44240107 Mt Pleasant IA Wesleyan Reloc to Courtland St Engr Permit Plans Reduced.pdf

LOCATION MAP

IOWA COMMUNICATIONS NETWORK

MOUNT PLEASANT WESLEYAN RELOCATION TO W COURTLAND ST

FIBER INSTALLATION

HENRY COUNTY, MOUNT PLEASANT, IOWA

1300 W COURTLAND ST TO 600 JACKSON ST

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

509 SOUTH GILBERT STREET

IOWA CITY, IA 52240

PHONE: (319) 338-7557

STATE OF IOWA, DEPARTMENT OF LABOR

REGULATION NO. 00527328

PROJECT INFORMATION INDEX OF SHEETS

TITLESHEET

CIVIL

TITLE SHEET1

ICN GENERAL NOTES

5-12 PLAN SHEETS

ENGINEER GENERAL NOTES AND LEGEND

DETAIL SHEETS13-20

SCOPE OF WORK:

THE ICN IS RELOCATING FROM IOWA WESLEYAN AT

600 JACKSON ST TO A NEW ICN SHELTER AT 1300 W

COURTLAND ST., MOUNT PLEASANT, IA. IT WILL

INVOLVE APPROXIMATELY 4661' ROUTE LENGTH AND

5300' OF NEW CABLE INSTALLATION IN NEW

CONDUITS. CONTRACTOR IS REQUIRED TO

COORDINATE WITH ICN ON THE CUT OVER OF

EXISTING CABLES FOR LINKS 1607-4fA AND 1606-12fA, LINK 7045 IRTHP 36f, UPN 12f, AND WINDSTREAM 36f

WITH ICN. CREWS WILL BE REQUIRED FOR CABLE

PULLING DURING CUTOVER; AFTER HOURS 22:00 TO

6:00.

CONTACT PERSON:

TIM FLICKINGER

IOWA COMMUNICATIONS NETWORK (ICN)

PHONE: (515) 725-4699

timothy.flickinger@icn.state.ia.us

NICK FREERKS

HBK ENGINEERING

509 S. GILBERT STREET

IOWA CITY, IA 52240

PHONE: (319) 338-7557

nfreerks@hbkengineering.com

UTILITY CONTACTS

ANR PIPELINE COMPANY (AR2)

COMPANY

ALLIANT ENERGY (ASE)

IOWA COMMUNICATIONS NETWORK (ICN)

IOWA HOSPITAL ASSOCIATION (IHA)

MNA/BLUEBIRD (MNB01)

MOUNT PLEASANT MUNICIPAL UTILITIES

CITY OF MOUNT PLEASANT (MTP)

ACCESS ENERGY COOPERATIVE (SEI)

GREG LEDGER

CONTACT NAME

FIELD ENGINEER

SHANNON MARLOW

SHANNON MARLOW

JAMIE SCOTT

JACK HEDGECOCK

RICK MULLIN

DAN PHILIPS

(319) 498-4200

PHONE

(800) 572-3940

(800) 572-3940

(800) 572-3940

(314) 427-8738

(319) 385-2121

(319) 385-1480

(319) 385-1577

GREGLEDGER@TCENERGY.COM

PHONE

LOCATEIPL@ALLIANTENERGY.COM

ICNOUTSIDEPLANTIOWAONECALL@IOWA.GOV

ICNOUTSIDEPLANTIOWAONECALL@IOWA.GOV

JAMES.SCOTT@BLUEBIRDNETWORK.COM

MPUGROUP@MTPUTILITIES.COM

RMULLIN@IOWATELECOM.NET

DPHILIPS@ACCESSENERGYCOOP.COM

NOTE:

CALL 811 FOR LOCATION OF UNDERGROUND

TELEPHONE, ELECTRIC, GAS MAINS, CABLE

TELEVISION AND OTHER UTILITIES.

EXISTING UNDERGROUND AND OVERHEAD UTILITIES

AND DRAINAGE STRUCTURES HAVE BEEN PLOTTED

FROM AVAILABLE INFORMATION AND THEREFORE,

THEIR LOCATIONS MUST BE CONSIDERED

APPROXIMATE ONLY. IT IS THE RESPONSIBILITY OF

THE INDIVIDUAL CONTRACTORS TO EXACTLY LOCATE

AND PROTECT EACH EXISTING UTILITY BEFORE AND

DURING ACTUAL CONSTRUCTION.

MATERIALS4

PROJECT LOCATION

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

FOR 90% REVIEW

FOR PERMIT PLANS

08/17/2023

08/31/2023

09/11/2023

TITLE SHEET

MEDIACOM (TC9)

UNITE PRIVATE NETWORKS, LLC (UPN)

WINDSTREAM COMMUNICATIONS

DARRIN WALKER

JOE KILZER

LOCATE DESK

(319) 759-3786

(816) 425-3556

(800) 289-1901

DWALKER@MEDIACOMCC.COM

UPNGIS@UPNFIBER.COM

LOCATE.DESK@WINDSTREAM.COM

NOTE:

TELECOM MINIMUM DEPTH IS 36" UNDER SOIL AND 48"

UNDER PAVED SURFACES. ICN IS REQUIRING 48"

MINIMUM.

MAINTAIN 2' OF SEPARATION WHEN CROSSING

WATER MAINS.

LEGEND

FO FO

OH OH

X X X

A

A

W W

SD SD

E E

G G

SECTION 1.0 SCOPE OF WORK

1.01 INSTALLATION DESCRIPTION:

INSTALL CONDUIT AND ALL RELATED APPURTENANCES FOR FIBER OPTIC CABLE INSTALLATION. SEE PLANS

FOR EXACT LOCATION, LENGTHS, QUANTITIES, AND DIMENSIONS OF PROPOSE IMPROVEMENTS.

