Amend__5_Civil_drawings_reissued.pdf

US Army Corps of Engineers ®

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C-101

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GENERAL SHEET NOTES

1. REFER TO SHEETS C-001 & C-002 FOR GENERAL CIVIL NOTES,

LEGENDS, AND ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

3. EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN

PLACE PRIOR TO ANY DEMOLITION OR EARTH DISTURBANCE.

4. UTILITIES THAT ARE STATED TO BE PROTECTED SHALL BE

PROTECTED DURING ALL PHASES OF CONSTRUCTION.

SHEET KEYNOTES

1. ASPHALT PAVING SHALL BE CLEANLY SAWCUT AND

DEMOLISHED AT LIMITS OF DISTURBANCE, TYPICAL

2. DEMOLISH GRAVEL TRAIL

3. DEMOLISH GRAVEL SURFACE

4. LIFT STATION DEMOLISHED BY FORT DRUM IN FEBRUARY 2016.

5. GAS STORAGE DEMOLISHED BY FORT DRUM IN FEBRUARY

2016.

6. PROTECT GAS LINE TO REMAIN

7. POLE #126262 TO BE REPLACED. OVERHEAD ELECTRICAL

LINES TO BE BE EXTENDED AND/OR MODIFIED AS NECESSARY

TO ACCOMMODATE POLE REPLACEMENT. SEE ELECTRICAL

SITE PLAN.

8. DEMOLISH POWER POLES, LINES, AND ASSOCIATED GUY

POLES AND WIRES

9. DEMOLISH POST

10. BOLLARDS DEMOLISHED BY FORT DRUM IN FEBRUARY 2016

11. REMOVE, STORE, AND REPLACE SECTION OF FENCE FOR

INSTALLATION OF NEW 8" SANITARY SEWER

12. DEMOLISH UNDERBRUSH AND TREES WITHIN LIMITS OF

DISTURBANCE

13. PROTECT SANITARY SEWER AND SEWER MANHOLE TO REMAIN

14. PROTECT FIRE HYDRANT ASSEMBLY TO REMAIN. MAINTAIN

FREE ACCESS AT ALL TIMES DURING CONSTRUCTION. ADJUST

TO FINISHED GRADE AFTER CONSTRUCTION IF REQUIRED. SEE

DETAIL B4/C-521.

15. PRESERVE AND PROTECT GRAVEL TRAIL TO REMAIN.

16. CONTROL POINT SHALL BE RESTORED AND RECORDED UPON

COMPLETION OF DEMOLITION WORK

17. PROTECT WATER VALVE TO REMAIN. ADJUST TO FINISHED

GRADE.

18. PROTECT POWER POLE TO REMAIN

19. RELOCATE TRACER WIRE BOX. SEE SHEET C-122 FOR NEW

LOCATION.

20. DEMOLISH ABANDONED CLEANOUT

21. PROTECT 6" HDPE FORCE MAIN TO REMAIN. POTHOLE AND

CONFIRM THE FORCE MAIN ELEVATION PRIOR TO

CONSTRUCTION TO VERIFY THAT MINIMUM DEPTH IS

MAINTAINED FROM FINISHED GRADE (AS REQUIRED BY FORT

DRUM PUBLIC WORKS), AND SUBMIT REVISED PROFILES FOR

APPROVAL PRIOR TO PURCHASING MATERIALS.

22. EXISTING MONITORING WELL TO REMAIN

23. PROTECT UNDERGROUND COMMUNICATIONS CONDUITS TO

REMAIN

24. PROTECT COMMUNICATIONS MANHOLE TO REMAIN

25. DEMOLISH SIGN

26. CONTRACTOR STAGING AREA

DEMOLITION PLAN - SITE 'A'

SCALE: 1" = 50'

0 25' 50' 100' 150'

