W9128A-18-B-0002_Am-0013_Drawings.pdf
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No. 14637
ARCHITECT
PROFESSIONAL
LICENSED
H
A W A I I , U . S . A
SC
OTT R.J.
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M A
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US Army Corps of Engineers ® Honolulu District
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IDENTIFICATION
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SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
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INDEX OF DRAWINGS (CONTINUE)
#1
REV
STATUS
A
M
EN
D M
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IN
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IC
A
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D R
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VI
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N S
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A D
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N E
W S
H
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TS
3/
/1
#2
OPTION
AM
EN
D M
EN
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4/
/1
375 TS103
TELECOMMUNICATIONS DEMOLITION SITE PLAN - BLDG
3435, 3437, 3436, AND HUSH HOUSE
376 TS104 TELECOMMUNICATIONS SITE PLAN - I
377 TS105 TELECOMMUNICATIONS SITE PLAN - II
378 TD100 OVERALL TELECOM DEMOLITION SITE PLAN
379 TD101 TELECOM DEMO MIKE PAD AREA
380 TD103 TELECOM DEMO EXST ALERT SHELTER SITE
381 TS111 SENTRY ALOHA - TELECOMMUNICATIONS SITE PLAN
382 TS112 ALERT FACILITY - TELECOMMUNICATIONS SITE PLAN
383 TS113 ALERT FACILITY - INTRUSION DETECTION SYSTEM SITE PLAN
384 TS114 HUSH HOUSE - TELECOMMUNICATIONS SITE PLAN 2,3
385 TS401 BUTTERFLY HANDHOLE LAYOUT
386 TS402 BUTTERFLY HANDHOLE LAYOUT
387 TS403 BUTTERFLY HANDHOLE LAYOUT
388 TS501 TELECOMMUNICATIONS DUCT DETAILS 2,3,4,5,6
389 TS502 TELECOMMUNICATIONS HANDHOLE DETAILS
390 TS503 TELECOMMUNICATIONS MANHOLE DETAILS
391 T-110 ENTRY CONTROL POINT - COMMUNICATIONS PLAN 1,2,3
392 T-120 ● CREW QUARTER - COMMUNICATIONS PLAN 1,2,3,4,5
393 T-130 ● ALERT SHELTER - COMMUNICATIONS PLAN 1,2,3, 4
394 T-140 SENTRY ALOHA - COMMUNICATIONS PLAN 1,2,3
395 T-420 CREW QUARTER - ENLARGED COMMUNICATION PLAN 1,2,3
396 T-440 SENTRY ALOHA - ENLARGED COMMUNICATION PLAN 1,2
397 T-501
GROUNDING, BONDING AND CABLE TRAY SUPPORTING
DETAILS 1,2,3
398 T-502 COMMUNICATIONS DETAIL
399 T-503 PDS STANDARD WALL MOUNT ELEVATION DETAIL 2
400 T-504 PDS STANDARD WALL MOUNT ELEVATION DETAIL 2,3
401 T-505 COMMUNICATIONS DETAILS - CABINET ELEVATION
402 T-506 COMMUNICATIONS OUTLET DETAILS AND SCHEDULES 1,2,3,5,6
403 T-507 PDS STUB THROUGH AND PDS COLUMN ROUTING DETAILS
404 T-508
PDS UNIVERSAL CONNECTOR AND DISTRIBUTION PILLBOX
