23-070_28230101 Manchester Hwy 13 Reloc Constr Permit Plan Set-part1.pdf

LOCATION MAP

IOWA COMMUNICATIONS NETWORK

MANCHESTER IOWA DOT HWY 13 RELOCATION

FIBER INSTALLATION

DELAWARE COUNTY, MANCHESTER, IOWA

ALONG HWY 13 FROM 189TH ST TO 400TH 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

5-36

PLAN SHEETS

ENGINEER GENERAL NOTES AND LEGEND

CROSS SECTIONS37-93

SCOPE OF WORK:

THE ICN IS RELOCATING ALONG HWY 13 FROM

FIREFLY RD TO HWY 3 IN MANCHESTER, IA. IT WILL

INVOLVE APPROXIMATELY 8471' OF NEW CABLE

INSTALLATION IN NEW 1

" CONDUIT AND 38265' OF

NEW CABLE INSTALLATION DIRECT BURY.

CONTRACTOR IS REQUIRED TO COORDINATE WITH

ICN ON THE CUT OVER OF EXISTING CABLES FOR

LINK 0106-8fA 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

ALLIANT ENERGY (ANE)

COMPANY

MEDIACOM (AT6)

IOWA REGIONAL UTILITY ASSOC (CIW3)

IOWA COMMUNICATIONS NETWORK (ICN)

MAQUOKETA VALLEY RURAL ELECTRI (MQV)

MAQUOKETA VALLEY ELECTRIC COOP (MVLINK)

BLACK HILL ENGY MANCHESTER (PN9)

IOWA DEPARTMENT OF TRANSPORTAT (W13)

FIELD ENGINEER

CONTACT NAME

BRIAN KADNER

SANDY SPANGENBURG

DOUG EBELSHEISER

NIK SCHULTE

NIK SCHULTE

BRIAN MCWILLIAMS

DOUG LICKTEIG

(800) 255-4268

PHONE

(845) 544-9656

(319) 824-5920

(515) 725-4742

(319) 820-0266

(319) 820-0266

(563) 927-1017

(319) 432-2370

LOCATEIPL@ALLIANTENERGY.COM

PHONE

BKADNER@MEDIACOMCC.COM

CIWAGC@GCMUNI.NET

DOUGEBELSHEISER@ICN.STATE.IA.US

NSCHULTE@MVEC.COM

NSCHULTE@MVEC.COM

BRIAN.MCWILLIAMS@BLACKHILLSCORP.COM

DOUGLAS.LICKTEIG@DOT.IOWA.GOV

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

09/25/2023

10/12/2023

10/24/2023

TITLE SHEET

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

NOTE:

TELECOM MINIMUM DEPTH IS 48" WHEN CROSSING

ROADS.

DETAIL SHEETS94-101

1. IOWA DOT CONSTRUCTION PLAN INCLUDED BY REFERENCE: NHSX-013-2(42)--3H-28

2. ROCK IS ANTICIPATED ON THIS PROJECT FOR TWO SEGMENTS WHICH SHOULD BE

INCLUDED IN THE CONTRACTOR'S QUOTE. IF ADDITIONAL ROCK IS DISCOVERED,

ICN SHOULD IMMEDIATELY BE NOTIFIED OF THE LOCATION AND EXTENT OF ROCK.

IT WILL ONLY BE CONSIDERED A ROCK BORE PER THE FOLLOWING DEFINITION:

DEFINED BY ICN WHERE AN ALL-TERRAIN HORIZONTAL DIRECTIONAL DRILLING

MACHINE WITH DUAL DRILL PIPE, BITS, HOUSINGS, AND BACK-REAMERS, DESIGNED

SPECIFICALLY FOR ROCK APPLICATIONS ARE REQUIRED TO COMPLETE THE

BORING OPERATION. EXPERIENCE OPERATORS ARE ALSO REQUIRED. THE ICN

EXPECTS THAT THE BIDDER OWNS AND IS ABLE TO OPERATE THE DESCRIBED

EQUIPMENT. PRE-RIPPING ROCK ON PLOWABLE SEGMENTS WILL BE ALLOWED

ALONG WITH THE INSTALLATION OF CONDUIT ON THE SEGMENT INVOLVED.

3. CONTRACTOR TO PROVIDE FIELD SURVEY OF IOWA DOT ROW TO ASSURE

OFFSETS ARE MAINTAINED AND NEW RUNNING LINE IS WITHIN DOT ROW. CONTACT

AND COORDINATE WITH DOT FOR THE STAKING OF ROW TRANSITION POINTS.

