HomeMy WebLinkAboutEncroachment & Revocable Permit - Verizon Wirelenss
October 13, 2026
Matthew Ament
Colliers Engineering & Design for Verizon Wireless
matt@terraltd.com
RE: Encroachment into Public Right-of-Way – 1044 E. Angela Blvd. (eastbound)
Dear Matthew:
At its October 13, 2026 meeting, the Board of Public Works approved your request
for the replacement of streetlight pole with small cell equipment at 1044 E. Angela Blvd.
This encroachment was approved subject to the improvements not becoming a safety
hazard. Enclosed please find copies of the permit and application.
The encroachment will be permitted to remain and continue until such time as the
Board of Public Works of the City of South Bend shall determine that such encroachment
is in any way impairing or interfering with the highway or with the free and safe flow of
traffic thereon. Said encroachment shall not in any way prejudice or preclude the City’s
rights with respect to the future use of that portion of the right-of-way. If, at any time, the
City of South Bend determines that it is necessary to revoke the encroachment permit,
you, or the future property owner will be responsible for any and all costs associated with
the removal of the encroachment and returning your property to its pre-existing state.
Sincerely,
/s/Hillary Horvath
Hillary Horvath, Clerk
ENCROACHMENT APPLICATION INSTRUCTIONS
City of South Bend – Board of Public Works
215 Doctor M.L.K. Jr Blvd; Suite 400
South Bend, IN 46601
Dear Resident or Business:
Thank you for your interest in applying for permission to encroach upon the City’s right-of-
way. An encroachment occurs when a neighbor builds something on or overhanging another
neighbor’s property. Encroachments on City property can occur when a resident or business
owner builds a canopy, signage, awnings, brick mailboxes, planters, and more on City streets,
sidewalks, or other City property. All encroachments upon the City’s right-of-way must be
approved by the Board of Public Works.
PROCESS
Once your application is received, it will be reviewed by City personnel and presented at a City
of South Bend Board of Public Works meeting for approval. Upon approval, a signed copy of
your permit and agreement will be emailed or mailed to you. Note: The encroachment review
and approval process can take four to six (4-6) weeks, depending on the complexity of the
request. Permits may be revoked at any time.
APPLICATION CHECKLIST
Below is a checklist of items that must be included with your submission:
Completed and signed Encroachment Application
Photos of the area where the encroachment will take place.
Complete description of the encroachment (i.e. canopy, banner, planter, underground
utilities, signage, etc.)
Plans and Specifications
Signature and Legal Name
Signed Revocable Permit
Completed applications should be mailed or delivered to:
City of South Bend – Board of Public Works
215 Doctor M.L.K. Jr Blvd; Suite 400
South Bend, IN 46601
QUESTIONS
The City of South Bend looks forward to working with you! If you have any questions, contact
City Engineering at 574.235.9251 or PWengineering@southbendin.gov
ENCROACHMENT APPLICATION
City of South Bend – Board of Public Works
215 Doctor M.L.K. Jr Blvd; Floor 4
South Bend, IN 46601
PROPERTY OWNER INFORMATION:
Name of Business/Homeowner: ______________________________________________________________
Address: _______________________________________________________________________________________
City/State/Zip: _________________________________________________________________________________
Phone:______________________________ Email: ____________________________________________________
ENCROACHMENT INFORMATION:
Location of Encroachment: ___________________________________________________________________
Encroachment Description: ___________________________________________________________________
CL Road to R/W Line: _________________________________ Size of Encroachment:________________
Distance of R/W: _____________________________________ Amount in R/W: ______________________
INSTALLER'S INFORMATION:
Business Name: ________________________________________________________________________________
Address: _______________________________________________________________________________________
City/State/Zip: _________________________________________________________________________________
Phone:______________________________ Email: ____________________________________________________
Signature: ______________________________________________________________________________________
Printed Name: _________________________________________________________________________________
INCLUDE THE FOLLOWING ITEMS WITH YOUR APPLICATION:
Photos of the area where encroachment will take place.
Plans and Specifications
Completed Agreement
AFFIRMATION
I, the undersigned do hereby certify and affirm that all the information given in this
application is accurate and correct. I understand that encroachments must in no way impair
the highway or free and safe flow of traffic thereon and may be revoked at any time.
Signature of Applicant: Date:
Printed Name of Applicant: ____________________________________________________________________
REVOCABLE PERMIT
RECOGNITION OF ENCROACHMENT UPON CITY OF SOUTH BEND-CONTROLLED PROPERTY
AND PROVISIONS ALLOWING TEMPORARY CONTINUANCE OF SAME
Company/Homeowner Name _____________________________________________ , hereafter, the “APPLICANT.”
The encroachment will be permitted to remain and continue under the following terms and conditions:
1)Until such time as the BOARD OF PUBLIC WORKS (“BOARD”) of the CITY OF SOUTH BEND (“CITY”) shall
determine that such encroachment is in any way impairing or interfering with the highway or with the free and
safe flow of traffic thereon;
2)Said encroachment shall not in any way prejudice or preclude the CITY’S rights with respect to the future use of
the portion of the right-of-way;
3)The encroachment as it now exists shall in no manner be added to or enlarged in its present scope or dimensions;
4)In the event of change of ownership of the fixture or any other item of personal property which constitutes the
aforesaid encroachment, this permit shall become null and void;
5)The CITY shall not be liable to APPLICANT for any damages caused to APPLICANT that arise out of or is incidental
to any activity and/or incidences authorized by this permit;
6)In consideration of the granting of this Permit by the BOARD, APPLICANT shall indemnify, hold harmless and
defend the CITY from and against any and all actions or causes of action which the CITY may suffer or incur by
reason of bodily injury, including death, to any person or persons, or by reason of damage to or destruction of any
property, including the loss thereof, arising out of or in any manner connected with any activity and/or incidences
authorized by this permit and/or any activities and/or incidences incidental thereto, or which the CITY may
sustain or incur in connection with any litigation, investigation, or other expenditures incidental thereto, including
any suit instituted by the CITY to enforce the obligation of this agreement of indemnity.
It is the intent of the parties hereto that the APPLICANT shall indemnify the CITY under this indemnification
clause to the fullest extent permitted by law.
This approval shall be binding upon everyone past or present, claiming any interest in and to the aforementioned
encroachment.
ACCEPTANCE OF TERMS AND CONDITIONS
I accept and agree to be bound by all of the terms and conditions of this permit.
Submitted By:
Signature:
Date:
BOARD OF PUBLIC WORKS APPROVAL
President
Member
Member
Member
Member
Attest
Revised on 9.14.21
DESCRIPTION
REVISIONS
SHEET NUMBERSHEET TITLEDATE:PROJECT #:CHECKED BY:DRAWN BY:NO.BYDATE
A
B
C
ISSUED FOR REVIEW
ADD RFDS& UTIL. COOR; ISSUED FOR PERMITTING
UPDATED PER LATEST RFDS TO C-BAND ONLY
02/19/26
09/08/26
10/06/26
RC/DK
MM/DK
DKMDG# 5000971310W ANGELA1044 E ANGELA BLVDSOUTH BEND, IN 46617ACTAZ08/22/25265-0841701 GOLF ROAD,
TOWER 2, SUITE 400
ROLLING MEADOWS, IL 60008
PHONE: (847) 619-5397
FAX: (847) 706-7415T-1TITLE SHEETSITE NAME: W ANGELAREGIONAL MAPVICINITY MAPPROJECT INFORMATIONJURISDICTION:OCCUPANCY:ZONING:LATITUDE: 41.692722° / 41° 41' 33.80" N (1A CERTIFICATION)SITE COORDINATES:CITY OF SOUTH BENDUNINHABITED-LONGITUDE: -86.235878° / 86° 14' 09.16" W (1A CERTIFICATION)ELEVATION: ±740' (1A CERTIFICATION)N.T.S.N.T.S.1044 E ANGELA BLVDSOUTH BEND, IN 46617PROJECT TYPEATTACHMENTSREVISIONSHEETDRAWING INDEXSITELOCATIONSITELOCATIONCONSULTANT TEAMCONSTRUCTION:OPERATIONS:APPROVALSRF:REAL ESTATE:EQUIPMENT ENGINEERING:STRUCTURAL:TERRA CONSULTING GROUP600 BUSSE HIGHWAYPARK RIDGE, IL 60068(847) 698-6400PROJECTCONSULTANT:SURVEYOR:POLE DESIGN:SITE AQ.:1POLE SPECIFICATIONS (DWG # A59944)-2LIGHT POLE FOUNDATION DESIGN-L-1SITE SURVEY-PHONE: (847) 619-5397 FAX: (847) 706-7415ROLLING MEADOWS, ILLINOIS 600081701 GOLF ROAD, TOWER 2, SUITE 400T-1 TITLE SHEET CLP-1AERIAL LOCATION & EXHIBIT PHOTOBC-1SITE PLANBANT-1 EXISTING SITE ELEVATIONSAANT-2PROPOSED SITE ELEVATIONSCANT-2APROPOSED SITE DIMENSIONSCANT-3PROPOSED ANTENNA CONFIGURATION CANT-4EQUIPMENT DETAILSCANT-4AMETER BASE INFORMATIONCANT-4BH-FRAME DETAILSCANT-5CABLE DIAGRAMCANT-6FIBER DROP CABLE DETAILSCANT-7FIBER DROP CABLE DETAILSCE-1, E-1AUTILITY ROUTING PLANBE-2UTILITY ROUTING DETAILSCE-2AUTILITY DESIGN DETAILSBE-3GROUNDING PLAN & DETAILSCS-1/S-2STRUCTURAL DETAILSCSP-1SPECIFICATIONSBTC-1/ TC-2TRAFFIC CONTROL PLANAUTILITIES:FUZE PROJECT #:17342460POWER SOURCE ADDRESS:T.B.D.NOTE TO GENERAL CONTRACTOR:ALL WORK MUST CONFORM TO VERIZON WIRELESSCONSTRUCTION INSTALLATION STANDARDS AND ALL APPLICABLECODES AND ORDINANCES. CONTRACTOR SHALL ALSO VERIFYTHE RFDS AGAINST THE PLANS AND POLE DESIGN/STRUCTURAL.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGNER ANDVERIZON WIRELESS IN WRITING OF ANY DISCREPANCIES BEFOREPROCEEDING WITH THE WORK.MDG LOCATION I.D.: 5000971310APPLICANT:CONSTRUCTION TYPE:REAL ESTATE MANAGER:CONSTRUCTION MANAGER:POLE OWNER:CITY OF SOUTH BENDPOLE NUMBER:N/AVERIZON WIRELESS1701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008POLE INSTALLATION DATE:N/AFIBER: MCI METRO ATS KATHERINE MARTIN (224) 283-795622" x 34" IS FULL SCALE11" X 17" IS HALF SCALECO-LOCATION ON MUNICIPAL LIGHT POLETAREQ YASIN (312) 725-0033EXISTING MUNICIPAL POLE TO BE REMOVED. PROPOSED VERIZONWIRELESS SMALL CELL EQUIPMENT ON REPLACEMENT MUNICIPAL POLE.POWER TO BE DELIVERED VIA UNDERGROUND. FIBER TO BE DELIVEREDVIA UNDERGROUND (BY OTHERS).KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.Call 811, 1-800-382-5544CONTACT INDIANA 811 TWO WORKING DAYSBEFORE STARTING PROJECTTERRA CONSULTING GROUP600 BUSSE HIGHWAYPARK RIDGE, IL 60068(847) 698-6400ASM CONSULTANTS, INC.16 E. WILSON STREETBATAVIA, IL 60510(630) 879-0200ROB LAHRMAN (847) 809-7481VALMONT INDUSTRIES, INC.20805 EATON AVE.FARMINGTON, MN 55024(651) 463-8990POWER: INDIANA MICHIGAN POWER ACCT. # 04359815307 TIMOTHY MARTIN (574) 236-4920 TERRA CONSULTING GROUP600 BUSSE HIGHWAYPARK RIDGE, IL 60068(847) 698-6400NOTE:DRAWING SET FOR MUNICIPAL REVIEWONLY AND NOT FOR CONSTRUCTION.
