400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

IOWA COMMUNICATIONS NETWORK

IOWA COMMUNICATIONS NETWORK

CONSTRUCTION DRAWINGS FOR:

RELOCATION OF ICN FIBER ALONG N BLUFF BLVD

BETWEEN N 6TH ST TO SPRINGDALE DR. (CLINTON CO.)

PROJECT LOCATION

PROJECT OVERVIEW:

EXISTING ICN CABLE IS IN CONFLICT ALONG N BLUFF BLVD BETWEEN N 6TH ST TO SPRINGDALE DR. FOR STREET IMPROVEMENT PROJECT IN CLINTON, IA. RELOCATE WILL CONSIST OF ONE NEW MIN. 1.25-IN CONDUIT PLACED FROM END TO END ROUGHLY 970-FT ALONG WITH ONE NEW 48 ARMORED CABLED PULLED FROM END TO END.

RELOCATION WILL REQUIRE:

· PLACEMENT OF TWO (2) 24"x36"x30" TIER 22 HANDHOLES, SET WITH LIDS AT OR JUST BELOW GRADE

· PLACEMENT OF 970-FT± OF NEW MIN OF 1.25-IN HDPE CONDUIT

· TOTAL CABLE PULL INCLUDING SLACK ROUGHLY 1170-FT

· AREA IS BEEN CONFIRMED OF BEDROCK THAT WILL REQUIRE ALL TERRAIN HORIZONTAL DIRECTIONAL DRILLING

MACHINE.

· COORDINATE WITH SPLICER TO MINIMIZE TIME TRENCHES ARE OPEN

·· SECURELY FENCE OFF ANY OPEN TRENCHES

· AFTER SPLICING CUT-OVER, BACKFILL AND TAMP ALL EXCAVATED AREAS

· RESTORE RIGHT-OF-WAY PER DOT REQUIREMENTS, INCLUDING RE-SEEDING WHERE NEEDED

· SET ICN WARNING MARKERS AT EDGE OF RIGHT-OF-WAY LINE, PERPENDICULAR TO HANDHOLES

*THIS CONTACT LIST IS NOT ALL-INCLUSIVE. CONTRACTOR IS RESPONSIBLE FOR REQUESTING LOCATES OF ALL UTILITIES.

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ICN CABLE RELOCATION

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CLINTON - MANUFACTORING DR

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400 EAST 14TH STREET

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

IOWA COMMUNICATIONS NETWORK

STANDARD INSTALLATION REQUIREMENTS:

GENERAL REQUIREMENTS:

1. THE CONTRACTOR SHALL POTHOLE ALL EXISTING UTILITIES.

2. PROVIDE THE OWNERS OF ANY NATURAL GAS UTILITY 48 HOURS ADVANCE NOTICE THAT WORK IS

SCHEDULED IN THE VICINITY OF THEIR LINES/MAINS SO THAT THEY CAN PROVIDE STANDBY AND

PROTECT SERVICES.

3. MAINTAIN PROOF OF NOTIFICATION TO AND RECEIPT OF NOTIFICATION BY THE GAS UTILITY.

4. PERMITS AND COORDINATION

4.1. SECURE ALL NECESSARY STATE AND LOCAL (CITY, COUNTY, ETC.) PERMITS, PUBLIC OR PRIVATE

EASEMENTS, FACILITY PERMITS, USAGE PERMITS, AND ANY OTHER PERMIT REQUIRED BY AN

AUTHORITY HAVING JURISDICTION (AHJ).

4.2. ICN WILL OBTAIN AND PROVIDE COPIES OF IDOT PERMITS.

4.3. IF PERMITS ARE REQUIRED TO BE IN THE NAME OF THE OWNER RATHER THAN THE CONTRACTOR, THE

CONTRACTOR SHALL PREPARE THE PERMIT FOR THE OWNER'S SIGNATURE.