4. IOWA DOT CLEARING AND GRUBBING PROJECT NHSN-013-2(048)--2R-28 IS

SCHEDULED TO BE COMPLETED BY SPRING 2024; PLANS INCLUDED BY

REFERENCE. COORDINATE WITH DOT ON CLEARING AND GRUBBING ACTIVITIES

AND ANY FENCE REMOVALS REQUIRED FOR ACCESS. DOT IS ACQUIRING

ADDITIONAL ROW.

5. IOWA DOT PROJECT LETTING AS OF JUNE 2023 IS 3/19/24 WITH THE CONTRACTOR

START DATE OF 7-1-24, ALLOWING TIME FOR UTILITY RELOCATIONS. ICN NEEDS TO

BE RELOCATED PRIOR TO 7-1-24.

6. CONTRACTOR SHALL PROVIDE MATERIAL SUBMITTALS FOR APPROVAL FOR THE

HANDHOLES AND FIBER OPTIC CABLE PRIOR TO ORDERING.

PROJECT NOTES

400 EAST 14TH STREET

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

12 SM

ARMORED

FIBER COIL

HH1 24" X 36" X 36" HWY 13 0+00 75

HH2 24" X 36" X 36" HWY 13 18+00 100

HH3 24" X 36" X 36" HWY 13 154+46 150

HH4 24" X 36" X 36" HWY 13 182+65 100

HH5 24" X 36" X 36" HWY 13 191+22 100

HH6 24" X 36" X 36" HWY 13 314+10 150

HH7 24" X 36" X 36" HWY 13 467+37 75

TOTAL 750

LISTING ROUTE OVERVIEW & FIBER WORK

SEGMENT FROM TO PLOW

BORE (1 1/4"

CONDUIT)

