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DETENTION POND
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(PN 77303 - FY 20 BY OTHERS)
FUTURE/CONCURRENT PARKING LOT
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ORG. STORAGE BUILDING 6
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ORG. STORAGE BUILDING 7
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ORG. STORAGE BUILDING 8
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ORG. STORAGE BUILDING 9
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ORG. STORAGE BUILDING 10
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ORG. STORAGE BUILDING 11
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ORG. STORAGE BUILDING 12
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(PN 77303 - FY 20 BY OTHERS)
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(PN 77303 - FY 20 BY OTHERS)
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FOR STAFF AND VISITORS TO THESE FACILITIES. PROVIDE TEMPORARY
2. CONSTANT ACCESS TO FACILITIES IN AREAS 2 AND 5 SHALL BE MAINTAINED
(PN 77303 - FY 20) AND IS SHOWN IN HALF TONE FOR INFORMATION ONLY.
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BASE COURSE
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BE VERTICAL, STEEP, OR
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SMOOTHED SUBGRADE
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NOTES:
NOT TO SCALE
INSTALLATION DETAIL
SUBGRADE REINFORCEMENT
BY THE CONTRACTING OFFICER REPRESENTATIVE.
6. ALTERNATIVE MATERIALS AND PROCEDURES MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL
8 INCHES OF COVER MATERIAL.
TRACKED VEHICLES ARE PROHIBITED FROM OPERATING ON THE GEOGRID AREA WITHOUT AT LEAST
IN STRAIGHT LINES AND LOW SPEEDS; TURNING AND SPEED GREATER THAN 10 MPH ARE NOT ALLOWED.
5. EQUIPMENT ON EXPOSED GEOGRID IS TO BE RESTRICTED TO LIGHT WHEELED VEHICLES OPERATING
REQUIREMENTS. THE SAME MINIMUM LIFT THICKNESS APPLIES.
MAY BE USED IN ITS STEAD. AGGREGATE SHALL BE COMPACTED ACCORDING TO SPECIFICATION
NOT LESS THAN 90% PASSING THE 1-INCH SIEVE, AND NOT MORE THAN 25% PASSING THE NO. 8 SIEVE
GRANULAR MATERIAL COMPOSED OF DURABLE CRUSHED STONE WITH A MAXIMUM SIZE OF 2-INCHES, IF AGGREGATE BASE COURSE IS NOT A COMPONENT OF THE PAVEMENT SECTION A LESS EXPENSIVE
THICK OVER THE TOP AND COMPACTED ACCORDING TO SPECIFICATION REQUIREMENTS.
4. A LAYER OF AGGREGATE BASE COURSE SHALL BE PLACED IN A SINGLE LIFT AT LEAST 8 INCHES
GEOGRID IS REQUIRED.
THE CONTRACTING OFFICER REPRESENTATIVE SHALL DETERMINE THE AREA OR AREAS WHERE
GEOGRID MAINTAINED IN A TAUT CONDITION DURING PLACEMENT OF THE OVERLYING AGGREGATE.
MATERIAL ARE TO BE RESTRAINED IN AN ANCHOR TRENCH AS SHOWN IN THE DETAIL AND THE
OR AS RECOMMENDED BY THE MANUFACTURER, WHICHEVER IS GREATER. THE EDGES OF THE
IF PRESENT. OVERLAPS BETWEEN GEOGRID ROLLS OR PIECES SHALL BE AT LEAST 18 INCHES
OR PUCKERS, WITH THE MACHINE DIRECTION COINCIDING WITH THE DIRECTION OF TRAFFIC
3. GEOGRID SHALL BE PLACED DIRECTLY ON THE EXPOSED SUBGRADE WITH NO WRINKLES
ACCORDING TO THE MANUFACTURER’S DIRECTIONS WITH WRITTEN APPROVAL FROM COR.
THE GEOGRID SHALL BE PLACED ACCORDING TO THE DIRECTIONS CONTAINED HERE; OR
IN THE CROSS DIRECTION. THE APERTURE SIZE SHALL BE BETWEEN 0.75 AND 1.0 INCH.
ULTIMATE TENSILE STRENGTH OF 850 POUNDS IN THE MACHINE DIRECTION AND 1300 POUNDS
2. SUBGRADE REINFORCEMENT SHALL CONSIST OF A BI-AXIAL GEOGRID WITH A MINIMUM
SUBGRADE IS FIRM AND COMPETENT.
CONTRACTING OFFICER REPRESENTATIVE. GEOGRID SHALL NOT BE PLACED WHEN THE
BE PLACED WHEN RUTTING EXCEEDS THE PERMISSIBLE LIMIT AS DETERMINED BY THE
DISPLAYS RUTTING OR INSTABILITY BEYOND THAT ALLOWABLE FOR PAVING. GEOGRID SHALL
THE CONTRACTOR TO PROPERLY PREPARE THE SUBGRADE AS PER SPECIFICATIONS, STILL
1. THIS DETAIL APPLIES TO PAVEMENT SUBGRADE THAT, DESPITE THE BEST EFFORTS OF
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:02:30 AM 5/1/2019
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SW0359
SW0351
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SW0340
SW0361
120_240V 1-10-1
TR01468
00062
CW
HW
C W
00131
00132
00121
00119
00130
00138
00137
00147
00148
00142
C W
C W
C W
H W 0
H
00150
HW
00151
00144
00145
00146
00139
00140
00122
00127
00128
00134
00133
HW
H W
H W 0
H W 0
H W
00078HW
H W
H W
00064
C W
C W 0
00075CW
76 CW
CW
C W
00066
CW
H W
00060
00059
HW
H W 0
H W
00129
00143
00141
00120
H W
C W
00061
00274
00275
CWR
00028
CWR
00020
CWR
00029
CWR
00026
CWR
00021
CWR
00014
HWS
00027
HWS
00013
00002
00001
00003
00004
00005
00015
00023
00024
00032
00033
00025
HWS
00030
HWS
0002212" (S) 12" (S)
8" (S)
8" (S)
4" (S
8" (S)
8" (S)
4" (S)
" (S
" (S
(S
(S
(S
8" (S
(S
" (S
8" (S
" (S
10" (S
1.5" (S)
.5 " (S
6" (S
1.
5" (S
(S
6" (S)
1.5" (S)
(S
(S
8" (S)8" (S) 8" (S)
" (S
(S
" (S
6" (S)
8" (S) 8" (S) 6" (S)
(S
(S
12" (S) 8" (S)
10" (S)
" (C
S
(C
00009
W
CW
H W
ICO
00025
00026
00364
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
G V G
V
BO
P
V
00008
PS
W
7 W
W
8" (PVC)
8" (PVC)
(P
V C
(P
V C
W
W
GT
00015 wwww ww ww w w w w
01479
01478
01477
01483G
01484
01485
01486
01487
01480
01451
01481
GR
01482
01488
01469
00065
00038
G
00037
00057
G
00170
00175
00193
00225
00226
G
WILDERNESS ROAD ROUTE 2
WILDERNESS ROAD - ROUTE 2
B U
T T
A D
R
O U
T E
W A
R F
IG
H T
E R R
D
1 2 3 4
5 6 7
9 10 11
14 15
16 17
EV-9
EV-11 EV-12EV-10
EV-13
EV-5
EV-6
EV-8
EV-2
EV-2
2P
2P
2P
CC
8C
8C
8C
8C
8C
8C 8C
C
C
C
C
P
P
C
P
C P
C P
C
P
C P
C
2P, 2C 2P, 2C 2P, 2C 2P, 2C
P
2P
C
C
C
2C2C 2C 2C
2S
P
C P
C P
C P
C
2P, 2C 2P, 2C 2P, 2C 2P, 2C 2P, 2C 2P, 2C 2P, 2C 2P, 2C
P
C P
C P
C
2C 2C
2C
2C
CC
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
BB
BB BB BB BB
BB
BB
BB BB BB
BBBBBB
CC
CC
CC
CC
CC
CC
CC
CC
CC CC
CC CC CC
CC
CC CC
CC
CCCC
CC CC CC CC CC
CC
CCCCCC
CC
CC CC
CC
CC
CC
CC
CC
CC
CC
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
BBBB
BB
BBBBBB
BB
BBBB
BB
BB
BB
AA
BB
2P2P
2C
2P 2P
2P
S
2S
2S
AA
MH-5
MH-6
HH-1
TX-1
TX-2
TX-3
TX-4
TX-5
TX-6
TX-7
TX-8
EV-1
2S
TX-10
P
C
2P
EV-7
EV-3
MH-7 HH-2
MH-8
HH-3
HH-4
HH-6
MH-12
1HL1-15
1HL1-17
1HL1-19
1HL1-21
1HL1-23
1HL1-251HL1-23
1HL1-211HL1-19
1HL1-17
MH-11 HH-7
HH-8 HH-9
1HL1-27
1HL1-15
2P
HH-5
2P
MH-1
MH-2
2P
MH-3
MH-4
MH-9
MH-10
2C
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:17:27 AM 5/1/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\ELECTRICAL SITE OVERVIEW
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
C
IE
S .d g n
F C
C
IE
S .d g n
N
300' 600'0
B U
T T S R
O A
D
WILDERNESS ROAD
WARFIGHTER ROAD
NOTES:
ES100
B U
T T S R
O A
D
S
O T
T
S
O T
T
E L E
C T
R
IC
A L S
IT
E O
V E
R V
IE
W E
L E
C T
R
IC
A L S
IT
E O
V E
R V
IE
W
ES100
S
O T
T
D
O T
T E
R B
Y
D .O
T T
E R
B Y
S
O T
T
F -4
-0
F -4
-0
/2
/2
/2
/2
D .O
T T
E R
B Y
D
O T
T E
R B
Y W
F -1
-R -0
W F -1
-R -0
TRENCH. PROVIDE A MINIMUM OF 1' SEPARATION BETWEEN DUCTBANKS.
