LEGEND AND SYMBOLS - Iowa Communications Network · UNIQUE SYMBOLS FOR THIS ......

$: LEGEND AND SYMBOLS - Iowa Communications Network · UNIQUE SYMBOLS FOR THIS ... \2016\0501-1000\016-0760\40-Design\Microstation\016-0760_Grinnell College Connection\Sheets ... SPECIFICATIONS$

EXISTING PROPOSED DESCRIPTIONS

UNIQUE SYMBOLS FOR THIS PROJECT

ICN Bored Conduit

ICN Handhole

LP Locate Point

Existing Conduit

R/W

CL

P/L

EOP

EOC

C.S.W.

B.O.C.

G

STM

SS

TELE

W

TELFSSSTM

21

SPLICE-W/LOC. STATION

FIBER CHANGE (BID & CONST. ISSUE)

CASING PIPE

(GALV. IRON PIPE) G.I.P.

RIGHT-OF-WAY LINE(phantom linetype)

CENTER LINE(center linetype)

FENCE LINE

PROPERTY LINE

EDGE OF PAVEMENT

EDGE OF CONCRETE

CITY, COUNTY OR STATE BOUNDARY

BACK OF CURB

CONCRETE SIDEWALK

GAS LINE

STORM SEWER

SANITARY SEWER

TELEPHONE LINE

WATER LINE

POLE

POLE W/ANCHOR

TILE INTAKE

MILE POST MARKER

CULVERT

BRIDGE

TREE & VEGETATION

STREET SIGN

FIRE HYDRANT

STREET LIGHT

MANHOLES

LEGEND AND SYMBOLS

UNDERGROUND

ELECTRIC

ELEC

ROUTE MARKERS

(PVC OR STEEL)

R/RREMOVE & REPLACE

F/LFLOW LINE

C/RCUT & REPLACE

SUBSURFACE DRAIN TILE

DITCH LINE D/L

S TL,

UGE

BT

,

,

ICN CABLE SEQUENCE NUMBER (SEQ.#12345)

ICN MKR

12+34

)

UTILITY PEDESTAL

WATER METER

GAS METER

GAS MARKER

TELEPHONE MARKER

R/W MARKER

DRAIN

RAILROAD SIGNAL/SIGN

OVERHEAD ELEC. OHE

SECTION MARKER

EDGE OF GRAVEL EOG

R

SECTION LINE

GROUND

MAILBOX

TEMP. EASEMENT

GROUND ROD

EO

H

EO

H

MSXXX-A

---

SPLICE

---

EO

C

EO

C

---

---

#F #F

LP

12

3 4

SPLICE-NO LOC. STATION

EO

H

EO

H

MS702B-A

00000

SPLICE

00000

EO

C

EO

C

00000

00000

#F #F

ABBREVIATIONS

ROW Right of Way

HH Handhole

ICN Iowa Communications Network

NTS Not to Scale

NEC

DOT Department of Transportation

National Electric Code

TCP Traffic Control Plan

LOCATION SERVICES.UTILITIES AND LOCAL GOVERNMENT AGENCIES NOT PARTICIPATING IN UTILITIES. THE CONTRACTOR SHALL ALSO CONTACT ANY AND ALL LOCATOR SERVICES AND SCHEDULING THE LOCATION OF UNDERGROUND CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING UTILITIES AND SHALL BE LOCATED AND MARKED PRIOR TO CONSTRUCTION. THE OF UTILITY INFORMATION MAY NOT HAVE BEEN PROVIDED. ALL UTILITIES WHEN SHOWN, ARE APPROXIMATE ONLY. IN ADDITION, A PORTION NOTE: THE PLAN LOCATIONS OF UNDERGROUND AND AERIAL UTILITIES,

LEGEND AND SYMBOL INFORMATION SHEET

A.02gehrhorn9:31:28 AM 7/10/2017 gehrhorn9:31:28 AM 7/10/2017

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GRIMES STATE OFFICE BUILDING

ICN C , COPY WITH PERMISSION

IOWA COMMUNICATIONS NETWORK

2014

DES MOINES, IOWA 50319

400 EAST 14TH STREET

THIS DRAWING IS PROVIDED FOR GENERAL

INFORMATION ONLY AND IS NOT TO BE USED

TO DETERMINE PRECISE ICN PLACEMENT.

