index to special and standard drawings
TRANSCRIPT
SHEET NO. DESCRIPTION
1
INDEX TO SHEETS
GA-630-20 (SHEET 1 OF 3)
GA-630-20 (SHEET 2 OF 3)
GA-630-20 (SHEET 3 OF 3)
GR-630-S (SHEET 1 OF 3)
GR-630-S (SHEET 2 OF 3)
GR-630-S (SHEET 3 OF 3)
63001
63002
63003
63050
63051
63052
FOR GUARDRAIL OR CONCRETE BARRIER RAIL)
TIMBER OR GALVANIZED STEEL POSTS (DELINEATORS / REFLECTORS
GALVANIZED STEEL BEAM GUARDRAIL WITH BLOCKED OUT TREATED
GALVANIZED STEEL BEAM GUARDRAIL WITH BLOCKED OUT TREATED
TIMBER OR GALVANIZED STEEL POSTS
DETAILS OF GUARDRAIL END ANCHOR - TYPE 20 SERIES (MASH)
(TL-3) (SOFTSTOP)
DETAILS OF GUARDRAIL END ANCHOR - TYPE 20 SERIES (MASH)
(TL-3) (MSKT)
DETAILS OF GUARDRAIL END ANCHOR - TYPE 20 SERIES (MASH)
(TL-3) (MAX-TENSION)
SUMMARY OF QUANTITIES
ITS PLAN LAYOUT
ITS PLAN LAYOUT DETAILS
ITS LOGICAL NETWORK DIAGRAM
SPECIAL PROJECT DETAIL - ETHERNET SWITCH DETAIL
SPECIAL PROJECT DETAIL - TYPE 336S POLE MOUNT ITS CABINET
SPECIAL PROJECT DETAIL - RVD MOUNTING
SPECIAL PROJECT DETAIL - WIRING DIAGRAM
SPECIAL PROJECT DETAIL - POWER DETAIL W/ METER
1A
TITLE SHEET
FIBER OPTIC SPLICING
SPECIAL PROJECT DETAIL - FIBER OPTIC TERMINATION
SPECIAL PROJECT DETAIL - BRIDGE ATTACHED CONDUIT
SPECIAL PROJECT DETAIL - GATEWAY ASSEMBLY DETAIL
SPECIAL PROJECT DETAIL - RADIO CONNECTIVITY DETAILS
INDEX TO SPECIAL AND STANDARD DRAWINGS
(US CUSTOMARY UNITS OF MEASUREMENT) DATED 2021 WHICH APPLY TO THIS PROJECT:ALABAMA DEPARTMENT OF TRANSPORTATION STANDARD DRAWINGS BOOK
THE FOLLOWING ARE SPECIAL OR STANDARD DRAWINGS CONTAINED IN THE
DESCRIPTIONNODRAWING
NOINDEX
AND VEHICLE DETECTION UNITSPECIAL PROJECT DETAIL - TYPICAL POLE MOUNT CCTV
MOUNT FOR CCTVSPECIAL PROJECT DETAIL - TYPICAL TRAFFIC SIGNAL POLE
FOR FIBER OPTIC CABLESPECIAL PROJECT DETAIL - TYPE 5 SPECIAL INSTALLATION
71001 IHS-710-1 (SHEET 1 OF 2) WIND VELOCITY CHART FOR ROADSIDE SIGNS
IHS-710-1 (SHEET 2 OF 2) DESIGN CHARTS FOR BEAM SIGN SUPPORTS AND FOOTINGS71002
71005 IHS-710-2
FOR POSTS 66" OR GREATER APART
BEAM POST DETAILS BASE CONNECTION TYPE-1 FUSE PLATE AND HINGE
72904 ITS-729-002 FIBER OPTIC CABLE PULLING OPERATION
72907 ITS-729-003 OPEN TRENCH CONSTRUCTION FOR FIBER OPTIC CABLE
72913 ITS-729-005 COMMBOX F1 & F2 FOR FIBER OPTIC CABLE
72916 ITS-729-006 MARKER POST FOR FIBER OPTIC CABLE
71038 IHS-710-24 MOUNTING FLAT SHEET SIGN PANELS WITH EXTRUDED ALUMINUM STIFFENERS
1A
2D
4
5E-5M
190-190E
205
206-206O
207
208
209
210
212-212A
213
214
215
217
218
220
221
222
219
2A
SPECIAL PROJECT DETAIL - TRUCK PARKING GUIDE SIGN DETAIL
SPECIAL PROJECT DETAIL - CABLE GUIDERAIL IMPACT SENSOR
