W912ES-18-B-0011_PLANS_FULL.pdf
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| File | Type | Posted |
|---|---|---|
| Bid_Abstract_W912ES18B0011.pdf | ||
| W912ES18B0011_Amend_2.pdf | ||
| W912ES-18-B-0011_Amendment_001.pdf | ||
| W912ES-18-B-0011_SPECS.PDF | ||
| W912ES-18-B-0011_PLANS_HALF.pdf |
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LAKE ASHTABULA
B
D P
R
G -0
.d g n
T S
U L L
Y
/0
/3
D P
F
D P
F
N P
G
G-002
/3
/2
:5
A N
S I
D
B A
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H
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P
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IN
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P S O
F E
N G
IN
E E
R S
A N
D D
R A
W
IN
G I
N D
E X
0 10000'5000'
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
ST. PAUL
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
MINNEAPOLIS
L/D LOCK AND DAM
S O U R
IS
R
DEVIL'S
LAKE
R E D
R
IV
E R
O F
T H E
N O R T H
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
GRAND RAPIDS
LEECH
LAKE
MILLE
LACS
LAKEM
IS
S
IS
S
IP
P
IR.
S T C
ROI
X R .
LAKE
PEPIN
M
INNE
S
OTA
RIVER
BIGSTONE
LAKE
LAKE
TRAVERSE
ST.CLOUD
WIS
CONSIN R.
LAKE SUPERIOR
LEGEND
LOCATION MAP
LAKE
ASHTABULA
SHEYENNE
R.
DARLING
LAKE
FORKS
GRAND
EAU CLAIRE
MADISON
PORTAGE
CH
IP
P E W A
R
CITY
VALLEY
NOT TO SCALE
N
DESCRIPTION
NO.
DWG.
INDEX OF DRAWINGS - CONSTRUCTION
FILE NAME
DWG. NO.
AS-BUILT
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
N A
D
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
8 1
B
.9
OPERATIONS AREA
BALDHILL DAM
RECREATION AREA
MEL RIEMAN
RECREATION AREA
EGGERTS LANDING
CROSSING
EAST ASHTABULA
CROSSING
WEST ASHTABULA
LANDING
SIBLEY
VALLEY CITY, ND
NORTH DAKOTA
N
1" =5000'
A1
SCALE:
BALDHILL DAM AND LAKE ASHTABULA
VICINITY MAP
F L O
W
L/D 10
L/D 9
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
C A N A D A
S.A.F. L/D'S
PROJECT
LOCATION
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
MICHIGAN
W E
S
B
V
IC
IN
IT
Y M
A P L
O C
A T
IO
N M
A P
C-503
C-502
C-501
C-107
C-106
C-105
C-104
C-103
C-102
C-101
G-002
G-001
BD18PR_C-503---.DGN
BD18PR_C-502---.DGN
BD18PR_C-501---.DGN
BD18PR_C-107---.DGN
BD18PR_C-106---.DGN
BD18PR_C-105---.DGN
BD18PR_C-104---.DGN
BD18PR_C-103---.DGN
BD18PR_C-102---.DGN
BD18PR_C-101---.DGN
BD18PR_G-002---.DGN
BD18PR_G-001---.DGN
DETAILS - PARKING PAVEMENT MARKINGS
DETAILS - BITUMINOUS REPAIRS
DETAILS
SITE MAP - OPTION 5 - SIBLEY LANDING
SITE MAP - OPTION 4 - WEST ASHTABULA CROSSING
SITE MAP - OPTION 3 - EAST ASHTABULA CROSSING
SITE MAP - OPTION 2 - EGGERTS LANDING RECREATION AREA
SITE MAP - OPTION 1 - MEL RIEMAN RECREATION AREA
SITE MAP - BASE BID - MEL RIEMAN RECREATION AREA
SITE MAP - BASE BID - BALDHILL DAM OPERATIONS AREA
VICINITY MAP, LOCATION MAP AND DRAWING INDEX
COVER SHEET
S O
L
IC
IT
A T
IO
N N
O
F
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A M
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D W
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D B
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P L
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C A
L E
P L
O T D
A T
E
D A
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M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
ENTRANCE ROAD
ACCESS ROAD
BALDHILL DAM
MAIN ROAD
MORTON BUILDING
OFFICE BUILDING
BALDHILL DAM OPERATIONS AREA
RAMP
ACCESS
SHEET C-501.