1.02 SEE SHEET 4 FOR LOCATION OF ENGINEER'S ESTIMATE OF MATERIALS.

1.03 THE CONTRACTOR SHALL PROVIDE ALL MATERIAL, EQUIPMENT, LABOR, INSTALLATION,

RESTORATION,UTILITY RELOCATION CHARGES, JOB SITE DELIVERY COSTS AND INCIDENTALS TO COMPLETE

THE DESCRIBED OR ILLUSTRATED WORK, UNDER THIS CONTRACT.

1.04 ANY CHANGE-ORDER REQUEST MUST BE PRESENTED IN WRITING TO THE OWNER'S REPRESENTATIVE AND APPROVED PRIOR TO PROCEEDING WITH THE REQUESTED CHANGE. DOCUMENTATION CONCERNING ANY

AND ALL CHANGE ORDERS WILL BE REDUCED TO FORMAL RECORD, FILED WITH THE OWNER'S

REPRESENTATIVE, AND BE MADE AVAILABLE FOR FUTURE REFERENCE.

1.05 THE CONTRACTOR SHALL PROVIDE A MINIMUM 48 HOUR ADVANCED NOTICE TO HBK ENGINEERING (319-338-7557) TO SCHEDULE A PRE-CONSTRUCTION WALK THROUGH WITH A HBK ENGINEERING REPRESENTATIVE. THIS WALK THROUGH MUST BE COMPLETED PRIOR TO THE COMMENCEMENT OF ANY

WORK WITHIN THE LIMITS OF THIS PROJECT.

1.06 THE ENGINEER WILL NOT BE RESPONSIBLE NOR ASSUME ANY LIABILITY FOR NEGLIGENT ACTS OR ERRORS

OF OMISSIONS OF ANY CONTRACTOR, ANY SUBCONTRACTOR, OR ANY OF THE CONTRACTOR'S OR

SUBCONTRACTORS' AGENTS OR EMPLOYEES OR ANY OTHER PERSONS (EXCEPT ENGINEER'S OWN

EMPLOYEES) AT THE PROJECT SITE OR OTHERWISE PERFORMING ANY OF THE WORK OF THE PROJECT. ANY CONTRACTOR OR SUBCONTRACTOR, AS WELL AS THE ENGINEER, WILL BE RESPONSIBLE FOR HIS OWN SAFETY PROGRAM. NEITHER THE PROFESSIONAL ACTIVITIES OF THEENGINEER, NOR THE PRESENCE OF THE ENGINEER OR HIS OR HER EMPLOYEES AND SUB-CONSULTANTS AT THE CONSTRUCTION SITE, SHALL RELIEVE ANY CONTRACTOR OF HIS OR HER OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT

NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES

NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF

CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY

PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. THE ENGINEER AND HIS OR HER

PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH ANY HEALTH OR SAFETY PRECAUTIONS.

SECTION 2.0 MATERIALS

2.01 ALL MATERIALS INSTALLED WITHIN THE LIMITS OF THIS PROJECT SHALL BE IN CONFORMANCE WITH STANDARD RECOMMENDATIONS OF THE NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA)

AND AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI).

2.02 ALL TRENCHED CONDUIT, ELBOWS, AND COUPLINGS SHALL BE HDPE UNLESS OTHERWISE NOTED. ALL

BORED CONDUIT AND COUPLINGS SHALL BE HDPE SDR-13 UNLESS OTHERWISE NOTED.

2.03 JOB SITE MATERIAL WILL BE DELIVERED TO AND MAINTAINED AT THE STREET WORK AREAS IN A WELL

MANAGED MANNER, TO MINIMIZE CONGESTION OR INCONVENIENCE TO OTHER WORKERS, OR

CONTRACTORS WORKING UNDER ALTERNATE PERMITS.

SECTION 3.0 GENERAL NOTES

3.01 CONTRACTOR IS ADVISED TO READ ALL NOTES ON DRAWINGS, CAREFULLY.

3.02 THE CONTRACTOR SHALL VERIFY EXISTING STREET RIGHTS OF WAY TO THE EXTENT NECESSARY TO VERIFY PROPOSED WORK REMAINS WITHIN THESE RIGHTS OF WAY AND DOES NOT INFRINGE ONTOPRIVATE

PROPERTY NOT OWNED BY THE OWNER.

3.03 SCALE FOR DRAWINGS IS FOR GENERAL INFORMATION ONLY. LOCATIONS AND DIMENSIONS SHALL BE TAKEN

AS SHOWN AND THE DRAWINGS SHALL NOT BE SCALED.

3.04 CONTRACTOR SHALL COORDINATE ALL WORK WITH ALL PUBLIC AND PRIVATE UTILITIES AS WELL AS CITY

AND STATE AGENCIES.

3.05 INSTALL CONDUIT MINIMUM OF 10'-0" BELOW ALL WATERWAYS AND CULVERT CROSSINGS. CONTRACTOR TO

VERIFY CULVERT DEPTH PRIOR TO CONDUIT INSTALLATION.

3.06 NUMEROUS ELEVATION CHANGES. TOPOGRAPHY LINES SHOWN ON DRAWING FOR REFERENCE ONLY.

3.07 DUE TO EXISTING FORESTED AREAS, SOME TREE REMOVAL AND TRIMMING REQUIRED FOR CONDUIT OR

HANDHOLE INSTALLATION WITHIN THE RIGHT-OF-WAY.

3.08 RIGHT OF WAY LOCATIONS ARE APPROXIMATE. FIBER INSTALLATION 6'-0" MINIMUM OFF RIGHT-OF-WAY.

SECTION 5.0 EXISTING UTILITIES

5.01 EXISTING CONDITIONS, STRUCTURES, UTILITIES AND SURFACE FEATURES SHOWN WERE OBTAINED FROM UTILITY ATLASES AND FROM DRAWINGS FURNISHED BY THE VARIOUS UTILITIES AND ARE ASSUMED TO BE ACCURATE AND CORRECT. THE CONTRACTOR SHALL PERFORM HIS OWN SURVEY AND VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS OF EXISTING STRUCTURES PRIOR TO STARTING ANY WORK.

