23-039 ITB 28210105 Manchester Cty Sheriff Howard St Engr Plans Reduced.pdf

LOCATION MAP

IOWA COMMUNICATIONS NETWORK

MANCHESTER HIGH SCHOOL TO DELAWARE COUNTY SHERIFF'S OFFICE

FIBER INSTALLATION

DELAWARE COUNTY, MANCHESTER, IOWA

605 N NEW ST TO 1225 W HOWARD 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

5-31 PLAN SHEETS

ENGINEER GENERAL NOTES AND LEGEND

DETAIL SHEETS32-37

SCOPE OF WORK:

THIS PROJECT IS FOR NEW CONDUIT AND FIBER

OPTIC CABLE INSTALLATION FOR THE DELAWARE

COUNTY SHERIFF'S OFFICE FROM WEST DELAWARE

HIGH SCHOOL TO THE DELAWARE COUNTY SHERIFF'S

OFFICE. IT WILL INVOLVE APPROXIMATELY 10,179' OF

NEW CONDUIT INSTILLATION, 10,811' OF THE NEW

CABLE INSTALLATION IN NEW CONDUITS AND

EXISTING BUILDING ENTRY CONDUITS PER THE

DETAILED PLAN SHEETS

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

MIKE CORKERY

DELAWARE COUNTY SHERIFF'S OFFICE

PHONE: (563) 920-0001

DELCS.911@GMAIL.COM

UTILITY CONTACTS

ALLIANT ENERGY (ANE)

COMPANY

MEDIACOM (AT6)

CENTURYLINK (CTLIA01)

IOWA DEPARTMENT OF TRANSPORTATION (EC5)

HAWKEYE TELEPHONE COMPANY (HE2)

IOWA COMMUNICATIONS NETWORK (ICN)

MANCHESTER CITY OF (MAY)

FIELD ENGINEER

CONTACT NAME

BRIAN KADNER

SADIE HULL

JOE KILLBURG

CRAIG SCHMITT

SHANNON MARLOW

TIMOTHY VICK

(800) 255-4268

PHONE

(845) 544-9656

(918) 547-0147

(563) 582-3063

(563) 412-9765

(800) 572-3940

(563) 927-3636

LOCATE_IPL@ALLIANTENERGY.COM

PHONE

BKADNER@MEDIACOMCC.COM

SADIE.HULL@LUMEN.COM

JOE.KILBURG@DOT.IOWA.GOV

CRAIG.SCHMITT@HAWKEYETELEPHONE.COM

ICNOUTSIDEPLANTIOWAONECALL@IOWA.GOV

TVICK@MANCHESTER-IA.ORG

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

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

TITLE SHEET

MNA/BLUEBIRD (MNB01) JAMIE SCOTT (314) 270-8738 JAMES.SCOTT@BLUEBIRDNETWORK.COM

BLACK HILLS ENERGY MANCHESTER (PN9) BRIAN MCWILLIAMS (563) 927-1017 BRIAN.MCWILLIAMS@BLACKHILLSCORP.COM

UNITE PRIVATE NETWORKS, LLC (UPN) JOE KILZER (816) 425-3556 UPNGIS@UPNFIBER.COM

WEST DELAWARE COUNTY SCHOOL DISTRICT (WDD) GARY FONCK (563) 920-4114 GARYFONCK@W-DELAWARE.K12.IA.US

WINDSTREAM COMMUNICATIONS (WINIA) LOCATE DESK (800) 289-1901 LOCATE.DESK@WINDSTREAM.COM

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

60% REVIEW

ENGINEER GENERAL NOTES AND LEGENED

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

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

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MATERIALS

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.)

-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.

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

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: THESE TABLES SHOW APPROXIMATE LENGTHS IN

CONDUIT ONLY AND DO NOT INCLUDE ANY COILS OR SLACK FOR

FINER CABLES, TRACER WIRE, PULL ROPE, ETC. CONTRACTOR

SHALL VERIFY NECESSARY QUANTITIES INCLUDING COILS.