16. ELECTRIC AND COMMUNICATIONS DUCT BANK MAY BE INSTALLED IN THE SAME
ALL NEW ELECTRIC VAULTS AND TRANSFORMERS.
15. A MINIMUM OF 8' OF CLEAR AND LEVEL WORKING SPACE SHALL BE PROVIDED AROUND
INSTALLED ON A CONCRETE BASE 3'-0" A.F.G.
14. SITE LIGHTING INSTALLED WITHIN 3' OF HARDSTAND OR POV PARKING SHALL BE
CHILLED WATER LINES SHALL USE HORIZONTAL DIRECTIONAL DRILLING.
13. ALL CONDUITS INSTALLED UNDER EXISTING PAVED AREAS AND EXISTING HOT AND
GRADE.
ONE ADDITIONAL VAULT LID MAY BE ADDED TO BRING EXISTING VAULTS TO 1" ABOVE FINAL
ELECTRICAL VAULTS SHALL BE INSTALLED WITH A MINIMUM OF 1" ABOVE FINISHED GRADE.
12. NEW AND EXISTING TELECOMMUNICATIONS MAINTENANCE HOLE, HAND HOLES, AND
THE CONSTRUCTION CONTRACTOR. COORDINATE SWITCHING WITH COR.
11. ALL SWITCHING SHALL BE PERFORMED BY THE BASE OPERATIONS CONTRACTOR, NOT
EQUIPMENT LOCATIONS.
ES100 PLANS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ACTUAL DEVICE AND
10. NEW AND EXISTING EQUIPMENT LOCATIONS AND DUCT/CABLE ROUTING INDICATED ON
THE SIZE INDICATED.
TERMINALS WILL ACCEPT. CONDUCTORS BETWEEN SPLICING JUNCTION BOXES SHALL BE
CONDUCTORS TO THE TERMINALS SHALL BE THE MAXIMUM PERMISSIBLE THAT THE
CONDUCTOR SIZE IS TOO LARGE FOR DEVICE/CIRCUIT BREAKER TERMINALS.
9. PROVIDE SPLICING JUNCTION BOXES WITHIN 10 FEET OF EACH RACEWAY END WHERE
8. KEYED NOTES ARE SHOWN ON AREA PLANS AND OMITTED FROM COMPOSITE.
EXISTING ROAD AND PARKING LOT CROSS SECTION.
SURFACES THAT ARE TO REMAIN IN PLACE AFTER CONSTRUCTION. REPAIR SHALL MATCH
7. CONTRACTOR SHALL REPAIR ANY CUTS MADE TO EXISTING ROAD AND PARKING LOT
32 31 00.00 CHAIN LINK FENCE.
6. PROVIDE FENCE GROUNDING SYSTEM IN ACCORDANCE WITH SPECIFICATION SECTION
NECESSARY ADJUSTMENTS.
5. IF EQUIPMENT VARIES FROM BASIS OF DESIGN, CONTRACTOR SHALL MAKE ALL
UNLESS OTHERWISE NOTED.
4. ALL LIGHTING POLES TO BE MOUNTED ON 3'-0" CONCRETE BASE ABOVE FINISHED GRADE
PANEL LOCATIONS.
INTERIOR LIGHTING PLANS. SEE EL SHEETS IN VOLUME 2 AND VOLUME 3 FOR LIGHTING
CIRCUITING INDICATED ON SITE PLAN HOME RUNS. COORDINATE CONDUIT ROUTING WITH
BE ROUTED TO BRANCH PANELBOARD VIA CONTACTOR. BRANCH PANELBOARD
MINIMUM DEPTH OF 24" TO TOP OF CONDUIT UNLESS OTHERWISE NOTED. CIRCUITS SHALL
3. EXTERIOR LIGHTING CIRCUITS ARE 2-#8 & #8G IN 2" PVC SCHEDULE 40 CONDUIT WITH A
2. SEE SHEET ES507 FOR POLE MOUNT CONCRETE BASE.
1. SEE SHEET ES506 FOR LIGHTING FIXTURE SCHEDULE AND DETAILS.
(APPLICABLE TO THIS SHEET AND ELECTRICAL SITE SHEETS ES100 THRU ES127)
/0
/2
A M G
E N
E R
A L R
E V
IS
IO
N
SOUTH TEMF
STORAGE BUILDINGS (TYP.)
SOUTH TEMF ORG
STORAGE BUILDINGS (TYP.)
NORTH TEMF ORG
NORTH TEMF
POV PARKING
NORTH TEMF
POV PARKING
SOUTH TEMF
CONCRETE HARDSTAND
NORTH TEMF
CONCRETE HARDSTAND
SOUTH TEMF
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
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C T N
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C H
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D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
E-SIGN
RECLOSER
V0630
V0193
V0186
V0435
V0438
V0432
V0423
V0424
V0425
V0426
V0431
V0430
V0429
V0437
V0436
V0187
V0632
V0571
V0188
V0700
V0748
V0770
V0420
V0419
V0418
V0427E
V0439
V0434
V0433
V0428E
V0422E
V0619
V0421
V0590
V0591
V0592
V0417
V0416E
V0741
V0650
V0641E
V0446
EE
V0706
V0586
E
E
V0001
E
V0002
E
V0003
V0004
JC0007
GEN
GEN
GEN
GEN
GEN
GEN
GEN
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
M
TB
SW0172
SW0207
SW0209
SW0175
SW0170
SW0168
SW0171
SW0208
SW0173
SW0174
SW0176
SW0167
SW0169
SW10005P
SW0282
SW0283
SW0275
SW0273
SW0272
SW0274
SW0279
SW0280
SW0281
SW0360
SW0359
SW0351
SW0342
SW0350
SW0284
SW0340
SW0361
120_240V 1-10-1
TR01468
00062
HW
C W
00131
00132
00121
00119
00130
00138
00137
00147
00148
00142
C W
C W
C W
H W 0
00150
00151
00144
00145
00146
00139
00140
00122
00127
00128
00134
00133
HW
H W
H W 0
H W 0
H W
00078HW
H W
H W
C W
C W 0
00075CW
76 CW
CW
C W
00066
CW
H W
00059
HW
H W 0
H W
00129
00143
00141
00120
H W
C W
00061
00274
00275
00028
CWR
00020
CWR
00029
CWR
00026
CWR
00021
CWR
00014
HWS
00027
HWS
00013
00002
00001
00003
00004
00005
00015
00023
00032
00033
00025
HWS
00030
HWS
0002212" (S) 12" (S)
8" (S)
8" (S)
4" (S
8" (S)
8" (S)
4" (S)
" (S
" (S
(S
(S
(S
8" (S
(S
" (S
8" (S
" (S
10" (S
1.5" (S)
.5 " (S
6" (S
1.
5" (S
(S
6" (S)
1.5" (S)
(S
(S
8" (S)8" (S) 8" (S)
" (S
(S
" (S
6" (S)
8" (S) 8" (S) 6" (S)
(S
(S
12" (S) 8" (S)
10" (S)
" (C
S
(C
00009
W
CW
H W
00025
00026
00364
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S
S
S
S
S
S
S
S
S
S
S
S
S
S
G V G
V
BO
P
V
00008
PS
W
7 W
W
8" (PVC)
8" (PVC)
(P
V C
(P
V C
W
W
GT
00015 wwww ww ww w w w w
01479
01478
01477
01483G
01484
01485
01486
01487
01480
01451
01481
GR
01482
01488
01469
00065
00038
G
00037
00057
G
00170
00175
00193
00225
00226
G
WILDERNESS ROAD ROUTE 2
WILDERNESS ROAD - ROUTE 2
B U
T
A D
R
O U
T E
W A
R F
IG
H T
E R R
D
1 2 3 4
5 6 7
9 10 11
14 15
16 17
EV-9
EV-12EV-11EV-10
EV-13
EV-5
EV-6
EV-8
EV-2
EV-2
2P
2P
CC
8C
8C
8C
8C
8C 8C
C
C
C
C
P
P
C
P
C P
C P
C
P
C P
C
2P, 2C 2P, 2C 2P, 2C 2P, 2C
P
2P
C
C
C
2C2C 2C 2C
2S
P
C P
C P
C P
C
2P, 2C 2P, 2C 2P, 2C 2P, 2C 2P, 2C 2P, 2C 2P, 2C 2P, 2C
P
C P
C P
C
2C 2C
2C
2C
CC
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
BB
BB BB BB BB
BB
BB
BB BB BB
BBBBBB
CC
CC
CC
CC
CC
CC
CC
CC
CC CC
CC CC CC
CC
CC CC
CC
CCCC
CC CC CC CC CC
CC
CCCCCC
CC
CC CC
CC
CC
CC
CC
CC
CC
CC
AA
AA
AA
AA
AA
AA
AA
AA
AA
AA
BBBB
BB
BBBBBB
BB
BBBB
BB
BB
BB
AA
BB
2P2P
2C
2P 2P
2P
2S
2S
2S
2S
2S
2C
2C
2C
2C
C
S
2S
2S
MH-5
MH-6
HH-1
TX-1
TX-2
TX-3
TX-4
TX-5
TX-6
TX-8
EV-1
2C2C
2C
2C 2C2C
2C
2C
2C
2C
2C
2C
2C
TX-9
2C
2C
TX-7
2C
S
P
TX-10
EV-7
2P
EV-3
MH-7 HH-2
MH-8
HH-3
HH-4
HH-6
MH-12
1HL1-15
1HL1-17
1HL1-19
1HL1-21
1HL1-23
1HL1-251HL1-23
1HL1-211HL1-19
1HL1-17
MH-11 HH-7
HH-8 HH-9
1HL1-27
1HL1-15
2P
HH-5
2P
MH-1
MH-2
2P
MH-3
MH-4
MH-9
MH-10
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg10:22:21 AM 5/1/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\ELECTRICAL SITE OVERVIEW OPTIO
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
A H
A
N E
F
IL
E N
A M
A H
A D
IS
T R
IC
T
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
O M
A H
A D
IS
T R
IC
T
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
N
300' 600'0
B U
T T S R
O A
D
WILDERNESS ROAD
WARFIGHTER ROAD
NOTES:
B U
T T S R
O A
D
S
O T
T
S
O T
T
E L E
C T
R
IC
A L S
IT
E O
V E
R V
IE
W E
L E
C T
R
IC
A L S
IT
E O
V E
R V
IE
W
S
O T
T
D
O T
T E
R B
Y
D .O
T T
E R
B Y
S
O T
T
F -4
-0
F -4
-0
/2
/2
/2
/2
.O
T T
E R
B Y
D
O T
T E
R B
Y W
F -1
-R -0
W F -1
-R -0
O P
T
IO
N O
P T
IO
N
F C
C
IE
S
A .d g n
F C
C
IE
S
A .d g n
ES100AES100A
TRENCH. PROVIDE A MINIMUM OF 1' SEPARATION BETWEEN DUCTBANKS.
