20191338 Ver 1_Isabelle Holmes permit drawings New Hanover October 4 2019_20191007

A rA�m—�—%O
U
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U
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
NEW
HANOVER
COUNTY
LOCATION: ISABEL HOLMES BASCULE BRIDGE
ON US 74, NC 133 OVER
NORTHEAST CAPE FEAR RIVER
TYPE OF WORD: BRIDGE PRESERVATION
117
421
x
74
W
74
17 �O
74 01
`. WILMINGTON
VICINITY MAP
STATE
STATE PROJECT REFERENCE NO.
SHEET
NO.
TOTAL
SHEETS
N.C.
15BPR.14
1
213
STATE PROD. NO.
F. A. PROJ. NO.
DESCRIPTION
15BPR.14
CONSTRUCTION
PERMIT DRAWINGS
DATE: 9/19/2019
DESIGN DATA ' DESIGN DATA Prepored for the Office of:
o� ° R T� _ DIVISION OF HIGHWAYS
LENGTH OF STRUCTURE - 0.437 MI STRUCTURES MANAGEMENT UNIT
All O� 1000 BIRCH RIDGE DR., RALEIGH, N.C. 27610
2018 STANDARD SPECIFICATIONS Prepored in the Office of:
LETTING DATE:
d FEBRUARY 19, 2019
� O
�' MODJESKI and MASTERS
Experience great bridges. DESIGN ENGINEER OF RECORD
11r1, S40 333 FAYETTEVILLE STREET, SUITE 505 DOCUMENT NOT CONSIDERED
OF TRp' RALEIGH, NC 27601
FINAL UNLESS ALL
NC LICENSE NO. C-2979 SIGNATURES COMPLETED

PERFORM STRUCTURAL REPAIRS AND SILANE DECK TREATMENT
PERFORM STRUCTURAL REPAIRS
PERFORM STRUCTURAL REPAIRS AND SILANE DECK TREATMENT
eiL
i, 6
o u)
N 0
\ O
� I
\ O
m v
REPAIR EXISTING DECK JOINTS
BENT Noo —m-- EB1 1 2 3 4 5 6 7 8
(TYP.)
67'-6" 9 SPANS Cad 68'-6" = 616'-6"
BEARINGS 2 45"PRESTRESSED CONCRETE GIRDER SPANS
4►011mlm►O1
STRUCTURAL:
1. REPLACE OPEN GRID DECK ON BASCULE SPAN.
2. REPLACE EXISTING FILLED GRID DECK AT ENDS OF
BASCULE SPAN.
9 10 11 12 13
3e PLACE SILANE DECK TREATMENT ON APPROACH SPANS
AND APPROACH SLAB.
4. REPLACE/REPAIR DECK EXPANSION JOINTS ON
APPROACH SPANS AND ADJACENT STRUCTURES ON
EAST SIDE OF RIVER.
5. PERFORM SUPERSTRUCTURE AND SUBSTRUCTURE
REPAIRS AS SHOWN IN THE PLANS.
6e INSTALL CATHODIC PROTECTION MEASURES AS
SHOWN IN THE PLANS.
2 SPANS (�
84'-0" 88'-0" = 176'-0" 86'-0"
54"PRESTRESSED
CONCRETE GIRDER SPANS
CLEAN AND PAINT EXISTING
STEEL SUPERSTRUCTURE
14
(.[Nell
50'-0" 50'-0"
BASCULE SPAN
ELEVATION
15
C Tf"11 1(l TI Ifir AIn t- itnn11 CI In IAIKI
SCOPE OF WORK
MECHANICAL°
SEE 'MECHANICAL SCOPE OF WORK" SHEET.
ELECTRICAL:
SEE "ELECTRICAL SCOPE OF WORK" SHEET.
CLEANING AND PAINTING:
EXISTING BASCULE SPAN STEEL SUPERSTRUCTURE SHALL
BE CLEANED AND PAINTED IN ACCORDANCE WITH THE
SPECIAL PROVISIONS°
UTILITIES. -
REPLACE EXISTING SANITARY SEWER LINE FROM
OPERATOR HOUSE.
