Attachment 5 Appendix E - Z4 Reference Drawings.pdf
PDF 19 MB Posted
- Attached to
- B729 Parking Lot Improvements, Tyndall AFB, FL
- Solicitation number
- FA481923R0006
About this file
This solicitation is for parking lot improvements at Tyndall Air Force Base in Florida. The opportunity is set aside for Service-Disabled Veteran-Owned Small Businesses. Offerors must provide all required information by attaching documents to an email with the solicitation number in the subject line and sending to the listed points of contact by March 13, 2023 at 2:00 PM Central Standard Time. A pre-proposal site visit will be held on February 22, 2023 at 0900 at the base visitor's center parking lot, with each prime contractor limited to two personnel. Interested offerors must RSVP with names of attendees by February 14. Questions are due by February 28 at 1:00 PM CST. The work is being conducted by the Department of the Air Force Air Combat Command.
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US Army Corps of Engineers®
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE, AL 36602
TWO-PHASE DESIGN AND CONSTRUCTION
SITE DEVELOPMENT AND UTILITIES
PHASES I AND II
TYNDALL
BAY
MAY 20 1
20016 20R0007
VOLUME 1 OF 2
Note: This drawing volume contains consolidation of all solicitation amendments during the advertisement period. Contractor and users shall confirm information consolidated herein. In the event of a conflict, the advertised solicitation files and amendment files that were issued during the solicitation bidding period shall govern.
AMENDMENT NO. 0001 - 0017
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S D
S D
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SAN
SAN
SAN
SAN
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
S
S
A
N
S
A
N S A
N
S A
N
S
A
N
S A
N
S
A
N
M
W
M
W
M
W
M
W
M
W
M
W
M
W
M
W
M
W
M
W
E
S
E
S
E
S
E
S
E
S
E
S
E S
E S
E
S
E
S
E
S
E
S
E
S
E S
E S
E S
E S
E S
E S
E S
E S
E S
ES
ES
ES
ES
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
S
S
S
S
S
S
S
C
B
C B
C B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
E
S
E
S
E
S
ES
ES
G
G
G
G
G
D
G
R
A
V
E
L
G
R
A
V
E
L
G
R
A
V
E
L
G
R
A
V
E
L
METAL
BUILDING
TRAILER
METAL
SHED
S
C
P
C
P C
P
S
S
S
D
D
W
FH
FH
S
T
S
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
D
S
D
S
D
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
F
O
F
O
F
O
F
O
F
O
F
O
F
O
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
F O
20" W
ATERLIN
E U
NDER C
O
NSTRUCTIO
N A T T
IM
E O
F S
URVEY
B-424
N 390047.29
E 1623804.13
B-142
N 389798.90
E 1623645.85
B-140
N 389813.95
E 1623201.58
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
BALL FIELD
SGF-03
C
C
P
E
M A
T C
H
L I N
E
S
E
H
MATCH LINE - SEE SHEET V-13J
M A
T C
H
L I N
E
S
E
H
MATCH LINE - SEE SHEET V-13G
0 50 100 150
1"=50'
N
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
R T
A
D
B
R
F P
M S
K
M S
K
K K
B
J A
C O
B S
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
AMENDMENT NO. 0002
D
W R
X L W
U
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
I S
T I N
G
C
O N
D I T
I O
N S
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
V-13H
A R
A
N
WI
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
J J J J J J J J J J J J J J J
M E
F
A1
EXISTING CONDITIONS AREA PLAN - AREA 13H
1" = 50'-0"
1. ADDITIONAL ANNOTATIONS OMITTED FROM THIS AREA DRAWING FOR
CLARITY. SEE FOLLOWING V-13HA, V-13HB, V-13HC, AND V-13HD DRAWINGS
FOR ADDITIONAL EXISTING CONDITIONS INFORMATION.
GENERAL SHEET NOTES
A B
C D
13H
C
I
12" PVC
10" PVC
P
V C
C
P
V C
E
E
E
E
E
E
C
O
M
M
COMM
W
C
T
V
T
V
C
P
H
T
C
T
C
T
T
T
T
T
C
T
V
W
C
C
P
T
V
W
W
E O
I
E
O
I
E
O
I
E
O
I
E
O
I
D A
T R
DATR
D A
T R
D A
T R
E
E
E
E
W
W
W W
C O
M M
G
C
O
M
M
C O
M M
C O
M M
C O
M M
C
O
M
M
FO
F O
COMM
C
O
M
M
C A
T V
W
W
W
FO
F O
C O
M
M
C
O
M
M
F
O
F
O
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
C
O
M
M
C
O
M
M
C O
M M
W
W
W
C A
T V
C
A
T
V
C
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M
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C O
M
M
C
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M
M
C
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M
M
C
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M
M
C
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M
M
C O
M
M
W
W
W
W
W
C O
M M
E
E
E
C A
T V
C A
T V
C A
T V
C
A
T
V
E
E
E
E
C
O
M
M
C O
M M
C O
M M
C O
M M
C
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M
M
C
O
M
M
C
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M
M
C
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M
M
C O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C O
M M
C O
M M
C A
T V
C A
T V
C A
T V
C A
T V
C A
T V
C A
T V
C A
T V
C A
T V
C
A
T
V
G
G
G
G
G
G
G
G G
G
G
W
W
W
W W
W
W
G
G
G
G
W
W
W
W
W
W
W
W W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W
E E
E
E
E
E
E
E E
E
E
E E
E
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
C
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M
M
C
O
M
M
C
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M
M
E
E
E
E
E
W
W
W
W
C
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M
M
C
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M
M
C
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M
M
C
O
M
M
C
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M
M
C
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M
M
C
O
M
M
C
O
M
M
C
O
M
M
W
W
W
W
W
W
W
W
W
W
G
G
C
O
M
M
C O
M M
W
W
W
W
W
W
W
W
W
W
W
W
WC
O
M M
C O
M M
C
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M
M
C
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M
M
C
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M
M
C
O
M
M
G
E
E
E
E
E
E
E
E
E
E E
W
W
W
W
W
W
W
CATV
CATV
CATV
C A
T V
W
W W
W
W
W W
E
E
E E
W
W
W
WW
W
C
O
M
M
C A
T V
CATV
C A
T V
C A
T V
CATV
C A
T V
W
W
W
COMM
COMM
COMM
E
E
E
E
E
E
C
A
T V
C O
M M
C
A T
V
C A
T V
E
E
W
W
W
W
W
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
B
M
L O
U I S
I A
E
N U
E
L O
U I S
I A
E
N U
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
S
E
S
E
S
E
S
E
S
E
S
E S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E
S
E S
E S
E
S
E
S
E
S
E
S E
S
E
S
E
S
E
SE
S
E
S
E
S
E
S
E
S
E
S
E
S
E S
E S
E S
E S
E S
E S
E S
ES ES ES ES ES ES ES ES
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C O
M M
C O
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C O
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C O
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C O
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C O
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C O
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C O
M M
C O
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C
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M
M
C
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M
C
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M
C
O
M
M
C
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M
C
O
M
M
C
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M
C O
M
M
C O
M
M
C O
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M
C O
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COMM
COMM
COMM
C
O
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M
C O
M
M
C
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M
C
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C
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M
M
C O
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C O
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C
O
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M
C
O
M
M
COMM
COMM
C
O
M
M
C
O
M
M
C O
M
M
COM
M
CO
M
M
CO
M
M
CO
M
M
C O
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C
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M
M
C
O
M
M
C
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M
M
C
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M
M
C
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M
M
COMM COMM COMM COMM COMM COMM
C
O
M
M
C
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M
M
C O
M
M
C O
M M
C O
M M
C
O
M
M
C
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M
M
C
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M
M
C
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M
C
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M
C
O
M
M
C
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M
M
C
O
M
M
C
O
M
M
C O
M M
C
O
M
M
C
O
M
M
C O
M M
C
O
M
M
C
O
M
M
C O
M
M
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
S
D
S
D
S
D
S
D
S
A
N
S
A
N
S
A
N
S A
N
S A
N
S
A
N
S
A
N
S
A
N
S
A
N
S A
N
S A
N
S A
N
SAN
S A
N
M
W
M
W
E
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
E
E
E
E
E
ES
ES
ES
E
S
ES
ES
ES
E
S
E
S
G
G
G
G
G
G
G
G
G
G
S
S
S
S
S
S
S
S
S
C B
C B
C
B
C B
C B
C
B
C
B
C
B
C
B
G
G
D
D
W
I
S
U
W
A
N
N
E
INV 23.99 15"
RCP
D
TRAILER
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
F O
E
SS
SS
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S
S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
DI
TOP
26.84
15" RCP
P
V C
M A
T C
H
L I N
E
S
E
H
MATCH LINE - SEE SHEET V-14G
M A
T C
H
L I N
E
S
E
H
MATCH LINE - SEE SHEET V-14J
0 50 100 150
1"=50'
N
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
R T
A
D
B
R
F P
M S
K
M S
K
K K
B
J A
C O
B S
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
AMENDMENT NO. 0002
D
W R
X L W
U
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
I S
T I N
G
C
O N
D I T
I O
N S
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
V-14H
A R
A
N
WI
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
J J J J J J J J J J J J J J J
M E
F
A1
EXISTING CONDITIONS AREA PLAN - AREA 14H
1" = 50'-0"
1. ADDITIONAL ANNOTATIONS OMITTED FROM THIS AREA DRAWING FOR
CLARITY. SEE FOLLOWING V-14HA AND V-14HC DRAWINGS FOR ADDITIONAL
EXISTING CONDITIONS INFORMATION.
