W911WN-15-B-0013_PLANS.pdf
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- Site Development for Service Bridge Repairs at Loyalhanna Lake Dam, Westmoreland County, PA
- Solicitation number
- W911WN15B0013
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| File | Type | Posted |
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| Bid_Results.pdf | ||
| W911WN-15-B-0013-0003_PLANS.pdf | ||
| W911WN-15-B-0013-0003.pdf | ||
| W911WN-15-B-0013-0002.pdf | ||
| W911WN-15-B-0013-0001.pdf | ||
| W911WN-15-B-0013-0001.pdf | ||
| Site_Visit_Attendees.pdf | ||
| Certified_Final_RTA_-_Technical_Specifications.pdf | ||
| W911WN-15-B-0013.pdf |
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Text version
US ARMY CORPS
OF ENGINEERS
PITTSBURGH DISTRICT
PENNSYLVANIA
WESTMORELAND COUNTY
LOYALHANNA LAKE DAM
ALLEGHENY RIVER BASIN
SERVICE BRIDGE REPAIRS
SITE DEVELOPMENT TO SUPPORT
BUSH RECREATION AREA
SOLICITATION NO. W911WN-15-B-0013
CERTIFIED FINAL DOCUMENTS
MAY 2015
IP
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14 MAY 2015
14 MAY 2015
14 MAY 2015
/s/ BETH L. SCHNELLER, P.E.
/s/ STEPHEN R. STOLTZ, P.E.
/s/ JEFFREY E. FRITZ, P.E.
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CONSTRUCTION DIVISION
CHIEF, ENGINEERING AND DATE
APPROVED BY:
BRANCH CHIEF DATE
APPROVAL RECOMMENDED BY:
SECTION CHIEF DATE
SUBMITTED BY:
ANDAPPROVAL OF ALL DRAWINGS LISTED ON THE INDEX SHEET.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF
DESIGNATIONS OF U.S. ARMY CORPS OF ENGINEERS INDIVIDUALS
THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION
U.S. ARMY CORPS OF ENGINEERS AND THE A/E FIRMS IDENTIFIED ON
THIS PROJECT WAS DESIGNED BY THE PITTSBURGH DISTRICT OF THE
NUMBER
IDENTIFICATION
SHEET
A L L E
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CERTIFIED FINAL DOCUMENTS
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LOCATION
PROJECT
N.T.S.
PROJECT LOCATION MAP
N.T.S.
PROJECT VICINITY MAP
N.T.S.
LOYALHANNA DAM
DAM
LOYALHANNA
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BUSH RECREATION AREA
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OF ENGINEERS
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CERTIFIED FINAL DOCUMENTS
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CIVIL
CONTRACT DRAWINGS
GENERAL
FILENAME
CODE
DWG.
ID NO.
SHEET
TITLE
REFERENCE DRAWINGS
TITLEDRAWING NO.
G-0010
G-0011
100 G-0012
AO38aa_100_G-0010
AO38aa_203_G-0011
AO38aa_100_G-0012
SIGNATURE SHEET
AO38aa_204_G-1013 G-1013204
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PROJECT VICINITY AND LOCATION MAPS
LEGEND, ABBREVIATIONS AND DRAWING INDEX
SURVEY
PLAN - EXISTING SITE CONDITIONS AND CONTRACTOR WORK LIMITS
AO38aa_668_C-1001 668 C-1001 PLAN - PROPOSED SITE DEVELOPMENT
C-1002
C-1003
C-1004
C-1005
C-3006
C-3007
C-3008
C-3009
C-4010
AO38aa_668_C-1002 668
AO38aa_668_C-1003 668
AO38aa_668_C-1004 668
AO38aa_668_C-1005 668
AO38aa_668_C-3006 668
AO38aa_668_C-3007 668
AO38aa_668_C-3008 668
AO38aa_668_C-3009 668
AO38aa_668_C-4010 668
AO38aa_668_C-5011 668
AO38aa_668_C-5012 668 C-5012
AO38aa_668_C-5013 668 C-5013
AO38aa_668_C-5014 668 C-5014
C-5011
MISCELLANEOUS DETAILS
AO38aa_668_V-1001 100 V-1001 SURVEY CONTROL DRAWING
EROSION AND SEDIMENT CONTROL
AO38aa_565_X-0008 565 X-0008
X-0009565AO38aa_565_X-0009
X-0010565AO38aa_565_X-0010
X-1001565AO38aa_565_X-1001
X-1002565AO38aa_565_X-1002
X-1003565AO38aa_565_X-1003
X-5004565AO38aa_565_X-5004
X-5005565AO38aa_565_X-5005
X-5006565AO38aa_565_X-5006
X-5007565AO38aa_565_X-5007
PLAN OF SECTIONS
RANGE 19
US 5+50
US 10+05
US 12+90
US 14+65
US 16+35
US 18+00
US 19+70
US 21+30
US 23+20
US 25+20 SHEET 2 OF 2
US 25+20 SHEET 1 OF 2
PLAN OF SECTIONS AT DAM
125’ US OF DAM
175’ US OF DAM
50’ US OF DAM
V-1002100AO38aa_668_V-1002
M
G L
O W
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E W
S K I
NEW MAIN ACCESS ROAD - PLAN AND PROFILE - SHEET 1 OF 2
NEW MAIN ACCESS ROAD - PLAN AND PROFILE - SHEET 2 OF 2
NEW SERVICE DOCK ACCESS LOOP - PLAN AND PROFILE - SHEET 1 OF 2
NEW SERVICE DOCK ACCESS LOOP - PLAN AND PROFILE - SHEET 2 OF 2
MAIN ACCESS ROAD - CROSS SECTIONS - STA 0+00 TO STA 1+25
MAIN ACCESS ROAD - CROSS SECTIONS - STA 1+50 TO STA 2+75
SERVICE DOCK ACCESS LOOP - CROSS SECTIONS - STA 0+25 TO STA 1+50
SERVICE DOCK ACCESS LOOP - CROSS SECTIONS - STA 1+75 TO STA 2+96
NEW SERVICE DOCK - PLAN AND SECTIONS
FENCE DETAILS
CHAIN-LINK FENCE GATE - DETAILS
NEW MAIN ACCESS ROAD - NEW PIPE GATE - DETAILS
NEW MAIN ACCESS ROAD AND SERVICE DOCK ACCESS LOOP - GEOMETRIC LAYOUT PLAN
PLAN - EROSION & SEDIMENTATION CONTROL - PHASE 1
PLAN - EROSION & SEDIMENTATION CONTROL - PHASE 2
PLAN - EROSION & SEDIMENTATION CONTROL - PHASE 3
EROSION AND SEDIMENT CONTROL PLAN - BMP DETAILS - SHEET 1 OF 4
EROSION AND SEDIMENT CONTROL PLAN - BMP DETAILS SHEET - 2 OF 4
EROSION AND SEDIMENT CONTROL PLAN - BMP DETAILS SHEET - 3 OF 4
EROSION AND SEDIMENT CONTROL PLAN - BMP DETAILS - SHEET 4 OF 4
EROSION & SEDIMENTATION CONTROL PLAN - STAGING OF CONSTRUCTION AND BMP SEQUENCING NOTES
EROSION & SEDIMENTATION CONTROL PLAN - BMP INSTALLATION NOTES
EROSION & SEDIMENTATION CONTROL PLAN - GENERAL NOTES, BMP MAINTENANCE NOTES, LEGEND AND ABBREVIATIONS
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
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B E
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CERTIFIED FINAL DOCUMENTS
W
W N
B
POINT NO. NORTHING EASTING
CONTRACTOR WORK LIMITS
LEGEND
CONTRACTOR WORK LIMITS
407179.50 1499440.72
407235.34 1499375.39
407209.25 1499322.62
407194.41 1499229.79
407220.07 1499146.04
407219.72 1499066.04
407176.24 1499066.23
407172.34 1499019.82
407121.99 1498952.98
407074.75 1498990.41
407018.96 1499046.58
406972.68 1499078.09
407020.45 1499139.79
407078.82 1499271.41
407067.08 1499299.38
407111.65 1499391.34
407111.65 1499406.15
407080.27 1499429.19
407080.27 1499440.72
WORK LIMITS
CONTRACTOR
USACE PROPERTY LINE
NOTES:
407178.45 1499146.225
407063.83 1499149.34
407118.41 1499112.88
407096.38 1499012.34
407049.98 1499046.17
407040.24 1499074.07
407037.96 1499100.79
407047.13 1499125.72
WORK LIMITS
CONTRACTOR
4" MAPLE
4" MAPLE
TREE
CRABAPPLE
MAPLE
8" MAPLE
SIGN
ARROW LEFT"
"ONE WAY
SIGN
10 MPH"
"SPEED LIMIT
SIGN
BOATING"
SAFE
"PRACTICE
SIGN
BE WORN..."
"PFD’s MUST
SIGN
DOCK..."
"COURTESY
SIGN
BBQ
BBQ
BBQ
BBQ
BBQ
BEVERAGES..."
"NO ALCOHOLIC
SIGN
ENTER"
"DO NOT
SIGN
LAKESIDE"
"115
SIGN
"STOP"
SIGN
RECREATION AREA"
"USACE - BUSH
SIGN
FOLLOW RT 981N"
LOYALHANNA DAM
"LEFT ARROW
SIGN
INLET
HEADWALL
STONE
" C
M P
BBQ
TREE
PINE
TREE
PINE
TREE
PINE
TREE
PINE
TREE
PINE
INLET
TREE
TREE
INLET
TREE
TREE
TREE
TREE
TREE
TREE
TREE
"STOP"
SIGN
ENTER"
"DO NOT
SIGN
"BOATERS..."