1B
1C
1D
PLANS LEGEND SHEET
PLANS ABBREVIATION SHEET
TRAFFIC SIGNAL AND ITS LEGEND
PROJECT NOTE SHEET
GENERAL TRAFFIC CONTROL PLAN NOTES
GENERAL SIGNING PLAN NOTES
ITS PLAN NOTES
5-5D ITS DEVICE INDEX (CROSS REFERENCE)
ITS PROJECT LAYOUT LEGEND
6-154
155-159 OMITTED
160-184
185-189 OMITTED
191-194 OMITTED
195-195AC
196-199 OMITTED
SHEET NO. DESCRIPTION
UTILITIES
74201 PCMS-710
74007 TCD-100 DETAILS FOR TRAFFIC CHANNELIZATION DEVICES
(SHEET 1 OF 3) DETAILS OF PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS)
74202 PCMS-710 DETAILS OF PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS)(SHEET 2 OF 3)
74203 PCMS-710 DETAILS OF PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS)(SHEET 3 OF 3)
71032 IHS-710-21 DETAILS FOR LOCATION AND MOUNTING STANDARD FLAT PANEL SIGNS ON
U-CHANNEL AND TUBULAR POSTS
71053 (SHEET 4 OF 4)SHS-0 STANDARD HIGHWAY SIGNS INDEX
71060 SHS-1 STANDARD HIGHWAY SIGNS
71093 SHS-29 STANDARD HIGHWAY SIGNS
71094 SHS-30 STANDARD HIGHWAY SIGNS
71090 SHS-26 STANDARD HIGHWAY SIGNS 211-211A
216 SPECIAL PROJECT DETAIL - REST AREA POWER DETAIL
224-224H SPECIAL PROJECT DETAIL - TRAFFIC CONTROL
223
(MASH) GUARDRAIL HEIGHT TRANSITION DETAIL
SPECIAL PROJECT DETAIL - REPEATER POLE LOCATIONS2 GROUND MOUNTED SIGN TYPICAL CROSS SECTION
IHS-710-12
IHS-710-23
71017 DETAILS OF ROADWAY SIGN POST (SMALL CHANNEL AND TUBULAR SECTION)
71035 LIGHTWEIGHT STRUCTURAL SIGN SUPPORT INSTALLATIONS
SPECIAL PROJECT DETAIL - SIGN FACE DETAILS
71050 (SHEET 1 OF 4)SHS-0 STANDARD HIGHWAY SIGNS INDEX
200
201-203 OMITTED
TEMPORARY TRAFFIC CONTROL
226-228 SPECIAL PROJECT DETAIL - EXISTING BRIDGE DETAILS
3-3H
225 SPECIAL PROJECT DETAIL - STANDARD HIGHWAY SIGNS
SPECIAL PROJECT DETAIL - TRUCK PARKING SENSOR INSTALLATION
2B-2C
2E
SPECIAL PROJECT DETAIL - HUB CABINET DETAIL
REVISION DATE
1/12/21 CRE
DESIGNER
REVISED1
12
2 1/14/21 CRE
2
204 SPECIAL PROJECT DETAIL - F3 COMMBOX DETAIL
2
2
2
REVISED/204 ADDED/195R REVISED
NOT TO SCALE
DATE:
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABAMA
DEPARTMENT OF TRANS
PORT
ATIO
NRESPONSIBLE PE: ROUTE
OF TRANSPORTATIONALABAMA DEPARTMENT
SHEET TITLE
c:\p
w_
wor
k\arcadis
pw
01\c
or
y.e
va
ns\
dms
34
83
0\I
NDI
T0
1.
DG
N.
dg
nA
RC
ADI
S2:
26:
06
PM
1/
14/
2021
NOSHEET
YEARFISCAL
PROJECT NOREFERENCE
2021
I-20/59
PLAN SUBMITTAL
DATE:
DESIGNER:
07/24/2020
JASON TAYLOR, PE
07/24/2020
ACTION-6319(251)
CORY EVANS, EI
100%
INDEX TO SHEETS AND SPECIAL AND STANDARD DRAWINGS
DRAWINGSSPECIAL AND STANDARD INDEX TO SHEETS AND
NOTES THAT APPLY TO THIS PROJECT.
