CS107.pdf
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CS107
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SERVICE ALLEY
47.63'40'63.61'
S 52°45'09" E
20'
ENTRANCE
RAMP
6'
RETAINING WALL, RWS,
WITH 8' CHAIN LINK
FENCE WITH BARBED WIRE
FOR DETAILS SEE SHEET SB115
RPA
WETLAND LIMIT
SIDEWALK, 4' WIDE
SA
R = 23'
R = 10'
GUARDRAIL
8' CHAIN LINK FENCE
WITH BARBED WIRE
CENTRAL ELECTRICAL PLANT
EAST SEE VOLUME 2 FOR
DETAILS
FIRE PUMP HOUSE AND TANKS
SEE VOLUME 2 FOR DETAILS
BARRIER
CURB
BARRIER
CURB
15' X 15' X 4"
CONCRETE PAD
SEE SHEET CP515
CABLE TRENCH, FOR
DETAILS SEE SHEET CP515
SA STA. 26+34.39
4.50' RT
END GUARDRAIL
SA 28+61.88
2.00' RT
SA 29+20.89
110.26' RT
SA 29+40.89
110.26' RT
SIDEWALK CROSSDRAIN (TYP.)
FOR CENTERLINE LOCATIONS
SEE SIDEWALK CROSSDRAIN
SCHEDULE ON THIS SHEET.
BARRIER
CURB
SA STA. 26+34.39
SA 24.50' RT
BEGIN RAMP
STA. 28+89.68
57+50.00' LT
BEGIN RAMP
STA. 28+60.68
SA 26.00' LT
STA. 30+40.89
SA 34.50' LT
STA. 30+40.89
SA 49.50' LT
STA. 30+40.89
SA 0.00' LT
SIDEWALK
C
CP511
R = 2'
SA STA. 27+07.71
SA 24.50' RT
STA. 28+65.94
SA 109.41' RT
CURB RAMPA
CP511
FENCE CORNER POST
N: 3575765.215
E: 12033766.265
GUARDRAIL
BEGIN GUARDRAIL
SA 29+21.51
107.75' RT
END GUARDRAIL
SA 29+40.26
107.75' RT
END GUARDRAIL
SA STA. 26+32.89
SA 2.00' RT℄
BEGIN GUARDRAIL
SA STA. 26+41.14
SA 22.00' RT
END GUARDRAIL
SA STA. 27+53.63
SA 22.00' RT
BEGIN GUARDRAIL
SA STA. 27+61.88
SA 2.00' RT
GUARDRAIL
SIDEWALK
STA. 28+70.14
SA 100.75' RT
STA. 29+20.89
SA 100.75' RT
STA. 30+40.89
SA 100.75' RT
STA. 29+40.89
SA 100.75' RT
SEEDING
SEE SEEDING PLANS
AGSE/ STORAGE/ COVERED
PARKING (BLDG 5) SEE
VOLUME 2 FOR DETAILS
ACCESS
RAMP
D
CP511
FUTURE HANGAR BY OTHERS
TRANSFORMER AND SWITCH
PADS BY DOMINION VIRGINIA
POWER
WETLAND LIMIT
RPA
WHEEL STOP (TYP.)
SEE SHEET CP508
FOR DETAILS
STA. 28+66.68
SA 26.00' LT
STA. 28+89.68
SA 49.00' LT
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.
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60'
SCALE:1"= 30'
0 30'
KEY PLAN
SCALE: 1"=1000'
CS107
A L I G
N M
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M E
T R
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P
C
S
D
W G
MATCH LINE, SEE SHEET CS113
M A
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NOTES:
1. PAVEMENT MARKINGS ARE SHOWN FOR
INFORMATION ONLY. SEE SHEETS CI104 TO
CI126.
2. THE BEGINNING AND ENDING OF ALL
GUARDRAILS SHALL INCLUDE A TERMINAL
SECTION. FOR GUARDRAIL DETAILS SEE
SHEETS CS504 TO CS508.
3. FOR SIDEWALK CROSS SECTION SEE SHEET
CP512.
4. FOR FENCE DETAILS SEE SHEETS CS501,
CS502, AND SB513.
5. FOR CURB DETAILS, SEE SHEET CP512.
6. FOR RETAINING WALL ALIGNMENT DATA,
SEE SHEET CS105.
LEGEND
ASPHALT PAVEMENT, PER
SHOULDER IN TYPICAL SECTION
F, SEE SHEET CS303
ASPHALT PAVEMENT, PER
TYPICAL SECTION C, SEE SHEET
CS302
ASPHALT PAVEMENT, PER
TAXIWAY TYPICAL SECTION F,
SEE SHEET CS303
CONCRETE PAVEMENT, PER
APRON AND LOADING DOCK
TYPICAL SECTION H, SEE SHEET
CS304
HOT-MIX ASPHALT BASE COURSE
PAVEMENT, PER TAXIWAY
TYPICAL SECTION H, SEE SHEET
CS304
GRAVEL OVERLAY, PER TYPICAL
SECTION A, SEE SHEET CS301
REINFORCED CONCRETE
PAVEMENT, SEE SHEET CJ502
CAST-IN-PLACE SIDEWALK
CONCRETE, SEE SHEET CP512
ASPHALT PAVEMENT, PER
PARKING LOT TYPICAL SECTION E
SEE SHEET CS303
CONCRETE APPROACH SLAB,
SEE STRUCTURES PLANS
CONCRETE OVERLAY, SEE
SHEETS ST103 AND ST104
REINFORCED CONCRETE
APRON PANEL, SEE SHEETS
CP501 AND CP514
SA
SA
SA
SA
SA
SA
SA
SA
SA
SA
LT
LT
LT
LT
LT
LT
LT
LT
LT
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
26.00
24+56.73
24+94.56
25+39.75
25+65.28
26+02.52
26+44.74
26+95.53
27+49.24
28+01.78
28+54.68
BASELINE DIRECTIONOFFSETSTATION
SIDEWALK CROSSDRAIN SCHEDULE
LT
A
CS402
R E
V I S
D
A V
E M
E N
T
T
Y P
E
J A
N
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