REVISED 5-12-22 DPEZ 212224 REPAIR FIBER OPTIC LINE DRAWINGS.pdf
PDF 18 MB Posted
- Attached to
- Construct Fiber Optic Path, Underground Conduit
- Solicitation number
- W508SW22R0003
- Issued by
-
Department of the Army National Guard
About this file
This document provides details for a federal contract solicitation to construct a fiber optic path and underground conduit. The solicitation was issued by the Department of the Army National Guard with number W508SW22R0003. The work involves installing a duct bank to replace an existing fiber optic line and maintaining communications between several buildings on the project site. Plans and specifications are provided, and all work must be done to required standards while keeping communication lines operational throughout the project duration. The solicitation does not include installing the actual fiber optic or copper lines, but provides the necessary infrastructure. Relevant specifications cover underground duct, direct buried cable, and communications structures installation.
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Text version
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
DATE
C
D
A
1 3 4 5 6 7 8
WYOMING ANG
PROJECT NO. DPEZ 212224
REPAIR FIBER OPTIC LINE
212224
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
NONE
COVER
C101 5-11-22
NONE C101
LOCATION
SHEET INDEX
C101 COVER SHEET
C102 PLAN SHEET
C103 SITE EROSION AND SEDIMENT CONTROL
C104 SITE DEMOLITION
C105 SITE UTILITY PLAN
C106 PLAN AND PROFILE
C107 SITE RESTORATION
C108 DETAILS
PROJECT
REPAIR FIBER OPTIC LINE DPEZ-212224
WYOMING AIR NATIONAL GUARD
CHEYENNE, WYOMING
5/12/2022 REVISION
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PLAN NORTH
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NOT TO SCALE
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UNION PACIFIC R.R.
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RIDGE ROAD
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NATIONWAY
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LINCOLNWAY
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GREEN RIVER ST.
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N. COLLEGE DR.
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YELLOWSTONE HWY.
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COLLEGE DR.
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16TH ST.
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SITE
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PRAIRIE AVE.
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DELL RANGE BLVD.
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FOUR-MILE ROAD
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PERSHING BLVD.
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CHEYENNE
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AIRPORT
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ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
DATE
C
D
A
1 3 4 5 6 7 8
WYOMING ANG
PROJECT NO. DPEZ 212224
REPAIR FIBER OPTIC LINE
212224
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
FIBER OPTIC PLAN
C102 5-11-22
1"=50' C102
KEY NOTES:
48 STRAND OM2 SINGLE MODE
BUILDING 31A TO BUILDING 37
NEW CABLE & CONDUIT
NEW CABLE IN EXISTING CONDUIT
36 STRAND SINGLE MODE AND 36 STRAND
MULTIMODE
BUILDING 20 TO BUILDING 37
NEW CABLE & CONDUIT
NEW CABLE IN EXISTING CONDUIT
25 PAIR COPPER PHONE CABLE
BUILDING 31A TO BUILDING 37
NEW CABLE & CONDUIT
NEW CABLE IN EXISTING CONDUIT
NEW FIBER OPTIC MANHOLE
EXISTING FIBER OPTIC MANHOLE
TO REMAIN
FIELD VERIFY LOCATION OF EXISTING
DUCTBANK AND CONNECT NEW TO EXISTING
NEW DUCTBANK TO SF
NEW DUCTBANK TO CATM-EM
GENERAL NOTE:
1. DISCONNECT THE EXISTING FIBER OPTIC CABLES AND
RE-CONNECT/TEST THE NEW CABLES, PERFORMED BY
OTHERS.
2. PROPOSED LINES ARE SHOWN FOR CLARITY. VERIFY
EXACT LOCATION IN FIELD.
3. NEW FIBER OPTIC CONDUITS SHALL BE 4" DIAMETER
SCHEDULE 40 PVC AND SHALL BE INSTALLED WITH A
CONCRETE ENCASED "DUCT BANK" ARRAY. REFER TO
SHEET C108 FOR INSTALLATION DETAILS.