AND THE MUTCD, THE MUTCD WILL GOVERN.
IN THE EVENT CONFLICTS OCCUR BETWEEN THE ITS PLAN NOTES
INTELLIGENT TRANSPORTATION SYSTEMS (ITS) PLAN NOTES
1100. THE LOCATION OF THE POWER SERVICE AS SHOWN IN THE PLANS IS
APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION
OF THE POWER SERVICE AND THE SHORTEST ROUTE TO SERVE THE ITS
CABINET AND DEVICES. THE CONTRACTOR SHALL HAVE THE POWER SERVICE
LOCATION(S) APPROVED BY THE ENGINEER PRIOR TO INSTALLING POWER
POWER SERVICE.
1101. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS
UTILITY OWNERS OR LINE LOCATION SERVICE TO DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES ON THIS PROJECT, WHETHER SHOWN
ON PLANS OR NOT. DAMAGE TO UTILITIES CAUSED BY THE CONTRACTOR SHALL
BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE UTILITY
COMPANY AND THE ENGINEER. THE COST OF SUCH REPAIRS SHALL BE BORNE
BY THE CONTRACTOR.
1102. THE LOCATION OF ANY REQUIRED COMMBOXES AND/OR ELECTRICAL/FIBER
CABLE CONDUITS MAY BE ADJUSTED AS DIRECTED BY THE ENGINEER TO
PREVENT ANY CONFLICTS WITH THE EXISTING UTILITIES.
1103. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY
ROADWAY, LIGHTING, OR BRIDGE ELEMENTS THAT OCCUR DURING THE
CONSTRUCTION OF THIS PROJECT DUE TO HIS OPERATIONS. THE METHOD
OF REPAIR SHALL BE APPROVED BY THE ENGINEER PRIOR TO REPAIRS BEING
DONE. ANY COST OF SUCH REPAIRS SHALL BE BORNE BY THE CONTRACTOR.
BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. "END-OF-DAY"
CABLE CUTS AND SPLICING ARE NOT PERMITTED.
1105. AT FIBER OPTIC CABLE END-TO-END SPLICE LOCATION(S) AND AT FIBER
OPTIC CABLE END-OF-RUN LOCATION(S), THE CONTRACTOR SHALL PROVIDE
A COMPLETE FUSION SPLICE INSTALLATION. FUSION SPLICE INSTALLATION
SHALL BE EQUIPPED WITH SPLICE CLOSURE AND SPLICE TRAY (AND F2
COMMBOX IF CABLE IS BURIED AT SPLICE LOCATION).
1106. CONTRACTOR SHALL PROVIDE ACCURATE 'AS-BUILT' PLAN SET AND SPLICE
CHARTS AS PART OF THE PROJECT ACCEPTANCE PROCESS. THE ENGINEER
SHALL VERIFY THE ACCURACY OF THE DRAWINGS PRIOR TO ACCEPTANCE.
1107. PRIOR TO INSTALLATION OF FIBER OPTIC CABLE, THE CONTRACTOR SHALL
COORDINATE FIBER ALLOCATIONS WITH THE ENGINEER. THE CONTRACTOR
SHALL HAVE ALL SPLICE CHARTS APPROVED BY THE ENGINEER PRIOR TO
INSTALLING FIBER OPTIC CABLE. IF THE CONTRACTOR INSTALLS FIBER
OPTIC CABLE PRIOR TO THE ENGINEER'S APPROVAL OF SPLICE CHARTS, THE
CONTRACTOR SHALL BEAR ALL COSTS AND ANY COSTS OF CHANGES RELATED
TO FIBER OPTIC INSTALLATION AND SPLICING THAT MAY BE REQUESTED BY
ALDOT.
1108. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL
ANCHORS, MOUNTING BRACKETS, CLAMPS AND STRAPS PRIOR TO ANY
INSTALLATION OF PRODUCT.
1109. ALL ANCHORS PLACED IN BRIDGE DECKS SHALL PENETRATE THE DECK A
MAXIMUM OF 1-1/4 INCHES.