GENERAL SHEET NOTES
A
C
14H
V
T
V
M
T
V
T
V
T
V
T
V
MM
M
C
C
T
T
V
T
V
T
V
M
T
V
C
M
C
T
V
H
C
E
O
I
E
O
I
E
O
I
E
O
I
E
O
I
E
O
I
T
H
D
A
T
R
H
IG
H W
A Y
E
E
E
E
E
E
E
E
E
E
E
E
E
C
O
M
M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M
M
C
O
M
M
COM
M
C O
M M
C O
M M
COMM
COMM
COMM
C
O
M
M
COMM
C
O
M
M
C
O
M
M
C
O
M
MC
O
M M
C O
M
M
COMM
C
O
M
M
C O
M M
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
G
G
C
O
M
M
C
O
M
M
C
O
M
M
E
E
E
E
C
A
T V
C O
M M
C
A
T V
C
A
T V
E
E
E
E
W
W
W
W
W
W
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
O
M
M
E
E
E
E
E
E
E
E
E
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
E
E
E
E
E
E
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
E
E
E
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
E
E
E
C
A
T
V
C
A
T
V
F
O
F
O
F
O
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
E
E
E
E
E
E
E
C
A
T
V
C
A
T
V
C
A
T
V
C
A
T
V
W
W
W
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
S
U
W
A
N
N
E
G
E
O
R
G
E
N
U
E
S
U
W
A
N
N
E
US HWY 98
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E S
E S
E S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
ES
ES
ES
ES
ES
ES
G
G
G
G
G
G
G
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M
M
C O
M M
C O
M
M COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M
M
C O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
CO
M
M
CO
M
M
CO
M
M
COM
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
C O
M M
COM
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
COMM
C
O
M
M
C
O
M
M
C
O
M
M
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S D
S D
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SAN
SAN
SAN
SAN
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
S
S
A
N
S
A
N S A
N
S A
N
S
A
N
S A
N
S
A
N
M
W
M
W
M
W
M
W
M
W
M
W
M
W
M
W
M
W
M
W
E
S
E
S
E
S
E
S
E
S
E
S
E S
E S
E
S
E
S
E
S
E
S
E
S
E S
E S
E S
E S
E S
E S
E S
E S
E S
ES
ES
ES
ES
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
S
S
S
S
S
S
S
C
B
C B
C B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
C
B
E
S
E
S
E
S
ES
ES
G
G
G
G
G
D
G
R
A
V
E
L
G
R
A
V
E
L
G
R
A
V
E
L
G
R
A
V
E
L
METAL
BUILDING
TRAILER
METAL
SHED
S
C
P
C
P C
P
S
S
S
D
D
W
FH
FH
S
T
S
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
D
S
D
S
D
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
F
O
F
O
F
O
F
O
F
O
F
O
F
O
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
F O
B-424
N 390047.29
E 1623804.13
B-142
N 389798.90
E 1623645.85
B-140
N 389813.95
E 1623201.58
SS
SS
SS
SS
SS
SS
SS
S S
SS
SS
SS
SS
SS
SS
SS
SS
S S
SS
SS
SS
SS
SS
SS
SS
SS
S S
SS
SS
SS
SS
SS
SS
SS
BALL FIELD
SGF-03
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z
E
Z
E
Z
E
Z
E
Z
E
Z E
Z E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z E
Z
E
Z
E
Z
E
Z
E
Z
E
Z E
Z
E
Z E
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
C
C
C
℄ SUWANNEE AVENUE
℄ AIREY AVENUE
M A
T C
H
L I N
E
S
E
H
MATCH LINE - SEE SHEET CD13J
M A
T C
H
L I N
E
S
E
H
MATCH LINE - SEE SHEET CD13G
0 50 100 150
1"=50'
N
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
R T
A
D
B
R
F P
K K
B
K K
B
E R
W
J A
C O
B S
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
AMENDMENT NO. 0002
D
W R
X L W
U
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
G
N E
R A
L
D E
M O
L I T
I O
N
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
CD13H
A R
A
N
WI
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
J J J J J J J J J J J J J J J
M E
F
SHEET KEYNOTES
1. DEMOLISH AND DISPOSE OF ALL EXISTING UTILITIES, ROADWAYS, CURBS,
SIDEWALKS, AND SITE FEATURES AS REQUIRED TO ALLOW FOR NEW
ROADWAY AND UTILITY CONSTRUCTION. INDIVIDUAL DEMOLITION
ELEMENTS NOT SHOWN FOR CLARITY. EXISTING UTILITIES INDICATED TO
REMAIN SHALL BE PROTECTED IN PLACE.
2. DEMOLISH AND DISPOSE OF TEMPORARY ROADWAY PAVEMENT INSTALLED
UNDER SEPARATE AIREY GATE PACKAGE.
3. DEMOLISH AND DISPOSE OF EXISTING SIDEWALK.
4. DEMOLISH AND DISPOSE OF EXISTING CURB AND GUTTER.
5. DEMOLISH AND DISPOSE OF EXISTING STORM SEWER TO THE EXTENT
REQUIRED TO ALLOW FOR CONSTRUCTION OF NEW ROADWAY AND STORM
SYSTEM.
6. DEMOLISH AND DISPOSE OF EXISTING TELECOMMUNICATIONS TO THE
EXTENT REQUIRED FOR CONSTRUCTION OF NEW ROADWAY AND
ELECTRICAL.
7. DEMOLISH AND DISPOSE OF EXISTING ELECTRICAL, SANITARY, WATER,
NATURAL GAS, AND TELECOMMUNICATIONS TO THE EXTEND REQUIRED
FOR NEW TELECOMMUNICATIONS CONSTRUCTION.
8. DEMOLISH AND DISPOSE OF EXISTING WATER, TELECOMMUNICATIONS AND
ELECTRICAL TO THE EXTENT REQUIRED FOR NEW CULVERT AND DRIVEWAY
CONSTRUCTION.
9. REMOVE AND REPAIR PAVEMENT TO EXTENT REQUIRED FOR ELECTRICAL
INSTALLATION.
A1
DEMOLITION PLAN - AREA 13H
1" = 50'-0"
1. REFER TO ENVIRONMENTAL SERIES DRAWINGS (CE- AND CL-) FOR DETAILS ON
WETLANDS/OTHER SURFACE WATER, T&E, IRP, AFFF, CULTURAL SITES, AND
MONITORING WELLS.