ICN PROVIDED MATERIALS

CATEGORY ITEM DESCRIPTION UNIT QTY

FIBER CABLE 36F ARMORED SM CABLE LFT 11900

FIBER CABLE 12F DIELECTRIC SM CABLE LFT 900

LOCATE FACILITIES TRIVIEW TEST STATION EA 3

LOCATE FACILITIES ICN SNAP AROUND EA 12

LOCATE FACILITIES TRIVIEW WARNING MARKER 78IN EA 8

FDP, BULHEADS, TRAYS CORNING CCH-01U RAC MOUNT FDP EA 1

FDP, BULHEADS, TRAYS CORNING CCH-02U RAC MOUNT FDP EA 1

FDP, BULHEADS, TRAYS CORNING CCH 12F SM D-SC CASSETTE LOADED EA 2

FDP, BULHEADS, TRAYS CORNING CCH 6F SM SC CASSETTE LOADED EA 1

SPLICE CLOSURE *450A SPLICE CLOSURE (W/LUGS) EA 2

SHIELD BOND CONNECTOR *SHIELD BOND CONNECTOR EA 6

VENDOR PROVIDED MATERIALS

CATEGORY ITEM DESCRIPTION UNIT QTY

DUCT 2" ORANGE HDPE DUCT SDR 11 OR 9 LFT 800

DUCT 2" ORANGE HDPE DUCT LFT 10025

LOCATE FACILITIES 12 AWG HDPE ORANGE SOLID COPPER WIRE LFT 1200

LOCATE FACILITIES 6 AWG BARE SOLID COPPER GROUND WIRE LFT 80

HANDHOLES 24X36X36 TIER 15 HH W/LID EA 8

HANDHOLES 30X48X36 TIER 15 HH W/LID EA 1

LOCATE FACILITIES 1

2" X 6' GROUND ROD EA 3

LOCATE FACILITIES 1

2" GROUND ROD CLAMP EA 3

LISTING OF CONDUIT & FIBER WORK

CONDUIT RUN FROM TO LENGTH 2"