1110. ALL CONDUIT MOUNTED UNDER THE BRIDGE DECK SHALL BE STRAPPED TO THE
BRIDGE DECK IN FIVE (5) FEET MAXIMUM INTERVALS.
1111. CONDUIT EXPANSION JOINTS SHALL BE INSTALLED EVERY 50 FEET MAXIMUM
WHERE CONDUIT IS ATTACHED TO BRIDGE DECK.
RUNS WILL BE LOCATED TO AVOID CONFLICT WITH PROPOSED OR EXISTING
GUARDRAIL, SIGNPOST, ETC.
1114. DURING THE INSTALLATION OF 756-A, UPHEAVAL IN EXISTING PAVEMENT
WILL NOT BE ALLOWED.
1115. ACCESS TO ALL OPEN BUSINESSES SHALL BE MAINTAINED DURING INSTALLATION
OF THE 756-A CONDUIT WHERE MORE THAN ONE ACCESS DRIVE IS AVAILABLE.
1116. ANY TRENCHES REQUIRED FOR CONSTRUCTION SHALL BE BACKFILLED THE SAME
DAY.
1117. ANY HOLES EXCAVATED FOR STRUCTURE AND POLE FOUNDATIONS SHALL BE
COVERED IF LEFT OVERNIGHT. THE COVERING SHALL BE SUFFICIENTLY
SECURED TO AVOID UNINTENTIONAL DISPLACEMENT BY PERSONS, WIND OR
VEHICLES AS APPROVED BY THE ENGINEER. THIS SHALL BE A SUBSIDIARY
OBLIGATION OF THE STRUCTURE AND POLE FOUNDATIONS.
1118. THE CONTRACTOR SHALL CONNECT EACH POLE GROUND SYSTEM IMMEDIATELY
AFTER THE POLE HAS BEEN PLACED ON ITS FOUNDATION. NO METAL POLE
SHALL BE LEFT UNGROUNDED AFTER IT HAS BEEN PLACED ON ITS FOUNDATION.
1119. THE COMMBOXES THAT ARE TO BE PLACED ALONG ROADWAYS SHALL HAVE A
MINIMUM CLEARANCE OF TEN (10) FEET FROM THE EDGE OF THE PAVED
SHOULDER AND FIFTEEN (15) FEET FROM THE EDGE OF PAVEMENT WHERE NO
PAVED SHOULDER IS PRESENT, UNLESS OTHERWISE APPROVED BY THE PROJECT
1120. THE VERTICAL SEPARATION BETWEEN FIBER CABLE AND ELECTRICAL LINES AT
POLE ATTACHMENT SHALL MEET ALL PROVISIONS OF THE NATIONAL ELECTRIC
SAFETY CODE (NESC), CURRENT EDITION, REGARDING CLEARANCE FROM ELECTRIC
LINES.
1121. AERIAL DROPS SHALL HAVE ADEQUATE SLACK IN THE TRUNK SERVICE LOOP WITH
AMPLE LENGTH OF THE DROP CABLE. THIS SHALL ALLOW FOR THE DETACHMENT
OF THE AERIAL CLOSURE FROM THE TRUNK CABLE AND THE ABILITY TO LOWER
SAID CLOSURE, TRUNK, AND DROP WITHOUT HAVING TO WORK IN A BUCKET TRUCK.
1122. REQUIRED STRAPPING OF FIBER OPTIC CABLE TO MESSENGER CABLE SHALL BE
STAINLESS STEEL LOCATED MAXIMUM FIVE (5) FEET ON CENTER.
WITH THE ENGINEER PRIOR TO INSTALLATION.
1124. FINAL LOCATION OF REQUIRED CCTV AND RVD POLES SHALL BE APPROVED BY
THE ENGINEER PRIOR TO INSTALLATION.
1125. ALL REQUIRED CCTV AND RVD POLES LOCATED BEHIND GUARDRAIL SHALL BE
A MINIMUM OF FOUR (4) FEET BEHIND BACK OF GUARDRAIL POST.
1126. THE CONTRACTOR SHALL CONTINUE THE OPERATION AND MAINTENANCE OF THE
EXISTING INTERCONNECT UNTIL THE REQUIRED FIBER OPTIC INTERCONNECT IS
FULLY OPERATIONAL.
