Revised_Civil_Drawings_-_Amendment_3.pdf

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FLIGHT ACTIVITY

FACILITY

BLDG. 706

N:437841.33

E:537547.83

C-501

C-501

CS105

C-501

C-506

24.00'

R

T

Y

P

68.00'

24.00'

24.00'

R

C-501

N:437971.47

E:537525.75

50.00'

SOUTHEAST

INFILTRATION

BASIN

RE: CG204

C-501

R

R

N:437595.87

E:537470.20

N:437550.47

E:537202.68

N:437717.97

E:537103.25

(2) 42' DIA.

WATER STORAGE

TANK (RE:C-512)

N:437777.29

E:537094.21

8.5' 14.5'

C-501

BARRIER GATE

RE: 2/C-509

BARRIER GATE

RE: 2/C-509

(BID OPTION 6)

PICNIC AREA

REFER TO LANDSCAPING

SHEETS FOR LAYOUT

INFORMATION

R

168.43'

53.00'

86.47'

R

C-501

52.00'

21.00'

.2

24.00'

SOUTHWEST

INFILTRATION

BASIN

RE: CG204

C-501

OUTDOOR BREAK AREA

RE: A-109

OUTDOOR

BREAK AREA

RE: A-109

N:437489.54

E:537231.42

N:437480.69

E:537141.57

GENERATOR

RE: ELEC.

TRANSFORMER

RE. ELEC.

C-501

C-501

7 8

45.00'

STRIPING

RE: CS103

RE: SHEET CS103 MATCH LINE

RE: SHEET CS104 MATCH LINE

R 20'

(BID OPTION 5)

PAVILION

RE: A-109 & SF403

8.0' CROSSWALK

RE: 2/C-505

(TYP.)

12'

12'

6'

(TYP.)

12'

30'

LIMITS OF BID OPTION 16

LIMITS OF

BID OPTION 16

REFER TO

LANDSCAPING

RE:LA101

12'

CONCRETE SIDEWALK

RE:7/C-502

32.00'

6' SIDEWALK

(TYP.)

RADIUS=127.5'

9.00'

C-506

BICYCLE RACK

CENTERED AND ONE FOOT FROM REAR EDGE OF CONCRETE

RE:3/C-509

FLAGPOLE (RE:5/C-508)

N:437701.55

E:537291.21

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SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

J B

M c G u i r e D i x L a k e h u r s t

N e w r s e y

15891

RUSSELL

FRANK

KETNER

CS104

S I T

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800 4020

SITE LAYOUT PLAN

GENERAL NOTES

SHEET KEYNOTES

1. BID OPTION 18. DUMPSTER PAD ENCLOSURE. RE: 3/C-508.

2. CONCRETE ACCESS DRIVE FOR DUMPSTER. RE: 4/C-501

3. STRIPE EDGE OF TUG ROAD WITH A SOLID 6-INCH YELLOW STRIPE ON BOTH SIDES.

4. BID OPTION 7. CONSTRUCT TUG ROAD AS CONCRETE PAVEMENT. RE: 4/C-501.

5. ON THE AIRFIELD SIDE OF THE SITE, PROVIDE LOW PROFILE FIRE HYDRANTS AT

LOCATIONS INDICATED. RE 2/C-507

6. BID OPTION 12. EXTERIOR COVERED AREA. RE: A-107.

7. BID OPTION 9: GATE OPERATOR SHALL BE INSTALLED PER MANUFACTURER'S

RECOMMENDED INSTALLATION INSTRUCTIONS.

8. BID OPTION 9: SLIDING GATE (24') WITH GATE OPERATOR. REFER TO SHEET C-511

FOR SLIDING GATE DETAILS.

9. END PAVEMENT SHOULDER SECTION WITH APRON. BEGIN DUST COVER SECTION

AS INDICATED.

10. LINE INDICATED IS THE LINE OF DEMARCATION BETWEEN THE HANGAR ACCESS

APRON (RE:1/C-501) AND THE TAXIWAY APRON PAVEMENT (RE:2/C-501). REFER TO

JOINTING PLAN ON CP102.

11. PROVIDE NEW STAINLESS STEEL POST (ROUND OR SQUARE) FOR PUSH-BUTTON

DOOR ACTUATOR. REFER TO ELECTRICAL FOR ADDITIONAL REQUIREMENTS.