12 SM ARMORED

FIBER,

UNDERGROUND

1 HH1 HH2 1800 1800

2 HH2 ICN STA. 32+64 1464 1464

3 ICN STA. 32+64 ICN STA. 37+21 457 457

4 ICN STA. 37+21 ICN STA. 45+13 792 792

5 ICN STA. 45+13 ICN STA. 47+00 187 187

6 ICN STA. 47+00 ICN STA. 52+96 596 596

7 ICN STA. 52+96 ICN STA. 57+65 469 469

8 ICN STA. 57+65 ICN STA. 94+61 3696 3696

9 ICN STA. 94+61 ICN STA. 95+97 136 136

10 ICN STA. 95+97 ICN STA. 130+33 3436 3436

11 ICN STA. 130+33 ICN STA. 132+33 200 200

12 ICN STA. 132+33 HH3 2213 2213

13 HH3 ICN STA. 164+97 1051 1051

14 ICN STA. 164+97 ICN STA. 167+71 274 274

15 ICN STA. 167+71 HH4 1493 1493

16* HH4 HH5 857 857

17 HH5 ICN STA. 200+25 903 903

18 ICN STA. 200+25 ICN STA. 201+75 150 150

19 ICN STA. 201+75 ICN STA. 211+15 940 940

20 ICN STA. 211+15 ICN STA. 212+75 160 160

21 ICN STA. 212+75 ICN STA. 229+98 1723 1723

22 ICN STA. 229+98 ICN STA. 231+19 121 121

23 ICN STA. 231+19 ICN STA. 259+15 2796 2796

24 ICN STA. 259+15 ICN STA. 265+69 654 654

25 ICN STA. 265+69 ICN STA. 272+56 687 687

26 ICN STA. 272+56 ICN STA. 278+37 581 581

27 ICN STA. 278+37 ICN STA. 302+59 2422 2422

28 ICN STA. 302+59 ICN STA. 306+20 361 361

29 ICN STA. 306+20 HH6 790 790

30 HH6 ICN STA. 318+25 415 415

31 ICN STA. 318+25 ICN STA. 320+00 175 175

32 ICN STA. 320+00 ICN STA. 325+47 547 547

33 ICN STA. 325+47 ICN STA. 329+70 423 423

34** ICN STA. 329+70 ICN STA. 376+73 4703 4703

35 ICN STA 376+73 ICN STA. 380+78 405 405

36 ICN STA. 380+78 ICN STA. 391+00 1022 1022

37 ICN STA. 391+00 ICN STA. 394+28 328 328

38 ICN STA. 394+28 ICN STA. 424+50 3022 3022

39 ICN STA. 424+50 ICN STA. 426+00 150 150

40 ICN STA. 426+00 ICN STA. 461+54 3554 3554

41 ICN STA. 461+54 HH7 583 583

TOTAL 38265 8471 46736

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 7

3 1.25" CONDUIT BORED LF 7614

4 1.25" CONDUIT ROCK BORE LF 857

5 DIRECT BURY CABLE LF 38265

48 SM ARMORED FIBER (TOTAL)

LF 47286

48 SM ARMORED FIBER (RUNNING LINE)

LF 46736

48 SM ARMORED FIBER (COIL)

LF 550

9 TYCO 450B SPLICE ENCLOSURE EA 4

10 CONSTRUCTION ROW SURVEY LS 1

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 ROUTING ONLY AND DOES NOT INCLUDE ANY COILS OR SLACK FOR FIBER CABLES, TRACER WIRE, PULL ROPE, ETC. CONTRACTOR SHALL VERIFY NECESSARY QUANTITIES INCLUDING COILS.

*ROCK BORE

**POTENTIAL 25' OF ROCK BORE

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

LOCATE FACILITIES TRIVIEW TEST STATION EA 4

LOCATE FACILTIES TRIVIEW LOCATE WARNING MARKER EA 43

LOCATE FACILTIIES ICN SNAP AROUND EA 10

SPLICE CLOSURE *450A SPLICE CLOSURE EA 4

SPLICE TRAY *A TRAY 12-POS EA 4

SHIELD BOND

CONNECTOR

*SHIELD BOND CONNECTOR EA 8

SEALING KIT *FOSC CLOSURE SEALING KIT EA 4

CONTRACTOR SUPPLIED MATERIALS

CATEGORY ITEM DESCRIPTION UNIT QTY

DUCT 1.25" ORANGE HDPE DUCT LFT 8471

FIBER CABLE 12F ARMORED SM CABLE** LFT

49,800

HANDHOLES 24X36X36 TIER 15 HH W/LID EA 7

LOCATE FACILITIES 6 AWG BARE SOLID COPPER GROUND WIRE LFT 40

LOCATE FACILITIES 12 AWG HDPE ORANGE SOLID COPPER WIRE LFT 400

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

LOCATE FACILTIIES 1/2" GROUND ROD CLAMP EA 4

NOTE:

1. CONDUIT AND CABLE LENGTHS PROVIDED IN THE "LISTING OF CONDUIT & FIBER WORK" TABLE (AND ANY

OTHER TABLES), ARE ONLY LINEAR CONDUIT LENGTHS. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY TRUE CONDUIT LENGTHS AND REQUIRED CABLE LENGTH REQUIREMENTS, INCLUDING ANY SLACK COILS.

2. CONDUIT AND CABLE LENGTHS SHOWN ON PLANS ARE LINEAR MEASUREMENTS ONLY AND DO NOT ACCOUNT

FOR VERTICAL GRADE CHANGES.

3. HH3 AND HH6 LOCATIONS BASED ON END OF CABLE REEL SPLICE LOCATIONS BASED ON 15,000' TO 20,000' CABLE REELS. LOCATIONS MAY BE ADJUSTED UPON APPROVAL OF ICN BASED ON REEL SIZES CONTRACTOR

SUPPLIES.

**CABLE LENGTH BASED ON LINEAR ROUTE +5% OVERAGE + COILS. CONTRACTOR TO CONFIRM

LISTING CONDUIT AND FIBER WORK

RUN FROM TO PLOW

BORE (1 1/4"

CONDUIT)

12 SM ARMORED

FIBER,

UNDERGROUND

1 HH1 HH2 0 1800 1800

2 HH2 HH3 12197 1449 13646

3 HH3 HH4 2544 274 2818

4* HH4 HH5 0 857 857

5 HH5 HH6 10261 2027 12288

6** HH6 HH7 13263 2064 15327

TOTAL 38265 8471 46736

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

*ROCK BORE

**POTENTIAL 25' OF ROCK BORE

LEGEND

FO FO

OH OH

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.

