Appendix A Revisions.pdf
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- 70Z05025R43000002
About this file
These documents are detailed design and engineering plans for the Sitka Moorings project for the US Coast Guard, specifically documenting the construction of waterfront facilities in Sitka, Alaska. The comprehensive set of architectural and engineering drawings covers multiple aspects of the project, including demolition plans, site layouts, electrical systems, utilities, waterfront structural elements, and specific details for an approach pier, new WLB wharf, and associated infrastructure.
Key project components include a 224-foot approach pier, a 225-foot WLB (Seagoing Buoy Tender) wharf, electrical systems with shore power connections, utility infrastructure, and optional elements such as a boat bay maintenance facility and an FRC (Fast Response Cutter) floating dock. The project involves extensive site preparation, including demolition of existing features, grading, utility installations, and construction of new maritime structures. The design accommodates specific operational requirements like crane operations, shore power connections for different vessel types, and complex marine engineering considerations such as tide levels, pier resilience, and utility transitions between land and marine environments.
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US COAST GUARD
CIVIL ENGINEERING
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SHEET ID
DEMOLITION NOTES:
1. SEE WS (WATER FRONT) SHEETS FOR WATER FRONT
DEMOLITION.
2. REMOVE ASPHALT PAVEMENT WITHIN AND AROUND NEW
BUILDING FOOTPRINT.
3. REMOVE FENCE.
4. REMOVE LIGHT POLES.
5. REMOVE VEHICLE SLIDING GATE.
6. REMOVE PAVEMENT MARKINGS.
7. REMOVE BUSHES, AND SALVAGE AND REPLANT AS NEEDED
PER USCG MOA REQUIREMENTS.
8. REMOVE AND SALVAGE EXISTING MEMORIAL BENCHES AND
PLANT POTS. COORDINATE WITH PROPERTY OWNER.
9. REMOVE, SALVAGE, AND RELOCATE EXISTING SWINGSET.
COORDINATE WITH PROPERTY OWNER.
10. REMOVE GUARD RAIL.
11. DISMANTLE AND DISCARD THE EXISTING WIND TURBINE AND
ITS FOUNDATION.
12. REMOVE MISCELLANEOUS UTILITY WATER LINES.
13. REMOVE WALKWAY.
14. EXCAVATE SHORELINE FOR ABUTMENT FOUNDATION.
15. REMOVE CONCRETE.
16. REMOVE BOLLARDS.
GENERAL NOTES:
1. REPLACE PAVEMENT IN-KIND WHEN TRENCHING FOR NEW
UTILITIES.
2. EXISTING BACKGROUND PER TOPOGRAPHIC
SURVEY PREPARED BY NORTH 57 LAND SURVEYING LLC ON
11/17/2023.
3. THIS SURVEY DOES NOT GUARANTEE THE EXISTENCE OR
NONEXISTENCE, SIZE, TYPE, DEPTH, MATERIAL, OR
LOCATION OF ANY UNDERGROUND UTILITIES. ALL UTILITIES
SHOWN ARE BASED ON ABOVEGROUND UTILITY
STRUCTURES, AVAILABLE UTILITY MAPS AND SITE PLANS.
THE CONTRACTOR SHALL HAVE ALL EXISTING SITE UTILITIES
VERIFIED PRIOR TO ANY EXCAVATION.
4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO
NOAA/NOS MEAN LOW WATER DATUM (MLLW=0.00).
ELEVATIONS ARE BASED ON THE NGS PUBLISHED
ELEVATION AT BM#16 OF 20.57FT.
5. HORIZONTAL COORDINATES SHOWN HEREON ARE IN US
SURVEY FEET AND REFER TO THE ALASKA STATE PLANE
COORDINATE SYSTEM, ZONE 1. THE FOLLOWING VALUES OF
THESE SURVEY CONTROL POINTS ARE THE BASIS OF THE
SURVEY. THE BASIS OF BEARINGS IS AS FOLLOWS:
S 31°28'21" E 325.97' (R) 325.98' (M).
6. COORDINATE OFFSITE RELOCATION OF SALVAGED ITEMS
WITH THE NEIGHBORING PROPERTY OWNER, THE STATE OF
ALASKA DEPARTMENT OF EDUCATION.
7. FOR THE BASED BID, PROVIDE DEMOLITION AND CLEARING
OF EXISITNG SITE FEATURES WITHIN THE WATERFRONT
AND LANDSIDE AREAS NECESSARY FOR CONSTRUCT FULLY
OPERATIONAL APPROACH PIER, WLB WHARF, AND FRC
DOCK.
8. THE CONTRACTOR LAYDOWN AREA SHOWN IS
APPROXIMATE. USE OF TRACT C1 AREA MAY BE PHASED IN
A WAY TO ALLOW COMPLETION OF EACH ELEMENT OF THE
SITE.
X
SURVEY CONTROL POINTS:
9D
1.
dw g
CONTRACTOR
LAYDOWN AREA
LEGEND:
AC PAVEMENT DEMOLITION
CONCRETE PAVEMENT DEMOLITION
PROPERTY LINE
EXISTING SITE FEATURES
DEMOLISH SITE FEATURES
BASE BID DEMOLITION
BID OPTION 1 DEMOLITION
BID OPTION 2 DEMOLITION
EXISTING WHARF
AIRPORT ACCESS ROAD
CAMPUS ACCESS ROAD
TRACT C
TRACT B
DOCK ACCESS (P
AVED)
USCG OFFICE
POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION
8 30202.47 51204.63 - SPIKE
19 29987.81 51363.68 18.93 MAG NAIL
55 29996.17 51145.21 - MAG NAIL
129 30351.71 50915.77 21.2 2 1/2" BRONZE TABLET
400 30448.71 50867.39 - REBAR AND 2" ALUM. CAP
428 30198.51 51014.53 - MAG NAIL
5337 29972.27 51383.74 - MAG NAIL
6002 30375.1 50954.19 - 2 1/2" BRONZE TABLET
6003 30579.54 50940.35 - 3 1/2" ALUM TABLET
6004 30379.12 51023.55 - MAG NAIL
10001 30073.72 51085.95 19.54 2 1/2" BRONZE TABLET
PROPERTY LINEDEMOLITION LIMITS
BID OPTION 1
TYP
TRACT C1
6 TYP
7 TYP
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SHEET ID
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SITKA
MOORINGS
C1
224'
APPROXIMATE LIMITS OF
INWATER WORK
SITE NOTES:
1. WATER SHORE TIE PER DETAIL 1 ON SHEET C6.
2. UTILITY STAND PER DETAIL 2 ON SHEET C6.
3. DOCK FLEX CONNECTION PER DETAIL 3 ON SHEET C6.
4. SANITARY SEWER CONNECTION PER DETAIL 4 ON SHEET C6.
5. FIRE HOSE CONNECTION MANIFOLD PER DETAIL 6 ON SHEET
C6.