CALL ONE CALL BEFORE EXCAVATION

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GRINNELL COLLEGE CONNECTION

GRINNELL, IA

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PROJECT DESCRIPTION

AND LISTING OF WORKESTIMATE OF QUANTITIES, PROJECT DESCRIPTION,

fiber cables, tracer wire, pull rope, etc. Contractor shall verify necessary quantities including coils.

*NOTE: This table shows approximate lengths in conduit only and does not include any coils or slack for

C.01

AND DATA TRAFFIC CUTOVERS WILL BE COMPLETED UNDER A SEPARATE CONTRACT.

APPROXIMATELY 150 FEET IN THE BASEMENT OF THE JOHN CHRYSTAL CENTER. FIBER SPLICING

CONDUIT. INSIDE WORK WILL INVOLVE INSTALLING FIBER IN AN EXISTING CABLE TRAY

CONDUIT WILL BE INSTALLED, WHICH WILL CONSIST OF DIRECTIONAL BORING (1) 2" HDPE

CENTER AT 1103 PARK ST., GRINNELL, IA. APPROXIMATELY 4,957 FEET OF UNDERGROUND

FROM THE GRINNELL HIGH SCHOOL AT 1333 SUNSET ST., GRINNELL, IA TO JOHN CHRYSTAL

THIS PROJECT INVOLVES INSTALLING A 12 STRAND ARMORED FIBER CONNECTION

ICN PROVIDING NEW FIBER OPTIC TO GRINNELL COLLEGE.

ICN FIBER OPTIC INSTALLATION PROJECT IN POWESHIEK COUNTY.

PROJECT SUMMARY

SHEET NUMBER ENGLISH ICN

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GENERAL NOTES

GENERAL NOTES GENERAL NOTES

SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

3. THE RIGHT-OF-WAY, WHERE SHOWN ON PLANS, IS APPROXIMATE ONLY. RIGHT-OF-WAY

DURING CONSTRUCTION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

CONTRACTOR SHALL MAINTAIN AND PROTECT ALL EXISTING COMMUNICATION CABLES

2. ALL EXISTING IOWA COMMUNICATIONS NETWORK FIBER SHALL BE KEPT IN OPERATION.

MATCH EXISTING CONDITIONS.

1. AERIAL PHOTOGRAPHY SHOWN ON PLANS IS FOR REFERENCE ONLY AND MAY NOT

MISC.

STARTING CONSTRUCTION DATE.

WITHIN THE CONSTRUCTION LIMITS SHALL BE NOTIFIED BY THE CONTRACTOR OF THE

6. UTILITY COMPANIES WHOSE FACILITIES ARE SHOWN ON THE PLANS OR KNOWN TO BE

COORDINATING WITH IOWA COMMUNICATIONS NETWORK.

UTILITY COMPANY AND/OR OWNER. THE CONTRACTOR IS RESPONSIBLE FOR

AFFECTED BY THE EXISTING UTILITIES, THE WORK SHALL BE COORDINATED WITH THE

DEFINED WITHIN THE SCOPE OF WORK FOR THIS CONTRACT. WHERE WORK AFFECTS OR IS

5. THE CONTRACTOR SHALL NOT DISTURB ANY EXISTING UTILITIES EXCEPT AS SPECIFICALLY

LOCAL GOVERNMENT AGENCIES NOT PARTICIPATING IN LOCATION SERVICES.

UTILITIES. THE CONTRACTOR SHALL ALSO CONTACT ANY AND ALL UTILITIES AND

UTILITIES AND LOCATOR SERVICES AND SCHEDULING THE LOCATION OF UNDERGROUND

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING

HAVE BEEN PROVIDED. ALL UTILITIES SHALL BE LOCATED AND MARKED PRIOR TO

APPROXIMATE ONLY. IN ADDITION, A PORTION OF UTILITY INFORMATION MAY NOT

4. THE PLAN LOCATIONS OF UNDERGROUND AND AERIAL UTILITIES, WHEN SHOWN, ARE

UTILITIES

DETAILS, AND STANDARDS WITHIN THE SCOPE OF WORK BID DOCUMENT.