SIGN
TREE
(DOUBLE-ARM)
GATE
POSITION)
(FIXED
BENCH
POSITION)
(FIXED
BENCH
POSITION)
(FIXED
BENCH
SWING
TREE
BBQ
STUMP
24" TREE
TREE
ELEC BOX
ELEC BOX
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(CONCRETE)
BOAT RAMP
" C
P P
12" CPP
"BOAT DOCK RD"
SIGN
(REMOVABLE)
BOAT DOCKS
NNLOYALHANNA LAKE
B U S
R O
A D
SCALE: 1" = 20’-0"
PLAN - EXISTING SITE CONDITIONS AND CONTRACTOR WORK LIMITS
19 20
AND PROTECTED FOR POSSIBLE FUTURE USE.
GRILLS AND WHEEL STOPS, SHALL BE STORED
1. GOVERNMENT-OWNED ITEMS, SUCH AS BENCHES,
MAIN A
CCESS R
OAD
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2 3
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4 5
A
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M A
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A P
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
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F
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B E
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S U
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D B
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A L L E
G H
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ID
G E R
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A
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L O
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N A
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A S
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CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
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A O a a
G .d g n
H
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D B
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M A
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:3
A O a a
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40’10’0 20’
SCALE: 1"=20’
P L
A N
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IS
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G S
IT
E C
O N
D
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IO
N S
G-1013
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S
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S I D
WORK LIMITS
CONTRACTOR
WORK LIMITS
CONTRACTOR
24 27
LP
4" MAPLE
4" MAPLE
MAPLE
8" MAPLE
SIGN
SIGN
ARROW LEFT"
"ONE WAY
SIGN
10 MPH"
"SPEED LIMIT
SIGN
SIGN
SIGN
SIGN
BOATING"
SAFE
"PRACTICE
SIGN
BE WORN..."
"PFD’s MUST
SIGN
DOCK..."
"COURTESY
SIGN
BBQ
BBQ
BEVERAGES..."
"NO ALCOHOLIC
SIGN
ENTER"
"DO NOT
SIGN
LAKESIDE"
"115
SIGN
RECREATION AREA"
"USACE - BUSH
SIGN
FOLLOW RT 981N"
LOYALHANNA DAM
"LEFT ARROW
SIGN
TREE
PINE
INLET
TREE
TREE
TREE
INLET
TREE
TREE
TREE
TREE
TREE
TREE
"STOP"
SIGN
ENTER"
"DO NOT
SIGN
"BOATERS..."
SIGN
SWING
TREE
BBQ
ELEC BOX
ELEC BOX
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(CONCRETE)
BOAT RAMP
" C
P P
12" CPP
"BOAT DOCK RD"
SIGN
(REMOVABLE)
BOAT DOCKS
LOYALHANNA LAKE
B U
A D
WORK LIMITS
CONTRACTOR
WORK LIMITS
CONTRACTOR
LAYDOWN AREA
CONTRACTOR
NN
SCALE: 1" = 20’-0"
PLAN - PROPOSED SITE DEVELOPMENT
(SEE DWG C-4010)
NEW SERVICE DOCK
(SEE DWGS C-1002 AND C-1003)
NEW MAIN ACCESS ROAD
"STOP" SIGN
REMOVED
REINSTALL
(SEE DWGS C-1004 AND C-1005)
NEW SERVICE DOCK ACCESS LOOP
"NO LEFT TURN"
NEW SIGN
(SEE DWG. C-5012)
FE5-84-SQ-RA-16
NEW FENCE GATE
TRESPASSING"
"U.S. PROPERTY - NO
FENCE-MOUNTED SIGN
(SEE DWG. C-5012)
FE5-84-SQ-RA-18
NEW FENCE GATE
(SEE DWG. C-5012)
FE5-84-DO-RA-22
NEW FENCE GATE
TRESPASSING"
"U.S. PROPERTY - NO
FENCE-MOUNTED SIGN
TRESPASSING"
"U.S. PROPERTY - NO
FENCE-MOUNTED SIGN
TRESPASSING"
"U.S. PROPERTY - NO
FENCE-MOUNTED SIGN
"DO NOT ENTER"
NEW SIGN
(APPROX 360 LF)
FENCE FE5-TR-84
NEW SECURITY
AND SEDIMENTATION CONTROL MEASURES.
OVER THE DISTURBED AREAS, REMOVE ANY REMAINING EROSION
17. UPON OBTAINING A 70% UNIFORM, PERMANENT VEGETATIVE COVER
16. REINSTALL REMOVED SIGNS AND INSTALL NEW SIGNS AS REQUIRED.
15. INSTALL NEW SECURITY FENCING AND GATES.
14. REMOVE TEMPORARY COFFERDAM STRUCTURE.
13. CONSTRUCT NEW RETAINING WALL AND SERVICE DOCK.
FOR NEW SERVICE DOCK.
12. INSTALL TEMPORARY COFFERDAM STRUCTURE TO DEWATER AREA
11. GRADE, SEED, AND MULCH DISTURBED AREAS.
TOWNSHIP.
TRAFFIC CONTROL WITH CONTRACTING OFFICER AND LOYALHANNA
WORK NEAR BUSH ROAD (TOWNSHIP ROAD T-940). COORDINATE
10. CONSTRUCT NEW ROADWAYS. PROVIDE TRAFFIC CONTROL FOR
VEHICLE GATE.
OF EXISTING ACCESS ROAD, STORMWATER INLET AND PIPING, AND
9. BASED ON COORDINATION DESCRIBED IN STEP 2, BEGIN DEMOLITION
AREA.
8. BEGIN EXCAVATION OF NEW ACCESS ROAD TO THE SERVICE DOCK
7. REMOVE BOULDERS AND BEGIN CLEARING AND GRUBBING.
6. CONSTRUCT CONTRACTOR LAYDOWN AREA.
5. GRADE AND INSTALL TEMPORARY UPLAND DIVERSION CHANNEL.
4. CONDUCT GEOTECHNICAL TESTING.
3. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES.
CLOSE THE ACCESS ROAD TO BUSH RECREATION AREA.
2. COORDINATE WITH CONTRACTING OFFICER ON A TIMEFRAME TO
(SEE DWG X-1001).
FEATURES (I.E., BENCHES, BBQ PITS, ETC.) MOVED FROM AREA
1. COORDINATE WITH CONTRACTING OFFICER TO HAVE GOVERNMENT
CONSTRUCTION SEQUENCE:
GATE (SEE DWG C-5013)
NEW VEHICLE ACCESS
WORK LIMITS
CONTRACTOR
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
S H R
E C
R E
A T
IO
N A
R E
A S
IT
E D
E V
E L
O P
M E
N T
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O a a
C .d g n
H
T S
D B
A C
M A
Y
:3
A O a a
C .d g n
:1
40’10’0 20’
SCALE: 1"=20’
P L
A N
C-1001
B
C R
A T
T Y
S C
H N
E L
L E
R
P .E
P R
O P
O S
E D S
IT
E D
E V
E L
O P
M E
N
G L
O W
C Z
E W
S K I
A N
S I D
J
S H
IB
A T
A
WORK LIMITS
m = -0.43’
L = 65.00’ m = 1.06’
L = 65.00’
S H
O U
L D
E R
S H
O U
L D
E R
0+00
0+000+50
1+00
1+5
2+0
E L
E V
A T
IO
N
0+00
E L
E V
A T
IO
N
0+100+200+300+400+500+600+700+800+901+00
1+101+201+301+401+501+601+701+801+902+002+102+202+302+40
.4
.7
.0
.5
.8
.2
.8
.5
.4
.0
.0
.4
.1
.1
.7
.6
1.
.4
.7
.2
.6
.4
.8
.0
.4
.3
.1
.8
.5
.1
.6
.1
.4
.7
.0
.3
.6
.9
.2
.5
.1
.8
.8
.9
.3
.8
.4
.0
.6
P V
C
A
.5
L = 17 .62’
P V I S
T A
.0
E L
.4
L = 60.8
7’
P V I S
T A
.0
E L
.5
P
A
.5
E L
.0
0 E L
.3
E L
.1
P V I S
T A
.0
E L
.7
P
A
.5
E L
.8
P
A
.5
L = 71.56’
S = -17%
S = -1 2%
S = -4%
M A T
IN
E
D
W G
A
.0
P T
S
T A
.6
R
R
B U
A D
NN
P I S
T A
1+
.5
STA 0+00.00 (SERVICE DOCK ACCESS ROAD)
STA 1+60.35 (MAIN ACCESS ROAD) =
FOR PLAN AND PROFILE
LOOP - SEE DWG C-1004
SERVICE DOCK ACCESS
STA 0+00.00
E 1499435.24
N 407147.85
C MAIN ACCESS ROADL1
S T
A
.0
R T
T U
R N
D
IU
S
S T
A
.0
L T
T U
R N
D
IU
S
E 1499276.88
N 407130.66
SCALE: 1" = 10’-0"
PLAN - MAIN ACCESS ROAD
VERTICAL SCALE: 1" = 10’-0"
HORIZONTAL SCALE: 1" = 10’-0"
PROFILE - MAIN ACCESS ROAD
(SEE NOTE 2)
SHOULDER LINE
PAINTED WHITE
(SEE NOTE 2)
SHOULDER LINE
PAINTED WHITE
(SEE NOTE 2)
SHOULDER LINE
PAINTED WHITE
SOLID (SEE NOTE 2)
LINE, SINGLE LINE,
ROADWAY CENTER
PAINTED YELLOW
4. FOR ROAD GEOMETRY INFORMATION, SEE DWG V-1002.
3. FOR GUIDE RAIL DETAILS AND INFORMATION, SEE DWG C-5014.
13 FOR GUIDANCE.
MARKINGS STANDARDS TC-8600, SHEETS 3 OF 13 AND 4 OF
STANDARDS TC-8600 AND TC-8700 SERIES", PAVEMENT
111 "TRAFFIC CONTROL - PAVEMENT MARKINGS AND SIGNING
WEARING COURSE OF PAVEMENT. SEE PENNDOT PUBLICATION
2. PAINT LINES FOR CENTERLINE AND SHOULDER OF ROAD ON
DWG C-1003.