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415AERIAL LOCATION &
EXHIBIT PHOTO
LP-11SCALE: N.T.S.
AERIAL LOCATION 2 SCALE: N.T.S.
EXHIBIT PHOTO OF POLE
PROPOSED SMALL
CELL INSTALLATION
FRONT SIDE
SIDE
PHOTO OF
EXISTING POLE
PHOTO OF
EXISTING POLE
PHOTO OF
EXISTING POLESCALE = N.T.S.
UGE
UGE UGE UGE UGE UGE UGE UGE
UGE
UGEGAS
GAS
GAS
GAS GASUGTUGTUGTUGT
UGT
UGT
UGT UGT
UGT UGT UGEUGE UGE UGE UGEGASGASGAS
GAS
GAS
GAS
GAS
UGT UGT UGT
UGT
UGT
UGT
UGT
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415C-1
SITE PLAN
0 SCALE 1" =22" x 34" PRINT IS THE FULL SCALE
FORMAT. ANY SIZE OTHER THAN
THAT IS AT REDUCED SCALE.
5'10"20'10'1 SCALE: 1" = 10'
SITE PLAN
EXISTING
BUILDING
EXISTING LIGHT POLE TO BE REMOVED AND REPLACED WITH
NEW LIGHT POLE IN SAME LOCATION. PROPOSED LESSEE
ANTENNA AND EQUIPMENT TO BE INSTALLED ON REPLACEMENT
LIGHT POLE. SEE ANT-2 FOR DETAILS.
APPROXIMATE LOCATION OF
PROPOSED QUAZITE BOX WITH
MHT (BY FIBER PROVIDER).
KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.
Call 811, 1-800-382-5544
CONTACT INDIANA 811 TWO WORKING DAYS
BEFORE STARTING PROJECT
W ANGELA BLVD - WESTBOUND
W ANGELA BLVD - EASTBOUND
EXISTING CONCRETE CURB
EXISTING
GRASS AREA
EXISTING
CONCRETE
SIDEWALK
EXISTING BRICK PAVER BORDER
EXISTING LANDSCAPE MEDIAN
EXISTING
CONCRETE
PAVEMENT
EXISTING STREET LIGHT AND
TRAFFIC SIGNAL LIGHT WITH
MAST ARM
EXISTING BUILDING
OVERHANG
EXISTING SYMBOLS & UTILITIES LEGEND
UNDERGROUND ELECTRIC
FENCE LINE
UGE
UNDERGROUND FIBERUGF
UNDERGROUND GAS LINEGAS
OHE
OHF
OHT
OVERHEAD ELECTRIC
OVERHEAD FIBER
OVERHEAD TELCO
UTILITY LINE
PROPOSED SYMBOLS & UTILITIES LEGEND
UNDERGROUND FIBERUGF
OVERHEAD FIBEROHF
LIGHT POLE UTILITY POLE
UNDERGROUND POWERUGE
OVERHEAD POWEROHE
QUAZITE BOXMETER
STORM SEWER LINE
SANITARY SEWER LINE
WATERMAIN LINE
LIGHT POLE
UTILITY POLE
ELECTRIC PEDESTAL
ELECTRIC HANDHOLE
ELECTRICAL METER
GAS METER
SANITARY SEWER MANHOLE
OPEN GRATE STORM MANHOLE
STORM CURB INLET
STORM SEWER MANHOLE
WATER VALVE VAULT
WATER SERVICE VALVE
FIRE HYDRANT
SIGN
MAILBOX
TRANSFORMER PAD
COMM. HANDHOLE W/POST MARKER
COMMUNICATION PEDESTAL
10"Ø COMM. HANDHOLE
COMM. HANDHOLE
FOUND 3/4" IRON PIPE
FOUND OR SET CUT CROSS
BUILDING
ASPHALT
CONCRETE
DECIDUOUS TREE
NON-DECIDUOUS TREE
UNDERGROUND TELCO UGT
NOTE:
1.VERIZON WIRELESS G.C. TO FIELD LOCATE ALL SUBSURFACE
UTILITIES PRIOR TO CONSTRUCTION.
2.VERIZON WIRELESS G.C. TO REPAIR ALL GROUND SURFACE
DAMAGES FROM CONSTRUCTION BACK TO EXISTING
CONDITIONS.
Telephone (630) 273-2500
Fax (630) 273-2600
E-MAIL advanced@advct.com
Advanced Surveying & Mapping
1 SCALE: 1" = 4'
ENLARGED SITE PLAN
EXISTING LIGHT POLE TO BE
REMOVED AND REPLACED WITH
NEW LIGHT POLE IN SAME
LOCATION. PROPOSED LESSEE
ANTENNA AND EQUIPMENT TO
BE INSTALLED ON
REPLACEMENT LIGHT POLE. SEE
ANT-2 FOR DETAILS.
APPROXIMATE LOCATION OF
PROPOSED QUAZITE BOX WITH
MHT (BY FIBER PROVIDER).
EXISTING
GRASS AREA
APPROXIMATE LOCATION OF
PROPOSED QUAZITE BOX FOR POWER
ROUTE (BY VERIZON WIRELESS G.C.).
APPROXIMATE LOCATION OF
PROPOSED QUAZITE BOX FOR POWER
ROUTE (BY VERIZON WIRELESS G.C.).±2'-8"EXISTING
CONCRETE
SIDEWALK
EXISTING BRICK PAVER BORDER
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415EXISTING SITE
ELEVATIONS
ANT-1SCALE: 3/8" = 1'-0" ±1 PROPOSED EAST ELEVATION
SCALE: 3/8" = 1'-0" ±2 PROPOSED SOUTH ELEVATION 22" x 34" PRINT IS THE FULL SCALE
FORMAT. ANY SIZE OTHER THAN
THAT IS AT REDUCED SCALE.
22" x 34" PRINT IS THE FULL SCALE
FORMAT. ANY SIZE OTHER THAN
THAT IS AT REDUCED SCALE.
GRADE
EXISTING
TOP OF CONCRETE FDN:
0'-8" ± A.G.L.
TOP OF DECORATIVE BASE:
4'-0" ± A.G.L.
TOP OF LUMINAIRE:
18'-6" ± A.G.L.
OVERALL POLE HEIGHT:
20'-0" ± A.G.L.
TOP OF BANNER ARM
13'-9" ± A.G.L.
TOP OF POLE:
14'-9" ± A.G.L.
TOP OF CAP:
15'-1" ± A.G.L.
BOTTOM OF BANNER ARM
9'-9" ± A.G.L.
GRADE
EXISTING
TOP OF CONCRETE FDN:
0'-8" ± A.G.L.
TOP OF DECORATIVE BASE:
4'-0" ± A.G.L.
TOP OF LUMINAIRE:
18'-6" ± A.G.L.
OVERALL POLE HEIGHT:
20'-0" ± A.G.L.
TOP OF BANNER ARM
13'-9" ± A.G.L.
TOP OF POLE:
14'-9" ± A.G.L.
TOP OF CAP:
15'-1" ± A.G.L.
BOTTOM OF BANNER ARM
9'-9" ± A.G.L.
NOTE:
THIS DRAWING IS FOR EXHIBIT
AND LAYOUT PURPOSES ONLY.
ELEVATIONS WERE CREATED
OFF OF FIELD MEASUREMENTS
BY THE ENGINEER.
EXISTING LUMINAIRE TO BE
REMOVED AND RELOCATED
TO REPLACEMENT POLE
EXISTING DECORATIVE METAL LIGHT
POLE AND BASE TO BE REMOVED
AND REPLACED
EXISTING LUMINAIRE
SUPPORT ARM TO BE
REMOVED AND REPLACED
EXISTING FOUNDATION TO BE
REMOVED AND REPLACED
EXISTING BANNERS AND SUPPORT
ARMS TO BE REMOVED AND
RELOCATED TO REPLACEMENT POLE
EXISTING AUDIO SPEAKER TO BE
REMOVED AND RELOCATED TO
REPLACEMENT POLE
EXISTING LUMINAIRE TO BE
REMOVED AND RELOCATED
TO REPLACEMENT POLE
EXISTING DECORATIVE METAL LIGHT
POLE AND BASE TO BE REMOVED
AND REPLACED
EXISTING LUMINAIRE
SUPPORT ARM TO BE
REMOVED AND REPLACED
EXISTING FOUNDATION TO BE
REMOVED AND REPLACED
EXISTING BANNERS AND SUPPORT
ARMS TO BE REMOVED AND
RELOCATED TO REPLACEMENT POLE
EXISTING AUDIO SPEAKER TO BE
REMOVED AND RELOCATED TO
REPLACEMENT POLE
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415PROPOSED SITE
ELEVATIONS
ANT-2
NOTE:
GENERAL CONTRACTOR TO PAINT
PROPOSED EQUIPMENT SHERWIN-WILLIAMS
B54B00155 BLACK, OR EQUIVALENT.
SCALE: 3/8" = 1'-0" ±1 PROPOSED EAST ELEVATION
SCALE: 3/8" = 1'-0" ±2 PROPOSED SOUTH ELEVATION 22" x 34" PRINT IS THE FULL SCALE
FORMAT. ANY SIZE OTHER THAN
THAT IS AT REDUCED SCALE.
22" x 34" PRINT IS THE FULL SCALE
FORMAT. ANY SIZE OTHER THAN
THAT IS AT REDUCED SCALE.
NOTES:
1.FIBER TO BE CLEAN AND TESTED PRIOR TO CONNECTING TO RRUS.
2.GENERAL CONTRACTOR TO INSTALL GROMMETS ON ALL POLE
OPENINGS FOR VERIZON EQUIPMENT.
3.THIS DRAWING IS FOR EXHIBIT AND LAYOUT PURPOSES ONLY.
PLEASE REFER TO STRUCTURAL REPORTS PREPARED BY
VALMONT INDUSTRIES, INC. (POLE) AND TERRA CONSULTING
GROUP (FOUNDATION).
SEE ELECTRICAL SHEETS FOR
PROPOSED UNDERGROUND
UTILITY INFORMATION.