DETAILS
405 T-509 TELECOM OUTLET AND FACE PLATE ID DETAILS
406 T-601 RISER DIAGRAMS
407 T-602 COMMUNICATION SINGLE LINE DIAGRAMS 1,2,3
408 T-701 COMMUNICATIONS MATERIAL LIST
SECURITY
408a TY001 ●
SECURITY GENERAL NOTES, SECURITY ABBREVIATIONS
AND EQUIPMENT LEGEND 2,3,5
408b TDY100 ● OVERALL TELECOMMUNICATION DEMOLITION SITE PLAN 2,3
408c TDY101 ● TELECOM DEMO EXIST ALERT FIGHTER SITE 2,3
408d TDY102 ● SECURITY DEMOLITION SITE PLAN - BLDG 3200 2,3
408e TY100 ● OVERALL SECURITY SITE PLAN 2
408f TY101 ● SENTRY ALOHA - SECURITY SITE PLAN 2 408g TY102 ● SECURITY SITE PLAN - ALERT FACILITY PERIMETER 2,3,4,5
408h TY110 ● ENTRY CONTROL POINT - SECURITY PLAN 2,3,5
408i TY120 ● CREW QUARTERS - SECURITY PLAN 2,3,4,5 408j TY130 ● AIRCRAFT SHELTER - SECURITY PLAN 2,3,4,5
408k TY140 ● SENTRY ALOHA - SECURITY PLAN 2,3,5
408l TY420 ● CREW QUARTERS - ENLARGED SECURITY PLAN 2,3,5
408m TY440 ● SENTRY ALOHA - ENLARGED SECURITY PLAN 2,3,5
408n TY501 ● DOOR ACCESS CONTROL ROUGH-IN 2,3,5
408o TY502 ● SECURITY DETAILS 2,3,5 408p TY503 ● SECURITY DETAILS 2,3,4,5 408q TY504 ● SECURITY DETAILS 2,3
408r TY601 ● RISER DIAGRAM 2,3,4,5
408s TY602 ● IDS SYSTEM SINGLE LINE DIAGRAMS 2,3,4,5
408t TY701 ● SECURITY DETAIL 2,3
408u TY702 ● SECURITY DETAIL 2,3, 4
408v TY801 ● SECURITY MATERIAL LIST 2,3
408w TY901 ● FEEDER AND HANDHOLE SCHEDULES 2,3
KITCHEN
409 K-120 KITCHEN FLOOR PLAN - CREW QUARTER
410 K-140 KITCHEN FLOOR PLAN - SENTRY ALOHA
COUNT SHEET # SHEET DESCRIPTION
3,4,5
3,4,5
3,4,5 3,4,5
3,4,5
3,4,5
3,6
3,4,5
TELECOMUNICATION
372 T-001
TELECOM GENERAL NOTES, TELECOM ABBREVIATIONS AND
EQUIPMENT LEGEND 2,3
373 TS101 OVERALL TELECOMMUNICATION DEMOLITION SITE PLAN
374 TS102 TELECOMMUNICATIONS DEMOLITION SITE PLAN - BLDG 3200 3
AM
EN
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#3 #4 #5 #6
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#7 #8
4,5
4103a
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TS501
T E
L E
C O
M M
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I C
A T
I O
N S
D
U C
T
D
E T
A I L S
SCALE: NO SCALE
UNDERGROUND CONCRETE ENCASEMENT DUCT DETAILS
C2
TS501
CONCRETE
JACKET
"CAUTION"
WARNING
TAPE
CONDITION
IN UNPAVED
AREAS
CONDITION
IN PAVED
AREAS
TOP SOIL & TURF
TO MATCH EXIST
EXIST GND
COMPACTED BASE
COURSE
PRIME
COAT
SAWCUT & TACK COAT
EXIST A.C. PVMT
OR SIDEWALK
EXIST
BASE
COURSE
FINAL
BACKFILL
(SEE SPEC)
3"
1'-0"
M
I N
2" 3"
NEW A.C. PVMT OR SIDEWALK
CONDITION
IN UNPAVED
AREAS
CONDITION
IN PAVED
AREAS
TOP SOIL & TURF
TO MATCH EXIST
COMPACTED BASE
COURSE
EXIST A.C. PVMT
OR SIDEWALK
"CAUTION"
WARNING
TAPE
CONDITION
IN UNPAVED
AREAS
CONDITION
IN PAVED
AREAS
TOP SOIL & TURF
TO MATCH EXIST
EXIST GND
COMPACTED BASE
COURSE
PRIME
COAT
SAWCUT &
TACK COAT
EXIST A.C.