1. FOR MAIN ACCESS ROAD TYPICAL PAVEMENT SECTIONS, SEE
C-5013 FOR DETAILS
GATE - SEE DWG
NEW VEHICLE ACCESS
SEE NOTE 3
TOTAL LENGTH)
(APPROX 125 LF
NEW GUIDE RAIL
GRADE
EXISTING
GRADE
EXISTING
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
S H R
E C
R E
A T
IO
N A
R E
A S
IT
E D
E V
E L
O P
M E
N T
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O a a
C .d g n
H
T S
D B
A C
M A
Y
:3
A O a a
C .d g n
:1
C-1002
J
S H
IB
A T
A
B
C R
A T
T Y
S C
H N
E L
L E
R
P .E
0 20’10’
SCALE: 1"=10’
N E
W M
A
IN
A
C C
E S
S R
O A
D
P L
A N A
N D P
R O
F
IL
E
S H
E E
T O
F
M
G L
O W
C Z
E W
S K I
A N
S I D
8’-0" 8’-0"
SHOULDER
2’-0"
SHOULDER
2’-0"
2’-0"
1’-0"1’-0"
8’-0" 8’-0"
SHOULDER
2’-0"
SHOULDER
2’-0"
2’-0"
1’-0" 1’-0"
S H
O U
L D
E R
S H
O U
L D
E R
NEW PAVEMENT
PAVEMENT
EXISTING
SEAL
EXISTING BASE
1�" WEARING CRSE
SUBGRADE
EXISTING
TACK COAT
PRIME COAT
TYP
6"
COURSE
WEARING
EXISTING
COURSE
WEARING
NEW ID-2
E D
C E
A D
S A
W C
U
X
IS
T
IN
G
2�" BINDER CRSE
BASE COURSE
BCBC & AGGREGATETHICKENING TRANSITION
5’-0"
EXISTING BINDER COURSE
TYPICAL PAVEMENT KEY-IN
�"/FT�"/FT
GRADE
EXISTING
3H:1V
3H:1V
1V
12H:
1V
12H:
1V
3H:
SCALE: �" = 1’-0"
TYPICAL PAVEMENT SECTION
MAIN ACCESS ROAD
�"/FT
1V
12H:
1V
12H:
�"/FT
H:1V
GRADE
EXISTING
MAIN ACCESS ROAD
SCALE: �" = 1’-0"
SUPERELEVATION SECTION
1V
3H:3H:1V
1V
12H:
THAN 2H:1V
NO STEEPER
1�" BITUMINOUS WEARING COURSE
2�" BITUMINOUS BINDER COURSE
6" BITUMINOUS CONCRETE BASE COURSE
6" AGGREGATE BASE COURSE (PADOT No. 2A)
+5
+7
.8
E L
E V
A T
IO
N
2+402+502+602+702+80
E L
E V
A T
IO
N
.3
.7
.0
.4
.6
.2
.8
.4
E L
.0
P V I S
T A
.0
S = -4%
L = 71.56’
GRADE
EXISTING
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
S H R
E C
R E
A T
IO
N A
R E
A S
IT
E D
E V
E L
O P
M E
N T
CERTIFIED FINAL DOCUMENTS
W
W N
B
C MAIN ACCESS ROADL
P W
P :d m s
A O a a
C .d g n
H
T S
D B
A C
M A
Y
:3
A O a a
C .d g n
:1
C-1003
J
S H
IB
A T
A
B
C R
A T
T Y
S C
H N
E L
L E
R
P .E
M A T
E
D
SCALE: 1" = 10’-0"
PLAN
VERTICAL SCALE: 1" = 10’-0"
HORIZONTAL SCALE: 1" = 10’-0"
PROFILE
NN
0 20’10’
SCALE: 1"=10’
STA 2+78.83
E 1499174.63
N 407071.68
N E
W M
A
IN
A
C C
E S
S R
O A
D
P L
A N A
N D P
R O
F
IL
E
C MAIN ACCESS ROADL
"BOAT DOCK ROAD"
EXISTING
R O
A D
E X
IS
T
IN
G
B
O
D
C K
B E
P
T
C H
S T
A
.0
S H
E E
T O
F
4’ 8’0 2’
SCALE: �"=1’
DETAIL
N.T.S.
E
F
A D
W
D
S T
A
.8
P A
IN
T E
D
S
T R
IP
IN
G
M
G L
O W
C Z
E W
S K I
2, DWG C-1002)
SOLID (SEE NOTE
LINE, SINGLE LINE,
ROADWAY CENTER
PAINTED YELLOW
DWG C-1002)
(SEE NOTE 2,
SHOULDER LINES
PAINTED WHITE
AND OTHER NOTES, SEE DWG C-1002.
1. FOR ROADWAY PAVEMENT STRIPING INFORMATION
A N
S I D m = 0.22’
L = 35.00’ m = 1.81’
L = 85.00’
S H
O U
L D
E R
S H
O U
L D
E R
31’ (APPROX)
A
P P
R O
X
GRADE
EXISTING
1+5
0+00
0+50
1+00
1+50 2+00
E L
E V
A T
IO
N
0+00
0+100+200+300+400+500+600+700+800+901+001+101+201+301+401+501+601+701+801+902+002+102+20
E L
E V
A T
IO
N
.6
.8
.6
.9
.4
.9
.3
.7
1.
.3
.1
.5
.9
.3
.2
.3
.7
.2
.7
.3
.5
.9
.3
.9
.6
.5
.6
.8
.2
.9
.7
.8
.0
.4
.1
.8
.5
.2
.9
.6
.3
.0
.7
.4
.1
.8
P V I S
T A
.0
E L
.7
L = 126.2
9’ S =
-17%
E L
.7
P
A
.0
E L
.5
P V I S
T A
.5
E L
.5
P V I S
T A
.5
P V
A
.0
E L
.5
M A
T
A
.1
P I S
T A
.0
STA 0+00.00 (SERVICE DOCK ACCESS ROAD)
STA 1+60.35 (MAIN ACCESS ROAD) =
L
R = 2.5’
AND PROFILE
DWG C-1002 FOR PLAN
MAIN ACCESS ROAD - SEE
A
.6
A
.6
ACCESS LOOP
C SERVICE DOCK
S T
A
.8
L
T
.5 T
U R
N
D
IU
S S
T A
.3
R T
T
U R
N
D
IU
S
S T
A
.3
, 8
’ L T
’ T
U R
N
D
IU
E 1499276.88
N 407130.66
S T
A
.0
S T
A
.0
(SEE NOTE 2)
SHOULDER LINES
PAINTED WHITE
DOCK
ABUTING NEW SERVICE
EXTENDED PAVED AREA
3. FOR ROAD GEOMETRY INFORMATION, SEE DWG V-1002.
SHEETS 3 OF 13 AND 4 OF 13 FOR GUIDANCE.
TC-8700 SERIES", PAVEMENT MARKINGS STANDARDS TC-8600,
PAVEMENT MARKINGS AND SIGNING STANDARDS TC-8600 AND
PAVEMENT. SEE PENNDOT PUBLICATION 111 "TRAFFIC CONTROL
2. PAINT LINES FOR SHOULDER OF ROAD ON WEARING COURSE OF
SEE DWG C-1005.
1. FOR SERVICE DOCK ACCESS LOOP TYPICAL PAVEMENT SECTION,
NN
SCALE: 1" = 10’-0"
PLAN - SERVICE DOCK ACCESS LOOP
VERTICAL SCALE: 1" = 10’-0"
HORIZONTAL SCALE: 1" = 10’-0"
PROFILE - SERVICE DOCK ACCESS LOOP
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
S H R
E C
R E
A T
IO
N A
R E
A S
IT
E D
E V
E L
O P
M E
N T
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O a a
C .d g n
H
T S
D B
A C
M A
Y
:3
A O a a
C .d g n
:1
C-1004
J
S H
IB
A T
A
B
C R
A T
T Y
S C
H N
E L
L E
R
P .E
0 20’10’
SCALE: 1"=10’
P L
A N A
N D P
R O
F
IL
E
N E
W S
E R
V
IC
E D
O C
K A
C C
E S
S L
O O
P
S H
E E
T O
F
M
G L
O W
C Z
E W
S K I
A N
S I D
4’-0"
SHOULDER
2’-0"4’-0"
SHOULDER
2’-0"
S H
O U
L D
E R
S H
O U
LD
E R
’-0
GRADE
EXISTING
STORM PIPE
EXISTING 12" CPP
�"/FT 1V
12H:
1V
12H:
H:1V
H:1V
GRADE
EXISTING
SCALE: �" = 1’-0"
SUPERELEVATION SECTION
SERVICE DOCK LOOP
THAN 2H:1V
NO STEEPER
1�" BITUMINOUS WEARING COURSE
2�" BITUMINOUS BINDER COURSE
6" BITUMINOUS CONCRETE BASE COURSE
6" AGGREGATE BASE COURSE (PADOT No. 2A)
PARKING LOT
EDGE/GRAVEL
" C
P P
2+5
.4
E L
E V
A T
IO
N
2+202+302+402+502+602+702+80
E L
E V
A T
IO
N
2+903+00
.6
.6
.7
.6
.3
.0
.8
.6
.3
.8
.3
.8
.3
.8
.3
.9
E L
.3
P
A
.0
P V I S
T A
.5
E L
.6
L = 64.58’
S = 5%
L = 35.00’ m = 0.22’
M A
T
P I S
T A
.3
R
STA 2+96.48
E 1498995.96
N 407118.94
E
A D
W
D
S T
A
.4
P A
IN
T E
D
S T
R
IP
IN
G
DWG C-1002)
(SEE NOTE 2,
SHOULDER LINES
PAINTED WHITE
AND OTHER NOTES, SEE DWG C-1004.