16. ELECTRIC AND COMMUNICATIONS DUCT BANK MAY BE INSTALLED IN THE SAME
ALL NEW ELECTRIC VAULTS AND TRANSFORMERS.
15. A MINIMUM OF 8' OF CLEAR AND LEVEL WORKING SPACE SHALL BE PROVIDED AROUND
INSTALLED ON A CONCRETE BASE 3'-0" A.F.G.
14. SITE LIGHTING INSTALLED WITHIN 3' OF HARDSTAND OR POV PARKING SHALL BE
CHILLED WATER LINES SHALL USE HORIZONTAL DIRECTIONAL DRILLING.
13. ALL CONDUITS INSTALLED UNDER EXISTING PAVED AREAS AND EXISTING HOT AND
GRADE.
ONE ADDITIONAL VAULT LID MAY BE ADDED TO BRING EXISTING VAULTS TO 1" ABOVE FINAL
ELECTRICAL VAULTS SHALL BE INSTALLED WITH A MINIMUM OF 1" ABOVE FINISHED GRADE.
12. NEW AND EXISTING TELECOMMUNICATIONS MAINTENANCE HOLE, HAND HOLES, AND
THE CONSTRUCTION CONTRACTOR. COORDINATE SWITCHING WITH COR.
11. ALL SWITCHING SHALL BE PERFORMED BY THE BASE OPERATIONS CONTRACTOR, NOT
EQUIPMENT LOCATIONS.
ES100 PLANS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ACTUAL DEVICE AND
10. NEW AND EXISTING EQUIPMENT LOCATIONS AND DUCT/CABLE ROUTING INDICATED ON
THE SIZE INDICATED.
TERMINALS WILL ACCEPT. CONDUCTORS BETWEEN SPLICING JUNCTION BOXES SHALL BE
CONDUCTORS TO THE TERMINALS SHALL BE THE MAXIMUM PERMISSIBLE THAT THE
CONDUCTOR SIZE IS TOO LARGE FOR DEVICE/CIRCUIT BREAKER TERMINALS.
9. PROVIDE SPLICING JUNCTION BOXES WITHIN 10 FEET OF EACH RACEWAY END WHERE
8. KEYED NOTES ARE SHOWN ON AREA PLANS AND OMITTED FROM COMPOSITE.
EXISTING ROAD AND PARKING LOT CROSS SECTION.
SURFACES THAT ARE TO REMAIN IN PLACE AFTER CONSTRUCTION. REPAIR SHALL MATCH
7. CONTRACTOR SHALL REPAIR ANY CUTS MADE TO EXISTING ROAD AND PARKING LOT
32 31 00.00 CHAIN LINK FENCE.
6. PROVIDE FENCE GROUNDING SYSTEM IN ACCORDANCE WITH SPECIFICATION SECTION
NECESSARY ADJUSTMENTS.
5. IF EQUIPMENT VARIES FROM BASIS OF DESIGN, CONTRACTOR SHALL MAKE ALL
UNLESS OTHERWISE NOTED.
4. ALL LIGHTING POLES TO BE MOUNTED ON 3'-0" CONCRETE BASE ABOVE FINISHED GRADE
PANEL LOCATIONS.
INTERIOR LIGHTING PLANS. SEE EL SHEETS IN VOLUME 2 AND VOLUME 3 FOR LIGHTING
CIRCUITING INDICATED ON SITE PLAN HOME RUNS. COORDINATE CONDUIT ROUTING WITH
BE ROUTED TO BRANCH PANELBOARD VIA CONTACTOR. BRANCH PANELBOARD
MINIMUM DEPTH OF 24" TO TOP OF CONDUIT UNLESS OTHERWISE NOTED. CIRCUITS SHALL
3. EXTERIOR LIGHTING CIRCUITS ARE 2-#8 & #8G IN 2" PVC SCHEDULE 40 CONDUIT WITH A
2. SEE SHEET ES507 FOR POLE MOUNT CONCRETE BASE.
1. SEE SHEET ES506 FOR LIGHTING FIXTURE SCHEDULE AND DETAILS.
(APPLICABLE TO THIS SHEET AND ELECTRICAL SITE SHEETS ES100 THRU ES127)
A
M G
E N
E R
A L R
E V
IS
IO
N S
/0
/2
3" 3" 3"
3" 3" 3"
3" 3" 3"
3" 3" 3"
3" 3" 3"
3"
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
A N
S I
D A
N S I
D
O M
A H
A
N E
F
IL
E N
A M
O T
T
ES501
S
O T
T
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
S
O T
T
ES501
S
O T
T
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
IC
T T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S
F -4
-0
/2
/2
F -4
-0
F C
C
IE
S .d g n
F C
C
IE
S .d g n
NOT TO SCALE
CONCRETE ENCASEMENT
(4) 4" CONDUITS.
RACEWAYS USED. TYPICAL.
DUCT SPACER. SIZE FOR
RACEWAYS USED. TYPICAL.
DUCT SPACER. SIZE FOR
CONCRETE ENCASEMENT
(2) 4" CONDUITS.
NOT TO SCALE
4 12.4KV CONCRETE ENCASED DUCT BANK
ES501
ES501
SPARE
2P
4C
"TELECOMMUNICATIONS"
WARNING TAPE LABELED
SELECT SOIL BACKFILL
SELECT SOIL BACKFILL
CONCRETE ENCASED DUCT BANK
NOT TO SCALEES501
2C
TRACER WIRE
"TELECOMMUNICATIONS"
WARNING TAPE LABELED
SELECT SOIL BACKFILL
NOTES:
CONCRETE ENCASED DUCT BANK
(2) 4" CONDUITS.
CONCRETE ENCASEMENT
RACEWAYS USED. TYPICAL.
DUCT SPACER. SIZE FOR
SPARE
NOT TO SCALE
ES501
RACEWAYS USED. TYPICAL.
DUCT SPACER. SIZE FOR
FLOW FILL CONCRETE
M
IN
IM
U M
SELECT SOIL BACKFILL
B U
IL
D
IN
G
F O
O T
IN
G S
P
A S
S U
N D
A
S R
E Q
U
IR
FINISHED GRADE
FINISHED GRADEFINISHED GRADE
FINISHED GRADE
SPARE
NOT TO SCALE
ES501
TRACER WIRE ACCESS BOX
NOTE:
INNERDUCTS IN RACEWAY
(3) 1-1/4" HDPE OSP-RATED
INNERDUCTS IN RACEWAY
(3) 1-1/4" HDPE OSP-RATED
SHEET EP601
INDICATED ON ONE-LINE. SEE
CABLES SIZE AND NUMBER AS
SPARE
LABELED "ELECTRIC"
WARNING TAPE
SECONDARY SERVICE 480V OR 208V
DIRECT BURIED DUCT BANK
TELECOMMUNICATIONS (2)
TELECOMMUNICATIONS (4)
TRACER WIRE
LABELED "ELECTRIC"
WARNING TAPE
D U
C T B
A N
K D
E T
A
IL
S D
U C
T B
A N
K D
E T
A
IL
S
E L E
C T
R
IC
A L S
IT
E D
E T
A
IL
S E
L E
C T
R
IC
A L S
IT
E D
E T
A
IL
S
D
O T
T E
R B
Y D
O T
T E
R B
Y
D
O T
T E
R B
Y
NOT TO SCALEES501
8C
CONCRETE ENCASED DUCT BANK
TELECOMMUNICATIONS (8)
RACEWAYS USED. TYPICAL.
DUCT SPACER. SIZE FOR
SPARE
"TELECOMMUNICATIONS"
WARNING TAPE LABELED
COMMUNICATIONS CABLE.
600 PR 24 AWG TELE-
SELECT SOIL BACKFILL
FINISHED GRADE
INNERDUCTS IN RACEWAY
(3) 1-1/4" HDPE OSP-RATED
TRACER WIRE
(8) 4" CONDUITS.
FINISHED GRADE
REFER TO ES508 FOR CABLE COUNT.
FIBER OPTIC CABLE IN INNER DUCT.
COUNT.
REFER TO ES508 FOR CABLE
TELECOMMUNICATIONS CABLE.
REFER TO ES508 FOR CABLE COUNT.
FIBER OPTIC CABLE IN INNER DUCT.
FOR CABLE COUNT.
CABLE. REFER TO ES508
TELECOMMUNICATIONS
REFER TO ES508 FOR COUNT
FIBER OPTIC CABLE IN INNERDUCT,
W F -1
-R -0
W F -1
-R -0
CODED ORANGE.
2. TOP OF TRACER BOX SHALL BE COLOR
HANDHOLE.
STATION AT EVERY COMM MANHOLE AND
1. CONTRACTOR SHALL PROVIDE A TEST
COPPER AND FIBER COUNTS.
8. SEE EP601 FOR POWER CONDUCTOR SIZES AND ES508 FOR COMMUNICATIONS
END WITH DUCT PLUG.