SHEET LEGEND

DEMOLISH BUILDING OR SITE FEATURE

DEMOLISH ASPHALT PAVEMENT

DEMOLISH SURFACE GRAVEL

DEMOLISH GRAVEL TRAIL

DEMOLISH TREES AND UNDERBRUSH

WITHIN THE PROJECT LIMITS

DEMOLISH OR RELOCATE UTILITY

DEMOLISH TREE/ SITE FEATURE

EX. POWER POLE

EX. POWER POLE

EX. FH

EX. FH

EX. SANITARY

SEWER PUMP

STATION

EX. GRAVEL TRAIL

EXIST. GRAVEL TRAIL

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

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C-110

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OVERAL SITE PLAN - SITE 'A'

SCALE: 1" = 50'

0 25' 50' 100' 150'

GENERAL SHEET NOTES

1. REFER TO SHEETS C-001 & C-002 FOR GENERAL

CIVIL NOTES, LEGENDS, AND ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ

WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

3. SEE SHEET C-111 - C-113 FOR ENLARGED SITE

PLANS.

82' ATFP STANDOFF

DISTANCE

STORAGE

FACILITY 4872

FIRE PUMP

ENCLOSURE

EXIST. SANITARY

SEWER PUMP STATION

EXIST. GRAVEL ROAD

C-113

C-112

EXIST. GRAVEL ROAD

EXIST.

GRAVEL TRAIL

AREA 'A2'

AREA 'A3'

AREA 'A1'

C-111

C-113

C-112

SWM FACILITY

SWM FACILITY

SWM FACILITY

SWM FACILITY

SWM FACILITY

SWM FACILITY

FUTURE TRAIL

(NOT IN CONTRACT)

ARTIFICIAL

TURF FIELD

NCO ACADEMY COMPLEX

FACILITY 4870

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C-112

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SITE PLAN - AREA 'A2'

GENERAL SHEET NOTES

1. REFER TO SHEETS C-001 & C-002 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

SCALE: 1" = 30'

0 15' 30' 60' 90'

C-111

C-113

NCO ACADEMY COMPLEX

FACILITY 4870

82' ATFP STANDOFF

DISTANCE

STORAGE

FACILITY 4872

FIRE PUMP

ENCLOSURE

PARKING NOTES

POV SPACES 145

CARPOOL (CP) SPACES 8

ADA SPACES 6

TOTAL SPACES PROVIDED 159

TOTAL SPACES REQUIRED 159

SHEET KEYNOTES

1. HEAVY-DUTY ASPHALT PAVEMENT - DETAIL C4/C-501

2. LIGHT-DUTY ASPHALT PAVEMENT - PARKING DETAIL C1/C-501

3. LIGHT-DUTY ASPHALT PAVEMENT - TRACK DETAIL C3/C-501

4. CONCRETE SIDEWALK - DETAIL A3/C-501

5. HEAVY-DUTY CONCRETE PAVEMENT - DETAIL B3/C-501

6. HEAVY-DUTY GRAVEL - DETAIL B1/C-501

7. CONCRETE CHILLER PAD. SEE SHEETS S-515 AND MP-102

FOR STRUCTURAL AND MECHANICAL DETAILS.

8. CONCRETE TRANSFORMER PAD. SEE SHEETS S-515 AND

ES-101 FOR STRUCTURAL AND ELECTRICAL DETAILS.

9. CONCRETE DUMPSTER PAD & DRIVE - DETAIL A1/C-502

10. 5'x7' CONCRETE STOOP CENTERED AT DOORWAY - DETAIL

A3/C501

11. GRAVEL BLEACHER PAD (BLEACHER N.I.C.) - DETAIL A1/C-501

12. 4" WIDE WHITE PAINT, SOLID LINE (TYP)

