EIE407-DWGS-RTA.pdf
PDF 37 MB Posted
- Solicitation number
- W911KB-18-R-0038
About this file
This pre-solicitation notice announces an upcoming solicitation for an indefinite delivery indefinite quantity multiple award task order contract for the design, construction, and repair of utilidors and related systems at Eielson Air Force Base, other military installations, and various other locations in Alaska. The total small business set-aside contract has a maximum capacity of $200 million to be shared among at least three awardees. The base period of performance is five years consisting of firm-fixed-price task orders with a minimum guarantee of $5,000 per awardee. Work will include utilidor construction, repair and replacement of underground utilities, manholes, mechanical rooms, site electrical and communication lines, and environmental abatement. The solicitation is scheduled for release on September 19, 2018 via the Federal Business Opportunities website.
The drawings submitted with Amendment 0003 presented some issues with viewing. Attached are the drawings, please ensure all drawings are viewable.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| B.08.03_Amendment_0009.pdf | ||
| Amendment_0008.pdf | ||
| 18R00380007.pdf | ||
| Amendment_0006.pdf | ||
| EIE407Sign_in_Sheet.pdf | ||
| Amendment_0005.pdf | ||
| Amendment_0004.pdf | ||
| Amendment_0003_EIE407-RFP_16Nov18.pdf | ||
| AM_2_Utilidor_MATOC_3.0.pdf | ||
| A.07.24_AM_1.pdf | ||
| A.7.23_RTA-UTILIDOR_3.0_MATOC_IDIQ_19SEP18.pdf |
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Text version
REPAIR ARCTIC UTILIDORS,
PHASE C
W911KB-18-R-18-01
EIELSON AFB, ALASKA
FTQW190502
RTA, NOVEMBER 2018
Drawing # AF-890-185-07 Sheet 1 of 21
EIE407
US Army Corps of Engineers®
Alaska District
1 G-001 COVER SHEET
2 G-002 SCHEDULE OF DRAWINGS
GENERAL: PLANS
3 G-101 LOCATION AND VICINITY MAP
CIVIL: PLANS
4 C-101 PROJECT LIMITS
CIVIL: DETAILS
5 C-501 TYPICAL SITE WORK DETAILS
6 C-502 TYPICAL UTILITY DETAILS
8 C-503 TYPICAL UTILITY DETAILS
CIVIL: EXHIBIT DRAWINGS
8 CX701 STEAM AND CONDENSATE LINES PLAN AND PROFILE
9 CX702 MH 551-1 NEW PLANS AND SECTION
10 CX703 MH 573 TO MH 574 NEW PLANS AND SECTIONS
11 CX704 MH 746 NEW PLAN AND SECTION
12 CX705 NEW UTILIDOR CROSS SECTION
13 CX706 ANCHORS AND DETAILS
CIVIL: 3D REPRESENTATIONS
14 C-901 SITE PHOTOS
15 C-902 SITE PHOTOS
16 C-903 SITE PHOTOS
17 C-904 SITE PHOTOS
20 C-905 SITE PHOTOS
19 C-906 SITE PHOTOS
20 C-907 SITE PHOTOS
21 C-908 SITE PHOTOS
ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS
W911KB-18-R-18-01
RTA - EIE407, NOVEMBER 2018
REPAIR ARCTIC UTILIDORS, PHASE C
EIELSON AFB, ALASKA
SCHEDULE OF DRAWINGS
REF.
NUM.
SHEET TITLESHT
REF.
NUM.
SHEET TITLESHT
REF.
NUM.
SHEET TITLESHT
REF.
NUM.
SHEET TITLESHT
REF.
NUM.
SHEET TITLESHT
Drawing # AF-890-185-07 Sheet 2 of 21
PROJECT AREA MAP
NOTES:
1. THIS DRAWING IS OF GENERAL NATURE, DO NOT USE THIS
DRAWING FOR DESIGN APPLICATIONS.
2. SEE LEGEND FOR THE HAUL ROUTE DESIGNATION.
3. THE GOVERNMENT SANITARY LANDFILL IS NOT AVAILABLE
FOR NON-HAZARDOUS WASTES. NON-HAZARDOUS WASTES
SHALL BE DISPOSED OFF GOVERNMENT PROPERTY.
REFERENCE THE SCOPE OF WORK FOR ADDITIONAL DISPOSAL
REQUIREMENTS.
4. GOVERNMENT BORROW MATERIAL IS AVAILABLE FOR USE IN
EXCHANGE FOR WORK PERFORMED BY THE CONTRACTOR TO
MAINTAIN THE MULLINS BORROW PIT. THE CONTRACTOR SHALL
COORDINATE WITH THE BASE FOR ACCESS REQUIREMENTS.
REFERENCE BASE CONTRACT SPECIFICATION SECTION
01 57 20.01 29 ENVIRONMENTAL PROTECTION.
5. THE CONTRACTOR'S STAGING/LAYDOWN AREA SHALL BE
WITHIN THE PROJECT SITE. THE CONTRACTOR SHALL
COORDINATE WITH THE CONTRACTING OFFICER FOR
ADDITIONAL STAGING/LAYDOWN AREA.
6. A CLEAN SOIL DISPOSAL AREA IS AVAILABLE. REFERENCE
THE BASE MAP FOR LOCATION. COORDINATE WITH THE BASE
FOR ACCESS AND DISPOSAL REQUIREMENTS.
7. THE CONTRACTOR SHALL DISPOSE OF TREES, SOD AND
CLEAN CONCRETE AT SPRUCE LAKE. COORDINATE WITH THE
BASE FOR ACCESS AND DISPOSAL REQUIREMENTS.
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
P S
O
F
E
N G
I N
E E
R S
R D
T R
E E
T
A L
A S
K A
I S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
C
N
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
E
L S
B
A
L A
S K
A
R E
P L A
J
P
R E
F
I L T
Y S
T E
M
E
DRAFT
M A
Y
P O
L
Q
W
E I E
A F
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
G d w g l a s t s a v e d o n
A
M w a s p l o t t e d b y
D a w a g
M a r i o n
V
U
A
R M
Y
C
E P
S o n
P
M
VERIFY SCALES: IF THIS LINE 0 2"
DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P L A
J
P
R E
F
I L T
S
T E
M
E
DRAFT
M A
Y
P O
L
Q
W
E I E
A F
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
G d s t s a v e d o n
A
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
VERIFY SCALES: IF THIS LINE 0 2"
DOES NOT MEASURE 2", ADJUST SCALE ACCORDINGLY.