PULLING TAPE WITH A MINIMUM BREAKING STRENGTH OF 1,200 LBS SECURED AT EACH
7. ALL NEW DUCTS AND INNERDUCTS SHALL HAVE PRE-LUBRICATED MEASURING
AS-BUILT CONSTRUCTION RECORDS.
CONTINUITY SHALL BE SUBMITTED TO THE PERMITTING AUTHORITY AS PART OF THE
VERIFY CONTINUITY OF TRACER WIRE SYSTEM AND A REPORT INDICATING
MAINTENANCE HOLE. AFTER INSTALLATION, TRACER WIRES SHALL BE TESTED TO
WIRE ON A TEST LUG AT THE TEST WELL LOCATED DIRECTLY ADJACENT TO
6. TRACER WIRE SHALL BE 12 AWG INSULATED SOLID COPPER. TERMINATE TRACER
5. ALL REINFORCEMENT SHALL HAVE A CLEAR COVER OF AT LEAST 2 INCHES.
BE CONCRETE ONLY.
UNDER ALL ROAD AND RAILROAD CROSSINGS. DUCTBANK IN ALL OTHER AREAS SHALL
4. CONTRACTOR SHALL INSTALL REINFORCED CONCRETE DUCTBANK AS SHOWN
WITHIN 30 FEET OF MANHOLE OR VAULT.
BOTTOM OF TRENCH SHALL BE GRADED TO PROVIDE GRADUAL DEPTH CHANGE
3. TO ENSURE DUCT IS AT PROPER DEPTH FOR ENTRY INTO VAULTS OR MANHOLES,
BLOCKS PLACED NOT MORE THAN 4 FEET APART ON CENTER.
2. DUCT SPACING SHALL BE MAINTAINED BY USE OF SEPARATORS OR SPACING
CABLES IN UNDERGROUND DUCT BANK.
1. SEE ELECTRICAL SITE DRAWINGS FOR LOCATION OF POWER AND COMMUNICATION
CONCRETE ENCASEMENT
A
M G
E N
E R
A L R
E V
IS
IO
N S
SCHEDULE EP601, E-601, AND E-602
PARALLEL SETS. SEE FEEDER
SECONDARY SERVICE CABLE
E-602 FOR QUANTITY AND SIZE
SEE FEEDER SCHEDULE EP601, E-601, AND
PVC CONDUITS SCHEDULE 40 OR TYPE EB
/0
/2
P D
1" MIN.
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
A N
S I
D A
N S I
D
O M
A H
A
N E
F
IL
E N
A M
O T
T
ES507
S
O T
T
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
S
O T
T
ES507
S
O T
T
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
IC
T T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S
F O
R T C
A R
S O
N
C O
L O
R A
D O
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S
F -4
-0
/2
/2
F -4
-0
L E
C T
R
IC
A L S
IT
E D
E T
A
IL
S E
L E
C T
R
IC
A L S
IT
E D
E T
A
IL
S
F C
C
IE
S .d g n
F C
C
IE
S .d g n
S T
R E
E T L
IG
H T
IN
G D
E T
A
IL
S S
T R
E E
T L
IG
H T
IN
G D
E T
A
IL
S
POLE
TYPE
XL-19
E
"U"
WIRING HANDHOLE MIN. 2-1/2" X 5" (CLEAR
OPENING) WITH COVER AND STAINLESS STEEL SCREWS.
INTERNAL GROUNDING LUG.
TERMINATE CONDUITS INTERNALLY, ADJACENT
TO HANDHOLE.
FULL BASE COVER - TWO-PIECE GALVANIZED STEEL.
AND COLOR AS INDICATED.
2-3/8" TENON WITH PROVISION FOR
WIRING. COORDINATE WITH LUMINAIRE.
DIM
"U"
35'
NOTES:
COORDINATE POLE AND
LUMINAIRE EPA WITH
SPECIFICATIONS.
1.
TAPERED ALUMINUM POLE
CROSS-SECTIONAL
ALUMINUM POLE - ANCHOR-BASE, TENON MOUNT
RGS-PVC ADAPTER (TYP)
CONCRETE BASE GRADE
6-#6 REBAR
#3 TIE AT 12"
ES507 ES507
3" CLEAR #3 TIE
6-#6 BARS
PØ
3#3 @ 2.5"
STANDARD HOOK° 180 1
AS REQUIRED
NOTES:
PVC CONDUIT (TYPICAL)
NO SCALE
LIGHT POLE BASE DETAIL
OR ROUND FINISH
45 DEGREE CHAMFER
3" CLEAR
(TYPICAL)
RIGID GALV. STEEL CONDUIT
BOLTS SHALL BE 30" MINIMUM LENGTH.
REQUIREMENTS EXCEPT ANCHOR
WASHERS. SIZE PER MANUFACTURER'S
GALVANIZED ANCHOR BOLTS, NUTS AND
FOR HEADED ANCHOR ASSEMBLAGE.
COORDINATE WITH MANUFACTURER
2" CLEAR
BOLT COVER
CONTINUOUS WITH VERTICAL REBAR.
2. PLACE HORIZONTAL REBAR TO BE ELECTRICALLY
TO ACCOMMODATE POLE BASEPLATE SUPPLIED.
1. CONCRETE BASE TO BE INCREASED IN SIZE AS NECESSARY
NO SCALE
POST AND BOLLARD BASE SECTION DETAIL
A = 9.5"
3. LAP SPLICE ARC LENGTH
PØ = 24"
2. BASE DIAMETER
PD = 84"
1. BASE DEPTH
POLE
A = 9.5"
3. LAP SPLICE ARC LENGTH
BØ = 24"
2. BASE DIAMETER
BD = 38"
1. BASE DEPTH
BOLLARD
VARIABLE DIMENSIONS
LAP SPLICE ARC LENGTH "A"
ENCLOSING THE LONGITUDINAL BARS.
SHALL BE STAGGERED AROUND THE PERIMETER
1. OVERLAPS AT ENDS OF ADJACENT CIRCULAR TIES
KEYED NOTES
D
O T
T E
R B
Y
D
O T
T E
R B
Y
D
O T
T E
B R
Y
NO SCALE
STREET LIGHTING WIRING DETAIL
BLACK
RED
MATCH CIRCUIT COLORS
#4 AWG COPPER THHWLOOP WHITE
TO LIGHT FIXTURE
GREEN
POLE GROUND CONNECTOR
SOLID GROUND
#6 AWG BARE
CONNECTOR
HELIX BASE GROUND
NOTES:
UNITAP OR SIMILAR
TAP CONNECTOR, BURNDY
CLEAR INSULATED MULTIPLE
STREET LIGHTS
DESIGNED FOR USE WITH
SCREW FUSE HOLDER
INLINE FUSE 10 A WITH SET
O N D
R A
W
IN
G S
A S I
N D
IC
A T
E D
METAL PARTS.
BONDED TO UFER GROUND AND ALL
GROUND CONDUCTOR SHALL BE
UFER GROUND. EQUIPMENT
REBAR. POLE BASE TO SERVE AS
PROVIDE EXOTHERMIC WELD TO
LOCTITE OR SIMILAR, ON THE SET SCREW FUSE HOLER.
2. CONTRACTOR SHALL UTILIZE AN EPOXY ADHESIVE, SUCH AS
ARE NOT PERMITTED.
RED, WHITE, GREEN. RE-IDENTIFIED CONDUCTORS USING TAPE
LIGHTING CIRCUITS. CONDUCTOR COLORS SHALL BE BLACK,
1. ONLY COLORED CONDUCTOR JACKETS SHALL BE USED FOR
F -1
-R -0
W F -1
-R -0
PVC CONDUIT (TYPICAL)
RIGID GALV. STEEL OR
A
M G
E N
E R
A L R
E V
IS
IO
N S
/0
/2
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:35:16 PM 5/2/2019
...\FC\FCCI\40000 Design Products\CAD_BIM\_Sheets\INDEX 2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A H
A
N E
F
IL
E N
A M
E
O M
A H
A
N E
F
IL
E N
A M
SHEET SEQUENCE NUMBER
w/ Level 2 Designator
DISCIPLINE DESIGNATOR
M - 2 0 1
2. DISCIPLINE DESIGNATORS:1. SHEET IDENTIFICATION NUMBERS:
R
T
E
M
D
P
F
Q
I
A
S
L
C
B
V
H
G
RESOURCE
TELECOMMUNICATIONS
ELECTRICAL
MECHANICAL
PROCESS
PLUMBING
FIRE PROTECTION
EQUIPMENT
INTERIORS
ARCHITECTURAL
STRUCTURAL
LANDSCAPE
CIVIL
GEOTECHNICAL
SURVEY / MAPPING
HAZARDOUS MATERIALS
GENERAL
Designator)
RELEASE 3.0 for Level 2
(see A/E/C CADD STANDARD
INDEX LEGEND:
SHEET TYPE DESIGNATOR
3. SHEET TYPE DESIGNATORS:
3D REPRESENTATIONS
USER DEFINED
USER DEFINED
SCHEDULES & DIAGRAMS
DETAILS
LARGE-SCALE VIEWS
SECTIONS
ELEVATIONS
PLANS
GENERAL
INDEX
O M
A H
A D
IS
T R
IC
T O
M A
H A D
IS
T R
IC
T
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
C
A P
IT
O L A
V E
F
IL
E N
U M
B E
R
F O
R T C
A R
S O
N
C O
L O
R A
D O
F O
R T C
A R
S O
N
C O
L O
R A
D O
L .B .C
G-002
L .B .C
L .B .C
L .B .C
L .B .C
G-002
L .B .C
L .B .C
L .B .C
A N
S I
D A
N S I
D
T A
C T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S T
A C
T
IC
A L E
Q U
IP
M E
N T M
A
IN
T E
N A
N C
E F
A C
IL
IT
IE
S /2
/2
F -4
-0
/2
/2
F -4
-0
F C
C
IG
-0
B .d g n
F C
C
IG
-0
B .d g n
IN
D
E X V
O L
U M
E
IN
D
E X V
O L
U M
E
W F -1
-R -0
W F -1
-R -0
A
M
N E
R A
L R
E V
IS
IO
N S
-0
-2
239'-0" 99'-5" 132'-7"
338'-5"
53'-10"
'-0
239'-0" 99'-5" 132'-7"
338'-5"
53'-10"
'-0
36/7 PATTERN
36/4 PATTERN
MEZZANINE PLAN ROOF FRAMING PLAN
HIGH ROOF HIGH ROOF LOW ROOFMEZZANINE
3 1 1 2
FASTEN DECK PER PATTERNS SPECIFIED AND NOT LESS THAN 12" O.C.