1. FOR ROADWAY PAVEMENT STRIPING INFORMATION
LC SERVICE DOCK LOOP
SCALE: 1" = 10’-0"
PLAN
VERTICAL SCALE: 1" = 10’-0"
HORIZONTAL SCALE: 1" = 10’-0"
PROFILE
NN
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
S H R
E C
R E
A T
IO
N A
R E
A S
IT
E D
E V
E L
O P
M E
N T
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O a a
C .d g n
H
T S
D B
A C
M A
Y
:3
A O a a
C .d g n
:1
C-1005
J
S H
IB
A T
A
B
C R
A T
T Y
S C
H N
E L
L E
R
P .E
0 20’10’
SCALE: 1"=10’
P L
A N A
N D P
R O
F
IL
E
N E
W S
E R
V
IC
E D
O C
K A
C C
E S
S L
O O
P
S H
E E
T O
F
4’ 8’0 2’
SCALE: �"=1’
M
G L
O W
C Z
E W
S K I
A N
S I D
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
960 960
950950
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
960 960
950950
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
940940
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
S H R
E C
R E
A T
IO
N A
R E
A S
IT
E D
E V
E L
O P
M E
N T
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O a a
C
.d g n
H
T S
D B
A C
M A
Y
:4
A O a a
C
.d g n
:1
M A
IN
A
C C
E S
S R
O A
D
C-3006
C R
O S
S -S
E C
T
IO
N S
S T
A
T
O S
T A
J
S H
IB
A T
A
B
C R
A T
T Y
VERTICAL SCALE: 1" = 10’
HORIZONTAL SCALE: 1" = 20’
MAIN ACCESS ROAD - CROSS-SECTIONS
0 20’10’
SCALE: 1"=10’
40’10’0 20’
SCALE: 1"=20’
M
G L
O W
C Z
E W
S K I
S C
H N
E L
L E
R
P .E
RAIL (TYP)
NEW GUIDE
SECTION, SEE DWG C-1003.
1. FOR MAIN ACCESS ROAD TYPICAL PAVEMENT
A N
S I D
STA 0+25
STA 0+50
STA 1+00
STA 1+25
STA 0+75STA 0+00
EXISTING GRADE
C MAIN ACCESS ROADL
C MAIN ACCESS ROADL
C MAIN ACCESS ROADL
C MAIN ACCESS ROADL
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
940940
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
935 935
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
S H R
E C
R E
A T
IO
N A
R E
A S
IT
E D
E V
E L
O P
M E
N T
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O a a
C
.d g n
H
T S
D B
A C
M A
Y
:4
A O a a
C
.d g n
:1
M A
IN
A
C C
E S
S R
O A
D
C-3007
C R
O S
S -S
E C
T
IO
N S
S T
A
T
O S
T A
J
S H
IB
A T
A
B
C R
A T
T Y
VERTICAL SCALE: 1" = 10’
HORIZONTAL SCALE: 1" = 20’
MAIN ACCESS ROAD - CROSS-SECTIONS
0 20’10’
SCALE: 1"=10’
40’10’0 20’
SCALE: 1"=20’
M
G L
O W
C Z
E W
S K I
S C
H N
E L
L E
R
P .E
SECTION, SEE DWG C-1003.
1. FOR MAIN ACCESS ROAD TYPICAL PAVEMENT
A N
S I D
STA 1+75
STA 2+00
STA 1+50 STA 2+25
STA 2+50
STA 2+75
EXISTING GRADE
C MAIN ACCESS ROADL
C MAIN ACCESS ROADL
C MAIN ACCESS ROADL
C SERVICE DOCK ACCESS LOOPL
L
ACCESS LOOP
C SERVICE DOCK
C MAIN ACCESS ROADL
L
ACCESS LOOP
C SERVICE DOCK
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
E L
E V
A T
IO
N
0 10 20-10-20 30 40-30-40
E L
E V
A T
IO
N
-80 -70 -60 -50 50 60 70 80
EXISTING GRADE
EL 922.0
NORMAL POOL
LOYALHANNA LAKE
EL 922.0
NORMAL POOL
LOYALHANNA LAKE
EL 922.0
NORMAL POOL
LOYALHANNA LAKE
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
S H R
E C
R E
A T
IO
N A
R E
A S
IT
E D
E V
E L
O P
M E
N T
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O a a
C
.d g n
H
T S
D B
A C
M A
Y
:4
A O a a
C
.d g n
:1
C-3008
C R
O S
S -S
E C
T
IO
N S
S T
A
T
O S
T A
J
S H
IB
A T
A
B
C R
A T
T Y
0 20’10’
SCALE: 1"=10’
40’10’0 20’
SCALE: 1"=20’
M
G L
O W
C Z
E W
S K I
S C
H N
E L
L E
R
P
E
R V
IC
E D
O C
K A
C C
E S
S L
O O
P
VERTICAL SCALE: 1" = 10’
HORIZONTAL SCALE: 1" = 20’
SERVICE DOCK ACCESS LOOP - CROSS-SECTIONS
PAVEMENT SECTION, SEE DWG C-1005.
1. FOR SERVICE DOCK ACCESS LOOP TYPICAL
A N
S I D
STA 0+25
STA 0+50
STA 0+75
STA 1+00
STA 1+25
STA 1+50
C MAIN ACCESS ROADL
C MAIN ACCESS ROADL
C SERVICE DOCK ACCESS LOOPL
LC SERVICE DOCK ACCESS LOOP
LC SERVICE DOCK ACCESS LOOP
LC MAIN ACCESS ROAD
C SERVICE DOCK ACCESS LOOPL
C SERVICE DOCK ACCESS LOOPL
LC SERVICE DOCK ACCESS LOOP
0 10 20-10-20 30 40-30-40-80 -70 -60 -50 50 60 70 80
940 940
E L
E V
A T
IO
N
E L
E V
A T
IO
N
EL 922.0
NORMAL POOL
LOYALHANNA LAKE
NEW SERVICE DOCK
EXISTING GRADE
0 10 20-10-20 30 40-30-40-80 -70 -60 -50 50 60 70 80
940 940
E L
E V
A T
IO
N
E L
E V
A T
IO
N
EL 922.0
NORMAL POOL
LOYALHANNA LAKE
EXISTING GRADE
0 10 20-10-20 30 40-30-40-80 -70 -60 -50 50 60 70 80
940 940
E L
E V
A T
IO
N
E L
E V
A T
IO
N
EL 922.0
NORMAL POOL
LOYALHANNA LAKE
EXISTING GRADE
0 10 20-10-20 30 40-30-40-80 -70 -60 -50 50 60 70 80
940 940
E L
E V
A T
IO
N
E L
E V
A T
IO
N
EL 922.0
NORMAL POOL
LOYALHANNA LAKE
EXISTING GRADE
0 10 20-10-20 30 40-30-40-80 -70 -60 -50 50 60 70 80
940 940
E L
E V
A T
IO
N
E L
E V
A T
IO
N
EL 922.0
NORMAL POOL
LOYALHANNA LAKE
EXISTING GRADE
0 10 20-10-20 30 40-30-40-80 -70 -60 -50 50 60 70 80
940 940
E L
E V
A T
IO
N
E L
E V
A T
IO
N
EXISTING GRADE
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
S H R
E C
R E
A T
IO
N A
R E
A S
IT
E D
E V
E L
O P
M E
N T
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O a a
C
.d g n
H
T S
D B
A C
M A
Y
:4
A O a a
C
.d g n
:1
C-3009
C R
O S
S -S
E C
T
IO
N S
S T
A
T
O S
T A
J
S H
IB
A T
A
B
C R
A T
T Y
0 20’10’
SCALE: 1"=10’
40’10’0 20’
SCALE: 1"=20’
M
G L
O W
C Z
E W
S K I
S C
H N
E L
L E
R
P
E
R V
IC
E D
O C
K A
C C
E S
S L
O O
P
VERTICAL SCALE: 1" = 10’
HORIZONTAL SCALE: 1" = 20’
SERVICE DOCK ACCESS LOOP - CROSS-SECTIONS
PAVEMENT SECTION, SEE DWG C-1005.