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

OVERALL SHEET LAYOUT

SHEET 6

M A

T C

H

L I N

E

A

A

S

E

B

L O

W

M A

T C

H

L I N

E

A

O

V E

M A

T C

H

L I N

E

B

L O

W

M A

T C

H

L I N

E

B

O

V E

SHEET 7

SHEET 8

SHEET 9

SHEET 10 SHEET 11

SHEET 13 SHEET 14

SHEET 15

S

H

E

T

SHEET 16

SHEET 17

SHEET 18

SHEET 19

SHEET 20 SHEET 21

SHEET 22

SHEET 23

SHEET 24

SHEET 25 SHEET 26

SHEET 27

SHEET 28 SHEET 29

SHEET 30

SHEET 31

SHEET 32

SHEET 33

SHEET 34

SHEET 35

SHEET 36

G

G

G

G

G

G

G

G

0+

1+

3+

4+

5+

6+

10+

11+00

12+00

13+00

ICN Sta. 7+79.88

ICN Sta. 7+09.92

ICN Sta. 6+79.79 1055+

IO

W

A D

O T

1060+

IO

W

A D

O T

1065+

IO

W

A D

O T

IOWA DOT

1062+59

I C

N

M

K R

A

I C

N

M

A

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

DELAWARE COUNTY

DELAWARE TOWNSHIP

T-89N R-5W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH1 0+00 HH2 18+00 1800

TOTAL 1800

M A

T C

H

L

I N

E

S

H E

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

PLAN SHEET

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

PULL NEW LINK 0106 12 F/A SM THROUGH NEW 1

" HDPE

CONDUIT VIA BORE.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

EXPOSE 75' OF EXISTING ICN DIRECT BURIED FIBER

CABLE LINK 0106-8fA FROM HH1 TO THE NORTH FOR THE

CUTOVER

1800'

H W

Y

ICN 0+00/

DOT 1053+01

HH1

(NOTE 2)

ICN STA. 0+00/ DOT STA. 1053+01 PROPOSED 24"x36"x36"

ICN HANDHOLE - HH1. PLACE OVER EXISTING ICN

DIRECT BURIED CABLE LINK 0106-8fA - PROTECT WITH

SPLIT CONDUIT UNDERNEATH NEW HH. NEW LINK 0106

12 F/A SM 75' COIL FOR SPLICE LSXXX - TYCO 450A.

INSTALL LOCATE PEDESTAL NEXT TO HH AND STUB

DUCT FROM BASE OF PEDESTAL TO BOTTOM OF HH.

EXISTING ICN LINK 0106-8fA. PROTECT IN PLACE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

LOOKING WEST LOOKING WEST

LOOKING WEST

LOOKING WEST

HH1 - ICN STA. 0+00 ICN STA. 7+50

ICN STA. 9+50

ICN STA. 10+00

SEE CROSS SECTIONS

DOT 1058+50 TO 1059+17

LABELED A, B, AND C

ON SHEET 37

SEE CROSS SECTIONS

DOT 1062+00 TO 1063+00

LABELED D, E, AND F

ON SHEET 38

F I R

E F

L Y

D

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

INSTALL MARKER POST AT EACH HANDOLE LOCATION,

EVERY 1,500', OR ON EITHER SIDE OF ROAD CROSSING

AT ROW. SEE PROPOSED LOCATIONS "ICN MKR".

G

G

G

G

G

G

G

G

G

13+00

14+00

21+00

22+00

23+00

27+00

28+00

ICN Sta. 26+02.23

ICN Sta. 23+51.92

ICN Sta. 20+01.86

ICN Sta. 14+79.63

ICN Sta. 14+45.35

ICN Sta. 13+98.69

ICN Sta. 13+67.11

1070+

IO

W

A D

O T

1075+

IO

W

A D

O T

1080+

IO

W

A D

O T

IOWA DOT

1070+21

I C

N

M

A

I C

N

M

A

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

DELAWARE COUNTY

DELAWARE TOWNSHIP

T-89N R-5W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH1 0+00 HH2 18+00 1800

HH2 18+00 HH3 154+46 13646

TOTAL 15446

M A

T C

H

L

I N

E

S

E

M A

T C

H

L

I N

E

S

E

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

NEW LINK 0106 12 F/A DIRECT BURIED VIA PLOW.

CONTRACTOR MAY CONVENIENCE BORE AT COST OF

PLOW.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

PULL NEW LINK 0106 12 F/A THROUGH NEW 1

" HDPE

CONDUIT VIA BORE.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

EXISTING ICN LINK 0106-8fA. PROTECT IN PLACE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

1464'

H W

Y 1

T

H

S

T

1800'

ICN STA. 18+00/ DOT STA. 1071+00 INSTALL PROPOSED

24"x36"x36" ICN HANDHOLE - HH2. LINK 0106 100' SLACK

COIL 12 F/A.