5.02 FOR BORED INSTALLATIONS, THE CONTRACTOR SHALL PERFORM TEST HOLES AT ALL UTILITY CROSSINGS TO VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION, AND TO LOCATE ANY POSSIBLE OBSTRUCTIONS. ALL TEST HOLES SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT.

5.03 FOR TRENCHED INSTALLATIONS, THE CONTRACTOR SHALL PERFORM TEST HOLES PER PLAN OR AS DEEMED NECESSARY TO VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION, AND TO LOCATE ANY POSSIBLE OBSTRUCTIONS. ALL TEST HOLES SHALL BE CONSIDERED INCIDENTAL TO THE

CONTRACT.

5.04 THE CONTRACTOR SHALL FIELD VERIFY LOCATIONS OF ALL OVERHEAD OBSTRUCTIONS PRIOR TO THE

COMMENCEMENT OF WORK.

5.05 EXISTING UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL CONTACT IOWA ONE CALL AT 1(800)-292-8989 A MINIMUM OF 48 HOURS (EXCLUDING WEEKENDS AND GOVERNMENT HOLIDAYS) PRIOR TO COMMENCEMENT OF ANY PAVEMENT CUTS OR EXCAVATION TO REQUEST LOCATING AND MARKING OF EXISTING UTILITIES PRIOR TO PERFORMING ANY EXCAVATION WORK IN OR AROUND ANY

UTILITY.

5.06 ALL EXCAVATION WORK NEAR AND AROUND EXISTING STRUCTURES AND UTILITIES SHALL BE BY HAND

METHOD.

5.07 ALL DISCREPANCIES SHOULD BE REPORTED TO ENGINEER OF RECORD AT HBK ENGINEERING (319-338-7557).

ANY QUESTIONS OR COMMENTS THE CONTRACTOR MAY HAVE ARE TO BE DISCUSSED WITH THE OWNER

AND ENGINEER PRIOR TO CONSTRUCTION.

5.08 FURTHER, THE CONTRACTOR SHALL RECORD THE LOCATION AND ELEVATION OF ALL UTILITIES ENCOUNTERED, AND INSTALLATION OF NEW WORK, AS THE WORK PROGRESSES AND SHALL PREPARE RECORD DRAWINGS (RED-LINES) BASED ON HIS RECORDS. AS PART OF THE RECORD DRAWINGS, CONTRACTOR SHALL ALSO PROVIDE HORIZONTAL AND VERTICAL CONFIGURATION OFCONDUITS WHERE MULTIPLE CONDUITS ARE INSTALLED. THESE RECORDS TO BE SUPPLIED TO HBK ENGINEERING, LLC AT

COMPLETION OF WORK.

5.09 AT SEWER DRAINS FROM HOMES OR OTHER BUILDINGS, IF THERE IS INTERFERENCE, REPLACE INKIND. IN ALL CASES WHERE SEWER WORK IS DONE, A PERMIT SHOULD BE OBTAINED AND A SEWER INSPECTOR

SHOULD BE PRESENT DURING THE WORK.

5.10 CONTRACTOR SHALL SUPPORT ALL WATER MAINS IN EXCESS OF 12" IN DIAMETER WITH A PERMANENT TYPE OF STRUCTURE UNLESS OTHERWISE NOTIFIED BY THE WATER DEPARTMENT, AND IS INCLUDED IN COST FOR DOING THE WORK. AT NO TIME DURING CONSTRUCTION SHALL WATER MAINS GO UNSUPPORTED FOR A

SPAN GREATER THAN 8'-0".

5.11 CONTRACTOR RESPONSIBLE FOR OBTAINING AND PROVIDING REVIEW AND DESIGN OF ANY AND ALL

TEMPORARY UTILITY SUPPORT SYSTEMS PRIOR TO CONSTRUCTION.

5.12 CONTRACTOR SHALL NOTIFY ALLIANT IN SITUATIONS WHERE STEEL PIPE CONDUCTOR IS NICKED DURING EXCAVATION. ALLIANT WILL EVALUATE THE EXTENT OF THE DAMAGE SO AS TO DETERMINE WHETHER

REPAIR IS REQUIRED PRIOR TO BACKFILL AND GRADE SURFACE RESTORATION.

SECTION 6.0 WORK

6.01 NO STORAGE OF EQUIPMENT OR MATERIALS IN THE ROADWAY IS PERMITTED UNLESS THE CONTRACTOR

OBTAINS WRITTEN PERMISSION FROM THE CITY, STATE, AND/OR GOVERNING BODY.

6.02 THE CONTRACTOR SHALL MARK ALL OPENINGS ON THE SURFACE PRIOR TO THE COMMENCEMENT OF EXCAVATION. ALL OPENINGS ON PAVED SURFACES SHALL BE SAW CUT PRIOR TO REMOVAL OF PAVEMENT.

6.03 CONTRACTOR RESPONSIBLE FOR OBTAINING AND PROVIDING REVIEW AND DESIGN OF ANY AND ALL

SHORING SYSTEMS PRIOR TO CONSTRUCTION.

6.04 CONTRACTOR SHALL ASSUME ALL ELECTRICAL CABLES ARE ENERGIZED AND SHALL BE SUPPORTED SO AS

NOT TO STRESS ANY PORTION OF THE CABLE.