2. REUSE UTILITIES DEFINED IN LEGEND ON DRAWING CD000. CONTRACTOR SHALL
PROTECT IN PLACE ALL EXISTING UTILITIES TO BE REUSED.
GENERAL SHEET NOTES
E
E
E
E
C
O
M
M
COMM
W
C
T
V
T
V
C
P
H
T
C
T
C
T
T
T
T
T
C
T
V
W
C
C
P
T
V
W
W
E O
I
E
O
I
E
O
I
E
O
I
E
O
I
D A
T R
DATR
D A
T R
D A
T R
E
E
E
E
W
W
W W
C O
M M
G
C
O
M
M
C O
M M
C O
M M
C O
M M
C
O
M
M
FO
F O
COMM
C
O
M
M
C A
T V
W
W
W
FO
F O
C O
M
M
C
O
M
M
F
O
F
O
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
C
O
M
M
C
O
M
M
C O
M M
W
W
W
C A
T V
C
A
T
V
C
O
M
M
C O
M M
C O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M
M
W
W
W
W
W
C O
M M
E
E
E
C A
T V
C A
T V
C A
T V
C
A
T
V
E
E
E
E
C
O
M
M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C O
M M
C O
M M
C A
T V
C A
T V
C A
T V
C A
T V
C A
T V
C A
T V
C A
T V
C A
T V
C
A
T
V
G
G
G
G
G
G
G
G G
G
G
W
W
W
W W
W
W
G
G
G
G
W
W
W
W
W
W
W
W W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W
E E
E
E
E
E
E
E E
E
E
E E
E
E
E
E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
C
O
M
M
C
O
M
M
C
O
M
M
E
E
E
E
E
W
W
W
W
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
W
W
W
W
W
W
W
W
W
W
G
G
C
O
M
M
C O
M M
W
W
W
W
W
W
W
W
W
W
W
W
WC
O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
G
E
E
E
E
E
E
E
E
E
E E
W
W
W
W
W
W
W
CATV
CATV
CATV
C A
T V
W
W W
W
W
W W
E
E
E E
W
W
W
WW
W
C
O
M
M
C A
T V
CATV
C A
T V
C A
T V
CATV
C A
T V
W
W
W
COMM
COMM
COMM
E
E
E
E
E
E
C
A
T V
C O
M M
C
A T
V
C A
T V
E
E
W
W
W
W
W
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
B
M
L O
U I S
I A
E
N U
E
L O
U I S
I A
E
N U
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
S
E
S
E
S
E
S
E
S
E
S
E S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E
S
E S
E S
E
S
E
S
E
S
E
S E
S
E
S
E
S
E
SE
S
E
S
E
S
E
S
E
S
E
S
E
S
E S
E S
E S
E S
E S
E S
E S
ES ES ES ES ES ES ES ES
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M
M
C O
M
M
C O
M
M
C O
M M
COMM
COMM
COMM
C
O
M
M
C O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
COMM
COMM
C
O
M
M
C
O
M
M
C O
M M
COM
M
CO
M
M
CO
M
M
CO
M
M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
COMM COMM COMM COMM COMM COMM
C
O
M
M
C
O
M
M
C O
M
M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C
O
M
M
C
O
M
M
C O
M M
C
O
M
M
C
O
M
M
C O
M
M
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
S
D
S
D
S
D
S
D
S
A
N
S
A
N
S
A
N
S A
N
S A
N
S
A
N
S
A
N
S
A
N
S
A
N
S A
N
S A
N
S A
N
SAN
S A
N
M
W
M
W
E
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
E
E
E
E
E
ES
ES
ES
E
S
ES
ES
ES
E
S
E
S
G
G
G
G
G
G
G
G
G
G
S
S
S
S
S
S
S
S
S
C B
C B
C
B
C B
C B
C
B
C
B
C
B
C
B
G
G
D
D
W
I
S
U
W
A
N
N
E
D
TRAILER
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
F O
E
B-419
N 388506.00
E 1624608.34
B-126
N 388582.62
E 1625113.01
B-124
N 388883.79
E 1624561.47
B-123
N 389409.56
E 1624585.05
N 389406.08
E 1625057.76
SS
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S
S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
Z4E
Z4E
Z4E
Z4E
Z4E
Z E
Z E
Z E
Z
E
Z4E
Z4E
Z4E
Z E
Z E
Z
E
Z
E
Z E
Z E
Z
E
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z05
Z
Z
Z
Z
Z
Z
Z
Z05
Z
Z
Z
Z
Z
Z
Z
Z05
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z05
Z05
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
C
I
12" PVC
10" PVC
P
V C
C
P
V C
232+00
233+00
℄ SUWANNEE AVENUE
℄ SUWANNEE AVENUE
℄ LOUISIANA AVENUE
M A
T C
H
L I N
E
S
E
H
MATCH LINE - SEE SHEET CD14G
MATCH LINE - SEE SHEET CD14J
M A
T C
H
L I N
E
S
E
H
℄ LOUISIANA AVENUE
0 50 100 150
1"=50'
N
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
R T
A
D
B
R
F P
K K
B
K K
B
E R
W
J A
C O
B S
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
AMENDMENT NO. 0002
D
W R
X L W
U
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
N E
R A
L
D E
M O
L I T
I O
N
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
CD14H
A R
A
N
WI
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
J J J J J J J J J J J J J J J
M E
F
SHEET KEYNOTES
1. DEMOLISH AND DISPOSE OF ALL EXISTING UTILITIES, ROADWAYS, CURBS,
SIDEWALKS, AND SITE FEATURES AS REQUIRED TO ALLOW FOR NEW
ROADWAY AND UTILITY CONSTRUCTION. INDIVIDUAL DEMOLITION
ELEMENTS NOT SHOWN FOR CLARITY. EXISTING UTILITIES INDICATED TO
REMAIN SHALL BE PROTECTED IN PLACE.
2. DEMOLISH AND DISPOSE OF EXISTING CURB AND GUTTER.
3. DEMOLISH AND DISPOSE OF EXISTING SIDEWALK.
4. DEMOLISH AND DISPOSE OF EXISTING GAS AND ELECTRICAL.
5. FIRE HYDRANT TO BE RELOCATED. SEE CW14H FOR ADDITIONAL
INFORMATION.
A1
DEMOLITION PLAN - AREA 14H
1" = 50'-0"
1. REFER TO ENVIRONMENTAL SERIES DRAWINGS (CE- AND CL-) FOR DETAILS ON
WETLANDS/OTHER SURFACE WATER, T&E, IRP, AFFF, CULTURAL SITES, AND
MONITORING WELLS.
2. REUSE UTILITIES DEFINED IN LEGEND ON DRAWING CD000. CONTRACTOR SHALL
PROTECT IN PLACE ALL EXISTING UTILITIES TO BE REUSED.