6. STUB-OUT CONNECTION FOR WATER AND SEWER.
GENERAL NOTES:
1. SEE ELECTRICAL SHEETS FOR ELECTRICAL ITEMS.
2. FOR THE BASE BID, PROVIDE WATERFRONT AND LANDSIDE
INFRASTRUCTURE AND UTILITIES NECESSARY FOR FULLY
OPERATIONAL APPROACH PIER, WLB WHARF, AND FRC
DOCK.
3. SITE LAYOUT SHOWN ON THE TOP PORTION OF THIS SHEET
INCLUDES THE FULL BUILD OUT (BASE BID AND BOTH BID
OPTIONS). PARTIAL SITE LAYOUT SHOWN ON THE BOTTOM
PORTION OF THIS SHEET IS AN EXAMPLE OF WHAT A BASE
BID ONLY SITE WOULD LOOK LIKE.
4. THE CONTRACTOR LAYDOWN AREA SHOWN IS
APPROXIMATE. USE OF TRACT C1 AREA MAY BE PHASED IN
A WAY TO ALLOW COMPLETION OF EACH ELEMENT OF THE
SITE.
X
EXISTING WHARF
AIRPORT ACCESS ROAD
CAMPUS ACCESS ROAD
DOCK ACCESS (P
AVED)
USCG OFFICE
PROPERTY LINE
EXAMPLE OF BASE BID SITE LAYOUT
LEGEND:
AC PAVEMENT
CONCRETE PAVEMENT
GRASSY SWALE
PROPERTY LINE
EXISTING SITE FEATURES
PROPOSED SITE FEATURES
BASE BID
BID OPTION 1
BID OPTION 2
BID OPTION 3
9C
9C
1.
dw g
WLB WHARF
(BASE BID)FRC FLOATING DOCK
(BID OPTION 3)
35'
BOAT BAY
BUILDING
(BID OPTION 1)
S35° 02' 14.06"E
PARKING
(BID OPTION 2)
CONTRACTOR
LAYDOWN AREA
R
EV
IS
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N
/1 7/
(BASE BID)
EXISTING FLOATING DOCK WILL REMAIN
IN USE IF BID OPTION 3 IS NOT
AWARDED. IF OPTION 3 IS AWARDED,
THEN THE EXISTING FLOAT WILL REMAIN,
BUT WILL NO LONGER BE IN USE.
FDC
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MOORINGS
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B Y:
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2 3 4 5 6 7 8 9 10
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SHEET ID
224'
9'
30'
CAMPUS ACCESS ROAD
USCG OFFICE
113.8'
24'
ATON YARD
24'
BOAT BAY BUILDING
(BID OPTION 1)
47'-4"
20'
6'
SITE NOTES:
1. APPROACH PIER, SEE WATERFRONT DRAWINGS.
2. APPROXIMATE PIER ABUTMENT, SEE WATERFRONT
DRAWINGS.
3. BOAT STORAGE AREA.
4. NO PARKING HATCH PAVEMENT MARKING.
5. PARKING STALL.
6. PEDESTRIAN GATE. PROVIDE SUFFICIENT BOLLARD
CLEARANCE AND VERIFY SWING DIRECTION.
7. MANUAL VEHICLE SLIDING GATE.
8. ASPHALT PAVEMENT.
9. SECURITY FENCE.
10. PROPERTY LINE.
11. RELOCATED MEMORIAL BENCH AND PLANT POTS.
12. RELOCATED SWINGSET.
13. EDGE OF PAVEMENT.
14. EXISTING BUILDING TO REMAIN.
15. STORM DRAINAGE LOW IMPACT DEVELOPMENT
GRASSY SWALE. MAY INCLUDE REPLANTED BUSHES
SHOWN ON D1.
16. EXISTING ELECTRICAL TRANSFORMER TO REMAIN.
17. APPROACH PIER ABUTMENT WING WALLS AND
HEAVY DUTY CONCRETE APPROACH SLAB, SEE
DETAIL 5 ON SHEET C6.
18. BOLLARDS.
19. VEHICULAR (HIGHWAY STYLE) GUARDRAIL.
20. PROVIDE A LANDSCAPE BUFFER BETWEEN FENCE
AND EXISTING SIDEWALK.
21. CONCRETE DRIVEWAY.
22. CONCRETE WALKWAY, CURB.
23. 4' MAN GATE TO ACCESS ELECTRIC METER.
24. 16' WIDE DOUBLE SWING GATE.
25. REMOVABLE BOLLARDS.
26. PROVIDE BOLLARDS AROUND UTILITY YARD.
27. PROVIDE ADA PARKING STALL AND SIGNAGE.
28. VAN ACCESSIBLE ADA PARKING STALL.
29. CONCRETE PAVEMENT.
GENERAL NOTES:
1. 58 TOTAL PARKING STALLS.
2. SEE C3 SHEET FOR GRADING ITEMS.
3. SEE C4 SHEET FOR UTILITY ITEMS.
4. SEE ELECTRICAL SHEETS FOR ELECTRICAL ITEMS.
5. COORDINATE OFFSITE RELOCATION OF SALVAGED ITEMS
WITH THE OWNER OF THE NEIGHBORING PROPERTY, THE
STATE OF ALASKA DEPARTMENT OF EDUCATION.
6. FOR THE BASE BID, PROVIDE WATERFRONT AND LANDSIDE
INFRASTRUCTURE NECESSARY FOR FULLY OPERATIONAL
APPROACH PIER, WLB WHARF, AND FRC DOCK, INCLUDING
THE PERIMETER FENCE AROUND TRACT C1.
7. SITE LAYOUT SHOWN INCLUDES BASE BID AND BOTH
OPTIONS.
8. SITE SECURITY FENCE AND GATES ARE A PART OF BID
OPTION 2.
X
5TYP
LEGEND:
AC PAVEMENT
CONCRETE PAVEMENT
GRASSY SWALE
PROPERTY LINE
EXISTING SITE FEATURES
PROPOSED SITE FEATURES
18TYP
TYP
16'
PROPERTY LINE
SITE WORK
BID OPTION 2
SITE WORK
BASE BIDAREA FOR
POTENTIAL FUTURE
DEVELOPMENT
79'
9C
9C
2.
dw g
27'
26TYP
R
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/1 7/
27 28
12'5'9'
G R
AD
IN
G P
LA
N
SITKA
MOORINGS
C3
ATON YARD
BOAT BAY BUILDING
(BID OPTION 1)
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B Y:
D R
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2 3 4 5 6 7 8 9 10
F
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SHEET ID
CAMPUS ACCESS ROAD
USCG OFFICE
FG=18.75
FG=18.75
1.
9%
2.
0%
2.
0%
2.
0%
2.
0%
2.
0%
1.
7%
1.0%
2.0%
1.55%
1.65% 2.5%
1.
5%
GRADING NOTES:
1. SLOPE AT 2% MAX TOWARDS THE SWALE.
2. ADJUST MANHOLE TO NEW GRADE.
3. ADJUST CATCH BASIN TO NEW GRADE.
4. STORM DRAINAGE LOW IMPACT DEVELOPMENT GRASSY
SWALE. MAY INCLUDE REPLANTED BUSHES SHOWN ON D1.
5. 2:1 V-DITCH.