6.05 CONTRACTOR SHALL PROVIDE APPROPRIATE ENGINEERED DE-WATERING MEASURES, IF NECESSARY, TO ENSURE GROUNDWATER TABLE REMAINS AT A DEPTH BELOW THE BASE OF THE EXCAVATION AT ALL TIMES

DURING EXCAVATION, INSTALLATION AND BACKFILLING OPERATIONS.

6.06 THE ENGINEER SHALL BE NOTIFIED FOR RESOLUTION OF SITUATIONS WHERE CONDUIT DEPTH BELOW

GRADE DEVIATES BY MORE THAN 3” AS CURRENTLY SHOWN ON PLAN/PROFILE DRAWINGS.

6.07 THE ENGINEER SHALL ALSO BE NOTIFIED FOR DISPOSITION OF SITUATIONS WHERE THE CONDUIT CANNOT

MAINTAIN SEPARATIONS PER PLAN.

SECTION 7.0 RESTORATION

7.01 THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM ALL RESTORATION WORK IN THE CONTRACTOR'S NAME. ALL PAVING SHALL BE COMPLETED WITHIN 15 WORKING DAYS AFTER EXCAVATION IS BACKFILLED

UNLESS OTHERWISE ARRANGED IN ADVANCE WITH GOVERNING AGENCY.

7.02 CONTRACTOR SHALL BREAK OUT SIDEWALK, DRIVEWAY, CURB AND GUTTER, PAVEMENT AND RESTORE TO PERMANENT CONDITION. CONTRACTOR TO CONFORM CONCRETE TO COLOR, FINISH, AND TEXTURE OF

EXISTING SIDEWALKS, CURB AND GUTTER.

7.03 THE CONTRACTOR IS RESPONSIBLE FOR THE RESTORATION OF THE AREAS DISTURBED BY CONSTRUCTION

ACTIVITIES. CONTRACTOR TO PAY ALL FEES AND OBTAIN ALL PERMITS FOR RESTORATION.

7.04 THE CONTRACTOR IS TO RESTORE ALL DAMAGED STRUCTURES AND UTILITIES TO THE SATISFACTION OF

THE FACILITY OWNER, IN THE EVENT THAT DAMAGE OCCURS.

SECTION 4.0 SAFETY

4.01 CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY PRECAUTIONS TO PROTECT UTILITIES, PEDESTRIANS, WORKERS AND VEHICULAR TRAFFIC. THE CONTRACTOR SHALL PROVIDE TEMPORARYFENCES, BARRICADES, ETC. AS REQUIRED TO PROTECT ADJACENT PROPERTY AND THE PUBLIC DURING ALL PHASES OF

CONSTRUCTION.

4.02 THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BARRICADES, SIGNAGE, WARNING LIGHTS AND OTHER DEVICES AND KEEP ALL TRAFFIC CONTROL OPERATIONAL 24 HOURS A DAY AT ALL OPEN TRENCH

LOCATIONS AND AT LOCATIONS WHICH DO NOT HAVE A FINISHED SURFACE OR ROAD PLATES.

4.03 THE CONTRACTOR SHALL COORDINATE INGRESS AND EGRESS TO ADJACENT PROPERTIES AND/OR

CONSTRUCTION AFFECTED BY THE PROPOSED WORK.

ALL CONDUIT AND HANDHOLE INSTALLATIONS, REMOVALS, MODIFICATIONS, AND

TEMPORARY WORK SHALL BE DONE ACCORDING TO THE FOLLOWING NON-INCLUSIVE CONDITIONS:

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

ENGINEER GENERAL NOTES AND LEGENED

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

ICN GENERAL NOTES

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). ALL CONTRACTORS AND SUBCONTRACTORS MUST BE LICENSED AND BONDED WITH THE

CITY OF CLEAR LAKE.

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.

16.6.ALL DEBRIS SHALL BE REMOVED FROM THE CONSTRUCTION AREAS INCLUDING BUT NOT LIMITED TO:

CONSTRUCTION MATERIALS, TRASH, LARGE OBJECTS OR STONES WITHIN BACKFILLED AREAS, ETC.

DUCT INSTALLATION REQUIREMENTS

1. HDPE DUCT SHALL BE NO LESS THAN 36-42 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.

6. IMMEDIATELY UPON INSTALLATION, SEAL THE ENDS OF ALL DUCTS WITH DUCT SEAL OR EXPANSION FOAM TO

PREVENT SILTATION OR FILLING WITH MOISTURE. THIS APPLIES TO BOTH NEW AND EXISTING 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.

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. SPLICE 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.

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

MATERIALS

LISTING OF HANDHOLE WORK

HANDHOLE LABEL HANDHOLE TYPE ROUTE STATION

48 SM

ARMORED

FIBER COIL

PROP ICN SHELTER ICN SHELTER W COURTLAND ST 0+00 50

HH1 24" X 36" X 36" W COURTLAND ST 4+34 150

HH2 24" X 36" X 36" W COURTLAND ST 21+77 100

HH3 24" X 36" X 36" W COURTLAND ST 36+88 100

HH4 24" X 36" X 36" W BROAD ST 42+77 225

HH5 24" X 36" X 36" JACKSON ST 46+42 75

TOTAL 650

LISTING OF CONDUIT & FIBER WORK

CONDUIT RUN FROM TO LENGTH 2"

CONDUIT

48 SM ARMORED

FIBER,

UNDERGROUND

1 PROP. ICN

SHELTER HH1 434 868 434

2 HH1 HH2 1743 1743 1743

3 HH2 HH3 1511 1511 1511

4 HH3 HH4 589 589 589

5 HH4 HH5 365 365 365

6 HH4 EX. WINDSTREAM HH 8 8 8

7 HH5 IRHTP RISER 11 11 0

TOTAL 4661 5095 4650

ESTIMATE OF QUANTITIES

ITEM NO. ITEM UNIT PLANNED TOTAL AS-BUILT

TOTAL

1 MOBILIZATION LS 1

2 INSTALL 24" X 36" X 36" HANDHOLE EA 5

3 1-2" CONDUIT LF 4227

4 2-2" CONDUIT LF 434

5 48 SM ARMORED FIBER (TOTAL) LF 5300

6 48 SM ARMORED FIBER (RUNNING LINE) LF 4650

7 48 SM ARMORED FIBER (COIL) LF 650

8 TYCO 450B SPLICE ENCLOSURE EA 3

NOTE: CONDUIT INSTALLATION METHOD SHALL BE BORED UNDER ANY ROADWAYS, DRIVEWAYS, AND PAVED SURFACES. THE METHOD BETWEEN PLOW

VERSUS BORE FOR CONDUIT INSTALLATION IS AT THE CONTRACTORS DISCRETION.