GENERAL SHEET NOTES
O
M
M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M
M
C
O
M
M
COM
M
C O
M M
C O
M M
COMM
COMM
COMM
C
O
M
M
COMM
C
O
M
M
C
O
M
M
C
O
M
MC
O
M M
C O
M
M
COMM
C
O
M
M
C O
M M
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
E
E
E
E
W
W
W
W
W
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E
E
G
G
G
G
G
G
G
C O
M
M
C O
M M
C O
M M
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COM
M
CO
M
M
COM
M
CO
M
M
C O
M M
CO
M
M
CO
M
M
C O
M M
COM
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
CO
M
M
C O
M M
C O
M M
C O
M M
W
W
W
W
W
S
D
S
D
S
D
S
D
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
S
S
S
C
B
C
B
S
S
S
S
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
G
G
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SGF-03
SEWER
EOC BUILDING
(BY OTHERS -
ZONE 8)
F
W
G
F
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
X
X
X
X
X
X
X
X
RETENTION
POND
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z
E
Z
E
Z
E
Z
E
Z
E
Z E
Z E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z E
Z
E
Z
E
Z
E
Z
E
Z
E
Z E
Z E
Z E
INSPECTION
BUILDING
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
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M
M
C
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M
C
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C
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C
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M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
E
E
E
E
E
E
E
E
E
E
E
E M
E M
E
M
E
M
E M
E M
S
E
M
E
M
E M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
ES
E
S
E
S
S
D
S
D
S
D
S
D
C
B
S
D
C
B
C
B S
D
C
B
S
D
C
B
C
B
S
D
C
B
S
D
S
D
C
B
S
D
D
C
B
C
B
C
B
S
D
S
D
S
D
C
B
C
B
C
B
S
D
C
B
CB
S
D
C
B
C
B
S
D
C
B
C
B
D
S
D
S
D
S
D
C
B
S
A
N
S
S
S
S A
N
S A
N
S A
N
S A
N
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
A
I R
Y
E
M A
T C
H
L I N
E
S
E
H
MATCH LINE SEE SHEET CL13J
M A
T C
H
L I N
E
S
E
H
M A
T C
H
L I N
E
S
E
H
M A
T C
H
L I N
E
S
E
H
MATCH LINE SEE SHEET CL13G
0 50 100 150
1"=50'
N
0 50 100 150
1"=50'
N
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
R T
A
D
B
R
F P
V H
T B
V H
J A
C O
B S
X
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
AMENDMENT NO. 0002
D
W
R
X L W
U
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
V I R
O N
M E
N T
A L
W E
T L
A N
D S
O
T H
R
F A
W
T
E R
S
T
E
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
CL13H
A R
A
N
WI
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
J J J J J J J J J J J J J J J
SHEET KEYNOTES
1. POTENTIAL IMPACT AREA OF 0.02 ACRES.
A1
ENVIRONMENTAL SITE PLAN - AREA 13H
1" = 50'-0"
M E
F
W
W
W
E
E
E
G
G
G
G
G
G G
G
G
W
W W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W
C
O
M
M
C
O
M
M
C
O
M
M
E
W
W
W
W
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
W
W
W
W
W
W
W
W
W
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
E
E
W
W
W
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
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M
M
C
O
M
M
C
O
M
M
C O
M
M
C O
M
M
C O
M
M
C O
M M
COMM
COMM
COMM
C
O
M
M
C O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
COMM
COMM
C
O
M
M
C
O
M
M
C O
M M
COM
M
CO
M
M
CO
M
M
CO
M
M
C O
M M
C O
M
M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
W
W
W
W
W
W
W
W
W
W
W
W
W
S
A
N
S
A
N
S
A
N
S A
N
S A
N
S
A
N
S
A
N
S
A
N
S
S
S
S
S
S
S
C B
C B
C
B
C
B
C
B
C
B
W
W
W
W
W
W
W
W
W
W
W
W
G
E
SS
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S
S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
CE ADMIN(BY OTHERS - ZONE 5)
CE EOD
(BY OTHERS - ZONE 5)
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SUPPLY ADMIN HQ
(BY OTHERS - ZONE 5)
SUPPLY WAREHOUSE
(BY OTHERS - ZONE 5)
SUPPLY AND
EQUIPMENT SHED
(BY OTHERS - ZONE 5)
EXPLOSIVE ORDINANCE
DISPOSAL FACILITY
(BY OTHERS - ZONE 5)
FDOT DETENTION POND
BASE ENGINEER MAINTENANCE SHOP
(BY OTHERS - ZONE 5)
BASE ENGINEER ADMIN
(BY OTHERS - ZONE 5)
RETENTION
POND
(BY OTHERS -
ZONE 5)
Z4E
Z4E
Z4E
Z4E
Z4E
Z E
Z E
Z E
Z
E
Z4E
Z4E
Z4E
Z E
Z E
Z
E
Z
E
Z E
Z E
Z
E
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z05
Z
Z
Z
Z
Z
Z
Z
Z05
Z
Z
Z
Z
Z
Z
Z
Z05
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z05
Z05
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
C
O
M
M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C O
M M
COM
M
COM
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
COMM
C O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
E M
E
M
E M
E
M
E
M
E
M
E M
E M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
E
M
E
M
E
M
E
M
E M
EM
EM
E M
E M
E
M
E M
E M
E M
E M
E
M
E M
E M
E
M
E
M
E
M
E
M
E
M
EM
E
M
E
M
E
M
E
M
E M
E M
E M
E M
E M
EM
S
D
S
D
S
D
S
D
S D
C B
CB
C
B
C B
C
B
S
D
S
D
C
B
C
B
C B
S
D
C
B
S
D
C
B
D
S
S
S A
N
F
F
F
F
F
F
F
F
W
L
O
U
I S
I A
E
MATCH LINE SEE SHEET CL14J
MATCH LINE SEE SHEET CL14G
M A
T C
H
L I N
E
S
E
H
M A
T C
H
L I N
E
S
E
H
M A
T C
H
L I N
E
S
E
H
M A
T C
H
L I N
E
S
E
H
0 50 100 150
1"=50'
N
0 50 100 150
1"=50'
N
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
R T
A
D
B
R
F P
V H
T B
V H
J A
C O
B S
X
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
AMENDMENT NO. 0002
D
W
R
X L W
U
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
V I R
O N
M E
N T
A L
W E
T L
A N
D S
O
T H
R
F A
T
E R
S
T
E
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
CL14H
A R
A
N
WI
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
J J J J J J J J J J J J J J J
SHEET KEYNOTES
1. POTENTIAL IMPACT AREA OF 0.09 ACRES.
2. POTENTIAL IMPACT AREA OF 0.04 ACRES.
3. POTENTIAL IMPACT AREA OF 0.03 ACRES.
4. POTENTIAL IMPACT AREA OF 0.02 ACRES.
A1
ENVIRONMENTAL SITE PLAN - AREA 14H
1" = 50'-0"
M E
F
O
M
M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M
M
C
O
M
M
COM
M
C O
M M
C O
M M
COMM
COMM
COMM
C
O
M
M
COMM
C
O
M
M
C
O
M
M
C
O
M
MC
O
M M
C O
M
M
COMM
C
O
M
M
C O
M M
E
E
E
E
E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
E
E
E
E
W
W
W
W
W
W
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E
E
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E
E
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E
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G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
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W
W
W
W
W
W
W
W
W
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
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G
G
G
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M
M
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M M
C O
M M
COMM
C O
M M
C O
M M
C O
M M
C O
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C O
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C O
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M
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A
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A
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A
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G
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SGF-03
SEWER
EOC BUILDING
(BY OTHERS -
ZONE 8)
F
W
G
F
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
X
X
X
X
X
X
X
X
RETENTION
POND
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z4E
Z
E
Z
E
Z
E
Z
E
Z
E
Z E
Z E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z E
Z
E
Z
E
Z
E
Z
E
Z
E
Z E
Z E
Z E
INSPECTION
BUILDING
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
C
X
E
E
E
E
E
E
E
E
E
E
E
E M
E M
E
M
E
M
E M
E M
S
E
M
E
M
E M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
ES
E
S
E
S
S
D
S
D
S
D
S
D
C
B
S
D
C
B
C
B S
D
C
B
S
D
C
B
C
B
S
D
C
B
S
D
S
D
C
B
S
D
D
C
B
C
B
C
B
S
D
S
D
S
D
C
B
C
B
C
B
S
D
C
B
CB
S
D
C
B
C
B
S
D
C
B
C
B
D
S
D
S
D
S
D
C
B
S
A
N
S
S
S
S A
N
S A
N
S A
N
S A
N
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
A
I R
E
MW
MW
MW
MW
MW
MW
MW
MW
MW
MW
M A
T C
H
L I N
E
S
E
H
MATCH LINE SEE SHEET CE13J
M A
T C
H
L I N
E
S
E
H
M A
T C
H
L I N
E
S
E
H
M A
T C
H
L I N
E
S
E
H
MATCH LINE SEE SHEET CE13G
0 50 100 150
1"=50'
N
0 50 100 150
1"=50'
N
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
R T
A
D
B
R
F P
V H
T B
V H
J A
C O
B S
X
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
AMENDMENT NO. 0002
D
W
R
X L W
U
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
V I R
O N
M E
N T
A L
I R
P
A
F F
F
C
U L
T U
R A
L
S
I T
E S
N
I T
O R
I N
G
W
E L
L S
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
CE13H
A R
A
N
WI
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
J J J J J J J J J J J J J J J
M E
F
SHEET KEYNOTES
1. MONITORING WELLS ANTICIPATED TO REMAIN.
2. DESIGN INFRASTRUCTURE WITHIN THIS CULTURAL SITE AS SHOWN IS
APPROVED AND COORDINATED WITH 325 CES. ADDITIONAL INFORMATION
IDENTIFIED IN SECTION 17.2 ENVIRONMENTAL PROTECTION OF THE RFP.