4.4. COORDINATE INSTALLATION WITH ALL OWNERS AND AHJ OVER THE ROUTE, THE FIBER,

RIGHT-OF-WAY AND BUILDINGS IN WHICH END POINTS WILL BE LOCATED.

4.5. FAILURE TO COORDINATE WITH THE AHJ AND TO OBTAIN ALL NECESSARY PERMITS IS AT THE PERIL

OF THE CONTRACTOR.

4.6. RIGHT-OF-WAY PERMIT FEES ARE AN AUTHORIZED EXTRA ABOVE THE QUOTED BID PRICE.

EXCAVATION PERMITS SHALL BE BY THE CONTRACTOR.

4.7. ENSURE ALL FACILITIES ARE PLACED WITHIN THE PUBLIC RIGHT-OF-WAY.

5. ENSURE THAT PERSONNEL WORKING IN THE ROW ARE EQUIPPED WITH AND USE PROPER SAFETY

EQUIPMENT AND ATTIRE.

6. ALL TOOLS AND TEST EQUIPMENT REQUIRED TO DO A PROJECT SHALL BE PROVIDED BY THE CONTRACTOR OR ITS SUBCONTRACTOR(S). SECURITY OF TOOLS AND TEST EQUIPMENT SHALL BE THE RESPONSIBILITY OF EACH WORKER. THE ICN SHALL NOT BE RESPONSIBLE FOR THE SECURITY OF ANY PROPERTY LEFT ON ICN'S PROPERTY OR ON PROPERTY CONTROLLED BY THE ICN OR THE STATE OF

IOWA.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTRUCTING ITS EMPLOYEES IN SAFETY MEASURES

CONSIDERED APPROPRIATE FOR THE JOB. IN ADDITION, THE CONTRACTOR SHALL NOT PERMIT

PLACING OR USE OF TOOLS OR MATERIALS IN TRAFFIC LANES OR OTHER LOCATIONS. THE TOOLS OR MATERIALS SHALL NOT BE PLACED IN SUCH A MANNER SO AS TO CREATE SAFETY HAZARDS TO STATE

EMPLOYEES, CONTRACTING AGENCY EMPLOYEES, THE PUBLIC OR THEMSELVES.

8. EXCAVATIONS AND TRENCHES: THE ICN REQUIRES ALL OPEN EXCAVATIONS OR TRENCHES TO BE

MONITORED AND ATTENDED TO DURING CONSTRUCTION PER. THE ICN REQUIRES ALL OPEN

EXCAVATIONS AND TRENCHES BACKFILLED THE SAME DAY. IF THE CONTRACTOR IS REQUIRED TO LEAVE AN EXCAVATION OR TRENCH OPEN, THEN THE CONTRACTOR SHALL PROPERLY FENCE AND/OR COVER THE EXCAVATION FOR SAFETY. CONTRACTOR SHALL FOLLOW ALL OSHA REQUIREMENTS FOR

EXCAVATION AND TRENCH SAFETY.

9. CONTRACTOR AND ITS EMPLOYEES SHALL COMPLY WITH ALL OSHA REGULATIONS. THE CONTRACTOR

SHALL COMPLY WITH ALL APPLICABLE STATE AND FEDERAL LAWS.

10. CONTRACTOR SHALL COMPLY WITH ALL IOWA ONE CALL REQUIREMENTS AS PROVIDED BY IOWA CODE, CHAPTER 480.

11. PROVIDE ALL LABOR AND SUPERVISION FOR THE PROJECT.

12. PROVIDE AND INSTALL MATERIALS NEEDED TO RESULT IN A FULLY FUNCTIONAL SYSTEM MEETING ICN

STANDARDS, WHETHER OR NOT THE MATERIALS OR METHODS ARE SPECIFICALLY MENTIONED IN THIS

DOCUMENT. SEE THE LIST OF ICN-FURNISHED MATERIALS.

13. INSTALL CABLE ROUTE MARKERS FURNISHED BY ICN. WHERE POSSIBLE, INSTALL MARKERS ADJACENT

TO POLES, BUILDINGS OR IN OTHER PROTECTED AREAS.