4. ALL CABLING MUST BE A COMPLETE RUN WITH NO
BREAKS, TERMINATING IN THE RESPECTIVE BUILDINGS.
5. FIBER OPTIC LINES SHOWN ARE FOR CLARITY AND NOT IN
ACTUAL LOCATION. SPLICING OF FIBER OR COPPER IS
NOT ALLOWED.
6. ALL CONNECTIONS SHALL BE MAINTAINED AT ALL TIMES.
INSTALLATION AND CONNECTION OF NEW FIBER AND
COPPER BEFORE DISCONNECTING AND DEMOLISHING
EXISTING FIBER OPTIC AND COPPER LINES PERFORMED
BY OTHERS.
INSTALLATION REQUIREMENTS:
COORDINATION:
COORDINATE ALL DISCONNECTION, REMOVAL OF EXISTING FIBER,
RE-INSTALLATION OF NEW FIBER AND RE-CONNECTION WITH BASE
COMMUNICATIONS GROUP WITHIN ANY EXISTING BUILDING
PERFORMED BY OTHERS.
PHASE 1 REQUIREMENTS:
1) REMOVE EXISTING FIBER OPTIC CABLING (TELECOMMUNICATIONS &
SECURITY) FROM EXISTING BLDG. 37 TO EXISTING BLDG. 31A &
BLDG. 20 BASED ON REMOVAL OF EXISTING COMMUNICATIONS
MANHOLE M-21 AND EXISTING DUCTBANK BETWEEN EXISTING
COMMUNICATIONS MANHOLES M-20 AND M-22.
2) FIELD VERIFY AND EXPOSE CONDUITS AT THE CORNER OF
EXISTING DUCTBANK PLACE NEW MANHOLE - A, FURNISH &
INSTALL NEW (4) 4" SCHEDULE 40 PVC CONDUIT DUCTBANK FROM
EXISTING DUCTBANK TO NEW MANHOLE -B THEN TO EXISTING
COMMUNICATIONS MANHOLE M-18 TO PROVIDE NEW FIBER OPTIC
CABLE PATHWAY FOR THE RE-INSTALLATION OF REQUIRED NEW
SERVICE FIBER BACKBONE. ENSURE OPEN PATHWAY FOR FOUR
CONDUITS FROM EXISTING MANHOLE M-18 TO EXISTING DUCTBANK.
3) FURNISH & INSTALL NEW SERVICE FIBER BACKBONE CABLING AS
IDENTIFIED BY SHEET KEYED NOTES WITHIN NEW FIBER DUCTBANK.
4) SITE FIBER INSTALLING CONTRACTOR SHALL
TERMINATE/TEST/CERTIFY ALL INSTALLED FIBER CABLING AT BOTH
ENDS OF EACH FIBER RUN. DOCUMENTED TEST RESULTS IN
ELECTRONIC FORMAT SHALL BE PROVIDED TO CUSTOMER FOR
FIBER OPTIC AND COPPER END TO END ATTENUATION TEST. IAW
CORNING CABLE SYSTEMS, SRP 003-895 CORNING CABLE SYSTEMS,
SRP 005-014, ANSI/TIA-568.3-D, FIBER OPTIC ASSOCIATION-FOA-1
THRU FOA-4 AND TIA-598D
PHASE 2 REQUIREMENTS:
1) FURNISH & INSTALL NEW (2) 4" SCHEDULE 40 PVC CONDUIT
DUCTBANK FROM EXISTING COMMUNICATIONS MANHOLE M-18 TO
NEW SFS BUILDING. ALSO FURNISH & INSTALL NEW (2) 4"
SCHEDULE 40 PVC CONDUIT DUCTBANK FROM EXISTING
COMMUNICATIONS MANHOLE M-18 TO CATM-EM AS SHOWN ON THIS
PLAN.
2) FURNISH & INSTALL NEW FO CABLING AS FOLLOWS:
TELECOMMUNICATIONS FIBER:
36 FIBER HYBRID CABLE 24SM / 12MM) FROM EXISTING BLDG.
31A TO NEW SFS BUILDING,COMM ROOM 124.