VICINITY MAP
LOCATION AND VICINITY MAP
PROJECT LOCATION
HAUL ROUTE
2310 CENTRAL AVE.
CIVIL ENGINEERING
WATER
TREATMENT
POND (WTP)
CHPP
(POWER
PLANT)
FLIGHTLINE
AVE
CENTRAL AVE
ARCTIC AVE
EIELSON
PROJECT
SITE
AIRPORT
FAIRBANKS
R
I
C
H
A
R
D
S
O
N
H
I
G
H
W
A
Y
AIRPORT
FAIRBANKS
R
I
C
H
A
R
D
S
O
N
H
I
G
H
W
A
Y
FIRE/RESCUE STATION
SPRUCE LAKE; TREES, SOD
AND CLEAN CONCRETE
DISPOSAL SITE; SEE NOTE 7
L O
C A
T I O
N
A
C
I N
I T
Y
M
A P
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
G E
N E
R A
L
E I E
G d w g
G-101
P L A
N S
PROJECT LOCATION
EIE407 - REPAIR ARCTIC
UTILITIES PHASE C (MH551-1,
MH573, MH574, AND MH746)
FORT
WAINWRIGHT
FAIRBANKS
AIRPORT
C
H
E
V
E
R
EIELSON AF BASE MAP
LEGEND
L O
C A
T I O
N
A
C
I N
I T
Y
M
A P
CONTRACTOR
ACCESS GATE
MAIN GATE
MULLINS
BORROW PIT
T
E
N
A
K
R
E
E
T
C
E
N
T
R
L
E
N
O J E
M
I T
S
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
RTA
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
MH551
MH573
MH574
NOTES:
1. UTILITIES SHOWN ON THIS SHEET ARE ONLY APPROXIMATE AND ARE
ONLY MEANT TO SHOW THE GENERAL ROUTING OF THE EXISTING
UTILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
ALL EXISTING UTILITIES.
2. ADJACENT BUILDINGS FROM THE PROJECT SITE WILL BE OCCUPIED
DURING THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR
SHALL PROVIDE A PHASING PLAN; REFERENCE THE SCOPE OF WORK FOR
ADDITIONAL DETAILS.
3. THE PROJECT LIMITS SHOWN ARE ONLY APPROXIMATE. THE
CONTRACTOR MAY BE REQUIRED TO GO OUTSIDE THE PROJECT LIMITS
TO TIE-IN PAVEMENTS, LANDSCAPING, UTILITIES TO NEW AND EXISTING,
RE-GRADE TO EXISTING, ETC.
4. THE EXISTING UTILIDOR SYSTEM CROSSES OVER THE GARRISON SLOUGH.
PROTECT THE GARRISON SOUGH FROM CONTAMINATING AND LITTERING
DURING CONSTRUCTION.
LEGEND
T
E
N
A
K
R
E
E
T
C
E
N
T
R
E
O
U
T
O
P
GARRISON SLOUGH
MH746
0 160'80'
SCALE: 1" = 80'
PROJECT LIMITS
A1
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
C I V
I L
E I E
C b d w g
C-101
P L A
N S
PROJECT LIMITS
EXISTING MANHOLE
EXISTING UTILIDOR SYSTEM
MH551-1
BUILDING
BUILDING
F-35 FLIGHT
SIMULATOR
CENTERED IN SLAB
4" PCC W/6x6
12"
TYP.
W2.1 X W2.1
X X
2%
X
MATCH EXISTING
6" TOPSOIL
AND SEEDING
UNCLASSIFIED SOIL.
COMPACT TO AT LEAST
85% MAX DRY DENSITY
PER ASTM D 1557 (TYP).
COMPACT TOP 6" OF EXISTING
SUBGRADE TO AT LEAST 90% MAX
DRY DENSITY PER ASTM D 1557
(TYP).
12" MIN. NFS STRUCTURAL FILL.
COMPACT TO AT LEAST 95% MAX
DRY DENSITY PER ASTM D 1557
(TYP).
2" AC PAVEMENT
24" (MIN) SUBBASE
COMPACT 8" TO AT LEAST 100% AND
REMAINING 16" TO AT LEAST 95% MAX DRY
DENSITY PER ASTM D 1557 (TYP).
CONSTRUCTED SUBGRADE, CLASSIFIED
MATERIAL. COMPACT TO AT LEAST 95%
MAX DRY DENSITY PER ASTM D 1557
(TYP).
COMPACT TOP 6" OF EXISTING
SUBGRADE MATERIAL TO AT LEAST
85% MAX DRY DENSITY PER ASTM D
1557 (TYP).
6" AGGREGATE BASE COURSE.
COMPACT TO AT LEAST 100% MAX
DRY DENSITY PER ASTM D 1557 (TYP).
ROADWAY AND
EQUIPMENT AREA
6" AGGREGATE BASE COURSE.
COMPACT TO AT LEAST 100% MAX
DRY DENSITY PER ASTM D 1557
(TYP).
4", AIRFIELD MIX, AC PAVEMENT
48" (MIN) SUBBASE
COMPACT TO AT LEAST 95% MAX
DRY DENSITY PER ASTM D 1557
(TYP).
CONSTRUCTED SUBGRADE, CLASSIFIED
MATERIAL. COMPACT TO AT LEAST 95%
MAX DRY DENSITY PER ASTM D 1557
(TYP).