MAKE REPAIRS PER DETAIL C1,
C-502 FOR DIMENSIONS.
SEE DETAILS C1 AND C3, SHEET
BITUMINOUS REPAIR
SHEET C-501
SEE DETAIL B1,
3" BITUMINOUS APRON
/3
/2
A N
S I
D
B A
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B
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U L L
Y
/0
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A
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C-101
B D
P
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C -1
.d g n
LAKE ASHTABULA
S H
E Y
E N
N E R
IV
E R th A
V E . S
E
TO VALLEY CITY, ND
T O M
A
IN
R
O A D
GENERAL NOTES
LEGEND
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
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D
IN
A T
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Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
N
200'0 100'
F L
O W
W E
S
B
= BITUMINOUS APRON
REPAIR
= BITUMINOUS SEAL COAT AND CRACK
IT
E M
A P B
A S
E B
ID
1" = 100'
A1
SCALE:
BALDHILL DAM OPERATIONS AREA
SITE MAP - BASE BID
STARTING THE REPAIRS.
WITH THE CONTRACTING OFFICER PRIOR TO
APPROXIMATE AND ARE TO BE COORDINATED
2. THE LIMITS OF THE BITUMINOUS REPAIR ARE
PAVEMENT REPAIR AREAS EXCEPT WHERE NOTED.
AREAS, IF NEEDED. WORK IS NOT TO EXCEED THE
OFFICER FOR PERSONAL PARKING AND STAGING
CONTRACTOR TO COORDINATE WITH CONTRACTING
THE WORK AREAS SHOWN ON THE DRAWINGS.
INCLUDING STAGING AND STORAGE TO WITHIN
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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IG
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N
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D A
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®of Engineers
US Army Corps of Engineers
US Army Corps
PARKING LOT
DOCK RAMP AND
LOT
PARKING
MAIN
PARKING LOT
COMFORT STATION AND
CAMPSITES
CAMPSITES
/2
A N
S I
D
B A
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A M
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U R
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B
T S
U L L
Y
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D P
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D P
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C R
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N A
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A
M E
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M A
N
C-102
B D
P
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C -1
.d g n
N
400'0 200'
LAKE ASHTABULA
GENERAL NOTES
LEGEND
REPAIR.
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
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A C
T O
R
C F
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O
ID
RECREATION AREA
MEL RIEMAN
T O M
A
IN
R
O A
D
W E
S
B
S
IT
E M
A P B
A S
E B
ID
1" = 200'
A1
SCALE:
MEL RIEMAN RECREATION AREA
SITE MAP - BASE BID
STARTING THE REPAIRS.
WITH THE CONTRACTING OFFICER PRIOR TO
APPROXIMATE AND ARE TO BE COORDINATED
2. THE LIMITS OF THE BITUMINOUS REPAIR ARE
PAVEMENT REPAIR AREAS EXCEPT WHERE NOTED.
AREAS, IF NEEDED. WORK IS NOT TO EXCEED THE
OFFICER FOR PERSONAL PARKING AND STAGING
CONTRACTOR TO COORDINATE WITH CONTRACTING
THE WORK AREAS SHOWN ON THE DRAWINGS.
INCLUDING STAGING AND STORAGE TO WITHIN
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
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4 5
A
B
M A
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D A
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IP
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N
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N T
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C T N
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
DOCK RAMP AND
LOT
PARKING
MAIN
PARKING LOT
COMFORT STATION AND
CAMPSITES
CAMPSITES
ACCESS TO DAM
PARKING LOT
SPURS AND
SEE DETAILS C1 AND C3, SHEET C-503
PARKING PAVEMENT MARKINGS
MAKE REPAIRS PER DETAIL C1, SHEET C-501
SEE DETAIL A1, SHEET C-502 FOR DIMENSIONS
BITUMINOUS REPAIR
P
R
C -1
.d g n
N
400'0 200'
LAKE ASHTABULA
GENERAL NOTES
LEGEND
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
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D
IN
A T
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IN
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C F
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MEL RIEMAN
T O M
A
IN
R
O A
D
W E
S
B
S
IT
E M
A P O
P T
IO
N
/3
/2
A N
S I
D
B A
L D
H
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L D
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U R
V E
Y F
T
N A
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B
T S
U L L
Y
/0
/3
D P
F
D P
F
N P
G
R E
C R
E A
T
IO
N A
R E
A
M E
L R
IE
M A
N
C-103
1" = 200'
A1
SCALE:
MEL RIEMAN RECREATION AREA
SITE MAP - OPTION 1
STARTING THE REPAIRS.