PROPOSED CONCRETE FOUNDATION
(BY VERIZON WIRELESS G.C.). SEE
ATTACHMENT SHEET 2 FOR DETAILS.SEE ELECTRICAL SHEETS FOR
PROPOSED UNDERGROUND
UTILITY INFORMATION.
PROPOSED CONCRETE FOUNDATION
(BY VERIZON WIRELESS G.C.). SEE
ATTACHMENT SHEET 2 FOR DETAILS.
PROPOSED #2 GREEN STRANDED COPPER
GROUND WIRE ROUTED UP POLE INTERIOR
PROPOSED SECONDARY SERVICE
CONDUCTORS ROUTED UP POLE
TO SQUARE D LOAD CENTER.
PROPOSED PREFABRICATED
HANDHOLE (TYP.)
PROPOSED SQUARE D LOAD CENTER
(Q08-16L100RB/CU) TO BE BANDED TO POLE
PROPOSED LGX PANEL TO BE
BANDED TO POLE
PROPOSED DROP CABLES FROM
QUAZITE BOX TO FIBER BOX
PROPOSED ALUMINUM POLE
(BY VERIZON WIRELESS G.C.).
SEE ATTACHMENT SHEET 1 FOR DETAILS.
PROPOSED C-BAND ANTENNA
(ERICSSON AIR 1672 )TO BE
INSTALLED ON POLE
EXISTING AUDIO SPEAKER
REINSTALLED ON REPLACEMENT POLE
EXISTING BANNERS AND BANNER ARMS
REINSTALLED ON REPLACEMENT POLE
EXISTING LUMINAIRE REINSTALLED
ON PROPOSED CROOK ARM
PROPOSED #2 GREEN STRANDED COPPER
GROUND WIRE ROUTED UP POLE INTERIOR
PROPOSED SECONDARY SERVICE
CONDUCTORS ROUTED UP POLE
TO SQUARE D LOAD CENTER.
PROPOSED PREFABRICATED
HANDHOLE (TYP.)
PROPOSED SQUARE D LOAD CENTER
(Q08-16L100RB/CU) TO BE BANDED TO POLE
PROPOSED LGX PANEL TO BE
BANDED TO POLE
PROPOSED DROP CABLES FROM
QUAZITE BOX TO FIBER BOX
PROPOSED ALUMINUM POLE
(BY VERIZON WIRELESS G.C.).
SEE ATTACHMENT SHEET 1 FOR DETAILS.
PROPOSED C-BAND ANTENNA
(ERICSSON AIR 1672 )TO BE
INSTALLED ON POLE
EXISTING AUDIO SPEAKER REINSTALLED
ON REPLACEMENT POLE PROPOSED PREFABRICATED FESTOON
CASTING, GFCI RECEPTACLE.
EXISTING BANNERS AND BANNER
ARMS REINSTALLED ON
REPLACEMENT POLE
EXISTING LUMINAIRE REINSTALLED
ON PROPOSED CROOK ARM
PROPOSED CROOK ARM
(SEE ATTACHMENT SHEET 1)
PROPOSED PREFABRICATED FESTOON
CASTING, GFCI RECEPTACLE.
NOTES:
G.C. TO REFER TO RFDS SHEET FOR THE FINAL EQUIPMENT
CONFIGURATION AND VERIFY WITH LESSEE PM PRIOR TO
CONSTRUCTION REGARDING EQUIPMENT AVAILABILITY.
DESCRIPTION
REVISIONS
SHEET NUMBERSHEET TITLEDATE:PROJECT #:CHECKED BY:DRAWN BY:NO.BYDATE
A
B
C
ISSUED FOR REVIEW
ADD RFDS& UTIL. COOR; ISSUED FOR PERMITTING
UPDATED PER LATEST RFDS TO C-BAND ONLY
02/19/26
09/08/26
10/06/26
RC/DK
MM/DK
DKMDG# 5000971310W ANGELA1044 E ANGELA BLVDSOUTH BEND, IN 46617ACTAZ08/22/25265-0841701 GOLF ROAD,
TOWER 2, SUITE 400
ROLLING MEADOWS, IL 60008
PHONE: (847) 619-5397
FAX: (847) 706-7415PROPOSED SITEDIMENSIONSANT-2ANOTE:GENERAL CONTRACTOR TO PAINTPROPOSED EQUIPMENT SHERWIN-WILLIAMSB54B00155 BLACK, OR EQUIVALENT.SCALE: 3/8" = 1'-0" ±1PROPOSED EAST ELEVATIONSCALE: 3/8" = 1'-0" ±2PROPOSED SOUTH ELEVATION22" x 34" PRINT IS THE FULL SCALEFORMAT. ANY SIZE OTHER THANTHAT IS AT REDUCED SCALE.22" x 34" PRINT IS THE FULL SCALEFORMAT. ANY SIZE OTHER THANTHAT IS AT REDUCED SCALE.NOTES:1.FIBER TO BE CLEAN AND TESTED PRIOR TO CONNECTING TO RRUS.2.GENERAL CONTRACTOR TO INSTALL GROMMETS ON ALL POLEOPENINGS FOR VERIZON EQUIPMENT.3.THIS DRAWING IS FOR EXHIBIT AND LAYOUT PURPOSES ONLY.PLEASE REFER TO STRUCTURAL REPORTS PREPARED BYVALMONT INDUSTRIES, INC. (POLE) AND TERRA CONSULTINGGROUP (FOUNDATION).GRADEEXISTINGBOTTOM OF LOAD CENTER:18'-3" ± A.G.L.℄ OF C-BAND (AIR1672) ANTENNAS:25'-6" ± A.G.L.BOTTOM OF LGX PANEL:16'-6" ± A.G.L.TOP OF POLE:27'-8" ± A.G.L.NOMINAL MOUNTING HEIGHT:18'-5" ± A.G.L.BOTTOM OF BANNER ARM9'-9" ± A.G.L.4'-0"℄ OF FESTOON CASTING, GFCI:12'-10" ± A.G.L.NOMINAL MOUNTING HEIGHT:18'-5" ± A.G.L.TOP OF CONCRETE FDN:0'-8" ± A.G.L.BOTTOM OF LOAD CENTER:18'-3" ± A.G.L.℄ OF C-BAND (AIR1672) ANTENNAS:25'-6" ± A.G.L.BOTTOM OF LGX PANEL:16'-6" ± A.G.L.TOP OF POLE:27'-8" ± A.G.L.BOTTOM OF BANNER ARM9'-9" ± A.G.L.℄ OF FESTOON CASTING, GFCI:12'-10" ± A.G.L.TOP OF CONCRETE FDN:0'-8" ± A.G.L.NOTES:G.C. TO REFER TO RFDS SHEET FOR THE FINAL EQUIPMENTCONFIGURATION AND VERIFY WITH LESSEE PM PRIOR TOCONSTRUCTION REGARDING EQUIPMENT AVAILABILITY.
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415PROPOSED ANTENNA
CONFIGURATION
ANT-3PROPOSED ANTENNA CONFIGURATION
N.T.S.1
RF EMISSIONS REPORT REQUIRED
DATE OF REPORT: _________________________
YES NO
NOTE:
G.C. TO INSTALL ANTENNAS USING CENTERLINE
FROM PROPOSED ELEVATIONS SHEET
SCALE: N.T.S.2 ANTENNA AZIMUTH
SECTOR - ALPHA
AZIMUTH 75°
SECTOR - BETA
AZIMUTH 170°
SECTOR - GAMMA
AZIMUTH 275°
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415EQUIPMENT DETAILS
ANT-4AIR1672 INFORMATION
N.T.S.
NOTE:
G.C. TO APPLY 3M FILM
TO NR ANTENNAS TO
MATCH COLOR OF POLE.
ERICSSON AIR1672
AIR1672 B77D HEIGHT WIDTH DEPTH WEIGHT
WO PROTRUDING ITEMS 20.5"7.9"5.7"
26.5 LBSW/ PROTRUDING ITEMS 21.0"8.0"5.9"
SIZE AND WEIGHT:
1 SCALE: N.T.S
LGX PANEL DETAILS
FRONT VIEW SIDE VIEW
10.0"12.0"TOP VIEW
ISOMETRIC 12.0"6.0"
10.0"
WEIGHT =
20 POUNDS
NOTE:
1.LC TO LC BLOCK TO BE INSTALLED IN LGX PANEL.
2.INTERIOR OF LGX PANEL IS FABRICATED
BY MEADE ELECTRIC CO. INC.
2
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415METER BASE
INFORMATION
ANT-4A
NOTES:
METER BASE INSPECTION PRIOR TO ENERFIZING SERVICE, CONTACT:
SOUTH BEND BUILDING DEPARTMENT
215 S DOCTOR M.L.K. JR BLVD,
SOUTH BEND, IN 46601
(574) 235-9554
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415ANT-4B
H-FRAME
SCALE: 1/2" = 1'-0" ±2 H-FRAME SOUTH ELEVATION
SCALE: 1/2" = 1'-0" ±3 H-FRAME WEST ELEVATION
6'-0" MIN.18" MIN.5'-6"MAX.4'-6' MIN7'-0"GRADE
EXISTING
GRADE
EXISTING
PROPOSED UNDERGROUND
SECONDARY SERVICE
PROPOSED STUB UP
CONDUIT
PROPOSED UNDERGROUND
SECONDARY SERVICE TO LOAD
CENTER ON THE SUBJECT POLE
LOCATED ON E ANGELA BLVD
8'-0" PROPOSED GROUND ROD (SEE SHEET
E-3 FOR GROUNDING DETAILS)
PROPOSED GROUND WIRE (SEE SHEET
E-3 FOR GROUNDING DETAILS)
PROPOSED UNDERGROUND SECONDARY SERVICE
TO SC_EDDY_COMMON_NAPOLEON SITE
(LOCATED AT ADDRESS:
1145 N EDDY ST. SOUTH BEND, IN 46617)
8'-0" PROPOSED GROUND ROD (SEE
SHEET E-3 FOR GROUNDING DETAILS)
PROPOSED GROUND WIRE (SEE SHEET
E-3 FOR GROUNDING DETAILS)
PROPOSED UNDERGROUND
SECONDARY SERVICE TO LOAD
CENTER ON THE SUBJECT POLE
LOCATED ON E ANGELA BLVD1'-6"4'-6"SCALE: 1/2" = 1'-0" ±1 H-FRAME PLAN VIEW
5'-0" MAX
APPROVED METER MAIN,
4 TERMINAL/ RINGLESS, LEVEL BYPASS,
2 POSITIONS, 120/240V, 1Ø. MILBANK
#U5972-XT-LIS-BLG APPROVED METER MAIN,
4 TERMINAL/ RINGLESS, LEVEL BYPASS,
2 POSITIONS, 120/240V, 1Ø. MILBANK
#U5972-XT-LIS-BLG
4 SCALE: N.T.S
H-FRAME FOUNDATION DETAIL
GRADE
3' MIN4.5'6"1.5'
5' MAX.