SECURITY FIBER:
48 SM FIBER FROM EXISTING BLDG. 20 TO NEW SFS
BUILDING,COMM ROOM 124.
FIRE ALARM (MONACO SYSTEM) FIBER:
12 SM FIBER FROM EXISTING BLDG. 33 TO NEW SFS
BUILDING,COMM ROOM 124 PERFORMED BY OTHERS.
3) TERMINATE/TEST/CERTIFY ALL INSTALLED FIBER CABLING AT BOTH
ENDSOF EACH FIBER RUN. DOCUMENTED TEST RESULTS IN
ELECTRONIC FORMAT SHALL BE PROVIDED TO CUSTOMER FOR
FIBER OPTIC AND COPPER END TO END ATTENUATION TEST. IAW
CORNING CABLE SYSTEMS, SRP 003-895 CORNING CABLE SYSTEMS,
SRP 005-014, ANSI/TIA-568.3-D, FIBER OPTIC ASSOCIATION-FOA-1
THRU FOA-4 AND TIA-598D PERFORMED BY OTHERS.
EXISTING
MANHOLE M-20
EXISTING
MANHOLE M-18
DUCTBANK ENTRANCE TO
EXISTING UTILITY TUNNEL.
SEE DETAIL 5/C108
ATTENTION:
● ALL WIRE TO BE INSTALLED BY OTHERS. ITALICS
TEXT INDICATES WORK TO BE PERFORMED BY
OTHERS
5/12/2022 REVISION
NEW
MANHOLE - B
NEW
MANHOLE - A
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REBAR_CP13
6149.474
REBAR_CP13
PROPOSED AREA OF
CONSTRUCTION LIMITS
SITE EROSION AND SEDIMENT CONTROL PLAN
C103 5-11-22
1:30 C103
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
DATE
C
D
A
1 3 4 5 6 7 8
WYOMING ANG
PROJECT NO. DPEZ 212224
REPAIR FIBER OPTIC LINE
212224
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
KEY NOTES:
INLET PROTECTION
GENERAL NOTES:
1. SEDIMENT FROM ALL STOCKPILES
DURING CONSTRUCTION SHALL BE
PROTECTED FROM LEAVING
PROJECT AREA. ALL NEARBY
STORM SEWER INLETS TO BE
PROTECTED WITH SILT CATCHING
DEVICES
2. ACCESS TO ADJACENT BUILDINGS
SHALL BE MAINTAINED.
COORDINATE WITH CONTRACTING
OFFICER FOR UTILITY
INSTALLATION WORK TO SCHEDULE
SHORT DURATION ACCESS
CLOSURE.
3. LOCATION OF THE CONSTRUCTION
WASH AREA AND STOCKPILE(S) TO
BE DETERMINED BY THE
CONTACTING OFFICER.
4. STOCKPILE(S) TO BE SURROUNDED
WITH EROSION CONTROL WATTLES.
5/12/2022 REVISION
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PROPOSED AREA OF
CONSTRUCTION LIMITS
ALL CONCRETE SHALL
BE CUT ON EXISTING
JOINTS
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
DATE
C
D
A
1 3 4 5 6 7 8
WYOMING ANG
PROJECT NO. DPEZ 212224
REPAIR FIBER OPTIC LINE
212224
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
KEY NOTES:
BUILDING SHOWN ON BACKGROUND
AERIAL IMAGE WILL BE DEMO'D (BY
OTHERS) PRIOR TO THIS PROJECT
PROTECT
LEGEND:
GENERAL NOTES:
1. ALL CONCRETE SHALL BE CUT
ON EXISTING JOINTS
2. COMPLETE ALL PROPOSED
FIBER OPTIC WORK IN IT'S
ENTIRETY BEFORE DEMOLITION
OF EXISTING COMMUNICATION
LINES PERFORMED BY OTHERS.