13. BIKE RACK ON CONCRETE PAD - DETAIL C4/C-502

14. 8" DIA. PIPE GUARD BOLLARD - DETAIL C5/C-503

15. 7'-HIGH CHAIN-LINK FENCE WITH (2) 12'-WIDE DOUBLE SWING

GATES - DETAILS A1/C-504 & A1/C-505

16. TIE TO EXISTING ASPHALT PAVEMENT - DETAIL B5/C-503

17. BOLLARD AND CHAIN ACCESS CONTROL. LOCATED 5' FROM

EDGE OF PAVEMENT - DETAIL C3/C-503

18. FIRE LANE SIGN - DETAIL C3/C-502

19. CARPOOL SIGNS (TYP OF 8) - DETAIL C2/C-502

20. ADA PARKING - DETAIL A3/C-502

21. STORMWATER MANAGEMENT FACILITY. SEE SHEET C-130.

22. 12"-WIDE CONCRETE BAND ADJACENT TO BUILDING. DETAIL

B3/C-501.

23. 30" STOP SIGN (R1-1) AND 24"-WIDE WHITE STOP BAR

24. 5" DIA. PIPE BOLLARD - DETAIL C1/C-503

25. 4" WIDE RED PAINT, SOLID LINE (TYP)

26. 5'x6' CONCRETE STOOP CENTERED AT DOORWAY - DETAIL

A3/C501

27. HANDICAP PARKING SIGN - DETAIL A3/C-502

28. ACCU EQUIPMENT AND MECHANICAL PLATFORM. SEE SHEET

MH-102 FOR ACCU DETAILS AND SHEET S-514 FOR

MECHANICAL PLATFORM DETAILS.

29. "NO SMOKING" SIGN - DETAIL C4/C-504.

C P

C P

C P

C P

C P

C P

C P

C P

C-113

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2 2

MATCHLINE

24 24

VAN ACCESSIBLE

SPACE

LIGHT POLE, TYP.

(SEE SHEET ES-102)

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C-120

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OVERALL SITE UTILITY PLAN - SITE 'A'

GENERAL SHEET NOTES

1. REFER TO SHEETS C-001 & C-002 FOR GENERAL

CIVIL NOTES, LEGENDS, AND ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ

WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

3. REFER TO SHEET C-122 FOR ENLARGED VIEW

OF AREA 'A2'.

4. REFER TO SHEET C-220 FOR SANITARY SEWER

PROFILE.

5. REFER TO SHEET ES-101 FOR ELECTRICAL SITE

PLAN.

SCALE: 1" = 50'

0 25' 50' 100' 150'

SHEET KEYNOTES

1. SANITARY SEWER SERVICE TO BUILDING. SEE

SHEET C-122.

2. WATER SERVICE TO BUILDING. SEE SHEET

C-122.

3. NATURAL GAS SERVICE TO BUILDING. SEE

SHEET C-122.

4. PROTECT POWER POLE TO REMAIN

5. MODIFY OR EXTEND EXISTING OVERHEAD

ELECTRICAL LINES, AS NECESSARY, TO

ACCOMMODATE REPLACEMENT OF POWER

POLE #126262.

6. REPLACE POWER POLE #126262. SEE SHEETS

ES-101 AND ES-102.

7. COMMUNICATIONS LINE. SEE SHEET ES-101.

8. UNDERGROUND ELECTRIC LINE. SEE SHEET

ES-101.

9. OVERHEAD ELECTRIC LINE. SEE SHEET ES-101.

10. ELECTRICAL MANHOLE. SEE SHEET ES-101.

11. LIGHT POLES - SEE SHEET ES-102.

NCO ACADEMY COMPLEX

STORAGE

FACILITY

FIRE PUMP

ENCLOSURE

EX. SANITARY SEWER

PUMP STATION

EX. GRAVEL ROAD

EXIST. GRAVEL ROAD

RUNNING TRACK

EX. POWER

POLE

EX. POWER POLE

EX. POWER

POLE

EXIST. FH

EX. COMM. MH

AREA 'A2'

SWM FACILITY

SWM FACILITY

SWM FACILITY

SWM FACILITY

SWM FACILITY

SWM FACILITY

FUTURE TRAIL

(NOT IN CONTRACT)