6. CONFORM TO EXISTING GRADES.
7. SEE GEOTECHNICAL REPORT FOR SUBSURFACE SOIL
CONDITIONS, INCLUDING HARD ROCK AND BOULDERS.
8. FOR THE BASE BID, PROVIDE WATERFRONT AND LANDSIDE
GRADING AND STORM DRAINAGE NECESSARY FOR FULLY
OPERATIONAL APPROACH PIER, WLB WHARF, AND FRC DOCK.
9. GRADE DRIVEWAY TO CONFORM TO EXISTING GRADES.
10. GRADE WALKWAYS TO CONFORM TO EXISTING GRADES.
X
4 5
LEGEND:
SURFACE SLOPE
APPROXIMATE GRADING LIMIT
PROPERTY LINE
EXISTING SITE FEATURES
PROPOSED SITE FEATURES
1.00%
PROPERTY LINE
5 C6
BID OPTION 2 BASE BID
6 6
9C
9C
3.
dw g
R
EV
IS
IO
N
/1 7/
T T
T T
T T
T
T T
FDC
U
TI
LI
TY
P
LA
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SITKA
MOORINGS
C4
ATON YARD
BOAT BAY BUILDING
(UTILITIES FOR BUILDING ARE
PART OF BID OPTION 1)
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/0 6/
D
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D
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BM
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TA
L
/0 6/
FI
N
AL
D -B
R
FP
S U
BM
IT
TA
L
/2
1/
US COAST GUARD
CIVIL ENGINEERING
D
ES
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
K
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IT
ED
B Y:
D
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EC
KE
D
B Y:
D R
AW
N
B Y:
G
2 3 4 5 6 7 8 9 10
F
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D
C
B
A
PL
O
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IN
G S
C
AL
E:
SC
AL
E:
U
SC
G D
R
AW
IN
G
N 0.
SH
EE
T O
F
U
SC
G P
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C
T N
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U
SC
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N
AM
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A/ E
C O
M
PA
N Y:
C O
N
SU
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IN
G A
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PR
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PR
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C T
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SHEET ID
CAMPUS ACCESS ROAD
USCG OFFICE
UTILITY NOTES:
1. 4" SANITARY SEWER LINE.
2. SANITARY SEWER MANHOLE.
3. CONNECT TO EXISTING SANITARY SEWER MANHOLE.
4. 4" SANITARY SEWER FORCE MAIN.
5. 6" WATER LINE.
6. 2" WATER LINE.
7. 6" STORM DRAIN PIPES COLLECTION ROOF DRAINAGE.
8. FIRE DEPARTMENT CONNECTION DRY STANDPIPE
PER FIRE PROTECTION REQUIREMENTS.
9. 6" FIRE WATER LINE DRY STANDPIPE SYSTEM.
10. FIRE HYDRANT ON 6" LATERAL WITH VALVE.
11. ADJUST MANHOLE TO NEW GRADE.
12. ADJUST CATCH BASIN TO NEW GRADE.
13. STORM DRAINAGE LOW IMPACT DEVELOPMENT
GRASSY SWALE.
14. 2:1 V-DITCH.
15. CONNECT TO EXISTING 6" WATER LINE. PROVIDE
VALVE.
16. SEWER OIL WATER SEPARATOR.
17. ELECTRICAL STRUCTURE, SEE ELECTRICAL PLANS.
18. 1500 GALLON SEWER OIL WATER SEPARATOR.
19. STORM DRAIN PIPE STUBOUT, IF BASE BID ONLY.
GENERAL NOTES:
1. WATER AND SEWER UTILITIES ARE MOUNTED ON THE SIDE
OF THE PIER.
2. SEE ELECTRICAL SHEETS FOR ELECTRICAL ITEMS.
3. SEE GEOTECHNICAL REPORT FOR SUBSURFACE SOIL
CONDITIONS, INCLUDING HARD ROCK AND BOULDERS.
4. FOR THE BASE BID, PROVIDE WATERFRONT AND LANDSIDE
UTILITIES NECESSARY FOR FULLY OPERATIONAL APPROACH
PIER, WLB WHARF, AND FRC DOCK.
X
2 3
PROPERTY LINE
LEGEND:
SANITARY SEWER
FIRE WATER
FRESH WATER
STORM DRAIN
9C
9C
4.
dw g
R
EV
IS
IO
N
/1 7/
19 (BASE BID)5
9' -0
TOP OF FLOATING DOCK
30"
1 5/8" STAINLESS STEEL CHANNEL
STRUT WITH 316 STAINLESS STEEL
BOLTS AT EACH VERTICAL MEMBER
1 5/8" STAINLESS STEEL CHANNEL
RISER SUPPORT AS NEEDED TO
SUPPORT WATER AND SEWER LINES
ON SAME SUPPORT, TYP
3x3x3/16 SQ TUBE HOT DIP
GALVANIZED STEEL, TYP
TOP OF FLOATING
DOCK
1/2"x6"x8" PLATE
1/2"x4"x8" PLATE PAINTED STEEL PIPE
MOUNTED TO FLOAT AND
PIPE SUPPORTS, TYP
PAINTED STEEL PIPE
MOUNTED TO FLOAT AND
PIPE SUPPORTS, TYP
9' -0
" A N
D V
AR
IE
S
18" MINIMUM WIDTH
TO BE DETERMINED BY MECHANICAL
CONTRACTOR AND DOCK FABRICATOR.
(2'-9"± FOR MID-DOCK SUPPORTS AND
ELECTRICAL SUPPORTS)
NOTE: ALL BOLTS AND HARDWARE
ARE 316 STAINLESS STEEL
GATE VALVE
KAMLOCK
COUPLER ELBOW
W/ CHECK VALVE
FLOAT DOCK
OR WHARF
NOTE:
PROVIDE 8"x8"x25 1/2" TALL HOT DIP
GALVANIZED STEEL "H" BEAM PIPE
SUPPORT BOLTED TO DOCK AT
EACH RISER.+18.75'± MLLW
WHARF DECK
SUPPORT WATER AND SEWER PIPES
TO UNDERSIDE OF WHARF
BOLTED FLANGED CONNECTIONS
AT FLEXIBLE HOSE CONNECTIONS
TO PIPE, TYP.
WATER AND SEWER PIPES
SUPPORTED ON GANGWAY OUTRIGGER
MINIMUM BEND RADIUS SHALL
NOT BE LESS THAN MANUFACTURER'S
RECOMMENDATION
STAINLESS STEEL PIPE RISER
MOUNTED TO UTILITY STAND
UTILITY STAND
STAINLESS STEEL FLANGE
ALLOW ACCESS SPACE FOR
FLANGE BOLTS CONNECTION
TO HDPE PIPE IN DOCK
GANGWAY
FLOAT DOCK
KAMLOCK COUPLER ELBOW
W/ CHECK VALVE
4" RISER
2 1/2" BRASS VALVE AS
APPROVED BY THE FIRE
MARSHAL, TYP.