WITH THE CONTRACTING OFFICER PRIOR TO
APPROXIMATE AND ARE TO BE COORDINATED
2. THE LIMITS OF THE BITUMINOUS REPAIR ARE
PAVEMENT REPAIR AREAS EXCEPT WHERE NOTED.
AREAS, IF NEEDED. WORK IS NOT TO EXCEED THE
OFFICER FOR PERSONAL PARKING AND STAGING
CONTRACTOR TO COORDINATE WITH CONTRACTING
THE WORK AREAS SHOWN ON THE DRAWINGS.
INCLUDING STAGING AND STORAGE TO WITHIN
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
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F
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N
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
AND BOAT RAMP
MAIN PARKING LOT
SEE DETAIL A1, SHEET C-503
PARKING PAVEMENT MARKINGS
/2
A N
S I
D
B A
L D
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IL
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B
T S
U L L
Y
/0
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D P
F
D P
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C-104
B D
P
R
C -1
.d g n
N
200'0 100'
GENERAL NOTES
LEGEND
E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
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T E
M
H O
R
IZ
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T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
RECREATION AREA
EGGERTS LANDING
LAKE ASHTABULA
RECREATION AREA
EGGERTS LANDING
W E
S
B
S
IT
E M
A P O
P T
IO
N
1" = 100'
A1
SCALE:
EGGERTS LANDING RECREATION AREA
SITE MAP - OPTION 2
PAVEMENT REPAIR AREAS EXCEPT WHERE NOTED.
AREAS, IF NEEDED. WORK IS NOT TO EXCEED THE
OFFICER FOR PERSONAL PARKING AND STAGING
CONTRACTOR TO COORDINATE WITH CONTRACTING
THE WORK AREAS SHOWN ON THE DRAWINGS.
INCLUDING STAGING AND STORAGE TO WITHIN
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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D E
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IP
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N
C O
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R A
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®of Engineers
US Army Corps of Engineers
US Army Corps
MAIN PARKING LOT
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IT
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IO
N N
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A M
E
D W
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IO
N
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R A
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®of Engineers
US Army Corps of Engineers
US Army Corps
/2
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F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
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A R
M Y C
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F E
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IN
E E
D
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
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.9
B
T S
U L L
Y
/0
/3
D P
F
D P
F
N P
G
E A
S T A
S H
T A
B U
L A C
R O
S S
IN
G
C-105
B D
P
R
C -1
.d g
100'0 50'
118th AVE. SE
N
GENERAL NOTES
LEGEND
LAKE ASHTABULA
L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
EAST ASHTABULA CROSSING
W E
S
B
S
IT
E M
A P O
P T
IO
N
1" = 50'
B1
SCALE:
EAST ASHTABULA CROSSING
SITE MAP - OPTION 3
PAVEMENT REPAIR AREAS EXCEPT WHERE NOTED.
AREAS, IF NEEDED. WORK IS NOT TO EXCEED THE
OFFICER FOR PERSONAL PARKING AND STAGING
CONTRACTOR TO COORDINATE WITH CONTRACTING
THE WORK AREAS SHOWN ON THE DRAWINGS.
INCLUDING STAGING AND STORAGE TO WITHIN
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
COMPACT.