CONTRACTOR SHALL ADHERE TO ICN STANDARD INSTALLATION DRAWING TYPICALS, PROJECT

ICN STANDARDS:

WILL BE SUBJECT TO THE APPROVAL OF THE RESIDENT CONSTRUCTION ENGINEER.

AREAS FOR STORAGE OF MATERIALS. STORAGE, PARKING AND SERVICE AREA(S)

PERMITTED TO PARK OR SERVICE VEHICLES AND EQUIPMENT OR USE THESE

TREES OUTSIDE THE CONSTRUCTION LIMITS. THE CONTRACTOR WILL NOT BE

15. THE CONTRACTOR SHALL NOT DISTURB DESIRABLE GRASS AREAS AND DESIRABLE

SPECIFICATIONS AND SPECIAL PROVISIONS.

FOR HIGHWAY AND BRIDGE CONSTRUCTION, SERIES 2015" PLUS CURRENT SUPPLEMENT

OF THE "IOWA DEPARTMENT OF TRANSPORTATION ENGLISH STANDARD SPECIFICATIONS

APPLICABLE SECTIONS INCLUDING BUT NOT LIMITED TO ARTICLES 2523 AND 2525,

14. MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ALL

IN KIND BY THE CONTRACTOR, WITH NO ADDITIONAL COMPENSATION.

INFRASTRUCTURE REMOVED OR DAMAGED BY THE CONTRACTOR SHALL BE REPLACED

CONDUCTORS, OR OTHER FACILITIES DAMAGED DURING CONSTRUCTION. ALL EXISTING

13. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY EXISTING CONDUIT,

THE IOWA COMMUNICATIONS NETWORK.

CONDITIONS (OR BETTER) AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO

TREES, GRASS, SOD, ETC., IF DAMAGED, SHALL BE RESTORED TO PRE-CONSTRUCTION

GUTTERS, WALKS, DRAINAGE DITCHES, CULVERTS, DRAIN TILES, EMBANKMENTS, SHRUBS,

12. ANY AND ALL IMPROVEMENTS SUCH AS ASPHALT OR CONCRETE PAVEMENTS, CURBS,

CONSTRUCTION

CONSTRUCTION (CONTINUED)

LABOR AVAILABLE ON A DAILY BASIS TO INSTALL AND MAINTAIN EROSION

CONTROL FEATURES ON THE PROJECT. THIS MAY INVOLVE SEEDING, SILT

FENCE, ROCK DITCH CHECKS, SILT BASINS, OR SILT DIKES.

NON-WORKING HOURS.

CONDUIT

SHALL BE A MINIMUM OF 48 INCHES UNLESS OTHERWISE SPECIFIED IN PLANS.

MANUFACTURER'S RECOMMENDATIONS FOR MINIMUM BENDING RADIUS.

FOAM.

9. ENTER ALL HANDHOLES, BOTH NEW AND EXISTING FROM THE BOTTOM.

10. THE MINIMUM BENDING RADIUS OF HDPE CONDUIT SHALL BE THE CONDUIT

11. PLUG CONDUITS IMMEDIATELY AFTER INSTALLATION WITH DUCT SEAL OR EXPANSION

1. THE METALLIC SHIELD OF THE ARMORED CABLE SHALL BE USED AS THE LOCATE WIRE.

ALL LOCATE FACILITIES AND WIRES IN PREPARATION FOR THE SPLICING CONTRACTOR)

(THE CONDUIT/CABLE INSTALLATION CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF

LOCATE FACILITIES

C.02

7. THE CONTRACTOR SHALL BORE ALL CONDUIT ON THIS PROJECT. DEPTH OF ALL BORES

8. ALL CONDUIT SHALL BE 2-INCH HDPE SDR 13.5 CONDUIT.

ROCK AND DEBRIS AND SHALL BE FOR THE ESTABLISHMENT OF

VEGETATION, SUBJECT TO THE APPROVAL OF THE ENGINEER.

16. FILL ALL POTHOLES IMMEDIATELY AFTER THE DEPTH OF THE UTILITY IS DETERMINED.

WITH TOPSOIL AS SPECIFIED BELOW. COMPACT TO ENSURE SETTLING DOES NOT OCCUR.