CONTRACTORS SHALL NOT CUT,
OR DEMOLISH ANY EXISTING
CABLING (FIBER OR COPPER).
THE BASE SHALL CUT OVER AND
TEST ALL SERVICES ON THE
NEW CABLING.
SITE DEMOLITION PLAN
C104 5-11-22
1:30 C104
ATTENTION:
● ALL WIRE TO BE INSTALLED BY OTHERS.
ITALICS TEXT INDICATES WORK TO BE
PERFORMED BY OTHERS
5/12/2022 REVISION
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42+00
43+00
44+00 46+00
PROPOSED
SFS FACILITY
45+00
F
F
F
PROPOSED AREA OF
CONSTRUCTION LIMITS
F
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
DATE
C
D
A
1 3 4 5 6 7 8
WYOMING ANG
PROJECT NO. DPEZ 212224
REPAIR FIBER OPTIC LINE
212224
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
KEY NOTES:
FIBER OPTIC LINES
NEW FIBER OPTIC RUNS TO BE
COORDINATED WITH CONTRACTING
OFFICE DURING CONSTRUCTION
SEE SHEET C107
CONNECT TO AND RUN NEW FIBER
OPTIC LINES IN EXISTING CONDUIT
FIBER OPTIC TO HOME RUN
BUILDING 20
NEW FIBER OPTIC MANHOLE
EXISTING FIBER OPTIC MANHOLE
FIELD VERIFY LOCATION OF EXISTING
DUCTBANK AND CONNECT NEW TO
EXISTING
8" SEWER PIPE
12" WATER PIPE
15" STORM SEWER PIPE
GAS LINE
FIBER OPTIC LINE
FIBER OPTIC CONDUIT
LEGEND:
G
GENERAL NOTES:
1. COMPLETE ALL PROPOSED FIBER OPTIC
WORK IN IT'S ENTIRETY BEFORE
DEMOLITION OF EXISTING COMMUNICATION
LINES PERFORMED BY OTHERS.
CONTRACTORS SHALL NOT CUT, OR
DEMOLISH ANY EXISTING CABLING (FIBER
OR COPPER). THE BASE SHALL CUT OVER
AND TEST ALL SERVICES ON THE NEW
CABLING.
2. CONTRACTOR SHALL PROTECT ALL
EXCAVATIONS FROM A VEHICLE AND
PEDESTRIAN TRAFFIC AT ALL TIMES.
3. COORDINATION WITH CONTRACTING
OFFICER ON FIBER OPTICS TRANSITION
FROM EXISTING TO NEW (NEW) SYSTEM.
COMMUNICATIONS WILL NOT BE
PERMITTED TO BE "OFF-LINE" FOR ANY
PERIOD OF TIME PERFORMED BY OTHERS.
4. ALL IMPACTED SURFACE UTILITY
APPURTENANCES EITHER EXISTING FOR
NEW (i.e. VALVES, MANHOLES, CLEAN-OUTS, SHUT-OFFS, ETC.) SHALL BE ADJUSTED
VERTICALLY WITH A CONCRETE COLLAR TO
MATCH ADJACENT PAVEMENT GRADE(S).
SITE UTILITY PLAN
C105 5-11-22
1:30 C105
ATTENTION:
● ALL WIRE TO BE INSTALLED BY OTHERS.