TAXIWAY AREA
1' - 5''
TACK COAT
2''R
2' - 0''
12" (MIN)
6''
SIDEWALK
MATCH EXISTING
1/2'' R (2 PLACES)
SUBBASE
PAVEMENT
SECTION
EXTEND CLASSIFIED FILL AS REQUIRED FOR ASPHALT
TO BACK OF CURB, THEN TRANSITION AS VERTICAL
AS POSSIBLE TO MEET CLASSIFIED FILL FOR SIDEWALK
SUBBASE
12"
(MIN)
AGGREGATE
BASE
COURSE
REINFORCE CURB AND GUTTER
PRIOR TO PLACING NEW PAVEMENT
COMPACT EXISTING BASE TO 100%
AND REMOVE EXISTING PAVEMENT.
NOTE: AFTER BACKFILL IS IN PLACE, SAWCUT
BASE COURSE
NFS SUBBASE
P A
V E
S
E C
T I O
N
S E
E
T
Y P
EXIST. SUBGRADE
EXIST. BASE
AC PAVEMENT
NEW OR REPLACEMENT
2'-0" MIN.
SEE NOTE
TACK COAT
SAWCUT &
EXISTING AC PAVEMENT
AGGREGATE
EXISTING AC
PAVEMENT
3''
SCARIFY 3'' DEPTH FOR BONDING
TOP OF SUBGRADE
OF TOPSOIL WITH SUBGRADE
6" TOPSOIL AND SEEDING
6''
FINISHED GRADE
(MATCH EXISTING
GRADE)
SCARIFY ALL FERTILIZER
INTO THE SOIL TO A DEPTH
OF 2 INCHES
NEWEXIST.
NEW EXIST.
UTILIDOR/
UTILIDUCT
ASPHALT - 3" MIN
SEE NOTE 1
BASE COURSE - 6"
100% COMPACTION
SUBBASE COURSE - 24"
CLASSIFIED MATERIAL
95% COMPACTION
CLASSIFIED MATERIAL
95% COMPACTION
CLASSIFIED
MATERIAL
100% COMPACTION
8"
EXCAVATION
LIMITS
NEWEXIST.
NEW EXIST.
ASPHALT - 3" MIN
SEE NOTE 1
BASE COURSE - 6"
100% COMPACTION
SUBBASE COURSE - 24"
CLASSIFIED MATERIAL
95% COMPACTION
CLASSIFIED MATERIAL
95% COMPACTION
CLASSIFIED
MATERIAL
100% COMPACTION
8"
EXCAVATION
LIMITS
SAWCUT AND TACK COAT
VERTICAL FACE PRIOR
TO NEW ASPHALT PLACEMENT
1'
BEDDING MATERIAL
PIPE/UTILITY
SAWCUT AND TACK COAT
VERTICAL FACE PRIOR
TO NEW ASPHALT PLACEMENT
1'
NOTES:
1. THE ASPHALT PAVEMENT THICKNESS SHOULD BE INCREASED TO 4 INCHES ON MAIN ARTERIAL ROADS.
5H:1V FROST TRANSITION SHOULD
BEGIN A MINIMUM OF 60"
BELOW GRADE OR
BOTTOM OF EXCAVATION
5H:1V FROST TRANSITION SHOULD
BEGIN A MINIMUM OF 60"
BELOW GRADE OR
BOTTOM OF EXCAVATION
TYP. EXTERIOR
INSULATION
GENERAL NOTES:
1. DETAILS SHOWN ON THIS SHEET ARE EIELSON AFB TYPICAL DETAILS. THE
CONTRACTOR MAY USE THESE DETAILS AS A BASIS OF DESIGN AND MAY
ALTER THE DETAILS AS NEEDED. NOT ALL DETAILS REQUIRED FOR THIS
PROJECT ARE PROVIDED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO PROVIDE DETAILS NECESSARY TO PROVIDE A COMPLETE DESIGN.
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
T Y
P I C
A L
S
I T
E
W
O R
K
D
E T
A I L S
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
C I V
I L
E I E
C d w g
C-501
D E
T A
I L S
SCALE: NTS
TYPICAL PAVEMENT TIE IN DETAIL
C1
SCALE: NTS
TYPICAL TOPSOIL AND SEEDING DETAIL
A9
SCALE: NTS
TYPICAL CURB AND GUTTER DETAIL
C9
SCALE: NTS
TYPICAL PAVEMENT SECTIONS
F1
SCALE: NTS
TYPICAL SIDEWALK DETAIL
F8
SCALE: NTS
TYPICAL PAVEMENT FROST TRANSITIONS
B6
RIGID GROOVED JOINT DUCTILE
IRON WALL PIPE FITTING CAST IN
CONC BLOCK. WATER STOP
FITTING NOT PERMITTED.
REBAR TIE.
ALL THREAD ANCHOR IN PRE-DRILLED
HOLES. GROUT ANCHOR USING
STRUCTURAL EPOXY ADHESIVE.
GROOVED AND SHOULDERED
PIPE COUPLING.
PIPE INSULATION
GROOVED COUPLING DUCTILE IRON WALL PIPE
FITTING CAST IN CONC BLOCK. DIA TO MATCH
WATER LINE BEING ANCHORED.
UTILIDOR
ANCHOR STRUCTURE SIDE BASE TEE THRUST ANCHORPLAN VIEW - EXPANSION ANCHOR
LINE ANCHOR
UTILIDOR
WALL
UTILIDOR
FLOOR
INTEGRALLY CAST WALL COLLAR.
ALL THREAD ROD CAST IN CONC. (4)
TOTAL.
GALV STEEL HEX HEAD NUT AND PLATE WASHER.
USE BEVELED WASHER ON INCLINED FITTINGS.
DUCTILE IRON SIDE BASE TEE WITH
W/BASE DRILLED TO 125 POUND
TEMPLATE. INSULATION NOT SHOWN.
FIELD CAST CONCRETE PEDESTAL.
END AND SIDE BASE
BEND THRUST ANCHOR
PEDESTAL (END BASE
SHOWN)
DUCTILE IRON END BASE BEND WITH
W/BASE DRILLED TO 125 POUND
TEMPLATE. INSULATION NOT SHOWN.
REBAR WITH
TIES. GROUT
ANCHOR WITH
STRUCTURAL
EPOXY ADHESIVE.
ALL THREAD ROD.
PEDESTAL FOR ROTATED FITTING
(END BASE TEE SHOWN)
REBAR WITH
TIES. GROUT
ANCHOR WITH
STRUCTURAL EPOXY
ADHESIVE.