1. FOR SERVICE DOCK ACCESS LOOP TYPICAL
A N
S I D
STA 1+75
STA 2+00
STA 2+25
STA 2+50
STA 2+75
STA 2+96
LC SERVICE DOCK ACCESS LOOP
LC SERVICE DOCK ACCESS LOOP
LC SERVICE DOCK ACCESS LOOP
LC SERVICE DOCK ACCESS LOOP
OFFSET
5’-0" MIN
OFFSET
GRAVEL AREA
25’-0" (APPROX)
G R
A V
E A
A
P P
R O
X
A
P P
R O
X
REMOVABLE RAILING
SEGMENTAL RETAINING WALL
MINIMUM BLOCK WEIGHT)
"LARGE BLOCK" (1500 LB
EL 922
NORMAL POOL
BY CONTRACTOR)
LENGTH TO BE DETERMINED
GEOGRID (TYPE, SPACING AND
TO ALLOW DRAINAGE
GEOTEXTILE COMPOSITE
GEONET OR NON-WOVEN
BACKFILL (SEE NOTE 1)
GEOTEXTILE
EXCAVATION LINE (APPROX)
1.5 (MIN)
TO DETERMINE SIZE
COURSE) - CONTRACTOR
WEEP HOLES (TYP EACH
EL 925
ACCESS LOOP
TO SERVICE DOCK
FROM SERVICE DOCK UP
EXTENDED PAVED AREA
LEVELING PAD
AGGREGATE BASE
WRAPPED IN GEOTEXTILE
PERFORATED DRAINAGE PIPE
GRADE
EXISTING
APPROXIMATE
OVERLAP
1’-0" GEONET
LEVELING PAD
AGGREGATE BASE
BASE AGGREGATE
CAP BLOCK (TYP)
EL 925
T/SERVICE DOCK
BLOCK (TYP)
PRECAST CONCRETE
NORMAL POOL
EL 922
(MIN)
1.5
(MIN)
1.5
RAILING (PROJECTED)
REMOVABLE
GRADE
EXISTING
APPROXIMATE
AREA
PAVED
EXTENDED
NEW RETAINING WALL
L
ACCESS LOOP
C SERVICE DOCKL
C SERVICE DOCK
2+00 1+501+75
SCALE: 1" = 5’-0"
PLAN - NEW SERVICE DOCK
A
B
A
SECTION
SCALE: �" = 1’-0"
B
SECTION
SCALE: �" = 1’-0"
C-5014
DETAIL A, DWG
RAILING - SEE
REMOVABLE
EL 925
T/SERVICE DOCK
SEE SPECIFICATION 05 52 00.
3. CONTRACTOR TO PROVIDE ADA HANDRAIL.
SEE SPECIFICATION 32 32 23.
DESIGN BASED ON TYPE OF BLOCK USED.
2. CONTRACTOR TO PROVIDE FINAL ENGINEERED
FILL PLACED IN 6" LIFTS AND COMPACTED.
1. BACKFILL TO BE COMPOSED OF STRUCTURAL
PAVED AREA
EXTENDED
PAVEMENT
EDGE OF
TEST BORING LOCATION
SUGGESTED GEOTECHNICAL
NN
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
S H R
E C
R E
A T
IO
N A
R E
A S
IT
E D
E V
E L
O P
M E
N T
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O a a
C
.d g n
H
T S
D B
A C
M A
Y
:4
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W S
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0 5’ 10’
SCALE: 1"=5’
4’ 8’0 2’
SCALE: �"=1’
T
B R
O W
N
A N
S I D
Y P
10’-0" MAX 10’-0" MAX
(MIN)
10" DIA
LINE POSTS TO BE EQUALLY SPACED
10’-0" MAXIMUM
X
10’-0" MAXIMUM
M
IN
(MIN)
16" DIA
F A
B
ID
T H
S O
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IT
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N E
D B
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D E
S C
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IP
T
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N
D
2 3
C
4 5
A
B
M A
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A P
P R
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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Y
P L
O T S
C A
L E
P L
O T D
A T
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D A
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M A
R K
D E
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N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
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E C
R E
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IO
N A
R E
A S
IT
E D
E V
E L
O P
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N T
CERTIFIED FINAL DOCUMENTS
W
W N
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C-5011
STRAIGHT RUNS EXCEED 500 FEET.
PROVIDE BRACE PANEL WHENEVER
NOTE:
SCALE: NONE
FASTENING DETAILS
TRUSS ROD AND BAND
END OR POST
ROUND POST
TENSION BAND
STEEL POST SCHEDULE
USE AND SECTION
TUBULAR - ROUND
TOP, BOTTOM, & BRACE RAILS
TUBULAR - ROUND
LINE POSTS
TUBULAR - ROUND
CORNER, END & PULL POSTS
SCALE: NONE
BRACE PANEL
FABRIC
SCALE: NONE
TOP OR BRACE RAIL ATTACHMENT
CARRIAGE BOLT
TENSION BAND
GATE POST
END OR
TENSION BAND
TENSION BAR
CARRIAGE BOLT
GATE POST
END OR
FABRIC
END OR GATE POST
BOTTOM OF FABRIC)
4" FROM TOP AND
OC MAX AND WITHIN
TENSION BAND (15"
FABRIC LINK
ENGAGE EACH
TENSION BAR TO
FENCE POST (TYP)
TENSION BAND
CONCRETE BASE
(�" DIA MIN)
TRUSS ROD
TRUSS RODTRUSS ROD
RAIL
BRACE
POST
LINE PULL POST
RAIL
BRACE
LINE POST
WIRE
TENSION
RAIL OR
BOTTOM
TOP RAIL OR TENSION WIRE
FENCE POST (TYP)
BRACE RAIL
(�" DIA MIN)
TRUSS ROD
CARRIAGE BOLT
TENSION BAND
GRADE
CONCRETE BASE
(�" MIN DIA)
TRUSS ROD
BRACE RAIL
TOP RAIL OR TENSION WIRE LINE POST
(9-GAGE, 2" MESH)
CHAIN-LINK FABRIC
CLIPS (TYP)
TIE WIRES OR
OF FABRIC
BOTTOM
LINE POST
RINGS (TYP)
OR HOG
TIE WIRES
(TYP)
RINGS
HOG
(2’-0" OC MAX)
TIE WIRES
9-GAGE STEEL
1.66" OD
2.375" OD
S C
H N
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L E
R
P .E
F E
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A T
A
B
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A T
T Y
M
G L
O W
C Z
E W
S K I
FABRIC WIDTH 84" TO 96"
2.875" OD
MINIMUM OUTSIDE DIMENSIONS (NORMAL)
FENCE POST
COPPER WIRE
8 AWG SOLID#
OF COPPER
CLAMP-TYPE FITTING
WELD OR APPROVED
MOLDED EXOTHERMIC
STEEL GROUND ROD
�" DIA COPPER-CLAD
AREA.
FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE
ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK
2. WIRE TIES, RAILS, POSTS AND BRACES SHALL BE CONSTRUCTED
SPECIFICATIONS.
METHODS OF INSTALLATION THAT COMPLY WITH THE
INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT
SCALE: NONE
(FE-5-TR-84 - SEE FENCE LEGEND)
CHAIN-LINK SECURITY FENCE DETAIL
FINAL NUMBER IS FABRIC WIDTH IN INCHES
TR - FENCE WITH TOP AND BOTTOM RAILS
TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON
A N
S I D
TENSION WIRE
PULL POST
END OR
CORNER,
WIRE
OR TENSION
BOTTOM RAIL
SCALE: NONE
GROUNDING DETAIL
SCALE: NONE
LINE POST ATTACHMENT
NOTES
FENCE LEGEND
FULL TURNS
AT LEAST 3
ENDS TWISTED
OF FABRIC)
TOP AND BOTTOM
AND WITHIN 4" FROM
WIRE (15" OC MAX
9-GAGE STEEL TIE
LEAF
E
N
B
DIA
6"
10"
X
GATE OPENING
GATE FRAME
DROP ROD
GATE POST
LINE POST
SPECIFIED (TYP)
WIRE OR RAIL AS
BOTTOM TENSION
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
PLAN
SCALE: NONE
OFFSET HINGE
SCALE: NONE
STANDARD HINGE
SCALE: NONE
AT CURB & GUTTER
GATE POST SECTION
SCALE: NONE
DROP ROD FOUNDATION
SCALE: NONE
SWING GATE DETAILS
DROP ROD ASSEMBLY
LATCH ASSEMBLY
(TO HOLD GATE OPEN)
GATE KEEPER
(NOMINAL)
GATE LEAF WIDTH
(NOMINAL)
OUTSIDE DIMENSION
6’ OR LESS
6’ TO 12’
12’ TO 18’
MORE THAN 18’
4.0" OD
6.625" OD
8.625" OD
2.875" OD
SCHEDULE
GATE POST
HINGES (TYP)
BRACE RAIL (TYP)
BRACE RAIL (TYP)
LINE POST
TRUSS ROD (TYP)
GRADE LINE
GATE POST
RAIL AS SPECIFIED (TYP)
TOP TENSION WIRE ORLATCH ASSEMBLY
FABRIC
CHAIN-LINK
ROD (TYP)
TRUSS
�" DIA
3’-10": POSTS 8�" OD
LESS, 3’-0" (MIN)
FOR POSTS 4" OD OR
3’-4": POSTS 6�" OD
POSTS 4" OD OR LESS
16" DIA (MIN): GATE
OVER 4" OD
24" DIA: GATE POSTS
AND GUTTER
EXISTING CURB
GATE
FULL DEPTH
SAWCUT CURB
POST
GATE
3" MIN
GUTTER
SAWCUT
HINGE
STANDARD
HINGE
STANDARD
CURB
EXISTING
NEW GATE
WASHER
SEE ELEVATION
FOOTING
POST
NEW GATE
JOINT
�" EXP
AND GUTTER
NEW CURB
(INDUSTRY STANDARD)
�" DIA DROP ROD
SURFACE
PAVED
BITIMINOUS
PIPE
STEEL
1" ID
GRAVEL
SAND/
D
IA
SECTION A
�" EXP JOINT
GATE POSTS)
- FEET (CLEAR OPENING BETWEEN
- HO (OFFSET)
- RA (STANDARD)
- DO (DOUBLE)
- SQ (SINGLE) TYPE OF OPENING:
INCHES FENCE HEIGHT:
FE5, FE6, ETC. FENCE TYPE:
4. GATES SHALL BE DESIGNATED AS FOLLOWS:
CONSTRUCTION OF ALL GATES SUPPLIED.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID
OF TRUSS RODS TO BRACE ALL-WELDED GATE FRAMES. THE
OPTION, A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU
BE ASSEMBLED USING HEAVY FITTINGS. AT CONTRACTOR’S
GATE FRAMES SHALL BE OF WELDED CONSTRUCTION OR SHALL
ASTM F900 1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE).
3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF
NOTED.