CONDUIT

36F SM ARMORED

FIBER,

UNDERGROUND

12F SM

DIELECTRIC FIBER,

UNDERGROUND

1 WDHS DATA ROOM EX - HH 1 256 0 256 0

2 EX - HH 1 HH 2 642 642 642 0

3 HH 2 HH 3 1201 1201 1201 0

4 HH 3 HH 4 1098 1098 1098 0

5 HH 4 HH 5 1168 1168 1168 0

6 HH 5 HH 6 1289 1289 1289 0

7 HH 6 HH7 742 742 742 0

8 HH7 HH 8 666 666 666 0

9 HH 8 HH 9 2105 2105 2105 0

10 HH 9 HH 10 1096 1096 1096 0

11 HH 10 EX - HH11 318 318 0 318

12* EX - HH11 DCS DATA ROOM 376 0 0 376

TOTAL 10325 10263 694

LISTING OF HANDHOLE WORK

HANDHOLE LABEL HANDHOLE TYPE ROUTE STATION

36 F/A SM

ARMORED

FIBER COIL

12 F SM

DIELECTRIC

FIBER COIL

EX - HH 1 24" X 36" X 36' WEST DELAWARE HIGH

SCHOOL MIDSHEATH CASE 0+00 150 0

HH2 24" X 36" X 36" E. UNION ST. 6+42 100 0

HH3 24" X 36" X 36" W. UNION ST. 18+43 100 0

HH4 24" X 36" X 36" W. UNION ST. 29+41 100 0

HH5 24" X 36" X 36" N. RIVER ST. 41+09 100 0

HH6 30" X 48" X 36" W. MAIN ST. 53+98 150 0

HH7 24" X 36" X 36" W. MAIN ST. 61+40 150 0

HH8 24" X 36" X 36" W. MAIN ST. 68+06 150 0

HH9 24" X 36" X 36" N. 13TH ST. 89+11 100 0

HH10 24" X 36" X 36" N. 13TH ST. 100+07 75 75

EX HH11** 24" X 36" X 36' MANCHESTER SHERIFF

OFFICE 103+25 0 25

TOTAL 1175 100

ESTIMATE OF QUANTITIES

ITEM NO. ITEM UNIT PLANNED TOTAL AS-BUILT

TOTAL

1 HORIZONTAL BORING - RESIDENTIAL 1 EA 2" CONDUIT LF 10100

2 HANDHOLE PLACEMENT - RESIDENTIAL STD 24X36X36 EA 8

3 HANDHOLE PLACEMENT - RESIDENTIAL LG 48X30X36 EA 1

4 FIBER INSTALLATION - EXISTING DUCT RESIDENTIAL LF 675

5 FIBER INSTALLATION - NEW DUCT RESIDENTIAL LF 10750

8 RIVER BORING - RESIDENTIAL 1 EA 2" CONDUIT LF 800

9 PLACE WARNING MARKER-URBAN EA 8

10 PLACE LOCATE PEDESTAL-RESIDENTIAL EA 3

11 MOBILIZATION LS 1

12 MATERIAL PICK UP EA 1

**LISTING OF HANDHOLE WORK FOR ALTERNATE ROUTE INTO SHERIFF STATION

HANDHOLE LABEL HANDHOLE TYPE ROUTE STATION

12 F SM

DIELECTRIC

FIBER COIL

EX HH11 24" X 36" X 36" HH12 0+00A 100

HH12 24" X 36" X 36' MANCHESTER SHERIFF

OFFICE 1+95A 50

TOTAL 150

*LISTING OF CONDUIT & FIBER WORK FOR ALTERNATE ROUTE INTO SHERIFF STATION

CONDUIT RUN FROM TO LENGTH 2"

CONDUIT

12F SM

DIELECTRIC FIBER,

UNDERGROUND

12A EX - HH11 HH12 195 195 195

12B HH12 DCS DATA ROOM 167 0 167

TOTAL 195 362

ESTIMATE OF QUANTITIES FOR ALTERNATE ROUTE INTO SHERIFF STATION

ITEM NO. ITEM UNIT PLANNED TOTAL AS-BUILT

TOTAL

1 HORIZONTAL BORING - RESIDENTIAL 1 EA 2" CONDUIT LF 200

2 HANDHOLE PLACEMENT - RESIDENTIAL STD 24X36X36 EA 1

3 FIBER INSTALLATION - NEW DUCT RESIDENTIAL LF 200

4 PLACE WARNING MARKER-URBAN EA 1

tflickinger Highlight tflickinger Highlight

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

OVERALL SHEET LAYOUT

DELAWARE COUNTY

DELAWARE TOWNSHIP

T-N R-W

SHEET 7

S H

E E

T

SHEET 8SHEET 9SHEET 10SHEET 11SHEET 12

SHEET 16SHEET 17SHEET 20SHEET 21SHEET 22SHEET 23SHEET 24SHEET 25SHEET 26

S H

E E

T

S H

E E

T

S H

E E

T

S H

E E

T

S H

E E

T

S H

E E

T

S H

E E

T

0+001+002+00

WEST DELAWARE

HIGH SCHOOL

605 N. NEW ST.

ICN Sta. 0+00.00

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 6

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

SEE SHEET 7

FOR EXTERIOR

ROUTING

GRAPHIC SCALE

5025 100

FIBER

DISTRIBUTION

PANEL

#6 GROUND WIRE FROM END OF

ARMORED CABLE TO NEAREST

GROUND POINT.

GROUND BAR LOCATION

8'

11'

5'

FIBERDISTRIBUTIONPANEL

2 DATA ROOM: TRANSITION CABLE FROM EXISTING HDPE CONDUIT TO

DATA RACK CABINET. PULL CABLE TRHOUGH EXISTING HDPE CONDUIT

AND ROUTE WITH EXISTING CABLE TO CABLE TRAY AND RACK

LOCATION. LEAVE 25' COIL FOR SPLICER. 1ST RACK FROM THE NORTH

36 F/A SM FROM

EX-HH1 TO

DATA ROOM

3 PULL NEW LINK 0122 36 F/A SM THROUGH EXISTING

HDPE CONDUIT LEADING TO WDHS DATA ROOM.

APPROXIMATELY 206' FROM EX-HH1 TO DATA ROOM

1 PULL NEW LINK 0122 36 F/A SM

THROUGH PLUGGED HDPE

CONDUIT LEADING TO EXISTING

HH EX-HH1

6'