FILL THE POTHOLE WITH SAND UP TO SIX (6) INCHES BELOW GRADE. FILL THE TOP 6 INCHES

17. THE TOP SIX (6) INCHES OF THE DISTURBED AREAS SHALL BE FREE OF

18. THE CONTRACTOR IS EXPECTED TO HAVE MATERIALS, EQUIPMENT, AND

THE IOWA COMMUNICATIONS NETWORK.

BE REPLACED OR REPAIRED, AS DIRECTED BY THE ENGINEER, AT NO ADDITIONAL COST TO

24. ANY EXISTING WIRING THAT IS DAMAGED DURING FIBER OPTIC CABLE INSTALLTION SHALL

DETERMINED BY THE ENGINEER.

FUTURE OPERATIONS OF THE COMPLETED FIBER OPTIC COMMUNICATION SYSTEM AS

BE ANY CONDITION RESULTING IN A NEGATIVE OR ADVERSE EFFECT ON CURRENT OR

ADDITIONAL COST TO THE IOWA COMMUNICATIONS NETWORK. CONSIDER A DEFECT TO

23. CONTRACTOR SHALL REPAIR OR REPLACE ANY DEFECT IN THE INSTALLED CABLE AT NO

OF TIME FOR DELAYS CAUSED BY REPLACING OR REPAIRING THE INSTALLED CABLE.

COMMUNICATIONS NETWORK. THE CONTRACTOR WILL NOT BE GRANTED AN EXTENSION

OCCURRING BEFORE FINAL ACCEPTANCE AT NO ADDITIONAL COST TO THE IOWA

22. CONTRACTOR SHALL REPLACE OR REPAIR, AS DIRECTED BY THE ENGINEER, ANY DAMAGE

OTDR TEST TO THE ENGINEER UPON COMPLETION.

WITHIN SEVENTY TWO (72) HOURS AFTER NOTIFICATION AND SUBMIT A COPY OF THE

ACCEPTANCE, CONTRACTOR SHALL PERFORM OTDR TESTING OF ALL FIBER STRANDS

21. IN THE EVENT IT IS SUSPECTED THAT CABLE DAMAGE HAS OCCURRED PRIOR TO FINAL

MARKINGS FOR THAT FIBER. COORDINATE FINAL MARKER LOCATIONS WITH ICN.

OWNED BY THE OTHER AGENCY (OR ENTITY), INSTALL TYPICAL IDENTIFIERS AND/OR

OF TRANSPORTATION/OTHER AGENCY (OR ENTITY) USE WHERE THE FIBER WILL BE

HANDHOLE TO BUILDING, ETC.) FOR FIBER INSTALLATIONS WITH JOINT DEPARTMENT

RUN ORIGINATED AND WHERE IT ENDS (HANDHOLE TO HANDHOLE, HANDHOLE TO CABINET,

AND SPLICE VAULT. TAGS SHALL CLEARLY IDENTIFY WHERE EACH INDIVIDUAL CABLE

AND DIRECTION OF THE CABLE AT EACH TERMINATION POINT AND IN EVERY HANDHOLE

20. CONTRACTOR SHALL PLACE TAGS ON ALL FIBER OPTIC CABLE IDENTIFYING THE OWNER

FIBER

- AT HANDHOLES (COORDINATE WITH ICN FOR FINAL LOCATIONS PRIOR TO PLACING ANY MARKERS).

LOCAL ROW ENTITY (PLACED AT EDGE OF ROW).

- APPROXIMATELY EVERY 1 / 4 MILE ALONG FIBER ROUTE OR MORE IF REQUIRED BY

- AT BEGINNING AND END OF BORES WHEN TRANSITIONING FROM DIRECT BURIED.

- AT INTERSECTIONS OR ROAD CROSSINGS (EACH SIDE).

- AT EVERY CHANGE OF DIRECTION OF FIBER CABLE ROUTE.

26. WARNING MARKERS FOR FIBER OPTIC CABLE SHOULD TYPICALLY BE PLACED:

BURIED FIBER CABLES.