1127. THE CONTRACTOR SHALL PROVIDE AND INSTALL FIBER OPTIC DROP CABLE FROM
THE REQUIRED SPLICE CLOSURE TO THE REQUIRED CONTROLLER AT EACH
SIGNALIZED INTERSECTION.
1128. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL COMPONENTS
(INCLUDING, BUT NOT LIMITED TO, CAMERAS AND CAMERA CONTROLS, VEHICLE
DETECTION DEVICES, WIRELESS DEVICES, ETHERNET FIELD SWITCHES, DYNAMIC
THE INSTALLATION OF DEVICES, CABINETS, OR OTHER APPURTENANCES WILL
BE ALLOWED FOLLOWING INSPECTION OF THE STRUCTURE BY THE ENGINEER.
THE 144 FIBER SINGLE MODE FIBER OPTIC CABLE AT LOCATIONS SELECTED
1113. PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT ALL UNDERGROUND CONDUIT
1112. ALL UNDERGROUND CONDUIT RUNS SHALL CONTAIN ONE (1) EACH 2-INCH
CONDUIT, 2 LINES, TYPE 5 INSTALLATION, UNLESS OTHERWISE SHOWN ON PLANS.
ENGINEER. NO COMMBOXES SHALL BE BURIED OR PLACED WITHIN SIDEWALKS, SWALES,
DRAINAGE AREAS, OR UNDER ITS DEVICES AND CABINETS.
1104. THIS PROJECT SHALL BE LIMITED TO 4 (FOUR) END-TO-END SPLICES OF
ENCASEMENT RUNS SHALL CONTAIN ONE (1) EACH 4-INCH DIAMETER ELECTRICAL
MESSAGE SIGNS, DUAL RADIO ROAD SIDE UNITS, AND VIDEO ENCODERS) ARE
COMPATIBILE TO ALDOT'S AUTOMATED TRAFFIC MANAGEMENT SYSTEM (ATMS) AND
THAT THEY FUNCTION AS A COMPLETE SYSTEM.
1131. ALL EXISTING SIGNALS SHALL REMAIN FULLY OPERATIONAL AND CONNECTED TO THE
NETWORK VIA CELLULAR MODEMS UNTIL ALL PROPOSED FIBER EQUIPMENT IS
INSTALLED AND CONNECTION TO THE FIELD SWITCHES ARE OPERATIONAL.
1132. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND BORES AT A MINIMUM OF
1134. END-TO-END REEL SPLICES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING:
STA. 1873+69 TO STA. 1958+68. NO END-TO-END REEL SPLICES ARE PERMITTED
STA. 1958+68 TO STA. 2816+30. TWO (2) END-TO-END REEL SPLICES ARE PERMITTED
STA. 2816+30 TO STA. 3233+84. ONE (1) END-TO-END REEL SPLICE IS PERMITTED
STA. 3233+84 TO STA. 3651+04. ONE (1) END-TO-END REEL SPLICE IS PERMITTED
ANOTHER END-TO-END REEL SPLICE.
END-TO-END REEL SPLICE SHALL NOT BE INSTALLED WITHIN 26,400 FT (5 MILES) OF
1129. ALL STRUCTURES SHALL BE INSTALLED FREE OF ANY APPURTENANCES.
1130. IN ACCORDANCE WITH SUB-ARTICLE 729.03(r), THE CONTRACTOR SHALL NOTIFY THE
ENGINEER A MINIMUM OF SEVEN (7) CALENDAR DAYS BEFORE EACH PROPOSED TEST
DATE. IN ADDITION, THE PROJECT MANAGER SHALL COORDINATE THESE TESTS AND
DATES WITH THE REGION TSM&O ENGINEER FOR APPROVAL PRIOR TO SCHEDULING.
THIS INCLUDES BENCH TESTS, FIELD TEST PER SITE, AND ACCEPTANCE TEST.