ALL THREAD ROD.
PEDESTAL CAST AGAINST WALL
SHALLOW ANCHORAGE
CONCRETE
BACKING NUT
REBAR TIE.
PIPEC
L
PERIMETER
REBAR TIE
WASHER. PROVIDE PIPE GUIDE
ALL THREAD ANCHOR BOLTS
IN PRE-DRILLED HOLES.
GROUT ANCHOR IN PLACE
WITH STRUCTURAL EPOXY
ADHESIVE.
UTILIDOR
SERVICE WALL ANCHOR
U-BOLT AND CHAIR
PIPE ANCHOR. (2) SHOWN.
STEEL PLATE. SEE DESIGN CRITERIA
SECTION 02509, UTILIDOR STRUCTURE,
FOR CORROSION PROTECTION
REQUIREMENTS.
U-BOLT PIPE ANCHOR WITH
CHAIR. TRIM INSULATION TO
ALLOW U-BOLT AND CHAIR
CONTACT WITH THE PIPE.
REINSULATE OVER ANCHOR
HARDWARE TO MATCH
ADJOINING INSULATION
SURFACE.
MH CHAMBER FLOOR. AT NEW SUMPS SLOPE AROUND
CIRCUMFERENCE OF GRATE ENTRANCE.
SUMP COVER GRATING. MAKE IN TWO PIECES FOR
REMOVAL. PROVIDE SLEEVED OPENINGS FOR PIPE
AND POWER/CONTROL CABLES. GRATING OPENINGS
SHALL NOT EXCEED 3/4" OR PUMP SOLIDS HANDLING
CAPACITY, WHICHEVER IS LESS.
ELECTRIC SUMP PUMP W/ FLOAT SWITCH.
WHERE TWO PUMPS ARE INSTALLED,
SET ONE PUMP'S FLOAT SWITCH HIGHER.
DISCHARGE
FROM ELECTRIC
SUMP PUMP
2" UNION
2" CHECK VALVE
TO SEWER LINE (2" DIA)
2" GATE VALVE. TYP OF 2.
2" GATE VALVE
2" DISCHARGE LINE
2" TEE
TO POWER AND
CONTROLS
SEWER
LINE
CONNECT AT TOP SS PIPE
FIELD ROUTE 2" DISCHARGE
LINE TO AVOID CONFLICT
WITH S AND C
2" HIGH
WATER ALARM
LEVEL
SURFACE DISCHARGE. CONSTRUCT TO
PREVENT SOIL EROSION. WHERE SS IS NOT
AVAILABLE, CONSTRUCT ONLY SURFACE
DISCHARGE.
INSTALL 2" GV ONLY WHEN
THERE IS ALSO SS CONNECTION.
INSTALL IN ACCESS SHAFT NEAR
HATCH.
STRAP SERVICE
SADDLES FOR DUCTILE
IRON SS LINE.
DISCHARGE PIPE DIA 2"
(MIN)
2" UNION. INSTALL WITH NUT END UP.
2" CHECK VALVE, INSTALL
(2) IN SERIES WHEN
CONNECTING WITH
PRESSURE SEWER.
DETAIL NOTES:
STEEL PLATE
UTILIDOR
ANCHOR BOLTS PASS THROUGH
THE WALL. PROVIDE CORROSION
PROTECTION AND WATER TIGHT
SEAL ON EXTERIOR PLATE,
BOLTS, AND NUTS.
MECHANICAL EXPANSION AND ADHESIVE-GROUTED
ANCHORS SHALL NOT BE USED FOR STEAM AND
CONDENSATE WALL OR CEILING ANCHORS.
1.
CONTRACTOR SHALL DESIGN ALL PIPE
ANCHORAGE STRUCTURE.
2.
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
GENERAL NOTES:
1. DETAILS SHOWN ON SHEETS C-501, C-502, AND C-503 ARE EIELSON AFB
TYPICAL DETAILS. THE CONTRACTOR MAY USE THESE DETAILS AS A BASIS
OF DESIGN; DETAILS MAY BE ALTERED AS NEEDED. NOT ALL DETAILS
REQUIRED FOR THIS PROJECT ARE PROVIDED. IT IS THE RESPONSIBILITY OF
THE CONTRACTOR TO PROVIDE DETAILS NECESSARY TO PROVIDE A
COMPLETE DESIGN.
T Y
P I C
A L
U
T I L I T
Y
D
E T
A I L S
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
C I V
I L
E I E
C d w g
C-502
D E
T A
I L S
SCALE: NTS
TYPICAL WALL MOUNTED ANCHOR
A7
SCALE: NTS
MANHOLE SUMP TYPICAL IMPROVEMENTS
C1
SCALE: NTS
SERVICES ANCHOR TYPICAL DETAIL
D7
SCALE: NTS
WATER LINE PIPE ANCHOR TYPICAL DETAIL
F1
AutoCAD SHX Text
MATCH PIPE OFFSET
AutoCAD SHX Text
MATCH PIPE SLOPE
AutoCAD SHX Text
SIZE PLATE TO ACCEPT PIPE BRACKET
AutoCAD SHX Text
MH ACCESS
SHAFT SLAB
6"
TOPSOIL
AND SEED
6 H
1V
MATCH
EXISTING
GRADE
5% SLOPE
TYP
CLASSIFIED FILL
OR TOPSOIL
3" TYP
CLEARANCE
A
NEW SUMP
AND SUMP
PUMP
UTILIDOR
PORTAL
MH
CHAMBER
A
LADDER
(TYP)
RESTORED
SURFACE
SPLIT FACED
CMU FACADE
EXTERIOR
LADDER
POP-UP SAFETY
HANDHOLD
TYPE "A" MH SHAFT
WORK ITEMS SHOWN
ARE VENT, (OUTER)
HATCH, NEW SUMP,
EXTERIOR AND
INTERIOR LADDERS,
AND HANDHOLD.
SECTION A-A
GALVANIZED, STEEL PLATE. CONTINUOUS
STEEL ANGLE SUPPORT BOLTED TO WALL
(TYP).