PVMT OR
SIDEWALK
EXIST
BASE
COURSE
FINAL
BACKFILL
(SEE SPEC)
EXIST PAVEMENT
OR UNPAVED GRADE
1'-0"
NEW A.C. PVMT OR SIDEWALK
LINE OF
EXIST TELECOMM
DUCT BANK
M
I N
D E
P T
H
O
F
E
X I S
T
D U
C
V
A R
I E
S
3" 2" 3"
SCALE: NO SCALE
CONCRETE ENCASED DUCT UNDERNEATH TAXIWAY
C1
TS501
SCALE: NO SCALE
BANK NEXT TO EXIST DUCT BANK
A2
TS501
SHEET
M A
R K
D E
S C
R I P
T I O
N A
P P
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D A
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US Army Corps of Engineers ®
Honolulu District
A
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1 2 3 4 5
D E
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SHEET 410
IDENTIFICATION
OF
M A
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D E
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R I P
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N A
P P
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J O
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SIGNATURE
LICENSE EXPIRES 04/30/18
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION.
"CAUTION"
WARNING
TAPE
CONDITION
IN UNPAVED
AREAS
CONDITION
IN PAVED
AREAS
TOP SOIL & TURF
TO MATCH EXIST
EXIST GND
COMPACTED BASE
COURSE
PRIME
COAT
EXIST
BASE
COURSE
FINAL
BACKFILL
(SEE SPEC)
M
I N
NEW A.C. PVMT OR SIDEWALK
3"
3"
SAWCUT & TACK COAT
EXIST A.C. PVMT
OR SIDEWALK
1'-0"
CONCRETE
JACKET
TELECOMMUNICATION DUCT
CONCRETE
JACKET
FINAL
BACKFILL
(SEE SPEC)
"CAUTION"
WARNING
TAPE
SECURED SCREWS
(TAMPER PROOF)
EXIST GND
PRIME
COAT
SAWCUT & TACK COAT
EXIST
BASE
COURSE
1'-0"
M
I N
3" 2" 3"
NEW A.C. PVMT OR SIDEWALK
SINGLE CONDUIT 2 - CONDUITS
4 - CONDUITS
WEATHER PROOF
TYPE CONDULET
FD JUNCTION BOX
HUB WITH PLUG
RIGID STEEL
CONDUIT
(SIZE AS INDICATED
IN THE DRAWINGS)
8" SQ. x 8" DEEP
CONCRETE BASE
PVC CONDUIT
TO ELEC PANEL,
(AS INDICATED
IN THE PLAN)
SCALE: NO SCALE
JUNCTION BOX MOUNTING DETAIL
A4
TS501
POINT OF CONNECTION (POC)
M
I N
FINISHED
GRADE OR
TOP OF
PAVEMENT
PLUG IF NOT
USED
N O
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T O
D I O
J
H
A S
H I M
O T
O
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H
A S
H I M
O T
O
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B
A B
A U
T A
2'-0"
GALV. STL ANGLE
1-1/2" x 1-1/2" x 1/4" THK, TYPICAL
NEMA 4X JUNCTION BOX
12" x 12" x 6" DEEP
FINISH GRADE
2"Ø CONDUIT TO ECP WITH
POWER CIRCUIT FOR
MOTORIZED GATE
1"Ø CONDUIT TO ECP WITH
CONTROL WIRES FOR LIMIT
SWITCH
3000 PSI CONCRETE BASE
1'-0" x 2'-0" x 3'-0" D
1"Ø CONDUIT TO LIMIT SWITCH
(AS REQUIRED)
COMPACTED BACKFILL
FLEXIBLE CONDUIT FOR MOTOR
POWER CONDUCTORS (FOR
MOTORIZED GATES ONLY) (AS
REQUIRED)
PLUG UNUSED CONDUIT HUB
SCALE: NO SCALE
GATE (AND FENCE) DETAIL
A1
TS501
A M
E N
D M
E N
T
(4) #4 VERTICAL
#4 TIES AT 6"
A M
E N
D M
E N
T
TOP OF EXIST
DUSTBANK
JUNCTION BOX FOR MOTORIZED
"CAUTION"
WARNING
TAPE
CONDITION
IN UNPAVED
AREAS
CONDITION
IN PAVED
AREAS
TOP SOIL & TURF
TO MATCH EXIST
EXIST GND
COMPACTED BASE
COURSE
PRIME
COAT
SAWCUT &
TACK COAT
EXIST A.C.