4"x2 1/2"x2 1/2"" THREADED TWO-WAY
MALE OUTLET DIXON POWHATAN OR
APPROVED EQUAL
DOCK
NOTE:
1. PROVIDE 8"x8"x25 1/2" TALL HOT DIP GALVANIZED
STEEL "H" BEAM PIPE SUPPORT BOLTED TO DOCK
AT EACH RISER.
2. PROVIDE PROTECTIVE RAILING AS REQUIRED BY
FIRE DEPARTMENT.
SI
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D
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AI
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SITKA
MOORINGS
C6
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US COAST GUARD
CIVIL ENGINEERING
D
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IG
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B
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A/ E
C O
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PA
N Y:
C O
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PR
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C
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IN
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PR
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C T
N O
SHEET ID
UTILITY STAND
DOCK FLEX CONNECTION
FIRE HOSE VALVE CONNECTION DETAIL
SANITARY SEWER CONNECTION
C1 C6
C1 C6
C1 C6
C1 C6
APPROACH PIER ABUTMENT SECTION5
C3 C6
APPROACH PIER ABUTMENT
ELEVATION 18.75
APPROXIMATE EXISTING MUDLINE
MATCH PROPOSED GRADE
APPROACH PIER BENT PER WATER FRONT DRAWINGS
BACKFILL AS NEEDED.
APPROACH PIER CONCRETE SLAB
CAPABLE OF SUPPORTING HS20-44
AND 75-TON MOBILE CRANE LOADING
AC PAVEMENT
CONSTRUCT WING WALLS ADJACENT TO
APPROACH PIER ABUTMENT AS NEEDED
TO SUPPORT SIDE SLOPES, APPROACH
SLAB, AND VEHICLE LOADING
9C
9C
6.
dw g
EXCAVATE AND FILL AS
REQUIRED TO CONSTRUCT
APPROACH PIER
ABUTMENT FOUNDATION
R
EV
IS
IO
N
/1 7/
0 2' 4' 8'
BOAT BAY BUILDING - EAST ELEVATION (WEST ELEVATION SIMILAR)
D2
0 2' 4' 8'
BOAT BAY BUILDING - NORTH ELEVATION (SOUTH ELEVATION SIMILAR)
A2
SI
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SITKA
MOORINGS
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7/
US COAST GUARD
CIVIL ENGINEERING
D
ES
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
K
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B Y:
D
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D
B Y:
D R
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N
B Y:
G
2 3 4 5 6 7 8 9 10
F
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D
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B
A
PL
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IN
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SC
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U
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IN
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N 0.
SH
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T O
F
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AM
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A/ E
C O
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PA
N Y:
C O
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C T
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SHEET ID
DEMOLITION NOTES
EXISTING LIGHT POLE SHALL BE DEMOLISHED INCLUDING FOUNDATION AND
ABANDONED UNDERGROUND CONDUIT AND WIRE. THE CONTRACTOR SHALL
MAINTAIN EXISTING LIGHTING AS LONG AS POSSIBLE DURING
CONSTRUCTION FOR SECURITY OF THE ACTIVE US COAST GUARD SITE. THE
CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AS REQUIRED TO
MAINTAIN SECURITY BASED ON CONSTRUCTION ACTIVITIES.
EXISTING PADMOUNT TRANSFORMER TO BE REMOVED BY THE CITY OF SITKA
ELECTRIC UTILITY ONCE THE NEW ELECTRICAL SYSTEM IS ARE IN PLACE AND
OPERATIONAL.
EXISTING UNDERGROUND PRIMARY CABLING TO BE REMOVED BY THE CITY
OF SITKA ELECTRIC UTILITY ONCE THE NEW ELECTRICAL SYSTEMS ARE IN
PLACE AND OPERATIONAL.
EXISTING UNDERGROUND SECONDARY BETWEEN UTILITY TRANSFORMER
AND SERVICE SWITCHBOARD TO BE REMOVED ONCE NEW ELECTRICAL
SYSTEM IS IN PLACE AND OPERATIONAL.
EXISTING US COAST GUARD
OFFICE BUILDING
EXISTING SITE
UTILITY
TRANSFORMER
SHEET LEGEND
EXISTING LIGHT POLE AND FOUNDATION TO BE DEMOLISHED.
EXISTING LIGHT POLE AND FOUNDATION TO REMAIN.
EXISTING PIER ELECTRICAL
SERVICE SWITCHBOARD
D
ES
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
K
ED
IT
ED
B Y:
D
AT
E C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
PL
O
TT
IN
G S
C
AL
E:
SC
AL
E:
U
SC
G D
R
AW
IN
G
N 0.
SH
EE
T O
F
U
SC
G P
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C
T N
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SC
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N
AM
E
A/ E
C O
M
PA
N Y:
C O
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IN
G A
/E
PR
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C
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IN
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A/
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PR
O
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C T
N O
SHEET ID
SI
TK
A W
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ER
FR
ON
T
IM
PR
OV
EM
EN
TS
SI
TK
A
AK
SITKA
MOORINGS
U
SC
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D C
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TR
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C
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C
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IN
G
S
/0 6/
D
R
AF
T D
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FP
S
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BM
IT
TA
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/0 4/
US COAST GUARD
CIVIL ENGINEERING
D
R
AF
T D
-B R
FP
S
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BM
IT
TA
L
/0 6/
FI
N
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FP
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1/
R
EV
IS
IO
N
/1 7/
40' 20' 0 40' 80'
SCALE: 1"=40'-0"
SCALE:
N1 OVERALL ELECTRICAL SITE PLAN - DEMOLITION
1" = 40' - 0"
JM JS
JS JM
FDC
NEW WLB WHARF
EXISTING
APPROACH
EXISTING WHARF
NEW
APPROACH
PIER
EXISTING FLOATING DOCK
NEW SERVICE
TRANSFORMER
EXISTING SITE
UTILITY
TRANSFORMER
EXISTING UTILITY
MANHOLE
PM J
E2
PM
EXISTING US COAST GUARD
OFFICE BUILDING
NEW BUILDING
E4
FLOATING DOCK
ENLARGED PLAN
PM
J
SHEET LEGEND
SHOWER POWER MOUND. SEE SHEET E4 FOR MORE
INFORMATION.
JUNCTION BOX, NEMA 4X, TYPE 316 STAINLESS STEEL
SIZED PER CODE.
TRANSFORMER.T
PM PM PM
ELECTRIC SERVICE SCOPE OF WORK
BY CITY OF SITKA ELECTRIC UTILITY:
- CUTTING, TRENCHING, BACKFILL, SURFACE REPAIR FOR 15KV
BETWEEN PRIMARY METER VAULT AND EXISTING UTILITY
INFRASTRUCTURE
- CONDUIT, CORE DRILLING OF PRIMARY METER VAULT FOR
NEW UTILITY CONDUIT
- 15KV CABLE AD ASSOCIATED APPURTENANCES BETWEEN
PRIMARY METER VAULT AND EXISTING UTILITY PADMOUNT
SWITCH TO THE EAST
BY ELECTRICAL CONTRACTOR:
- 15KV CONDUIT, CABLE AND ASSOCIATED APPURTENANCES
BETWEEN PRIMARY METER DISCONNECT AND NEW
TRANSFORMER
- PADMOUNT TRANSFORMER, PAD, VAULT, AND ASSOCIATED
EARTHWORK
- CONNECTION OF SECONDARY CONDUIT TO TRANSFORMER
VAULT
- SECONDARY CABLE CONNECTION TO SERVICE TRANSFORMER
- SECONDARY CONDUIT AND CABLE FROM TRANSFORMER TO
SERVICE SWITCHBOARD
- SWITCHBOARD SUSE PULL SECTION WITH CTS AND METER IN
AGREEMENT WITH USCG ADVANCED METERING STANDARDS.