Ø3" STD. GALVANIZED PIPE
12 GA UNISTRUT (TYP.) SPACED
AS NEEDED PER MOUNTING
PATTERN (P1000 "SL" SERIES OR
APPROVED EQUAL)
Ø1/2" U-BOLT FOR Ø3" STD.
PIPE (TYP.)
CONCRETE PIER (TYP.)
(4) #5 BARS EQUALLY SPACED (TYP.)
#3 TIES @ 12" O.C. (TYP.)
VIRGIN SOIL OR COMPACTED
BACKFILL WITH MINIMUM BEARING
CAPACITY OD 2,000 PSF (TYP.)
CONCRETE STRENGTH:
f 'c = 3,000 PSI
Rebar: Grade 60
SCH 40 PVC
CONDUIT
PVC TO PVC
ADAPTOR
SCH 80 PVC CONDUIT
(36" RADIUS)
PVC CAP
6" MIN.CONTRACTOR SHALL FURNISH
AND INSTALL ENGRAVED PLASTIC
LABELS "VERIZON WIRELESS, W
ANGELA" & "VERIZON WIRELESS,
EDDY STREET" AND PLACE
ABOVE RESPECTIVE ELECTRIC
METER SOCKETS
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415CABLE DIAGRAM
ANT-5
100A LOAD CENTER
W/ DISCONNECT
AIR1672 #2 AIR1672 #1AIR1672 #3
BBU
SCALE: N.T.S
CABLE DIAGRAM1
T-SFP28 25G 191.4-196.1
THz I-TEMP FIBER STRAND
NEW SET OF (3) CONDUCTORS
(TYP. OF 1 PER NEW ANTENNA)
NOTES:
G.C. TO REFER TO RFDS SHEET FOR THE FINAL EQUIPMENT
CONFIGURATION AND VERIFY WITH LESSEE PM PRIOR TO
CONSTRUCTION REGARDING EQUIPMENT AVAILABILITY.
NOTES:
ALL CABLES TO BE OUTDOOR RATED.
METER
BiDi CPRI CONNECTION
RDH10281/1 (TYP.)
BiDi CPRI CONNECTION
RDH10281/2 (TYP.)
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415FIBER DROP CABLE
DETAILS
ANT-6
COMMSCOPE PART: MHT - 06H200U - A0500F
PORT
POSITION
FIBER
PAIR
FIBER
STRAND BAND
1 1 1/2 28/39 GHz / CBRS
2 2 3/4 SPARE
3 3 5/6 SPARE
4 4 7/8 SPARE
5 NOT USED NOT USED NOT USED
6 NOT USED NOT USED NOT USED
DIMENSIONS
Cable Length 152.40 m | 500.00 ft
Depth 89.00mm | 3.50 in
Height 298.00 mm | 11.73 in
Outer Cable Dimensions 4.5 x 8.1 mm (1.78 x 0.32 in)
Weight, without cable 0.99 kg | 2.18 lb
Width 130.30 mm | 5.13 in
DESCRIPTION LENGTH
METERS (FEET)
PART
NUMBER
VERIZON
MMID
VERIZON
SSID TALLEY ITEM#GRAYBAR SKU#
2-Fiber Singlemode Hardened Drop Cable
HMFOC to LC Duplex Connector
1 (3)DFJ-2S320-1M 10819842 11353467 ANDDFJ-2S320-1M 26366619
3 (10)DFJ-2S320-3M 10819816 11353468 ANDDFJ-2S320-3M 26411796
4 (13)DFJ-2S320-4M 10819815 11353469 ANDDFJ-2S320-4M 26146138
5 (16)DFJ-2S320-5M 10819817 11353470 ANDDFJ-2S320-5M 26411797
10 (33)DFJ-2S320-10M 10819809 11353471 ANDDFJ-2S320-10M 26049847
15 (49)DFJ-2S320-15M 10829412 11365573 ANDDFJ-2S320-15M 26146139
20 (66)DFJ-2S320-20M 10819810 11353472 ANDDFJ-2S320-20M 26146137
25 (82)DFJ-2S320-25M 10819811 11353473 ANDDFJ-2S320-25M 26411795
30 (98)DFJ-2S320-30M 10819830 11353474 ANDDFJ-2S320-30M 26056017
50 (164)DFJ-2S320-50M 10819831 11353475 ANDDFJ-2S320-50M 26146140
Full AXS Weatherproofing Shroud
Moisture seal for fiber connections -FA-FWS-E-250 ***--ANDFA-FWS-E-250 25762741
MECHANICAL CHARACTERISTICS ORDERING INFORMATION TALLEY ITEM#GRAYBAR
SKU#
TOTAL LENGTH
(TIP-TO-TIP)WEIGHT INDIVIDUAL BULK*INDIVIDUAL INDIVIDUAL
4-PORT TERMINAL 443 mm (1.45 ft)0.21 kg (7.4 ounces)MPF-0448M1R43F-P MPF-0448M1R43F -25851266
8-PORT TERMINAL 643 mm (2.1 ft)0.21 kg (7.4 ounces)MPF-0848M1R43F-P MPF-0848M1R43F -25851267
12-PORT
TERMINAL 843 mm (2.8 ft)0.21 kg (7.4 ounces)MPF-1248M1R43F-P MPF-1248M1R43F -25851268
OPTICAL CHARACTERISTICS
INSERTION LOSS,
MAXIMUM REFLECTANCE, MAXIMUM
OPTITAP®SINGLE-FIBER CONNECTOR 0.40 dB ≤ 65 dB
OPTITIP®MULTI-FIBER CONNECTOR 0.62 dB ≤ 65 dB
* BULK ORDER QUANTITIES
4-PORT TERMINAL BULK ORDERS HAVE 8 UNITS
8-PORT TERMINAL BULK ORDERS HAVE 6 UNITS
12-PORT TERMINAL BULK ORDERS HAVE 6 UNITS
PRODUCT CLASSIFICATION
Product Type Wireless Fiber Cable Assemblies
Product Series FiberFeed FHBDW
GENERAL SPECIFICATIONS
Connector A, quantity 1
Connector B, quantity 2
Interface, Connector A Hardened SC/APC (Straight)
Interface, Connector B LC Duplex (Straight)
Cable
Black Jacket
Rating
Outdoor
Total Fibers, quantity (2) G.657.A2 Fibers
OPTICAL SPECIFICATIONS
Fiber Mode Singlemode
Fiber Type G.657.A2
Insertion Loss, Typical
(measured at 1310 and 1550 nm)0.75dB
DESCRIPTION
LENGTH
METERS
(FEET)
PART
NUMBER TALLEY ITEM#GRAYBAR
SKU#
2-Fiber Singlemode
Drop Assembly
(2) Hardened SC/APC
to (1) LC Duplex
3.05 m (10.0')FHBDW-H2Q22-0010F ANDFHBDW-H2Q22-001
0F 26411798
10.67 m (35.0')FHBDW-H2Q22-0035F ANDFHBDW-H2Q22-003
5F 26411799
15.24 m (50.0')FHBDW-H2Q22-0050F ANDFHBDW-H2Q22-005
0F 26411800
22.86 m (75.0')FHBDW-H2Q22-0075F ANDFHBDW-H2Q22-007
5F 26550098
30.48 m (100.0')FHBDW-H2Q22-0100F ANDFHBDW-H2Q22-010
0F 26411801
45.72 m (150.0')FHBDW-H2Q22-0150F ANDFHBDW-H2Q22-015
0F 26411802
76.20 m (250.0')FHBDW-H2Q22-0250F ANDFHBDW-H2Q22-025
0F 26550191
6
4
2
5
3
1
N.T.S.
COMMOSCOPE MHT SPECIFICATIONS & PORT ASSIGNMENTS1
NOTE:
G.C. TO PROVIDE CABLE PROTECTION
FOR EXPOSED FIBER CABLES ONLY
N.T.S.
CORNING OPTISHEATH MULTIPORT FLEX TERMINAL & ORDERING CHART3
N.T.S.
COMMOSCOPE HEKIAX MHT DROP CABLE ORDERING CHART2 N.T.S.
COMMOSCOPE HELIAX FLEX TERMINAL DROP CABLE SPECIFICATIONS & ORDERING CHART4
5.13"
3.5"11.73"
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415FIBER DROP CABLE
DETAILS
ANT-7
DESCRIPTION PART
NUMBER TALLEY ITEM#GRAYBAR SKU#
ConcealFab PIM Shield Snap-in Adapter 900860-10 CFB900860-10 26548533
ConcealFab PIM Shield Channel Runner Kit 900360-10 CFB900360-10 26399940
ConcealFab PIM Shield Plastic Snap-In, 4-7mm (3/16 - 1/4 in.)PSPS-0407-10 CFBPSPS-0407-10 26548536
ConcealFab PIM Shield Plastic Snap-In, 7-10mm (3/8 in.)PSPS-0710-10 CFBPSPS-0710-10 26548537
ConcealFab PIM Shield Plastic Snap-In, 10-14mm (1/2 in.)PSPS-1014-10 CFBPSPS-1014-10 26548538
ConcealFab PIM Shield Plastic Snap-In, 14-17mm (5/8 in.)PSPS-1417-10 CFBPSPS-1417-10 26548539
ConcealFab PIM Shield Cable Strap, Acetal (16 in.)900443-16-50 CFB900443-16-50 26399943
ConcealFab PIM Shield Cable Strap, Acetal (27 in.)900443-27-25 CFB900443-27-25 26399944
ConcealFab PIM Shield Snap-In Adapter (1 pos.)900939-10 -26552151
ConcealFab PIM Shield Snap-In Adapter Cube (5 pos.)900945-10 CFB900945-10 26552152
ConcealFab PIM Shield Hybrid Snap-In, 13-19mm (1/2 - 5/8 in.)PSHS-1319-10 CFBPSHS-1319-10 26376988
ConcealFab PIM Shield Hybrid Snap-In, 26-30mm (1 in.)PSHS-2630-10 CFBPSHS-2630-10 26376989
ConcealFab PIM Shield Hybrid Snap-In, 36-42mm (1-1/2 to 1-5/8
in.)PSHS-3642-10 CFBPSHS-3642-10 26548534
ConcealFab PIM Shield Hybrid Snap-In, 48-52mm (1-7/8 to 2 in.)PSHS-4852-10 CFBPSHS-4852-10 26548535
ConcealFab PIM Shield Cable Cushion, 4.5-6.5mm (3/16 - 1/4
in.)