AT END OF ROAD. SHAPE AND
SURFACE COURSE, CLASS 5
PLACE 5 TON OF AGGREGATE
/2
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T H R
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IN
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A R
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P S O
F E
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IN
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D
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E -U .S S
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V E
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U L L
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/0
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F
D P
F
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G
W E
S T A
S H
T A
B U
L A C
R O
S S
IN
G
C-106
B D
P
R
C -1
.d g
118th AVE. SE
N
40'10'0 20'
GENERAL NOTES
LAKE ASHTABULA
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
W E
S
B
S
IT
E M
A P O
P T
IO
N
1" = 20'
B1
SCALE:
WEST ASHTABULA CROSSING
SITE MAP - OPTION 4
LEGEND
= AGGREGATE SURFACE COURSE
PAVEMENT REPAIR AREAS EXCEPT WHERE NOTED.
AREAS, IF NEEDED. WORK IS NOT TO EXCEED THE
OFFICER FOR PERSONAL PARKING AND STAGING
CONTRACTOR TO COORDINATE WITH CONTRACTING
THE WORK AREAS SHOWN ON THE DRAWINGS.
INCLUDING STAGING AND STORAGE TO WITHIN
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
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B E
R
S
IZ
E
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B M
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D B
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C A
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P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
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N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
PARKING LOTSEE DETAIL A1, SHEET C-501
BITUMINOUS OVERLAY
/2
A N
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B A
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H
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P
A V
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B A
L D
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L L E
Y C
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N D
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D R
IV
E R O
F T
H E N
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T H R
IV
E R B
A S
IN
S T P
A U
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IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
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IN
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D
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E -U .S S
U R
V E
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U L L
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/0
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S
IB
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Y L
A N
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C-107
B D
P
R
C -1
.d
N
40'10'0 20'
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
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T E
M
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IZ
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T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
GENERAL NOTES
LEGEND
= 3" BITUMINOUS OVERLAY (2 LIFTS)
LAKE ASHTABULA
14TH STREET SE
W E
S
B
S
IT
E M
A P O
P T
IO
N
1" = 20'
B1
SCALE:
SIBLEY LANDING
SITE MAP - OPTION 5
PAVEMENT REPAIR AREAS EXCEPT WHERE NOTED.
AREAS, IF NEEDED. WORK IS NOT TO EXCEED THE
OFFICER FOR PERSONAL PARKING AND STAGING
CONTRACTOR TO COORDINATE WITH CONTRACTING
THE WORK AREAS SHOWN ON THE DRAWINGS.
INCLUDING STAGING AND STORAGE TO WITHIN
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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S
IG
N E
D B
Y
D E
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R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
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F
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B E
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D B
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P L
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C A
L E
P L
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D A
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M A
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D E
S C
R
IP
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N
C O
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R A
C T N
O
D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
2.0% MIN.
BITUMINOUS TACK COAT
(THICKNESS VARIES)
EXISTING BITUMINOUS PAVEMENT
COURSE CLASS 5
AGGREGATE SURFACECOURSE CLASS 5
AGGREGATE SURFACE
WEARING COURSE MIXTURE
1 1/2" - NDDOT SUPERPAVE, FAA 42
3'
3'
COAT ON VERTICAL EDGE
PLACE BITUMINOUS TACK
WEARING COURSE MIXTURE
1 1/2" - NDDOT SUPERPAVE, FAA 42
WEARING COURSE MIXTURE
1 1/2" - NDDOT SUPERPAVE, FAA 42
BITUMINOUS TACK COAT
THICKNESS UNKNOWN
EXISTING BITUMINOUS
PLACEMENT
TO BITUMINOUS
SUBGRADE PRIOR
COMPACT GRAVEL
SHAPE AND COMPACT.
OFFICER, ON ROAD TO THE NORTHEAST,
WHERE DIRECTED BY CONTRACTING
REMOVE 3" OF EXISTING GRAVEL, PLACE
OF PATCH
SAWCUT EDGES
REMOVE EXISTING BITUMINOUS
OF PATCH
SAWCUT EDGES
BITUMINOUS VARIES
THICKNESS OF EXISTING
FULL DEPTH OF BITUMINOUS
ELASTIC TYPE JOINT AND CRACK FILLER,
HOT POURED, EXTRA LOW MODULUS,
EXISTING CRACK WIDTH VARIES
SURFACES.