A1
ENVIRONMENTAL SITE PLAN - AREA 13H
1" = 50'-0"
W
W
W
E
E
E
G
G
G
G
G
G G
G
G
W
W W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W
C
O
M
M
C
O
M
M
C
O
M
M
E
W
W
W
W
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
W
W
W
W
W
W
W
W
W
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
W
E
E
W
W
W
G
G
G
G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M
M
C O
M
M
C O
M
M
C O
M M
COMM
COMM
COMM
C
O
M
M
C O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
COMM
COMM
C
O
M
M
C
O
M
M
C O
M M
COM
M
CO
M
M
CO
M
M
CO
M
M
C O
M M
C O
M
M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
W
W
W
W
W
W
W
W
W
W
W
W
W
S
A
N
S
A
N
S
A
N
S A
N
S A
N
S
A
N
S
A
N
S
A
N
S
S
S
S
S
S
S
C B
C B
C
B
C
B
C
B
C
B
W
W
W
W
W
W
W
W
W
W
W
W
G
E
SS
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S
S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
SS
CE ADMIN(BY OTHERS - ZONE 5)
CE EOD
(BY OTHERS - ZONE 5)
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SUPPLY ADMIN HQ
(BY OTHERS - ZONE 5)
SUPPLY WAREHOUSE
(BY OTHERS - ZONE 5)
SUPPLY AND
EQUIPMENT SHED
(BY OTHERS - ZONE 5)
EXPLOSIVE ORDINANCE
DISPOSAL FACILITY
(BY OTHERS - ZONE 5)
FDOT DETENTION POND
BASE ENGINEER MAINTENANCE SHOP
(BY OTHERS - ZONE 5)
BASE ENGINEER ADMIN
(BY OTHERS - ZONE 5)
RETENTION
POND
(BY OTHERS -
ZONE 5)
Z4E
Z4E
Z4E
Z4E
Z4E
Z E
Z E
Z E
Z
E
Z4E
Z4E
Z4E
Z E
Z E
Z
E
Z
E
Z E
Z E
Z
E
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z05
Z
Z
Z
Z
Z
Z
Z
Z05
Z
Z
Z
Z
Z
Z
Z
Z05
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z05
Z05
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
C
O
M
M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
C O
M M
COM
M
COM
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M M
COMM
C O
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C
O
M
M
C
O
M
M
E M
E
M
E M
E
M
E
M
E
M
E M
E M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
M
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
S
E
M
E
M
E
M
E
M
E M
EM
EM
E M
E M
E
M
E M
E M
E M
E M
E
M
E M
E M
E
M
E
M
E
M
E
M
E
M
EM
E
M
E
M
E
M
E
M
E M
E M
E M
E M
E M
EM
S
D
S
D
S
D
S
D
S D
C B
CB
C
B
C B
C
B
S
D
S
D
C
B
C
B
C B
S
D
C
B
S
D
C
B
D
S
S
S A
N
F
F
F
F
F
F
F
F
W
L
O
U
I S
I A
E
MW
MW
MATCH LINE SEE SHEET CE14J
MATCH LINE SEE SHEET CE14G
M A
T C
H
L I N
E
S
E
H
M A
T C
H
L I N
E
S
E
H
M A
T C
H
L I N
E
S
E
H
M A
T C
H
L I N
E
S
E
H
0 50 100 150
1"=50'
N
0 50 100 150
1"=50'
N
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
R T
A
D
B
R
F P
V H
T B
V H
J A
C O
B S
X
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
AMENDMENT NO. 0002
D
W
R
X L W
U
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
V I R
O N
M E
N T
A L
I R
P
A
F F
F
C
U L
T U
R A
L
S
I T
E S
N
I T
O R
I N
G
W
E L
L S
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
CE14H
A R
A
N
WI
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
K
H
G
F
E
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
10 11 12 13 15 16 17 1814
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
04 05 06 07 08 09
J J J J J J J J J J J J J J J
M E
F
SHEET KEYNOTES
1. MONITORING WELLS ANTICIPATED TO REMAIN.
A1
ENVIRONMENTAL SITE PLAN - AREA 14H
1" = 50'-0"
E
I
L
D
I
N
G
H
E
O
F F
L
.5
Z
Z
Z
Z08
Z08
Z
Z
Z
Z
Z
Z
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z4E
Z4E
Z4E
Z
E
Z
E
Z
E
Z
E
Z E
Z E
Z
Z
Z
Z
Z
Z
Z
Z
Z
℄ SUWANNEE AVE (PGL)
℄ MULTI MODAL SPINE 3 (PGL)
END WIDENING
FULL DEPTH CONSTRUCTION
SUWANNEE AVE
LIMITS OF ROADWAY
CONSTRUCTION (TYP.)
226+00
227+00
228+00
TIE TO EXIST. DRIVEWAY
EL = +/- 27.1
TIE TO EXIST. DRIVEWAY
EL = +/- 27.7
TIE TO EXIST. DRIVEWAY
EL = +/- 28.0
ZONE 5 LIMIT
BY OTHERS (TYP.)
SAWCUT EXISTING EDGE
OF ASPHALT
10' SHARED
USE PATH
10' SHARED
USE PATH
LIMITS OF ROADWAY
CONSTRUCTION (TYP.)
LIMITS OF ROADWAY
CONSTRUCTION (TYP.)
ZONE 4E LIMIT
BY OTHERS (TYP.)
ZONE 8 LIMIT
BY OTHERS (TYP.)
CONSTRUCT DRIVEWAY ACCESS
AND COORDINATE WITH ADJACENT ZONE
EL = +/-28.7' AT EDGE OF TRAVEL WAY
IMPROVEMENTS BY OTHERS
CONSTRUCT DRIVEWAY ACCESS
AND TIE TO EXISTING
EL = +/-27.8' AT EDGE OF TRAVEL WAY
PEDESTRIAN FIXTURE (TYP.)
12'
12'
WELL DRIVEWAY
222+00
222+50
223+00
223+50
224+00
224+50
225+00
225+50
226+00
226+50
227+00
227+50
228+00
228+50
229+00
229+50
230+00
230+50
231+00
231+50
EXISTING
GROUND (TYP.)
PGL
D R
I V
E W
A Y
D R
I V
E W
A Y
E X
I S
T I N
G
D
R I V
E W
A Y
P E
D E
S T
R I A
N
C
R O
S S
I N
G
E X
I S
T I N
G
D
R I V
E W
A Y
E X
I S
T I N
G
E N
D
W
I D
E N
I N
G
EXISTING GRADE MAY VARY SLIGHTLY
FROM FIELD CONDITIONS DUE TO
LIDAR DATA (TYP.)
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
KEY PLAN
N.T.S.
GENERAL SHEET NOTES
TRANSPORTATION LEGEND
1. SEE SHEET CT001 FOR TRANSPORTATION GENERAL NOTES AND
LEGEND.