LOOKING WEST LOOKING WEST

LOOKING WEST

LOOKING WEST

HH2 - ICN STA. 18+00

ICN STA. 17+00

ICN STA. 14+50 ICN STA. 15+00

SEE CROSS SECTIONS

DOT 1066+50 TO 1067+84

LABELED G, H, I, AND J

ON SHEETS 39 AND 40

SEE CROSS SECTIONS

DOT 1069+00 TO 1071+00

LABELED K, L, M, N, AND O

ON SHEETS 40 AND 41

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

INSTALL MARKER POST AT EACH HANDOLE LOCATION,

EVERY 1,500', OR ON EITHER SIDE OF ROAD CROSSING

AT ROW. SEE PROPOSED LOCATIONS "ICN MKR".

ICN 18+00/

DOT 1071+00

HH2

(NOTE 3)

29+00

30+00

31+

33+

43+00

ICN Sta. 42+11.71

ICN Sta. 41+35.94

ICN Sta. 37+21.45

ICN Sta. 35+89.52

ICN Sta. 33+44.70

ICN Sta. 33+03.66

ICN Sta. 32+63.69

ICN Sta. 31+51.90

1085+

IO

W

A D

O T

1090+

IO

W

A D

O T

1095+

IO

W

A D

O T

I C

N

M

A

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

DELAWARE COUNTY

DELAWARE TOWNSHIP

T-89N R-5W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH2 18+00 HH3 154+46 13646

TOTAL 13646

M A

T C

H

L

I N

E

S

E

A

T C

H

L

I N

E

S

E

X

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

NEW LINK 0106 12 F/A DIRECT BURIED VIA PLOW.

CONTRACTOR MAY CONVENIENCE BORE AT COST OF

PLOW.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

PULL NEW LINK 0106 12 F/A THROUGH NEW 1

" HDPE

CONDUIT VIA BORE.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

EXISTING ICN LINK 0106-8fA. PROTECT IN PLACE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

792'

H W

Y

LOOKING SOUTHLOOKING NORTH

ICN STA. 32+64 ICN STA. 37+21

SEE CROSS SECTIONS

DOT 1086+71 TO 1088+11

LABELED P, Q, R, S, AND T

ON SHEETS 42 AND 43

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

R

O W

F

R O

M

R

O W

INSTALL MARKER POST AT EACH HANDOLE

LOCATION, EVERY 1,500', OR ON EITHER SIDE OF

ROAD CROSSING AT ROW. SEE PROPOSED

LOCATIONS "ICN MKR".

1464'

44+00

45+00

46+00 47+00

48+00 49+00 50+00 51+00

53+00

54+00

55+00

56+00

57+00

58+00

ICN Sta. 52+96.40

ICN Sta. 51+17.66

ICN Sta. 45+13.30

1100+00

IOWA DOT

1105+00

IOWA DOT

1110+00

IOWA DOT

IOWA DOT

1099+25

ICN STA. 57+65

I C

N

M

A

I C

N

M

A

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

DELAWARE COUNTY

DELAWARE TOWNSHIP

T-89N R-5W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH2 18+00 HH3 154+46 13646

TOTAL 13646

M A

T C

H

L

I N

E

S

E

M A

T C

H

L

I N

E

S

E

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

NEW LINK 0106 12 F/A DIRECT BURIED VIA PLOW.

CONTRACTOR MAY CONVENIENCE BORE AT COST OF

PLOW.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

PULL NEW LINK 0106 12 F/A THROUGH NEW 1

" HDPE

CONDUIT VIA BORE.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

EXISTING ICN LINK 0106-8fA. PROTECT IN PLACE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

469'

HWY 13

T

H

S

T

ICN STA. 53+00

ICN STA. 58+50 ICN STA. 46+50

LOOKING NORTHWEST

LOOKING SOUTH LOOKING NORTH

ICN STA. 56+50

LOOKING WEST

SEE CROSS SECTIONS

DOT 1098+50 TO 1100+00

LABELED U, V, W, X, AND Y

ON SHEETS 43-45

SEE CROSS SECTIONS

DOT 1105+50 TO 1107+08

LABELED Z, AA, AB, AC, AND AD

ON SHEETS 45 AND 46

SEE CROSS SECTIONS

DOT 1109+00 TO 1111+50 LABELED

AE, AF, AG, AH, AI, AJ, AND AK

ON SHEETS 47-49

INSTALL MARKER POST AT EACH HANDOLE LOCATION,

EVERY 1,500', OR ON EITHER SIDE OF ROAD CROSSING

AT ROW. SEE PROPOSED LOCATIONS "ICN MKR".