TACK COAT ON ALL HORIZONTAL
BITUMINOUS. APPLY BITUMINOUS
AND CRACKS. FULL DEPTH OF
PROVIDE A MIXTURE FOR JOINTS
EXISTING CRACK WIDTH VARIES
GRAVEL ROAD
EXISTING
FAA 42 WEARING COURSE MIXTURE
PLACE BITUMINOUS PATCH USING NDDOT SUPERPAVE,
WEARING COURSE MIXTURE
1 1/2" - NDDOT SUPERPAVE, FAA 42
M
IN
36" MIN.
(INCIDENTAL)
COAT ON EDGES
BITUMINOUS TACK
(INCIDENTAL)
COAT ON EDGES
BITUMINOUS TACK
/2
N .T .S
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N D
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IN
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IN
N E
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A R
M Y C
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P S O
F E
N G
IN
E E
R S
T S
U L L
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/0
/3
D P
F
D P
F
N P
G
D E
T A
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S
C-501
B D
P
R
C -5
.d
TO PLACING CRACK FILLER.
2. CLEAN CRACK OF DEBRIS AND VEGETATION PRIOR
WHERE SETTLEMENT HAS OCCURED BY THE CRACK.
1. FOR USE ON CRACKS WIDER THAN 3/4" OR WHERE
NOTE:
TO PLACING CRACK FILLER.
1. CLEAN CRACK OF DEBRIS AND VEGETATION PRIOR
NOTE:
2. BITUMINOUS PATCH THICKNESS TO MATCH EXISTING PAVEMENT THICKNESS.
1. SHAPE AND COMPACT EXISTING GRAVEL BASE PRIOR TO PLACEMENT OF BITUMINOUS PATCH.
NOTE:
W E
S
B
B1
N. T. S.
C-101
SCALE:
3" BITUMINOUS APRON
N. T. S.
C3
TYPE 2 - CRACK REPAIR (> 3/4 INCH)
D5
TYPE 1 - CRACK
C5
TYPE 2 - CRACK
B5
TYPE 2 - CRACK
A1
SCALE:
SIBLEY LANDING
BITUMINOUS OVERLAY
N. T. S.
D3
TYPE 1 - CRACK REPAIR (1/8 - 3/4 INCH)
C1
BITUMINOUS REPAIR
B3
HANDICAP PARKING SYMBOL
COLOR OF SYMBOL = YELLOW
WIDTH OF SYMBOL LINES = 4"
E L E
V A
T
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N D
A T
U M
V E
R T
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A L C
O N
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O L
C O
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D
IN
A T
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Y S
T E
M
H O
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O N
T A
L C
O N
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C O
M B
IN
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A C
T O
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C F
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D
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N A
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B
S O
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IC
IT
A T
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N N
O
F
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A M
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D W
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C K
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IG
N E
D B
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N
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2 3
C
4 5
A
B
M A
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A P
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F
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M A
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D E
S C
R
IP
T
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N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
MAIN ACCESS ROAD
OFFICE BUILDING
OPERATION AREA
BALDHILL DAM
MAIN ACCESS ROAD
TO MORTON BUILDING
ACCESS ROAD
COMFORT STATION
10' x 30' BITUMINOUS REPAIR
5' x 5' BITUMINOUS REPAIR 17' x 33' BITUMINOUS REPAIR
35' x 2' BITUMINOUS REPAIR
20' x 30' BITUMINOUS REPAIR
/2
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IN
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IN
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B
B D
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C -5
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E L E
V A
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IN
A T
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M
H O
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O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
N
40'10'0 20'
GENERAL NOTES
N
40'10'0 20'
N
40'10'0 20'
PARKING LOT
T S
U L L
Y
/0
/3
D P
F
D P
F
N P
G
C-502
LEGEND
= BITUMINOUS REPAIR
W E
S
B
1" = 20'
C1
SCALE:
BALDHILL DAM - OPERATIONS AREA OFFICE BUILDING
BITUMINOUS REPAIR ON PARKING LOT - BASE BID
1" = 20'
C3
SCALE:
BALDHILL DAM - ENTRANCE TO MORTON BUILDING
BITUMINOUS REPAIR ON ENTRANCE - BASE BID
1" = 20'
A1
SCALE:
MEL RIEMAN - COMFORT STATION PARKING LOT
BITUMINOUS REPAIR ON PARKING LOT - OPTION 1
BITUMINOUS REPAIR.