2. REFER TO TYPICAL SECTIONS SHEETS FOR CROSS SECTION DETAILS.
ASPHALT MILL AND OVERLAY
ASPHALT PAVING
UTILITY CORRIDOR
CONCRETE SIDEWALK /
ASPHALT SHARED USE PATH
UTILITY CORRIDOR VEHICLE PATH
12' LANE WIDTH
TRAFFIC DIRECTION
PEDESTRIAN CURB RAMP
L A
L A
J W
J A
C O
B S
X
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
D
W
R
X L W
U
A M
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
C I V
A
N S
P O
R T
A T
I O
N
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
M E
F
5S
AMENDMENT NO. 0002
R T
A
D
B
R
F P
PROFILE OF SUWANNEE AVE
1" = 5' - 0"
PLAN OF SUWANNEE AVE
1" = 50' - 0"
M
A
T
A
S
E
M
A
T
A
S
E
HORIZONTAL VERTICAL
0 50 100 150
1" = 50' - 0"
0 5 10 15
1" = 5' - 0"
0 50 100 150
1" = 50' - 0"
SHEET KEYNOTES
1. DB CONTRACTOR SHALL BE RESPONSIBLE FOR TYING INTO ALL
ADJACENT SITE ELEVATIONS AND ACCESS CONNECTIONS.
2. DB CONTRACTOR SHALL COORDINATE ROADWAY CONSTRUCTION WITH
ADJACENT UTILITIES.
3. DB CONTRACTOR SHALL SAW CUT THE LIMITS OF PAVEMENT TO BE
REMOVED AND PROTECT EDGES FROM DAMAGE IN AREAS OF
ADJACENT PAVEMENT TO REMAIN. ANY DAMAGE TO THE SAW CUT LINE
SHALL REQUIRE THE DB CONTRACTOR TO RE-SAW CUT A NEW LINE
BEFORE PLACEMENT OF NEW PAVEMENT.
4. FOR INTERSECTION PEDESTRIAN FIXTURE DETAILS, REFER TO
LANDSCAPE DRAWINGS.
N
CT161
P L
O
F I L
E
S U
W A
N N
E
SEE SHEET CT149
3. REFER TO SHEETS V-13H AND V-14H FOR EXISTING CONDITIONS AND
SHEETS CD13H AND CD14H FOR DEMOLITION.
CE EOD
(BY OTHERS - ZONE 5)
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Z E
Z E
Z
E
Z E
Z E
Z E
Z4E
Z E
Z E
Z
E
Z
E
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z05
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
233+00
234+00
235+00
℄ LOUISIANA AVE (PGL)
SUWANNEE AVE
234+59.1 =
LOUISIANA AVE
152+36.3
END FULL DEPTH
CONSTRUCTION SUWANNEE AVE
LIMITS OF ROADWAY
CONSTRUCTION (TYP.)
ZONE 4E LIMIT
BY OTHERS (TYP.)
ZONE 5 LIMIT
BY OTHERS (TYP.)
FDOT RIGHT OF WAY
℄ SUWANNEE AVE (PGL)
(HEAVY HAUL ROUTE
FROM LOUISIANA AVE
TO MISSISSIPPI ROAD)
10' SHARED
USE PATH
10' SHARED
USE PATH
10' SHARED
USE PATH
LIMITS OF ROADWAY
CONSTRUCTION (TYP.)
LIMITS OF ROADWAY
CONSTRUCTION (TYP.)
LIMITS OF ROADWAY
CONSTRUCTION (TYP.)
CONSTRUCT DRIVEWAY ACCESS
AND COORDINATE WITH ADJACENT ZONE
EL = +/-26.0' AT EDGE OF TRAVEL WAY
CONSTRUCT DRIVEWAY ACCESS
AND COORDINATE WITH ADJACENT ZONE
EL = +/-26.0' AT EDGE OF TRAVEL WAY
TIE TO EXIST. DRIVEWAY
EL = +/- 27.7
12'
12'
BEGIN FULL DEPTH
CONSTRUCTION SUWANNEE AVE
-0.6%
100' VC
K= 156.5
100' VC
K= 37.9
100' VC
K= 50.2
STA: 234+59.1
℄ INTERSECTION OF
LOUISIANA
EL: 29.8
EXISTING
GROUND (TYP.)
PGL
E X
I S
T I N
G
P R
O P
O S
E D
BEST FIT
PGL
237+00
237+50
238+00
238+50
239+00
239+50
240+00
231+50
232+00
232+50
233+00
233+50
234+00
234+50
235+00
235+50
236+00
236+50
237+00
D R
I V
E W
A Y
D R
I V
E W
A Y
E N
D
F
U
P
T H
R E
C O
N S
T R
U C
T I O
N
EXISTING GRADE MAY VARY SLIGHTLY
FROM FIELD CONDITIONS DUE TO
LIDAR DATA (TYP.)
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
KEY PLAN
N.T.S.
GENERAL SHEET NOTES
TRANSPORTATION LEGEND
1. SEE SHEET CT001 FOR TRANSPORTATION GENERAL NOTES AND
LEGEND.
2. REFER TO TYPICAL SECTIONS SHEETS FOR CROSS SECTION DETAILS.
ASPHALT MILL AND OVERLAY
ASPHALT PAVING
UTILITY CORRIDOR
CONCRETE SIDEWALK /
ASPHALT SHARED USE PATH
UTILITY CORRIDOR VEHICLE PATH
12' LANE WIDTH
TRAFFIC DIRECTION
PEDESTRIAN CURB RAMP
L A
L A
J W
J A
C O
B S
X
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
D
W
R
X L W
U
A M
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
C I V
A
N S
P O
R T
A T
I O
N
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
M E
F
5S
AMENDMENT NO. 0002
R T
A
D
B
R
F P
PROFILE OF SUWANNEE AVE
1" = 5' - 0"
PLAN OF SUWANNEE AVE
1" = 50' - 0"
M
A
T
A
S
E
E
T
C
T
M
A
T
S
E
HORIZONTAL VERTICAL
0 50 100 150
1" = 50' - 0"
0 5 10 15
1" = 5' - 0"
0 50 100 150
1" = 50' - 0"
SHEET KEYNOTES
1. DB CONTRACTOR SHALL BE RESPONSIBLE FOR TYING INTO ALL
ADJACENT SITE ELEVATIONS AND ACCESS CONNECTIONS.
2. DB CONTRACTOR SHALL COORDINATE ROADWAY CONSTRUCTION WITH
ADJACENT UTILITIES.
3. DB CONTRACTOR SHALL SAW CUT THE LIMITS OF PAVEMENT TO BE
REMOVED AND PROTECT EDGES FROM DAMAGE IN AREAS OF
ADJACENT PAVEMENT TO REMAIN. ANY DAMAGE TO THE SAW CUT LINE
SHALL REQUIRE THE DB CONTRACTOR TO RE-SAW CUT A NEW LINE
BEFORE PLACEMENT OF NEW PAVEMENT.
4. REFER TO LANDSCAPE DRAWINGS FOR ROUNDABOUT LANDSCAPING
DESIGN DETAILS.
5. PROFILE CONTROLLED BY ROUNDABOUT.
6. SUWANNEE AVE AND LOUISIANA AVE ROUNDABOUT INSCRIBED
DIAMETER 185'.
CT162
P L
O
F I L
E
S U
W A
N N
E
N
SEE SHEET CT133
SEE SHEET CT133
3. REFER TO SHEET V-14H FOR EXISTING CONDITIONS AND SHEET CD14H
FOR DEMOLITION.
MAX. 20.0' 2.0' 12.0'
LANE
12.0'
LANE
2.0' MAX. 18.0'
88.0'
28.0' - 40.0'
2% 2%
10.0'
2%
0 - 12.0'
LANE
2%
L I M
I T
S
O
F
R
O A
D W
A Y
C O
N S
T R
U C
T I O
N
L I M
I T
S
O
F
R
O A
D W
A Y
C O
N S
T R
U C
T I O
N
Y
P
A
X
Y
P
A
X
TYPE F CURB & GUTTER
CONCRETE RIBBON CURB
ASPHALT MILL & OVERLAY
ASPHALT SHARED USE PATH
ASPHALT WIDENING
ROADWAY BASE
EXIST. ROADWAY BASE TO REMAIN
PGL
EXISTING GRADE (TYP.)
