ACPh1RTAPlansVol320171109.pdf

AVIATION COMPLEX - PHASE 1

VOLUME 3 - SITE CONSTRUCTION

CONUS

NORFOLK DISTRICT

"BUILDING STRONG"

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

RTA SUBMITTAL

09 NOVEMBER 2017

VOLUME 1 - SITE CONSTRUCTION

VOLUME 2 - ANCILLARY BUILDINGS

VOLUME 3 - OPTIONAL BID ITEMS

SHEET

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SHEET TITLE

INDEX OF DRAWINGS

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GENERAL

G-001 1 COVER SHEET

G-002 2 INDEX OF SHEETS

G-003 3 GENERAL NOTES, LEGEND, AND ABBREVIATIONS

G-004 4 KEY PLAN

G-005 5 OVERALL SITE PLAN

ALIGNMENT AND GEOMETRY

CS101 6 ALIGNMENT AND GEOMETRIC PLAN

CS102 7 ALIGNMENT AND GEOMETRIC PLAN

CS103 8 ALIGNMENT AND GEOMETRIC PLAN

CS104 9 ALIGNMENT AND GEOMETRIC PLAN

CS105 10 ALIGNMENT AND GEOMETRIC PLAN

CS106 11 ALIGNMENT AND GEOMETRIC PLAN

CS109 12 ALIGNMENT AND GEOMETRIC PLAN

CS111 13 ALIGNMENT AND GEOMETRIC PLAN

CS112 14 ALIGNMENT AND GEOMETRIC PLAN

CS113 15 ALIGNMENT AND GEOMETRIC PLAN

CS115 16 ALIGNMENT AND GEOMETRIC PLAN

CS119 17 ALIGNMENT AND GEOMETRIC PLAN

CS120 18 ALIGNMENT AND GEOMETRIC PLAN

CS501 19 FENCING DETAILS

CJ112 20 JOINTING PLAN

CJ113 21 JOINTING PLAN

CJ501 22 JOINTING DETAILS

CJ502 23 JOINTING DETAILS

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

ABBREVIATIONS

ACP ASPHALT CONCRETE

PAVEMENT

AGGR AGGREGATE

AWG AMERICAN WIRE GAUGE

BASELINE

BMP BEST MANAGEMENT

PRACTICES

BOP BOTTOM OF POND

C.C. CENTER OF CURVATURE

CD CHECK DAM

CE CONSTRUCTION

ENTRANCE

CEP CENTRAL ELECTRICAL

PLANT

℄ CENTERLINE

CLR CLEAR

CMP CORRUGATED METAL

PIPE

CONC CONCRETE

COR CONTRACTING

OFFICER'S

REPRESENTATIVE

CP CULVERT PIPE

CU YD CUBIC YARD

DD DIVERSION DIKE

DIA DIAMETER

DVP DOMINION VIRGINIA

POWER

EA EACH

ECP ENTRY CONTROL POINT

EJ EXPANSION JOINT

ELEV ELEVATION

EOP EDGE OF PAVEMENT

EQ EQUAL

FL FLOW LINE

GOV GOVERNMENT OWNED

VEHICLE

HERCP HORIZONTAL ELLIPTICAL

REINFORCED CONCRETE

PIPE

HMA HOT-MIX ASPHALT

HOR HORIZONTAL

HS HIGH STRENGTH

IP INLET PROTECTION

LBS POUNDS

LF LINEAR FEET

MH MANHOLE

MTD MANUFACTURED

TREATMENT DEVICE

NIC NOT IN CONTRACT

NPW NON-POTABLE WATER

NTS NOT TO SCALE

OZ OUNCES

OWS OIL/WATER SEPARATOR

PAJ PCC TO ACP JOINT

PCC PORTLAND CEMENT

CONCRETE

P.C. POINT OF CURVATURE

P.C.C POINT OF COMPOUND

CURVATURE

P.I. POINT OF INTERSECTION

P.O.C POINT ON CURVE

P.R.C POINT OF REVERSE

CURVATURE

P.T. POINT OF TANGENCY

POV PRIVATELY OWNED

VEHICLE

PSI POUNDS PER SQUARE

INCH

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE

PIPE

RPA RESOURCE PROTECTION

AREA

SAN SANITARY

SCH SCHEDULE

SD STORM DRAIN

SDW SIDEWALK

SF SILT FENCE

SL SLOPE

SM SINGLE-MODE

SPA SPACING

SQ YD SQUARE YARD

SS SANITARY SEWER

STD STANDARD

SW SWITCH

SWPPP STORM WATER

POLLUTION PREVENTION

PLAN

TC TURBIDITY CURTAIN

TOP TOP OF POND

TYP TYPICAL

VAR VARIES

W.E. WATER ELEVATION

IDENTIFICATION

DETAIL SYMBOLS

DETAIL

DETAIL IS DRAWN

SHEET ON WHICH

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NUMBER

LEGEND - PROPOSED ITEMS

CONSTRUCTION ENTRANCE

CHECK DAM

DIVERSION DIKE

INLET PROTECTION

FENCE

FIRE HYDRANT

SANITARY SEWER MANHOLE

STORMWATER MANHOLE

STORM DRAIN

FLOW DIRECTION IN PIPE

AIRCRAFT TRAFFIC DROP INLET

DIRECTION OF TRAFFIC

RIPRAP

STORM DRAIN END SECTION

X X

UNDERGROUND CABLE TV

UNDERGROUND COMMUNICATIONS

FLOW DIRECTION (PIPE)