SWM FACILITY

MATCHLINE - SEE THIS SHEET

MATCHLINE - SEE THIS SHEET

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C-132

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SHEET KEYNOTES

1. INFILTRATION TRENCH #1. SEE A1/C-135.

2. INFILTRATION TRENCH #2. SEE A1/C-135.

3. INFILTRATION TRENCH #3. SEE B4/C-135

4. INFILTRATION BASIN #1. SEE C1/C-135.

5. DRY WELL - DETAIL C4/C-532

6. GRASS SWALE - DETAIL A5/C-530

7. FOUNDATION DRIP STRIP - DETAIL A3/C-530

8. CONCRETE HEADWALL - DETAIL A1/C-530

9. DROP INLET - DETAIL B1/C-530

10. 18" YARD INLET AREA DRAIN - DETAIL B3/C-530

11. HDPE ROOF DRAIN

12. PROTECT EXISTING FIRE HYDRANT ASSEMBLY.

ADJUST TO FINISHED GRADE. DETAIL B4/C-521.

13. PROTECT EXISTING WATER VALVE. ADJUST TO

FINISHED GRADE. DETAIL A4/C-521.

14. (NOT USED)

15. STORM SEWER JUNCTION BOX - DETAIL A1/C-532

16. PROTECT EXISTING TRACER WIRE BOX. ADJUST

TO FINISHED GRADE. DETAIL D2/C-520.

GENERAL SHEET NOTES

1. REFER TO SHEETS C-001 & C-002 FOR GENERAL

CIVIL NOTES, LEGENDS, AND ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH

THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

3. REFER TO SHEETS C-230 AND C-231 FOR STORM

DRAINAGE PROFILES.

RUNNING

TRACK

LIMITS OF

DISTURBANCE (TYP)

GRADING AND DRAINAGE PLAN - AREA 'A2'

SCALE: 1" = 30'

0 15' 30' 60' 90'

SEE SHEET C-133

NCO ACADEMY COMPLEX

FIRE PUMP

ENCLOSURE

MATCHLINE

FACILITY

STORAGE

BUILDING

FIRE LANE

GRASS SWALE 1

GRASS

SWALE 2

GRASS

SWALE 3

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C-133

C d w g

SHEET KEYNOTES

1. INFILTRATION TRENCH #4. SEE B1/C-135.

2. INFILTRATION BASIN #1. SEE C1/C-135.

3. GRASS SWALE - DETAIL A5/C-530

4. 10" PERFORATED HDPE UNDERDRAIN - DETAIL A1/C-503

5. 10" SOLID HDPE UNDERDRAIN - DETAIL A1/C-503

6. HDPE FLARED END SECTION - DETAIL A4/C-532

GENERAL SHEET NOTES

1. REFER TO SHEETS C-001 & C-002 FOR GENERAL CIVIL

NOTES, LEGENDS, AND ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE

FULL SET TO BEST ENSURE PROPER INTERPRETATION.

3. REFER TO SHEETS C-230 AND C-231 FOR STORM

DRAINAGE PROFILES.

RUNNING

TRACK

LIMITS OF

DISTURBANCE (TYP)

GRADING AND DRAINAGE PLAN - AREA 'A3'

SCALE: 1" = 30'

0 15' 30' 60' 90'

SEE SHEET C-132

MATCHLINE

GRASS SWALE 3

GRASS SWALE 4

GRASS SWALE 2

G E

N E

R A

L

R

E V

I S

I O

N

5" -

" STONE

2X4 TREATED WOOD NAILER

FASTENED TO CONCRETE

SECURE TURF TO NAILER

8"X8"

CONCRETE CURB

W/#4 REBAR

1" -

"SCREENINGS (NO. 10 STONE)

5" -

" STONE

GEOTEXTILE FABRIC

10" PERF. HDPE

COMPACTED

SUBGRADE @

1% SLOPE

#4 CONT.