14. A COPY OF THIS SCOPE OF WORK AND THE ENGINEERING PLAN FOR THIS PROJECT SHALL BE ON SITE AND AVAILABLE ANY TIME WORK IS BEING PERFORMED. FAILURE TO HAVE THE REQUIRED DOCUMENTS ON SITE MAY RESULT IN ICN REQUIRING THE CONTRACTOR TO STOP WORKING UNTIL THE REQUIRED

DOCUMENTS ARE ON-SITE.

15. SUBCONTRACTORS SHALL MEET THE SAME QUALIFICATIONS STATED FOR CONTRACTORS.

CONTRACTOR SHALL OBTAIN APPROVAL OF THE CONTRACTING AGENCY'S PROJECT MANAGER PRIOR

TO USING A SUBCONTRACTOR ON ANY PROJECT.

16. RESTORE ALL DAMAGE TO PRIVATE PROPERTY, RIGHT-OF-WAY, ICN PROPERTY, AND ANY OTHER

PROPERTY DAMAGED IN THE COURSE OF THE WORK.

16.1.ANY DISRUPTION OF GRASS IN AN INDIVIDUAL'S YARD OR IN A PRIVATE MAINTAINED AREA OF THE PUBLIC RIGHT OF WAY (THE AREA BETWEEN THE SIDEWALK AND THE STREET CURB) MUST BE

RESTORED THROUGH RE-SODDING. ANY DISRUPTION OF THE GRASS IN THE MEDIAN WAY OR AN

UNIMPROVED SHOULDER MUST BE RESTORED EITHER THROUGH RE-SODDING OR RE-SEEDING AS

REQUIRED BY THE ROW OWNER.

16.2.AREAS SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION.

16.3. DIRT SHALL BE MECHANICALLY COMPACTED AROUND HANDHOLES AND PITS.

16.4. LAWNS SHALL BE SODDED WITH LIKE GRASS.

16.5. CONTRACTOR IS RESPONSIBLE FOR WATERING THE SOD UNTIL IT HAS KNITTED TO THE

GROUND BENEATH.

DUCT INSTALLATION REQUIREMENTS

1. HDPE DUCT SHALL BE NO LESS THAN 48 INCHES DEEP.

2. DUCT SHALL BE INSTALLED IN THE PUBLIC RIGHT-OF-WAY.

3. WHEN CROSSING A HIGHWAY IN DOT RIGHT-OF-WAY, DUCT SHALL BE NO LESS THAN 48 INCHES BELOW

GRADE UNDER THE ROADWAY AND SHOULDERS. HDPE MAY BE USED UNDER THE ROADWAY AND

SHOULDERS IF INSTALLED AT A MINIMUM DEPTH OF 48”.

4. SHOULD IT BE NECESSARY TO CROSS PRIVATE PROPERTY, THE CONTRACTOR MAY APPLY TO THE ICN

FOR AN EXCEPTION, AND REQUEST PERMISSION TO SECURE AN EASEMENT. THE EASEMENT IS

REQUIRED TO BE IN THE NAME OF ICN AND THE CONTRACTOR SHALL HAVE THE EASEMENT PREPARED BY A LAND SURVEYOR LICENSED IN THE STATE OF IOWA. CONTRACTOR SHALL BE RESPONSIBLE FOR

ALL FEES UNLESS PREVIOUSLY AUTHORIZED BY THE ICN.

5. AT THE CONCLUSION OF THE PROJECT, PROVIDE AND LEAVE A PULL ROPE IN ALL DUCTS, CONDUITS

AND PATHWAYS, INCLUDING INDOOR, OUTDOOR, NEW AND EXISTING.

6. DIRT SHALL BE MECHANICALLY COMPACTED AT ALL DUCT SPLICES, BORE PITS AND AROUND

HANDHOLES.