Installed in Hybrid Snap-In PSHS-1319-10
PSCC-1001-10 CFBPSCC-1001-10 26399947
ConcealFab PIM Shield Cable Cushion, 6.6-8.5mm (1/4 - 5/16
in.);
Installed in Hybrid Snap-In PSHS-1319-10
PSCC-1002-10 CFBPSCC-1002-10 26399948
ConcealFab PIM Shield Cable Cushion, 8.6-10.5mm (5/16 in.);
Installed in Hybrid Snap-In PSHS-1319-10 PSCC-1003-10 CFBPSCC-1003-10 26399949
ConcealFab PIM Shield Cable Cushion, 10.6-12.5mm (7/16 - 1/2
in.);
Installed in Hybrid Snap-In PSHS-2630-10
PSCC-2001-10 CFBPSCC-2001-10 26376990
ConcealFab PIM Shield Cable Cushion, 12.6-15.5mm (1/2 - 5/8
in.);
Installed in Hybrid Snap-In PSHS-2630-10
PSCC-2002-10 -26552171
ConcealFab PIM Shield Cable Cushion, 15.6-17.5mm (5/8 -
11/16 in.);
Installed in Hybrid Snap-In PSHS-2630-10
PSCC-2003-10 -26552172
ConcealFab PIM Shield Cable Cushion, 19.6-30.3mm (7/8 to
1-3/16 in.);
Installed in Hybrid Snap-In PSHS-4852-10
PSCC-4001-10 -26552173
ConcealFab PIM Shield Multi-Function Cable Support Base 901043-10 CFB901043-10 26548019
ConcealFab PIM Shield Multi-Function Snap-In Adapter 901044-10 CFB901044-10 26548531
ConcealFab PIM Shield Multi-Function Snap-in Adapter 901045-10 CFB901045-10 26548532
ConcealFab PIM Shield Cable Support Rail 900363-6 CFB900363-6 26399942
Commscope SnapTak Hanger, 7.1 -10mm (5/16 - 3/8 in.)SSH-710 ANDSSH-710 26097980
Commscope SnapTak Hanger, 4-7mm (3/16 - 1/4 in.)SSH-47 ANDSSH-47 26097979
Commscope SnapTak Hanger, 10.1-14mm (7/16 - 1/2 in.)SSH-1014 ANDSSH-1014 26097981
Commscope SnapTak Hanger, 14.1-16mm (9/16 - 5/8 in.)SSH-1416 ANDSSH-1416 26097982
Commscope Snap-in Hanger Adapter SA-3C ANDSA-3C 26506170
Commscope PIM-Free Snap-in Hanger Adapter SA-1C ANDSA-1C 26159522
Commscope PIM-Free Multifunction Adapter for SnapTak
Hangers SA-1TR ANDSA-1TR 26380916
Commscope PIM free isolator for SnapStak cable hangers SA-ISO ANDSA-ISO 26513146
Commscope PIM free angle adapter UA-3C ANDUA-3C 26517586
Commscope SnapWrap Cable Management
(Pkg of 10 or 100)
SWH-200-10
SWH-200-100 ANDSWH-200-10 NO GB ID
Commscope Heliax Excess Discrete Fiber Coiling Reel
(accommodates 16ft of excess 7mm (1/4 in.) fiber; stackable)FBR-COIL-S ANDFBR-COIL-S 26550277
Commscope 2-Run Fiber Hanger Block, 5-7mm (1/4 in.)BHD-4MM ANDBHD-4MM 25960110
900860-10
(FOR POLE/WALL MOUNT)
SSH-710
(SNAPTAK HANGER)
SSH-47
(SNAPTAK HANGER)
900360-10
(FOR RAIL MOUNT)
PSPS-XXXX-10
(FOR CABLE SUPPORT MOUNT)
900443-XX-XX
(FOR CABLE SUPPORT MOUNT)
900939-10
(SUPPORTS SNAP-IN CABLE HANGERS)
900945-10
(SUPPORTS SNAP-IN CABLE HANGERS)
PSHS-XXXX-10
(FOR CABLE SUPPORT MOUNT)
PSCC-XXXX-10
(FOR HYBRID SNAP-IN)
SSH-1416
(SNAPTAK HANGER)
SA-3C
(SNAP-IN HANGER ADAPTER)
SSH-1014
(SNAPTAK HANGER)
SA-1TR
(SNAP-IN HANGER ADAPTER)
SWH-200-XX
(SNAPWRAP CABLE MANAGEMENT STRAP)
SA-ISO
(ISOLATOR FOR SNAPSTAK
CABLE HANGERS)
SA-1C
(SNAP-IN HANGER ADAPTER)
FBR-COIL-S
(FIBER COILING REEL)
901045-10
(SUPPORTS HYBRID SNAP-IN HANGERS)
901043-10
(SUPPORTS THREADED ROD)
901044-10
(SUPPORTS SNAP-IN STYLE CABLE HANGERS)
BHD-4MM
(2-RUN FIBER HANGER BLOCK)
900363-6
(SUPPORTS CHANNEL RUNNER KITS)
N.T.S.
PIM MITIGATION MOUNTING HARDWARE & ORDERING CHART1
NOTE:
1.G.C. TO ATTACH GHOST
TERMINAL TO HANDLE WALL.
2.DO NOT LEAVE FIBER TERMINAL
ON THE GROUND UNATTACHED.
UGE UGE
UGE UGE UGE UGE UGE UGE UGE UGE
UGE UGE
UGEGAS GAS GAS
GAS
GAS
GAS
GAS GAS
UGT
UGT
UGT
UGT
UGT
UGT
UGT UGT UGT UGEUGE
UGE UGE UGE UGE UGE UGEUGEUGEUGEUGE
UGE
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEDESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415E-1
ROUTING PLAN
UTILITYSCALE = N.T.S.SCALE = 1" = 4'SEE SHEET E-1, DETAIL-2
FOR ENLARGED UTILITY
ROUTING PLAN
FA
FBVF
SCALE: 1" = 6'2 ENLARGED UTILITY ROUTING PLAN
NOTE:
1.VERIZON WIRELESS G.C. TO FIELD LOCATE ALL SUBSURFACE UTILITIES PRIOR TO
CONSTRUCTION.
2.VERIZON WIRELESS G.C. TO REPAIR ALL GROUND SURFACE DAMAGES FROM
CONSTRUCTION BACK TO EXISTING CONDITIONS.
3.FIBER ROUTE IS PRELIMINARY. SEE FIBER PROVIDER DRAWINGS FOR FINAL FIBER
SURVEY.
SCALE: N.T.S.4 PHOTO OF EXISTING POWER SOURCE
SCALE: 1" = 6'3 ENLARGED UTILITY ROUTING PLAN
EXISTING
GRASS AREA
EXISTING
GRASS AREA
W ANGELA BLVD
NAPOLEON STREET
SCALE: N.T.S.1 UTILITY ROUTING PLAN
NOTE:
POWER PLAN PARTIALLY CREATED
OFF OF AERIAL IMAGE AS BOUNDARY
SURVEY DID NOT INCORPORATE THE
POWER SOURCE LOCATION.
VA
PA
VB
VC
VERIZON WIRELESS - UTILITY KEYED NOTES:
VA VERIZON WIRELESS G.C. TO INSTALL (1) 3" SCH40 CONDUIT FROM
METER BASE STUBED UP AT BASE OF EXISTING UTILITY POLE WITH
LONG SWEEP ELBOW. (±10' ).
G.C. TO INSTALL ONLY AFTER ALL THE MAKE READY WORK IS
COMPLETE.
VERIZON WIRELESS G.C. TO INSTALL METER BASE ON PROPOSED
H-FRAME. SEE METER DIAGRAM ON SHEET ANT-4A.
VERIZON WIRELESS G.C. TO INSTALL CONDUIT AND CONDUCTORS
FROM METER TO QUAZITE BOX (±830').
SEE SINGLE-LINE DIAGRAM ON SHEET E-2 FOR DETAILS.
VERIZON WIRELESS G.C. TO INSTALL QUAZITE BOX NEAR BASE OF
POLE TO REDUCE CONDUIT SIZE. SEE SINGLE-LINE DIAGRAM ON
SHEET E-2 FOR DETAILS.
VERIZON WIRELESS G.C. TO INSTALL CONDUIT FROM QUAZITE TO
BASE OF POLE, AND PULL CONDUCTORS TO LOAD CENTER (±30').
SEE SINGLE-LINE DIAGRAM ON SHEET E-2 FOR DETAILS.
VERIZON WIRELESS G.C. TO PULL DROP CABLES FROM PROPOSED
QUAZITE BOX TO FIBER BOX (±25').
VB
VC
VD
VE
VF
POWER PROVIDER - POWER KEYED NOTES:
PA
POWER PROVIDER TO MAKE CONNECTION TO POWER
SOURCE
FIBER PROVIDER - FIBER KEYED NOTES:
FA APPROXIMATE LOCATION OF PROPOSED QUAZITE BOX
WITH MHT (BY FIBER PROVIDER).
PROPOSED 2" SCH 40 CONDUIT FOR FIBER OPTIC
CABLE FROM PROPOSED QUAZITE BOX, THROUGH
FOUNDATION TO BASE OF POLE (BY FIBER PROVIDER)
FB
MATCH LINE "A"
SEE SHEET E-1A
DETAIL 1 & 2
SEE SHEET E-1, DETAIL-3
FOR ENLARGED UTILITY
ROUTING PLAN
EXISTING LIGHT POLE TO BE REMOVED AND
REPLACED WITH NEW LIGHT POLE IN SAME
LOCATION. PROPOSED LESSEE ANTENNA AND
EQUIPMENT TO BE INSTALLED ON REPLACEMENT
LIGHT POLE. SEE ANT-2 FOR DETAILS.
VCVD
VE SCALE = 1" = 4'PA
EXISTING LIGHT POLE TO BE REMOVED AND
REPLACED WITH NEW LIGHT POLE IN SAME
LOCATION. PROPOSED LESSEE ANTENNA AND
EQUIPMENT TO BE INSTALLED ON REPLACEMENT
LIGHT POLE. SEE ANT-2 FOR DETAILS.
PA
KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.
Call 811, 1-800-382-5544
CONTACT INDIANA 811 TWO WORKING DAYS
BEFORE STARTING PROJECTN EDDY STW ANGELA BLVD
VC
NAPOLEON ST
UTILITY PROVIDER
INDIANA MICHIGAB
POWER
REPRESENTATIVE
TOTAL DISTANCE
TO POWER
SOURCE
INDIANA MICHIGAN
POWER
TIMOTHY MARTIN
(574) 236-4920 ±830'N EDDY STEXISTING R.O.W. LINE
UGE UGE UGE
GAS
GASUGTUGTUGTUGT
UGT
UGE UGE UGE
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEGASGASGASUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEDESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415E-1A
ROUTING PLAN
UTILITY
SCALE: N.T.S.1 ENLARGED UTILITY ROUTING PLAN
VERIZON WIRELESS - UTILITY KEYED NOTES:
VA VERIZON WIRELESS G.C. TO INSTALL (1) 3" SCH40 CONDUIT FROM
METER BASE STUBED UP AT BASE OF EXISTING UTILITY POLE WITH
LONG SWEEP ELBOW. (±10' ).
G.C. TO INSTALL ONLY AFTER ALL THE MAKE READY WORK IS
COMPLETE.
VERIZON WIRELESS G.C. TO INSTALL METER BASE ON PROPOSED
H-FRAME. SEE METER DIAGRAM ON SHEET ANT-4A.
VERIZON WIRELESS G.C. TO INSTALL CONDUIT AND CONDUCTORS
FROM METER TO QUAZITE BOX (±830').
SEE SINGLE-LINE DIAGRAM ON SHEET E-2 FOR DETAILS.