ITALICS TEXT INDICATES WORK TO BE
PERFORMED BY OTHERS
5/12/2022 REVISION
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REBAR_TIEDOWN_CP10 N: 241810.83 E: 751155.17 EL: 6150.15
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BENCHMARK_CP5 N: 241371.84 E: 751090.32 EL: 6151.01
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BENCHMARK_CP11 N: 241902.42 E: 751254.33 EL: 6150.93
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REBAR_CP13 N: 241807.76 E: 751221.72 EL: 6149.47
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BENCHMARK_CP1 N: 241738.66 E: 751327.25 EL: 6149.47
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BENCHMARK_CP2 N: 241569.99 E: 751326.56 EL: 6149.15
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BENCHMARK_CP6 N: 241481.99 E: 751164.29 EL: 6151.67
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BENCHMARK_CP7 N: 241558.31 E: 751092.50 EL: 6152.46
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BENCHMARK_CP8 N: 241570.37 E: 750989.78 EL: 6151.50
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BENCHMARK_CP9 N: 241722.78 E: 751004.85 EL: 6151.56
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BENCHMARK_CP14 N: 241672.73 E: 751222.76 EL: 6149.44
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BENCHMARK_CP15 N: 241556.93 E: 751188.30 EL: 6149.74
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BENCHMARK_CP16 N: 241661.51 E: 751032.99 EL: 6151.42
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EXISTING FIBER OPTIC
MANHOLE
NEW COMMUNICATIONS DUCTBANK
SEE DETAIL C108
SEE COMMUNICATIONS
DUCT BANK DETAIL C108
NEW COMMUNICATIONS
DUCTBANK
SEE DETAIL C108
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36''ST
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FF 6152.77
31A
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BENCHMARK_CP1
N: 241738.66
E: 751327.25
EL: 6149.47
BENCHMARK_CP2
N: 241569.99
E: 751326.56
EL: 6149.15
BENCHMARK_CP3
N: 241424.29
E: 751402.02
EL: 6151.07
BENCHMARK_CP4
N: 241458.73
E: 751268.68
EL: 6150.56
BENCHMARK_CP6
N: 241481.99
E: 751164.29
EL: 6151.67
BENCHMARK_CP7
N: 241558.31
E: 751092.50
EL: 6152.46
BENCHMARK_CP8
N: 241570.37
E: 750989.78
EL: 6151.50
BENCHMARK_CP9
N: 241722.78
E: 751004.85
EL: 6151.56
BENCHMARK_CP14
N: 241672.73
E: 751222.76
EL: 6149.44
BENCHMARK_CP15
N: 241556.93
E: 751188.30
EL: 6149.74
BENCHMARK_CP16
N: 241661.51
E: 751032.99
EL: 6151.42
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DUCTBANK FOR
FUTURE SERVICE
PROPOSED AREA OF
CONSTRUCTION LIMITS
F
NEW FIBER OPTIC
MANHOLE - A SEE
DETAILS SHEET
C108
EXISTING
COMMUNICATIONS
DUCTBANK
FIELD VERIFY
LOCATION OF EXISTING
DUCTBANK AND
CONNECT NEW TO
EXISTING
NEW FIBER OPTIC
MANHOLE - B
SEE DETAILS
C108
CONNECT TO
EXISTING
FIBER OPTIC
MANHOLE
NEW COMMUNICATIONS
DUCTBANK
SEE DETAIL C108
DUCTBANK FOR
FUTURE SERVICE
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41+25 41+50 41+75
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42+25 42+50 42+75
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43+25 43+50 43+75
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44+25 44+50 44+75
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45+25 45+50
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39+75
40+00
40+25 40+50 40+75
41+00
41+25 41+50 41+75
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42+25 42+50 42+75
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44+00
44+25 44+50 44+75
45+00
45+25 45+50
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FO
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FO
NEW 15" RCP
IE: 6145.47
EX 12" WATER
NEW SAN SEWER
IE: 6145.14
FIELD VERIFY LOCATION OF
EXISTING DUCTBANK AND
CONNECT NEW TO EXISTING
B
ISSUE DESCRIPTION PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
DATE
C
D
A
1 3 4 5 6 7 8
DPEZ 212224
FIBER OPTIC PROFILE
FIBER OPTIC PLAN
CONNECT TO EXISTING
FIBER OPTIC CONDUITS
CONNECT TO EXISTING
FIBER OPTIC MANHOLE
GENERAL NOTES:
1. SEE SHEET C105 FOR OVERALL FIBER
OPTIC PLAN.
2. FIBER OPTIC CONDUIT SHALL HAVE
AN 18" MINIMUM CLEARANCE FROM
NEW SANITARY SEWER.