7. GROUND SHALL BE RESTORED TO THE CONDITION FOUND PRIOR TO CONSTRUCTION AND DEBRIS

REMOVED PRIOR TO SODDING OR SEEDING.

8. ALL CONDUITS SHALL BE PLUGGED VIA DUCT SEAL OR OTHER METHOD UPON COMPLETION OF CABLE

INSTALLATION.

9. IF SCHEDULE 40 PVC CONDUIT IS UTILIZED, ALL ANGLES (45, 90 DEGREE OR OTHER) REQUIRE FITTINGS

TO LONG SWEEP TO ACCOMMODATE MINIMUM CABLE BEND RADIUSES.

10. THE ICN REQUIRES PICTURES BY THE CONTRACTOR AND/OR ON- SITE INSPECTION BY ICN STAFF PRIOR TO COMPLETION OF THE PROJECT WHERE PIPE AND FITTINGS ARE NOT EXPOSED; I.E. UNDERGROUND, BEHIND A WALL, ETC.

HANDHOLE REQUIREMENTS

1. INSTALL HANDHOLES SO THAT THE LID IS LEVEL AND FLUSH WITH THE SURROUNDING NATURAL GRADE.

THE LID SHALL NOT EXTEND ABOVE THE SURROUNDING NATURAL GRADE.

2. PROVIDE ¼” OPENING HARDWARE CLOTH TYPE SCREEN WIRE BELOW THE HANDHOLE.

3. PROVIDE 5-6 INCHES OF ¾” CRUSHED ROCK BELOW THE HANDHOLE. ROCK SHALL BE COMPACTED.

GRAVEL SHALL EXTEND A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE WALLS OF THE HANDHOLE. DO

NOT USE PEA GRAVEL OR OTHER ROUND STONE.

4. DO NOT PLACE GRAVEL INSIDE HANDHOLE ABOVE THE HARDWARE CLOTH.

5. CONDUIT SHALL EXTEND A MINIMUM OF 6” ABOVE THE HARDWARE CLOTH/GRAVEL.

6. FAILURE OF THE CONTRACTOR TO INSTALL HANDHOLES AS SPECIFIED WILL CAUSE THE CONTRACTOR

TO RETURN AND RE-INSTALL THE HANDHOLE ACCORDING TO THIS SPECIFICATION BEFORE PAYMENT

FOR THE PROJECT IS MADE.

7. HANDHOLE INSTALLATIONS SHALL FOLLOW ICN STANDARD TYPICAL INSTALLATION; SEE TYPICAL

DRAWING.

FIBER INSTALLATION REQUIREMENTS

1. INSTALL FIBER ACCORDING TO INDUSTRY “BEST PRACTICES”.

2. THE CONTRACTOR SHALL NOT VIOLATE THE MANUFACTURER'S MINIMUM INSTALLATION BEND RADIUS

WHEN THE CABLE IS UNDER TENSION, OR THE MINIMUM INSTALLED BEND RADIUS.

3. TO PREVENT EXCEEDING THE MANUFACTURER'S MAXIMUM PULLING TENSION DURING INSTALLATION OF THE FIBER OPTIC CABLE, THE CONTRACTOR SHALL USE A “BREAK-AWAY” PULLING SWIVEL WHEN

INSTALLING CABLE.

4. THE “BREAK-AWAY” FUNCTION SHALL ACTIVATE AT OR BELOW THE MAXIMUM PULLING TENSION

SPECIFIED BY THE CABLE MANUFACTURER.

5. THE CONTRACTOR SHALL TEST ALL STRANDS OF THE FIBER, ON THE REEL, PRIOR TO BEGINNING FIBER

INSTALLATION. CONFIRM THAT ALL STRANDS MEET MANUFACTURER'S LOSS SPECIFICATIONS.

6. THE CONTRACTOR SHALL FIELD VERIFY ALL LENGTHS AND EXISTING CONDITIONS PRIOR TO STARTING

CONSTRUCTION.