ELECTRIC JUNCTION BOX

ELECTRIC MANHOLE

UNDERGROUND ELECTRIC

STORM PIPES

UNDERGROUND GAS LINE

UNDERGROUND FIBER OPTICS

SANITARY LINES

DRAINAGE MANHOLE

DRAINAGE INLET

TRAVERSE POINT

SIGN

SANITARY MANHOLE

RUNWAY/TAXIWAY LIGHTS

UNDERGROUND WATER

WATER VALVE

POST INDICATOR VALVE

FIRE HYDRANT

TELEPHONE PEDESTAL

COMMUNICATIONS MANHOLE

S

POLYVINYL CHLORIDE

REINFORCED CONCRETE PIPE

CORRUGATED METAL PIPE

END OF INFORMATION

DUCTILE IRON PIPE

ASPHALT SURFACE

X X

CHAIN LINK FENCE

UNDERGROUND FIRE LINE

MARSH (AERIAL SURVEY)

WETLAND FLAG

WET

D

EDGE OF WATER (AERIAL SURVEY)

LEGEND - SURVEY ITEMS

GUARDRAIL

SANITARY SEWER

GAS

POTABLE WATER

FIRE WATER

NON-POTABLE WATER

COMMUNICATIONS

SS

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SD

12' X 6' MAINTENANCE HOLE (MH)

LOD

LIMIT OF DISTURBANCE

SILT FENCE

IP

FLOW

SF

CIP

CULVERT INLET PROTECTION

AC ACCESS DRIVE

MSE-E MECHANICALLY STABILIZED EARTH-EAST

MSE-N MECHANICALLY STABILIZED EARTH-NORTH

MSE-S MECHANICALLY STABILIZED EARTH-SOUTH

MSE-W MECHANICALLY STABILIZED EARTH-WEST

NEC SECURE COMMUNICATION LINE

PK PARKING LOT

RWE RETAINING WALL EAST

RWN RETAINING WALL NORTH

RWS RETAINING WALL SOUTH

RWW RETAINING WALL WEST

SA SERVICE ALLEY

TL TAXI LANE

TW TAXIWAY

VESCH VIRGINIA EROSION AND SEDIMENT CONTROL

HANDBOOK

NOTES:

1. OTHER SYMBOLS MAY BE USED AND IDENTIFIED ON INDIVIDUAL SHEETS.

2. FOR ADDITIONAL PROPOSED ELECTRICAL LEGEND ITEMS SEE SHEET ES001

VEHICLE TRAFFIC DROP INLET

ELECTRIC

RESOURCE PROTECTION AREA (RPA)

FW

PARKING LOT LIGHT POLE

ELECTRICAL HAND HOLE (HH)

SOIL BORING LOCATION

SIGN

EDGE OF WATER (GROUND SURVEY)

ROAD NAME ABBREVIATIONS

UED

US

TV

UC

NPW

SLL

SL

UNDERGROUND ELECTRICAL (600V)

CONCRETE ENCASED

UNDERGROUND SECURITY CONDUIT

CONCRETE ENCASED

UNDERGROUND CATV CONDUIT

CONCRETE ENCASED

UNDERGROUND COMMUNICATION CONDUIT

CONCRETE ENCASED

UNDERGROUND NONE POTABLE WATER

AIRFIELD LIGHTING CIRCUIT

CONCRETE ENCASED

AIRFIELD SERIES LIGHTING CIRCUIT

DIRECT BURIED

FLOW DIRECTION ON SURFACE

APPROX. GRADING LIMIT

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TP

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18+00

20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00

105+00

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X

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CS120

CS115

CS109

CS102 CS103 CS105

CS119

CS101

CJ112

CS112

CS106

CJ113

CS113

CS104

CS111

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KEY PLAN

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

SHEET

PREFIX NUMBER RANGE DESCRIPTION

G 001-006 GENERAL SHEETS (NONE GEOGRAPHIC)

CJ 112, 113 JOINTING PLAN

CS

101-106, 109, 111-113, 115, 119-120 ALIGNMENT AND GEOMETRIC PLAN

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EOI

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EOI

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EOI

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EOI

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TAXIWAY

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(UNKNOWN)

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CTV

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FO

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FO

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EP

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EOI

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EOI

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ASPHALT

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TAXIWAY

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ASPHALT

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TAXIWAY

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CONCRETE

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SHOULDER

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ASPHALT

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SHOULDER

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SHOULDER

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SHOULDER

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TAXIWAY

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TAXIWAY

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CONCRETE

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OIL VAULT

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RUNWAY 14/32

JAMES RIVER

OPTIONAL BID ITEMS:

0003A AIRCRAFT APRON PARKING

0003B ACCESS ROAD ALL WEATHER SURFACE

0003C PICKET FENCE

FUTURE HANGAR BY OTHERS

CONTRACTOR

LAYDOWN

AREA 2

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PAVED ACCESS ROUTE

OPTIONAL BID ITEM 0003B

BEGIN ACCESS DRIVE

ASPHALT OVERLAY.