2X4 TREATED WOOD NAILER

FASTENED TO CONCRETE

SECURE TURF TO NAILER

8"X8"

CONCRETE CURB

W/#4 REBAR

1" -

"SCREENINGS (NO. 10 STONE)

SYNTHETIC TURF

SYNTHETIC TURF

1%

SLOPE

GEOTEXTILE FABRIC

10" PERF. HDPE

COMPACTED

SUBGRADE @

1.0% SLOPE

#4 CONT.

1%

SLOPE

1%

SLOPE

1%

SLOPE

CROSS-SECTION THROUGH FIELD

M

I N

TRACK

PAVEMENT

3" MIN.

3" MIN.

10" SOLID HDPE OUTLET PIPE

(SEE SHEET C-133 FOR LOCATIONS)

3" MIN.

3" MIN.

10" SOLID HDPE OUTLET PIPE

(SEE SHEET C-133 FOR LOCATIONS)

TRACK

PAVEMENT

M

I N

1% MIN. SLOPE

1% MIN. SLOPE

NOTE:

SEE SHEET C-133 FOR UNDERDRAIN LOCATIONS AND INVERT ELEVATIONS (IE).

US Army Corps of Engineers ®

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C-503

C d w g

8" DIA. PIPE GUARD BOLLARD

NO SCALE

BOLLARD AND CHAIN ACCESS CONTROL

NO SCALE

TIE TO EXISTING ASPHALT PAVEMENT

NO SCALE

SECTIONAL VIEW

S A

W C

U T

EXISTING BASE

TO REMAIN

1'

EXISTING

PAVEMENT

TACK COAT VERTICAL

SURFACE

E X

I S

T I N

G

E D

G

P A

V E

M E

N T

REMOVE EXISTING ASPHALT PAVEMENT

(NEW PAVEMENT TO MATCH FLUSH

WITH SAWCUT EDGE)

NEW GRANULAR

BASE COURSE

NEW COMPACTED

SUBGRADE

NEW ASPHALT

PAVEMENT SECTION

EXISTING SUBGRADE

TO REMAIN

ARTIFICIAL TURF - BASIS OF DESIGN: ATURF TITAN

NO SCALE

8" DIA. SCH 40 STEEL PIPE

FILLED WITH 4,500 PSI

CONCRETE WITH YELLOW

PLASTIC SLEEVE

TAPER TOP OF CONCRETE

TO DRAIN

FINISHED GRADE

REINFORCED MESH 4,500

PSI CONCRETE

FOUNDATION

REINFORCING:

6X6 W2.9XW2.9 WWM

DIA. MIN.

8" 8"

2' - 0"

O.D.

FINISH GRADE

PADLOCK

INSTALLED BY

FORT DRUM

PIPE GUARD BOLLARD

(SEE DETAIL C5/C503)

ATTACH SIGN WITH

3/18" GALVANIZED

CHAIN LINKS

3/16" GALVANIZED

CHAIN

6"X12" OBJECT MARKER

SIGN WITH 3-3" DIA.

YELLOW REFLECTORS,

MUTCD DM2-1H

M

I N

10" X 3/8" ZINC EYEBOLT

DEFELCT OR BURR END TO

DETER VANDALS, TYP.

PLAN VIEW

PAVEMENT WIDTH VARIES

SEE SHEET C-112 FOR WIDTHS

PAVEMENT

FINISH GRADE

5" DIA. PIPE BOLLARD

NO SCALE

5" DIA. SCH 40 STEEL PIPE

FILLED WITH 4,500 PSI

CONCRETE AND COVERED BY

YELLOW PLASTIC SLEEVE

TAPER TOP OF CONCRETE

TO DRAIN

FINISHED GRADE

CONCRETE FOUNDATION

DIA. MIN.

18"

O.D.

UNDISTURBED EARTH

CONCRETE DOMED TOP CONCRETE DOMED TOP

REINFORCED MESH 4,500

PSI CONCRETE

FOUNDATION

REINFORCING:

6X6 W2.9XW2.9 WWM

REINFORCING:

6X6 W2.9XW2.9 WWM

ARTIFICIAL TURF SYSTEM REQUIREMENTS:

A. TURF COLOR: FIELD GREEN

B. THE 100% POLYETHYLENE PILE FIBER.

C. THE SYNTHETIC TURF SHALL MEET ASTM D 5034 FOR

BREAKING STRENGTH OF TEXTILE FABRICS.