7. SLACK LOOPS IN HANDHOLES SHALL BE COILED, INSTALLED, AND SECURED TO AVOID DAMAGE TO THE

COIL AND NOT INTERFERE WITH LIDS.

8. SLACK LOOPS AT SPLICES SHALL BE COILED TO MATCH THE EXISTING FIBER CABLE TAILS AND

ALLOWANCE FOR SPLICE PREPARATION.

9. ICN FIBER IN ALL HANDHOLES SHALL BE LABELED WITH ICN WRAP AROUND CABLE TAGS OR OTHER

LABELED CABLE TAGS.

BUILDING ENTRY REQUIREMENTS

1. WEATHER-SEAL ALL PENETRATIONS.

2. USE MORTAR OR SIMILAR CEMENT TO SEAL PENETRATION OF BRICK OR CEMENT BLOCK.

3. FIRESTOP PENETRATIONS OF ANY FIRE-RATED FLOOR, WALL OR CEILING.

4. REPLACE THE FIRESTOP MATERIAL IN ANY EXISTING FIRESTOPPED PENETRATION USED BY THE

CONTRACTOR.

5. ALL OUTDOOR CONDUITS, OF ANY LENGTH, SHALL BE GALVANIZED IRON PIPE (GIP). EMT, PVC AND

PLASTIC ARE PROHIBITED.

LOCATE FACILITY REQUIREMENTS

1. TRACER WIRE SHALL BE CONTINUOUS.

2. SPLICES IN THE TRACER WIRE ARE NOT ALLOWED. IF TRACER WIRE IS ACCIDENTALLY SEVERED, REQUEST PERMISSION FROM ICN TO SPLICE.

3. WIRE SPLICES ONLY IN HANDHOLES.

4. USE EITHER AN EPOXY SPLICE KIT, SCOTCH 3M 3832 OR A MOLEX PERMASEAL BUTT SPLICE. 10-12 GA.

SPLICE MATERIALS SHALL BE DESIGNED FOR UNDERGROUND APPLICATIONS.

5. LEAVE THE WIRE SPLICE VISIBLE IN THE HANDHOLE.

6. ROUTE A GROUND WIRE FROM THE GROUND INSIDE THE BUILDING, THROUGH THE ENTRY TO THE TII 163

TERMINAL.

7. SECURE ALL RISER CONDUITS WITH 3 EACH TWO-HOLE CONDUIT STRAPS.

8. WIRE THE PEDESTAL/TERMINAL SO THAT LOCATES MAY BE PERFORMED IN ANY DIRECTION AND FROM

THE FAR END.

9. DO NOT LEAVE ANY EXPOSED TRACER WIRE OR GROUND WIRE.

10. PERMANENTLY GROUND THE TRACER WIRE AT THE HANDHOLE ON THE FURNISHED GROUND ROD.

11. AT THE CONCLUSION OF THE PROJECT LEAVE THE TRACER WIRE SHIELD SHORTED TO GROUND IN THE

LOCATE TERMINAL.

12. USE TRACER WIRE THAT IS RATED FOR DIRECT BURIAL WHERE REQUIRED. TRACER WIRE SHALL BE #12 AWG, SOLID HF CCS 30 MIL HDPE HIGH FLEX TRACER WIRE: EITHER SOLID COPPER OR COPPER CLAD

STEEL.

13. LABEL ALL WIRES IN THE LOCATE TERMINAL/PEDESTAL/TRIVIEW. (I.E. “GROUND”, “FACING DMACC”, “FACING NORTH” ETC.)

14. FAILURE TO LABEL THE LOCATE WIRES WILL CAUSE THE CONTRACTOR TO RETURN AND PROPERLY

LABEL THE WIRES BEFORE PAYMENT FOR THE PROJECT IS MADE.

15. BOND TRACER WIRE(S) WITHIN SPLICE ENCLOSURES UTILIZING A 3M 4460-D\FO SHIELD BONDING KIT.

16. ROUTE TRACER WIRE(S) OUT OF SPLICE ENCLOSURE THROUGH A SINGLE PORT UTILIZING A FOSC

CLOSURE SEALING KIT.