2.0' 12.0'
LANE
12.0'
LANE
2.0'
28.0'
2% 2%
91.0'
L I M
I T
S
O
F
R
O A
D W
A Y
C O
N S
T R
U C
T I O
N
L I M
I T
S
O
F
R
O A
D W
A Y
C O
N S
T R
U C
T I O
N
MAX. 18.0' 10.0'
2%
2%
Y
P
A
X
10.0' 22.0'
DESIGNATED FUTURE MULTI MODAL PATH
2%
2%
32.0'
Y
P
A
X
3.0'
TYPE F CURB & GUTTER
CONCRETE RIBBON CURB
ASPHALT MILL & OVERLAY
EXIST. ROADWAY BASE TO REMAIN
PGL
ASPHALT SHARED USE PATH
EXISTING GRADE (TYP.)
ASPHALT SHARED USE PATH
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
GENERAL SHEET NOTES
L A
L A
J W
J A
C O
B S
X
D
W
R
X L W
U
A M
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
C I V
A
N S
P O
R T
A T
I O
N
M E
F
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
1. REFER TO PLAN AND PROFILE SHEETS FOR ROADWAY LANES, TURNING
MOVEMENTS, AND LIMITS OF ROADWAY CONSTRUCTION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE
PAVEMENT SECTION FOR ALL ROADWAYS, INCLUDING SIDEWALK,
FOLLOWING THE GUIDANCE FOUND IN UFC 3-250-01.
3. TIE INTO ADJACENT SITES AS DEFINED BY THE LIMITS OF ROADWAY
CONSTRUCTION.
4. VERIFY EXISTING GROUND SURFACE TO DETERMINE ROADSIDE SLOPE
CONDITIONS.
5. PRELIMINARY LIMITS OF CONSTRUCTION VARY. SEE GRADING SHEETS.
GENERAL SHEET NOTES
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
AMENDMENT NO. 0002
R T
A
D
B
R
F P
SHEET KEYNOTES SHEET KEYNOTES
1. REFER TO LANDSCAPING SHEETS FOR LANDSCAPE DETAILS.
2. REFER TO SHEET CT501 FOR DETAILS
CT320
T Y
P I C
C
T I O
N S
S U
W A
N N
E
SUWANNEE AVE
TYPICAL ROADWAY SECTION
STA. 229+50 TO STA. 234+50
N.T.S.
REFER TO SHEET CT322 FOR ROUNDABOUT TYPICAL SECTION STA. 232+50 TO STA. 237+50
SUWANNEE AVE
TYPICAL ROADWAY SECTION
STA. 217+00 TO STA. 223+55 *
STA. 223+55 TO STA. 229+50
N.T.S.
REFER TO SHEET CT322 FOR ROUNDABOUT TYPICAL SECTION STA. 214+00 TO STA. 218+20
20.0' - 30.0' 2.0' 12.0'
LANE
12.0'
LANE
MAX 20.0'2.0'
28.0'
78.0' - 88.0'
2% 2%
10.0'
2%
2%
2%
L I M
I T
S
O
F
R
O A
D W
A Y
C O
N S
T R
U C
T I O
N
L I M
I T
S
O
F
R
O A
D W
A Y
C O
N S
T R
U C
T I O
N
1 1
Y
P
A
X
Y
P
A
X
EXIST. CURB TO REMAIN
ASPHALT SHARED USE PATH
PGL
EXISTING GRADE (TYP.)
ASPHALT MILL & OVERLAY
EXIST. ROADWAY BASE TO REMAIN
EXIST. CURB TO REMAIN
1 1
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
GENERAL SHEET NOTES
L A
L A
J W
J A
C O
B S
X
D
W
R
X L W
U
A M
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
C I V
A
N S
P O
R T
A T
I O
N
M E
F
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
1. REFER TO PLAN AND PROFILE SHEETS FOR ROADWAY LANES, TURNING
MOVEMENTS, AND LIMITS OF ROADWAY CONSTRUCTION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE
PAVEMENT SECTION FOR ALL ROADWAYS, INCLUDING SIDEWALK,
FOLLOWING THE GUIDANCE FOUND IN UFC 3-250-01.
3. TIE INTO ADJACENT SITES AS DEFINED BY THE LIMITS OF ROADWAY
CONSTRUCTION.
4. VERIFY EXISTING GROUND SURFACE TO DETERMINE ROADSIDE SLOPE
CONDITIONS.
5. PRELIMINARY LIMITS OF CONSTRUCTION VARY. SEE GRADING SHEETS.
GENERAL SHEET NOTES
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
AMENDMENT NO. 0002
R T
A
D
B
R
F P
SHEET KEYNOTES SHEET KEYNOTES
1. REFER TO LANDSCAPING SHEETS FOR LANDSCAPE DETAILS.
CT321
T Y
P I C
C
T I O
N S
S U
W A
N N
E
SUWANNEE AVE
TYPICAL ROADWAY SECTION
STA. 234+50 TO END
N.T.S.
B
C
B
C
P
C
P
C
P
C
P
RO
ADW
AY
CO
N
STRU
CTIO
N
LIM
IT
C
E
E
O
D
(B Y
O T
H E
R S
- Z O
N E
X
X
X
X
X
X
X
X
S
T
S
T
S
T
D
D
D
D
D
C O
C O
C O
C O
C O
C O
C O
C
O
C
O
C
O
D
C O
C O
C O
C O
C O
C O
C O
D
D D
D
Z E
Z E
Z E
Z E
Z E
Z E
Z4E
Z4E
Z4E
Z
E
Z E
Z E
Z E
Z4E
Z4E
Z
E
Z
E
Z E
Z E
Z E
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z05
Z05
Z
Z05
Z
Z
Z
5Z
Z
Z
Z
Z
Z
Z05
Z05
Z
Z
Z
Z
Z
Z
Z
Z05
Z05
Z
Z
C B
C
B
C
B
C
B
C
B
C
B
D
C
B
C
B
C B
S
D
S
D
S
D
S D
S
D
S
D
S
D
S
D
S
D
156+62.0
149+00
150+00
151+00
153+00
154+00
155+00
156+00
C B
℄ LOUISIANA AVE (PGL)
℄ SUWANNEE AVE (PGL)
LIMITS OF ROADWAY
CONSTRUCTION (TYP.)
LIMITS OF ROADWAY
CONSTRUCTION (TYP.)
LIMITS OF ROADWAY
CONSTRUCTION (TYP.)
LIMITS OF ROADWAY
CONSTRUCTION (TYP.)
ZONE 5 LIMIT
BY OTHERS (TYP.)
℄ TENNESSEE AVE (PGL)
ZONE 5 LIMIT
BY OTHERS (TYP.)
ZONE 4E LIMIT
BY OTHERS (TYP.)
M A
T C
H
L I N
E
S
T A
S E
E
S
H E
CG133
G R
A D
I N
G
P
L A
N
L O
U I S
I A
E
N
SHEET KEYNOTES
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
KEY PLAN
N.T.S.
GENERAL SHEET NOTES
TRANSPORTATION LEGEND
1. SEE SHEET CT001 FOR TRANSPORTATION GENERAL NOTES AND
LEGEND.
2. REFER TO TYPICAL SECTIONS SHEETS FOR CROSS SECTION DETAILS.
3. PROPOSED AND EXISTING DRIVEWAYS (TURNOUTS) HORIZONTAL
GEOMETRY ARE DESIGNED TO THE BEST INFORMATION AVAILABLE.
VERTICAL GEOMETRY IS NOT MODELED. CONTRACTOR TO VERIFY
INFORMATION SHOWN ON PLANS AND CONFIRM ALL DRIVEWAYS
(TURNOUTS) ARE DESIGN AD CONSTRUCTED TO MEET ACCESS
REQUIREMENTS.