596'

3696'

792'

59+00

60+00

61+00 62+00 63+00

64+00

65+00

66+00

67+00

68+00

69+00

70+00

71+00

72+00

73+00

74+00

ICN Sta. 69+68.00

ICN Sta. 69+15.99

ICN Sta. 64+86.30

ICN Sta. 62+86.23

ICN Sta. 60+62.20

ICN Sta. 60+01.56

1115+00

IOWA DOT

1120+00

IOWA DOT

1125+00

IOWA DOT

I C

N

M

A

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

DELAWARE COUNTY

DELAWARE TOWNSHIP

T-89N R-5W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH2 18+00 HH3 154+46 13646

TOTAL 13646

M A

T C

H

L

I N

E

S

E

M A

T C

H

L

I N

E

S

E

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

NEW LINK 0106 12 F/A DIRECT BURIED VIA PLOW.

CONTRACTOR MAY CONVENIENCE BORE AT COST OF

PLOW.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

EXISTING ICN LINK 0106-8fA. PROTECT IN PLACE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

3696'

HWY 13

LOOKING SOUTH

ICN STA. 60+02

SEE CROSS SECTIONS

DOT 1112+00 TO 1113+00

LABELED AL, AM, AN, AND AO

ON SHEETS 49 AND 50

INSTALL MARKER POST AT EACH HANDOLE LOCATION, EVERY

1,500', OR ON EITHER SIDE OF ROAD CROSSING AT ROW. SEE

PROPOSED LOCATIONS "ICN MKR".

74+00

75+00

76+00

77+00

78+00

79+00

81+00

ICN Sta. 86+56.61

ICN Sta. 85+47.68

ICN Sta. 81+04.39

ICN Sta. 79+37.53

ICN Sta. 74+87.40

1130+00

IOWA DOT

I O

W

O

T

I

O

T

I C

N

M

A

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

DELAWARE COUNTY

DELAWARE TOWNSHIP

T-89N R-5W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH2 18+00 HH3 154+46 13646

TOTAL 13646

M

A

T

C

I

N

E

M A

T C

H

L

I N

E

S

E

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

F

O

M

W

P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

NEW LINK 0106 12 F/A DIRECT BURIED VIA PLOW.

CONTRACTOR MAY CONVENIENCE BORE AT COST OF

PLOW.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

EXISTING ICN LINK 0106-8fA. PROTECT IN PLACE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

3696'

HWY 13

SEE CROSS SECTION

DOT 1133+50

LABELED AP

ON SHEET 50

INSTALL MARKER POST AT EACH HANDOLE LOCATION, EVERY

1,500', OR ON EITHER SIDE OF ROAD CROSSING AT ROW. SEE

89+00 90+00

91+00

92+00

93+00

98+00

99+00

100+00

ICN Sta. 104+63.05

ICN Sta. 102+71.72

ICN Sta. 99+92.82

ICN Sta. 97+00.28

ICN Sta. 95+37.02

ICN Sta. 93+07.43

ICN Sta. 88+80.19

1145+00

IOWA DOT

1150+00

IOWA DOT

I O

T

ICN STA. 94+61

ICN STA. 95+97

I C

N

M

A

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

DELAWARE COUNTY

DELAWARE TOWNSHIP

T-89N R-5W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH2 18+00 HH3 154+46 13646

TOTAL 13646

M A

T C

H

L

I N

E

S

E

M A

T C

H

L

I N

E

S

E

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

NEW LINK 0106 12 F/A DIRECT BURIED VIA PLOW.

CONTRACTOR MAY CONVENIENCE BORE AT COST OF

PLOW.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

PULL NEW LINK 0106 12 F/A THROUGH NEW 1

" HDPE

CONDUIT VIA BORE.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

EXISTING ICN LINK 0106-8fA. PROTECT IN PLACE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

136'

HWY 13

LOOKING SOUTHEAST

ICN STA. 95+25

LOOKING NORTHWEST

ICN STA. 95+25

SEE CROSS SECTION

DOT 1149+50

LABELED AQ

ON SHEET 51

F

R

F

R

W

F

R

P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

INSTALL MARKER POST AT EACH HANDOLE LOCATION,

EVERY 1,500', OR ON EITHER SIDE OF ROAD CROSSING

AT ROW. SEE PROPOSED LOCATIONS "ICN MKR".

