE 1"=10'

20'10'

SITE, GRADING, &

DRAINAGE PLAN

C2.0

M O

C H

O M

PROJECT NO:

DATE:

N E

) 8

-0

. W

T, S

G H

, N O

N A

1 2 4 53 6 7 8 9 10

7/ 1/

A M

C P

C -

ILD

ING

2 S

, B

LIN

, N C

-21

8-0

600646.1

FEBRUARY 25, 2025

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 FAILED BID

02/25/2025 VALUE ENG.

03/05/2025 BID CLARIFICATION

VICINITY MAP |1"=2000'

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

CONCRETE PAVEMENT DIMENSIONS

1/4"

7" 6"

TYPICAL CONTROL JOINT

1/4"

JOINT

TYPICAL EXPANSION

JOINT

1/2"

JOINT

FULL

DEPTH

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

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

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

CLASSIFICATION

PATTERN

KEYNOTE C8.0

SURFACE COURSE

TYPE S-9.5B (2018) 2"

GEOGRID (SEE ALLOWANCE)

COMPACTED SUBGRADE

N.T.S.4 SILT FENCE WITH OUTLETSSTANDARD DUTY CONCRETE N.T.S.3

CONCRETE FLUME

13"

12"

3' OR AS SHOWN ON PLANS

ADJACENT PAVEMENTS

2% OR MATCH

ADJACENT

2% OR MATCH

ADJACENT

10'

STD SILT FENCE

POST (TYP)

POST

ELEVATION

SECTION

STEEL POST

WOVEN WIRE FABRIC

HORIZONTAL POST

SILT FENCE FABRIC

CLASS 'B' RIP RAP (TYP)

NOTCH AND FOLD

FABRIC OVER

HORIZONTAL POST

12" #57 WASHED

STONE

NOTES:

1. INSTALL SILT FENCE PER STD.

SILT FENCE DETAIL.

2. LOCATE REINFORCED OUTLET

AT LOW POINTS OF SILT FENCE

BARRIER.

MAINTENANCE NOTES:

1. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE

VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE/OUTLET. TAKE

CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE & REPLACE

STONE AS NECESSARY AS IT BECOMES CLOGGED WITH SEDIMENT.

2. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE

AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS

BEEN PROPERLY STABILIZED.

SILT FENCE FABRIC

NATURAL

GROUND

BACKFILL TRENCH

AND COMPACT

THOROUGHLY

FILTER FABRIC

WIRE FENCE

STEEL POST

24"

8" MIN UPSLOPE

NATURAL

GROUND

PLASTIC WIRE

TIES

24"

8" DOWN &

4" FORWARD

ALONG THE TRENCH KEY IN SILT

FENCE

FABRIC

MIN 10 GA.

LINE WIRES

8'MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE

6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE

4' MIN

MAINTENANCE:

1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE

ANY REQUIRED REPAIRS IMMEDIATELY.

2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR

BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY.

3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE

VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE

TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.

4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING

THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA

HAS BEEN PROPERLY STABILIZED.

KEY IN FABRIC 8"

DOWNWARD AND 4"

FORWARD ALONG TRENCH

SILT FENCE FABRIC

INSTALLED TO SECOND

WIRE FROM TOP

MIN. 12-1/2 GA.

INTERMEDIATE

WIRES

SILT FENCE KEY-IN DETAIL

INSTALLATION SPECIFICATIONS:

1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST

ON FOOT HIGHER THAN THE MIDDLE OF THE FENCE.

CHECK WITH A LEVEL IF NECESSARY.

2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS

AND 6 FEET APART ON STANDARD APPLICATIONS.

3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM

SIDE OF THE SILT FENCE, AND AS CLOSE AS

POSSIBLE TO THE FABRIC, ENABLING POSTS TO

SUPPORT THE FABRIC FROM UPSTREAM WATER

PRESSURE.

4. INSTALL POSTS WITH THE NIPPLES FACING AWAY

FROM THE SILT FABRIC.

5. ATTACH THE FABRIC TO EACH POST WITH THREE

TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE

FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES

THROUGH THE FABRIC, WITH EACH PUNCTURE AT

LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE

SHOULD BE POSITIONED TO HANG ON A POST NIPPLE

WHEN TIGHTENED TO PREVENT SAGGING.

6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND

THE END POSTS AND SECURE WITH 3 TIES.

7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS

ALLOWED ABOVE GROUND LEVEL.

8. THE INSTALLATION SHOULD BE CHECKED AND

CORRECTED FOR ANY DEVIATIONS BEFORE

COMPACTION.

9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE

RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO

THE SILT FENCE WITH THE FRONT WHEEL OF THE

TRACTOR, SKID STEER, OR ROLLER EXERTING AT

LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE

UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE

FOR A TOTAL OF FOUR TRIPS.

10. TREE PROTECTION SIGNS ARE TO BE PLACED EVERY

50-FT AND FENCE MUST REMAIN UNTIL CLOSEOUT OF

PROJECT.

SITE DETAILS

C3.0

M O

C H

O M

PROJECT NO:

DATE:

N E

) 8

-0

. W

T, S

G H

, N O

N A

1 2 4 53 6 7 8 9 10

7/ 1/

A M

C P

C -

ILD

ING

2 S

, B

LIN

, N C

-21

8-0

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

02/20/2025 VALUE ENG.

File details come from the government source that posted it. Updated Mar 17, 2025.