CITY OF SITKA ELECTRICAL CONNECTION BY CITY OF SITKA.
PROVIDE NEW PADMOUNT TRANSFORMER. SEE ONE-LINE ON E5 FOR
ADDITIONAL INFORMATION. COORDINATE SIZE AND SITE
REQUIREMENTS WITH THE CITY PER THE CITY OF SITKA STANDARDS.
NEW 480Y/277V SWITCHBOARD WITH CITY OF SITKA CURRENT
TRANSFORMER COMPARTMENT AND METER FED FROM NEW PADMOUNT
SERVICE TRANSFORMER. PROVIDE WITH MAIN BREAKER WITH LSIG
ADJUSTABLE SETTINGS.
THE SWITCHBOARD SHALL BE SIZED TO SERVE THE FOLLOWING LOADS
WITH 25% SPARE CAPACITY AND SPACE:
- EXISTING USCG OFFICE BUILDING
- BOAT BAY BUILDING
- (2) 400A, 450V BUOY TENDER SHORE POWER CONNECTION VIA
ISOLATION TRANSFORMER
- (2) 200A, 450V FRC SHORE POWER CONNECTION VIA ISOLATION
TRANSFORMER
- 200A, 480V FRC SHORE POWER MOUND MAINTENANCE POWER
CONNECTION
- (3) COMBO 30A/50A, 120/240V ATON BOAT SHORE POWER
CONNECTIONS
6" DIA CONCRETE FILLED PIPE BOLLARD WITH 12"X36" CONCRETE
FOUNDATION (TYP OF 6)
300KVA, 480v TO 450v DELTA SHORE POWER ISOLATION TRANSFORMER
PER CSTO ELECTRICAL SHORE TIES STANDARD.
FRC SHORE POWER SWITCHBOARD WITH 400A MAIN BREAKER WITH
SHUNT TRIP BASED ON VOLTAGE MONITOR RELAY. SWITCHBOARD
SHALL INCLUDE A GROUND MONITORING SYSTEM WITH VISUAL AND
AUDIBLE ANNUNCIATION AND LOCAL OVERRIDE PER CSTO ELECTRICAL
SHORE TIE STANDARD.
PROVIDE UNDER PIER FIBERGLASS RESIN REINFORCED CONDUIT
SUITABLE FOR THE LOCATION INSTALLED FOR THE FOLLOWING
SYSTEMS:
- (2) 4"C FRC SHORE POWER
- (1) 4"C FRC MAINTENANCE POWER
- (3) 2"C ATON SHORE POWER CONNECTION
- (2) 4"C BUOY TENDER SHORE POWER
- (1) 2"C FOR SPARE RECEPTACLE
PROVIDE LIGHTING OF PARKING AREA WITH POLE MOUNTED FIXTURES
AROUND THE PERIMETER OF THE AREA INDICATED. POLES POSITIONED
ADJACENT TO FENCING SHOULD BE 3' INSIDE THE FENCE LINE. FIXTURES
SHALL NOT IMPEDE THE FLOW OF TRAFFIC AND MATERIALS
THROUGHOUT THE SITE. POLE HEIGHT SHALL BE LIMITED TO 25FT.
PROVIDE BIRD SPIKES ON ALL FIXTURES.
PROVIDE LIGHTING OF FIXED WHARF AND APPROACH PIER WITH POLE
MOUNTED FIXTURES. THE LUMINAIRE ARMS SHALL NOT EXTEND MORE
THAN 5' INTO THE WHARF OR APPROACH PIER AREAS SO AS TO NOT
INTERFERE WITH CRANE OPERATIONS. PLACE POLES AROUND THE
PERIMETER OF THE WEST, EAST, AND SOUTH EDGES OF THE WHARF.
FIXTURES SHALL NOT IMPEDE MOORING OF BOATS AND SHIPS AND
SHALL NOT INFRINGE ON THE PATHS OF TRAVEL FROM SHORE TO THE
BOATS AND SHIPS. POLE HEIGHT SHALL BE LIMITED TO 30FT. PROVIDE
BIRD SPIKES ON ALL FIXTURES.
500 KVA, 480V TO 480V DELTA SHORE POWER ISOLATION TRANSFORMER
FOR BUOY TENDER PER CSTO ELECTRICAL SHORE TIES STANDARD.
BUOY TENDER SHORE POWER SWITCHBOARD WITH 800A MAIN BREAKER
WITH SHUNT TRIP BASED ON VOLTAGE MONITOR DELAY. SWITCHBOARD
SHALL INCLUDE A GROUND MONITORING SYSTEM WITH VISUAL
ANNUNCIATION AND LOCALOVERRIDE PER CSTO ELECTRICAL SHORE TIE
STANDARD.
BUOY TENDER SHORE POWER MOUND WITH (2) 400A BUOY TENDER
CONNECTIONS AND INTEGRAL COMMUNICATIONS ENCLOSURE FOR
TERMINATION OF COPPER TWISTED PAIR.
PROVIDE 4'x4' ELECTRICAL HANDHOLE ON SHORE.
PROVIDE 2'X5' COMMUNICATIONS HANDHOLE ON SHORE.
AT TRANSITION FROM LAND TO PIER, ROUTE CONDUITS ALONG THE SIDE
OF THE APPROACH PIER TO AVOID HE WAVE BREAK. CONDUITS SHALL
TRANSITION TO THE UNDERSIDE OF THE NEW WLB WHARF FOR ROUTING
TO THE FRC FLOATING DOCK.
CONSTRUCTION NOTES
GENERAL NOTES
1. ALL EXTERIOR HARDWARE SHALL BE STAINLESS STEEL AND
SUITABLE FOR A MARINE ENVIRONMENT. EXTERIOR ENCLOSURES
SHALL BE NEMA 4X, UNLESS SPECIFIED OTHERWISE.
EXISTING 200A, 480V
SERVICE DISCONNECT
EXISTING PIER
SWITCHBOARD
E5
SECONDARY SERVICE
FROM NEW SERVICE
TRANSFORMER TO NEW
SWITCHBOARD
TT
FRONT FRONT
D
ES
IG
N
ED
B
Y:
D
ES
C
R
IP
TI
O
N
M
AR
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IT
ED
B Y:
D
AT
E C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
PL
O
TT
IN
G S
C
AL
E:
SC
AL
E:
U
SC
G D
R
AW
IN
G
N 0.