SEE SHEET C-504 FOR
ACCESS HATCH
HATCH
SUMP
ALARM
EXTERIOR
LADDER
PLAN VIEW
UTILIDOR
UTILIDOR
UTILIDOR
SEE SHEET C-504
SUMP ALARM
SUMP
TOPPING
SLAB
CONC TOPPING SLAB. CAST HATCH, SUMP
ALARM POST, WITH TOPPING SLAB.
EXISTING UTILIDOR
BOARD INSULATION
FASTEN CMU TO EXISTING CONC SHAFT (TYP).
SEAL
LEVER OPERATED DAMPER.
TYP ALL VENTS.
TYPE "B" MH SHAFT IS SHOWN WITH CMU FACADE
SEE SHEET C-504
FOR ACCESS
HATCH DETAIL
A
SECTION A-A
BOARD INSULATION INSTALLED
WHERE MH AND UTILIDOR
EXPOSED DURING EXCAVATION.
TYP ALL LOCATIONS.
UTILIDOR
UTILIDOR PORTAL
CONC TOPPING
SLAB. CAST HATCH
AND HANDHOLD
WITH TOPPING
SLAB.
POP-UP SAFETY
HANDHOLD
EXISTING UTILIDOR
RESTORED
SURFACE
A
W
SS
EXISTING SHAFT
VENT
LANDING
REMOVABLE GALV
STEEL GRATE.
S
C
TOPPING SLAB
TYP. INSULATION EXPOSED ABOVE
GROUND; SHALL BE PROTECTED;
REFERENCE SPECIFICATION SECTION 33
05 41.00 39
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
GENERAL NOTES:
1. DETAILS SHOWN ON SHEETS C-501, C-502, AND C-503 ARE EIELSON AFB
TYPICAL DETAILS. THE CONTRACTOR MAY USE THESE DETAILS AS A BASIS
OF DESIGN. NOT ALL DETAILS REQUIRED FOR THIS PROJECT ARE PROVIDED
AND THE DETAILS SHOWN ON THESE SHEETS MAY NOT BE REQUIRED. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE DETAILS NECESSARY
TO PROVIDE A COMPLETE DESIGN.
T Y
P I C
A L
U
T I L I T
Y
D
E T
A I L S
T Y
P I C
A L
U
T I L I T
Y
D
E T
A I L S
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
C I V
I L
E I E
C d w g
C-503
D E
T A
I L S
SCALE: NTS
TYPICAL SHAFT DETAIL B
D5
SCALE: NTS
SUMP ALARM AND HATCH
D10
SCALE: NTS
TYPICAL SHAFT DETAIL A
D1
SCALE: NTS
SOIL MOUNDING
A1
AutoCAD SHX Text
DANGER: PERMIT REQUIRED CONFINED SPACE DO NOT ENTER
AutoCAD SHX Text
SEE SHEET C-504 FOR ACCESS HATCH DETAIL
AutoCAD SHX Text
EXTERIOR HANDHOLD TYPICAL AT MH UPGRADES
AutoCAD SHX Text
SUMP ALARM NOTES: EACH POST SHALL HAVE A SIGN WITH THE FOLLOWING INFORMATION:
AutoCAD SHX Text 1.
AutoCAD SHX Text
MH [PROVIDE MH NO.] WHEN ALARM IS SOUNDING OR LIGHT IS FLASHING, CALL 377-2100.
AutoCAD SHX Text
SUMP ALARM (TYP)
AutoCAD SHX Text
DANGER: PERMIT REQUIRED CONFINED SPACE DO NOT ENTER
ALASKA DISTRICT
A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
C
P
I C
C
E S
S
H
A T
H
D d s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
C
P
I C
C
E S
S
H
A T
D d s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
NOTES:
1. THE ACCESS HATCH LID SHOWN IS MEANT TO ILLUSTRATE WHAT HAS BEEN ACCEPTED ON PREVIOUS
UTILITY/UTILIDOR PROJECTS. THE CONTRACTOR MAY PROVIDE THE TYPE SHOWN ON THIS SHEET OR
SIMILAR.
T Y
P I C
A L
A
C C
E S
S
H
A T
D
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
C I V
I L
C
P
I C
C
E S
S
H
A T
D d w g
C-504
XX
D E
T A
I
E
V
E M
B E
R
S T
E A
M
A
N
D E
N S
A T
E
L
I N
A
N
A
O
F I L
X
E
A M
A N
D
C
O N
D E
N S
A T
E
L
I N
A
N
A
O
F I L
E d w g
E X
H I B
A F
W
K
B
R h e e t o f
H I B
PROPOSED POD
LOCATIONS
LEGEND
SEWER POD
WATER POD
STEAM POD
E I E
V
E M
B E
R
M
A
C
T I O
A
N S
A N
D
S
E C
T I O
N d w g
A F
K
B
R e e t o f
H I B
E I E
V
E M
B E
R
M
H
A
C
T I O
N
M
H
N
A
C
T I O
N S d w g
A F
K
B
R e e t o f
H I B
E I E
V
E M
B E
R
A
N
A
C
T I O
A
N
A
N D
S E
C T
I O
N d w g
A F
K
B
R e e t o f
SEWER POD
@ VALVE
STEAM POD
@ VALVE
COND. POD
@ VALVE
WATER POD
@ VALVE
H I B
E I E
V
E M
B E
R
N E
W
U
T I L
I D
O
C
T I O
I L
I D
O
S S
S E
C T
I O
N d w g
A F
K
B
R e e t o f
H I B
E I E
V
E M
B E
R
A N
C H
O R
S
A
T
A I L
C
H O
T
A I L
S d w g
A F
K
B
R e e t o f
4870 540254015123555955395541 55465543 553555335542555153615538 51155357536355575558512155535534553255555362554455375360535953585550553655495545 53655547 512423222316 482448284830483448484807 55785574557655815577557955705108510951845186513452285231558351335135514551415142519052335162514452365196528152825163 5446
541354145448542754265428 5433543054325429 542154195420 54155417541254115409 5407481548134811 48365147
5268526652635264 43081216
438443884387124512461350 1306
4847485548464851
6132613661286164616261616159615861546120
34461183 31345261525952585257
1125112411352270114811463116 341931173124
3125 3420312631273131 62106205344034173441
34423435343734386217 4382438313024480
523952425210
3132 5140 5406
13074328
520852075209520452035202
4845 542333451186
2212 5405 6227 64201301
4809 5461545948104806 5460546354585455545354565452544954515436 54405442543954415445
540454035194