AT DECK PERIMETER IF NOT OTHERWISE SPECIFIED.
FASTEN DECK TO RTU SUPPORT FRAMES AT 12" O.C. MAX.
DECK SHALL BE BY VULCRAFT OR EQUAL.
FRAMING PLAN SEE SHEET S300 SERIES
3.
DECK NOTES:
1.
2.
1.5B 20ga. DECK w/ 5/8" PUDDLE WELDS AT SUPPORT; 36/7 PATTERN
AND (9) WELDS EQ. SP. AT SIDELAPS. ( ALLOWABLE DIAPH 916 PLF)
AND (8) #10 TEK SCREWS EQ. SP. AT SIDELAPS. (ALLOWABLE DIAPH 499 PLF)
1.5B 22ga. DECK w/ #12 TEK SCREWS AT SUPPORT; 36/7 PATTERN
(ALLOWABLE DIAPH 1959 PLF)
AT SUPPORT; 36/4 PATTERN AND (7) WELD SIDELAP FASTENERS PER SPAN.
4" TOTAL SLAB w/ 1.5B 22ga. GALV DECK w/ 5/8" PUDDLE WELD
BASE SHEAR
239'-0" 99'-5"
132'-7"
338'-5"
'-0
239'-0" 99'-5"
132'-7"
EQx=110.00 kips
WX=22.55
X
Y
EQx=111.15 kips WX=17.33 kips
EQ
Y=
.2 ki ps W y=
6.
k ip s
EQx=23.29 kips WX=8.41 kips
EQx=60.67 kips Wx=16.68 kips
EQx=58.64 kips Wx=16.39 kips
EQx=58.64 kips Wx=16.39 kips
EQx=60.94 kips Wx=16.68 kips
EQ
y=
.5 ki ps W y=
.2 ki ps
EQ
y=
.2 ki ps W x=
.8 ki ps
EQ
y=
.5 ki ps W x=
.4 ki ps
EQ
y=
.8 ki ps W x=
.7 ki ps
EQx=45.29 kips WX=15.41 kips
EQ
y=
.5 ki ps W y=
.2 ki ps
HIDDEN LINE = PRECAST
WALLS STOP BELOW MEZZ.
(TYP.)
EQx=23.29 kips WX=8.41 kips
CONC WALLS
SEE FRAMING PLANS FOR BEAM AND JOIST REACTIONS ON PRECAST PANELS.
LOADS POSTED ARE ENVELOPE OF UNFACTORED LOADS
NOTES:
1.
2.
"EQ" = "SEISMIC"; "Wx OR Wy" = WIND3.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
S-002
G
EN
ER
AL
S T R
U C
T U R
AL
N
O
TE
S
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
TA
C T I
C
AL
E Q
U
IP
M
EN
T M
AI
N
TE
N
AN
C
E
FA
C
IL
IT
IE
S N
O R
T H B
U
IL
D
IN
G O
M A H
A D
IS
T R
IC
T
C
AP
IT
O
L
AV
E O
M A H
A, N
E 6 8
K.
C
H
AN
K.
C
H
AN
W .B
O
EC
K
W . B
O
EC
K
/2
5/
W
F-
-R
-0
F2
-4 0-
S S -
2-
NOT TO SCALES-002
2 DECK ATTACHMENT PLAN
NOT TO SCALES-002
1 PRECAST BASE SHEAR LOADS
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
AL
R
EV
IS
IO
N
/0
3/
NOT U
SED
NOT U
SED
2 TIMES STEP
SPLICE BARS TO
BE SAME SIZE AS
FOOTING REINF.
ST
EP
LAP 24" MIN.
1/ 4"
M
IN
1/
2" M
AX
1" C
O N
ST
JO
IN
T
1/4"
JOINT SEALER SEE
SPEC. 07 92 00 INSTALL
IN ACCORDANCE w/ FRG
INSTRUCTIONS
3/8" BACKER ROD
NOTES:
1. REFER TO PLAN FOR SLAB THICKNESS AND REINFORCING.
2. CONTROL JOINTS TO BE SPACED AT 16'-0" MAX. EACH WAY. UNLESS NOTED
OTHERWISE. RATIO OF DISTANCE BETWEEN CONTROL JOINTS IN EACH
DIRECTION FOR A SLAB PANEL SHALL NOT EXCEED 1.5. CONSTRUCTION JOINTS
PER THIS DETAIL SHALL BE CONSIDERED AS CONTROL JOINTS FOR CONTROL
JOINT SPACING REQUIREMENTS.
SAW CUT 1/8" WIDE X 1" DEEP
CONTROL JOINT TO BE
FILLED w/ SEALANT
ACTUAL SLAB REINF
SEE PLAN
2" C
LR
2"
C
LR
CUT EVERY OTHER REINF
BAR CROSSING CONTROL
JOINT PRIOR TO CONCRETE
POUR
CONTROL JOINT
CONSTRUCTION JOINT
3/4" x 18" LONG SMOOTH
DOWEL AT 16" O.C.
(CENTER) IN SLAB OVER
JOINT GREASE ON ONE
END; EQUIVALENT
DIAMOND DOWELS MAY
ALTERNATELY BE USED
INTERRUPT REINF. TERMINATE
REBAR 3" FROM JOINT
3/ 4"
1/
2" C
O N
ST
JO
IN
T
3/8"
SAWCUT WITHIN 12 HRS OF
FINISHING w/ JOINT SEALER
SEE SPEC. 07 92 00 INSTALL
IN ACCORDANCE w/ MFRG
INSTRUCTIONS
1/8" WIDE SAWCUT OR
HARDBOARD INSERT
NOTES:
1. REFER TO PLAN FOR SLAB THICKNESS AND REINFORCING.
2. CONTROL JOINTS TO BE SPACED AT 16'-0" MAX. EACH WAY. UNLESS NOTED
OTHERWISE. RATIO OF DISTANCE BETWEEN CONTROL JOINTS IN EACH
DIRECTION FOR A SLAB PANEL SHALL NOT EXCEED 1.5. CONSTRUCTION JOINTS
PER THIS DETAIL SHALL BE CONSIDERED AS CONTROL JOINTS FOR CONTROL
JOINT SPACING REQUIREMENTS.
3/4" x 18" LONG SMOOTH
DOWEL AT 16" O.C.
(CENTER) IN SLAB OVER
JOINT GREASE ON ONE
END; EQUIVALENT
DIAMOND DOWELS MAY
ALTERNATELY BE USED
EQ
ACTUAL SLAB
REINF SEE PLAN
INTERRUPT REINF. TERMINATE
REBAR 3" FROM JOINT
EQ
3' -0
3' -0
EXISTING SOILS
EXCAVATED & REPLACED
WITH STRUCTURAL FILL
AS DEFINED IN SPEC
SECTION 31 00 00
MAXIMUM 1 ON 1 BACK
SLOPE, BUT NOT STEEPER
THAN REQUIRED BY THE
SAFETY REQUIREMENTS
FOOTING
NOTES:
1. ALL FOOTINGS SHALL BEAR ON A MINIMUM OF 3 FEET OF SELECT
GRANULAR FILL. REFER TO CIVIL SPECIFICATIONS FOR DEFINITION OF
SECLECT GRANULAR FILL.
2. SLAB ON GRADE FOUNDATIONS MUST BE FOUNDED ON NON-EXPANSIVE
ENGINEERED FILL SEE 6/S-501 SLAB ON GRADE FOR DETAIL.
3. SELECT GRANULAR FILL SHALL EXTEND A MINIMUM DISTANCE OF 1 FOOT
BEYOND THE FOOTING EDGE FOR EACH VERTICAL FOOT OF OVER
EXCAVATION
4. ALL COMPACTED FILL INSTALLATION SHALL BE INSPECTED AND
APPROVED BY A REGISTERED GEOTECHNICAL ENGINEER. A
REGISTERED GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE
BEARING MATERIALS PRIOR TO CONCRETE PLACEMENT.
M
IN
X
4" 6"
8"
1' -6
2'
-0
1'-6"
PROVIDED PAD 10 INCHES LARGER
TAHN TRANSFORMER EQ ALL AROUND
COMPACTED
NON-EXPANSIVE
SUITABLE FILL
2 CONT BARS
(MATCH PAD
REINF.) w/
FINISH GRADE
PER SITE PLAN
#4 DWL's @ 12" O.C.
#4 DWL's @ 12" O.C. EACH WAY
3"
2'-3"2'-3"
1'-6"
F.F.
VARIES
#5 @ 12" O.C.
EACH WAYELEV.VARIES
TRENCH (SEE PLAN)
SLOPE
(SEE PLAN)
SLOPE
(SEE PLAN)
C.J.C.J. (U.N.O.) (U.N.O.)
PRE-MANUFACTURED
TRENCH DRAIN SEE
PLUMBING SHEET P-601
INSTALLATIION
PER DRAIN
MANUFACTURE
CONCRETE
SLAB ON GRADE.