3 1

ICN 0+00

EX-HH1

0+001+002+003+00

4+

5+

LIBERTY ST

N E

W S

T ICN Sta. 0+00.00

ICN Sta. 3+45.14

ICN Sta. 4+02.15

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

5025 100

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

DATA ROOM EX HH1

EX HH1 0+00 HH2 6+42 642

TOTAL 642

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 7

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

MATCH LINE SEE SHEET 8

EX HH1 - ICN STA. 0+00

LOOKING NORTH

EX HH1 - ICN STA. 0+00

LOOKING WEST

ICN STA. 3+10

LOOKING WEST

ICN STA. 3+45

LOOKING SOUTH

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

18' FR

O

M

SW

32' FR

O

M

BO

C

642' 2 1 PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

ICN STA. 0+00 EXISTING ICN HANDHOLE - EX HH1 AND EXISTING TRIVIEW

WARNING MARKER. NEW LINK 0122 - 36 F/A SM - 150' COIL. REPLACE TRIVIEW

WARNING MARKER WITH TRIVIEW LOCATE PEDESTAL ALONG WITH GROUND

ROD AND #6 GROUND WIRE. 2 #12 TRACER WIRE 50' COILS FOR SPLICER

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

WEST DELAWARE

HIGH SCHOOL

INTERIOR ROUTE,

SEE SHEET 6

WATER AND GAS MAIN RUNS PARALLEL TO N NEW

ST. IN NORTH ROW. USE CAUTION WHEN BORING IN

THIS AREA

5 PULL NEW LINK 0122 36 F/A SM THROUGH PLUGGED

HDPE CONDUIT LEADING TO WDHS DATA ROOM

ICN 0+00

EX-HH1

(NOTE 1)

6' FROM SW

19' FROM BOC

9' FROM SW

8' F

R O

M S

W

5+

6+

7+008+009+0010+0011+00

E UNION ST

N E

W S

T

ICN Sta. 6+17.81

ICN Sta. 6+42.11

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 8

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

M

AT

C H

L

IN

E

SE

E

SH

EE

T

HH2 - ICN STA. 6+42

LOOKING NORTH

ICN STA. 7+00

LOOKING WEST

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH1 0+00 HH2 6+42 642

HH2 6+42 HH3 18+43 1201

TOTAL 1843

MATCH LINE SEE SHEET 7

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

5' FROM SW

19' FROM EOC

' F

R O

M S

W

9' F

R O

M E

O C

2'

1201'

ICN STA. 6+42 INSTALL PROPOSED

24"x36"x36" ICN HANDHOLE - HH2. 100'

SLACK COIL 36 F/A SM.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

ICN 6+42

HH2

(NOTE 2)

ICN STA. 7+00

LOOKING EAST

' F

R O

M S

W

9' F

R O

M E

O C

11+0012+0013+0014+0015+00

E UNION ST

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

5025 100

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH2 6+42 HH3 18+43 1201

TOTAL 1201

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 9

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

M

AT

C H

L

IN

E

SE

E

SH

EE

T

ICN STA. 11+00

LOOKING WEST

M

AT

C H

L

IN

E

SE

E

SH

EE

T

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

9' FR

O

M

BO

C

21' FR

O

M

SW

1201'

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

WATER AND GAS MAINS RUN PARALLEL TO E. UNION

ST. IN NORTH ROW. USE CAUTION WHEN BORING IN

THIS AREA

9' FR

O

M

BO

C

21' FR

O

M

SW

16+0017+0018+0019+0020+00

E UNION ST E UNION ST

N F

R A

N K

LI

N

S T

0+

IO

W A

D O

T

1+

IO

W

A D

O T

IOWA DOT Sta.

470+33

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 10

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

M

AT

C H

L

IN

E

SE

E

SH

EE

T

ICN STA. 17+00

LOOKING WEST

HH3 - ICN STA. 18+43

LOOKING WEST

HH3 - ICN STA. 18+43

LOOKING EAST

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH2 6+42 HH3 18+43 1201

HH3 18+43 HH4 29+41 1098

TOTAL 2299

M

AT

C H

L

IN

E

SE

E

SH

EE

T

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

21' FR

O

M

SW

9' FR

O

M

EO

C

1201'1098' 13

ICN STA. 18+43 INSTALL PROPOSED

24"x36"x36" ICN HANDHOLE - HH3. 100'

SLACK COIL 36 F/A SM.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

PULL NEW LINK 0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

ICN 18+43

HH3

(NOTE 2)