17. AT SPLICE LOCATIONS WITH NO LOCATE PEDESTAL, TRACER WIRES SHALL BE BONDED TOGETHER, WITHIN THE SPLICE ENCLOSURE.

18. AT EACH END OF ANY TRACER WIRE, USE APPROPRIATE-SIZED RING TERMINAL (CRIMP) CONNECTORS USING APPROPRIATE CRIMP TOOL; OR CREATE A WIRE EYELET AS PER TYPICAL INSTALLATION OF

TRI-VIEW LOCATE PEDESTAL DETAIL.

DELIVERABLES/ACCEPTANCE:

1. CONTRACTOR SHALL PROVIDE CONSTRUCTION REDLINE AS-BUILTS WITH:

1.1. OFFSETS TO FIXED OBJECTS TO THE CABLE/CONDUIT RUNNING LINE, HANDHOLES AND NEW

FACILITIES.

1.2. METER MARKS OF CABLE INSTALLATIONS AT HANDHOLE ENTRY/EXIT, SPLICE LOCATIONS, BUILDING

ENTRIES, ETC.

1.3. DEPTHS OF CABLE AND/OR CONDUIT INSTALLATION.

1.4. ONE ORIGINAL SET OF AS-BUILT DRAWINGS MUST BE PROVIDED WITHIN TWO (2) WEEKS AFTER COMPLETION OF CONSTRUCTION FOR THE ICN MANAGEMENT RECORDS. REDLINE AS-BUILT DRAWINGS

MUST BE COMPLETE.

2. CONTRACTOR SHALL PROVIDE SPLICING REDLINE OF ALL SPLICING COMPLETED AND VALIDATION THAT

THE SPLICE PLAN WAS FOLLOWED.

3. CONTRACTOR IS RESPONSIBLE TO LOCATE FIBER UNTIL ACCEPTANCE BY THE ICN. ACCEPTANCE

INCLUDES:

3.1. SUBMISSION OF CONSTRUCTION AND SPLICING RED LINE DRAWINGS BY CONTRACTOR.

3.2. ASSIGNMENT OF LINK NUMBER BY THE ICN (IF APPLICABLE).

3.3. SUBMISSION OF FINAL AS BUILT DRAWING BY THE ICN TO THE ICN NETWORK MAINTENANCE

PROVIDER.

3.4. SUBMISSION TO IOWA ONE CALL AND THE ICN NETWORK MAINTENANCE PROVIDER'S CONTRACT

LOCATER.

3.5. THE MEASUREMENTS IN THE STATEMENT OF WORK ARE ESTIMATES AND NEED TO BE VERIFIED BY

THE CONTRACTOR.

4. ONLY WRITTEN MODIFICATIONS TO THIS SCOPE OF WORK ARE BINDING - VERBAL CHANGES TO THIS SCOPE OF WORK BY ANY PERSON OR PERSONS ARE NOT BINDING, UNLESS CONFIRMED IN WRITING.

5. FINAL PAYMENT WILL NOT BE PROCESSED UNTIL ALL DELIVERABLES ARE RECEIVED AND ACCEPTED.

16.6.ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION AREAS INCLUDING BUT NOT 6. IMMEDIATELY UPON INSTALLATION, SEAL THE ENDS OF ALL DUCTS WITH DUCT SEAL OR EXPANSION LIMITED TO: CONSTRUCTION MATERIALS, TRASH, LARGE OBJECTS OR STONES WITHIN BACKFILLED FOAM TO PREVENT SILTATION OR FILLING WITH MOISTURE. THIS APPLIES TO BOTH NEW AND EXISTING

AREAS, ETC. DUCTS.

7. AT THE CONCLUSION OF THE PROJECT, ENSURE THAT A PULL ROPE IS LEFT IN ALL PATHWAYS, BOTH

INSIDE AND OUTSIDE, NEW AND EXISTING.