TRIC-STPAAF-0069(540) SR-69 INTERSECTION IMPROVEMENTS FROM PLANTATION
ROAD TO THE I-59 OVERPASS
RPF-IMF-NHF-I059(387) ADDITIONAL LANES AND BRIDGE REPLACEMENT ON I-59 FROM
0.250 MILES SOUTH OF THE SR-6 (US-82/MCFARLAND BOULEVARD)
INTERCHANGE TO 0.750 MILE SOUTH OF BUTTERMILK RD 4.165
IM-NH-I059(399) RESURFACING ON I-59 (I-20) FROM SR-69 (I-359) TO EAST OF SR-6
(US-82) AND ADDITIONAL LANES BETWEEN SR-215 AND SR-6 (US-82), GRADE,
DRAIN, BASE, PAVE, SIGNING, STRIPING, AND RESURFACING
1133. THE CONTRACTOR SHALL BE AWARE OF THE FOLLOWING ONGOING CONSTRUCTION
PROJECTS:
DIAMETER NON-METALLIC CONDUIT, UNLESS OTHERWISE SHOWN ON PLANS. ALL
4 (FOUR) FEET BELOW EXISTING CONCRETE FLUMES AND CULVERTS.
WAVETRONIX (MODEL: SMARTSENSOR HD)
APPLIED INFORMATION (MODEL: AI-500-085)
APPLIED INFORMATION (MODEL: AI-900-040)
APPLIED INFORMATION (MODEL: AI-500-095)
AXIS (MODEL: 01506-001)
COHU (MODEL: RISE GENII SERIES 4260HD 4261-1100)
1135. THE REQUIRED RVD UNIT SHALL BE:
1137. THE REQUIRED CCTV (FIXED) CAMERAS SHALL BE:
1138. THE REQUIRED CCTV (PTZ) CAMERAS SHALL BE:
1139. THE BLUETOOTH UNITS SHALL BE:
BLYNCSY (MODEL: BLYNC-1218)
1140. THE ETHERNET FIELD SWITCH, TYPE B SHALL BE:
1141. THE ETHERNET FIELD SWITCH, TYPE C SHALL BE:
CISCO (MODEL: IE-3400-8P2S-A AND IEM-3300-6T2S=)
CISCO (MODEL: IE-5000-12S12P-10G)
1142. THE GATEWAY SHALL BE:
NORA NETWORKS (MODEL: NN-GW-P-4G-8)
NORA NETWORKS (MODEL: NN-PARK-E-01)
NORA NETWORKS (MODEL: NN-IMP-CB-01)
1136. THE REQUIRED DUAL RADIO ROAD SIDE UNIT (D-RSU) SHALL INCLUDE:
1143. THE TRUCK PARKING MANAGEMENT SYSTEM SHALL INCLUDE:
1144. THE CABLE GUIDERAIL IMPACT SENSOR SYSTEM SHALL INCLUDE:
1123. THE LOCATION OF REQUIRED F1, F2 AND F3 COMMBOXES SHALL BE COORDINATED
DAKTRONICS (MODEL: VM-1028-24X64-20-RGB)
REVISION DESIGNERDATE
NOTE CHANGES 1/12/21 CRE
1145. THE DYNAMIC MESSAGE SIGN, DEDICATED SHALL INCLUDE:
1/14/21 CREMODEL # REVISED
2E
REVISION 9/1/2016ITS PLAN NOTES
12
1
2
NOT TO SCALE
DATE:
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABAMA
DEPARTMENT OF TRANS
PORT
ATIO
NRESPONSIBLE PE: ROUTESHEET TITLE
c:\p
w_
wor
k\arcadis
pw
01\c
or
y.e
va
ns\
dms
34
83
0\
GN
NTI
T0
3.