REFERENCE
FOUNDATION PLAN
INSTALL RADIANT HEAT
PIPING AT BOTTOM OF SLAB
REFER TO M-110 THRU M-112
& REFERENCE 4/M-504; MECH
SPECS FOR SPECIFIC
LOCATIONS, EXTENTS AND
OTHER REQUIREMENTS
2" THICK UNDERSLAB
INSULATION FOR AREAS
WITH RADIANT HEATING.
REFER TO SPEC 07 21 13
FOR REQUIREMENTS FOR
UNDERSLAB INSULATION
15 MIL VAPOR BARRIER
INSTALLED UNDER
INSULATION
REBAR REINF - REFERENCE
FOUNDATION PLAN
ALL CONCRETE SLABS ON
GRADE LESS THAN 8" THICK
REFERENCE FOUNDATION
PLAN
15 MIL VAPOR BARRIER
6" CAPILLARY WATER
BARRIER. RE: SPEC
31 00 00
18" THICK LAYER OF
ENGINEERED FILL
CONSISTING OF SELECT
GRANULAR MATERIAL.
RE: SPEC 31 00 00
NOTE:
G.C. SHALL KEEP THE THE
CAPILLARY DRY PRIOR THE
CONCRETE SLABS IN PLACE
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
PS
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-4 0-
S S -
1-
NOT TO SCALES-501
1 COLUMN ANCHOR BOLT DETAIL
NOT TO SCALES-501
2 TYPICAL BASE PLATE FOR HSS
NOT TO SCALES-501
3 CONT. FTG. STEP DETAIL
NOT TO SCALES-501
CONTROL JOINT DETAIL TYPICAL
NON VEHICLES AREAS
NOT TO SCALES-501
CONTROL JOINT DETAIL AT
VEHICLES SHOP BAYS
NOT TO SCALES-501
7 SOIL OVER EXCAVATION NOT TO SCALES-501
TYPICAL EXTERIOR MECH
CONCRETE PAD
3/4" = 1'-0"S-501
9 TYPICAL TRENCH SECTION
NOT TO SCALES-501
6 TYPICAL SLAB ON GRADE
M
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K D
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C
R
IP
TI
O
N D
AT
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AM
G
EN
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AL
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4/
/2
AM
G
EN
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AL
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EV
IS
IO
N 4/
/2
AM
G
E N
ER
AL
R
EV
IS
IO
N
/0
3/
239'-0" 99'-5"
132'-7"
338'-5"
53'-10"
'-0
WIDTH "a"WIDTH "a"WIDTH "a"
CORNER ZONE
EDGE ZONE
ED
G
E
ZO
N E
CORNER ZONEEDGE ZONE
REMAINDER 52.2 -
WIDTH (a) 50 - 100 REMARKS
PRESSURE (PSF)
WIND UPLIFT SCHEDULE FOR ROOF
EFFECTIVE WIND AREA (SQUARE FEET)
AREA
53.3
20 - 50
54.0
0 - 20
9'-8" 29.6 --74.981.8
9'-8" 40.0 --99.2116.6
50.4
> 100
57.4
57.4
ED
G
E
ZO
N E
CORNER ZONE
ROOF UP LIFT DIAGRAM (COMPONENTS & CLADDING)
58' +/-
ED
G
E
ZO
N E
CORNER ZONE EDGE ZONE
50.5 -
50 - 100 REMARKS
PRESSURE (PSF)
COMPONENTS AND CLADDING VERTICAL SURFACE
EFFECTIVE WIND AREA (SQUARE FEET)
ZONE
51.7
20 - 50
53.6
0 - 20
52.1 --59.963.0 --
49.0
> 100
44.2
(INTERIOR)
(CORNER WIDTH "a" = 9'-8")
MARK
SIZE (W x T) LONGITUDINAL REINFORCING
TOP / FTG.
ELEVATION
REMARKS
FOOTING SIZE & REINF.
WALL FOUNDATION SCHEDULE (WF-XX)
WF500 5'-0" x 1'-4" (6) #5 EW BOTTOM ONLY SEE PLAN
WF600 6'-0" x 1'-4" SEE PLAN
WF950 SEE PLAN9'-6" x 1'-4" SEE PLAN
SEE PLAN(12) #6 EW TOP/BOTTOM8'-0" x 1'-4"WF800
PF800 8'-0" x 8'-0" x 1'-6" (10) #5 EW BOTTOM ONLY SEE PLAN
MARK
SIZE (L x W x T) REINFORCING
TOP / FTG.
ELEVATION
REMARKS
FOOTING SIZE & REINF.
FOUNDATION SCHEDULE (PF--PAD FOOTING)
ANCHOR BOLTS
EMBED. LENGTH
& PROJECTION
QUANTITY
AND SIZE
SEE PLAN12'-0" x 12'-0" x 1'-6"PF1200 N/AN/A(8) #5 EW BOTTOM ONLY
WF350 3'-6" x 1'-4" (4) #5 EW BOTTOM ONLY SEE PLAN
WF450 4'-6" x 1'-4" (5) #5 EW BOTTOM ONLY SEE PLAN
(14) #6 EW TOP/BOTTOM
TIES
#4 TIES @ 12" O.C.
#4 TIES @ 12" O.C.
#4 TIES @ 12" O.C.
#4 TIES @ 12" O.C.
#4 TIES @ 12" O.C.
#4 TIES @ 12" O.C.
MAT1600 16'-0" x 16'-0" x 1'-4" SEE PLAN#6 @ 12" O.C. EW (BOT.)
(14) #6 EW (TOP & BOTT.)
PF960 9'-6" x 9'-6" x 1'-6" (12) #5 EW BOTTOM ONLY SEE PLAN
(4) 1" 12" / 6"
N/AN/A
N/AN/A
PF900 9'-0" x 9'-0" x 1'-6" (12) #5 EW BOTTOM ONLY SEE PLAN N/AN/A
PRECAST PILASTER
ELEV PIT
PRECAST PILASTER
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
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IN
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R
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D R
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F-
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-4 0-
S S -
3-
NOT TO SCALES-503
1 ROOF UP LIFT DIAGRAM (C&C)
M
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C
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TI
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AM
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/0
3/
(PA
RA
PE
T)
Pa (AXIAL)
GRID GRID
(PA
RA
PE
T)
GRID GRID
Wd
Pa (AXIAL)
W1
(PA
RA
PE
T)
Wd W1
L1
SEE PLAN
P1
Ld1 Ld2
P2
JOIST SIZE (SEE PLAN)
L1
SEE PLAN
REMARK
CONCENTRATED
AXIAL
Pa kips
LOAD
P1 lbs
P2 lbs
P1
Ld1
Ld2
P2
Ld2
LOCATION
Ld1 ft ft location see plan)
DESCRIPTION
L2 =
( zone of RTU RTU
N/A SNOW DRIFT25024KSP1 350 9'-6"
JOIST LOADING TABLE
W1 (plf)
UNIFORM
LOAD
total
MARK
DRIFT
LOAD
Wd plf
L1 ftlive
300 230
24KSP-R1 320 220 N/A N/A
300 9'-6"
SEE PLANSEE PLAN
2.8 ---- ---- --------
REMARK
CONCENTRATED
AXIAL
Pa kips
LOAD
P1 lbs
P2 lbs
Ld2
LOCATION
Ld1 ft ft
SNOW + CRANE
DESCRIPTION
---- ---- ---- -------- N/A275
72DLHSP1
382 9'-6"
DOUBLE PITCHED UNDERSLUNG DLH JOIST LOADING TABLE
W1 (plf)
UNIFORM
LOAD
total
MARK
DRIFT
LOAD
Wd plf
L1 ftlive
165 SNOW DRIFT
72DLHSP2
382 9'-6"165
---- SNOW + RTU275
72DLHSP-R1
382 9'-6"165
24KSP2 N/A SNOW DRIFT
AXIAL LOAD FROM
CRANE LATERAL
L2= (ZONE OF RTU
LOCATION SEE PLAN)
RTU LOAD
SEE PLAN
RTU LOAD
SEE PLAN
RTU LOCATION
SEE PLAN
RTU LOCATION
SEE PLAN
RTU LOAD
SEE PLAN
RTU LOCATION
SEE PLAN
RTU LOAD
SEE PLAN
RTU LOCATION
SEE PLAN
12'-0" +/-location see plan)---- L2 =
( zone of RTU RTU24KSP-R2
RTU LOAD
SEE PLAN
RTU LOCATION
SEE PLAN
RTU LOAD
SEE PLAN
RTU LOCATION
SEE PLAN250 150 N/A N/A
---- SNOW + FOLDING PART.275
72DLHSP-R2
382 9'-6"165
FOLDING
PARTITION
SEE 3/S-532
FOLDING
PARTITION
SEE 3/S-532
FOLDING
PARTITION
SEE 3/S-532
FOLDING
PARTITION
SEE 3/S-532
FOLDING
PARTITION
SEE 3/S-532
@ BOTH ENDS @ BOTH ENDS
@ BOTH ENDS
@ BOTH ENDS
@ BOTH ENDS
@ BOTH ENDS
@ BOTH ENDS
@ BOTH ENDS
SE
AT
H T
(S
EE
P
LA
N
AC
TU
AL
D
EP
TH
PE
R
J O
IS
T
M
FR
(PARAPET SIDE &
EXTERIOR WALL
ON PLAN)
W
(INTERIOR SIDE &
NON-PARAPET END)
(PARAPET SIDE &
EXTERIOR WALL
ON PLAN)
(PARAPET SIDE &
EXTERIOR WALL
ON PLAN)
W
WEB OPENING
FOR 32"HX36"W
DUCT (2 LOCATIONS)
JBE
(SEE PLAN)
SLOPE
(SEE PLAN)
SLOPE
(SEE PLAN)
BOTT CHORD ELEV
(SEE 1/S-533)
14'-3"
239'-0" 99'-5" 132'-7"
338'-5"
53'-10"
'-0
14'-3" 14'-3" 9'-6" 22'-0"
9' -6
9' -6
9' -6
9' -6
9' -6
9' -6
9' -6
9'-6"
PA
R
AP
ET
ROOF STEP
PA
R
AP
ET
PARAPET
LOW ROOFHIGH ROOF
IN
TE
R
IO
R P
AR
AP
ET
R O
O F
ST
EP
PARAPET PARAPET
PARAPET PARAPET PARAPET
PARAPET
HIGH ROOF
MINIMUM FLAT ROOF SNOW LOAD = 30 (PSF) MINIMUM FLAT ROOF SNOW LOAD = 30 (PSF) MINIMUM FLAT ROOF SNOW LOAD = 30 (PSF)
SN
O
W D
R
IF
T
.1
PS
F)
SN
O
W D
R
IF
T
.1
PS
F)
SN
O
W D
R
IF
T
.4
PS
F)
SN
O
W D
R
IF
T
1.