REPAIR EXISTING DECK JOINTS
A Mr'I IT Tr!'TI II7 A I nr K I n % / A TT nKIC A T nnrn A Tnr),C I Inl Icr
16 17 18 19
20 21 22 23 24 25 EB2
86'-0"
88'-01/2"
88'-03/4"
87'-11%4"
88'-07/8"
79'-41/2"
82'-9'/4'
97'-107/8"
1 97'-23/4"
96'-10% ""
54"PRESTRESSED
CONCRETE
GIRDER SPANS
ARCHITECTURAL:
1. REPLACE OPERATOR'S HOUSE ROOF.
20 INSTALL NEW OPERATOR'S HOUSE INTERIOR FINISHES,
PLUMBING, FIXTURES, LIGHTING, AND WINDOWS°
3e REPLACE OPERATOR'S HOUSE HVAC.
4e INSTALL NEW OPERATOR'S HOUSE FIRE ALARM SYSTEM.
MODJESKI and MASTERS
Experience great bridges.
333 FAYETTEVILLE STREET, SUITE 505
RALEIGH, NC 27601
NC LICENSE NO. C-2979
35'-41/4"
C BEARINGS 2
END BENT 2
N0.
08
STING "SPECIAL"
ROACH SLAB
STR. NO.
D40107
-L-
PROJECT No. 15BPRo14
NEW HANOVER
STATION:
COUNTY

EXISTING MACHINERY — LAYOUT
SCALE: 1/4EF-O"
EAST LEAF SHOWN, WEST LEAF SIMILAR
DESIGNED BY: OAT"
DRAWN BY: 5. M. SEITZ DATE : 04/03/18
CHECKED BY: R. C. HOFFMAN DATE : 10/03/18
DESIGN ENGINEER
OF RECORD: L. R. LENTZ DATE :-1115/I8
BASCULE
SPAN
MECHANICAL SCOPE
WORK
ITEM
DESCRIPTION
SHEET NO.
NO.
REMOVE ALL EXISTING COMPONENTS BEFORE THE
1
REDUCER INPUT SHAFT, INCLUDING MAIN MOTORS,
BRAKES, BEARINGS, AND MOTOR COUPLINGS AND
M-2 TO M-3
INSTALL NEW COMPONENTS.
OPEN, CLEAN, INSPECT, REPAIR AND LUBRICATE
ALL FLOATING SHAFT COUPLINGS ON EACH LEAF (8
2
COUPLINGS TOTAL) INSTALL NEW 0-RING SEALS
M-2
AND LUBRICATION FITTINGS FOR EACH COUPLING.
DRIVE COUPLING KEYS BACK INTO THE KEYWAYS.
3
DRAIN, FLUSH, AND REFILL OIL IN THE PRIMARY
M-2
REDUCERS (2 LOCATIONS TOTAL).
4
REPLACE AUXILIARY DRIVE (2 LOCATIONS TOTAL).
M-4 TO M-6
REPLACE EXISTING ROTARY CAM LIMIT SWITCH
5
SUPPORT, GEARBOX, COUPLINGS, AND UNIVERSAL
M-8
JOINTS (2 LOCATIONS TOTAL).
6
REMOVE EXISTING AIR BUFFERS A LOCATIONS
M 9
TOTAL).
7
ADJUST EXISTING CENTER LOCK GUIDES AND
M-10
RECEIVERS WITH SHIMS (2 LOCATIONS TOTAL).
SHIM LIVE LOAD BEARING RECEIVER (2
LOCATIONS). REPLACE SPAN -MOUNTED RECEIVER
BOLTS (1 LOCATION, 8 BOLTS TOTAL). REPLACE
8
EXISTING LIVE LOAD BEARING ANCHOR BOLTS (2
M-11
BEARINGS, 12 BOLTS TOTAL). REMOVE,
RECONDITION, AND REINSTALL EXISTING LIVE
OAD LSPAN LOCKS (4 LOCATIONS TOTAL).
9
ADJUST SPAN BALANCE.