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ICN GENERAL NOTES

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ICN CABLE RELOCATION

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CLINTON - MANUFACTORING DR

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DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

NOTE ON HDPE CONDUIT AND SPLICES:

1. HDPE SHALL BE ORANGE SMOOTH WALL SDR 13.5

2. DUCT SPLICES SHALL BE MADE OF THE FOLLOWING (IN ORDER OF PREFERENCE.)

-ELECTROFUSION

-CRIMP ON

-CLAMP ON / BOLT ON (SPLIT COUPLINGS)

-PUSH ON

3. ALL SPLICES SHALL BE AIR AND WATER TIGHT

4. DUCT SPLICES SHALL BE OF A TYPE MADE SPECIFICALLY FOR JOINING HDPE CONDUIT

5. ALL DUCT SPLICES SHALL BE MADE IN SUCH MANNER AS TO ALLOW CONTINUOUS PULLING OF

CABLE THROUGH DUCT.

NOTE ON OSP FIBER CABLE

Single Mode, Single Armor, Gel Free, Loose Tube OSP cable (12-strand minimum, refer to Materials) Tensile Strength: 600 lb short term Attenuation: 0.35/0.25 dB at 1310/1440 nm

NOTE ON HANDHOLE(S):

Polymer Concrete (Quazite, New Basis, Martin, e.g.) 24"x36"x30" Tier 15 Hybrid Polymer Concrete - Fiberglass (Oldcastle FRP, e.g.) 24"x36"x30" Tier 15

*NOTE ON CONTRACTOR PROVIDED MATERIAL(S):

Contractor shall supply all other materials required for proper installation, including but not limited to: HDPE, Duct Splices, Grounding and Tracer Wires, Rock, Wire Mesh, etc.

ANY EXCEPTIONS MUST BE AGREED UPON IN WRITING PRIOR TO CONSTRUCTION.

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MATERIALS

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ICN CABLE RELOCATION

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NEW HDPE W/ 48F

NEW

HDPE

W / 4

8F

2+

SE

C. L

INE

CLINTON CO. CLINTON CO.

CLINTON TOWNSHIP CLINTON TOWNSHIP

T81N-R07E SEC. 1 T81N-R07E SEC. 6

CONSTRUCTION DOCUMENT

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2023, COPY WITH PERMISSION

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NOTES: 1. STA. 222+00: PLACE 24X36X30 HANDHOLE WITH LID AT GRADE SET MARKER - STA. 222+00: PLACE 24X36X30 HANDHOLE WITH LID AT GRADE SET MARKER - (SPLICE) 4. STA. 222+00 TO 221+50: EXPOSE 50-FT OF EXISTING, LIVE ICN CABLE FOR SPLICE STA. 222+00 TO 221+50: EXPOSE 50-FT OF EXISTING, LIVE ICN CABLE FOR SPLICE TAIL. 3. STA. 222+00 TO 3102+20: PLACE APPROX. 970-FT OF HDPE CONDUIT WITH NEW 48F STA. 222+00 TO 3102+20: PLACE APPROX. 970-FT OF HDPE CONDUIT WITH NEW 48F CONDUIT NOTES: HDPE SHALL BE ORANGE SMOOTH WALL SDR 13.5, MINIMUM 1.25-IN SEE ENGINEERING PLANS FOR SPECIAL DEPTH REQUIREMENTS AND ALL OTHER AREAS PLACE 48-TO-60 INCHES DEEP. PULL HDPE INTO HANDHOLE PER TYPICAL DRAWING CABLE NOTES: PULL THROUGH ONE NEW 48 ARMORED CABLE FROM END TO END. LEAVE 100-FT COILS IN HANDHOLE

NEW HDPE W/ 48F

CLINTON CO.