WATER AND GAS MAINS RUN PARALLEL TO E. UNION

ST. IN NORTH ROW. USE CAUTION WHEN BORING IN

THIS AREA

21' FR

O

M

SW

9' FR

O

M

EO

21+0022+0023+0024+0025+00

E UNION ST

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 11

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

M

AT

C H

L

IN

E

SE

E

SH

EE

T

ICN STA. 23+50

LOOKING WEST

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH3 18+43 HH4 29+41 1098

TOTAL 1098

M

AT

C H

L

IN

E

SE

E

SH

EE

T

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

' F

R O

M S

W

9' F

R O

M E

O C

1098' 1

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

WATER AND GAS MAINS RUN PARALLEL TO E. UNION

ST. IN NORTH ROW. USE CAUTION WHEN BORING IN

THIS AREA

3 SHALLOW WATER SERVICE LOCATED AROUND STATION

21+00 HEADING NORTH INTO PARK. CONTRACTOR TO USE

CAUTION WHEN BORING IN THIS AREA

' F

R O

M S

W

9' F

R O

M E

26+0027+0028+00 29+00

+0

E UNION ST

N R

IV

E

R S

T

ICN Sta. 29+41.12

ICN Sta. 29+01.39

ICN Sta. 28+49.77

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 12

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

MATCH LINE SEE SHEET 13

ICN STA. 28+75

LOOKING EAST

ICN STA. 28+75

LOOKING WEST

HH5 - IN STA. 29+41

LOOKING SOUTH

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH3 18+43 HH4 29+41 1098

HH4 29+41 HH5 41+09 1168

TOTAL 2266

M

AT

C H

L

IN

E

SE

E

SH

EE

T

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

1098'

ICN STA. 29+41 INSTALL PROPOSED

24"x36"x36" ICN HANDHOLE - HH4. 100'

SLACK COIL 36 F/A SM.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

PULL NEW LINK 0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

ICN 29+41

HH4

(NOTE 2)

WATER AND GAS MAINS RUN PARALLEL TO E. UNION

ST. IN NORTH ROW. USE CAUTION WHEN BORING IN

THIS AREA

9' FR

O

M

EO

C

21' FR

O M

SW

8' FR

O

M

EO

C

5' FR

O M

SW

9' FR

O

M

EO

C

21' FR

O M

9' FROM EOC

31+0032+0033+0034+0035+00

N RIVER ST

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 13

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

M

AT

C H

L

IN

E

SE

E

SH

EE

T

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH4 29+41 HH4 41+09 1168

TOTAL 1168

M

AT

C H

L

IN

E

SE

E

SH

EE

T

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

1168'

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

9' F

R O

M E

O C

' F

R O

M S

W

9' F

R O

M E

O C

' F

R O

M S

36+0037+0038+0039+0040+00

N RIVER ST

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 14

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

M

AT

C H

L

IN

E

SE

E

SH

EE

T

M

AT

C H

L

IN

E

SE

E

SH

EE

T

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W 9'

F R

O M

E O

C 85' FR

O

M

SW

1168'

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH4 29+41 HH5 41+09 1168

TOTAL 1168

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

9' FR

O

M

EO

C

96' FR

O

41+00

+0

N RIVER ST

5+

IO

W A

D O

T

6+

IO

W

A D

O T

W M

A

IN

S T

(IO

W

A H

IG

H

W A

Y 13)

ICN Sta. 41+45.46

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 15

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

MATCH LINE SEE SHEET 16

ICN STA. 41+46

LOOKING NORTH

HH6 - ICN STA. 41+09

LOOKING WEST

M

AT

C H

L

IN

E

SE

E

SH

EE

T

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

241' FROM EOC

9' F

R O

M E

O C

1167'

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH4 29+41 HH5 41+09 1168

HH5 41+09 HH6 53+98 1289

TOTAL 2457

ICN STA. 41+09 INSTALL PROPOSED

24"x36"x36" ICN HANDHOLE - HH5. 100'

SLACK COIL 36 F/A SM.

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

ICN 41+09

HH5

(NOTE 2)

107' FROM DRIVE

43+00

44+00

45+0046+0047+00

440+00

IOWA DOT

441+00

IOWA DOT

442+00

IOWA DOT

443+00

IOWA DOT

444+00

IOWA DOT

W MAIN ST

(IOWA HIGHWAY 13)

ICN Sta. 42+87.34

ICN Sta. 44+64.88

IOWA DOT Sta.