25. CONTRACTOR SHALL INSTALL WARNING TAPE OVER ALL PLOWED CONDUIT AND DIRECT

19. NO OPEN HOLES, POTHOLES OR MOUNDS OF DIRT SHALL BE LEFT UNPROTECTED DURING

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UTILITY CONTACTS

72 HOUR ADVANCE NOTICE IS REQUIRED TO NOTIFY ALL UTILITY COMPANIES.

OF ALL UTILITIES, AND COORDINATE IF NEEDED, PRIOR TO COMMENCING WORK.

NOTE 1: THIS LIST IS NOT ALL-INCLUSIVE. CONTRACTOR IS RESPONSIBLE TO REQUEST LOCATES

OF THE INSTALLATION DEPENDING ON ROW AVAILABILITY.

APPROPRIATE OFFSET (APPROXIMATELY 2') OR CHANGE DEPTH

UTILITIES WOULD BE TO ADJUST THE RUNNING LINE BY AN

AUTHORITY HAVING JURISDICTION. THE PLAN FOR PARALLEL

RUNNING LINE REQUIRE PRE-APPROVAL BY THE ICN AND ROW

NOTE 2: EXISTING UTILITY CONFLICTS: ANY CHANGES TO THE PLANNED

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INSTALL UNDER SIDEWALK

L

5+71 C R

OA

D

SEC. 8

T-80N, R-16W,

POWESHIEK CO.

1"=50'N.01

MAINTENANCE BLDG

1333 Sunset Street

Grinnell High School GRINNELL HS FOT ROOM

ICN Sta. 0+00

SEE U.01 AND SCOPE OF WORK FOR DETAILS.

BOND THE END OF THE COIL TO BUILDING GROUND.LEAVE 30' COIL OF 12F/A AT RACK AS SHOWN

RACK-MOUNT FDP AS SHOWN.

DO NOT PASS THROUGH ANY EXISTING COILS.

ROUTE FIBER TO RACK AS PICTURED.

COIL 50 FEET OF ICN 12F/A ON STORAGE RING

(1) 12-INCH LEVITON STORAGE RING ON WALL

HANDHOLE HH 1-4E

ICN Sta. 5+16

828' from HH 1-4E to HH 2-1

(1E)

HANDHOLE HH 1-3E

ICN Sta. 2+23

HANDHOLE HH 1-2E

ICN Sta. 1+86

HANDHOLE HH 1-1E

ICN Sta. 0+73

113' from HH 1-1E to HH 1-2E

(1B)


(1C)

Sunset St


(1D)

ICN LINK 0605

73' from DATA ROOM to HH 1-1E

(1A)

100' COIL ICN 12F/A

EXISTING SCHOOL HANDHOLE

FOR ASSISTANCE

SEE SCHOOL FACILITIES DIRECTOR

37 FT NW OF HH 1-2E

LOOK IN DEPRESSION BY DRIVEWAY

NOTE HH IS BURIED APPROX. 21 INCHES.

10' COIL ICN 12F/A (PASS THROUGH)

EXISTING ICN HH

150' COIL ICN 12F/A

ENTER HH FROM THE BOTTOM

BEGIN BORE

EXISTING ICN HANDHOLE

(1) PULL ROPE

(1) ICN 12F/A

(1) ICN 2" HDPE BORED

(1) PULL ROPE

(1) ICN 12F/A

EXISTING ICN MULTICELL CONDUIT

(1) PULL ROPE

(1) ICN 12F/A

EXISTING SCHOOL (2) 3" CONDUITS

(1) PULL ROPE

(1) ICN 12F/A

EXISTING SCHOOL CONDUIT

(1) PULL ROPE

(1) ICN 12F/A

EXISTING SCHOOL CONDUIT

10-FOOT COIL 12F/A (PASS THROUGH)

EXISTING SCHOOL HANDHOLE

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1E



L13+70 C ROAD

SEC. 8

T-80N, R-16W,

POWESHIEK CO.

1"=50'N.02

(1) ICN 2" HDPE (1) ICN 12F/A (1) PULL ROPE

HANDHOLE HH 2-1

ICN Sta. 13+44

Sunset St

8th A

ve

878' from HH 2-1 to HH 3-1

(2A)

150' COIL OF ICN 12 SM ARMORED FIBER

INSTALL ADJACENT TO UTILITY POLE

1 EA. INSTALL ICN HANDHOLE, 24" x 36" x 30"

(1) PULL ROPE

(1) ICN 12F/A


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L21+83 C R

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SEC. 8

T-80N, R-16W,

POWESHIEK CO.