NOTE: THIS TABLE SHOWS APPROXIMATE LENGTHS IN CONDUIT ONLY AND DOES NOT INCLUDE ANY COILS OR SLACK FOR FINER CABLES, TRACER WIRE, PULL ROPE, ETC. CONTRACTOR SHALL VERIFY NECESSARY QUANTITIES

INCLUDING COILS.

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.

ICN PROVIDED MATERIALS

CATEGORY ITEM DESCRIPTION UNIT QTY

FIBER CABLE 48F ARMORED SM CABLE LFT 5500

LOCATE FACILITIES TRIVIEW WARNING MARKER EA 1

LOCATE FACILTIES TRIVIEW LOCATE PEDESTALS EA 2

LOCATE FACILTIIES ICN SNAP AROUND EA 10

FDP, BULKHEADS, TRAYS CORNING CCH-02U RACK MOUNT FDP EA 1

FDP, BULKHEADS, TRAYS CORNING CCH 12f SM D-SC CASSETTE LOADED EA 4

SPLICE CLOSURE *450B SPLICE CLOSURE EA 3

SPLICE TRAY *B TRAY 24-POS EA 5

SHIELD BOND CONNECTOR *SHIELD BOND CONNECTOR EA 8

SEALING KIT *FOSC CLOSURE SEALING KIT EA 3

CONTRACTOR SUPPLIED MATERIALS

CATEGORY ITEM DESCRIPTION UNIT QTY

DUCT 2" ORANGE HDPE DUCT LFT 5300

HANDHOLES 24X36X36 TIER 15 HH W/LID EA 5

LOCATE FACILITIES 6 AWG BARE SOLID COPPER GROUND WIRE LFT 20

LOCATE FACILITIES 12 AWG HDPE ORANGE SOLID COPPER WIRE LFT 350

LOCATE FACILITIES 1/2" X 6' GROUND ROD EA 4

LOCATE FACILTIIES 1/2" GROUND ROD CLAMP EA 4

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

OVERALL SHEET LAYOUT

SHEET 6

SHEET 7

SHEET 8 SHEET 9

SHEET 10

SHEET 11

SHEET 12

HENRY COUNTY

CENTER TOWNSHIP

T 71-N R06-W

ICN Sta. 0+00.00

ICN Sta. 3+82.03

ICN Sta. 0+76.86 0+

1+00

2+00

3+00

4+00

5+00

6+00 7+00

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

5025 100

HENRY COUNTY

CENTER TOWNSHIP

T 71-N R06-W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

PROP. ICN

SHELTER 0+00 HH1 4+34 434

HH1 4+34 HH2 21+77 1743

TOTAL 2177

M

AT

C H

L

IN

E

SE

E

SH

EE

T

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

PLAN SHEET

W

C

O

U

R

T

L

A

N

D

S

T

N

C

A R

N A

H A

N

R

D

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MOUNT PLEASANT PUBLIC

WORKS TO ADJUST RUNNING LINE.

1 PULL NEW LINK 1629 48 F/A SM THROUGH 1 OF

NEW 2-2" HDPE CONDUIT.

48" MINIMUM BELOW GRADE.

EXISTING ICN LINK 1607-4fA. PROTECT IN PLACE

UNTIL CUTOVER.

HH1 - ICN STA. 4+34

LOOKING NORTH

ICN STA. 4+34 PROPOSED ICN HANDHOLE - HH1 OVER EXISTING

ICN DIRECT BURIED CABLE LINK 1607-4fA AT APPROX DETPH

4FT - PROTECT WITH SPLIT CONDUIT UNDERNEATH NEW HH.

LINKS 1629/1630 48fA 150' COIL FOR MIDSHEATH SPLICE LS563 -

TYCO 450B. TRIVIEW LOCATE POINT PER TYPICAL 3-#12

TRACERS 50' EACH.

2 PULL NEW LINK 1630 48 F/A SM THROUGH NEW 2"

HDPE CONDUIT.

48" MINIMUM BELOW GRADE.

CONTRACTOR SHALL EXPOSE APPROX. 60' OF

EXISTING ICN DIRECT BURIED FIBER CABLE LINK

1607-4FA FROM HH1 TO THE EDGE OF FIELD FOR

THE CUTOVER.