(P
SF
SNOW DRIFT = 69.4 (PSF)
SNOW DRIFT = 69.4 (PSF)
SNOW DRIFT = 69.4 (PSF)SNOW DRIFT = 69.4 (PSF)
SNOW DRIFT = 69.4 (PSF) SNOW DRIFT = 69.4 (PSF)
SNOW DRIFT = 69.4 (PSF)
SN
O
W D
R
IF
T
.4
PS
F)
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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PS
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D R
A W N
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4-
NOT TO SCALES-504
1 SPECIAL JOIST LOADING TABLE
NOT TO SCALES-504
2 SNOW DRIFT PLAN
M
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TI
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3/
4' -4
4"
3"
6"
10"
1' -4
8"
10"
2"
11/2"
8'-2"
1'-8" 3'-6" 1'-8"
1' -0
#5 DWL @ 12"
O.C.
F.F.
VARIES
#5 DWL's @ 12"
O.C. EACH FACE
VARIES
#30 FELT
(TYP.)
ELEV.
ELEV.
#5 VERT @ 12"
O.C. EACH FACE
#5 HORIZ @ 12"
O.C. EACH FACE
2' -6
10"
#5 @ 12" O.C.
EACH WAY; TOP
& BOTTOM
KEY CONT. w/
WATERSTOP PLACED ON
THE INSIDE FACE OF THE
OUTERMOST DOWELS
ON ALL (4) SIDES- REFER
TO SPEC 03 13.00.10
GRATING SEE SPEC
SECTION 05 50 13
11/2" MIN.
REMOVABLE
GRATING SEE SPEC
SECTION 05 50 13 T.O. CONC.
100'-0"
2'-0"
2'-6"
#5 DWL's @ 12"
O.C. EACH FACE
2' -6
1'-4"
#5 CONT. (AS
SHOWN)
#5 DWL's @ 12"
O.C. EACH FACE
12"
1'-3"
6"
TYP.
C
EN
TE
R
LI
N
E
L5x3 1/2x 5__
16 (LLH)
CONT w/ (2) 1/2" DIA x4"
HD STUDS @ 2'-0" O.C.
L4x4x5/16 CONT
L2x2x5/16
CONT (SHOP
WELD TO L4x4)
3/16 3-12
L3x3x5/15 CONT (GALV.) w/ 1/2" DIA x4"
HILTI KWIK BOLTS EXP
ANCHORS @ 1'-0" O.C.
SLOPE
(SEE PLAN)
SLOPE
(SEE PLAN)
#5 x3'-0" DWL's @ 12" O.C.
LIGHT FIXTURES
PER MEP
WATERPROOF
MEMBRANCE AT ALL
EXTERIOR SURFACES
OF PIT w/ BENTONITE
PANELS.
F.F.
2' -0
TY
P.
U N
O
8"
10"
1' -4
3"
1'-4"
SEE SCHEDULE (CONT.)
EQ. EQ.
TOF (SEE PLAN)
1-BAR CONT.
(MATCH SLAB
REINF.)
FINISH GRADE
SEE SITE PLAN
G.C.SHALL COORD w/ PRECAST
MFR. FOR ALL CONNECTION
DETAIL SUCH AS EMBEDMENT
PLATES, SIZES, & LOCATIONS
FTG./WALL
CENTER OF
1/2" RIGID INSULATION w/
SEALANT CONT. (TYP.)
SEE FTG. SCH.
(S
TE
P
AT
E
LE
V
PI
T)
(STEP AT ELEV PIT)
GRID
ADD'L NOTES
SEE 4/S-511
G.C.SHALL COORD w/ MEP
FOR DETAIL SUCH AS
SLOPE, SIZES, &
LOCATIONS
#4 DWL's @ 12"
O.C. EA WAY
ELEV.
F.F.
VARIES
REMOVABLE GRATING (REMOVEALBE SECTION 75LB MAX)
ELEV.
100'-0"
TRENCH (MAINTENANCE PIT) SECTION
2'-6" 4'-6" 20'-0"
4"
1' -2
1'
-4
2'-0"6'-0" 4'-0"
6'-0"
4' -8
REMOVABLE GRATING
ELEV.
94'-7"
ELEV.
91'-8"
RADIUS (SEE PLAN)
TO GRATING
95'-8"
95'-0"
3/8
SY
M
M A
BO
U
T C
EN
TE
R
6"x6"
DUCT
CONCRETE SLAB
SEE 1/S-512
CONC. SLAB w/ REINF:
#5 @ 12" O.C. EA WAY
(TOP & BOTTOM)
1'-4"
8" 8" 2'-8"
5'-4" SQ.
REINF: #5 @
12" O.C. EA
WAY
6"
SLOPE
#4 NOSING
BAR (TYP.)
#5 @ 12" O.C. EA
WAY (MIN OF 3)
CONT PL 1/4x4" WIDE
TYP ALL AROUND OF
CURB w/ 1/2" DIAx4"
H.S. AT 18" O.C.
8"
FND (BEYOND)
(VERIFY) (VERIFY) (VERIFY) (VERIFY)
1' -1
0"
2'-0"
1' -4
2' -0
2'-0"
1'-4"
GRID
FINISH GRADE
SEE SITE PLAN
#5 @ 12" O.C.
EA. WAY
ADD'L NOTES
SEE 4/S-511
FF
(V
ER
IF
Y w /E
LE
VA
TO
R
M
FR
1'-4"
2" C
LR
3" C
LR
SLOPE
TO SUMP
FILTER
FABRIC
WASHED GRAVEL
CONT. PERFORATED
DRAIN (SEE ARCH.)
ELEV PIT SIZE (SEE PLAN)
#5 DWL. @ 12"o.c.
T.O. WALL
10"2' -0
G.C.SHALL COORD w/ PRECAST
MFR. FOR ALL CONNECTION
DETAIL SUCH AS EMBEDMENT
PLATES, SIZES, & LOCATIONS
KEY CONT.
w/ WATER STOP
MIN.
T.O.F
SEE PLAN
1' -4
2'-0" MIN. ALL AROUND FROM
STEM WALL 1'-2"
8"
2'-0" SQ.
2' -0
D
EE
P
8"
1' -4
8"
SEE PLAN
GRID
SEE FTG SCH.
#5 @ 12" O.C.
HORIZ.
SUMP PER
ELEVATOR
MFR. G.C.
SHALL
COORDINATE
3/4" (GALV)
GRATING
L4x3x1/4 LLV @ EA SIDE OF SLUMP w/ 1/2" DIA.
EXP BOLTS @ 6" O.C. w/
3 1/4" MIN. EMBED
#4 @ 10" O.C. EA.
WAY (MIN OF 3)
WATERSTOP CONT.
CL.
WALL
T.O.F
(SEE PLAN)
C
LR
2"
#5 DWL. @ 12"o.c.
(V
ER
IF
Y w /E
LE
VA
TO
R
M
FR
#4 DWL. @ 12"o.c.
FF
3" C
LR
2' -0
"2'-0"
ELEV PIT
US Army Corps of Engineers ®
SHEET ID
U S
AR
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F-
-R
-0
F2
-4 0-
S- 5 1
2-
3/4" = 1'-0"S-512
1 MAINTENANCE PIT SECTION
3/4" = 1'-0"S-512
3 FOUNDATION SECTION
1/2" = 1'-0"S-512
2 MAINTENANCE PIT SECTION
3/4" = 1'-0"S-512
4 FOUNDATION SECTION
3/4" = 1'-0"S-512
5 FOUNDATION SECTION
M
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/0
3/
5' -0
4'
-8
4"
11/2"
6"
11/2"
6"
2'-0"
2'-0" LAP
GRID
FINISH GRADE
SEE SITE PLAN
WHEN BOLLARD INTERFERENCE
WITH BUILDING FND:
WHEN BOLLARD INTERFERENCE
WITH BUILDING FND: (PARTIALLY)
TYPICAL BOLLARD WITHOUT
INTERFERENCE FND:
BITUMINOUS
JOINT FILLER
MINIMUM 2'-4" DIA
ROUND CONCRETE FILL
AROUND BOLLARD
NPS 12 STANDARD WEIGHT
STEEL PIPE PAINTED SAFETY
YELLOW. STEEL PIPE SHALL
CONFORM TO SECTION 05 50 13
MISCELLANEOUS METAL
FABRICATIONS OF THE SPECS
AND SHALL BE HOT DIPPED
GALVANIZED AFTER FABRICATION
FILL PIPE W/ CONC
AND DOME AT TOP
AS SHOWN
FOR EXTERIOR BOLLARD
SLOPE CONCRETE ALL
AROUND
ADJACENT BUILDING AND FOOTING
FF
T.O.F
SEE PLAN
15"x15"x1" BASE PLATE w/ (4)-3/4"x6" HEADED STUDS
MINIMUM 2'-4" DIA
ROUND CONCRETE FILL
AROUND BOLLARD
3/16
FF
TYP.