VERIZON WIRELESS G.C. TO INSTALL QUAZITE BOX NEAR BASE OF
POLE TO REDUCE CONDUIT SIZE. SEE SINGLE-LINE DIAGRAM ON
SHEET E-2 FOR DETAILS.
VERIZON WIRELESS G.C. TO INSTALL CONDUIT FROM QUAZITE TO
BASE OF POLE, AND PULL CONDUCTORS TO LOAD CENTER (±30').
SEE SINGLE-LINE DIAGRAM ON SHEET E-2 FOR DETAILS.
VERIZON WIRELESS G.C. TO PULL DROP CABLES FROM PROPOSED
QUAZITE BOX TO FIBER BOX (±25').
VB
VC
VD
VE
VF
POWER PROVIDER - POWER KEYED NOTES:
PA
POWER PROVIDER TO MAKE CONNECTION TO POWER
SOURCE
FIBER PROVIDER - FIBER KEYED NOTES:
FA APPROXIMATE LOCATION OF PROPOSED QUAZITE BOX
WITH MHT (BY FIBER PROVIDER).
PROPOSED 2" SCH 40 CONDUIT FOR FIBER OPTIC
CABLE FROM PROPOSED QUAZITE BOX, THROUGH
FOUNDATION TO BASE OF POLE (BY FIBER PROVIDER)
FB
SCALE: N.T.S.2 ENLARGED UTILITY ROUTING PLAN
NOTE:
1.VERIZON WIRELESS G.C. TO FIELD LOCATE ALL SUBSURFACE UTILITIES PRIOR TO
CONSTRUCTION.
2.VERIZON WIRELESS G.C. TO REPAIR ALL GROUND SURFACE DAMAGES FROM
CONSTRUCTION BACK TO EXISTING CONDITIONS.
3.FIBER ROUTE IS PRELIMINARY. SEE FIBER PROVIDER DRAWINGS FOR FINAL FIBER
SURVEY.
NOTE:
POWER PLAN PARTIALLY CREATED
OFF OF AERIAL IMAGE AS BOUNDARY
SURVEY DID NOT INCORPORATE THE
POWER SOURCE LOCATION.
KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.
Call 811, 1-800-382-5544
CONTACT INDIANA 811 TWO WORKING DAYS
BEFORE STARTING PROJECT
W ANGELA BLVD
N EDDY STN EDDY STNAPOLEON ST
EXISTING SYMBOLS & UTILITIES LEGEND
UNDERGROUND ELECTRIC
FENCE LINE
UGE
UNDERGROUND FIBERUGF
UNDERGROUND GAS LINEGAS
OHE
OHF
OHT
OVERHEAD ELECTRIC
OVERHEAD FIBER
OVERHEAD TELCO
UTILITY LINE
PROPOSED SYMBOLS & UTILITIES LEGEND
UNDERGROUND FIBERUGF
OVERHEAD FIBEROHF
LIGHT POLE UTILITY POLE
UNDERGROUND POWERUGE
OVERHEAD POWEROHE
QUAZITE BOXMETER
STORM SEWER LINE
SANITARY SEWER LINE
WATERMAIN LINE
LIGHT POLE
UTILITY POLE
ELECTRIC PEDESTAL
ELECTRIC HANDHOLE
ELECTRICAL METER
GAS METER
SANITARY SEWER MANHOLE
OPEN GRATE STORM MANHOLE
STORM CURB INLET
STORM SEWER MANHOLE
WATER VALVE VAULT
WATER SERVICE VALVE
FIRE HYDRANT
SIGN
MAILBOX
TRANSFORMER PAD
COMM. HANDHOLE W/POST MARKER
COMMUNICATION PEDESTAL
10"Ø COMM. HANDHOLE
COMM. HANDHOLE
FOUND 3/4" IRON PIPE
FOUND OR SET CUT CROSS
BUILDING
ASPHALT
CONCRETE
DECIDUOUS TREE
NON-DECIDUOUS TREE
UNDERGROUND TELCO UGTSCALE = N.T.S.SCALE = N.T.S.MATCH LINE "A" SEE SHEET E-1A
DETAIL 2
MATCH LINE "A" SEE SHEET E-1A
DETAIL 1
EXISTING R.O.W. LINE
EXISTING
BUILDING
EXISTING CONCRETE SIDEWALK
EXISTING LANDSCAPING AREA
(TYP.)
EXISTING
HANDHOLES (TYP.)
EXISTING BRICK PAVER AREA
(TYP.)
VC
VC
SEE SHEET E-1, DETAIL-3
FOR ENLARGED UTILITY
ROUTING PLAN
PA
EXISTING R.O.W. LINE EXISTING EASEMENT
EXISTING
BUILDING
EXISTING R.O.W. LINE VC
EXISTING R.O.W. LINE
EXISTING
BUILDING
EXISTING LANDSCAPING AREA
(TYP.)
EXISTING BRICK PAVER AREA
(TYP.)
EXISTING PARKING AREA (TYP.)
SEE SHEET E-1, DETAIL-2
FOR ENLARGED UTILITY
ROUTING PLAN
EXISTING LIGHT POLE TO BE REMOVED AND
REPLACED WITH NEW LIGHT POLE IN SAME
LOCATION. PROPOSED LESSEE ANTENNA AND
EQUIPMENT TO BE INSTALLED ON REPLACEMENT
LIGHT POLE. SEE ANT-2 FOR DETAILS.
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415E-2
ROUTING DETAILS
UTILITY
2
AMERICAN NATIONAL STANDARDS INSTITUTE
AMERICAN SOCIETY FOR TESTING MATERIALS
NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION
NATIONAL FIRE PROTECTION ASSOCIATION
INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS
A.N.S.I.
UNDERWRITERS LABORATORIES, INC.
N.F.P.A.
N.E.M.A.
I.E.E.E.
A.S.T.M.
U.L.
NATIONAL ELECTRIC CODEN.E.C.
UTILITY NOTES:
THESE NOTES AND ACCOMPANYING DRAWINGS COMPLEMENT THE PROVISIONS
AND INSTALLATIONS BY THE ELECTRICAL CONTRACTOR, OF ALL LABOR,
MATERIALS AND EQUIPMENT REQUIRED TO INSTALL THE ELECTRICAL WORK
COMPLETE IN CONNECTION WITH THIS VERIZON WIRELESS SITE AND SHALL
INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:
1. THE PROVISIONS, INSTALLATION, AND CONNECTION OF A GROUNDING
ELECTRODE SYSTEM COMPLETE WITH SECONDARY GROUNDING, AND
CONNECTIONS TO THE INCOMING ELECTRICAL DISTRIBUTION EQUIPMENT.
2. THE PROVISION AND INSTALLATION OF AN OVERHEAD ELECTRICAL SERVICE
OR UNDERGROUND ELECTRICAL SERVICE AND ALL ASSOCIATED WIRE AND
CONDUIT AS REQUIRED AND/OR INDICATED ON PLANS.
3. THE PROVISION, INSTALLATION OF CONDUIT AND CONNECTIONS FOR LOCAL
FIBER SERVICE.
4. THE FURNISHING AND INSTALLATION OF THE ELECTRICAL SERVICE ENTRANCE
CONDUCTORS, CONDUITS, METER SOCKET, AND CONNECTIONS TO THE SERVICE
EQUIPMENT.
5. TWO INCH (2") AND THREE INCH (3") DIAMETER PVC CONDUITS SCHEDULE 40.
6. ALL PVC CONDUITS SHOULD BE LEFT WITH NYLON PULL CORD FOR FUTURE USE.
7. EXCAVATION, TRENCHING, AND BACKFILLING FOR CONDUIT(S), CABLE(S), AND
EXTERNAL GROUNDING SYSTEM.
WORK INCLUDES:
CODES, PERMITS, AND FEES:
1. ALL REQUIRED PERMITS, LICENSES, INSPECTIONS AND APPROVALS SHALL BE
SECURED AND ALL FEES FOR SAME PAID BY CONTRACTOR.
2. THE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE CODES: STATE,
LOCAL AND NATIONAL, AND THE DESIGN, PERFORMANCE CHARACTERISTICS
AND METHODS OF CONSTRUCTION OF ALL ITEMS AND EQUIPMENT SHALL BE
IN ACCORDANCE WITH THE LATEST ISSUE OF THE VARIOUS APPLICABLE
STANDARD SPECIFICATIONS OF THE FOLLOWING AUTHORITIES:
RACEWAYS AND WIRING:
1. WIRING OF EVERY KIND MUST BE INSTALLED IN CONDUIT, UNLESS NOTED
OTHERWISE, OR AS APPROVED BY THE ENGINEER.
2. UNLESS OTHERWISE SPECIFIED, ALL WIRING SHALL BE COPPER (CU) TYPE
THWN, SIZED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE.
4. RACEWAYS SHALL BE GALVANIZED STEEL, SIZED IN ACCORDANCE WITH THE
NATIONAL ELECTRICAL CODE, UNLESS OTHERWISE NOTED. ALL RACEWAYS
SHALL BE APPROVED FOR THE INSTALLATION.
5. PULL OR JUNCTION BOXES SHALL BE PROVIDED AS REQUIRED TO FACILITATE
INSTALLATION OF RACEWAYS AND WIRING. PROVIDE JUNCTION AND
PULLBOXES FOR CONDUIT RUNS WITH MORE THAN (360) DEGREES OF BENDS.
6. PROVIDE A COMPLETE RACEWAY AND WIRING INSTALLATION, PERMANENTLY
AND EFFECTIVELY GROUNDED IN ACCORDANCE WITH ARTICLE 250 OF THE
NATIONAL ELECTRICAL CODE AND LOCAL CODES.
7. ALL STEEL CONDUIT SHALL BE BONDED AT BOTH ENDS WITH GROUNDING
BUSHING.
GENERAL NOTES:
SEE DETAILS AND SCHEDULES ON DRAWINGS AND SPECIFICATIONS FOR
MEANING OF ABBREVIATIONS AND ADDITIONAL REQUIREMENTS AND
INFORMATION. CHECK ARCHITECTURAL, STRUCTURAL AND OTHER MECHANICAL
AND ELECTRICAL DRAWINGS FOR SCALE, SPACE LIMITATIONS, COORDINATION,
AND ADDITIONAL INFORMATION, ETC. REPORT ANY DISCREPANCIES, CONFLICTS,
ETC. TO ENGINEER BEFORE SUBMITTING BID. ALL EQUIPMENT FURNISHED BY
OTHERS (FBO) SHALL BE PROVIDED WITH PROPER MOTOR STARTERS,
DISCONNECTS, CONTROLS, ETC. BY THE ELECTRICAL CONTRACTOR UNLESS
SPECIFICALLY NOTED OTHERWISE. THE ELECTRICAL CONTRACTOR SHALL
INSTALL AND COMPLETELY WIRE ALL ASSOCIATED EQUIPMENT IN ACCORDANCE
WITH MANUFACTURER'S WIRE DIAGRAMS AND AS REQUIRED FOR A COMPLETE
OPERATING INSTALLATION. ELECTRICAL CONTRACTOR SHALL VERIFY AND
COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF (FBO)
EQUIPMENT PRIOR TO ROUGH-IN OF CONDUIT AND WIRING TO AVOID
CONFLICTS.