dg
nA
RC
ADI
S2:
26:
52
PM
1/
14/
2021
NOSHEET
YEARFISCAL
PROJECT NOREFERENCE
2021
I-20/59
PLAN SUBMITTAL
DATE:
DESIGNER:JASON TAYLOR, PE
NOT TO SCALE
ITS PLAN NOTES
07/24/2020 07/24/2020 100%OF TRANSPORTATION
ALABAMA DEPARTMENT
ACTION-6319(251)
CORY EVANS, EI
1=
BL
2=
OR
3=
GR
4=
BR
5=S
L
6=
WH
7=
RE
8=
BL
K
9=
YL
10=
VI
11=
RO
12=
AQ
1 3 5 7
8642
T R T R
1 3 5
642
T R T RRXTX
SEE NOTE 1
SM JUMPER
DISTRIBUTION UNITSECONDARY FIBER
MODULE
SUPPLEMENTAL
FMES
TUBEBUFFER
BLUE 12 SM DROP
STA. 2792+76ITS CABINET
=10KM
A
TYPE F2
PROPOSED COMMBOX
FOC144 SM
MA
TC
HLI
NE "
ZZ"
SE
E
SP
LI
CE
DI
AG
RA
M (2
7)
2=ORANGE(OR) BUFFER TUBE
3=GREEN(GR) BUFFER TUBE
4=BROWN(BR) BUFFER TUBE
5=SLATE(SL) BUFFER TUBE
6=WHITE(WH) BUFFER TUBE
7=RED(RD) BUFFER TUBE
8=BLACK(BLK) BUFFER TUBE
9=YELLOW(YL) BUFFER TUBE
10=VIOLET(VI) BUFFER TUBE
11=ROSE(RO) BUFFER TUBE
12=AQUA(AQ) BUFFER TUBE
FOC144 SM
SPLICING DIAGRAM (28)
SM
1=BL
2=OR
3=GR
4=BR
5=SL
6=WH
7=RE
8=BLK
9=YL
10=VI
11=RO
12=AQ
1=BL
2=OR
3=GR
4=BR
5=SL
6=WH
7=RE
8=BLK
9=YL
10=VI
11=RO
12=AQ
1=
BL
2=
OR
3=
GR
4=
BR
5=S
L
6=
WH
7=
RE
8=
BL
K
9=
YL
10=
VI
11=
RO
12=
AQ
TUBEBUFFER
1=BLUE(BL)
SM
FOR PATCH PANEL MODULE FIBER ASSIGNMENT.REFER TO SPECIAL PROJECT DETAIL - FIBER OPTIC TERMINATION 1.
NOTE:
SPD UNIT
MA
TC
HLI
NE "
AA
A"
SE
E
SP
LI
CE
DI
AG
RA
M (2
9)
195R
2059-88.7)CCTV-74 (TUS-CAM-
2059-88.7)SIG-9 (TUS-SIG-
REVISION DATE
1/14/21 CRE
DESIGNER
2 SPLICING REVISED
2
NOT TO SCALE
DATE:
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABAMA
DEPARTMENT OF TRANS
PORT
ATIO
NRESPONSIBLE PE: ROUTESHEET TITLE
c:\p
w_
wor
k\arcadis
pw
01\c
or
y.e
va
ns\
dms
34
83
0\
SD
TI
T1
8.
dg
nA
RC
ADI
S2:
23:
32
PM
1/
14/
2021
NOSHEET
YEARFISCAL
PROJECT NOREFERENCE
2021
I-20/59
PLAN SUBMITTAL
DATE:
DESIGNER:JASON TAYLOR, PE
FIBER OPTIC SPLICING
SPLICINGFIBER OPTIC
07/24/2020 07/24/2020 100%OF TRANSPORTATION
ALABAMA DEPARTMENT
ACTION-6319(251)
CORY EVANS, EI
W/WASHERS (2)
HEX BOLTS
3/8" - 16
PULL SLOTS (2)
FIBER OPTIC
BONDING PLATE
COMMBOX W/ COVERCABLE RACK
FIBER TRUNK CABLE *FIBER TRUNK CABLE *
FIBER DROP CABLE *
DETAIL: CABLE RACK INSTALLATION
SPLICE CLOSURE
(MAINTENANCE COIL)
SLACK LOOP
2.
SPECIAL PROJECT DETAIL - F3 COMMBOX DETAIL
COMMBOX DETAILS.P.D. - F3
204
1 - OPEN BOTTOMED BOX
COMMBOX TYPE F3
NOTES:
SURFACE
SKID RESISTANT
(ALDOT #57)
COARSE GRAVEL
6"
6" 6" 6" 6"
18"
DETAILCABLE RACK
SEE
FRONT VIEW SIDE VIEW
CONCRETE COLLAR
LOCATE TONE WIRE
LOCATE TONE WIRE
W
L
D
COMMBOX TYPE F3 (NOMINAL: 36"W X 60"L X 36"D)
* NOTE: FIBER TRUNK AND DROP CABLE(S) AS REQUIRED ON PLAN LAYOUT.
4.
MATERIAL.
ALL SLACK LOOP SHALL BE LOOSELY STRAPPED TO THE CABLE RACK USING A NON-METALLIC5.
FROM THE TOP.
CABLE RACK SHALL BE CENTERED ON ONE WALL OF COMMBOX AND A MINIMUM OF 6 INCHES 4.