PADLOCKS, LATCH ASSEMBLIES AND GATE KEEPERS, EXCEPT AS
2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS,
SPECIFICATIONS.
METHODS OF INSTALLATION THAT COMPLY WITH THE
INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT
SCALE: NONE
(FE-5-84-SQ-RA-18 - 1 REQ’D)
(FE-5-84-DO-RA-22 - 1 REQ’D)
(FE-5-84-SQ-RA-16 - 1 REQ’D)
DOUBLE SWING GATE (TYPE FE-5 FENCE)
ELEVATION
O
L
IC
IT
A T
IO
N N
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F
IL
E N
A M
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D W
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C K
D B
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D E
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N E
D B
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D E
S C
R
IP
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N
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2 3
C
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C A
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P L
O T D
A T
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D A
T E
M A
R K
D E
S C
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N A
P P
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D A
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C O
N T
R A
C T N
O
C O
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S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
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H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
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CERTIFIED FINAL DOCUMENTS
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P.C. CONCRETE
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S C
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L E
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P .E
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A
IN
-L
IN
K F
E N
C E G
A T
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D E
T A
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J
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IB
A T
A
B
C R
A T
T Y
M
G L
O W
C Z
E W
S K I
A N
S I D
4�"
3�" �"
8�"
1"
6"
1’-0�"
6"
6�"
6�"
11�"
2’-0"
2’-0"
23’-4"
22’-0"
�"Ø HOLE
DETAIL
SCALE: 3" = 1’-0"
DETAIL
SCALE: 1" = 1’-0"
DETAIL
SCALE: 1" = 1’-0"
DETAIL
SCALE: 1" = 1’-0"
HINGE POST
2 REQ’D
WELDED STEEL
PLACES
TYP 43
CATCH POST
2 REQ’D
WELDED STEEL
FOOTING DETAIL
HINGE POST
FOOTING DETAIL
CATCH POST
SECURED FROM FIELD ENGINEER.
MADE OF ALL EXISTING UNDERGROUND UTILITIES AND APPROVAL
7. NO CONCRETE SHALL BE PLACED UNTIL A CHECK HAS BEEN
DOMED TO SHED WATER AWAY FROM POSTS.
6. TOP OF FOOTING SHALL BE TROWEL FINISHED AND SLOPED OR
UNTIL CONCRETE HAS ACHIEVED DESIGN STRENGTH.
5. MAINTAIN VERTICAL ALIGNMENT OF POSTS SET IN CONCRETE
MATERIAL AS APPROVED.
DAYS AFTER PLACEMENT, OR CURE WITH A MEMBRANE CURING
4. KEEP EXPOSED CONCRETE MOIST FOR AT LEAST 7 CALENDAR
4,000 PSI.
3. THE CONCRETE SHALL HAVE A COMPRESSION STRENGTH OF
2. URETHANE PAINT - SAFETY YELLOW.
DUST IN ACCORDANCE WITH ASTM A780A.
COMPLETION OF INSTALLATION USING PAINT CONTAINING ZINC
1. IN WELD AFFECTED AREAS, REPAIR GALVANIZED SURFACES AFTER
DETAIL
SCALE: �" = 1’-0"
DETAIL
SCALE: �" = 1’-0"
DETAIL
SCALE: �" = 1’-0"
DETAIL
SCALE: �" = 1’-0"
ELEVATION
L C NEW MAIN ACCESS ROAD
PLAN VIEW
SCALE: �" = 1’-0"
MAIN ACCESS ROAD - ACCESS GATE
(2 REQ’D)
CATCH POST
(2 REQ’D)
HINGE POST
HINGE POST
HINGE POST
S O
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A T
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D B
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D E
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N E
D B
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D E
S C
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2 3
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C A
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P L
O T D
A T
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D A
T E
M A
R K
D E
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P P
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D A
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C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
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CERTIFIED FINAL DOCUMENTS
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W N
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P W
P :d m s
A O a a
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D B
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M A
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A O a a
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C-5013
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A T
A
B
C R
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S C
H N
E L
L E
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P .E
N E
W M
A
IN
A
C C
E S
S R
O A
D
N E
W P
IP
E G
A T
E
D E
T A
IL
S
0 1’ 2’
SCALE: 1"=1’
2’ 4’0 1’
SCALE: �"=1’
0 2’ 4’ 6’
SCALE: �"=1’
M
G L
O W
C Z
E W
S K I
A N
S I D
30 (1�") TYP
(4")
(2’-0") MIN
0.6
(1�") TYP
4130 (13’-6�")
3810 (12’-6")
320 (12�") LAP
(4�")
(4�")
(2")
(4�")
(4�")
(2")
1905 (6’-3") FOR 2-S (TYP) (12�")
(6�")
(3�")
(2�")
L
5.5
(1�")
17.5
5.5
(1�")
(8")
T
Y P
(6")
(�") TYP
(6")
(3")
(1�")
2’-0" MIN
4�"4�"
MIN
2"
MIN
2"
OFFSET
M A
X
5" C/C
5’-0" C/C MAX
"2
T Y
P
1’-3"
128 (5")
128 (5")
L C
FOR RUB RAIL
OPTIONAL HOLE
NOTED
UNLESS OTHERWISE
ARE 19 (�") DIA
NOTE: ALL HOLES
BRACKET
OFFSET
ROUTED
POST
STEEL~
APPLICATIONS
FOR MEDIAN BARRIER
IN OPPOSITE FLANGE
2 OPTIONAL HOLES
A
- L C
POST PLASTIC BRACKET)
(WITH WOOD OR
SIDE VIEW
SECTION A
N.T.S.
W150 x 13.5 (W6 x 8.5 OR 9.0) POST DETAILS
ELEMENT
RAIL
ADJOINING
SPLICE BOLTS (TYP)
SLOTTED HOLES FOR
24 x 30 (�" x 1�")
POST BOLTS (TYP)
SLOTTED HOLES FOR
19 x 65 (�" x 2�")
476.25 (1’-6�") FOR 2-SCC (TYP)
952.5 (3’-1�") FOR 2-SC (TYP)
B
L C (SYMM)
THICK
2.77 (12 GA)
GALV STEEL,
24 (�") R
10 (�") R
10°
27 (1�")
SECTION B
N.T.S.
W-BEAM RAIL ELEMENT
SCREWDRIVER.
10. USE SLOTTED ROUND-HEADED BOLTS TO PROVIDE FOR WRENCH OR
PLATE FOR SAFETY, AS AN INCIDENTAL ITEM.
9. PROVIDE TERMINAL SECTION BRIDGE CONNECTION, WITH WELDED
RAIL ELEMENT.
8. USE SPLICE BOLTS TO DEVELOP THE DESIGN STRENGTH OF THE
PERMITTED.
7. BURNING OF POSTS OR RAIL ELEMENT FOR HOLES IS NOT
6. INSTALL GUIDE RAIL DELINEATORS IN ACCORDANCE WITH TC-7604.
U.S. CUSTOMARY UNITS IN ( ) PARENTHESIS.
5. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.
ELEMENTS ONLY AT POSTS AND LAP IN THE DIRECTION OF TRAFFIC.
4. ATTACH W-BEAM RAIL ELEMENTS TO EACH POST. SPLICE RAIL
RAIL.
RAIL IS OVER 710 (28") IN TRANSITION AREAS TO EXISTING GUIDE
3. PROVIDE RUBBING RAIL WHEN THE HEIGHT OF STRONG POST GUIDE
BULLETIN 15.
WOOD, PLASTIC OR COMPOSITE OFFSET BRACKETS LISTED IN
2. PROVIDE STEEL I-BEAM W150x13.5 (W6x8.5) POSTS WITH ROUTED
OF PUBLICATION 408, SECTION 620.
1. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS
USE L = 115 (4�") FOR ALL RUBBING RAIL TO GUIDE RAIL POST CONNECTIONS
AND USE L = 255 (10") FOR ALL W-BEAM RAIL ELEMENT TO GUIDE
RAIL POST AND ROUTED OFFSET BRACKET CONNECTIONS.
54 (2�") SPLICE BOLT.
FOR FOUR (4) PANEL NESTED RAIL ELEMENT USE
OVAL SHOULDER
16 (�") x 24 (�")
DEEP x 25 (1") DIA
RECESS 1.5 (�")
CHAMFERED
RECESSED OR
OVAL SHOULDER
16 (�") x 24 (�")
NUT
POST BOLT
SPLICE BOLT
N.T.S.
CONNECTORS/FASTENERS
PLAN
DIA HOLE
20 (�")
SIDE FRONT
N.T.S.
TO BE USED WITH STEEL POSTS
(WOOD, PLASTIC OR COMPOSITE)
ROUTED OFFSET BRACKET
6" R (MIN)
3" MIN
FOR POST BOLTS
SLOTTED HOLE
�" x 2�"
FOR SPLICE BOLTS
SLOTTED HOLES
�" x 1�"
N.T.S.
GUIDE RAIL - TERMINAL END
END CAP
DETAIL B
(TYP) - SEE
EMBEDDED MOUNT
DOCK
SERVICE
T/NEW
A C-4010
DETAIL
SCALE: �" = 1’-0"
REMOVABLE HANDRAIL
RAILING POST
MOUND CONCRETE
GRAVEL
CONCRETE
FOR POST
DRILL HOLE
PLASTIC
4 MIL
AGGREGATE
NO. 57
B
DETAIL
N.T.S.