INTALL 90 DEGREE LONG SWEEPS AND 2-2" RISER TO

EXISTING PULL BOX ON THE NEW ICN SHELTER - ICN

STA. 0+00. SPLICER TO INSTALL RACK MOUNT PANEL

(CCH-02U) IN SHELTER. LINK 1629 48F/A SM - 50' SLACK

INSIDE SHELTER FOR TERMINATIONS.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

1743'

434'

232' FROM EOC

80' FR

O

M

EO

C

3' F

R O

M E

O C

5' FRO

M

EO

C

' F

R O

M

EO

C T

O R

O W

24' FRO

M

EO

C TO

RO

W

39' FR

O

M

EO

C

TO

R O

W

ICN 4+34

HH1

(NOTE 5)

5' FR

O

M

EO

C

11' FR

O

M

EO

C

14' FR

O M

EO

C

TO

R

O W

7' FR

O

M

EO

C

46' FR

O

M

EO

C

TO

R

O W

' F

R O

M R

O W

5' FR

O

M R

O W

19' FRO

M

RO

W

34' FR

O

M R

O W

40' FR

O

M

EO

C

8+00 9+00 10+00 11+00 12+00 13+00 14+00

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

5025 100

HENRY COUNTY

CENTER TOWNSHIP

T 71-N R06-W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH1 4+34 HH2 21+77 1743

TOTAL 1743

M

AT

C H

L

IN

E

SE

E

SH

EE

T

M

AT

C H

L

IN

E

SE

E

SH

EE

T

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

W COURTLAND ST

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MOUNT PLEASANT PUBLIC

WORKS TO ADJUST RUNNING LINE.

1 PULL NEW LINK 1630 48 F/A SM THROUGH NEW 2" HDPE

CONDUIT.

48" MINIMUM BELOW GRADE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

ICN STA. 12+00

LOOKING WEST

ICN STA. 13+50

LOOKING WEST

EXISTING ICN LINK 1607-4fA. PROTECT IN PLACE

UNTIL CUTOVER.

1743'

2 1

3' F

R O

M B

O C

3' F

R O

M B

O C

' F

R O

M E

O C

T O

R O

W

' F

R O

M E

O C

T O

R O

W

' F

R O

M R

O W

' F

R O

M R

15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00

GRAPHIC SCALE

5025 100

HENRY COUNTY

CENTER TOWNSHIP

T 71-N R06-W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH1 4+34 HH2 21+77 1743

HH2 21+77 HH3 36+88 1511

TOTAL 3254

M

AT

C H

L

IN

E

SE

E

SH

EE

T

M

AT

C H

L

IN

E

SE

E

SH

EE

T

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MOUNT PLEASANT PUBLIC

WORKS TO ADJUST RUNNING LINE.

1 PULL NEW LINK 1630 48 F/A SM THROUGH NEW 2" HDPE

CONDUIT.

48" MINIMUM BELOW GRADE.

ICN STA. 21+77 INSTALL PROPOSED 24"x36"x36" ICN

HANDHOLE - HH2. LINK 1630 100' SLACK COIL 48 F/A SM.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

LOOKING NORTHEAST

HH2 - ICN STA. 21+77

ICN 21+77

HH2

(NOTE 2)

EXISTING ICN LINK 1607-4fA. PROTECT IN PLACE

UNTIL CUTOVER.

21743' 1511'

3' F

R O

M B

O C

3' F

R O

M B

O C

' F

R O

M E

O C

T O

R O

W

' F

R O

M E

O C

T O

R O

W

' F

R O

M R

O W

' F

R O

M R

23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00

GRAPHIC SCALE

5025 100

HENRY COUNTY

CENTER TOWNSHIP

T 71-N R06-W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH2 21+77 HH3 36+88 1511

TOTAL 1511

M

AT

C H

L

IN

E

SE

E

SH

EE

T

M

AT

C H

L

IN

E

SE

E

SH

EE

T

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MOUNT PLEASANT PUBLIC

WORKS TO ADJUST RUNNING LINE.

1 PULL NEW LINK 1630 48 F/A SM THROUGH NEW 2" HDPE

CONDUIT.

48" MINIMUM BELOW GRADE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

LOOKING WEST

ICN STA. 29+75

BORE MIN. DEPTH OF 3' BELOW BOTTOM OF CULVERT

AND BELOW EXISTING ICN LINK 1607-f4A WHICH IS

APPROXIMATELY AT 13-14' DEPTH. (ICN STA. 29+75).

EXISTING ICN LINK 1607-4fA. PROTECT IN PLACE

UNTIL CUTOVER.

BORE MIN. DEPTH OF 3' BELOW BOTTOM OF INLET

WHICH IS APPROXIMATELY AT 4.5' DEPTH. (ICN STA.

23+00).

1511'

LOOKING WEST

ICN STA. 23+00

3' F

R O

M E

O C

3' F

R O

M E

O C

' F

R O

M E

O C

T O

R O

W

' F

R O

M E

O C

T O

R O

W

' F

R O

M R

O W

' F

R O

M R

ICN Sta. 37+10.54

ICN Sta. 36+90.65

30+00 31+00 32+00 33+00 34+00 35+00 36+00

37+00

+0

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

5025 100

HENRY COUNTY

CENTER TOWNSHIP

T 71-N R06-W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH2 21+77 HH3 36+88 1511

HH3 36+88 HH4 42+77 589

TOTAL 2100

MATCH LINE SEE SHEET 11

M

AT

C

H L

IN

E

SE

E

SH

EE

T

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

N

W

H I T

E

S

T

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MOUNT PLEASANT PUBLIC

WORKS TO ADJUST RUNNING LINE.

1 PULL NEW LINK 1630 48 F/A SM THROUGH NEW 2" HDPE

CONDUIT.

48" MINIMUM BELOW GRADE.

ICN STA. 36+88 INSTALL PROPOSED 24"x36"x36" ICN

HANDHOLE - HH3. LINK 1630 100' SLACK COIL 48 F/A SM.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

LOOKING WEST

HH3 - ICN STA. 36+88

LOOKING SOUTH

HH3 - ICN STA. 36+88

LOOKING NORTH

ICN STA. 37+00

ICN 36+88

HH3

(NOTE 2)

EXISTING ICN LINK 1607-4fA. PROTECT IN PLACE

UNTIL CUTOVER.