IF 18" SEPARATION IS NOT POSSIBLE
DURING CONSTRUCTION SLURRY
SADDLE SHALL BE USED.
3. ADJUST DUCTBANK TO AVOID ALL
UTILITIES.
PROFILE
PROJECT NO. DPEZ 212224
REPAIR FIBER OPTIC LINE
212224
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
PLAN AND PROFILE
C106 5-11-22
1:30 C106
5/12/2022 REVISION
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EXISTING GRADE
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NEW GRADE
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EXISTING FO CONDUIT NEW FO LINES SEE SHEET C105
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NEW (4) 4" SCHEDULE 40 PVC CONDUIT DUCT BANK SEE SHEET C108
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NEW FO MANHOLE - B
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EXISTING FO MANHOLE
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NEW (4) 4" SCHEDULE 40 PVC CONDUIT DUCT BANK SEE SHEET C108
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EXISTING FO CONDUIT NEW FO LINES SEE SHEET C105
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ADJUST F.O. ACCORDINGLY TO MISS SANITARY SEWER
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EXISTING FO CONDUIT NEW FO LINES SEE SHEET C105
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NEW FO MANHOLE - A
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31A
F
PROPOSED AREA OF
CONSTRUCTION LIMITS
FIBER OPTIC TRENCH
FIBER OPTIC TRENCH
SITE RESTORATION
C107 5-11-22
1:30 C107
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
DATE
C
D
A
1 3 4 5 6 7 8
WYOMING ANG
PROJECT NO. DPEZ 212224
REPAIR FIBER OPTIC LINE
212224
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
COMMUNICATIONS
KEY NOTES:
CONCRETE TO BE REMOVED AND
REPLACED DURING INSTALLATION OF
FIBER LINE
GENERAL NOTES:
1. ANY SURFACES THAT ARE
DAMAGED OR REMOVED
DURING CONSTRUCTION SHALL
BE REPLACED WITH LIKE
MATERIAL AND TO EQUIVALENT
DEPTH TO THAT WHICH WAS
DISTURBED
5/12/2022 REVISION
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FI
EL
D
VE
RI
FY
6"
' M
IN
. F
IE
LD
V
ER
IF
Y 1'-
2"
6" MIN.
WARNING TAPE
EXIST. OR NEW SUPPORT
ROD TYP.
TUNNEL CLG.
PIPE CLAMP, TYP.
EXISTING METAL FRAMING,
FIELD VERIFY
NEW FO CABLE PATH,
VERIFY LOCATION ON EXIST.
CABLE SUPPORT
EXISTING TUNNEL
OR NEW MANHOLE
CONDUIT BURR GROMMET
NEW ADHESIVE
SHEET
WATERPROOFING/
FLASHING
FINISH GRADE
NEW COMMUNICATIONS
DUCT BANK
4" CONDUIT W/
FIBER INNERDUCT
C DUCT BANK
L
NOTES:
2. PLASTIC SPACERS SHALL BE PROVIDED ON 4' - 0"
CENTERS TO MAINTAIN CONDUIT SPACING.
FINISH GRADE
WARNING TAPE
CONCRETE ENCASEMENT
COLOR RED AS SPECIFIED
#4 REBAR AROUND
AT 24" O.C. (TYP.)
3 #4 REBAR HORIZ.
CONT. (TYPICAL)
4" CONDUIT
6 OZ NON-WOVEN
GEOTEXTILE
AGGREGATE SHALL BE 100%
FRACTURED WITH 95%
FRACTURED FACES, GRANITE
MATERIAL REQUIRED
INSITU SOIL COMPACTED TO
95% MDD MODIFIED PROCTOR
ASTM D1557
DETECTION WIRE
3. CONCRETE SHALL BE 4500 PSI (28 DAY STRENGTH)
4. #4 REBAR 60 KSI 24" O.C.