M-12
-MODJE�STERS
Fmenenm 9� w1om
333 FAYETTEVILLE STREET, SUITE 505
RALEIGH, NC27801
NC LICENSE NO. C-2979
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PROJECT NO. 15BPR-14
NEW HANOVER
STATION:
COUNTY
,T.TE of �oRT� �.Ro��w
DEPARTMENT (; TRANSPORTATION
MECHANICAL
MECHANICAL SCOPE
eioti, y ;
^= = IOF WORK

4—
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NAVD'88 --- T-- 0.00
I
MLLW --�— —2.50'
EXISTING RIVER BOTTOM
1 1 1
I
AUTHORIZED CHANNEL I CRUSHED STONE
PLUS OVERDEPTH—42.50' 2 2
38FT + 2FT
I
MUDLINE DEPTH I
VARIES 1
e
I a
SAND, CRUSHER DUST, e 00
6FT MIN. BELOW 1 OR PEA GRAVEL c�
CHANNEL AND
OVERDEPTH
MAX EL. —48.5 '
WITHIN CHANNEL
SUBMARINE CABLES (4 CABLES)
0 0 0
3.00'
/ 025'
0
0
SECTION B-B
SUBMARINE CABLE TRENCHING DETAIL
3/4"=1'—O"
SECTION IS BASED ON MAXIMUM ELEVATION CRITERIA° ELEVATION
MAY VARY ALONG CHANNEL BOTTOM. SEE NOTE 20
NOTES.-
10 FOR SUBMARINE CABLE ROUTING DETAILS, REFER TO SHEET
E-40 FOR PIER E1 AND SHEET E-39 FOR PIER W1e
20 THE BURIAL DEPTH OF THE SUBMARINE CABLES WILL VARY
ALONG THE LENGTH OF THE RUN BASED ON THIS CRITERIA.
2.1. WITHIN THE 200' NAVIGABLE CHANNEL, THE CABLES MUST
BE INSTALLED BELOW AN ELEVATION OF —48.50 BASED ON
A MINIMUM CLEARANCE OF 46.00' BELOW MLLW.
2.2. MAINTAIN MINIMUM COVERAGE OF CABLES BELOW RIVER
BOTTOM AS SHOWN IN SECTION B—B ON THIS SHEET BOTH
WITHIN AND OUTSIDE OF THE NAVIGABLE CHANNEL.
3e MUDLINE IN SECTION A —A IS INTENDED TO SHOW GENERAL
CABLE ROUTING, IN ACCORDANCE WITH NOTE 2, FOLLOWING
CONTOUR OF MUDLINE BUT IS NOT AN EXACT
REPRESENTATION OF EXISTING MUDLINE.
LOCATION APPROXIMATE ELEVATION
O MUDLINE EL. —44.50 6' BELOW OVERDEPTH
TOP OF CABLE EL. —48.50 4' BELOW MUDLINE
O
MUDLINE
TOP OF
EL.
CABLE EL.
—47.00 7.25'
—49.75 __— 2075'
BELOW
BELOW
OVERDEPTH
MUDLINE
O
MUDLINE
TOP OF
EL.
CABLE EL.
—45.00 6' BELOW OVERDEPTH
—48.50 �3.5' BELOW MUDLINE
O
MUDLINE
TOP OF
EL.
CABLE EL.
—48.00 8.25'
—50.75 ___{2075'
BELOW
BELOW
OVERDEPTH
MUDLINE
2
EXISTING
SUBMARINE CABLE
LOOP (TYP.)
fvilJVL11 vL
(SEE NOTE 3)
PIER W1
nTrn ►e��
SUBMARINE CABLE ROUTE ON
CONTRACT PLANS. LENGTH
APPROXIMATELY 500 FEET.
EXISTING SUBMARINE CABLE
CONTRACTOR —PROPOSED
SUBMARINE CABLE ROUTE.
LENGTH APPROXIMATELY 300
FEET.
— — — — — — — — ��
A
NEW SUBMARINE CABLE ROUTING —/
LOCATION MARKERS INDICATED AS
REFERENCE TO DETERMINE APPROXIMATE
TOP OF CABLE BURIAL DEPTH BELOW
MUDLINE FOR THE NAVIGABLE CHANNEL
RUN.
�7�i«l
SCALE- 1/32"=1'-0"
?i F,—n„
rn T r r_1% r -1
SECTION A -A
-i E-\i n TTnr.i
SCALE- 1/32"=1'-0"
rMODJESKIandMASTERS
Experience great bridges.
333 FAYETTEVILLE STREET, SUITE 505
RALEIGH, NC 27601
NC LICENSE NO. C-2979
CONTROL HOUSE
219,01021
II I I II
II I I II
II I I II ,
II I
I I I I I I I
I I I I I I
I I I I I I
I I I I I I I I
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II I I II
II I I II
II I I II
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II I I II
II I I II I
II I I II
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EL.