PVMT OR
SIDEWALK
EXIST
BASE
COURSE
FINAL
BACKFILL
(SEE SPEC)
EXIST PAVEMENT
OR UNPAVED GRADE
1'-0"
NEW A.C. PVMT OR SIDEWALK
LINE OF
EXIST TELECOMM
DUCT BANK
D E
P T
H
O
F
E
X I S
T
D U
V
R
I E
S
3" 2" 3"
TOP OF EXIST
DUSTBANK
#4 CONT.
#4 @8" O.C.
SCALE: NO SCALE
BANK NEXT TO B4069
A5
TS501
TELECOMMUNICATION DUCT
#4 @8" O.C.
#4 CONT.
CONCRETE SHALL HAVE A 3 DAY COMPRESSIVE STRENGTH OF 5000 PSI.1.
NOTES:
PROVIDE DUCT BANK REINFORCING ONLY AT TAXIWAY AND APRON CROSSINGS.2.
A M
E N
D M
E N
T
NOTES:
PVC 40
F F
2i
HDPE
OD OF CONDUIT WILL NOT HIT INSIDE OF CASING
EVEN IF DUCT BANK FLOATS TO THE TOP.
OPTIONAL 2" (2.375 ACTUAL OD) STATIONARY
SACRIFICIAL GROUT INJECTION PIPE.
(1 CONDUIT CAN BE INSTALLED AS SHOWN).
UNDERGROUND DEVICES
CATALOG NO. BS6753WS
THE HYBRID TYPE BORE SPACER YIELDS
ALMOST THE MAXIMUM AREA BETWEEN
THE CASING ID AND THE OUTSIDE OF
THE BORE SPACER FOR GROUT
MIGRATION.
FASTENERS TO SECURE THE TWO WALLS OF
BORE SPACER TOGETHER. SEE PAGE TWO
SEE PAGE TWO OF THIS DRAWING FOR
DETAILS. (TYPICAL OF 5 PLACES)
CONTOURED FLOW HOLE.
(2 REQUIRED PER HALF)
MATERIAL:
.750 ±.037 THICK
PRIME VIRGIN HDPE SHEET
COLOR: NATURAL WHITE
PER UDI SPEC. 021317 AA
SECURE CONDUITS TO BORE SPACERS BY
INSTALLING ONE OF THE FOLLOWING ON EACH
SIDE OF EACH BORE SPACER AS SHOWN BY THE
PHANTOM LINES:
A. 5/8" WIDE X .030 THICK 201 STAINLESS STEEL
BANDS & BUCKLES HAVING A MIN. BREAKING
STRENGTH OF 1875 LBS.
B. 3/4" WIDE POLYPROPYLENE STRAPPING HAVING
A1400 LB BREAKING STRENGTH, 7% MAX STRETCH,
& STEEL SEALS.
FACTORY INSTALLED 2" DIA. POLYOLEFIN,
COMPACT WHEEL ASSEMBLY. WHEELS
ARE RATED AT 200 LBS PER WHEEL.
(4 REQUIRED PER HALF)
2.182 ( MIN)
CASING
THICKNESS
Ø19.374 (AVERAGE)
HDPE
CASING ID
Ø24.000
HDPE
CASING OD
1.441 CLEARANCE BETWEEN
BORE SPACER WHEEL OD
AND AVERAGE CASING ID
2.045 MAXIMUM FLOAT,
BASED ON AVERAGE
CASING ID AND WHEEL OD
NOTE: WELD BEAD MUST BE REAMED
FROM ID OF CASING TO ACHIEVE
THESE CLEARANCES AND PERMIT
PROPER ROLLING OF WHEELS.