SH
EE
T O
F
U
SC
G P
R O
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C
T N
O
U
SC
G F
IL
E
N
AM
E
A/ E
C O
M
PA
N Y:
C O
N
SU
LT
IN
G A
/E
PR
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C
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PR
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C T
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SHEET ID
SI
TK
A W
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T
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PR
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SI
TK
A
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SITKA
MOORINGS
U
SC
G F
D C
C S
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TT
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D A
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SE
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TL
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AR
SH
AL
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SM
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TR
AN
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ST
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S
C
EN
TE
R
S
TR
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T, S U
IT
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BE
R
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LE
Y, C
A
P5
1:
AS
S
H O
W N
C
O N
C
EP
T D
R
AW
IN
G
S
/0 6/
D
R
AF
T D
-B R
FP
S
U
BM
IT
TA
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/0 4/
US COAST GUARD
CIVIL ENGINEERING
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40' 20' 0 40' 80'
SCALE: 1"=40'-0"
SCALE:
N1 OVERALL ELECTRICAL SITE PLAN - CONSTRUCTION
1" = 40' - 0"
SCALE:
N2 ENLARGED PLAN
1" = 5' - 0"
JM JS
JS JM
CONSTRUCTION NOTES
STRUCTURE AND MOUNTING/ANCHORING SHALL BE DESIGNED BY
THE STRUCTURAL ENGINEER BASED ON THE CABLES TO BE
SUPPORTED AND APPLICABLE FORCES/MOVEMENT ANTICIPATED.
PROVIDE PRIMARY, LOOP FEED, PADMOUNT TRANSFORMER WITH
SWITCHING AND FUSING AS SHOWN. PROVIDE #1/0 BARE COPPER
GROUND LOOP AROUND VAULT OFFSET 24" AND BURIED 18"
BELOW FINISHED GRADE WITH TWO CONNECTIONS TO THE
TRANSFORMER GROUND ON OPPOSITE SIDES OF THE LOOP.
PROVIDE TWO, 5/8"X8'-0" COPPER CLAD STEEL GROUND RODS
DRIVEN TO 12" BELOW FINISHED GRADE AT OPPOSITE CORNERS
OF THE LOOP WITH ONE OF THEM HAVING A TEST WELL. SIZE
EXPULSION (EXP) AND CURRENT LIMITING (CL) FUSES BASED ON
THE MANUFACTURER'S RECOMMENDATIONS FOR THE
TRANSFORMER SELECTED.
PROVIDE #1/0 BARE COPPER GROUND CONNECTION FROM SURGE
ARRESTORS TO GROUND LOOP.
FR
ON
T
8'-0" TALL STAINLESS
STEEL CABLE SUPPORT
FOR STRAIN RELIEF
GANGWAY
POWER CONDUITS WITH BELL ENDS
FLOAT DECK
STAINLESS STEEL
JUNCTION BOX FOR
POWER. COMMUNICATIONS
JUNCTION BOX ADJACENT
PROVIDE STRAIN RELIEF KELLUM GRIPS FOR
ALL POWER AND COMMUNICATIONS CABLES
AND RACEWAYS.
POWER AND COMMUNICATIONS
CONDUITS UNDER WHARF
CONDUIT SUPPORTS (TYP)
WHARF DECK
WHARF CURB
PROVIDE STRUCTURAL
SUPPORT FOR JUNCTION BOX
SUPPORT CONDUITS
AT VERTICAL TRANSITION
COMMUNICATIONS
TRANSITION BOX
PROVIDE ADEQUATE SLACK
IN CABLES TO ENABLE
MAXIMUM FLOAT HORIZONTAL
AND VERTICAL MOVEMENT
INNERDUCT
STRAIN RELIEF
KELLEM GRIPS (TYP)
EXP CL
NEW PADMOUNT TRANSFORMER ON
NEW TRANSFORMER VAULT
12.47KV TO 480Y/277V
M
PADMOUNT PRIMARY METER
WITH DISCONNECT BY UTILITY
PRIMARY METER VAULT BY CITY
OF SITKA ELECTRIC UTILITY
FROM
UTILITY
SYSTEM
(1) 4"C., (3) #2 CU., 15KV, MV105
(1) 4"C., PULL ROPE ONLY
200A, 15KV, LOAD-BREAK
CONNECTION (TYP)
TO SECONDARY
SWITCHBOARD,
SEE E6
NEW SERVICE TRANSFORMER
PROVIDE ELECTRICAL
CONNECTION TO
MOTORIZED GATE
CITY OF SITKA ELECTRICAL
CONNECTION BY CITY OF SITKA
PAD MOUNTED METER
PROVIDED BY CITY OF SITKA
ELECTRIC UTILITY
CONDUIT AND CABLE
BY CONTRACTOR
CONDUIT AND CABLE
BUT CITY OF SITKA
ELECTRIC UTILITY
(2) 4" C., PRIMARY POWER
TO NEW SWITCHGEAR
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SCALE:1 GANGWAY CABLE TRANSITION DIAGRAM EXAMPLE
1/2" = 1' - 0"
SCALE:2 ONE-LINE DIAGRAM - MEDIUM VOLTAGE
DIAGRAMMATIC SCALE:3 ONE-LINE DIAGRAM - MEDIUM VOLTAGE
DIAGRAMMATIC
400A/3P 800A/3P 400A/3P
400A/3P
500KVA
480VΔ -> 450VΔ
800A/3P
300KVA
480VΔ -> 450VΔ
FROM 12KV TRANSFORMER
SECONDARY, SEE DETAIL 2/E5
CONNECTION
FOR NEW BOAT
BAY BUILDING
SERVICE ENTRANCE
SWITCHBOARD WITH GROUPED BREAKERS, 480Y/277V SHORE POWER SWITCHBOARD BREAKERS WITH ADDITIONAL RELAYS AND CONTROLS
50C
50C
50C
MET
50C
50C
50C
MET
SPD SPD
30A/3P 100%
RATED CB
30A, 480V SAFETY
INTERLOCKED MODULE
100A, 480V SAFETY
INTERLOCKED MODULE
POWER WELDING
200A/3P
M
CONSTRUCTION NOTES
PROVIDE USCG METERING FOR MAIN SERVICE
CONNECTED TO USCG METERING SYSTEM. METER
SHALL BE COMPATIBLE WITH USCG MODHOPPED
COMMUNICATIONS PROTOCOL.
BREAKER CONTROL SHALL BE ELECTRONIC AND
PROGRAMMABLE.
PROVIDE GROUND MONITORING SYSTEM PER RFP
REQUIREMENTS.
SIZE CIRCUIT BREAKER AND SWITCHBOARD AS
REQUIRED. COORDINATE SERVICE WITH THE CITY
OF SITKA ELECTRIC UTILITY.
MOUNT RECEPTACLE IN COMMUNICATIONS
ENCLOSURE.
SHORE POWER ISOLATION TRANSFORMER PER
USCG "CSTO ELECTRIC SHORE TIE".