STA. AC 101+86.00

8' CHAIN LINK FENCE

WITH BARBED WIRE

END ACCESS DRIVE

ASPHALT OVERLAY

STA. AC 141+40.67

FUTURE ADMIN BUILDING

BY OTHERS

SOUTH PARKING LOT

RPA

WETLAND LIMIT

EAST PARKING LOT

APRON CONCRETE PAVEMENT

OPTIONAL BID ITEM 0003A

WEST PARKING LOT

ROTARY WING

AIRCRAFT PARKING

(5 SPACES)

ELEVATED TAXIWAY

PICKET FENCE

OPTIONAL BID ITEM 0003C

NN

0 250'

SCALE:1"=250'

500'

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(FOR INFORMATION ONLY)

(FOR INFORMATION ONLY)

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MATCH EDGE OF

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EXISTING GRAVEL

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ASPHALT PAVEMENT, PER

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CS113

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TYPICAL SECTION C, SEE SHEET

CS112

ASPHALT OVERLAY, PER TYPICAL

SECTION A, SEE SHEET CS101

REINFORCED CONCRETE

PAVEMENT, SEE SHEET CJ502

US Army Corps of Engineers ®

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℄ AC

P

ACCESS DRIVE

CURVE DATA

P.I. = 123+67.91

T=100.30'

DELTA=33°48'41"

R=330.00'

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ASPHALT PAVEMENT, PER

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CS113

CONCRETE PAVEMENT, PER

TYPICAL SECTION C, SEE SHEET

CS112

ASPHALT OVERLAY, PER TYPICAL

SECTION A, SEE SHEET CS101

REINFORCED CONCRETE

PAVEMENT, SEE SHEET CJ502

US Army Corps of Engineers ®

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

NOTES

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131+00

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CS112

ASPHALT OVERLAY, PER TYPICAL

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NOTES

1. SEE SHEET CS101 FOR TYPICAL

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X

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CURVE DATA

P.I. = 141+12.11

T=34.32'

DELTA=13°30'06"

R=300.00'

L=68.34'

P

T

P.O.B. 10+00.00

N 3576973.88

E 12032188.57

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ACCESS DRIVE

L

T

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BASE BID END CHAIN LINK FENCE

BEGIN PICKET FENCE

SEE DETAIL A THIS SHEET

N 3577027.24

E 12032177.05

PICKET

FENCE

A

CS501

MATCH EDGE OF

EXISTING GRAVEL

END ACCESS DRIVE

ASPHALT OVERLAY

STA. AC 141+40.67

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101102103

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CS113

CONCRETE PAVEMENT, PER

TYPICAL SECTION C, SEE SHEET

CS112

ASPHALT OVERLAY, PER TYPICAL

SECTION A, SEE SHEET CS101

REINFORCED CONCRETE

PAVEMENT, SEE SHEET CJ502

US Army Corps of Engineers ®

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PK

AC 142+50.00, 12.00' RT =

SA 10+06.21

EDGE OF PAVEMENT

CURVE DATA

P.I. = 12+97.67

T=102.83'

DELTA=23°14'33"

R=500.00'

L=202.83'

EDGE OF PAVEMENT

CURVE DATA

P.I. = 15+28.35

T=9.07'

DELTA=17°11'45"

R=60.00'

L=18.01'

SERVICE ALLEY

CURVE DATA

P.I. = 12+83.46

T=51.81'

DELTA=5°55'52"

R=1000.00'

L=103.52'

FENCE CORNER

SEE DETAIL A THIS SHEET

N 3576971.454

E 12032496.965

FENCE END POST

PK STA. 13+59.37

20.00' LT

FENCE END POST

PK STA. 13+90.62

20.00' LT

PICKET

FENCE

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CS501

PICKET

FENCE

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CS501

BEGIN FENCE TAPER

SA STA. 15+59.00

5.00' RT

PICKET

FENCE

A

CS501

END FENCE TAPER

SA STA. 15+80.22

9.00' RT

BASE BID 8' CHAIN

LINK FENCE WITH

BARBED WIRE

16' DOUBLE

SWING GATE

MANUALLY

OPERATED

C

CS501

3' MAN

GATE

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CS501

RPA

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BEGIN PICKET FENCE

SA STA. 10+62.00

5.00' RT

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SCALE:1"= 30'

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CS105

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

KEY PLAN

SCALE: 1"=1000'

101102103

LEGEND

ASPHALT PAVEMENT, PER

TYPICAL SECTION D, SEE SHEET

CS113

CONCRETE PAVEMENT, PER

TYPICAL SECTION C, SEE SHEET

CS112

ASPHALT OVERLAY, PER TYPICAL

SECTION A, SEE SHEET CS101

REINFORCED CONCRETE

PAVEMENT, SEE SHEET CJ502

X

X

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16" CONCRETE FOUNDATION

PICKET FENCE

16" CONCRETE FOUNDATION

CHAIN LINK FENCE

END POST

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DETAIL A

PICKET FENCE

CHAIN LINK FENCE

NTS

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SERVICE ALLEY

RPA

WETLAND LIMIT

FUTURE ADMIN. BUILDING BY OTHERS

SA

B

S 52°45'09" E

18+00

20+00 21+00 22+00 23+00 24+00

L

FUTURE HANGAR BY OTHERS

PICKET

FENCE

A

CS501

END PICKET FENCE

BASE BID BEGIN CHAIN LINK FENCE

N 357644.16

E 12033020.26

BASE BID 8' CHAIN LINK FENCE

WITH BARBED WIRE

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SCALE:1"= 30'