1"=50'N.03


8th Ave

Prince St

Prairie St

975' from HH 3-1 to HH 5-1

(3A)

HANDHOLE HH 3-1

ICN Sta. 22+22

150' COIL OF 12 SM ARMORED FIBER


(1) PULL ROPE

(1) ICN 12F/A


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L25+82 C R

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SEC. 8

T-80N, R-16W,

POWESHIEK CO.

1"=50'N.04


8th Ave

Reed St

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LP

L31+76 C R

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L37+89 C R

OA

D

SEC. 8

T-80N, R-16W,

POWESHIEK CO.

1"=50'N.05


HANDHOLE HH 5-1

ICN Sta. 31+97

8th Ave

Spencer St

Spring St

Ha

mlin St

1,012' from HH 5-1 to HH 6-1

(5A)

(1) PULL ROPE

(1) ICN 12F/A


TYCO 450BS SPLICE CASE AND BONDING OF TRACER BY OTHERS. MID-SHEATH SPLICE TO ISOLATE CABLE ARMOR FOR LOCATING. GROUND ONE TERMINAL ON Tii WITH #8 BARE COPPER. TO HANDHOLE. COILS CAN BE TERMINATED BY OTHERS. INSTALL TWO (2) COILS OF TRACER WIRE, 75 FEET EACH, FROM Tii150' COIL OF 12 SM ARMORED FIBER

1 EA. GROUND ROD

SEE TYPICAL DETAIL ATTACHED

INSTALL ON UTILITY POLE

1 EA. Tii LOCATE TERMINAL

INSTALL ADJACENT TO UTILITY POLE

1 EA. INSTALL HANDHOLE, 24" x 36" x 30"

O

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14+00

15+00

16+00

17+00

18+00

MP 22.15

14+00

15+00

16+00

17+00

18+00

MP 22.15

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BORE PIT, - Iowa DOT Sta. 15+56, 26' RT

SEC. 8, 9

T-80N, R-16W,

POWESHIEK CO.

1"=50'N.06

(1) ICN 2" HDPE (1) 12F/A (1) PULL ROPE

8th Ave

Hig

hway 1

46

1,265' from HH 6-1 to HH 8-1E

(6A)

HANDHOLE HH 6-1

IOWA DOT Sta. 15+56, 26' RT.

ICN Sta. 42+09

150' COIL OF ICN 12 SM ARMORED FIBER


(1) PULL ROPE

(1) ICN 12F/A


8

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46+19 C R

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50+65 C R

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SEC. 9

T-80N, R-16W,

POWESHIEK CO.

1"=50'

LL

N.07


8th Ave

Main St Bro

ad St O

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L55+04 C ROAD

SEC. 9

T-80N, R-16W,

POWESHIEK CO.

1"=50'N.08



(8A)


(8B)

HANDHOLE HH 8-1E

ICN Sta. 54+74

HANDHOLE HH 8-2E

ICN Sta. 56+37

8th Ave

Park St

150' COIL ICN 12F/A

ENTER HANDHOLE FROM BOTTOM

EXISTING COLLEGE HANDHOLE

END OF BORE

(1) PULL ROPE

(1) ICN 12F/A

(2) EXISTING COLLEGE 4" CONDUITS

10 FEET OF SLACK ICN 12F/A (PASS THROUGH)


(1) PULL ROPE

(1) ICN 12F/A


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MA

TC

H LI N

E S

HE

ET

N.0

8

8B

1103 Park Street

John Chrystal Center

L60+33 C R

OA

D

SEC. 9

T-80N, R-16W,

POWESHIEK CO.

1"=50'N.09

(2) EX. COLLEGE 4" CONDUITS NEW (1) ICN 12F/A (1) PULL ROPE

COORDINATE WITH ICN AND GRINNELL COLLEGE.

FOR BUILDING ENTRANCE DETAILS.

SEE SCOPE OF WORK AND SHEETS U.02-U.03

TO THE GROUND FURNISHED BY THE COLLEGE.