442+80

* LENGTH DOES NOT INCLUDE SLACKCOILS

79' FR

O

M

GRAPHIC SCALE

10050 200

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 16

' F

R O

M R

O W

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

M

AT

C H

L

IN

E

SE

E

SH

EE

T

ICN STA. 42+75

LOOKING EAST LOOKING WEST

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

1289'

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH5 41+09 HH6 53+98 1289

TOTAL 1289

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

M

AT

C H

L

IN

E

SE

E

SH

EE

T

ICN STA. 45+50

LOOKING WEST

ICN STA. 44+65

LOOKING EAST

ICN STA. 45+50

BEGIN/END RIVER BORE AT BORE PIT.

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" SDR-11 CONDUIT.

MAINTAIN AT LEAST 10' BELOW RIVER

BED. SEE SHEET 18 FOR DETAILS

ICN 44+65

BORE PIT

(NOTE 2)

8' F

R O

M W

AL

L

2'

F R

O M

S W

79' FROM WALL

4 INSTALLATION PROPOSED BETWEEN HH5 AND

MAQUOKETA RIVER IS IN CITY OF MANCHESTER

OWNED PROPERTY

48+0049+0050+0051+0052+00

435+00

IOWA DOT

436+00

IOWA DOT

437+00

IOWA DOT

438+00

IOWA DOT

439+00

IOWA DOT

W MAIN ST

(IOWA HIGHWAY 13)

ICN Sta. 51+55.86

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 17

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

M

AT

C H

L

IN

E

SE

E

SH

EE

T

ICN STA. 50+00

LOOKING EAST

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

' F

R O

M E

O C

4' F

R O

M S

W 1289'

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH5 41+09 HH6 53+98 1289

TOTAL 1289

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

M

AT

C H

L

IN

E

SE

E

SH

EE

T

16 2 BEGIN/END RIVER BORE AT BORE PIT.

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" SDR-11 CONDUIT.

MAINTAIN AT LEAST 10' BELOW RIVER

BED. SEE SHEET 18 FOR DETAILS

ICN 51+56

BORE PIT

(NOTE 2)

ICN STA. 52+60

LOOKING EAST

79' FR

O

M

81' FR

O

M

' F

R O

M R

O W

M

AR

KE

R

23' FROM SW

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 18

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

EXISTING

GRADE

EXISTING

GRADE

ICN 51+56

BORE PIT

(NOTE 2 ON SHEET 17) ICN 44+65

BORE PIT

(NOTE 2 ON SHEET 16)

ICN 51+56

BORE PIT

(NOTE 2 ON SHEET 17)

ICN 44+65

BORE PIT

(NOTE 2 ON SHEET 16)

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW PROPOSED 1289

FEET OF LINEAR BORE 1-2" SDR-11

CONDUIT. MAINTAIN AT LEAST 10'

BELOW RIVER BED.

SEE SHEET 19 FOR IOWA DOT

ORIGINAL SOIL BORINGS AND

DEPTHS

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 19 SOIL BORE

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

EXISTING

GRADE

EXISTING

GRADE

ICN 51+56

BORE PIT

(NOTE 2 ON SHEET 17)

ICN 51+56

BORE PIT

(NOTE 2 ON SHEET 17)

ICN 44+65

BORE PIT

(NOTE 2 ON SHEET 16)

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW PROPOSED 1289

FEET OF LINEAR BORE 1-2" SDR-11

CONDUIT. MAINTAIN AT LEAST 10'

BELOW RIVER BED.

53+0054+0055+0056+0057+00

430+00

IOWA DOT

431+00

IOWA DOT

432+00

IOWA DOT

433+00

IOWA DOT

434+00

IOWA DOT

W MAIN ST

(IOWA HIGHWAY 13)

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 20

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

M

AT

C H

L

IN

E

SE

E

SH

EE

T

LOOKING WEST LOOKING EAST LOOKING NORTH

WATER MAIN RUNS PARALLEL TO W. MAIN ST. IN

NORTH ROW. USE CAUTION WHEN BORING IN THIS

AREA

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

' F

R O

M E

O C

2' F

R O

M S

W

742' 1289'

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH5 41+09 HH6 53+98 1289

HH6 53+98 HH7 61+40 742

TOTAL 2031

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

ICN 53+98

HH6

(NOTE 2)

HH6 - ICN STA. 53+98

2 ICN STA. 53+98 REMOVE AND REPLACE EXISTING ICN

HANDHOLE WITH 30X48X36 HANDHOLE HH6, SPLICE CASE

MS7035-A. NEW LINK 0122 - 36 F/A SM - 150' COIL FOR

FUTURE SPLICE. REPLACE EXISTING LOCATE FACILITEIES

WITH TRIVIEW LOCATE PEDESTAL ALONG WITH GROUND

ROD AND #6 GROUND WIRE. 4-#12 TRACER WIRE 50' COILS

M

AT

C H

L

IN

E

SE

E

SH

EE

T

6 EXISTING ICN LINK 7006. CONTRACTOR TO PROTECT

EXISTING ICN FACILITIES.