THE ELECTRICAL CONTRACTOR SHALL COORDINATE COMPLETE ELECTRICAL
SERVICE WITH LOCAL UTILITY COMPANY FOR A COMPLETE OPERATIONS
SYSTEM, INCLUDING TRANSFORMER CONNECTIONS, CONCRETE TRANSFORMER
PADS, IF REQUIRED, METER SOCKETS, PRIMARY CABLE RACEWAY
REQUIREMENTS, SECONDARY SERVICE, ETC. PRIOR TO SUBMITTING BID TO
INCLUDE ALL LABOR AND MATERIALS. THE ELECTRICAL CONTRACTOR SHALL
INCLUDE IN THE BID ANY OPTIONAL OR EXCESS FACILITY CHARGES ASSOCIATED
WITH PROVIDING ELECTRICAL SERVICE FROM LOCAL UTILITY COMPANY. VERIFY
BEFORE BIDDING TO INCLUDE ALL COSTS. THE ELECTRICAL CONTRACTOR SHALL
VERIFY THE AVAILABLE FAULT CURRENT WITH THE LOCAL UTILITY COMPANY
PRIOR TO SUBMITTING BID. ADJUST A.I.C. RATINGS OF ALL OVER CURRENT
PROTECTION DEVICES IN DISTRIBUTION EQUIPMENT AS REQUIRED TO
COORDINATE WITH AVAILABLE FAULT CURRENT FROM LOCAL UTILITY COMPANY.
ALL GROUNDING RODS PROVIDED BY THE POWER OR TELEPHONE UTILITY
COMPANIES MUST BE TIED INTO THE MAIN EXTERNAL GROUND RING.
COORDINATION WITH UTILITY COMPANY:
3. ALL EXPOSED WIRING TO THE LOAD CENTER AND/OR DISCONNECT BOX TO
BE PROTECTED BY BLACK LIQUID TIGHT COUNDUIT
3
SCALE: N.T.S.
QUAZITE PULL BOX DETAIL18"NOTE:
ALL STUB-UP CONDUITS INSIDE PULL
BOXES WILL BE 6" FROM TOP OF BOX
AND HAVE PULL STRINGS AND CAPS
QUAZITE LOGO
SKID RESISTANT
SURFACE MS-86
Ø 3/8 [10] S.S.
FLAT WASHER
2 PLACES
3/8 - 7 X 3 1/2 [89] S.S.
HEX HEAD AUGER BOLT
2 PLACES
2X Ø 5/8 [16] THRU W/
Ø1 1/4 [32] X 1/2 [13]
DEEP C'BORE
PG1324HH00FA4
PG1324PW501
(OPTIONAL)25"15-
1
/
2
"
PG1324B623
1/2 [13] X 4 [102] PULL
SLOT W/ Ø 3/16 [5] CENTER
PIN 2 PLACES
Q08-16L100RB LOAD CENTER SPECS
N.T.S.
FRONT VIEW SIDE VIEW TOP VIEW
8.88"12.65"BREAKER DIAGRAM
4.27"12.65"8.88"4.27"SEE BREAKER
DIAGRAM
2.50" Ø MAX.0.28" Ø
(3 HOLES)
KNOCKOUTS
SYMBOL
IN
MM
0.50
13.0
A
0.75
19.0
B
1.00
25.0
C
1.25
32.0
D
A, B, C, D
(BOTH SIDES)
A, B, C, D
A, B, C, D
(REAR)
A, B, C, D
A, BA A, BA
WEIGHT = 9.73 POUNDS
100 AMP - 8/16 MAIN LUG. LOAD CENTER
LOAD NEUTRAL(S)SERVICE BOND #2 TO NEUTRAL BUSS
BOND SCREW
LOAD GROUNDS
MAIN LUGS NOT
USED (A & B)
NEUTRAL
00
N
0
B
G
LINE 1 LINE 2
0
A
PK2MB
0 0 0 0
A B A B A B
0 0 0
A B
SPARE
RETAINING
CLIP PER NEC
C-BAND
ANTENNAS
1 & 2
1P TANDEM
15A
QOT1515
C-BAND
ANTENNAS
3 & SPARE
1P TANDEM
15A
QOT1515
LOAD 7 LOAD 800
QOT1515
0LOAD 5 LOAD 6LOAD 1 LOAD 2
SPARESERVICE MAIN
DISCONNECT
DUAL POLE
60AMP
QO260
LOAD 3 LOAD 4
SPARE SPARE
2
4
1 CONDUIT ROUTING DIAGRAM
SCALE: N.T.S.
GRADE
CONTRACTOR SHALL BUILD INTO THE PRICE OF
THE BID THE COST OF TWO (2) MOBILIZATIONS:
1) POWER/FIBER PERMIT PULLED PRIOR TO
BUILDING PERMIT AND PRELIMINARY WORK
(SMART JACK ON A STICK, ETC) COMPLETED
PRIOR TO GENERAL CONSTRUCTION
2) RETURN TO COMPLETE GENERAL
ELECTRICAL CONSTRUCTIONUGPUGP
UGPUGPUGPGRADE
PROPOSED LOAD CENTER
W/ DISCONNECT.
8 POSITION BREAKER
DROP CABLES ROUTED
UP INTERIOR OF POLE
TO FIBER BOX
(BY VERIZON WIRELESS G.C.)
LESSEE LIGHT POLE
UGFUGFUGFPROPOSED FIBER BOX
SECONDARY CONDUCTORS
ROUTED UP INTERIOR OF
POLE TO DISCONNECT
(BY VERIZON WIRELESS G.C.)
NOTE:
1. FIBER TO BE CLEAN AND TESTED
PRIOR TO CONNECTING TO RRUS.
2. FIBER STRANDS TO BE FED THROUGH
CONDUIT BY VERIZON WIRELESS G.C.
EXISTING POWER SOURCE
(BY OTHERS)
PROPOSED FOUNDATION
PROPOSED LESSEE
GROUND ROD
"E"
F
A
C
D
FIBER DEMARC (DESIGN AND PERMITTING BY OTHERS)
LEGEND
(1) NEW 2" SDR 11 HDPE UNDERGROUND CONDUIT FOR POWER FROM NEW LESSEE METER TO NEW LESSEE HANDHOLE NEAR SUBJECT POLE BASE
(1) 2" SCH. 40 PVC CONDUIT FOR POWER FROM QUAZITE HANDHOLE TO LOAD CENTER
GC TO RE-ROUTE UNDERGROUND CONDUIT FOR STREET LIGHTING THROUGH NEW CONCRETE FOUNDATION
"F""A""B"
POWER CONDUIT FROM POWER SOURCE TO METER PEDESTAL
B
"C"
"D"
E (1) 2" SCH. 40 PVC CONDUIT FOR FIBER FROM QUAZITE HANDHOLE TO FIBER BOX
FIBER QUAZITE BOX
POWER QUAZITE BOX WITH REDUCER
SPLICE (WHEN APPLICABLE) (BY
VERIZON WIRLESS G.C.) 30" MIN.PROPOSED METER
NOTE:
REDUCER SPLICE SPEC:
CONDUCTOR: #12-350
PORTS: 2, IN-LINE
LISTING: UL
486D,SUBMERSIBLE
BASIS: BURNDY
UGS350ULDB
FUSEHOLDER SPEC:
CONDUCTOR: #4 LINE, #4
LOAD
QTY. COND. PER TERM. : 1
TYPE: BREAKAWAY
BASIS: BUSSMANN HEB/
HET SERIES
PHASE: HEB-JW-RLC-J
NEUT: HET-JW-RLC-J
SUBMERSIBLE BOOT: Y
NOTE: COORDINATE
SPEC WITH
CONDUCTOR SIZES
BURIED QUAZITE HANDHOLE
FOR POWER CONNECTIONS
3/4" Ø 8'-0" COPPER CLAD GROUND ROD
LOAD CENTER (SQUARE D MODEL
#:QO816L100RB), W/60A MAIN BREAKER
W/RETAINER CLIP
(SQUARE D MODEL #: PK2MB)
(3) #4 AWG AND (1) #8 AWG
GRND CU XHHW-2 WIRES
FROM QUAZITE HANDHOLE
TO LOAD CENTER
N.T.S.
SINGLE LINE DIAGRAM
60A
2P
7
3 & 4
8
15A (TANDEM)
15A (TANDEM)
15A (TANDEM)
15A (TANDEM)
(SPARE)
G
N
BREAKER CONFIGURATION PER RFDS EQUIPMENT
C-BAND #1
C-BAND #2
C-BAND #3BREAKER POSITIONSPOWER SERVICE
(BY UTILITY PROVIDER)
REMOVE
BONDING
SCREW
"L" LENGTH OF POWER ROUTE FROM POWER
SOURCE TO PEDESTAL
L = 300' #1 AWG. CU XHHW-2, (1) #6 AWG
CU GND IN 2" Ø HDPE
300 < L ≤ 600 L.F.(3) 3/0 XHHW, IN 4" Ø HDPE
600 < L ≤ 900 L.F.(3) #250KCMIL XHHW, IN 4" Ø HDPE
NOTE:
SERVICE FEEDER BASIS OF DESIGN:
SERVICE ENTRANCE CONDUCTORS ARE
BASED ON DESIGN LOAD OF 60A AND
ARE SIZED TO PREVENT VOLTAGE DROP
EXCEEDING 3%. CONTRACTOR SHALL
VERIFY ALL LUG SIZES AND COORDINATE
REQUIREMENTS WITH UTILITY PROVIDER.
100A
2P
G N
APPROVED METER MAIN,
4 TERMINAL/ RINGLESS,
2 POSITIONS, 120/240V, 1Ø.
MILBANK #U5972-XT-LIS-BLG
LEGEND
GROUNDING WIRE
AC POWER
CONDUCTORS
NEUTRAL
CONDUCTOR
GRNBLKREDWHTWHT
BLK
RED
GRN
3"Ø CONDUIT BY VERIZON
WIRELESS G.C., CONDUCTORS BY
UTILITY PROVIDER
SEE TABLE FOR CORRECT
CONDUCTOR SIZE
NEW IN-LINE FUSE (TYP.
PER CONDUCTOR)
NOTES:
1.C-BAND ANTENNA WIRE SIZE: (2) #12, (1) #12G IN 3/4" C (TYP. OF 3).