+10.0
0.0
—10.0
—20.0
—3000
—40v0
—5000
—6000
PROJECT No. 15BPR,14
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COUNTY

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NEW
346 CONTROL JB
(E42 )
DETAIL B
SCALE: 1"=1'-O"
347
SECTION A -A
SCALE: 1/8"=1'-0"
DETAIL A
SEE NOTE 6
N
EMOTE I/O CABINET
SEE NOTE 8
3-24 TO REPLACE
ING JB-25 (SEE
- A)
W11167l111111010 Y61
EXISTING SUBMARINE
CABLES TO BE
ABANDONED IN PLACE
3U
344
345
339
346
3�6�
NEW CONTROL
SCTC-2
(E420)
I
SECTION
NEW POWER
SCTC-2
(E420)
C-C
SEE NOTE 7
---------------------------------------------------------------
ELEVATION
NORTH FACE OF PIER Wl
MESSENGER CABLES (SEE
SHEET E-121)
NEW CONDUIT TO BE
INSTALLED (TYP.)
NEW SCTC-2 (TYP)
(E420)
SEE STRUCTURAL
SHEETS FOR PLATFORM
EXTENSION DETAILS
UPPER SUBMARINE
CABLE SUPPORT
BRACKET (SEE SHEET
E-41) FOR SUBMARINE
MOUNTING DETAILS)
NEW SUBMARINE
CABLES
-OWER SUBMARINE
:ABLE SUPPORT
3RACKET, FOR DETAIL
)EE SHEET E-41
A Ir IAI F)I ATrnMkA r\/-rrnIC -r nnl
SECTION B-B
SCALE: 1/8"=1'-0"
dROUGH NORTH
--D AS
T ENTRANCE
ISTING PANELBOARD
3-3
:XISTING TC-3 TO
EMAIN
EXISTING TC-4 TO
REMAIN
NOTES:
1.
SEE SHEET E-110 FOR FARSIDE CONDUIT SCHEDULE AND SHEET E-109 FOR
FARSIDE CONDUIT LAYOUT.
2.
CONDUIT ROUTING IS SHOWN AS APPROXIMATE. ROUTINGS SHALL BE FIELD
ADJUSTED TO WORK AROUND EXISTING CONDUIT AND MACHINERY.
15BPR,14
3.
CONTRACTOR SHALL ADJUST CONDUIT AND CONDUIT BODY SIZES AS REQUIRED
PROJECT
NO.
BY THE NEC:
NEW
HANOVER
4.
SEE SHEET E-41 FOR SUBMARINE CABLE DETAILS
COUNTY
5.
SEE SHEET E-119 FOR CONDUIT MOUNTING DETAILS
6.
CONDUIT ROUTING FOR MACHINERY PLATFORM LIGHTS AND RECEPTACLE,
STATION:
STAIRWAY LIGHTS, COUNTERWEIGHT PIT LIGHTS, AND SWITCHES SHALL
REPLICATE EXISTING ROUTING.
7.
CONDUIT RUN 364 IS TO PENETRATE THROUGH NORTH WALL INTO COUNTER
WEIGHT PIT USING EXISTING BORE TO BE USED FOR NEW MESSENGER CABLE.
STATE OF NORTH CAROLINA
RUNS 339 AND 344-346 SHALL BE NEW BORES THROUGH NORTH WALL.
DEPARTMENT OF TRANSPORTATION
9 8.
EXISTING RAILING SHALL ME MODIFIED TO ALLOW MOUNTING OF NEW PLC I/O
RALEIGH
CABINET. CONTRACTOR SHALL DETERMINE OPTIMAL LOCATION OF CABINET TO
ELECTRICAL
ALLOW FOR NEC WORKING SPACE.
NEW SUBMARINE CABLES AND
MOUNTING SUPPORTS (SEE
SHEET E-41
rMODJESKlandMASTERS
Experience great bridges.
333 FAYETTEVILLE STREET, SUITE 505
RALEIGH, NC 27601
NC LICENSE NO. C-2979
SCALE: 1"=1'-O"
SCALE: 1/2"=1'-0"

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SECTION A -A
EAST FACE OF PIER El
SCALE-. 3/32'1'-0"
KInTCC,-
10 ROUTE NEW CONDUIT FROM NEW FARSIDE EQUIPMENT
CABINET IN GENERATOR ROOM, THROUGH EXHAUST LOUVER
#1, DOWN NORTH FACE OF PIER E1 TO NEW SUBMARINE
CABLE TERMINAL CABINETS°
20 REFER TO SHEET E-19 FOR LOCATION OF NEW FARSIDE
EQUIPMENT CABINET.