CLINTON TOWNSHIP

T81N-R07E SEC. 6

CONSTRUCTION DOCUMENT

· IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2023, COPY WITH PERMISSION

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NOTES: 3. STA. 222+00 TO 3102+20: CONTINUE CABLE PLACEMENT STA. 222+00 TO 3102+20: CONTINUE CABLE PLACEMENT 4. STA. 222+00: PLACE 24X36X30 HANDHOLE WITH LID AT GRADE BESIDE POLE - END STA. 222+00: PLACE 24X36X30 HANDHOLE WITH LID AT GRADE BESIDE POLE - END HDPE/CABLE - STUB OUT TWO DUCTS INTO HH (LOCATE POINT/SPLICE POINT) 5. STA. 3101+90: EXISTING ICN HH/SPLICE. IRHTP 36F & SEGRA 24F TO BE CUT FROM STA. 3101+90: EXISTING ICN HH/SPLICE. IRHTP 36F & SEGRA 24F TO BE CUT FROM SPLICE CASE NIGHT OF SPLICE AND PULLED BACK THROUGH EXIST. CONDUIT TO NEW HH FOR 3-WAY SPLICE. HANDHOLE TO BE REMOVED AFTER SPLICE. SEE DIAGRAM A. CONDUIT NOTES: HDPE SHALL BE ORANGE SMOOTH WALL SDR 13.5, MINIMUM 1.25-IN SEE ENGINEERING PLANS FOR SPECIAL DEPTH REQUIREMENTS AND ALL OTHER AREAS PLACE 48-TO-60 INCHES DEEP. PULL HDPE INTO HANDHOLE PER TYPICAL DRAWING CABLE NOTES: PULL THROUGH ONE NEW 48 ARMORED CABLE FROM END TO END. LEAVE 100-FT COILS IN HANDHOLE.

DIAGRAM A

SWING EXIST. IRHTP 36F INTO TO NEW

HH/MAINT SPLICE THE NIGHT OF THE

SPLICE. SEGRA WILL NEED TO DO THE

SAME. NEW PIECE OF CONDUIT

INSTALLED FROM NEW HH TO RISER &

FOR SEGRA

EMPTY DUCT FOR SEGRA

CUT IRHTP 36F & PULL BACK TO NEW

HH/MAINT SPLICE THE NIGHT OF THE

SPLICE. SEGRA WILL NEED TO DO THE

SAME. HH TO BE REMOVED AFTER SPLICE

CONSTRUCTION DOCUMENT

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2023, COPY WITH PERMISSION

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LS439 (EXIST. SPLICE)

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LINK 903A -4FLINK 903A -4F

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EXISTING 1.25-IN IRHTP LINK 7036 -36F & SEGRA 24FSEGRA 24F

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NEW HH/MAINT SPLICE

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IRHTP LINK 36F

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IRHTP LINK 36F

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NEW 1.25-IN HDPE W/ 48FNEW 1.25-IN HDPE W/ 48F

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EXISTING 1.25-IN TO BE ABANDONED AFTER SPLICE

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LEGEND

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EXISTING ICN DUCT

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PROPOSED ICN DUCT

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PROPOSED ICN HANDHOLE

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EXISTING ALLIANT POLE

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EXISTING ICN (AERIAL)

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EXISTING ICN HANDHOLE

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RIGHT-OF-WAY

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ROW

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TO BE ABANDONED

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SCALE:

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SIZE:

AutoCAD SHX Text R:\OSP PROJECTS\HARRIS\Clinton County\23230205 - Possibly Conflict Along S Bluff Blvd In Clinton\ICN RELO PLANS\Proposed Relocation Options.dwg

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OF

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PAGE

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LINK NAME:

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FILE:

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OSP PROJECT LOG #:

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CABLE RELO

AutoCAD SHX Text 7-10-25

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CABLE RELO

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N BLUFF BLVD FROM N 6TH ST TO SPRINGDALE DR

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text 11 x 17

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CONSTRUCTION

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AutoCAD SHX Text 0903 (4F)

23230205