6223 6250
48014803 4825485648354814 1140 3425
52233360330522622266
22582208
482748204816
1168 52713213342633493335
1176 53053343
43701227 52273112
134841051209 23501121
331012063130
518222162200
4371 1341
32403301 1232
522653133225
10001
13491260
1001262376233
11271149
11343303
48502320 4861
43601261 6224
485948584860 3110 6383
2268 5211
61311133
22111161
52343214 33561211 523534623113112832451174
63904335
6001 4819 524952513351
11421191
520651103108 52562223 338362091201 32266204
33505118
34056200 999362011119 31143242
52435245
626132431437 1147 518352725274
52293180 32276207113711871144
5276527352133109 52375240
1208 6248
48314821
4231 64213408
2318 5114521248394841
3334525452465248
1225 6401
52771212 52445146
3229 6249
1117 48084804 54575454545054475438543754431164 5143 34215241437843863430343634394304
202855403128 620634163418
3133 526252605255
6134612661226163
519852675265
43054380
5444542554355431543451125185
5139516151924826482248324802
620311511141 5416542254185424 54105408483748122264
22602204 52535250 48334829482311096006 4854
63954377 519151365138519351371107
51955247120711721173 3354
11061103
11382207
43611190 6220 6370527511363231 6231
11231132
48381120
13351337
227223512225 3347
52306211
21602210 51115582558555915589 347013470
5590557155115567559255095565551055945506556455025568550055015588550355055507556955665522551355155520551755165521552555275529551455805570551955125523557355725531552455873300 3333
31193338 5595555055845586 3427620326203462033620353459 6347 63486349635063526353635463576360636163636364636563666368636963716372 6373637463776376
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
S I T
E
P
H O
T O
S
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
C I V
I L
E I E
C d w g
C-901
P
R E
S E
N T
A T
I O
N S
NOTES:
1. THE PHOTOS SHOWN ON THIS SHEET WERE TAKEN ON JUNE 15, 2018.
2. THESE PHOTOS ARE NOT MEANT TO BE PHOTO AS-BUILTS. THE CONTRACTOR IS REQUIRED TO VERIFY EXISTING CONDITIONS. THESE PHOTOS ARE FOR
GENERAL PURPOSES ONLY.
S I T
E
P
H O
T O
S
SCALE: NTS
SITE PHOTO 4 - MH746
B1
SCALE: NTS
SITE PHOTO 5 - MH746
B5
SCALE: 1" = 50'
PHOTO KEY
B9
SCALE: NTS
SITE PHOTO 1 - MH746
F1
SCALE: NTS
SITE PHOTO 2 - MH746
F5
SCALE: NTS
SITE PHOTO 3 - MH746
F9
MH574
MH746
F1
F5
F9
B1
B5
MH 574 and 573
OUTER LOOP
CENTRAL AVE
OUTER LOOP
CENTRAL
LOOP
OUTER LOOP
BLDG 4105
BLDG 4105
OUTER LOOP
O
U
T
O
P
C
E
N
T
R
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
S I T
E
P
H O
T O
S
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
C I V
I L
E I E
C d w g
C-902
P
R E
S E
N T
A T
I O
N S
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
S I T
E
P
H O
T O
S
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
C I V
I L
E I E
C d w g
C-902
P
R E
S E
N T
A T
I O
N S
NOTES:
1. THE PHOTOS SHOWN ON THIS SHEET WERE TAKEN ON JUNE 15, 2018.
2. THESE PHOTOS ARE NOT MEANT TO BE PHOTO AS-BUILTS. THE CONTRACTOR IS REQUIRED TO VERIFY EXISTING CONDITIONS. THESE PHOTOS ARE FOR
GENERAL PURPOSES ONLY.
S I T
E
P
H O
T O
S
SCALE: NTS
SITE PHOTO 4 - MH574
B1
SCALE: NTS
SITE PHOTO 5 - MH574
B5
SCALE: NTS
SITE PHOTO 2 - MH574
F5
SCALE: 1" = 50'
PHOTO KEY
B9
SCALE: NTS
SITE PHOTO 1 - MH574
F1
F1
SCALE: NTS
SITE PHOTO 3 - MH574
F9
MH746
F5
F9
B1
B5
MH573
MH574
MH573
BLDG 4105
GARRISON
SLOUGH
MH746
CENTRAL
AVE
OUTER LOOP
MH573
C
E
N
T
R
E
GARRISON SLOUGH
CENTRAL AVE
CENTRAL
AVE
O
U
T
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
S I T
E
P
H O
T O
S
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
C I V
I L
E I E
C d w g
C-903
P
R E
S E
N T
A T
I O
N S
NOTES:
1. THE PHOTOS SHOWN ON THIS SHEET WERE TAKEN ON JUNE 15, 2018.
2. THESE PHOTOS ARE NOT MEANT TO BE PHOTO AS-BUILTS. THE CONTRACTOR IS REQUIRED TO VERIFY EXISTING CONDITIONS. THESE PHOTOS ARE FOR
GENERAL PURPOSES ONLY.
SCALE: NTS
SITE PHOTO 4 - GARRISON SLOUGH BETWEEN MH574 AND MH573
B1
SCALE: NTS
SITE PHOTO 5 - MH573
B5
SCALE: 1" = 50'
PHOTO KEY
B9
SCALE: NTS
SITE PHOTO 1 - MH574
F1
SCALE: NTS
SITE PHOTO 2 - MH574
F5
SCALE: NTS
SITE PHOTO 3 - MH574
F9
MH746
F1
F5
F9
B5
B1
MH573
MH574
MH746
BLDG 4105
OUTER LOOP
CENTRAL AVE
GARRISON
SLOUGH
CENTRAL AVE
GARRISON SLOUGH
MH574
MH573
GARRISON
SLOUGH
MH574
MH746
OUTER LOOP
CENTRAL
AVE
C
E
N
T
R
E
PROVIDE A NEW EXTERIOR LADDER;
APPROXIMATE LOCATION. EXACT LOCATION
SHALL BE COORDINATED WITH THE
CONTRACTING OFFICER REPRESENTATIVE.