ACTUATOR SHALL BE INSTALLED A MINIMUM OF 34" AND A MAXIMUM OF 48" ABOVE

THE FINISHED FLOOR.

12. AT THE CROSSWALK, PROVIDE DETECTABLE WARNING SURFACE AT THE

SIDEWALK ON BOTH SIDES OF THE ACCESS DRIVE. RE: 2/C-505 & 7/C-506.

13. PROVIDE CENTERLINE STRIPING AS SHOWN. 4" YELLOW LINE, 6 FOOT LONG WITH

12 FOOT SKIPS.

14. ALTITUDE VALVES. RE: 1/C-515.

15. PROVIDE FULL HEIGHT FIRE HYDRANT AT LOCATIONS INDICATED. RE: 1/C-507.

16. BID OPTION 17. STATIC DISPLAY AREA FOR AIRCRAFT. 30 FOOT DIAMETER CONC.

BASE. RE: 4/C-501 FOR PAVEMENT SECTION. RE: LA101 FOR LANDSCAPE LAYOUT.

HARDSCAPE, SOFTSCAPE AND LIGHTING ARE PART OF THE BID OPTION;

ELECTRICAL CONDUIT, WIRING AND HANDHOLE ARE INCLUDED IN THE BASE BID.

STATIC DISPLAY AIRCRAFT AND MOUNT BY OTHERS (NIC).

17. BID OPTION 19. CONSTRUCT SCREEN WALL ALONG THE EAST AND SOUTH SIDE OF

THE EQUIPMENT PAD. REFER TO 4/C-508.

18. BID OPTION 16. DUST COVER BID OPTION LIMITS AS SHOWN ON PLANS. BASE BID

SHALL BE NO DUST COVER WITH THE EXCEPTION OF THE ASPHALT SHOULDER (25

FEET) ADJACENT TO THE SOUTH END OF THE APRON. ASPHALT SHOULDER IS A

PART OF BASE BID.

19. EQUIPMENT PAD, RE: 2/C-506.

A.REFER TO SHEET V-101 FOR BASIS OF VERTICAL AND HORIZONTAL CONTROL.

B.REFER TO SHEET C-002 FOR ADDITIONAL NOTES AND REQUIREMENTS.

C.DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.

D.CONTRACTOR SHALL EXERCISE CARE TO AVOID DAMAGE TO EXISTING PAVEMENT

TO REMAIN. ANY DAMAGE TO EXISTING PAVEMENT TO REMAIN SHALL BE REPAIRED

TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE.

E. THE CONTRACTOR SHALL PHASE AND COORDINATE THE WORK SO AS TO MINIMIZE

THE DISRUPTION OF TRAFFIC TO ADJACENT FACILITIES.

F. FOR CLARITY JOINTING IS NOT SHOWN ON THIS PLAN.

600 3015

ENLARGED SITE LAYOUT

CS104

FINAL GRADE

" EXPANSION JOINT

RE: 1/C-502 (SIM)

2" WHITE

REFLECTIVE TAPE

1'-0"1'-0"

C L R

C L R

EXISTING SUBGRADE

SCARIFIED & COMPACTED TO

95% ASTM D1557 DENSITY

SATISFACTORY FILL

COMPACTED TO 95%

ASTM D1557 DENSITY

TOP OF

SLAB

#4 @ 12" OCEW

TOP & BOTTOM

#4 CONT

TYP

ASPHALT

PAVEMENT

#3 @ 12" OC

" CHAMFER

TYP

11'-0"

5'-0" 11'-0"

3'-0"

T

Y

P

3'-0"

NEW A.D.A. PARKING SIGN

CENTERED ON STALL.

RE:

FACE OF CURB

PRECAST CONC

WHEEL STOP,

RE:

4" WHITE

STRIPE (TYP)

A.D.A. PARKING

SYMBOL (TYP)

RE:

FINISHED GRADE

RESERVED

VAN

ACCESSIBLE

20"

2"

M

I N

FOR SIGN LOCATION, SEE LAYOUT PLAN.

SIGN TO BE 16 GAUGE ALUMINUM WITH TWO

" Ø BOLT HOLES FOR MOUNTING.

SYMBOL ON SIGN TO BE PAINTED

INTERNATIONAL SAFETY BLUE FEDERAL

STD. 595A, COLOR #15160.