5. AGGREGATE SHALL BE 100% FRACTURED
FACES GRANITE MATERIAL REQUIRED
6" 6" 6" 6" 6"
4"
4"
1'
6" BASE WYDOT GRADED FRACTURED GRANITE
8" PCC
3' MIN
6. INSITU SOIL COMPACTED TO 95% MDD ASTM D1557
4"
NOTES:
1. PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM-C-478 FOR AASHTO
HS-20-44 LOADINGS.
2. THE MONOLITHIC CONE SECTION SHALL BE 24" MINIMUM AND 48" MAXIMUM.
3. TOTAL HEIGHT OF CONCRETE ADJUSTMENT RINGS SHALL NOT EXCEED 6". NO
CAST IRON RING INSERTS WILL BE ALLOWED TO RAISE THE ELEVATION OF THE
RING OR COVER.
4. OPEN BOTTOM WITH CRUSHED GRAVEL FLOOR 12" DEPTH MINIMUM.
5. FIELD VERIFY PENETRATION LOCATIONS.
6. ASSURE PROPER PENETRATIONS CONNECTING NEW DUCTBANK TO EXISTING.
STEPS
PERPENDICULAR
TO GROUND
MORTAR AROUND
MANHOLE RINGS AND SEAL
SEAL ALL JOINTS WITH
DOUBLE ROW OF CONSEAL,
AM-NEK OR EQUAL
PRODUCT
STEP SPACING
PER ASTM C478
28" MAX6" MAX
MI
N.
" M
AX
. F
IE
LD
V
ER
IF
Y
4"
GRAVEL BASE
12" MIN
AASHTO #57 CRUSHED GRANITE
4"
MIN
1. PROVIDE 1" DIA. DOWELS @ 24" 0.C. ON ALL
LONGITUDINAL JOINTS. 6"
WARNING TAPE
6"
CONCRETE ENCASEMENT
COLOR RED AS SPECIFIED
#4 REBAR AROUND
AT 24" O.C. (TYP.) #4 REBAR HORIZ.
CONT. (TYPICAL)
4" CONDUIT
6"
B
ISSUE DESCRIPTION
PROJECT MANAGER
PROJECT NUMBER
0 1" 2"
FILENAME
SCALE
SHEET
DATE
C
D
A
1 3 4 5 6 7 8
WYOMING ANG
PROJECT NO. DPEZ 212224
REPAIR FIBER OPTIC LINE
212224
CIVIL
STRUCTURAL
ARCHITECTURAL
ELECTRICAL
MECHANICAL
FIRE PROTECTION
NONE
DETAILS
C108 5-11-22
NONE C108
5/12/2022 REVISION
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EROSION CONTROL MEASURES
AutoCAD SHX Text NOTE: AT BCE DISCRETION CINDER BLOCKS MAY BE USED IN PLACE OF STAKES. EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL LANDSCAPING IS COMPLETED AND ESTABLISHED, OR AS DIRECTED BY THE BCE.
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DETAIL 2
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EROSION CONTROL MEASURES
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DETAIL 1
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DETAIL 3
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COMM
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COMMUNICATIONS DUCT BANK CONNECTION TO EXISTING TUNNEL
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DETAIL 5
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(4) 4" COMMUNICATIONS DUCT 4" COMMUNICATIONS DUCT BANK AND PAVEMENT CROSS SECTION DETAIL
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DETAIL 4
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STANDARD MANHOLE DETAIL
DETAIL 6
| C101 5-11-22-PLOT |
| Sheets and Views |
| PLOT |
| C102 5-11-22-PLOT |
| Sheets and Views |
| PLOT |
| C103 5-11-22-PLOT |
| Sheets and Views |
| PLOT |
| C104 5-11-22-PLOT |
| Sheets and Views |
| PLOT |
| C105 5-11-22-PLOT |
| Sheets and Views |
| PLOT |
| C106 5-11-22-PLOT |
| Sheets and Views |
| PLOT |
| C107 5-11-22-PLOT |
| Sheets and Views |
| PLOT |
| C108 5-11-22-PLOT |
| Sheets and Views |
| PLOT |
File details come from the government source that posted it. Updated .