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CS106

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MATCH LINE, SEE SHEET CS112

KEY PLAN

SCALE: 1"=1000'

101102103

LEGEND

ASPHALT PAVEMENT, PER

TYPICAL SECTION D, SEE SHEET

CS113

CONCRETE PAVEMENT, PER

TYPICAL SECTION C, SEE SHEET

CS112

ASPHALT OVERLAY, PER TYPICAL

SECTION A, SEE SHEET CS101

REINFORCED CONCRETE

PAVEMENT, SEE SHEET CJ502

US Army Corps of Engineers ®

SHEET OF

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

M A

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CHAIN LINK FENCE

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PICKET FENCE

END POST

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DETAIL A

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PICKET FENCE

NTS

AutoCAD SHX Text W.E.

AutoCAD SHX Text 2.6

W.E.=2.9 10/30/15 1:09

AC℄

AC℄

ACCESS DRIVE

CURVE DATA

P.I. = 117+89.80

T=104.01'

DELTA=92°15'07"

R=100.00'

L=161.01'

P

P

R

P

ACCESS DRIVE

CURVE DATA

P.I. = 119+61.46

T=114.65'

DELTA=14°31'12"

R=900.00'

L=228.08'

P

C

C

E

I

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MATCH EDGE OF

EXISTING GRAVEL

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SCALE:1"= 30'

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MATCH LINE, SEE SHEET CS115

KEY PLAN

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101102103

MATCH LINE, SEE SHEET CS101

CS109

A L

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W G

LEGEND

ASPHALT PAVEMENT, PER

TYPICAL SECTION D, SEE SHEET

CS113

CONCRETE PAVEMENT, PER

TYPICAL SECTION C, SEE SHEET

CS112

ASPHALT OVERLAY, PER TYPICAL

SECTION A, SEE SHEET CS101

REINFORCED CONCRETE

PAVEMENT, SEE SHEET CJ502

NOTES

1. SEE SHEET CS101 FOR TYPICAL

SECTION.

US Army Corps of Engineers ®

SHEET OF

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CURVE DATA

P.I. = 19+96.26

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R=100.00'

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CS112

ASPHALT OVERLAY, PER TYPICAL

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101102103

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BUILDING BY OTHERS

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FUTURE HANGAR BY

OTHERS

PICKET

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CS501

110' AND VARIES

STATION TL 797+74.25 TO TL807+59.25

FOR AREAS OF REINFORCED CONCRETE PAVEMENT, SEE SHEETS CJ501 AND CJ502

TL

PAVEMENT CONSTRUCTED IN PREVIOUS PHASE

7.5" CONCRETE PAVEMENT FOR AIRFIELDS

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101102103

LEGEND

ASPHALT PAVEMENT, PER

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CS113

CONCRETE PAVEMENT, PER

TYPICAL SECTION C, SEE SHEET

CS112

ASPHALT OVERLAY, PER TYPICAL

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REINFORCED CONCRETE

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N 3576120.926

E 12033833.615

EL. 13.84'

MATCH TO EDGE OF EXISTING

PARKING AREA

SEE TYPICAL

SECTION D

N 3576089.662

E 12033874.732

N 3576145.471

E 12033917.123

FUTURE HANGAR BY OTHERS

4" HOT-MIX ASPHALT (HMA) FOR ROADS

8" SUBBASES FOR FLEXIBLE PAVING

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ASPHALT PAVEMENT, PER

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CONCRETE PAVEMENT, PER

TYPICAL SECTION C, SEE SHEET

CS112

ASPHALT OVERLAY, PER TYPICAL

SECTION A, SEE SHEET CS101

REINFORCED CONCRETE

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TYPICAL SECTION D

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CURVE DATA

P.I. = 114+32.75

T=77.95'

DELTA=26°34'49"

R=330.00'

L=153.09'

P.C. 113+54.81

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CS112

ASPHALT OVERLAY, PER TYPICAL

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NOTES

1. SEE SHEET CS101 FOR TYPICAL

SECTION.

W.E.=2.3 9/10/15 12:00

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MATCH EXISTING

ASPHALT PAVEMENT

BEGIN ASPHALT OVERLAY

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ACCESS DRIVE

CURVE DATA

P.I. = 103+66.49

T=111.91'

DELTA=18°09'57"

R=700.00'

L=221.94'

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N.T.S.

STOP SIGN DETAILS

STEEL

U-POST

POST SIZE

(2.5 LB/FT)

30" X 30" MUTCD R1-1 RED

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WHITE BACKGROUND

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P.I. = 109+35.52

T=148.85'

DELTA=87°40'52"

R=155.00'

L=237.20'

P C

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P.T. 110+23.87

N 3579243.01

E 12031102.14

S 50°40'12" E

ACCESS DRIVE

MATCH EDGE OF

EXISTING GRAVEL

FEATHER DRIVEWAY TO MATCH

NEW ACCESS DRIVE ELEVATION.

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LEGEND

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CONCRETE PAVEMENT, PER

TYPICAL SECTION C, SEE SHEET

CS112

ASPHALT OVERLAY, PER TYPICAL

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REINFORCED CONCRETE

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

NOTES

1. SEE SHEET CS101 FOR TYPICAL

SECTION.