D. THE SYNTHETIC TURF SHALL BE MINIMUM 100 MICRON

THICKNESS AND AN EIGHT THOUSAND (8,000) TO TEN

THOUSAND (10,000) DENIER MATERIAL UTILIZING LOW

SLIDE RESISTANCE (LSR) FIBERS OR EXTENDED PLAY

(XP) FIBERS. THE FIBER SHALL BE A MINIMUM OF TWO

INCHES (2”) IN LENGTH AND SHALL HAVE A MINIMUM

FACE WEIGHT OF FORTY- (40) OUNCES OF FIBER PER

SQUARE YARD. THE FIBER SHALL CONTAIN NO TOXIC

SUBSTANCES OR HEAVY METALS.

E. THE PRIMARY BACKING SHALL CONSIST OF A MINIMUM

OF THREE (3) LAYERS OF WOVEN AND/OR NON-WOVEN

FABRICS, WEIGHING A MINIMUM OF NINE (9) OUNCES PER

SQUARE YARD. THIS BACKING SHALL BE HEAT AND UV

RESISTANT, PROVIDING DIMENSIONAL STABILITY IN ALL

DIRECTIONS, TO PREVENT STRETCHING, SHRINKING,

CREEPING AND LINE DISTORTION.

F. THE SECONDARY BACKING SHALL CONSIST OF A

HEAT-ACTIVATED URETHANE OR POLYURETHANE

COATING, WEIGHING A MINIMUM OF TWENTY (20)

OUNCES PER SQUARE YARD. THE BACKING SHALL BE

HEAT PUNCHED TO CREATE A GRID OF

THREE-SIXTEENTHS INCH (3/16”) TO ONE-QUARTER INCH

(1/4”) DRAINAGE PERFORATIONS FOUR INCHES (4”) ON

CENTER EACH WAY, MAXIMUM. NON-PERFORATED

BACKING SHALL NOT BE ACCEPTED.

G. THE FACE WEIGHT FOR THE TOTAL SYNTHETIC TURF

SYSTEM SHALL BE SIXTY EIGHT (68) OUNCES PER

SQUARE YARD, MINIMUM.

H. THE INFILL SHALL CONSIST OF WASHED,

CRYOGENICALLY OR AMBIENT GROUND SBR RECYCLED

RUBBER GRANULES, SPECIFICALLY SIZED AND GRADED

TO MAXIMIZE DENSITY AND MINIMIZE COMPACTION,

MIGRATION AND UPHEAVAL. THE INFILL RUBBER SHALL

BE FREE OF TOXINS AND METALS AND SHALL BE STERILE

SO AS NOT TO PROMOTE THE FORMATION AND GROWTH

OF ORGANIC AND DELETERIOUS MATTER. THE INFILL

RUBBER SHALL BE TESTED AND CERTIFIED BY THE

CONTRACTOR TO MEET SUCH REQUIREMENTS. INFILL

MAY ALSO CONSIST OF UNIFORMLY SIZED SILICA SAND

FREE OF SILTS, CLAYS AND CONTAMINANTS, OF

SUBANGULAR OR ROUNDER SHAPE ACCORDING TO

ASTM F 1632, MESH SIZE AS RECOMMENDED BY

SYNTHETIC GRASS MANUFACTURER IN LIEU OF RUBBER

OR A COMBINATION OF RUBBER AND SAND IN

ACCORDANCE WITH MANUFACTURER'S STANDARD

PROPORTIONS.

I. THE PERMEABILITY OF THE AGGREGATE SHALL BE

TESTED BY THE GEO-TECHNICAL ENGINEER TO VERIFY

THAT IT WILL DRAIN AT A MINIMUM OF THIRTY INCHES

PER HOUR (30”/HR).