PROVIDE NEMA 3R POWER MOUND ENCLOSURE
WITH (1) 30A NEMA L5-30 RECEPTACLE, (1) 50A
LEVITON 6370CR (NON-NEMA) RECEPTACLE, AND (1)
20A GFCI RECEPTACLE FOR ATON BOAT SHORE
POWER. EACH RECEPTACLE SHALL INCLUDE AN
INDEPENDENT CIRCUIT BREAKER ADJACENT TO
RECEPTACLE TO ENABLE OPERATOR TO TURN OFF
POWER PRIOR TO DISCONNECTING PLUG. ALL
RECEPTACLES SHALL BE TWIST LOCK.
PROVIDE USCG METERING CONNECTED TO USCG
METERING SYSTEM. METERS SHALL BE
COMPATIBLE WITH USCG MODHOPPER
COMMUNICATIONS PROTOCOL.
THE CONTRACTOR SHALL ADJUST THE TRIP
SETTING OF THE MAIN CIRCUIT BREAKER TO 400A
WITH ADJUSTABLE SETTINGS BASED ON THE
CONTRACTOR PROVIDED COORDINATION STUDY.
AL1
D
4"C., (3)#3/0 MCM CU.,
& #6 CU GND
EXISTING USCG
OFFICE BUILDING
2 SETS OF 4"C., (3) 600KCM CU.,
& #1/0 CU. GND IN EACH
2 SETS OF 3"C.,
(3)#3/0 CU., &
#3 CU. GND
FRC SHORE POWER
ENCLOSURE
2 SETS OF 4"C.,
(3)#3/0 CU., &
#3 CU. GND IN EACH
2 SETS OF 4"C.,
(3) 600KCM CU., &
#1/0 CU. GND IN EACH
G G
G 50A/2P CB
10KVA 1Ø
480V-120/240V
TRANSFORMER
50A/2P CB
#8 AWG
#3/0 AWG
200A/3P 100%
RATED CB
200A/3P 100%
RATED CB
#600KCM AWG
400A/3P 100%
RATED CB
400A/3P 100%
RATED CB
GROUND LUG,
TYP.
#1/0 AWG
600KCM AWG
#1/0 AWG
600KCM AWG
400A, CROUSE-HINDS M24368/2
RECEPTACLE FOR SHIPS-SERVICE
POWER SUPPLY
SHIPS-SERVICE POWER SUPPLY
450V, 3-W+GND UNGROUNDED DELTA
SHIPS-SERVICE POWER SUPPLY
450V, 3-W+GND UNGROUNDED DELTA
INDUSTRIAL-SERVICE POWER SUPPLY
480V, 3 W+GND UNGROUNDED DELTA
200A, 100% RATED CIRCUIT BREAKERS, 480V
ESL SAFETY INTERLOCKED MODULE WITH
RUSSELLSTOLL DF2404FR000 RECEPTACLE
(MATES WITH DS2404MP000 MALE PLUG)
#2 AWG
#3/0 AWG
#2 AWG
#3/0 AWG
GROUND LUG, TYP.
30A/2P CB
20A/1P CB, TYP.
100A/3P 100%
RATED CB
#2 AWG
#2 AWG
#10 AWG
NEMA L6-30A
240V 1Ø
RECEPTACLE
20A 120V DUPLEX
RECEPTACLE, GFCI
BUOY TENDER SHORE
POWER ENCLOSURE
480V, 3PH, 4W
COMMUNICATIONS
ENCLOSURE
40W STRIP HEATER WITH 40°
THERMOSTAT AND 1A FUSE
LSIG
#1/0 AWG
#6 AWG
#3 AWG
FRC SHORE POWER BUOY TENDER SHORE POWER
#10 AWG
80A/2P
37.5KVA
1Ø, 480V->120/240V200A/2P
60A/2P
60A/2P
60A/2P
120/240V, 200A
1Ø, PANEL
1"C., (2)#2 CU.,
& #8 CU GND
1-1/2"C., (2)#3/0 CU., & #6 CU GND
PM
PM
PM
30A,W
W,G
2"C., (2)#6 CU., & #10 CU GND
SCALE:1 SHORE POWER ONE-LINE DIAGRAM
DIAGRAMMATIC
50A,W
30A,W
W,G
30A,W
W,G
M M M M M
8 8 8 8 8
M
200A/3P
M
EXISTING PIER
SWITCHBOARD
(2) 3"C., WITH (4)#4/0 CU.,
& #4 CU GND IN EACH
3"C., WITH (4)#3/0 CU.,
& #6 CU GND
200A/3P
400AT/
1200AF/3P
SPARE
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CIVIL ENGINEERING
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US COAST GUARD
CIVIL ENGINEERING
N
EW
A
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WS-6
9W
S-
9W
S- 6.
D W
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AutoCAD SHX Text
WLB WHARF
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
APPROACH PIER - DECK PLAN
AutoCAD SHX Text 1/8" = 1'-0"
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
AutoCAD SHX Text
WS-6
AutoCAD SHX Text
WS-11
AutoCAD SHX Text CRANE OPERATIONS ON APPROACH ARE LIMITED TO MOBILE CRANE IN TRANSIT WITH LOAD. NO OUTRIGGER LOADING.
AutoCAD SHX Text 35'-0"
AutoCAD SHX Text
EXIST. RIPRAP
AutoCAD SHX Text
EXIST. RIPRAP
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
RESTORE RIPRAP MOVED FOR PILE INSTALLATION
AutoCAD SHX Text
RESTORE RIPRAP MOVED FOR PILE INSTALLATION
AutoCAD SHX Text
PRIOR TO INSTALLING DECK
AutoCAD SHX Text
FDC
AutoCAD SHX Text
PER CIVIL
AutoCAD SHX Text
SHORELINE
AutoCAD SHX Text
WARP TO DRAIN
AutoCAD SHX Text
35' WIDE APPROACH PIER
AutoCAD SHX Text
PRECAST OR C.I.P. CONC. PILE CAP BEAMS
AutoCAD SHX Text
GALV. STL PIPE PILES W/ CONC. FILL
AutoCAD SHX Text
12" HIGH CONC. CURB
AutoCAD SHX Text
12" HIGH CONC. CURB
AutoCAD SHX Text
WIDEN CAPS FOR BATTER PILES AS NEEDED
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
P.T. TIMBER GUARD RAILING (TYP.)
AutoCAD SHX Text
WLB WHARF SEE SHEET WS-7WS-7
AutoCAD SHX Text
ANGLE APPROACH PIER TO MEET UP WITH PIERHEAD POSITION PER CIVIL DRAWINGS
AutoCAD SHX Text
PRECAST OR COMPOSITE CONCRETE DECK
AutoCAD SHX Text
CONCRETE ABUTMENT
AutoCAD SHX Text
EXPANSION JOINT
AutoCAD SHX Text
CONCRETE APRON OVER COMPACTED FILL REGION
AutoCAD SHX Text 185'-0"±
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
LR = LIFE RING & STAND FDC = FIRE DEPT. CONN.
AutoCAD SHX Text
LR
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US COAST GUARD
CIVIL ENGINEERING
N
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W
LB
W H
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WS-7
9W
S-
9W
S- 7.
D W
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AutoCAD SHX Text
55' MIN.