REMOVABLE HANDRAIL
POST HOLE FOR
S O
L
IC
IT
A T
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D B
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D E
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N E
D B
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D E
S C
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C A
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P L
O T D
A T
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D A
T E
M A
R K
D E
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N A
P P
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D A
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C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
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L O
Y A
L H
A N
N A L
A K
E D
A M
B U
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CERTIFIED FINAL DOCUMENTS
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W N
B
0 2’ 4’ 6’
SCALE: �"=1’
P W
P :d m s
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T S
D B
A C
M A
Y
:4
A O a a
C
.d g n
.6
:1
M
IS
C E
L L
A N
E O
U S D
E T
A
IL
S
C-5014
J
S H
IB
A T
A
B
C R
A T
T Y
M
G L
O W
C Z
E W
S K I
A N
S I D
S C
H N
E L
L E
R
P .E
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
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D
2 3
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4 5
A
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M A
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NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
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IL
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IZ
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Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
S H R
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R E
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R E
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IT
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E V
E L
O P
M E
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CERTIFIED FINAL DOCUMENTS
W
W N
B
120’0 60’
SCALE: 1"=60’
P W
P :d m s
A O a a
V .d g n
H
T S
D B
A C
M A
Y
:4
A O a a
V .d g n
.0
:1
V-1001
S U
R V
E Y C
O N
T R
O L D
R A
W
P R
IC
E
B
P R
IC
E J J
A L
B R
Z
IK
O
A N
S I D
K
IS
T
S C
O T
T
SITE 11
CP 77
BUSH
S88° 29’ 23"E 380.62’
N
E
.6
LP
4" MAPLE
4" MAPLE
TREE
CRABAPPLE
MAPLE
8" MAPLE
SIGN
SIGN
SIGN
SIGN
ARROW LEFT"
"ONE WAY
SIGN
10 MPH"
"SPEED LIMIT
SIGN
TREE
SYCAMORE
SIGN
SIGN
SIGN
SIGN
SIGN
SIGN
BOATING"
SAFE
"PRACTICE
SIGN
BE WORN..."
"PFD’s MUST
SIGN
DOCK..."
"COURTESY
SIGN
BBQ
BBQ
BBQ
BBQ
BBQ
BEVERAGES..."
"NO ALCOHOLIC
SIGN
ENTER"
"DO NOT
SIGN
LAKESIDE"
"115
SIGN
"STOP"
SIGN
RECREATION AREA"
"USACE - BUSH
SIGN
FOLLOW RT 981N"
LOYALHANNA DAM
"LEFT ARROW
SIGN
INLET
HEADWALL
STONE
" C
M P
BBQ
TREE
PINE
TREE
PINE
TREE
PINE
TREE
PINE
TREE
PINE
INLET
TREE
SYCAMORE
TREE
TREE
TREE
TREE
TREE
INLET
TREE
TREE
TREE
TREE
TREE
TREE
TREE
"STOP"
SIGN
ENTER"
"DO NOT
SIGN
"BOATERS..."
SIGN
(SINGLE-ARM)
GATE
TREE
(DOUBLE-ARM)
GATE
POSITION)
(FIXED
BENCH
POSITION)
(FIXED
BENCH
POSITION)
(FIXED
BENCH
SWING
TREE
BBQ
STUMP
24" TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
TREE
ELEC BOX
ELEC BOX
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(CONCRETE)
BOAT RAMP
BEACH AREA
PLAYGROUND
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
(GRAVEL)
CAMPING AREA
" C
P P
12" CPP
"BOAT DOCK RD"
SIGN
(REMOVABLE)
BOAT DOCKS
LOYALHANNA LAKE
B U
A D
BOAT D
OCK ROAD
POINT NAME NORTHING EASTING ELEVATION
SITE 11
BUSH
CP 77
406529.87
406875.07
406865.04
1498725.50
1499887.78
1499378.27
951.17
947.71
995.48
NN
NOTES:
REGISTERED IN THE COMMONWEALTH OF PENNSYLVANIA.
SUPERVISION OF A PROFESSIONAL LAND SURVEYOR DULY AND CURRENTLY
6. ALL SURVEYING SHALL BE PERFORMED UNDER THE DIRECT AND CONTINUOS
WITH PLASTIC CAP STAMPED CONTROL POINT.
ALUMINUM CAPS WITH A PUNCH MARK. CP 77 IS A 5/8" IRON PIN
5. BUSH AND SITE 11 MONUMENTS ARE �"x36" ALUMINUM RODS WITH
OF GNOSIS GPS, ROBOTIC TOTAL STATION AND DIFFERENTIAL LEVELS.
USACE LRP DISTRICT SURVEYORS IN MARCH 2015 USING A COMBINATION
4. SITE CONTROL AT THE BUSH RECREATION AREA WAS OBSERVED BY
GROUND VALUES IN U.S. SURVEY FEET.
(FIPS 3402). UNITS ARE U.S. SURVEY FEET. DISTANCES SHOWN ARE
THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM - SOUTH ZONE
3. THE COORDINATES SHOWN ON THIS SHEET ARE GRID VALUES IN
DATUM IS NAVD88, GEOID12A.
2. THE HORIZONTAL DATUM IS NAD83(2011) epoch 2010.0. VERTICAL
OF THE DAM AND JUST UPSTREAM OF THE CENTERLINE EXTENDED.
OF AN OLD CONCRETE FLAGPOLE BASE. IT IS ON THE LEFT BANK
STATES ARMY CORPS OF ENGINEERS DISK SET IN THE TOP CENTER
(NGS PID DL1909, USACE PID ACI460). THE STATION IS A UNITED
POSITION OF THE PRIMARY PROJECT CONTROL ’LOYALHANNA’
1. THE CONTROL FOR THIS PROJECT IS BASED ON THE PUBLISHED
STATION NORTHING EASTING
TANGENTIAL LENGTH:
TANGENTIAL DIRECTION:
PC ()
POB ()
94.14’
N 74°54’12" W
0+94.14
0+00.00
407155.18
407130.66
1499185.99
1499276.88
ELEMENT: LINEAR
ELEMENT: CIRCULAR
407161.04
406991.04
407161.14
407155.18
1499140.97
1499141.71
1499163.88
1499185.99
ELEMENT: LINEAR
TANGENTIAL LENGTH:
TANGENTIAL DIRECTION:
PC ()
POB ()
50.00’
S 89°45’00" W
1+89.67
1+39.67
407160.82
407161.04
1499090.97
1499140.97
SERVICE DOCK ACCESS LOOP
GEOMETRIC ALIGNMENT DESCRIPTION
S 89°45’00" W
N 0°15’00" W
N 82°34’36" W
N 15°05’48" E
N 74°54’12" W
1.54’
1.52’
45.40’
22.90’
45.53’
33°42’12"
15°20’48" LEFT
170.00’
1+39.67
1+17.04
0+94.14
ELEMENT: CIRCULAR
407118.94
407030.83
407160.58
407160.82
1498995.96
1499091.54
1499034.35
1499090.97
S 42°40’29" W
N 47°19’31" W
S 66°12’44" W
N 0°15’00" W
S 89°45’00" W
11.80’
10.82’
103.83’
56.63’
106.81’
44°04’25"
47°04’31" LEFT
130.00’
2+96.48
2+46.30
1+89.67
TANGENT DIRECTION:
RADIAL DIRECTION:
CHORD DIRECTION:
RADIAL DIRECTION:
TANGENT DIRECTION:
EXTERNAL:
MIDDLE ORDINATE:
CHORD:
TANGENT:
LENGTH:
DEGREE OF CURVATURE (ARC):
DELTA:
RADIUS:
PT ()
CC ()
PI ()
PC ()
TANGENT DIRECTION:
RADIAL DIRECTION:
CHORD DIRECTION:
RADIAL DIRECTION:
TANGENT DIRECTION:
EXTERNAL:
MIDDLE ORDINATE:
CHORD:
TANGENT:
LENGTH:
DEGREE OF CURVATURE (ARC):
DELTA:
RADIUS:
PT ()
CC ()
PI ()
PC ()
STATION NORTHING EASTING
TANGENTIAL LENGTH:
TANGENTIAL DIRECTION:
PC ()
POB ()
60.00’
S 90°00’00" W
0+60.00
0+00.00
407147.85
407147.85
1499375.24
1499435.24
ELEMENT: LINEAR
ELEMENT: CIRCULAR
S 55°18’18" W
N 34°41’42" W
S 72°39’09" W
N 0°00’00" E
S 90°00’00" W
13.82’
13.19’
172.94’
90.59’
175.61’
19°45’26"
34°41’42" LEFT
290.00’
2+35.61
1+50.59
0+60.00
407096.29
406857.85
407147.85
407147.85
1499210.17
1499375.24
1499284.65
1499375.24
ELEMENT: LINEAR
TANGENTIAL LENGTH:
TANGENTIAL DIRECTION:
PC ()
POB ()
43.23’
S 55°18’18" W
2+78.83
2+35.61
407071.68
407096.29
1499174.63
1499210.17
MAIN ACCESS ROAD
GEOMETRIC ALIGNMENT DESCRIPTION
TANGENT DIRECTION:
RADIAL DIRECTION:
CHORD DIRECTION:
RADIAL DIRECTION:
TANGENT DIRECTION:
EXTERNAL:
MIDDLE ORDINATE:
CHORD:
TANGENT:
LENGTH:
DEGREE OF CURVATURE (ARC):
DELTA:
RADIUS:
PT ()
CC ()
PI ()
PC ()
STA 0+00.00 (SERVICE DOCK ACCESS ROAD)
STA 1+60.35 (MAIN ACCESS ROAD) =
E 1499276.88
N 407130.66
A
.0
B U
A D
1+5
1+00 0+50 0+00
1+00
0+50
0+00
2+0
+5
+7
.8
P T
S
T A
.6
P I S
T A
1+
.5
L
ACCESS LOOP
C SERVICE DOCK
A
.1
C MAIN ACCESS ROADL
P T
S T
A
+9
.4
P I S
T A
.0
1+502+00
2+5
.4
P I S
T A
.3
A
.6
A
.6
NN
SCALE: 1" = 20’-0"
GEOMETRIC LAYOUT PLAN
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
S H R
E C
R E
A T
IO
N A
R E
A S
IT
E D
E V
E L
O P
M E
N T
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O a a
V .d g n
H
T S
D B
A C
M A
Y
:4
A O a a
V .d g n
:1
V-1002
J
S H
IB
A T
A
B
C R
A T
T Y
S C
H N
E L
L E
R
P .E
M
G L
O W
C Z
E W
S K I
N E
W M
A
IN
A
C C
E S
S R
O A
D A
N D
S E
R V
IC
E D
O C
K A
C C
E S
S L
O O
P
G E
O M
E T
R
IC
L
A Y
O U
T P
L A
N
40’10’0 20’
SCALE: 1"=20’
A N
S I D
S -1 -1
C
FS
-1 -2
CFS
-1 2-
RCE
WFT-1
WFT-12
WFT-
WFT-12
W F
T
CFS-12-4
C
FS
-1 2-
W
FT-
LP
4" MAPLE
4" MAPLE
MAPLE
8" MAPLE
SIGN
SIGN
ARROW LEFT"
"ONE WAY
SIGN
10 MPH"
"SPEED LIMIT
SIGN
SIGN
SIGN
BOATING"
SAFE
"PRACTICE
SIGN
BE WORN..."
