CS402.pdf
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28+00 29+00 30+0028+00 28+50 29+00 29+50 30+00 30+50
US Army Corps of Engineers ®
SHEET OF
SHEET ID
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PHASE 1
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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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CS402
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BARRIER
CURB
20'
SCALE:1"= 10'
0 10'
BOLLARD SA
STA. 29+12.64
69.50' RT
EL. 14.00'
SA STA. 29+50.89
0.00' RT
EL. 14.00'
SA STA. 29+10.89
0.00' RT
EL. 11.13'
SA STA. 30+40.89
100.75' RT
EL. 11.13'
SA STA. 30+40.89
0.00' RT
EL. 14.00'
SA STA. 29+40.89
10.00' RT
EL. 14.00'
SA STA. 29+20.89
10.00' RT
EL. 14.00'
SA STA. 28+82.14
0.00' RT
EL. 14.00'
SA STA. 28+80.14
2.00' RT
EL. 14.00'
SA STA. 28+80.14
100.75' RT
EL. 14.00'
SA STA. 29+20.89
100.75' RT
EL. 13.81'
SA STA. 29+40.89
100.75' RT
TOP OF SLAB
EL.15.00'
BUILDING 4
SEE NOTE 5
TOP OF SLAB
EL.15.00'
BUILDING 3
SEE NOTE 4
GUARDRAIL
EL. 14.60' TOP OF
SIDEWALK AT BUILDING
FOUNDATION (TYP.)
EL. 14.60'
AT BUILDING
FOUNDATION (TYP.)
GUARDRAIL
SEEDING
ASPHALT
BARRIER CURB
BUILDING 3 - CENTRAL ELECTRICAL PLANT - EAST
BUILDING 4 - FIRE PUMP HOUSE
BEGIN SLOPE EL. 14.00'
SA STA. 29+87.06
0.00' RT
BEGIN SLOPE EL. 13.81'
SA STA. 29+90.65
100.75' RT
NOTES:
1. ALL ELEVATIONS AT CURBS ARE THE EDGE OF PAVEMENT AT
THE FACE OF CURB.
2. FOR BOLLARD DETAILS SEE SHEET CP508.
3. FOR TYPICAL BOLLARD LOCATIONS AT THE EQUIPMENT PADS,
SEE SHEET CS401.
4. FOR DETAILS OF BUILDING 3 CONCRETE SLAB SEE VOLUME 2,
SHEET S-131.
5. FOR DETAILS OF BUILDING 4 AND WATER TANK SLABS SEE
VOLUME 2, SHEET S-141.
6. THE SIDEWALK AREA AROUND THE BUILDINGS AND
GENERATOR PADS SHALL BE DIVIDED BY CONTRACTION JOINTS
INTO RECTANGULAR AREAS WITH THE LENGTH OF THE LONGER
SIDE NO GREATER THAN 1.25 TIMES THE LENGTH OF THE
SHORTER SIDE. EXPANSION JOINTS SHALL BE INSTALLED
BETWEEN THE SIDEWALK AND THE BACK OF CURB, THE
BUILDING FOUNDATION, AND THE EDGES OF THE GENERATOR
PADS. SEE SHEET CP512 FOR SIDEWALK DETAILS.
7. GUARDRAIL TRAILING AND TERMINALS
BARRIER CURB
SEEDING
SIDEWALK
TOP OF SLAB
EL. 14.00
WATER TANK
WARP THE SIDEWALK
SURFACE AROUND THE
STOOP TO MATCH THE
EDGE OF THE STOOP
(TYP.)
SIDEWALK
EL. 13.17'
SA STA. 30+12.06
60.50' RT
EL. 13.17'
SA STA. 30+19.06
60.50' RT
EL. 12.31'
SA STA. 30+28.06
22.50' RT
EL. 13.17'
SA STA. 30+19.06
22.50' RT
EL. 14.02'
SA STA. 29+96.06
22.50' RT
EL. 14.60'
SA STA. 29+87.06
22.50' RT
EL. 14.02'
SA STA. 29+96.06
60.50' RT
EL. 14.02'
SA STA. 30+03.06
60.50' RT
EL. 13.17'
SA STA. 30+12.06
22.50' RT
EL. 14.02'
SA STA. 30+03.06
22.50' RT
EL. 12.32'
SA STA. 30+28.06
60.50' RT
EL. 14.60'
SA STA. 29+87.06
60.50' RT
SEEDING
EL. 13.63'
SA STA. 28+65.46
0.00' RT
TRANSFORMER PADS BY
DOMINION VIRGINIA POWER
TRANSFORMER PADS BY
DOMINION VIRGINIA POWER
EL. 14.50'
SA STA. 29+52.31
85.50' RT
EL. 14.50'
SA STA. 29+67.31
85.50' RT
L SA
B
EL. 14.50'
SA STA. 29+52.31
80.62' RT
EL. 14.50'
SA STA. 29+67.31
80.62' RT
EQUIP.
PAD
EL. 15.16'
EQUIP.
PAD
EL. 14.58'
EQUIP.
PAD
EL. 13.75'
EQUIP.
PAD
EL. 13.75'
EQUIP.
PAD
EL. 14.58'
EQUIP.
PAD
EL. 15.16'
RIDGE LINE (TYP.)
TOP OF SLAB
EL. 13.25
WATER TANK
CORNER OF SLAB
SA STA. 29+51.39
10.50' RT
CORNER OF SLAB
SA STA. 28+80.39
10.50' RT
EQUIPMENT
PAD (TYP.)
CENTER OF SLAB
SA STA. 28+30.39
25.50' RT
CENTER OF SLAB
SA STA. 28+30.39
65.50' RT
CORNER OF SLAB
SA STA. 28+80.39
90.50' RT
CORNER OF SLAB
SA STA. 29+10.39
10.50' RT
CORNER OF SLAB
SA STA. 29+10.39
90.50' RT
CORNER OF SLAB
SA STA. 29+81.39
10.50' RT
CORNER OF SLAB
SA STA. 29+51.39
70.50' RT
CORNER OF SLAB
SA STA. 29+81.39
70.50' RT
EQUIPMENT PAD (TYP.)
ELEVATIONS FOR
EQUIPMENT PADS
ARE THE TOP OF SLAB
EQUIP. PAD
EL. 15.00'
EQUIP. PAD
BOLLARD (TYP.)
BOLLARD SA
STA. 29+12.64
81.12' RT
BOLLARD SA
STA. 29+44.22
73.92' RT
BOLLARD SA
STA. 29+44.22
82.26' RT
BOLLARD SA
STA. 29+60.39
7.80' RT
BOLLARD SA
STA. 29+72.39
7.80' RT
LEGEND
GRASS SEEDING
CAST IN PLACE SIDEWALK,
CONCRETE SEE SHEET CP512
ASPHALT PAVEMENT, PER TYPICAL
SECTION C, SEE SHEET CS302
A
EL. 14.00'
SA STA. 29+58.51
0.00' RT
EL. 14.00'
SA STA. 29+74.26
0.00' RT
EL. 14.00'
SA STA. 29+20.89
67.62' RT
EL. 14.00'
SA STA. 29+20.89
83.37' RT
EL. 13.97'
SA STA. 29+40.89
84.00' RT
EL. 14.00'
SA STA. 29+40.89
72.25' RT
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