VAN ACCESSIBLE SIGNS SHALL BE

PLACED ACCORDING TO PLANS. ALL

SIGNS SHALL CONFORM TO A.D.A.

SPECIFICATIONS.

SIGN MOUNTING POST, MIN 2" Ø

GALVANIZED STEEL PIPE WITH

POST CAP

3500psi COMPRESSIVE STRENGTH

(AT 28 DAYS) CONC FOOTING

4"

1'-1

1'-4"

R4"

R1'-0"

4"

R4"

5'-0"

2'-3"

WHITE

BLUE

R1'-4"

EQUAL

7'-0"

1'-0"

10"

4"

EQUAL

1"

1'-0" 1'-0"

7 1/4"

1" HOLES FOR #6x18" REBAR, DRIVE PINS FLUSH WITH TOP

A

A

4-#3 BARS, GRADE 40

DEFORMED STEEL

PRESHRUNK HI-TEST CONCRETE,

STEAM CURED TO 3500psi

COMPRESSIVE STRENGTH

PLAN

ELEVATION

SECTION

BOLLARD DETAIL

EQUIPMENT PAD DETAIL

A.D.A. PARKING

STALL LAYOUT

A.D.A. PARKING SIGN

A.D.A. PARKING SYMBOL

PRECAST CONCRETE

WHEEL STOP

5/C-506

6/C-506

4/C-506

LOW-EMITTING

AND

FUEL-EFFICENT

FINISHED GRADE

SIGN MOUNTING POST,

MIN. 2" DIA. GALV. STEEL

PIPE WITH POST CAP

FOR SIGN LOCATION, SEE

LAYOUT PLAN, 1/CS105. SIGN TO

BE 16 GA. ALUMINUM WITH TWO

" DIA. BOLT HOLES FOR

MOUNTING. BLACK BORDER

AND LEGEND ON A WHITE

BACKGROUND.

FOR CAR / VANPOOL SIGNS:

REPLACE "LOW-EMITTING AND

FUEL-EFFICENT" WITH

"CARPOOL AND VANPOOL"

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A

B

1.875"

HIGH

3.125"

HIGH

C

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D

A B C D E

20" 30" 3" 24" 1.5"

SECTION

PLAN

(TYP.)

6"

S I D

E W

A L K

W

I D

H

S

P

A

N S

PCC

SIDEWALK

1/2" E.J.

RE:10/C-502

4" CLEAN SAND

COMPACTED TO

95% STANDARD

PROCTOR DENSITY

CURB

DEPRESSED

RE:7/C-502

5" PCC SIDEWALK

12:1

MAX.

AGGREGATE BASE

PER TYPICAL

PAVEMENT SECTION

WHERE APPLICABLE

2"

FINISHED

GRADE

CARRY SIDEWALK

REINF. BENEATH WARNING

PLATE

CAST-IN-PLACE PREFABRICATED

DETECTABLE WARNING SURFACE,

COMPOSED OF A VITRIFIED POLYMER

INCLUDING ALUMINUM OXIDE

("ARMOR-TILE" OR APPROVED EQUAL)

COLOR TO BE COLONIAL RED

CAST-IN-PLACE PREFABRICATED

DETECTABLE WARNING

SURFACE, COMPOSED OF A

VITRIFIED POLYMER INCLUDING

ALUMINUM OXIDE ("ARMOR-TILE"

OR APPROVED EQUAL) COLOR

TO BE COLONIAL RED

T

Y P

SIDEWALK RAMP

LEED PARKING SIGN

ADA SIDEWALK RAMP DETECTABLE WARNING SURFACE

PLAN

2.4"

0.9"

3.3"

SECTION

HYDROGROW FEED MIX

BELOW RING SUPPLIED

BY MANUFACTURER

TOP OF GRASS ROOT

MASS

" ABOVE TOP

OF RING

GRASSY PAVERS

8" AGGREGATE BASE

COMPACTED TO 95%

ASTM D1557 DENSITY

TYPICAL GRASSY

PAVERS DETAIL

PLACE SOD ON

TOP OF RINGS

ASPHALT PAVEMENT

REPLACEMENT DETAIL

12"

(TYP)

12" MIN

M

I N

C O

N C

R E

T E

EXISTING BITUMINOUS

PAVEMENT

TACK COATTACK COAT

NEW HOT MIX

SURFACE COURSE

SAW CUT

EXISTING

ASPHALT

PC CONCRETE

(4000 psi @ 28 DAYS)