AutoCAD SHX Text W.E.=2.3 9/10/15 12:00

AutoCAD SHX Text W.E.=2.3 9/10/15 12:00

UNIFORM ZINC COATING

(HOT DIP GALVANIZED)

BASE MATERIAL

UNIFORM ZINC COATING

(HOT DIP GALVANIZED)

ZINC PHOSPHATE &

CONVERSION COATING

EPOXY BASE COAT

OPTIONAL 45° SWIVEL

BRACKET

PANEL BRACKET

SPECIALLY DESIGNED TWO

-POINT CONNECTION ENSURES

FIXITY OF RAIL ENDS FOR

INCREASED STRENGTH.

INTERNAL RETAINING ROD

VARIABLE PITCH CONNECTION

SYSTEM FOR EASE OF

INSTALLATION, HIGH ANGLE

BIAS ABILITY AND ELIMINATION

OF UNSIGHTLY EXTERNAL

FASTENERS.

RUNNER RAIL

DOUBLE-WALLED "U"-CHANNEL

SPECIALLY FORMED HIGH STRENGTH

ARCHITECTURAL SHAPE.

RUNNER

RAIL

"NO-MAR" POLYESTER

POWDER FINISH COAT

NOTES:

1.) POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS. SHALL BE IN

ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS

2.) THIRD RAIL PER MANUFACTURERS RECOMMENDATION.

3.) ADJUST PANEL SIZE PER MANUFACTURER POST SPACING

RECOMMENDATION.

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POST SIZE PER

MANUFACTURES

RECOMMENDATIONS.

10"

4" TYP.

10' O.C. MAX.

VALUES SHOWN ARE NOMINAL AND NOT TO BE USED FOR INSTALLATION PURPOSES.

SEE MANUFACTURERS PRODUCT SPECIFICATION FOR INSTALLATION REQUIREMENTS.

NOT TO SCALE

PICKET FENCE

A

NOT TO SCALE

B

SINGLE GATE ARRANGEMENT

NOT TO SCALE

DOUBLE GATE ARRANGEMENT

C

" TYPICAL

3" (LATCH CLEARANCE)

LEAF WIDTH

2" (HINGE CLEARANCE)

2" (HINGE CLEARANCE)

LEAF WIDTH

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3" (LATCH

CLEARANCE)

OVER ALL OUT TO OUT

" RUNNER RAIL

(SEE DETAIL A)

1" DIA X 14GA. PICKET

GATE UPRIGHT, 2" X 11 GA.

WELD ON BOX HINGE

POST SIZE PER MANUFACTURES

RECOMMENDATIONS.

" TYPICAL

NOTES:

1.) POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS. SHALL BE IN ACCORDANCE

WITH MANUFACTURERS RECOMMENDATIONS

2.) SEE MANUFACTURERS STANDARD FOR LEAF WIDTH.

3.) THIRD RAIL PER MANUFACTURERS RECOMMENDATION.

PICKETS WELDED TO

RUNNER RAIL PRIOR

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TM

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INSTALLATION PURPOSES. SEE PRODUCT SPECIFICATION

FOR INSTALLATION REQUIREMENTS.

1" DIA X 14GA. PICKET

WELD ON BOX HINGE

" RUNNER RAIL

(SEE DETAIL A)

GATE UPRIGHT, 2" X 11 GA.

POST SIZE PER MANUFACTURES

RECOMMENDATIONS.

NOTES:

1.) POST SIZE DEPENDS ON FENCE HEIGHT AND WIND LOADS.

SHALL BE IN ACCORDANCE WITH MANUFACTURERS

RECOMMENDATIONS

2.) SEE MANUFACTURERS STANDARD OUT TO OUTS AND LEAF

WIDTH.

3.) THIRD RAIL PER MANUFACTURERS RECOMMENDATION.

CS501

F E

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A I L S

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US Army Corps of Engineers ®

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A

S h a i k h

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

SD

D

S D

S

D

SD SD SD

S D

SD

SD

SD

SD

S D

S D

796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00

NPW

NPW

NPW

NPW

NPW

N P

W N

P W

NPW NPW NPW NPW NPW NPW NPW

CATV

C A

T V

W W

W W

W

N

P

W

N

P

W

N

P

W

N P

W N

P W

N P

W N

P W

S

S

W

W

SS

W

C

C

40+00

ADMINISTRATION

BUILDING

41 SPACES @ 15' = 615'

APRON

NOTE: THE JOINT BETWEEN THE APRON AND

THE ADMINISTRATION BUILDING AND HANGAR

FLOORS WILL BE COORDINATED WITH THE

BUILDING DESIGNERS

S

P A

C E

℄ TL

P P P

O O O O O

PP P P PPP P P PPP

P P P

PP

P P

PP P

Y Y YYY Y Y YYY Y Y YYY

Y Y Y

YY

Y Y

YY Y

O O O O OOO O O O O O OO O O OOO O

N N

N

X

X

N X X

X X

X

X

X X

X X

X

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X

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X

X

X

X X X

X X

FOR ELEVATIONS, SEE DETAIL A THIS SHEET

X X

X

796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00

25+00

796+00 797+00 798+00 799+00 800+00 801+00 802+00 803+00

X X

X X

X

X

X

X

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X

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X

X

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X

X X

U E

D U

E D

U

S

U

E D

U S

SL SL

HANGAR

TOP OF SLAB ELEVATION

AT FRONT OF THE HANGER = 15.00'