3696'

3436'

109+00

110+00

111+00

112+00

113+00

114+00

115+00 1

ICN Sta. 115+53.79

ICN Sta. 112+53.24

ICN Sta. 109+98.10

ICN Sta. 108+74.45

ICN Sta. 107+37.06

ICN Sta. 104+63.05

ICN Sta. 102+71.72

I

O

T

I O

T

1165+00

IOWA DOT

1170+00

IOWA DOT

I C

N

M

A

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

DELAWARE COUNTY

DELAWARE TOWNSHIP

T-89N R-5W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH2 18+00 HH3 154+46 13646

TOTAL 13646

M A

T C

H

L

I N

E

S

E

E T

M

A

T

C

I

N

E

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

O

M

W

P

NEW LINK 0106 12 F/A DIRECT BURIED VIA PLOW.

CONTRACTOR MAY CONVENIENCE BORE AT COST OF

PLOW.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

EXISTING ICN LINK 0106-8fA. PROTECT IN PLACE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

3436'

HWY 13

SEE CROSS SECTION

DOT 1166+50

LABELED AR

ON SHEET 51

INSTALL MARKER POST AT EACH HANDOLE LOCATION, EVERY

1,500', OR ON EITHER SIDE OF ROAD CROSSING AT ROW. SEE

119+00

120+00

121+00

127+00

129+00

130+00

131+00

132+00

ICN Sta. 129+14.56

ICN Sta. 127+84.80

ICN Sta. 126+89.82 ICN Sta. 123+80.10

ICN Sta. 118+91.25

1170+00

IOWA DOT

1175+00

IOWA DOT

1180+00

IOWA DOT

1185+00

IOWA DOT

IOWA DOT

1183+87

ICN STA. 130+33

ICN STA. 132+33

I C

N

M

A

I C

N

M

A

I C

N

M

A

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

DELAWARE COUNTY

DELAWARE TOWNSHIP

T-89N R-5W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH2 18+00 HH3 154+46 13646

TOTAL 13646

M A

T C

H

L

I N

E

S

E

M A

T C

H

L

I N

E

S

E

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

NEW LINK 0106 12 F/A DIRECT BURIED VIA PLOW.

CONTRACTOR MAY CONVENIENCE BORE AT COST OF

PLOW.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

PULL NEW LINK 0106 12 F/A THROUGH NEW 1

" HDPE

CONDUIT VIA BORE.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

EXISTING ICN LINK 0106-8fA. PROTECT IN PLACE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

3436'

HWY 13

T

H

S

T

LOOKING SOUTHLOOKING SOUTH

ICN STA. 132+50ICN STA. 130+75

SEE CROSS SECTIONS

DOT 1182+00 TO 1184+50

LABELED AS, AT, AU, AV, AW, AND AX

ON SHEETS 51-53

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

INSTALL MARKER POST AT EACH HANDOLE LOCATION,

EVERY 1,500', OR ON EITHER SIDE OF ROAD CROSSING

AT ROW. SEE PROPOSED LOCATIONS "ICN MKR".

200'

136+00 137+00 138+00 139+00

0 1

145+00

146+00 147+00 148+00

ICN Sta. 145+62.59

ICN Sta. 145+02.32

ICN Sta. 144+74.11

ICN Sta. 144+11.55

ICN Sta. 142+49.78

ICN Sta. 139+61.10

ICN Sta. 135+63.74

1185+00

IOWA DOT

1190+00

IOWA DOT

1195+00

IOWA DOT

1200+00

IOWA DOT

I C

N

M

A

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

DELAWARE COUNTY

DELAWARE TOWNSHIP

T-89N R-5W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH2 18+00 HH3 154+46 13646

TOTAL 13646

M A

T C

H

L

I N

E

S

E

M A

T C

H

L

I N

E

S

E

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

NEW LINK 0106 12 F/A DIRECT BURIED VIA PLOW.