3. REFER TO SHEET E-20 FOR SECTION C—C.
4. FOR FIXED DOME CAMERA #6 CONDUIT ROUTING DETAILS,
SEE SHEET E-251, FOR CAMERA MOUNTING DETAILS SEE
SHEET E-1050
BASE FLOOD ELEVATION (BFE), 9 FT. ABOVE SEA LEVEL.
EXISTING GENERATOR ROOM
�A
EXHAUST
SEE NOTE
EW SUBMA
ABLE CON
EXHAUST LOUVER #2
�3
:NG WORK
C
NEW SEALING PIPE THROUGH SOUTH
WORK ROOM WALL AND THROUGH
HALLWAY BELOW 1ST LEVEL.
NEARSIDE MACHINERY
POWER/CONTROL CABLES INSIDE
NEW CONDUIT
EXISTING TERMINAL
CABINET TC-1 TO
REMAIN I�
EXISTING SUBMARINE
I
SUBMARINE CABLE TERMINAL 1 1 1 1 1 11 1 1 111 1 i
I Y 1 1 1 1 II 1 1 II II 1 1 1 II 1 1
LE TERMINAL CABINET SCTC-1
EXISTING TERMINAL
INET SCTC-1 CABINET TC-2 TO
0) (TYPo) 1
REMAIN
PLATFOR
ENSION F
STING PL
STRUCTU
=TS FOR
TFORM
ENSION D
'e)
JBMARINE
JBMARINE
JPPORT
ELEVATION
NORTH FACE OF PIER El
SCALE.- 3/32"=1'—O"
FIXED DOME CAMERA
#6 (E407) (SEE NOTE
4)
ING SUBMARINE
S
-R SUBMARINE
_E SUPPORT
;KET (SEE SHEET
FOR SUBMARINE
_E MOUNTING
kILS)
SECTION B-B
WEST FACE OF PIER El
ArJESKI and MASTERS
Experience great bridges.
333 FAYETTEVILLE STREET, SUITE 505
RALEIGH, NC 27601
NC LICENSE NO. C-2979
SCALE.- 3/32"=1'—O"
PROJECT NO. 15BPR,14
NEW HANOVER
STATION:
COUNTY

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SHEET W
AROUND
TYP.
L 2 x 2 x Y4 TYP
316 STAINLESS ST
ci IDAA A OTNE
AINLESS STEEL
AMP BRACKET
x 6" BENT PLATE
" DIA. STAINLESS STEEL HEX BOLTS,
BOLTS ON 2" CENTERS EACH SIDE, 6
9LTS TOTAL EACH BRACKET
SUBMARINE CABLE
BRACKET DETAIL
SCALE: 1 1/21'=1'-0"
x 6 x Y2
q" DIAe STAINLESS STEEL ADHESIVE ANCHORS,
8" EMBEDMENT (TYP. 6 PLACES)
n
VIEW A —A
SCALE: 1"=1'-0"
UPPER SUBMARINE CABLE
SUPPORT BRACKET
SCALE: 1"=1'-0"
C
L 6 x 6 x Y2
STAINLESS
STEEL
1%"
3'-0" 3'-0"
O L 6 x 6 x Y2
STAINLESS
STEEL 316
B
O
L 6 x 6 x Y2
STAINLESS
STEEL 316
O
I A A A A A A A A A A m \'mml
0 0
0 0
i
B
L 6 x 6 x Y2
STAINLESS
STEEL 316
%4" DIA. STAINLESS
STEEL ANCHOR
BOLTS (TYP.)