PVC 40PVC 40
PVC 40
A M
E N
D M
E N
T
1. USE ONE BORE SPACER FOR EVERY 5 FEET OF DUCT
BANK.
2. IT IS EXPECTED THAT THE DUCT BANK WILL BE
INSTALLED IN THE CASING BEFORE THE ENTIRE DUCT
BANK AND CASING ASSEMBLY IS PULLED INTO THE
DIRECTIONALLY DRILLED, BENTONITE FILLED HOLE.
3. THE CASING ID MUST BE SMOOTH AND FREE FROM
RIDGES, PROJECTIONS AND SEAMS THAT MIGHT
IMPEDE THE ROLLING OF WHEELS.
4. A TROUGH OR FEEDER BRIDGE SHOULD BE
CONSTRUCTED AT THE LEADING END OF THE CASING
TO SUPPORT SECTIONS OF DUCT BANK AS THEY ARE
ASSEMBLED AND PULLED INTO THE CASING.
5. IT IS POSSIBLE THAT THE DUCT BANK WILL ROTATE
(CORKSCREW) AS IT IS PULLED THRU THE CASING.
6. THIS BORE SPACER WILL ACCOMMODATE THE
"SINGLE-END" OR "STATIONARY SACRIFICIAL
INJECTION PIPE" METHODS OF GROUT FILLING.
7. WHEN FILLING THE AREA BETWEEN THE CONDUITS
AND CASING WITH GROUT, TAKE CARE NOT TO
EXCEED THE HYDRAULIC COLLAPSE PRESSURE OF
THE CONDUITS.
8. ACTUAL QUANTITY OF GROUT USED SHOULD BE
MEASURED AND RECORDED.
9. THE CONDUIT SPECIFICATIONS SHOWN ON THIS
DRAWING ARE FOR VISUAL PRESENTATION ONLY.
10. HDPE PIPE CASING TO BE INSTALLED IN SUBSOIL AT A
MINIMUM 5 FT BELOW TAXIWAY PAVEMENT/BASE
COURSE. IN AREAS NOT WITHIN TAXIWAY TO BE A
MINIMUM 5 FT BELOW GRADE LEVEL.
A M
E N
D M
E N
T
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ENGINEER
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ENGINEER
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PROFESSIONAL
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LICENSED
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SHEET
M A
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R I P
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US Army Corps of Engineers ®
Honolulu District
A
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1 2 3 4 5
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B
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A
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SHEET 410
IDENTIFICATION
OF
M A
R K
D E
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R I P
T I O
N A
P P
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D A
T E
J O
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SIGNATURE
LICENSE EXPIRES 04/30/18
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION.
SCALE: NONE
TELECOMMUNICATIONS MANHOLE DETAILS
A1
NOTES:
TS503
T E
L E
C O
M M
U N
I C
A T
I O
N
H O
T
A I L S
1. MANHOLE SHALL BE DESIGNED IN ACCORDANCE WITH
AASHTO H-20 LRFD TRAFFIC BRIDGE LOADING USING 5,500 PSI
COMPRESSIVE STRENGTH CONCRETE AND 60,000 PSI YIELD
STRENGTH ASTM A-615 OR A-706 STEEL REINFORCEMENT.
4. LIMIT OF COVER OVER ROOF SECTION IS 1'-6" TO 5'-0". WATER
TABLE BASED ON THREE FEET.
6. MANHOLE TO BE PLACED ON A MIN. 6" BASE OF CRUSHER RUN
FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION.
N O
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12' x 6' x 7' Aircraft Rated Manhole
12'-0"
1'-0"
AIRCRAFT RATED STRUCTURAL DESIGN
Ø 2'-6"
PLAN VIEW
(w/out frame & cover)
AIRCRAFT LOADING DUCTILE IRON
FRAME AND COVER WITH
"TELECOM" LETTERING
POWERSTRUT OR THREADED
EMBEDDED INSERTS FOR HARDWARE
20,000 lbs.