REMOVE AND
REPLACE THE
EXISTING EXTERIOR
LADDER
MH573
A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
S I T
E
P
H O
T O
S
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
C I V
I L
E I E
C d w g
C-904
P
R E
S E
N T
A T
I O
N S
NOTES:
1. THE PHOTOS SHOWN ON THIS SHEET WERE TAKEN ON JUNE 15, 2018.
2. THESE PHOTOS ARE NOT MEANT TO BE PHOTO AS-BUILTS. THE CONTRACTOR IS REQUIRED TO VERIFY EXISTING CONDITIONS. THESE PHOTOS ARE FOR
GENERAL PURPOSES ONLY.
SCALE: NTS
SITE PHOTO 4 - MH573
B1
SCALE: NTS
SITE PHOTO 5 - MH573
B5 SCALE: 1" = 50'
PHOTO KEY
B9
SCALE: NTS
SITE PHOTO 1 - MH573
F1
SCALE: NTS
SITE PHOTO 2 - MH573
F5
SCALE: NTS
SITE PHOTO 3 - MH573
F9
MH551-1
F1
F5
F9
B1 B5
MH573
GARRISON
SLOUGH
MH746
MH574
OUTER LOOP
GARRISON
SLOUGH
CENTRAL
AVE
OUTER LOOP
MH746
MH574
CENTRAL AVE
A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
S I T
E
P
H O
T O
S
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
C I V
I L
E I E
C d w g
C-905
P
R E
S E
N T
A T
I O
N S
NOTES:
1. THE PHOTOS SHOWN ON THIS SHEET WERE TAKEN ON JUNE 15, 2018.
2. THESE PHOTOS ARE NOT MEANT TO BE PHOTO AS-BUILTS. THE CONTRACTOR IS REQUIRED TO VERIFY EXISTING CONDITIONS. THESE PHOTOS ARE FOR
GENERAL PURPOSES ONLY.
SCALE: NTS
SITE PHOTO 4 - MH551-1
B1
SCALE: NTS
SITE PHOTO 5 - MH551-1
B5
SCALE: 1" = 50'
PHOTO KEY
B9
SCALE: NTS
SITE PHOTO 1 - MH573
F1
SCALE: NTS
SITE PHOTO 2 - MH573
F5
SCALE: NTS
SITE PHOTO 3 - MH573
F9
MH551-1
F1
F5
F9
B1
B5
MH573
MH551
CENTRAL AVE
GARRISON
SLOUGH
MH551-1
MH551
CENTRAL AVE
GARRISON SLOUGH
MH746
MH574
MH573
CENTRAL AVE
CENTRAL
AVE
C
E
N
T
R
A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
S I T
E
P
H O
T O
S
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
C I V
I L
E I E
C d w g
C-906
P
R E
S E
N T
A T
I O
N S
NOTES:
1. THE PHOTOS SHOWN ON THIS SHEET WERE TAKEN ON JUNE 15, 2018.
2. THESE PHOTOS ARE NOT MEANT TO BE PHOTO AS-BUILTS. THE CONTRACTOR IS REQUIRED TO VERIFY EXISTING CONDITIONS. THESE PHOTOS ARE FOR
GENERAL PURPOSES ONLY.
SCALE: NTS
SITE PHOTO 4 - 551-1
B1
SCALE: NTS
SITE PHOTO 5 - 551-1
B5
SCALE: 1" = 50'
PHOTO KEY
B9
SCALE: NTS
SITE PHOTO 1 - 551-1
F1
SCALE: NTS
SITE PHOTO 2 - 551-1
F5
SCALE: NTS
SITE PHOTO 3 - 551-1
F9
MH551
MH551-1
F1
F5
F9
B1
B5
BLDG 2808
MH551
CENTRAL
AVE
CENTRAL AVE
BLDG 4105
CENTRAL AVE
GARRISON SLOUGH
C
E
N
T
R
A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
S I T
E
P
H O
T O
S
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
C I V
I L
E I E
C d w g
C-907
P
R E
S E
N T
A T
I O
N S
NOTES:
1. THE PHOTOS SHOWN ON THIS SHEET WERE TAKEN ON JUNE 15, 2018.
2. THESE PHOTOS ARE NOT MEANT TO BE PHOTO AS-BUILTS. THE CONTRACTOR IS REQUIRED TO VERIFY EXISTING CONDITIONS. THESE PHOTOS ARE FOR
GENERAL PURPOSES ONLY.
SCALE: NTS
SITE PHOTO 4 - 551
B1 SCALE: NTS
SITE PHOTO 5 - 551
B5
SCALE: 1" = 50'
PHOTO KEY
B9
SCALE: NTS
SITE PHOTO 1 - 551-1
F1 SCALE: NTS
SITE PHOTO 2 - 551-1
F5
SCALE: NTS
SITE PHOTO 3 - 551-1
F9
MH551
MH551-1
F1
F5
F9
B1
B5
BLDG 2808
MH551
CENTRAL AVE
MH551-1
CENTRAL
AVE
MH551-1
C
E
N
T
R
A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
ALASKA DISTRICT
D A
T E
D E
S C
R I P
T I O
N A
P P
D
D E
S I G
N E
D
B
Y
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
R
E E
T
A L
A S
S
T R
I C
T
REFERENCE
NUMBER:
SHEET OF
US ARMY CORPS
OF ENGINEERS
A
B
C
D
E
F
G
H
1 2 3 4 5 6 7 8 9 10 11 12
J B
E R
A
L A
S
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
A N
S I
D
S I Z
E
F I L E
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
D R
A W
I N
G
T R
A C
K I N
G A
C T
I O
N D
A T
E M
A R
K D
E S
C R
I P
T I O
N M
A
E
L S
B
A
L A
S K
A
R E
P A
C
T
I L I D
O R
S
P
H A
N O
V E
M B
W
K B
R
F T
Q W
E I E
A F
N
N
S
T
R
U
C
T
I
O
N
D r a w i n g x U
N I F
I E
D E
N T
E J o b s E
I E
D w g s C
A D
E
I E
C d w g l a s t s a v e d o n
P
M w a s p l o t t e d b y
D a w a g
M a r i o
A
R M
Y
C
E P
S o n
P
M
S I T
E
P
H O
T O
S
J
F
A B
R I Z
Z I O
S
G
E P
P E
R T
J
O
U Z
T S
J
O
U Z
T S
C I V
I L
E I E
C d w g
C-908
P
R E
S E
N T
A T
I O
N S
NOTES:
1. THE PHOTOS SHOWN ON THIS SHEET WERE TAKEN ON JUNE 15, 2018.
2. THESE PHOTOS ARE NOT MEANT TO BE PHOTO AS-BUILTS. THE CONTRACTOR IS REQUIRED TO VERIFY EXISTING CONDITIONS. THESE PHOTOS ARE FOR
GENERAL PURPOSES ONLY.
SCALE: NTS
SITE PHOTO 4 - 551
B1
SCALE: 1" = 50'
PHOTO KEY
B9
SCALE: NTS
SITE PHOTO 1 - 551
F1
SCALE: NTS
SITE PHOTO 2 - 551
F5
SCALE: NTS
SITE PHOTO 3 - 551
F9
MH551
MH551-1
F1
F5
F9
B1
C
E
N
T
R
E
BLDG 2808
| Sheets and Views |
| G-001 COVER SHEET |
| A1-TEST |
| G-002 SCHEDULE OF DRAWINGS |
| G-101 LOCATION AND VICINITY MAP |
| LAYOUT1 |
| C-101 PROJECT LIMITS |
| PROJECT LIMITS |
| C-501 TYPICAL SITE WORK DETAILS |
| TYPICAL PAVEMENT SECTIONS |
| TYPICAL PAVEMENT TIE IN DETAIL |
| TYPICAL SIDEWALK DETAIL |
| TYPICAL TOPSOIL AND SEEDING DETAIL |
| TYPICAL CURB AND GUTTER DETAIL |
| TYPICAL PAVEMENT FROST TRANSITIONS |
| C-502 TYPICAL UTILITY DETAILS |
| SERVICES ANCHOR TYPICAL DETAIL |
| WATER LINE PIPE ANCHOR TYPICAL DETAIL |
| MANHOLE SUMP TYPICAL IMPROVEMENTS |
| TYPICAL WALL MOUNTED ANCHOR |
| C-503 TYPICAL UTILITY DETAILS |
| TYPICAL SHAFT DETAIL |
| TYPICAL SHAFT DETAIL B |
| SUMP ALARM AND HATCH |
| SOIL MOUNDING |
| C-504 TYPICAL ACCESS HATCH LID |
| LAYOUT1 |
| CX701 STEAM AND CONDENSATE LINES PLAN AND PROFILE |
| STEAM AND CONDENSATE LINES PLAN AND PROFILE |
| CX702 MH 551-1 NEW PLANS AND SECTION |
| LAYOUT1 |
| CX703 MH 573 TO MH 574 NEW PLANS AND SECTIONS |
| LAYOUT1 |
| CX704 MH 746 NEW PLAN AND SECTION |
| LAYOUT1 |
| CX705 NEW UTILIDOR CROSS SECTION |
| LAYOUT1 |
| CX706 ANCHORS AND DETAILS |
| LAYOUT1 |
| C-901 SITE PHOTOS |
| LAYOUT1 |
| E1 SITE PHOTO 1 |
| E5 SITE PHOTO 2 |
| E9 SITE PHOTO 3 |
| B1 SITE PHOTO 4 |
| B5 SITE PHOTO 5 |
| B9 PHOTO KEY |
| C-902 SITE PHOTOS |
| LAYOUT1 |
| E1 SITE PHOTO 1 |
| E5 SITE PHOTO 2 |
| E9 SITE PHOTO 3 |
| B1 SITE PHOTO 4 |
| B5 SITE PHOTO 5 |
| B9 PHOTO KEY |
| C-903 SITE PHOTOS |
| LAYOUT1 |
| E1 SITE PHOTO 1 |
| E5 SITE PHOTO 2 |
| E9 SITE PHOTO 3 |
| B1 SITE PHOTO 4 |
| B5 SITE PHOTO 5 |
| B9 PHOTO KEY |
| C-904 SITE PHOTOS |
| LAYOUT1 |
| E1 SITE PHOTO 1 |
| E5 SITE PHOTO 2 |
| E9 SITE PHOTO 3 |
| B1 SITE PHOTO 4 |
| B5 SITE PHOTO 5 |
| B9 PHOTO KEY |
| C-905 SITE PHOTOS |
| LAYOUT1 |
| E1 SITE PHOTO 1 |
| E5 SITE PHOTO 2 |
| E9 SITE PHOTO 3 |
| B1 SITE PHOTO 4 |
| E5 SITE PHOTO 5 |
| B9 PHOTO KEY |
| C-906 SITE PHOTOS |
| LAYOUT1 |
| E1 SITE PHOTO 1 |
| E5 SITE PHOTO 2 |
| E9 SITE PHOTO 3 |
| B1 SITE PHOTO 4 |
| B5 SITE PHOTO 5 |
| B9 PHOTO KEY |
| C-907 SITE PHOTOS |
| LAYOUT1 |
| E1 SITE PHOTO 1 |
| E5 SITE PHOTO 2 |
| F9 SITE PHOTO 3 |
| B1 SITE PHOTO 4 |
| B5 SITE PHOTO 5 |
| B9 PHOTO KEY |
| C-908 SITE PHOTOS |
| LAYOUT1 |
| F1 SITE PHOTO 1 |
| F5 SITE PHOTO 2 |
| F9 SITE PHOTO 3 |
| B1 SITE PHOTO 4 |
| B9 PHOTO KEY |
File details come from the government source that posted it. Updated .