BOND THE ARMOR AT THE END OF THE 12 F/A

LEAVE 25' TAIL FOR SPLICING BY OTHERS.

LEAVE 50' COIL OF 6F/D AT ON RING.

LEAVE 25' TAIL FOR SPLICING BY OTHERS.

LEAVE 25' COIL OF 12F/A ON RING

INSTALL 24-INCH LEVITON STORAGE RING.

END OF COLLEGE BUILDING ENTRY CONDUIT

ICN Sta. 64+05 CHRYSTAL CENTER BASEMENT

HANDHOLE HH 9-1E

ICN Sta. 59+82

HANDHOLE HH 9-2E

ICN Sta. 61+35216' from HH 9-2E to 9-3E

(9B)HANDHOLE HH 9-3E

ICN Sta. 63+51

54' from HH 9-3E to BUILDING ENTRANCE

(9C)

Park St

7th A

ve

153' from HH 9-1E to 9-2E

(9A)

150' COIL OF ICN 12F/A


(1) PULL ROPE

(1) ICN 12F/A


(1) PULL ROPE

(1) ICN 12F/A


10 FEET OF SLACK 12F/A (PASS THROUGH)

EXISTING COLLEGE HANDHOLE150' COIL OF ICN 12F/A


SEE DETAIL ON SHEETS U.02-U.03

(1) PULL ROPE

(1) ICN 12F/A

(1) EXISTING 4" COLLEGE CONDUIT

(1) EXISTING 2" COLLEGE CONDUIT

150' CABLE TRAY TO DATA ROOM

STORAGE RING AND SPLICE

Sta. 64+15

SEE SHEETS U.02-U.03

BASEMENT DATA ROOM

Sta. 65+65

O

FEET

50

gehrhorn9:36:33 AM

F:\2016\0501-1000\016-0760\40-Design\Microstation\016-0760_Grinnell College Connection\Sheets\Grinnell College Connection_U.01.dgn

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2014







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GRINNELL, IA

OSP LOG #79160205

FINAL

PRELIM 6/22/2017

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GRINNELL HIGH SCHOOL BUILDING ENTRANCE DETAILS

U.01

1.3

U.01

1.1

(Northeast Building Face)

Grinnell High School Exterior

U.01

U.01

1.2 Grinnell High School FOT Room

Grinnell High School FOT Room

HH 1-1E INTO FOT ROOM.

INSTALL IN EXISTING 4" CONDUIT FROM

(1) PULL ROPE

(1) ICN 12F/A

GRINNELL HS FOT ROOM IN MAINTENANCE BUILDING

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2014







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GRINNELL, IA

OSP LOG #79160205

FINAL

PRELIM 6/22/2017

2

1

JOHN CHRYSTAL CENTER BUILDING ENTRANCE DETAILS

U.02

2.1

U.02

2.2

U.02

2.3HH 9-3 Interior

U.02

Chrystal Center Fiber Path

Building Entrance and Splice

Chrystal Center Basement

COLLEGE 4" CONDUIT

(1) ICN 12F/A IN EXISTING

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2014







(1-800-292-8989 OR 811)11 x 17

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GRINNELL, IA

OSP LOG #79160205

FINAL

PRELIM 6/22/2017

2

1

JOHN CHRYSTAL CENTER BUILDING ENTRANCE DETAILS

U.03

3.1

U.03

3.2

U.03

Chrystal Center Basement Chrystal Center Basement

COLLEGE ON LOCATION OF FDP.

COORDINATE WITH ICN AND

SPLICE CASE TO DATA ROOM.

APPROXIMATELY 145' FROM

(1) ICN 6F/D PLENUM RATED FIBER

COIL 25 FEET BEHIND RACK FOR TERMINATION

COIL 50' AT STORAGE RING

12" LEVITON STORAGE RING

Sta. 65+65

30"

37 5/8"

26"37 5/8"30"

35 5/8"24"3"

24" X 36" X 30" NEW BASIS HAND HOLE

HANDHOLE PLACEMENT TYPICAL

12"

6" min.

37 5/8"

26"

5'MIN.

RIGHT-OF-W

AY

4' TYP.

6" ±

5'±

6" ±


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