AutoCAD SHX Text
225' WLB
AutoCAD SHX Text 35'-0"
AutoCAD SHX Text
250' MIN. TOTAL LENGTH
AutoCAD SHX Text 25'-0"
AutoCAD SHX Text 30'-0"
AutoCAD SHX Text
APPROACH PIER SEE WS-6WS-6
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
(6) MOORING BOLLARDS
AutoCAD SHX Text
65'-0" MIN.
AutoCAD SHX Text
CORNER PROTECTION SYSTEM (TYP.)
AutoCAD SHX Text
MIN. 24" COMPOSITE PLASTIC CAMELS
AutoCAD SHX Text
COMPOSITE PLASTIC OR FIBERGLASS FENDER PILES
AutoCAD SHX Text
12" HIGH CONC. CURB (TYP.)
AutoCAD SHX Text
12" HIGH CONC. CURB (TYP.)
AutoCAD SHX Text
P.T. TIMBER GUARD RAILING (TYP. 3 SIDES)
AutoCAD SHX Text
PRECAST OR C.I.P. CONCRETE PILE CAP BEAMS
AutoCAD SHX Text
GALV. STL PIPE PILES W/ CONC. FILL
AutoCAD SHX Text
SS
AutoCAD SHX Text
FW
AutoCAD SHX Text
SS
AutoCAD SHX Text
FW
AutoCAD SHX Text
PM
AutoCAD SHX Text
PRECAST OR COMPOSITE CONCRETE DECK
AutoCAD SHX Text
WIDEN CAPS FOR ADD'L BATTER PILES AS REQ'D BY DESIGN (TYP.)
AutoCAD SHX Text
CONCRETE WHARF EDGE
AutoCAD SHX Text
CONCRETE WHARF EDGE
AutoCAD SHX Text 25'-0"
AutoCAD SHX Text
TURN HORNS 45°
AutoCAD SHX Text
TURN HORNS 45°
AutoCAD SHX Text
CONTRACTOR TO ANGLE APPROACH TO MEET SHORESIDE PIERHEAD LOCATION PER CIVIL
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text L = SAFETY LADDER LR = LIFE RING & STAND PM = SHORE POWER MOUND FW = FRESH WATER SS = SANITARY SEWER HVC = FIRE HOSE VALVE CONN.
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LR
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LR
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LR
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SCALE:
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NEW WHARF - DECK PLAN
AutoCAD SHX Text 3/32" = 1'-0"
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NORTH
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WS-7
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WS-10
AutoCAD SHX Text L
UNLIMITED CRANE OPERATIONS ON WHARF
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HVC
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HVC
WARP TO DRAIN
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BID OPTION 3: SOUTH CORNER PROTECTION
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BID OPTION 3: 3' CLR WIDTH GALV. STEEL CATWALK W/ RAILING
AutoCAD SHX Text BID OPTION 3: 10'x8' MOORING DOLPHIN W/ SAFETY RAILING ON 2 SIDES
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PROVIDE BREAK IN CURB FOR FUTURE OR AWARDED CATWALK
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PROVIDE BREAK IN CURB FOR FUTURE OR AWARDED CATWALK
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BID OPTION 3: GANGWAY TO FRC DOCK
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CONTINUE RAILING IF BID OPTION 3 IS NOT AWARDED
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65'-0" MIN.
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+18.75' MLLW
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DECK ELEV.
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OUTBOARD BERTH
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0.0' MLLW
AutoCAD SHX Text 12x12 CONC. CURB (TYP.)
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PRECAST OR COMPOSITE CONC. DECK (TYP.)
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GALV. STL PIPE PILES W/ CONC. FILL
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PRECAST OR C.I.P. CONC. PILE CAP BEAMS
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COMPOSITE PLASTIC OR FIBERGLASS FENDER PILES
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BATTER PILE (TYP.)
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-30'± MLLW
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-35'± MLLW
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COMPOSITE PLASTIC CAMELS
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U.S.C.G. 225' WLB
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+12.8' MLLW
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HIGHEST ASTRONOMICAL TIDE
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-3.3' MLLW
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LOWEST ASTRONOMICAL TIDE
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WS-7
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WS-10
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MUDLINE VARIES
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MUDLINE VARIES
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CONCRETE DEADMAN
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WARP DECK TO DRAIN
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SCALE:
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WLB WHARF - TRANSVERSE SECTION
AutoCAD SHX Text 1/4" = 1'-0"
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"HARDENED" STEEL HANGING CHAIN
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FOR RESILIENCY PROVIDE PILES @ 8'-6" MAX. SPACING ON EACH BENT
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PROVIDE BREAKS IN CURB FOR DRAINAGE & TO AVOID PONDING (TYP.)
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AutoCAD SHX Text
+18.75' MLLW
AutoCAD SHX Text
DECK ELEV.
AutoCAD SHX Text
0.0' MLLW
AutoCAD SHX Text 12x12 CONC. CURB (TYP.)
AutoCAD SHX Text
PRECAST OR COMPOSITE CONC. DECK (TYP.)
AutoCAD SHX Text
GALV. STL PIPE PILES W/ CONC. FILL
AutoCAD SHX Text
PRECAST OR C.I.P. CONC. PILE CAP BEAMS
AutoCAD SHX Text
+12.8' MLLW
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HIGHEST ASTRONOMICAL TIDE
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-3.3' MLLW
AutoCAD SHX Text
LOWEST ASTRONOMICAL TIDE
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WS-6
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WS-11
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MUDLINE VARIES
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P.T. TIMBER GUARDRAIL (TYP.)
AutoCAD SHX Text 35'-0"
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SCALE:
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APPROACH PIER - TRANSVERSE SECTION
AutoCAD SHX Text 1/4" = 1'-0"
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PROVIDE BREAKS IN CURB FOR DRAINAGE & TO AVOID PONDING (TYP.)
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FOR RESILIENCY PROVIDE PILES @ 9' MAX. SPACING ON EACH BENT
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WARP DECK TO DRAIN
| Sheets and Views |
| 7198749D1-D1 |
| 7198749C1-C1 |
| 7198749C2-C2 |
| 7198749C3-C3 |
| 7198749C4-C4 |
| 7198749C6-C6 |
| 2025-04-18 TranSystems Revised Drawings.pdf |
| D1 - DEMOLITION PLAN |
| C1 - OVERALL SITE PLAN |
| C2 - SITE PLAN |
| C3 - GRADING PLAN |
| C4 - UTILITY PLAN |
| C6 - SITE DETAILS |
| A2 - EXTERIOR ELEVATIONS |
| E1 - OVERAL ELEC SITE PLAN - DEMOLITION |
| E2 - OVERAL ELEC SITE PLAN - CONSTRUCTION |
| E5 - ELECTRICAL DETAILS |
| E6 - ELECTRICAL ONE-LINE DIAGRAM - LOW VOLTAGE |
| WS-6 - NEW APPROACH PIER |
| WS-7 - NEW WLB WHARF |
| WS-10 - NEW WLB WHARF - SECTION |
| WS-11 - APPROACH PIER - SECTION |
File details come from the government source that posted it. Updated .