1511'

9'

3' F

R O

M B

O C

3' F

R O

M B

O C

4' FROM BOC

' F

R O

M E

O C

T O

R O

W

' F

R O

M E

O C

T O

R O

W

11' FROM EOC TO ROW

26' FROM BOC

7' FROM ROW

' F

R O

M R

O W

' F

R O

M R

ICN Sta. 42+98.51

ICN Sta. 42+84.32

ICN Sta. 39+10.89

+0

+0

40+00 41+00 42+00

+0

+0

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

5025 100

HENRY COUNTY

CENTER TOWNSHIP

T 71-N R06-W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH3 36+88 HH4 42+77 589

HH4 42+77 HH5 46+42 365

HH4 0+00A WND HH 0+08A 8

TOTAL 962

MATCH LINE SEE SHEET 10

IOWA COMMUNICATIONS NETWORK

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GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

W BROAD ST

N

W

H I T

E

S

T

J A

C K

S O

N

S

T

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MOUNT PLEASANT PUBLIC

WORKS TO ADJUST RUNNING LINE.

MATCH LINE SEE SHEET 12

1 PULL NEW LINK 1630 48 F/A SM THROUGH

NEW 2" HDPE CONDUIT.

48" MINIMUM BELOW GRADE.

2 PULL NEW 48 F/A SM THROUGH NEW 2"

HDPE CONDUIT BETWEEN ICN HH STA

42+77 / 0+00A TO WINDSTREAM HH 0+08A.

LEAVE 75' OF SLACK IN EACH HH FOR

SPLICING (TOTAL CABLE LENGTH 160')

48" MINIMUM BELOW GRADE.

LOOKING WEST

ICN STA. 41+25

4 ICN STA. 42+77 PROPOSED 24"X36"X36"

ICN HANDHOLE - HH4 OVER EXISTING ICN

DIRECT BURIED CABLE LINK 1607-4fA

AND LINK 1606-12FA - PROTECT WITH

SPLIT CONDUIT UNDERNEATH NEW HH.

EXISTING ICN HH COULD NOT BE

LOCATED - IF FOUND REMOVE. EXPOSE

EXISTING SOUTHBOUND CONDUITS.

ENTER EXISTING ICN SOUTH, EAST AND

WEST BOUND CONDUITS INTO HH.

ICN LINK 1606-12fA TO BE CUT AT

BUILDING ENTRANCE TO 600 JACKSON

ST AND PULLED BACK AT HH DURING

HOT CUT. LEAVE ICN LINK 1607-4fA IN PLACE. LINKS 1630/1631 48fA 150' COIL

FOR MIDSHEATH SPLICE LS564 - TYCO

450B. LOCATE POINT: TRIVIEW WITH

GROUND ROD AND 3-#12 TRACER WIRES

- LEAVE 50' COILS FOR EACH DIRECTION.

2' FROM SW. STAY ON SOUTH

SIDE OF UTILITY POLE.

LOOKING WEST

HH4 - ICN STA. 42+77

LOOKING SOUTH

HH4 - ICN STA. 42+77

LOOKING SOUTH

ICN STA. 39+11

EXISTING ICN LINK 1607-4fA. PROTECT

IN PLACE UNTIL CUTOVER.

EXISTING ICN LINK 1606-12fA. PROTECT

IN PLACE.

589'

5'

3 PULL NEW LINK 1631 48 F/A SM THROUGH

NEW 2" HDPE CONDUIT.

48" MINIMUM BELOW GRADE.

4 6

5 6

ICN 42+77

ICN 0+00A

HH4

(NOTE 4)

8'

ICN 0+08A

WINDSTREAM

HH

(NOTE 2)

4' FROM EOC

1' F

R O

M S

W

3' F

R O

M S

W

2.5' FROM BOC

14' FROM EOC TO ROW

OTHER UTILITY PROVIDERS

IN AREA. STAY 36" CLEAR

FROM ALL EXISTING

UTILITIES.

ICN

LOCATE

MARKS

10' FROM EOC TO ROW

' F

R O

M E

O C

T O

R O

W

' F

R O

M E

O C

T O

R O

W

INSET A (1" = 20')

5'

589'

6' F

R O

M S

W 3'

F R

O M

R O

W

4' FROM ROW

SEE INSET A ABOVE FOR

MORE DETAIL ON THIS AREA

SEE PAGE 13 FOR MORE

DETAIL ON EXISTING ICN

ALONG JACKSON ST.

12' FROM ROW

2' F

R O

M R

O W

2' F

R O

M R

O

6' FROM ROW

ICN Sta. 46+52.72

+0

+0

+0

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

5025 100

HENRY COUNTY

CENTER TOWNSHIP

T 71-N R06-W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH 4 42+77 HH5 46+42 365

HH 5 46+42 IRHTP

RISER 46+53 11

TOTAL 376

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

J A

C K

S O

N

S

T

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MOUNT PLEASANT PUBLIC

WORKS TO ADJUST RUNNING LINE.

1 PULL NEW LINK 1631 48 F/A THROUGH NEW 2" HDPE CONDUIT.

48" MINIMUM BELOW GRADE.

ICN STA. 46+42 INSTALL PROPOSED 24"x36"x36" ICN HANDHOLE - HH5

OVER EXISTING UPN CONDUIT. ACCESS EXISTING UPN CONDUIT

APPROX DEPTH 4±. LINK 1631 48f A 75' COIL FOR BUTT SPLICE LS565 -

TYCO 450B. GROUND #12 TRACER WIRE 50' FOR NEW LINK 1631.

GROUND #12 TRACER WIRE TO RISER POLE. UPN AND IRTHP CABLE

TO BE CUT AT HH TO EAST AND PULLED BACK FOR SPLICING DURING

HOT CUT.