PROVIDE/EXTEND
2'x2' PAD FOR BOLLARD w/
3-#5 EACH WAY (T&B)
MINIMUM 2'-4" DIA
ROUND CONCRETE FILL
AROUND BOLLARD
NOT U
SED
NOT U
SED
3"
8"
2"
11/2"
3 / 4
8"
10" SEE PLAN 10"
1' -0
F.F.
VARIES
#5 DWL's @ 12"
O.C. EACH FACE
95'-4"
ELEV.
#5 VERT @ 12"
O.C. EACH FACE
#5 HORIZ @ 12"
O.C. EACH FACE
2' -6
10"
#5 @ 12" O.C.
EACH WAY; TOP
& BOTTOM
KEY CONT. w/ WATERSTOP
PLACED ON THE INSIDE FACE
OF THE OUTERMOST DOWELS
ON ALL (4) SIDES- REFER TO
SPEC 03 13.00.10
1 1/2" DEEP ANTI-SPARK NON-SLIP GALVANIZED
GRATING w/ BEARING BARS SPACED AT 1 1/4"
UNIFORM LIVE LOAD OF 250 PSF AND A
CONCENTRATED LOAD OF 750 LB (STEEL GRATING
SECTIONS SHALL BE REMOVEABLE AND WEIGHT
NO MORE THAN 100 LBS)
#5 CONT. (AS
SHOWN)
TYP.
C
EN
TE
R
LI
N
E
L1 3/4"x 1 3/4x 1/4 CONT GALV w/ 1/2" DIA x4" HD
STUDS @ 1'-0" O.C. TYP
AROUND PERIMETER
OF PIT
SLOPE
(SEE PLAN)
SLOPE
(SEE PLAN)
WATERPROOF
MEMBRANCE AT ALL
EXTERIOR SURFACES
OF PIT w/ BENTONITE
PANELS.
ELEV = 100'-0"
#5 DWL's @ 12" O.C.
2' -6
10"
ALL INTERIOR SUFACES OF
PIT INCLUDING TOP OF PIT
FLOOR SLAB SHALL BE
SEALED WITH TWO COATS OF
"XYPEX" CONCENTRATGE OR
APPROVED EQUAL
F.F.7" 7"
8"
FINISH GRADE
SEE SITE PLAN
1-#4 CONT.
ADD'L NOTES
SEE 4/S-511 & 3/S-512
3/4" CHAMFER
#4 DWL's @ 24" O.C.
RCJ
US Army Corps of Engineers ®
SHEET ID
U S
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SU
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C H
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D B
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5/
W
F-
-R
-0
F2
-4 0-
S- 5 1
3-
3/4" = 1'-0"S-513
2 TYPICAL BOLLARD DETAIL
3/4" = 1'-0"S-513
1 LOADING DOCK SECTION (OPTION)
3/4" = 1'-0"S-513
3 LOADING DOCK SECTION (OPTION)
M
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4/
/2
AM
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IS
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N 4/
/2
AM
G
E N
ER
AL
R
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IS
IO
N
/0
3/
3/4" = 1'-0"S-513
4 FLUID DISTRUBUTION ROOM SUMP PIT
3/4" = 1'-0"S-513
5 CURB AT FLUID DISTRUBUTION ROOM
DN
DN
201 202
15' - 4" 6' - 0" 32' - 6"
G
8 9 10 119.4
D
E
F
H
A-401
/2
/2
7'
1/
4"
2'
4" 2'
0"
8'
1/
4"
44' - 1 1/2" 11' - 7 1/2" 6' - 0" 36' - 6 1/2"
3'
8"
/2
3'
8"
2'
0" 3'
8"
3'
4" 3'
4"
2'
4"
2'
0"
2'
7'
/4
6'
1/
2"
2'
3/
4"
/2
/2
5'
2" 5'
2"
0"
10' - 11" 5' - 6" 20' - 1 1/2"
B B B B
B B B B
6' - 0" 6' - 0" 6' - 0" 6' - 3" 6' - 0" 4' - 3" 6' - 0"
1' - 0"
213A
211B
211A
213B
A-420
N.I.C.
208A
208B
204B
204A
206B
206A
204A
204B
206B
206A
208B
208A
C
B
B
B
B
B
B
B
B
B
3'
3/
4" 4'
4'
1/ 4"
5'
1/
2" 3'
7'
/4
2'
4" 2'
4"
7'
/4
7'
/4
2'
4"
2'
4"
8'
2" 3'
1/ 4"
4'
2'
3/
4"
CG
CG
CG
CG
CG
CG
CG
CG
CG
CG
11' - 11 1/2"
11' - 7 1/2"
17' - 11 1/2" 34' - 6 1/2"
2B
11B
11B
11B
11B
A-410
11B
A-407
E200
3'
4"
1/ 2"A-401
1' - 8 1/2"
32' - 10 1/4"
F.5
D.6
D.3
10.5
8'
0" 9'
1/ 4"
/4
/4
/4
45' - 7" 9' - 9 1/4" 8' - 0" 13' - 11 1/2" 22' - 1 1/2"
11' - 2" 6' - 0" 4' - 1" 6' - 0" 44' - 5" 6' - 0" 4' - 1" 6' - 0" 11' - 8"
8'
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
8"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 2'
0"
6'
0" 8'
B
1'
4"
1'
4"
1'
1/
2"
1'
1/
2" 1'
1/ 2"
4B
GENERAL NOTES:
1. SEE A-101 FOR STRUCTURAL GRID DIMENSIONING.
2. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENING SHALL
OCCUR AT THE CENTER LINEOF THE DOOR PANEL IN THE CLOSED
POSITION U.N.O.
3. ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 SHEETS.
4. DOOR SCHEDULES MAY BE FOUND ON A-600 SHEETS.
5. WINDOW SCHEDULES MAY BE FOUND ON A-600 SHEETS.
6. SEE A-410 FOR WALL TYPE DETAILS.
7. PROVIDE GWB CONTROL JOINTS @ 30'-0" OC MAX SPACING ON
ALL EXPOSED GWB.
8. DO NOT SCALE FROM DRAWINGS.
9. SEE CIVIL SITE PLAN FOR BUILDING LOCATION.
10. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL
WINDOW, DOOR, LOUVER, AND OTHER OPENINGS PRIOR TO
MANUFACTURING OR INSTALLING ANY SUCH ITEM. ALL OPENING
SIZES ARE NOMINAL. CONTRACTOR SHALL VERIFY THE ACTUAL SIZE
REQUIRED FOR EACH OPENING BEFORE INSTALLING.
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
US Army Corps of Engineers ®
SHEET ID
U S
AR
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PS
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F
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G
IN
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D R
A W N
B Y:
D
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B
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SU
B M
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D B
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SI
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C H
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D B
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AN
S I
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FI
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AM
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IS
SU
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AT
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C O
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N O
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L I
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AT
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N N
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1 2 3 4 5
D
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B
A
A-121
C O
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PO
S I
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S E C
O N
D F
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L A N
FO
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N , C
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M A H
A, N
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A.
P
AR
KE
R
A.
P
AR
KE
R
B.
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/2
5/
W
F-
-R
-0
F2
-4 0-
A.
P
AR
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R
1/8" = 1'-0"A-121
1 SECOND FLOOR PLAN
PLAN NORTH8'0 4' 16'
FIRST FLOOR: 47,194 SF
AWNING: 532 SF
SECOND FLOOR: 10,374 SF
TOTAL GROSS: 58,100 SF
GROSS ALLOWABLE MAX.: 58,200 SF
SECOND FLOOR ROOM SCHEDULE
Number Name
208 ADMIN. & SHOP CONTROL "C"
208A OFFICE
208B OFFICE
209 STAIR 2-2
210 CORRIDOR 3
211 TRAINING ROOM
212 TELECOM ROOM
213 BREAK/TRAINING CONFERENCE ROOM
214 WOMEN
215 JAN.
216 MEN
E200 ELEVATOR CAB - 2
SECOND FLOOR ROOM SCHEDULE
Number Name
201 LOBBY 2-1
202 STAIR 1-2
203 WAITING "A"
204 ADMIN. & SHOP CONTROL "A"
204A OFFICE
204B OFFICE
205 WAITING "B"
206 ADMIN. & SHOP CONTROL "B"
206A OFFICE
206B OFFICE
207 WAITING "C"
_KEYNOTE LEGEND TEMF
VALUE TEXT
1 ACCORDIAN FOLDING PARTITIONS
2 SURFACE MOUNT PROJECTION SCREEN, (6'x 4')
M
AR
K D
ES
C
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IP
TI
O
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AT
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AM
G
EN
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AL
R
EV
IS
IO
N
S
/1 9/
AM
G
EN
ER
AL
R
EV
IS
IO
N
S
/0 3/
KEYPLAN
A B C
G
1 2 3 4 5
D
E
F
F.5
D.6
D.3
8'
0" 9'
1/ 4"
/4
/4
/4
34' - 6" 33' - 0" 33' - 0" 33' - 0"
M
AT
C H
L
IN
E
SE
E
A-
M
AT
C H
L
IN
E
SE
E
A-
CENTRAL VEHICLE
MAINTNENANCE
AREA
107A6
OS
GWB CEILING
RECESSED CAN LIGHTING FIXTURE
OXYGEN SENSOR (REFER TO EL DWGS)
EXIT SIGN LOCATION (REFER TO EL DWGS)
1' X 1' DOWNLIGHT
2' x 4' DOWNLIGHT
1' X 8' PENDANT
PROJECTION SCREEN (SURFACE MOUNT)
DIFFUSER
RETURN
CEILING LEGEND:
ATC (2'X4')
ATC (2'X2')
MTL SOFFIT
REFLECTED CEILING PLAN NOTES:
1. DO NOT SCALE FROM DRAWINGS.
2. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL
LIGHTING INFORMATION.
3. REFER TO MECHANICAL DRAWINGS FOR DUCT &
DIFFUSER INFORMATION.
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE…
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