3. SEE PATCH DETAIL C1 ON SHEET C-501 FOR ALL
WORK.
WITH THE CONTRACTING OFFICER PRIOR TO START OF
2. THE FINAL PATCH LOCATIONS ARE TO BE COORDINATED
PAVEMENT REPAIR AREAS EXCEPT WHERE NOTED.
AREAS, IF NEEDED. WORK IS NOT TO EXCEED THE
OFFICER FOR PERSONAL PARKING AND STAGING
CONTRACTOR TO COORDINATE WITH CONTRACTING
THE WORK AREAS SHOWN ON THE DRAWINGS.
INCLUDING STAGING AND STORAGE TO WITHIN
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
B
IT
U M
IN
O U
S R
E P
A
IR
S
D E
T A
IL
S
S O
L
IC
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IO
N N
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F
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A M
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D W
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D B
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D E
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D
2 3
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C A
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P L
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D A
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M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
BOAT RAMP
BOAT RAMP
7' TYPICAL
18' x 9'
36' x 9'
18' x 9'
5' TYPICAL
40' X 10'
10'
20' X 10'
40' X 12'
18'
18'
18' 1
HANDICAP SYMBOL, TYPICAL
STATION
COMFORT
2 FOOT ON CENTER
14' X 10' STRIPING
26' X 13'
HATCHED AREA
2 FOOT ON CENTER
14' X 10' STRIPING
20' X 10'
HANDICAP SYMBOL, TYPICAL
WHERE INDICATED
PAINT "NO PARKING"
NO P
ARKING
E
V A
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N D
A T
U M
V E
R T
IC
A L C
O N
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D
IN
A T
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T E
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IN
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C F
G E
O
P
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C -5
.d g n
N N
N
GENERAL NOTES
P A
R K
IN
G L
O T
PAR
KI
N G L
O T
PARKING LOT
T S
U L L
Y
/0
/3
D P
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D P
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N P
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C-503
/3
/2
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B A
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N D
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D R
IV
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F T
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T H R
IV
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A S
IN
S T P
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M
IN
N E
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A R
M Y C
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P S O
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IN
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N A
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E -U .S S
U R
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T
N A
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.9
B
W E
S
B
80'0 40' 80'0 40'
80'0 40'
1" = 40'
C1
SCALE:
MEL RIEMAN MAIN PARKING LOT
MEL RIEMAN MAIN PARKING LOT - OPTION 1
PARKING PAVEMENT MARKINGS ON
1" = 40'
C3
SCALE:
MEL RIEMAN BOAT RAMP PARKING LOT
RIEMAN BOAT RAMP PARKING LOT - OPTION 1
PARKING PAVEMENT MARKINGS ON MEL
1" = 40'
A1
SCALE:
EGGERTS MAIN PARKING LOT
EGGERTS MAIN PARKING LOT - OPTION 2
PARKING PAVEMENT MARKINGS ON
LEGEND
(SEE C- 501 FOR DETAILS)
= HANDICAPPED SPACE
CENTER ON THE PARKING STALL.
HANDICAP SIGNS IF NEEDED.
RELOCATE THE EXISTING
3. PARKING STALL SIZE IS SHOWN ON PLANS.
IN HEIGHT AND 1-1/2" IN WIDTH.
2. "NO PARKING" LETTERING TO BE A MINIMUM OF 12"
PAVEMENT REPAIR AREAS EXCEPT WHERE NOTED.
AREAS, IF NEEDED. WORK IS NOT TO EXCEED THE
OFFICER FOR PERSONAL PARKING AND STAGING
CONTRACTOR TO COORDINATE WITH CONTRACTING
THE WORK AREAS SHOWN ON THE DRAWINGS.
INCLUDING STAGING AND STORAGE TO WITHIN
1. THE CONTRACTOR SHALL LIMIT ALL OPERATIONS,
D E
T A
IL
S
P A
R K
IN
G P
A V
E M
E N
T M
A R
K
IN
G S
S O
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A T
IO
N N
O
F
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A M
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D W
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D B
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B
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C A
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M A
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D E
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IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
File details come from the government source that posted it.