SS

40+00

41 SPACES @ 15' = 615'

S

P A

C E

60'

SCALE:1"= 30'

0 30'

NN

TYPE P - THICKENED EDGE JOINT, PER DETAIL 1

ON SHEET CJ501

TYPE O - DOWELED CONSTRUCTION JOINT, PER

DETAIL 2 ON SHEET CJ501

TYPE X - DOWELED CONTRACTION JOINT, PER

DETAIL 3 ON SHEET CJ501

TYPE Y - THICKENED EDGE JOINT, PER DETAIL 4

ON SHEET CJ501

TYPE J - RIGID-FLEXIBLE PAVEMENT JOINT, PER

DETAIL 5 ON SHEET CJ501

TYPE N - THICKENED EDGE AT ASPHALT

PAVEMENT, PER DETAIL 6 ON SHEET CJ501

P

O

X

Y

KEY PLAN

SCALE: 1"=1000'

101102103

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CJ112

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US Army Corps of Engineers ®

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A

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

M A

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DETAIL A

J

N

LEGEND

ASPHALT PAVEMENT, PER

TYPICAL SECTION D, SEE SHEET

CS113

CONCRETE PAVEMENT, PER

TYPICAL SECTION C, SEE SHEET

CS112

ASPHALT OVERLAY, PER TYPICAL

SECTION A, SEE SHEET CS101

REINFORCED CONCRETE

PAVEMENT, SEE SHEET CJ502

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BOR#P-8 ELEV=9.2

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BOR#P-7 ELEV=8.0

AutoCAD SHX Text

BOR#TX9 ELEV=8.0

AutoCAD SHX Text

BOR#RW3 ELEV=5.4

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BOR#TX5 ELEV=6.9

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BOR#TX4 ELEV=6.5

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BOR#RW2 ELEV=5.8

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BOR#TX10 ELEV=7.8

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BOR#TX11 ELEV=7.9

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BOR#RW4 ELEV=5.1

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BOR#TX3 ELEV=6.3

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BOR#RW1 ELEV=5.8

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BOR#SWM6 ELEV=5.4

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BOR#TX19 ELEV=6.2

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BOR#SS4 ELEV=9.4

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BOR#SS7 ELEV=8.7

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BOR#TX16 ELEV=9.8

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BOR#SWM4 ELEV=9.1

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BOR#SS2 ELEV=8.0

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BOR#TX15 ELEV=6.0

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BOR#SS10 ELEV=8.6

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BOR#SS3 ELEV=7.2

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803+00 804+00 805+00 806+00 807+00 809+00 810+00803+00 804+00 805+00 806+00 807+00 808+00 809+00 810+00

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803+00 804+00 805+00 806+00 807+00 809+00 810+00

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C C C

C C

C C

C C

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FW FW FW FW FW FW

F W

F W

NPW

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NPW NPW NPW NPW NPW NPW NPW NPW NPW

S D

SD SD

S D

SD SD SD SD SD

S

D

S

D

NOTE: THE JOINT BETWEEN THE APRON AND

THE HANGAR FLOOR WILL BE COORDINATED

WITH THE BUILDING DESIGNERS

41 SPACES @ 15' = 615'

APRON

℄ TL

℄ TW

5'

11 SPACES @ 15' = 165'

4 SPACES @ 12.5' = 50''

FOR ELEVATIONS, SEE DETAIL A THIS SHEET

SL

S L

SL

S L

S L

SL

SL

SL

SL

SL

SL

SL

SL

SL

SL

U E

D

U C

U

S

U C

S

P A

C E

HANGAR

TOP OF SLAB ELEVATION

AT FRONT OF THE HANGER = 15.00'

FW FW FW FW FW FW

F W

41 SPACES @ 15' = 615'

5'

11 SPACES @ 15' = 165'

4 SPACES @ 12.5' = 50''

SL

S

P A

C E

60'

SCALE:1"= 30'

0 30'

NN

KEY PLAN

SCALE: 1"=1000'

101102103

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CJ113

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US Army Corps of Engineers ®

SHEET OF

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R i n n e r t

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C a r e y

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R i n n e r t

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W e a v e r

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A

PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

TYPE P - THICKENED EDGE JOINT, PER DETAIL 1

ON SHEET CJ501

TYPE O - DOWELED CONSTRUCTION JOINT, PER

DETAIL 2 ON SHEET CJ501

TYPE X - DOWELED CONTRACTION JOINT, PER

DETAIL 3 ON SHEET CJ501

TYPE Y - THICKENED EDGE JOINT, PER DETAIL 4

ON SHEET CJ501

TYPE J - RIGID-FLEXIBLE PAVEMENT JOINT, PER

DETAIL 5 ON SHEET CJ501

TYPE N - THICKENED EDGE AT ASPHALT

PAVEMENT, PER DETAIL 6 ON SHEET CJ501

P

O

X

Y

J

N

M A

T C

H

L I N

E

S

E

DETAIL A

LEGEND

ASPHALT PAVEMENT, PER

TYPICAL SECTION D, SEE SHEET

CS113

CONCRETE PAVEMENT, PER

TYPICAL SECTION C, SEE SHEET

CS112

ASPHALT OVERLAY, PER TYPICAL

SECTION A, SEE SHEET CS101

REINFORCED CONCRETE

PAVEMENT, SEE SHEET CJ502

R E

V I S

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C

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T R

A C

T

M

N

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SEE DETAIL 7,

THIS SHEET

DRILL AND EPOXY

SMOOTH PAINTED DOWEL

WITH END CAP,

LUBRICATE END IN

SECONDARY POUR

INITIAL POUR OR

EXISTING PAVEMENT

SECONDARY POUR

SEE DETAIL 10, THIS SHEET

BACKER

MATERIAL

(7/8" DIA)