CONTRACTOR MAY CONVENIENCE BORE AT COST OF

PLOW.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

EXISTING ICN LINK 0106-8fA. PROTECT IN PLACE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

2213'

HWY 13

SEE CROSS SECTIONS

DOT 1190+50 TO 1191+50

LABELED AY, AZ, AND BA

ON SHEETS 53 AND 54

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

R

O W

F

R O

M

R

O W

INSTALL MARKER POST AT EACH HANDOLE LOCATION, EVERY

1,500', OR ON EITHER SIDE OF ROAD CROSSING AT ROW. SEE

148+00 149+00 150+00 151+00 152+00

153+00

154+00

155+00 156+00

157+00

158+00

159+00

160+00 161+00

ICN Sta. 161+28.55

ICN Sta. 159+47.82

ICN Sta. 157+68.63

ICN Sta. 151+81.09

1205+00

IOWA DOT

1210+00

IOWA DOT

1215+00

IOWA DOT

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

DELAWARE COUNTY

DELAWARE TOWNSHIP

T-89N R-5W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH2 18+00 HH3 154+46 13646

HH3 154+46 HH4 182+65 2819

TOTAL 16465

M A

T C

H

L

I N

E

S

E

M A

T C

H

L

I N

E

S

E

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

1051'

HWY 13

NEW LINK 0106 12 F/A DIRECT BURIED VIA PLOW.

CONTRACTOR MAY CONVENIENCE BORE AT COST OF

PLOW.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

EXISTING ICN LINK 0106-8fA. PROTECT IN PLACE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

ICN STA. 155+64/ DOT STA. 1206+81 INSTALL PROPOSED

24"x36"x36" ICN HANDHOLE - HH3. LINK 0106 12F/A FOR

BUTT SPLICE LSXXX - TYCO 450A. END OF FIBER REELS

LOCATION: 2-75' COILS FOR SPLICING. INSTALL LOCATE

PEDESTAL NEXT TO HH AND STUB DUCT FROM BASE OF

PEDESTAL TO BOTTOM OF HH.

ICN 154+46/

DOT 1206+81

HH3

(NOTE 2)

LOOKING WEST

ICN STA. 155+64

SEE CROSS SECTION

DOT 1205+50

LABELED BB

ON SHEET 54

INSTALL MARKER POST AT EACH HANDOLE LOCATION, EVERY

1,500', OR ON EITHER SIDE OF ROAD CROSSING AT ROW. SEE

PROPOSED LOCATIONS "ICN MKR".

2213'

165+00 166+00

167+00

172+00

174+00

175+00

176+00

177+00

178+00

ICN Sta. 177+90.85

ICN Sta. 173+18.29

ICN Sta. 172+63.42

ICN Sta. 171+48.80

ICN Sta. 167+71.42

ICN Sta. 164+96.50

ICN Sta. 163+83.12

1220+00

IOWA DOT

1225+00

IOWA DOT

1230+00

IOWA DOT

I C

N

M

A

* LENGTH DOES NOT INCLUDE SLACKCOILS

GRAPHIC SCALE

10050 200

DELAWARE COUNTY

HONEY CREEK TOWNSHIP

T-90N R-5W

LISTING OF HANDHOLES

HANDHOLE STATION HANDHOLE STATION LENGTH FT

HH3 154+46 HH4 182+65 2819

TOTAL 2819

M A

T C

H

L

I N

E

S

E

M A

T C

H

L

I N

E

S

E

IOWA COMMUNICATIONS NETWORK

400 EAST 14TH STREET

GRIMES STATE OFFICE BUILDING

DES MOINES, IOWA 50319

ICN © 2021, COPY WITH PERMISSION

FOR 60% REVIEW

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

NEW LINK 0106 12 F/A DIRECT BURIED VIA PLOW.

CONTRACTOR MAY CONVENIENCE BORE AT COST OF

PLOW.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

PULL NEW LINK 0106 12 F/A THROUGH NEW 1

" HDPE

CONDUIT VIA BORE.

36" MINIMUM BELOW GRADE OR PER CROSS SECTION

CALL OUT FOR SPECIFIC DEPTHS.

EXISTING ICN LINK 0106-8fA. PROTECT IN PLACE.

OTHER UTILITY PROVIDERS IN AREA. STAY 36" CLEAR

FROM ALL EXISTING UTILITIES.

1493'

HWY 13

LOOKING WESTLOOKING NORTH

ICN STA. 168+25ICN STA. 164+50

SEE CROSS SECTIONS

DOT 1217+50 TO 1220+50

LABELED BC, BD, BE,

BF, BG, BH, BI AND BJ

ON SHEETS 55-57

F

R O

M

F

R O

M

R

O W

F

R O

M

E

O P

INSTALL MARKER POST AT EACH HANDOLE LOCATION,

EVERY 1,500', OR ON EITHER SIDE OF ROAD CROSSING

AT ROW. SEE PROPOSED LOCATIONS "ICN MKR".

274'

179+00

180+00 181+00

18…