HDPE RUB STRIPS
1" x 6" x 59"
8" DIAe HEX BOLTS,
STAINLESS STEEL 316
PLAN
LOWER SUBMARINE CABLE SUPPORT BRACKET
SCALE: 1"=1'-0"
HDPE PIPE CUT AND CAPPED
0
0
HDPE PIPE CLAMP BRACKET 0—Z GEDNEY TYPE FS
SIMILAR TO SUBMARINE CABLE SUPPORT AND
CABLE BRACKET HARDWARE (SIZED AS
REQUIRED) (TYP) (E424)
C]
J O O �J
O
SECTION C—C
SCALE: 1'1'-0"
Y2" DIA. STAINLESS STEEL
FLAT RECESSED BOLT WITH
FLAT WASHER AND LOCK NUT
(12 PER STRIP)
4\
1
a u ° u ° 4
° a ° ° a i
BASCULE PIER a _
_,
9" 1 1'-6"
SECTION B—B
SCALE: 1"=1'-0"
SUBMARINE CABLE MAKEUP
CABLE
CONDUCTOR
TOTAL WITH SPARE
RUN
DESCRIPTION
COUNT AND
CONDUCTOR COUNT
NUMBER
SIZE (AWG)
AND SIZE (AWG)
(97) 10
(126) 10
(ll 12—FIBER
(2) 12—FIBER
1
CONTROL CONDUCTORS
)
(5) CAT-5
SCTC-1 TO SCTC-2
(3)3—PAIR
(5) 3—PAIR
(1) PA SYSTEM CABLE
(2) PA SYSTEM CABLE
(3) 1—PAIR
z
HDPE 5" EMPTY DUCT FOR
FUTURE CONNECTIONS
3
VARIABLE FREQUENCY
(3) 2/0 VFD POWER
(3) 2/0 VFD POWER CABLES
DRIVE POWER CABLES
CABLES
(4) 2/0 POWER CONDUCTORS
(24) 10
(47) 10(13)
4
POWER CONDUCTORS FROM
6
(18) 6
SCTC-1 TO SCTC-2
(6) 8
(12) 8
(7) 1
(13) 1
NOTES:
1. SUBMARINE CABLES CONTAINING CONDUCTORS FOR VFD MOTORS
SHALL HAVE A 2000V INSULATION RATING° OTHER CABLES
SHALL HAVE A 600V MINIMUM RATING.
20 THE SUBMARINE CABLE ARMOUR WIRES SHALL BE STRIPPED AT
THE POINT WHERE THEY ARE CLAMPED TO PROVIDE A
GROUNDING POINT. THE SUBMARINE CABLE PANEL AND SUPPORT
FRAME SHALL BE SOLIDLY BONDED TO THE ELECTRICAL SERVICE
GROUND.
3. DETAILS SHOWN FOR PIER El. PIER W1 IS SIMILAR°
'JAW
ODJESKI and MASTERS
Experience great bridges.
333 FAYETTEVILLE STREET, SUITE 505
RALEIGH, NC 27601
NC LICENSE NO. C-2979
PROJECT
NEW
STATION:
NO.15BPR,14
HANOVER
COUNTY

FENDERS: WORK
ITEM 8
r SUBMARINE �OPERATOR HOUSE:
— / CABLES.
EM TEMS 7, 9, l4
L/// WORKITEM 5
fl
` FARSIDE MACHINERY
AREA: WORK ITEMS
3, 4, 6, 15 & 16 NEARSIDE MACHINERY
WEST APPROACH: AREA: WORK ITEMS 3,
4, 6, 15 & 16
WORK ITEMS 2,
/.,. 3,10&17 PLAN
SCALE: NONE
/ CONTROL ROOM: ELECTRICAL & GENERATOR ROOMS:
WORK ITEMS WORK ITEMS 3, 11, 12, 13, 15 & 16
7 & l5
NEW GENERATOR
PAD AREA:
WORK ITEM 1
EAST APPROACH:
WORK ITEMS 2,
3, 10 & 18
FUEL & WORK ROOMS: WORK
ITEMS 3, 5 & 16
ELEVATION
SCALE: NONE
ELECTRICAL WORK ITEMS:
1. PROVIDE NEW CONCRETE GENERATOR PAD WITH NEW BACKUP GENERATOR, ATE, LOAD BANK, SECURITY FENCE, CRUSHED STONE ACCESS DRIVEWAY, AND RELATED COMPONENTS.
_
2. REMOVE EXISTING TRAFFIC GATES AND INSTALL NEW TRAFFIC GATES AT SAME LOCATION f6 LOCATIONS). REMOVE EXISTING RAMP A AND RAMP B TRAFFIC GATES AND INSTALL NEW TRAFFIC
-_
GATES AT NEW LOCATIONS (2 LOCATIONS). INSTALL NEW NEARSIDE OFFGOING TRAFFIC GATE AT NEW LOCATION (1 LOCATION).
3. REMOVE EXISTING EXPOSED CONDUIT AND CONDUCTORS ON THE BASCULE PIERS AND APPROACH SPANS AND REPLACE WITH NEW CONDUIT AND WIRING.
-_
4. REROUTE CONDUITS AND CONDUCTORS FROM SUBMARINE CABLE TERMINAL CABINETS TO THE MACHINERY AREAS TO ELIMINATE USE OF EXISTING PULL BOXES IN COUNTERWEIGHT PITS.