3/4" PREFORMED

EXPANSION

JOINT FILLER

JET FUEL

RESISTANT JOINT

(SELF-LEVELING)

SCALE: NONE

TYPE O - DOWELED CONSTRUCTION JOINT

SCALE: NONE

TYPE X - DOWELED CONTRACTION JOINT

JET FUEL

RESISTANT JOINT

(SELF-LEVELING)

BACKER

MATERIAL

(5/8" DIA)

SCALE: NONE

TYPICAL CONTRACTION JOINT

GENERAL PAVING NOTES

1. USE TYPE "O" DOWELED CONSTRUCTION JOINT WHERE

PAVING OPERATIONS ARE DELAYED OR STOPPED.

2. DOWELS SHALL BE PROPERLY POSITIONED BY USE OF AN

APPROVED SUPPORT ASSEMBLY.

3. SAWED EDGES OF PAVEMENT SHALL BE STRAIGHT,

VERTICAL AND SMOOTH.

4. JOINTS SHALL BE THOROUGHLY CLEARED BY COMPRESSED

WATER AND WET SAND BLASTED PRIOR TO APPLICATION OF

THE SEALANT.

5. JOINT FACES SHALL BE DRY PRIOR TO PLACING SEALANT

PRIMER MATERIAL.

6. JOINT DEPTH SHALL BE IN ACCORDANCE WITH JOINT

SEALANT MANUFACTURER'S SPECIFICATIONS.

7. SEE SHEET CJ502 FOR WELDED WIRE REINFORCEMENT

DETAILS.

8. CONTRACTOR SHALL PLACE END CAPS AND PROTECT WITH

TAPE TO PREVENT DELETERIOUS MATERIAL FROM ENTERING

THE END CAPS.

3/4"

S E

E

N

O T

E

SCALE: NONE

TYPICAL EXPANSION JOINT

SCALE: NONE

ASPHALT CONSTRUCTION JOINT

INITIAL

SAWCUT (1/8")

CONCRETE PAVEMENT FOR AIRFIELDS

HOT MIX ASPHALT

AIRFIELD PAVING

1/2"

3/8"

SCALE: NONE

TYPE J - RIGID - FLEXIBLE PAVEMENT JOINT

1/8"

DOWEL 16" LENGTH

3/4" DIAMETER

12" SPACING

DOWEL 16" LENGTH

3/4" DIAMETER

12" SPACING

SCALE: NONE

TYPE P - THICKENED EDGE JOINT

SEE DETAIL 8, THIS SHEET

SCALE: NONE

TYPE Y - THICKENED EDGE JOINT

CONCRETE PAVEMENT

FOR AIRFIELDS

SEE DETAIL 8, THIS SHEET

H A

N G

A R

PAVEMENT CONSTRUCTED

IN PHASE 1 VOLUME 1

CONCRETE PAVEMENT

FOR AIRFIELDS

SEE DETAIL 9, THIS SHEET

CONCRETE PAVEMENT

FOR AIRFIELDS

HOT MIX ASPHALT

BASE COURSE

HOT-MIX ASPHALT

AIRFIELD PAVING

SCALE: NONE

TYPE N - THICKENED EDGE AT ASPHALT PAVEMENT

5' MIN. OR FULL WIDTH OF SLAB

IF LESS THAN 10'

AGGREGATE

BASE COURSE

DRAINAGE LAYER

AGGREGATE

SEPARATION COURSE

1'

COMPACTED

SUBGRADE

DRAINAGE LAYER

AGGREGATE SEPARATION

COURSE

JET FUEL

RESISTANT JOINT

(SELF-LEVELING)

S E

E

N

O T

E

SCALE: NONE

TYPICAL CONSTRUCTION JOINT

BACKER

MATERIAL

(5/8" DIA)

FORMED

BUTT

JOINT

PAVEMENT CONSTRUCTED

IN PHASE 1 VOLUME 1

JET FUEL

RESISTANT JOINT

(SELF-LEVELING)

10'

3/4" WIDE JET FUEL

RESISTANT JOINT

(SELF-LEVELING)

AGGREGATE BASE

COURSE

HOT MIX ASPHALT

AIRFIELD PAVING

AGGREGATE

SEPARATION COURSE

DRAINAGE LAYER

PCC BURIED SLAB

HEAVY DUTY ENGINEERING FABRIC "PAVEPREP" AS

MANUFACTURED BY THE PAVEPREP CORPORATION

OR APPROVED EQUAL

COMPACTED SUBGRADE

3"

1'

1'

1 2

DOWEL

20" LENGTH

1" DIAMETER

18" SPACING

HOT-MIX ASPHALT

BASE COURSE

DRAINAGE LAYER

AGGREGATE

SEPARATION

COURSE

CONCRETE PAVEMENT

FOR AIRFIELDS

1 4

SMOOTH PAINTED DOWEL

WITH END CAP, LUBRICATE END

IN SECONDARY POUR

DRILL AND EPOXY

IN INITIAL POUR

3/4" PREFORMED

EXPANSION JOINT FILLER

NOTE: REFER TO SPECIFICATIONS SECTION 32 12 15.13, PARAGRAPH 3.10.3, FOR SPECIFIC

CONSTRUCTION PROCEDURES FOR HMA PAVEMENT AT PCC PAVEMENT INTERFACE.