MATCH LINE SEE SHEET 11

LOOKING NORTH

HH5 - ICN STA. 46+42

LOOKING NORTH

HH5 - ICN STA. 46+42

3 NEW 2" HDPE CONDUIT TO INTERCEPT EXISTING IRHTP AT RISER.

IRHTP CABLE TO BE CUT AT HH TO EAST AND PULLED BACK TO ICN

HH5 FOR SPLICING DURING HOT CUT. CONTRACTOR TO

REMOVE/REPLACE RISER FOR RE-ROUTING IN NEW CONDUIT. NEW

#12 TRACER WIRE FROM RISER TO LOCATE PUCK TO HH5 AND

GROUND TO NEW GROUND ROD.

48" MINIMUM BELOW GRADE.

30" FROM CURB. STAY WEST OF TRANSFORMER

PAD.

EXISTING ICN LINKS 1607-4fA AND 1606-12fA. PROTECT IN

PLACE UNTIL CUTOVER.

4'

11'

2.5' FROM EOC

2.5' FROM EOC

600 JACKSON ST

ICN 46+42

HH5

(NOTE 2)

EXISTING HH WITH IRHTP AND UPN CABLES;

LOCATION TO CUT CABLES FOR CUTOVER.

5 6

EXPOSE EXISTING HH TO VERIFY CONDUITS AND

DETERMINE IF LINK 1606-12fA CAN BE PULLED BACK TO

HH 4. LOCATION TO CUT LINK 1606-12FA DURING

CUTOVER

OTHER UTILITY PROVIDERS IN

AREA. STAY 36" CLEAR FROM ALL

EXISTING UTILITIES.

UPN

LOCATE

MARKS

14' FROM EOC TO ROW

13' FROM EOC TO ROW

SEE PAGE 13 FOR MORE DETAIL ON EXISTING ICN

ALONG JACKSON ST.

11' FROM ROW

12' FROM TO ROW

HENRY CO.

CENTER TWP.

T-71N R-6W

IOWA COMMUNICATIONS NETWORK

MT. PLEASANT

IOWA WESLEYAN COLLEGE

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

EXISTING ICN

EXISTING

UPN CABLE

EXISTING FOR

REFERENCE ONLY

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2019, COPY WITH PERMISSION

FOR 60% REVIEW

HH PLACEMENT

24" X 36" X 36" HAND HOLE

OR

or 36" or 36" or 24" X 36" X 36" HAND HOLE

R

W

6" ±

5'

6" ±

3'±

METAL SIGN &

U-CHANNEL POST

WARNING MARKER INSTALLATION DETAIL

6" ±

6" ±

R

O

W R

O

W

5' 5'

FIBERGLASS

MARKER

TRIVIEW

MARKER

EACH 9" x 12" METAL WARNING SIGN SHALL BE

ATTACHED AS FOLLOWS:

· TWO: 1/4-20 x 2 SS HEX HEAD BOLT

· TWO: 1/4 SS FLAT WASHER

· TWO: 1/4-20 SS NYLON INSERT LOCK NUT

POST

3'±

CONSTRUCTION DOCUMENT

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2019, COPY WITH PERMISSION

FOR 60% REVIEW

WARNING MARKER

CABLE COILS NOT SHOWN

NOTES:

-LOCATE (TRACER) WIRE: #10 or #12 AWG SOLID COPPER WIRE

-GROUND WIRE: #6 OR #8 AWG SOLID BARE COPPER WIRE

-ONE LOCATE WIRE PER FIBER CABLE AT SPLICE ENCLOSURE

-LOCATE WIRE(S) TO BE BONDED INSIDE SPLICE ENCLOSURE WITH 3M SCOTCHLOK SHIELD BONDING KIT -LOCATE WIRE(S) TO BE ROUTED OUTSIDE OF SPLICE ENCLOSURE WITH FOSC CLOSURE SEALING KIT -LOCATE WIRE(S) TO BE ROUTED VIA DUCT TO LOCATE PEDESTAL AND TERMINATED AT TERMINAL BOARD -GROUND LOCATE PEDESTAL TO GROUND ROD WITH SOLID BARE COPPER WIRE AND GROUND CLAMP

-SECURE LOCATE PEDESTAL BY PLACING OVER STEEL POST

-SET PEDESTAL AT OR NEAR RIGHT-OF-WAY, IF POSSIBLE

-MINIMUM HEIGHT OF INSTALLED PEDESTAL MUST BE 5 FEET

TYPICAL INSTALLATION OF

TRI-VIEW LOCATE PEDESTAL

TRACER WIRE TERMINATION DETAIL

Termination of the locate wire at either a pedestal, puck, or in a splice case shall be made in the following fashion:

Strip off a minimum of ¾” of insulation. Using a needle nose pliers bend a wire “eyelet” on the wire end in a clockwise manner. Use a flat washer on both sides of the wire eyelet when cinching it down on the stud. Flat washers shall be of appropriate size such that the hole matches the diameter of the stud and the outside diameter of the flat washer matches reasonably close to the eyelet diameter.

CONSTRUCTION DOCUMENT

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2019, COPY WITH PERMISSION

FOR 60% REVIEW

TRI-VIEW LOCATE

DIRECTIONAL BORING DETAIL

UTILITY SEPARATION DETAIL

12 INCH OR GREATER TRUNK DIAMETER

FE

ET

TREE PROTECTION - TUNNELING

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2019, COPY WITH PERMISSION

FOR 60% REVIEW

BORE DETAIL

CONSTRUCTION DOCUMENT

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2019, COPY WITH PERMISSION

FOR 60% REVIEW

ETC001

400 EAST 14TH STREET

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DES MOINES, IOWA 50319

ICN © 2019, COPY WITH PERMISSION

FOR 60% REVIEW

ETC202

400 EAST 14TH STREET

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DES MOINES, IOWA 50319

ICN © 2019, COPY WITH PERMISSION

FOR 60% REVIEW

ETC213