HH6 - ICN STA. 53+98 HH6 - ICN STA. 53+98

7 EXISTING UPN TIE CABLE IN EXISTING HANDHOLE.

CONTRACTOR TO PROTECT EXISTING UPN

FACILITIES.

82' FR

O

M

83' FR

O

M

' F

R O

M E

O C

2' F

R O

M S

W

25' FR

O

M

EO

C

4' FR

O M

SW

tflickinger Text Box

NNS124727

58+0059+0060+0061+0062+00

N

8T H

S T

425+00

IOWA DOT

426+00

IOWA DOT

427+00

IOWA DOT

428+00

IOWA DOT

429+00

IOWA DOT

W MAIN ST

(IOWA HIGHWAY 13)

ICN Sta. 62+72.88

ICN Sta. 62+33.19

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 21

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

M

AT

C H

L

IN

E

SE

E

SH

EE

T

ICN STA. 60+25

LOOKING WEST

HH7 - ICN STA. 61+40

LOOKING EAST

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH6 53+98 HH7 61+40 742

HH7 61+40 HH8 68+06 666

TOTAL 1408

M

AT

C H

L

IN

E

SE

E

SH

EE

T

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

24' FR

O

M

EO

C

742'666'

ICN STA. 61+40 INSTALL PROPOSED

24"x36"x36" ICN HANDHOLE - HH7. 150'

SLACK COIL 36 F/A SM.

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

ICN 61+40

HH7

(NOTE 2)

WATER MAIN RUNS PARALLEL TO W. MAIN ST. IN

NORTH ROW. USE CAUTION WHEN BORING IN THIS

AREA

ICN STA. 62+00

LOOKING EAST

80' FR

O

M

80' FR

O

M

72' FR

O

M

7' F

R O

M E

O C

85' FR

O

M

63+0064+0065+0066+0067+00

420+00

IOWA DOT

421+00

IOWA DOT

422+00

IOWA DOT

423+00

IOWA DOT

424+00

IOWA DOT

425+00

IOWA DOT

W MAIN ST

(IOWA HIGHWAY 13)

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 22

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

M

AT

C H

L

IN

E

SE

E

SH

EE

T

ICN STA. 62+50

LOOKING WEST

M

AT

C H

L

IN

E

SE

E

SH

EE

T

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

666'

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH7 61+40 HH8 68+06 638

TOTAL 638

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

1 PULL NEW LINK-0122 - 36 F/A SM

THROUGH NEW 1-2" HDPE CONDUIT. 42"

MINIMUM BELOW GRADE.

165' FR

O

M

137' FR

O

M

' F

R O

M R

O W

' F

R O

M E

O C

' F

R O

M R

O W

' F

R O

M E

O

C 32' FR

O M

R O

W

82' FR

O

M

EO

C

3 HIGHWAY 13 EDGE OF PAVEMENT AND DOT ROW

ARE NOT PARALLEL

68+0069+0070+0071+0072+0073+00

415+00

IOWA DOT

416+00

IOWA DOT

417+00

IOWA DOT

418+00

IOWA DOT

419+00

IOWA DOT

W MAIN ST

(IOWA HIGHWAY 13)

ICN Sta. 72+73.88

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

60% REVIEW

FOR PERMIT REVIEW

FOR FINAL PERMIT REVIEW

05/19/2023

07/06/2023

07/12/2023

PLAN SHEET 23

NOTE: RUNNING LINE TO BE ADJUSTED

PER UTILITY LOCATES. CONTACT THE

ICN AND MANCHESTER PUBLIC WORKS

TO ADJUST RUNNING LINE.

M

AT

C H

L

IN

E

SE

E

SH

EE

T

HH8 - ICN STA. 68+06

LOOKING EAST LOOKING SOUTH LOOKING WEST

M

AT

C H

L

IN

E

SE

E

SH

EE

T

DELAWARE COUNTY

DELAWARE TOWNSHIP

T89-N R-05W

2105'

666'

LISTING OF…