"PFD’s MUST
SIGN
DOCK..."
"COURTESY
SIGN
BBQ
BBQ
BEVERAGES..."
"NO ALCOHOLIC
SIGN
ENTER"
"DO NOT
SIGN
LAKESIDE"
"115
SIGN
RECREATION AREA"
"USACE - BUSH
SIGN
FOLLOW RT 981N"
LOYALHANNA DAM
"LEFT ARROW
SIGN
TREE
PINE
INLET
TREE
INLET
TREE
TREE
TREE
TREE
TREE
TREE
"STOP"
SIGN
ENTER"
"DO NOT
SIGN
SWING
TREE
BBQ
ELEC BOX
ELEC BOX
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(CONCRETE)
BOAT RAMP
" C
P P
12" CPP
"BOAT DOCK RD"
SIGN
(REMOVABLE)
BOAT DOCKS
TREE
CRABAPPLE
BBQ
BBQ
BBQ
"STOP"
SIGN
INLET
HEADWALL
STONE
" C
M P
BBQ
TREE
PINE
TREE
PINE
TREE
PINE
TREE
PINE
TREE
TREE
(DOUBLE-ARM)
GATE
POSITION)
(FIXED
BENCH
POSITION)
(FIXED
BENCH
POSITION)
(FIXED
BENCH
STUMP
24" TREE
TREE
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
WFT-
W F T
W
FT-
CFS-12-5
CFS-12-6
LOYALHANNA LAKE
B U
A D
CONTRACTOR WORK LIMITS
WORK LIMITS
CONTRACTOR
WORK LIMITS
CONTRACTOR
USACE PROPERTY LINE
REMOVE TREE
(SEE NOTE 5)
REMOVE BBQ
REMOVE TREE
(SEE NOTE 5)
REMOVE BBQ
REMOVE TREE
(TYP)
BOULDER
REMOVE
(SEE NOTE 5)
REMOVE BBQ
(SEE NOTE 5)
REMOVE BENCH
CLEAR AND GRUB THIS AREA
AREAS
PARKING AND BBQ
REMOVE GRAVEL~
PARKING AREA
REMOVE GRAVEL
(TYP) - SEE NOTE 5
REMOVE WHEEL STOP
PARKING AREA
REMOVE GRAVEL
(SEE NOTE 5)
REMOVE GATE
REMOVE TREE
(SEE NOTE 5)
REMOVE SIGN
TREE
REMOVE
ROCK CONSTRUCTION2
X-5004 ENTRANCE
COMPOST FILTER
SOCK (TYP.)
X-5005
X-5005
NON-ERODIBLE
MATERIAL
LAYDOWN AREA
CONTRACTOR
X-5004
UPLAND DIVERSION
CHANNEL (TEMPORARY)
SEE NOTE 6
X-5004
FILTER BAG
INLET PROTECTION
AND HEADWALL
INLET, CULVERT
REMOVE STORM
REMOVE TREE
SCALE: 1" = 20’-0"
PLAN - EROSION AND SEDIMENTATION CONTROL - PHASE 1
MAIN A
CCESS R
OAD
(TRAPEZOIDAL) ROADSIDE CHANNEL.
ACCEPT FLOW FROM THE NEW PERMANENT
CHANNEL, AND THEN MODIFY AGAIN LATER TO
TEMPORARY UPLAND (V-SHAPED) DIVERSION
TO ALLOW FLOW TO ENTER FROM THE
7. CONTRACTOR TO MODIFY INLET STRUCTURE
CONSTRUCTION.
CONNECTIONS ARE NOT DAMAGED DURING
6. ENSURE EXISTING ELECTRICAL BOXES AND
FUTURE USE.
BE STORED AND PROTECTED FOR POSSIBLE
BOULDERS, GRILLS AND WHEEL STOPS, SHALL
5. GOVERNMENT-OWNED ITEMS, SUCH AS BENCHES,
DETAILS, SEE DWGS X-5004 THROUGH X-5007.
4. FOR EROSION AND SEDIMENT CONTROL BMP
X-0009.
3. FOR BMP INSTALLATION NOTES, SEE DWG
DWG X-0008.
2. FOR AREA-SPECIFIC WORK SEQUENCES, SEE
NOTES, SEE DWG. X-0010.
1. FOR GENERAL NOTES AND BMP MAINTENANCE
NOTE 7
INLET - SEE
MODIFY EXISTING
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
NUMBER
IDENTIFICATION
SHEET
OF ENGINEERS
US ARMY CORPS
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
C O
N T
R A
C T N
O
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IT
T S
B U
R G
H P
A
A L L E
G H
E N
Y R
IV
E R B
A S
IN
T O S
U P
P O
R T S
E R
V
IC
E B
R
ID
G E R
E P
A
IR
S
L O
Y A
L H
A N
N A L
A K
E D
A M
B U
S H R
E C
R E
A T
IO
N A
R E
A S
IT
E D
E V
E L
O P
M E
N T
CERTIFIED FINAL DOCUMENTS
W
W N
B
P W
P :d m s
A O a a
X .d g n
H
T S
D B
A C
M A
Y
:4
A O a a
X .d g n
:1
40’10’0 20’
SCALE: 1"=20’
P L
A N
X-1001
B
C R
A T
T Y
S C
H N
E L
L E
R
P .E
E R
O S
IO
N S
E D
IM
E N
T A
T
IO
N C
O N
T R
O L
P H
A S
E
P
G O
L D
E N
K
H O
E S
C H
A N
S I D
WORK LIMITS
S -1 -1
C
FS
-1 -2
CFS
-1 2-
CFS-12-4
C
FS
-1 2-
LP
4" MAPLE
4" MAPLE
MAPLE
8" MAPLE
SIGN
SIGN
ARROW LEFT"
"ONE WAY
SIGN
10 MPH"
"SPEED LIMIT
SIGN
SIGN
SIGN
BOATING"
SAFE
"PRACTICE
SIGN
BE WORN..."
"PFD’s MUST
SIGN
DOCK..."
"COURTESY
SIGN
BBQ
BBQ
BEVERAGES..."
"NO ALCOHOLIC
SIGN
ENTER"
"DO NOT
SIGN
LAKESIDE"
"115
SIGN
RECREATION AREA"
"USACE - BUSH
SIGN
FOLLOW RT 981N"
LOYALHANNA DAM
"LEFT ARROW
SIGN
TREE
PINE
INLET
TREE
TREE
INLET
TREE
TREE
TREE
TREE
TREE
TREE
"STOP"
SIGN
ENTER"
"DO NOT
SIGN
SWING
TREE
BBQ
ELEC BOX
ELEC BOX
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(GRAVEL)
PARKING
(CONCRETE)
BOAT RAMP
" C
P P
12" CPP
"BOAT DOCK RD"
SIGN
(REMOVABLE)
BOAT DOCKS
CFS-12-5
CFS-12-6
LOYALHANNA LAKE
B U
A D
CONTRACTOR WORK LIMITS
WORK LIMITS
CONTRACTOR
WORK LIMITS
CONTRACTOR
USACE PROPERTY LINE
LAYDOWN AREA
CONTRACTOR
SEE NOTE 6
PLAN - EROSION AND SEDIMENTATION CONTROL - PHASE 2
VEGETATIVE COVER HAS BEEN ESTABLISHED.
CFS-12-2 SHALL REMAIN IN-PLACE UNTIL 70%
8. COMPOST FILTER SOCKS CFS-12-1 AND
ROAD.
ESTABLISHED ALONG THE NEW MAIN ACCESS
UNTIL 70% VEGETATIVE COVER HAS BEEN
7. FILTER BAGS SHALL REMAIN IN THE INLETS
(TRAPEZOIDAL) ROADSIDE CHANNEL.
TO ACCEPT FLOW FROM THE NEW PERMANENT
6. CONTRACTOR TO MODIFY INLET STRUCTURE
ARE NOT DAMAGED DURING CONSTRUCTION.
5. ENSURE ELECTRICAL BOXES AND CONNECTIONS
DETAILS, SEE DWGS X-5004 THROUGH X-5007.
4. FOR EROSION AND SEDIMENT CONTROL BMP
X-0009.
3. FOR BMP INSTALLATION NOTES, SEE DWG
DWG X-0008.
2. FOR AREA-SPECIFIC WORK SEQUENCES, SEE
NOTES, SEE DWG. X-0010.
1. FOR GENERAL NOTES AND BMP MAINTENANCE
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