SEE PIPE BEDDING

& BACKFILL DETAILS

EXISTING

BASE

#5 @ 14" OC EW

C

L

CAST-IN-PLACE

PREFABRICATED

DETECTABLE WARNING

SURFACE, RE: 7-C-506

GUTTER

SIDEWALK

MAX

2%

M

A

X

M

A

X

6'-0"

VARIES,

SEE PLANS

6'-0"

CURB

1. CONTRACTION JOINTS ARE NOT SHOWN FOR CLARITY.

2. SEE UNIFORM FEDERAL ACCESSIBILITY STANDARDS AND

ADA GUIDELINES FOR COMPLETE HANDICAPPED CRITERIA.

6'-0"

SIDEWALK

M A

X

M

I N

3500psi COMPRESSIVE STRENGTH

(AT 28 DAYS) CONC FOOTING

SLOPE CONC.

AWAY FROM

BOLLARD

45°

FOR MOTORCYCLE SIGNS:

REPLACE ALL LETTERING TO

READ "MOTORCYCLE ONLY"

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SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

G u i r e D i x L a k e h u r s t

N r s e y

15891

RUSSELL

FRANK

KETNER

C-506

C I V

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SHEET KEYNOTES

#1 - BOLLARD DETAIL

1. FILL PIPE WITH CONCRETE AND OVAL TOP FOR

DRAINAGE.

2. 8" DIA EXTRA STRONG STEEL PIPE.

3. 20" DIA BORED HOLE FILLED WITH 3,500 psi

CONCRETE (COMPRESSIVE STRENGTH) AT 28

DAYS.

4. PAINT EXTERIOR PIPE, COLOR TO BE "CANNON

BROWN" IN CONFORMANCE WITH BASE

STANDARD.

TRENCH DRAIN DETAILS

30'-8" 282'-8"

20"

5"

T/G = 82.90 T/G = 82.90

FL = 82.48

FL = 81.08

FL = 80.93

T/G = 82.61

TRENCH DRAIN OUTFALL STRUCTURE, RE: 3/C-510

A

A

TRENCH DRAIN

ELEVATION

24"

1 1/2"

26 1/4" FRAME I.D.

26" GRATE

6" 6"

V A

R I E

S

2-

TRENCH DRAIN SECTION A-A

ENAMEL COATED STEEL GRATE FRAME

("Z-PROFILE" DESIGN)

NELSON STUD CONCRETE ANCHORS

HEAVY DUTY SLOTTED DUCTILE IRON GRATE (EAST JORDAN IRON WORKS

#695842 OR EQUAL); GRATE MUST COMPLY WITH NJDOT BIKE SAFE

STANDARD FOR GRATE OPENINGS.

"-13 HEX NUTS ON UNDERSIDE OF

FRAME APRON FOR GRATE LOCKDOWNS

CONCRETE APRON

12" MIN 12" MIN

"-20 ASSEMBLY BOLT,

NUT, WASHER

3" CL 3" CL

12"

6"

2'-6"

V A

R I E

S

6"

V A

R I E

S

#4 U-BAR @ 14" OC

FIBERGLASS CHANNEL (STAY-IN-

PLACE FORM) ORTHOPHTHALIC

POLYESTER FRP

PC CONCRETE 4000 psi

COMPRESSIVE

STRENGTH @ 28 DAYS

12" MIN 12" MIN

12" AGGREGATE BASE

COURSE COMPACTED TO

98% ASTM D-1557 DENSITY

SCARIFY & COMPACT 12" SUBGRADE

TO 95% ASTM D-1557 DENSITY

#5 LONGITUDINAL BARS (CONTINUOUS) (TYP)

NOTE:

BASIS OF DESIGN IS ACO "AQUEDUCT" TRENCH DRAIN.

CONTRACTOR WILL USE BASIS OF DESIGN PRODUCT

OR EQUAL. CONTRACTOR MUST SUBMIT SHOP

DRAWINGS OF THE TRENCH DRAIN SYSTEM TO BE

USED FOR REVIEW. INSTALL TRENCH DRAIN, FRAME

AND GRATE ACCORDING TO MANUFACTURER'S

INSTRUCTIONS.