COMMBOX WALL ENTRIES SHALL BE SEALED IN ACCORDANCE WITH THE SPECIFICATIONS.
NOT BE MORE THAN 1/4 INCH LARGER THAN CONDUIT DIAMETER TO BE INSTALLED. THESE
IF REQUIRED AND UPON APPROVAL OF THE ENGINEER, HOLES DRILLED IN COMMBOX WALLS MUST3.
TURNS SHALL NOT EXCEED THE BENDING RADIUS OF THE FIBER OPTIC CABLE.
BE SEALED USING WATER-BLOCKING POLYURETHANE MATERIAL. THE RADIUS OF THE CONDUIT
INCHES ABOVE THE BOTTOM OF THE BOX. ALL ENDS OF THE CONDUIT WITHIN COMMBOX SHALL
ALL CONDUIT SHALL BE TURNED UP THROUGH GRAVEL BASE, SO THAT IT EXTENDS THREE (3) 2.
TO DELIVERY OF COMMBOX.
OF THE OPEN BOTTOMED BOX. THE CABLE RACK SHALL BE INSTALLED BY MANUFACTURER PRIOR
AND (1) CABLE RACK. THE COMMBOX SHALL FIT TOGETHER SO THAT THE COVER FITS ON TOP
COMMBOX SHALL BE DEFINED TO INCLUDE (1) HEAVY DUTY COVER, (1) OPEN BOTTOMED BOX,1.
CONDUIT * CONDUIT *
CRUSHED AGGREGATE.
PRODUCED BY THIS RAISING SHALL BE ELIMINATED BY THE ADDITION OF
BRICKED AT THE BOTTOM WITH ONE BRICK PER SIDE (FOUR). THE CAVITY
IF GRADE LEVEL IS RAISED LATER, THE COMMBOX CAN BE PULLED UP AND
NOTE:
ACCORDANCE WITH THE SPECIFICATIONS.
4. INSTALL CONCRETE COLLAR AROUND THE FINAL LOCATED COMMBOX IN
THE COMMBOX TO FINISHED GRADE LEVEL.
WHILE COMMBOX COVER IS IN PLACE, FILL AND COMPACT SOIL SURROUNDING3.
SURROUNDING GRADE OR SET AT THE PLANNED FINISHED GRADE.
PLACE COMMBOX IN HOLE AND TOP OF THE COMMBOX FLUSH WITH THE 2.
THE TOP OF THE BOX TO FINISHED GRADE LEVEL.
18 INCHES OF CRUSHED AGGREGATE FOR DRAINAGE AS REQUIRED TO BRING
OF THE COMMBOX, UNLESS SHOWN OTHERWISE ON THE PLANS. ADD A MINIMUM
PREPARE THE EXCAVATION A MINIMUM OF 18 INCHES DEEPER THAN THE DEPTH1.
FOUR STEP PROCEDURE FOR INSTALLING COMMBOX:
1 - HEAVY DUTY COVER (3 PIECE WITH BEAMS; FIBER OPTIC LOGO ON EACH)
UPON CABLES SHOWN IN PLANS)
1 - CABLE RACK (MINIMUM, AS NEEDED BASED
2
REVISION DESIGNERDATE
CRE1/14/21SHEET ADDED
GROUND LINEGROUND LINE
GROUND LINE
DATE:
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABA A
DEPARTMENT OF TANS
POATIO
N
TENNESSEE
FLORIDA
GulfofMexico
GEOR
GIA
MISSISSIP
PI
ALABAMA
DEPARTMENT OF TRANS
PORT
ATIO
NRESPONSIBLE PE: ROUTESHEET TITLE
c:\p
w_
wor
k\arcadis
pw
01\c
or
y.e
va
ns\
dms
34
83
0\
SP
DTI
T4
4.
dg
nA
RC
ADI
S2:
27:
47
PM
1/
14/
2021
NOSHEET
YEARFISCAL
PROJECT NOREFERENCE
2021
I-20/59
PLAN SUBMITTAL
DATE:
DESIGNER:JASON TAYLOR, PE
NOT TO SCALE
07/24/2020 07/24/2020 100%OF TRANSPORTATION
ALABAMA DEPARTMENT
ACTION-6319(251)
CORY EVANS, EI