ASPHALT MILL AND OVERLAY
ASPHALT PAVING
UTILITY CORRIDOR
CONCRETE SIDEWALK /
ASPHALT SHARED USE PATH
MULTIMODAL SPINE
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
L A
L A
J W
J A
C O
B S
X
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
D
W
R
X L W
U
A M
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
C I V
A
N S
P O
R T
A T
I O
N
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
M E
F
5S
AMENDMENT NO. 0002
R T
A
D
B
R
F P
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
GRADING PLAN OF LOUISIANA AVE
1" = 50' - 0"
0 50 100 150
1" = 50' - 0"
4. REFER TO SHEET V-14H FOR EXISTING CONDITIONS AND SHEET CD14H
FOR DEMOLITION.
W
W
W
W
S D
S
D
SD
SD
S
D
S
D
C
B
CB
CB
C
B
CB
C
B
C
B
C
C
E
A
D
M
IN
(B
Y
O
T
H
E
R
S
- Z
O
N
E
E
I
L
D
I
N
G
H
E
O
)F
D
D
D
D
D
D
D
D
D
D
D
D
D
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
D
C
O
C
O
C
O
C
O
C
O
C
O
C
O
D
D
D
D
D
C
O
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
2 2
C
B
D
C
B
C
B
C
B
C
B
D
C
B
C
B
C
B
S
D
S
D
S
D
S
D
S
D
S D
S D
S
D
S
D
D
S D
℄ MULTI MODAL SPINE 3 (PGL)
LIMITS OF ROADWAY
CONSTRUCTION (TYP.)
LIMITS OF ROADWAY
CONSTRUCTION (TYP.)
ZONE 5 LIMIT
BY OTHERS (TYP.)
ZONE 8 LIMIT
BY OTHERS (TYP.)
ZONE 4E LIMIT
BY OTHERS (TYP.)
℄ LOUISIANA AVE (PGL)
ZONE 4E LIMIT
BY OTHERS (TYP.)
℄ SUWANNEE AVE (PGL)
SHEET KEYNOTES
M A
T C
H
L I N
E
S
T A
S E
E
S
H E
CG149
M U
L T
I
M
O D
I N
E
G R
A D
I N
G
P
L A
N
N
M A
T C
H
L I N
E
S E
E
S
H E
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
KEY PLAN
N.T.S.
GENERAL SHEET NOTES
TRANSPORTATION LEGEND
1. SEE SHEET CT001 FOR TRANSPORTATION GENERAL NOTES AND
LEGEND.
2. REFER TO TYPICAL SECTIONS SHEETS FOR CROSS SECTION DETAILS.
3. PROPOSED AND EXISTING DRIVEWAYS (TURNOUTS) HORIZONTAL
GEOMETRY ARE DESIGNED TO THE BEST INFORMATION AVAILABLE.
VERTICAL GEOMETRY IS NOT MODELED. CONTRACTOR TO VERIFY
INFORMATION SHOWN ON PLANS AND CONFIRM ALL DRIVEWAYS
(TURNOUTS) ARE DESIGN AD CONSTRUCTED TO MEET ACCESS
REQUIREMENTS.
ASPHALT MILL AND OVERLAY
ASPHALT PAVING
UTILITY CORRIDOR
CONCRETE SIDEWALK /
ASPHALT SHARED USE PATH
MULTIMODAL SPINE
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
L A
L A
J W
J A
C O
B S
X
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
D
W
R
X L W
U
A M
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
C I V
A
N S
P O
R T
A T
I O
N
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
M E
F
5S
AMENDMENT NO. 0002
R T
A
D
B
R
F P
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
GRADING PLAN OF MULTI MODAL SPINE 3
1" = 50' - 0"
0 50 100 150
1" = 50' - 0"
4. REFER TO SHEETS V-13H AND V-14H FOR EXISTING CONDITIONS AND
SHEETS CD13H, AND CD14H FOR DEMOLITION.
E
I
L
D
I
N
G
H
E
O
F F
L
.5
Z
Z
Z
Z08
Z08
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z
E
Z4E
Z4E
Z4E
Z
E
Z
E
Z
E
Z
E
Z E
Z E
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
226+00
227+00
℄ MULTI MODAL SPINE 03 (PGL)
℄ SUWANNEE AVE (PGL)
PEDESTRIAN FIXTURE (TYP.)
MULTI-MODAL PEDESTRIAN
FIXTURE
CE EOD
(BY OTHERS - ZONE 5)
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Z E
Z E
Z
E
Z E
Z E
Z 4E
Z
E
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
Z
233+00
234+00
235+00
℄ LOUISIANA AVE (PGL)
PEDESTRIAN FIXTURE (TYP.)
ROADWAY FIXTURE (TYP)
℄ SUWANNEE AVE (PGL)
PEDESTRIAN FIXTURE (TYP.)
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
J A
C O
O
J E
M
B E
R
C A
D D
C O
KEY PLAN
N.T.S.
GENERAL LIGHTING NOTES
LIGHTING LEGEND
1. THE DB CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
UTILITIES AND SHALL MAKE ADJUSTMENTS AS NEEDED TO
AVOID EXISTING AND PROPOSED UTILITIES.
2. THE DB CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL
BUILDINGS SITES AND SHALL MAKE ADJUSTMENTS AS NEEDED
TO AVOID EXISTING AND PROPOSED BUILDINGS LOCATIONS.
3. THE DB CONTRACTOR SHALL BE RESPONSIBLE FOR THE
DESIGN AND INSTALLATION OF THE PEDESTRIAN, ROADWAY,
MULTI-MODAL, AND UTILITY CORRIDOR LIGHTING. LIGHTING
DESIGN SHALL FOLLOW THE CRITERIA SET IN APPLICABLE
SECTIONS OF THE 01 10 10 SECTION OF THE DESIGN BUILD RFP.
4. DB CONTRACTOR TO PROTECT IN PLACE ALL EXISTING LIGHT
POLES TO REMAIN
J K
P N
J W
J A
C O
B S
X
M O
B I L E
A
L
S
A I N
T
J O
S E
R
E E
T
M O
B I
S
T R
I C
T
AMENDMENT NO. 0009
D
W R
X L W
U
C I V
P R
O V
E M
E N
T S
S I T
E
D
E V
E L O
P M
E N
T
U
T I L I T
I E
S
A
M
O
P
H A
S E
S
F Y
Z
O N
E
I N
F R
A S
T R
U C
T U
N
E
T Y
N D
A L L
A
R
S
E
M E
F
EXISTING LIGHTING POLE
EXISTING LIGHTING POLE TO BE REMOVED AND RELOCATED
NEW ROADWAY LIGHTING POLE
RELOCATED ROADWAY LIGHTING POLE
PEDESTRIAN LIGHTING POLE
SHEET KEYNOTES
R T
A
D
B
R
F P
A M
E N
D M
E N
T
N
O
A
D D
A
W I N
G S
A M
E N
D M
E N
T
N
O
R
E V
I S
K
Y
N O
T E
S
T
A
S
E
M
A T
N
E
S
T A
S E
E
A
B O
V E
LIGHTING PLAN OF SUWANNEE AVE
1" = 50' - 0"
LIGHTING PLAN OF SUWANNEE AVE
1" = 50' - 0"
M
A
T
A
S
L
O
W
M
A
T
S
E
CI732
S U
W A
N N
E
L I G
H T
I N
G
P
L A
N
0 50 100 150
1"=50'-0"
0 50 100 150
1"=50'-0"
N
N
FLIGHTLINE
1. NOT USED
2. NOT USED
3. NOT USED
4. NOT USED
SUPPORT
5. ROADWAY (2 LANE)-20' POLE 4' ARM - AEL/ATB2(80W)AMBER(R3)
6. NOT USED
7. PEDESTRIAN (SIDEWALK/SHARED USE)-10' POLE 0' ARM - EATON/ARB
(24W)AMBER(T2)
8. MULTIMODAL PEDESTRIAN-10' POLE 0' ARM - EATON/ARB
(24W)AMBER(T2)
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SCALE:
H
C
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M
M
C
O
M
M
COMM
C
O
M
M
C
O
M
M
C
O
M
M
C O
M M
C O
M
M
C O
M
M
C
O
M
M C
O M
M
C O
M M
C O
M M
C O
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