index to special and standard drawings

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)



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)


(TL-3) (MSKT)


(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



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

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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)



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

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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


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DATE:


FIBER OPTIC SPLICING

SPLICINGFIBER OPTIC


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


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2021

NOSHEET

YEARFISCAL

PROJECT NOREFERENCE

2021

I-20/59

PLAN SUBMITTAL

DATE:


NOT TO SCALE


ALABAMA DEPARTMENT

ACTION-6319(251)

CORY EVANS, EI

index to special and standard drawings

Documents