J. THE PERIMETER COLLECTION DRAIN PIPE SHALL BE

INSTALLED IN PROPERLY EXCAVATED TRENCH AT

MINIMUM SLOPE OF 1% TOWARDS THE STORM DRAIN

CONNECTION OUTLET POINT.

K. THE SUB GRADE SHALL ALSO BE COMPACTED AND

PROOF ROLLED TO A MINIMUM OF A 95% COMPACTION

RATE.

L. GEOTEXTILE FILTER FABRIC SHALL BE A MINIMUM 4

OZ/YD NON-WOVENPOLYPROPYLENE GEOTEXTILE

FABRIC SUCH AS MIRAFI 140N OR APPROVED EQUAL.

M. STONE BASE COURSES: THE FOLLOWING GRADATION OF

STONE IS A TYPICAL AND RECOMMENDED

SPECIFICATION. THE SYNTHETIC TURF BASE

CONTRACTOR IS REQUIRED TO FOCUS ON ACHIEVING

THE PLANARITY, POROSITY AND COMPACTION

REQUIREMENTS TO PROVIDE A SOUND CRUSHED STONE

BASE FOR SYNTHETIC TURF INSTALLATION.

1. THE FREE-DRAINING BASE AGGREGATE BASE LAYER

SHALL CONSIST OF A CONSISTENT DEPTH OF OPEN

GRADED MATERIAL. BASE DRAINAGE AGGREGATE

MUST BE ROLLED AND COMPACTED TO ELIMINATE

SETTLING. MATERIAL SHALL CONFORM TO THE

AASHTO #57 LIMESTONE CLASSIFICATION. AN OPEN

GRADED AGGREGATE MATERIAL MAY BE USED IF

AVAILABLE. SUBGRADE MUST ACHIEVE 95%

COMPACTION LEVEL AND PASS A PROOF ROLL

BEFORE PLACEMENT OF THE DRAINAGE STONE CAN

COMMENCE.

#57 BASE AGGREGATE : (5” DEPTH)

APPROXIMATE PERCENTAGE PASSING

1-1/2” SIEVE 100%

1” SIEVE 95 - 100%

1/2” SIEVE 25 - 60%

#4 SIEVE 0 - 10%

#8 SIEVE 0 - 5%

2. CHOKER MATERIAL : (1” DEPTH). THE CHOKER

MATERIAL SHALL BE AASHTO #10 OR AS APPROVED

BY THE FIELD BUILDER AND ARCHITECT. #10

CHOKER LAYER SHALL NOT BE LASER-GRADED AT

MORE THAN 1” DEPTH. LAYERS DEEPER THAN 1” ARE

SUSCEPTIBLE TO OVER-COMPACTION AND

RESTRICTION OF POROSITY, LEADING TO DRAINAGE

ISSUES.

CHOKER MATERIAL WILL BE REQUIRED TO BE A

MIXTURE OF APPROXIMATELY 75% WASHED ASHTO #

10 SCREENINGS AND 25% ASHTO #10 UNWASHED

SCREENINGS. ONCE THE BASE STONE IS IN PLACE,

THE BASE CONTRACTOR WILL BE REQUIRED TO HAVE

ONE LOAD OF STONE DELIVERED TO THE JOB SITE SO

THAT A TEST AREA OF APPROXIMATELY 10' X 20' CAN

BE PUT IN PLACE IN THE APPROXIMATE DEPTH SO IT

CAN BE ROLLED AND EVALUATED FOR ITS ABILITY TO

DRAIN AT A RAPID RATE BUT ALSO TIGHTEN UP

ENOUGH TO ALLOW FOR TURF INSTALLATION.

MODIFICATIONS TO THE RATIO OF WASHED AND

UNWASHED FINES MAY BE REQUIRED.

N. INSTALLATION OF ARTIFICIAL TURF SYSTEM SHALL

COMPLY WITH MANUFACTURER'S REQUIREMENTS.

R F

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