2'-0" OF AASHTO #57 STONE

ROLLER COMPACTED TO 80%

OF ASTM D-1557 DENSITY

GEOTEXTILE

SEPARATOR

FABRIC

6" OF POORLY GRADED COARSE MASONRY

SAND, MEETING THE REQUIREMENTS OF A K5

SOIL AS DESCRIBED BY NJAC 7:9A

PLACE SOLID SLAB SOD AND TOPSOIL AS

REQUIRED FOR SOD ON TOP OF SAND LAYER

UNCOMPACTED

SUBGRADE

BOTTOM OF BASIN

NOTES:

1. UPON INSTALLATION OF THE SAND LAYER, THE

CONTRACTOR SHALL EMPLOY A PROFESSIONAL ENGINEER,

LICENSED IN THE STATE OF NEW JERSEY, TO TEST THE SAND

FOR PERMEABILITY. THE SAND LAYER MUST HAVE A

PERMEABILITY OF 20 IN/HR OR GREATER.

2. CONTRACTOR SHALL TAKE CARE DURING CONSTRUCTION

NO TO PERFORM ANY WORK THAT COULD COMPACT THE

SUBGRADE UNDER THE BASIN.

3. WRAP THE AGGREGATE LAYER COMPLETELY WITH

SEPARATOR FABRIC.

INFILTRATION BASIN

BOTTOM SECTION

2" COMPOST TILLED

INTO 6" NATIVE SOIL

VARIES, SEE PLANS

V A

R I E

S

SOLID SLAB

SOD

DRAINAGE SWALE

NOTE: SIDE SLOPES SHALL BE 10:1 WHERE

ADJACENT TO TAXIWAY AND APRON.

11'-7" 25'-0"

2'-0"

1'-0"

1'-0"

1:10

0.00%

1:10

2%

2%

0.00% 0.00%

ELEV =

82.06

FL =

80.93

FINISH

GRADE

3" CL

FL =

80.93

T/G = 82.61

B

B

TRENCH DRAIN OUTFALL STRUCTURE ELEVATION

2-#5 BARS, MID-DEPTH

#5 LONGITUDINAL BARS (CONTINUOUS)

12" AGGREGATE BASE

COURSE COMPACTED TO

98% ASTM D-1557 DENSITY

SCARIFY & COMPACT 12" SUBGRADE

TO 95% ASTM D-1557 DENSITY

PC CONCRETE 4000 psi

COMPRESSIVE

STRENGTH @ 28 DAYS

#5 U-BARS @ 14" OC

TRENCH DRAIN OUTFALL STRUCTURE SECTION B-B

1'-0"

MIN

1'-0"

MIN

3" CL (TYP)

3" CL (TYP)

V A

R I E

S

1'-0" 2'-0" 1'-0"

BACKFILL IN 6" LIFTS

AND COMPACT WITH

MANUALLY OPERATED

VIBRATORY

COMPACTORS TO 90%

ASTM D-1557 DENSITY

12" AGGREGATE BASE

COURSE COMPACTED TO

98% ASTM D-1557 DENSITY

SCARIFY & COMPACT 12" SUBGRADE

TO 95% ASTM D-1557 DENSITY

FINISH GRADE

#5 LONGITUDINAL

BARS @ 12" OC

(CONTINUOUS)

(TYP)

#5 U-BARS @ 14" OC

3" CL

PROVIDE THICKENED EDGE

EXPANSION JOINT, RE: 10/C-501

(SIM), STOP REINFORCEMENT 3"

FROM JOINT

PROVIDE THICKENED EDGE

EXPANSION JOINT, RE: 10/C-501

(SIM), STOP REINFORCEMENT 3"

FROM JOINT

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SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

G u i r e D i x L a k e h u r s t

N r s e y

15891

RUSSELL

FRANK

KETNER

C-510

C I V

T

A I L

S

D J A

D J A

R F

K

D J A

H P

R J

B

I M

C i v i l S h e e t s

C

X X

X d w g

P

M

C

X

X X d w g

P

M

SHEET KEYNOTES

#3 & #4- TRENCH DRAIN OUTFALL

STRUCTURE DETAILS

1.

" Ø X 20" LONG EPOXY-COATED DOWELS,

MID-DEPTH OF CONCRETE, CENTERED ON JOINT

BETWEEN OUTFALL STRUCTURE AND TRENCH

DRAIN AND SPACED AT 12" OC.

2013-05-24T09:47:26-0500

2013-05-24T09:49:46-0500

2013-05-24T09:49:46-0500