8"
18,000 lbs.
14,000 lbs.
SECTION VIEW
12"Ø x 3" Deep Sump Dish
END VIEW
8"
8"
8"
8"
(8)TERMINATORS FOR Ø5" PVC
CONDUIT EACH END WALL)
Ø1" GALV. STEEL U-BOLT
PULLING IRON (TYP. 4)
8"
3/4"Ø x 10 FT
GROUND ROD
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2. BAR BENDING AND PLACEMENT SHALL COMPLY WITH LATEST ACI
STANDARDS.
3. LIVE LOAD SHALL BE 52,000 POUNDS PER WHEEL AT 100% IMPACT.
5. SUBMIT SHOP DRAWINGS AND CALCULATIONS PREPARED BY A
STRUCTURAL ENGINEER LICENSED TO PRACTICE IN HAWAII.
7. SEE SHEET TS-501 FOR 4-4"C DUCT SECTION.
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SHEET
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US Army Corps of Engineers ®
Honolulu District
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IDENTIFICATION
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SIGNATURE
LICENSE EXPIRES 04/30/18
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION.
T-506
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TELECOM OUTLET CABLE SCHEDULE
UNSECURE OUTLET
SYMBOL NOTES CABLE-PORTS INFORMATION
SEE FACE PLATE
CONFIGURATION
BELOW
SYSTEM CABLE INFORMATION
VOICE
BL BLANK FILLER MODULE
UNCLASSIFIED VOICE/DATA - NIPRNET PORTS
CLASSIFIED DATA - SIPRNET PORTS
DATA
(6) PURPLE 4-STRAND MM OM3 FIBER
CABLES
(2) BLUE VOICE CAT6 CABLES
S
SECURE OUTLETS
UNSECURE COMM OUTLET
(4) RJ-45 JACKS, CAT 6
CATV OUTLET
F-TYPE CONNECTOR
SIPRNET
DATA
VOICE
SECURE COMM OUTLET
(6) - DUPLEX LC (SIPRNET)
S
(DUPLEX LC)
(DUPLEX LC)
UNSECURE FLOOR COMM OUTLET
(4) RJ-45 JACKS, CAT 6
JACKS AND BEZELS SHALL
BE BLUE
JACKS AND BEZELS SHALL
BE BLUE
JACKS AND BEZELS SHALL
BE PURPLE
VOICE
(DUPLEX LC)
V
UNSECURE COMM OUTLET
(4) RJ-45 JACKS, CAT 6
UNSECURE FLOOR COMM OUTLETS
(4) RJ-45 JACKS, CAT 6
DATA
JACKS AND BEZELS SHALL
BE GREEN
JACKS AND BEZELS SHALL
BE GREEN
DATA
GENERAL NOTES:
SCHEDULES AND DETAILS SHOWN ARE
FOR REFERENCE.
1.
SCALE: N.T.S.
OUTLET FACEPLATE DETAILS
A1
CABLE TV,
WALL MOUNTED
TV
CATV
V
SERIES 6, COAXIAL F-CONNECTOR
(BLACK)
DATA (2) GREEN DATA CAT6 CABLES
ALL UNCLASSIFIED OUTLETS: CABLE
EVERY PORT WITH CAT6.
2.
ALL CLASSIFIED OUTLETS: CABLE EVERY
PORT WITH 4-STRAND OM3.
3.
CONFIRM FINAL SIPRNET CABLES AND
COLOR SPECIFICATIONS WITH GOVT.
4.
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| GI002a - INDEX TO DRAWINGS 3 OF 3 |
| TS501 - TELECOMMUNICATIONS DUCT DETAILS |
| TS503 - TELECOMMUNICATIONS MANHOLE DETAILS |
| T-506 - COMMUNICATIONS OUTLET DETAILS AND SCHEDULES-Layout1 |
File details come from the government source that posted it.