NOTE: REFER TO SPECIFICATIONS SECTION 32 12 15.13, PARAGRAPH 3.10.3, FOR SPECIFIC

CONSTRUCTION PROCEDURES FOR HMA PAVEMENT AT PCC PAVEMENT INTERFACE.

SMOOTH PAINTED DOWEL

WITH END CAP,

LUBRICATE END WITH CAP

CJ501

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DOWELED LONGITUDINAL

CONSTRUCTION JOINT

MAXIMUM DISTANCE FROM JOINT = 1/2 WIRE SPACING

DOWEL

DOWELED TRANSVERSE

CONSTRUCTION JOINT

6"

WELDED WIRE

SHEET

MAXIMUM DISTANCE FROM JOINT = 1/2 WIRE SPACING

DOWEL

DOWELED CONSTRUCTION JOINT

SEE DETAIL 2

SHEET CJ501

WIRE SPACING

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MAXIMUM DISTANCE FROM

JOINT = 3"

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6"

SHEET LENGTH

DOWELED TRANSVERSE

CONSTRUCTION JOINT

INTERFERENCE BETWEEN DOWELS

FOR LONGITUDINAL AND TRANSVERSE

JOINTS SHALL BE RESOLVED BY DELETING

THE TRANSVERSE JOINT DOWEL

MAXIMUM DISTANCE FROM JOINT = 3"

DOWEL

DOWELED LONGITUDINAL

CONSTRUCTION JOINT

6"

WELDED WIRE

SHEET

REINFORCED SLAB NOTES:

1. 7.5" REINFORCED CONCRETE PAVEMENT DESIGN THICKNESS.

2. ( ) - DENOTES ALLOWABLE TOLERANCE.

3. REINFORCING STEEL IS NOT CARRIED THROUGH THE JOINT.

4. UNLESS OTHERWISE NOTED, ALL WELDED WIRE FABRIC SHALL BE COMPOSED OF W4 WIRE AND SPACING SHALL BE 6".

WELDED WIRE FABRIC SHALL CONFORM TO THE REQUIREMENTS OF SPECIFICATIONS SECTION 03 20 00.00 10

5. SEE SHEET CJ501 FOR JOINT DETAILS.

6. DOWEL BAR SPACING SHALL BE 12" ON CENTER. DOWEL BARS SHALL BE SPACED AT LEAST 6" FROM ANY SLAB CORNER AND

THE SPACING FROM THE LAST DOWEL BARS ON A SIDE TO THE ADJACENT CORNERS SHALL BE THE SAME AT BOTH ENDS OF

THE SLAB.

7. CONTRACTOR SHALL PLACE END CAPS AND PROTECT WITH TAPE TO PREVENT DELETERIOUS MATERIAL FROM ENTERING

THE END CAPS.

WELDED WIRE SHEET

B3

B4

B3

B4

SCALE: NONE

SCALE: NONE

SCALE: NONE

NUMBER OF DOWELS PER SLAB

AND DOWEL SPACING VARIES

DOWELS SHALL NOT BE SPACED

CLOSER THAN 60% OF THE

DOWEL LENGTH TO A JOINT

NUMBER OF DOWELS

PER SLAB AND DOWEL

SPACING VARIES

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TRANSVERSE

WIRE

DOWELED LONGITUDINAL

CONSTRUCTION JOINT

MAXIMUM PROJECTION = 3"

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3 3/4"

2 7/8"

DOWELING DETAIL

SCALE: NONE

WELDED WIRE REINFORCEMENT SHEET DETAIL

SCALE: NONE

DETAIL FOR TERMINATION OF STEEL AT JOINT

3 3/4"

2 7/8"

3 3/4"

2 7/8"

16" LENGTH

" DIAMETER

12" SPACING

16" LENGTH

" DIAMETER

12" SPACING

16" LENGTH

" DIAMETER

12" SPACING

SMOOTH PAINTED DOWEL WITH END CAP,

LUBRICATE END WITH CAP

DRILL AND EPOXY

SMOOTH PAINTED DOWEL WITH END CAP,

LUBRICATE END WITH CAP

DRILL AND EPOXY

SMOOTH PAINTED DOWEL WITH END CAP,

LUBRICATE END WITH CAP

DRILL AND EPOXY

CJ502

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PROPERTY OF UNITED STATES GOVERNMENT, FOR OFFICIAL USE ONLY (FOUO). COPYING, DISSEMINATION, AND DISTRIBUTION TO UNAUTHORIZED INDIVIDUALS PROHIBITED.

AutoCAD SHX Text

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