5. INSTALL NEW SUBMARINE CABLES AND RELATED TERMINAL CABINETS.
_
6. REMOVE EXISTING FLEXIBLE CABLES TO MOVEABLE SPAN. PROVIDE AND INSTALL NEW FLEXIBLE CABLES AND RELATED HARDWARE BETWEEN EXISTING JUNCTION BOXES.
+ �_
7, INSTALL NEW ANALOG CCTV CAMERAS. PROVIDE ADDITIONAL CAMERAS AND A SECOND VIEWING MONITOR IN CONTROL ROOM FOR ADDITIONAL CAMERA VIEWS.
8. REMOVE EXISTING PIER NAVIGATION LIGHTS AND WARNING HORN. PROVIDE AND INSTALL NEW PIER NAVIGATION LIGHTS, WARNING HORN, AND CHANNEL FLOODLIGHTS BENEATH MOVABLE SPAN.
9. INSTALL NEW SECURITY FENCE WITH RFID LOCK AROUND CONTROL HOUSE.
-
10. REMOVE EXISTING HPS ROADWAY LIGHTING CONDUCTORS. INSTALL NEW CONDUCTORS AND CONNECT NEW WIRING TO EXISTING POLES AND FIXTURES.
-
11. IN CONJUNCTION WITH MAIN MOTOR REPLACEMENT, PROVIDE AND INSTALL NEW AC FLUX VECTOR DRIVES, CABINETS, AND RELATED COMPONENTS.
12. REMOVE EXISTING PANEL BOARDS PNB-1 AND PNB-2, TRANSFORMER, GENERATORS, AND AUTOMATIC TRANSFER SWITCHES. PROVIDE AND INSTALL A NEW 208/120V PANEL BOARD, TRANSFORMER, AND
_
TELEPHONE BOARD, INSTALL NEW HEAT PUMP SYSTEM TO SERVE ELECTRICAL ROOMS BELOW CONTROL ROOM.
13. REMOVE EXISTING CONTROL CABINETS IN ELECTRICAL ROOM. INSTALL NEW MOTOR CONTROL CENTER WITH MOTOR STARTERS AND RELATED COMPONENTS FOR POWER DISTRIBUTION.
14. PROVIDE NEW PUBLIC ADDRESS SYSTEM.
15. INSTALL NEW PLC BASED CONTROL SYSTEM INCLUDING CONTROL CABINETS AND COMPONENTS. NEW/REFURBISHED CONTROL CONSOLE, AND VARIOUS LIMIT SWITCHES/SENSORS.
16. REMOVE EXISTING SERVICE LIGHTS IN MACHINERY AREAS, ELECTRICAL ROOMS, AND STAIRWAYS. INSTALL NEW LED SERVICE LIGHTING FIXTURES IN SIMILAR LOCATIONS.
-
17. REMOVE EXISTING WEST TRAFFIC SIGNAL HEADS. INSTALL NEW STANDARD TRAFFIC SIGNAL HEADS WITH VISORS.
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18. INSTALL NEW 120VAC POWER FOR EAST INTERSECTION TRAFFIC SIGNALS WITH PROVISIONS FOR A PORTABLE GENERATOR CONNECTION.
— MoE JESKI- MASTERS
19. PROVIDE AND INSTALL TEMPORARY CONTROLS AS REOUIRED TO MAINTAIN BRIDGE OPERATIONS DURING CONSTRUCTION.
-_ -
333 FAYETTEVILLE STREET, SUITE 505
E DESIGNED
BY: J. C. RINERART DATE : 03/09/IB
RALEIGH, NC 2]801
i DRAWN
BY: R. L. REED DATE : 03/09/19
NO LICENSE NO. C-2979
w CHECKED
BY: L. V. BORDEN DATE 11/15/18
DOCUMENT NOT CONSIDERED FINAL
DESIGN
OF
ENGINEER
RECORD: J. G. STRENKOSKIDATE : Il/15/IB
UNLESS ALL SIGNATURES COMPLETED
JOL
/
/
/
/
PROJECT NO. 15BPR.14
NEW HANOVER COUNTY
STATION:
DEPARTMENTEOF`TRANSPORTATION
ELECTRICAL
{IceRI ELECTRICAL SCOPE
..
sent �'
_€ OF WORK
Cl"Mc- F.