6
SPARE5
SPARE
2
SPARE1
SPARE
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415E-2A
DESIGN DETAILS
UTILITY
1 SCALE: N.T.S.
DISCONNECT PEDESTAL
(MEANS OF FIRST MAIN DISCONNECT)
GROUND WIRE
CONNECTED TO
NEUTRAL BUSBAR
NEUTRAL BONDING
JUMPER INSTALLED
TO BOND NEUTRAL
TO GROUND
2 SCALE: N.T.S.
QUAZITE HANDHOLE
IN-LINE FUSES INTALLED
ON CONDUCTORS COMING
FROM POWER SOURCEGROUND WIRE TO DISCONNECT
PEDESTAL TO GROUND ROD
GROUND WIRE TO LOAD CENTER
CONNECTED TO GROUND ROD
CONDUITS ARE TERMINATED
ADEQUATELY BELOW TOP OF
BOX, ALLOWING CABLES TO
BEND FREELY WITHOUT KINKS
OR DAMAGE
BOTTOM OF QUAZITE BOX
SHOULD BE FILLED WITH
CRUSHED GRAVEL NOT DIRT
VERIZON'S WILLIAM FRICK
LABEL INSTALLED
3 SCALE: N.T.S.
LOAD CENTER
(VERIZON DISCONNECT)
BONDING
SCREW
REMOVED
PHASE TAPING-NEUTRAL
DO NOT USE
MAIN LUG
EARTH GROUND CONDUCTOR
TO GROUND BUS
PHASE TAPING-GROUND
CONNECT ALL EQUIPMENT
GROUNDS TO GROUND BUS
- VERIZON REQUIRED
G.C. TO F&I HUBBEL
LIQUID-TIGHT CONDUIT
FITTING (OR APPROVED
EQUIVALENT); MATCH SIZE
AND COLOR OF THE CONDUIT
LIQUID-TIGHT CONDUIT
MATCHING POLE COLOR
INSTALLED WHEN ROUTING
CONDUCTORS FROM BOTTOM
OF LOAD CENTER
GREEN PHASE TAPE
NEEDS TO BE INSTALLED
ON GROUND WIRE BELOW
LOAD CENTER
STRAIN RELIEF CABLE
GRAB CONNECTOR
PREFERED BY VERIZON
PLASTIC INSULATED
BUSHING
MAIN BREAKER RETAINING
BLOCK INSTALLED
- VERIZON REQUIRED
MAIN DISCONNECT
BREAKER LABELED AS
"MAIN"
DO NOT USE MAIN LUG
IMPORTANT NOTES:
· WHEN ROUTING POWER AND NEUTRAL THROUGH A DISCONNECT PEDESTAL
OR A METERED DISCONNECT, THAT DISCONNECT PEDESTAL OR METERED
DISCONNECT WILL BE THE MEANS OF FIRST MAIN DISCONNECT. A NEUTRAL
BONDING JUMPER NEEDS TO BE INSTALLED TO BOND NEUTRAL TO GROUND
INSIDE THE DISCONNECT PEDESTAL OR METERED DISCONNECT.
**INSIDE THE LOAD CENTER ON THE POLE, THE GREEN BONDING SCREW HAS
TO BE REMOVED AND THE NEUTRALS AND GROUNDS SEPARATED.
· VERIZON REQUIRES THAT ALL EQUIPMENT GROUNDS BE TERMINATED AT
GROUND BUSBAR
· IF ROUTING CONDUCTORS FROM POLE HANDHOLE TO BOTTOM OF LOAD
CENTER, NON-METALLIC LIQUID TIGHT FLEXIBLE CONDUIT MATCHING POLE
COLOR SHALL BE USED, OTHERWISE, ROUTE CONDUCTORS FROM BACK OF
LOAD CENTER
· ANY CONDUCTOR USED AS NEUTRAL MUST HAVE A WHITE INSULATION OR
HAVE A WHITE BAND WRAPPED AROUND CONDUCTOR (PHASE TAPING) - NEC
REQUIRED
· ANY CONDUCTOR USED AS GROUND MUST HAVE A GREEN INSULATION OR
HAVE A GREEN BAND WRAPPED AROUND CONDUCTOR (PHASE TAPING) - NEC
REQUIRED
· WILLIAM FRICK LABELS TO TAG ALL POWER CABLES SHALL BE INSTALLED IN
THE FOLLOWING PLACES:
**AT SERVICE CONNECTION POINT AT POWER SOURCE (RISER POLE, GROUND
TRANSFORMER, POWER PEDESTAL, MANHOLE)
**INSIDE QUAZITE HANDHOLE
**IN HANDHOLE ON POLE
· THE FOLLOWING INFORMATION TO BE PLACED ON THE WILLIAM FRICK TAG:
**UTILITY NAME: "VERIZON"
**SERVICE TYPE: "POWER"
**VZW SITE ID
**UTILITY COMPANY NB ACCT #
**24/7 EMERGENCY NUMBER: 1-800-264-6620
· QUAZITE HANDHOLE SHALL BE INSTALLED ON 4"-6" MINIMUM OF 3/4" CRUSHED
GRAVEL
· LABEL TO IDENTIFY MAIN BREAKER TO BE INSTALLED ON MAIN BREAKER OR AT
MINIMUM BE IDENTIFIED IN THE LEGEND
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415E-3
AND DETAILS
GROUNDING PLAN
2
Type VN
Type VS
Type GT
Type TA
Type HS
Type GY
Type GR
Type NC
Type VV
Type XB
EXOTHERMIC AND HARGER ULTRAWELD OR APPROVED EQUAL
EXOTHERMIC WELD DETAILS
HORIZONTAL CABLE TAP TO
VERTICAL STEEL SURFACE OR
THE SIDE OF HORIZONTAL PIPE
THROUGH CABLE TO
TOP OF GROUND ROD.
TEE OF HORIZONTAL RUN
AND TAP CABLES.
HORIZONTAL CABLE TAP TO
HORIZONTAL STEEL SURFACE
OR PIPE. CABLE OFF SURFACE.
CABLE TAP DOWN AT 45° TO
VERTICAL STEEL SURFACE OR SIDE
OF HORIZONTAL OR VERTICAL PIPE.
THROUGH CABLE TO SIDE
OF GROUND ROD
THROUGH VERTICAL CABLE TO
VERTICAL STEEL SURFACE OR
TO THE SIDE OF EITHER
HORIZONTAL OR VERTICAL
PIPE
CABLE TAP TO TOP OF GROUND
ROD
THROUGH AND TAP CABLES
TO GROUND ROD
CROSS OF HORIZONTAL
CABLES. LAPPED AND NOT
CUT
1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC
PROCESS CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES,
ETC. ALL CABLE TO GROUND RODS, GROUND RODS SPLICES AND
LIGHTNING PROTECTION SYSTEM AS INDICATED. GROUND FOUNDATION
ONLY AS INDICATED BY PM. ALL MATERIALS USED (MOLDS, WELDING,
METAL, TOOLS, ETC.) SHALL BE BY EXOTHERMIC PROCESS
AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND
PROCEDURES. GROUND CONDUCTOR SHALL HAVE A MINIMUM 24" BENDING
RADIUS.
2. ALL EXOTHERMIC CONNECTIONS ON GALVANIZED SURFACES SHALL BE
CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWO
COATS OF SHERWIN-WILLIAMS GALVITE (WHITE) PAINT B50W3 (OR EQUAL) OR
SHERWIN- WILLIAMS SILVERBRITE (ALUMINUM) B59S11 (OR EQUAL).
3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE
ANTI-OXIDANT COMPOUND APPLIED TO CONNECTION
GROUNDING ELECTRODE SYSTEM NOTES:
6. UTILITY COMPANY COORDINATION: ELECTRICAL CONTRACTOR SHALL
CONFIRM THAT ALL WORK IS IN ACCORDANCE WITH THE RULES OF THE
LOCAL UTILITY COMPANY BEFORE SUBMITTING THE BID, THE CONTRACTOR
SHALL CHECK WITH THE UTILITY COMPANIES SUPPLYING SERVICE TO THIS
PROJECT AND SHALL DETERMINE FROM THEM ALL EQUIPMENT AND
CHARGES WHICH THEY WILL REQUIRE AND SHALL INCLUDE THE COST IN
THE BID.
7. GROUND TEST: GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY
LESSEE STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT
EXCEED 5 OHMS.
8. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEST REPORT AS
FOLLOWS:
5/8" DIAMETER x 8'-0" LONG COPPER CLAD
GROUND ROD (HARGER-588)
5/8" DIAMETER X 8'-0" LONG COPPER CLAD
GROUND ROD WITH INSPECTION WELL
#2 AWG TNND SOLID BARE COPPER WIRE
MINIMUM 42" BELOW GRADE (HARGER-L2)
EXOTHERMIC WELD
1. ONE (1) COPY TO OWNER REPRESENTATIVE
2. ONE (1) COPY TO ENGINEER
3. ONE (1) COPY TO KEEP INSIDE EQUIPMENT ENCLOSURE
LEGEND:
UGE UNDERGROUND POWER LINE
UGF UNDERGROUND FIBER LINE
OHE OVERHEAD POWER LINE
GAS GAS LINE
OHT OVERHEAD TELCO LINE
MECHANICAL CONNECTION
1
KNOW WHAT'S BELOW. CALL BEFORE YOU DIG.
Call 811, 1-800-382-5544
CONTACT INDIANA 811 TWO WORKING DAYS
BEFORE STARTING PROJECT
N.T.S.
TYPICAL GROUNDING SCHEMATIC
#2 GREEN STRANDED COPPER CONDUCTOR
GRADE
POLE
100 AMP LOAD CENTER FIBER BOX
(2) LESSEE GROUND RODS
6'
#2 AWG CU BONDING
CONDUCTOR
#4 AWG SOLID BARE COPPER CONDUCTOR
(TYP. FOR TAIL CONNECTIONS)
AIR1672
(TYP.)
COMPRESSION
CONNECTOR (TYP.)
3
4 1
NOTE:
ELECTRICAL CONTRACTOR TO INSTALL GROUND ROD AS BEST FIT. IN SOME
INSTANCES, SITE CONDITIONS MAY DICTATE GROUND ROD PLACEMENT.
DETAIL IS FOR SCHEMATIC PURPOSES ONLY.
SCALE: N.T.S.
TYPICAL NODE GROUNDING PLAN
HOMERUN GROUND FROM
ANTENNA BRACKET
1
2
LIGHT POLE
GROUND ROD
6
4
3
5
TYPICAL KEYED GROUNDING NOTES
#2 GREEN STRANDED COPPER CONDUCTOR, 42" BELOW GRADE
(TYPICAL) MINIMUM 24" BENDING RADIUS
5/8" DIAMETER X 8'-0" LONG COPPER CLAD GROUND ROD (HARGER-588)
WITH EXOTHERMIC CONNECTION
1
2 ENCLOSURE GROUND (TYP.) IN 1/2" DIAMETER SCHEDULE 40 PVC CONDUIT
4
ELECTRIC METER AND ELECTRIC SERVICE GROUNDING,
COORDINATE ALTERNATE WITH PM5
3
#2 AWG TNND SOLID COPPER CONDUCTOR
42" BELOW GRADE
GROUND H-FRAME POST TO GROUND LEAD WITH #2 AWG SOLID
BARE TINNED COPPER GROUND WIRE ENCASED IN 3/4" SEALTITE
LFNC-B, EXTEND SEALTITE 18" BELOW GRADE (TYP. OF 2)
6
METER
GROUND ROD
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415STRUCTURAL
DETAILS
S-1SCALE: N.T.S
LGX PANEL
LOAD CENTER
SCHEMATIC RADIO & EQUIPMENT MOUNT
POLE
STAINLESS
STEEL CLAMP
(TYP.)
SCHEMATIC C-BAND ANTENNA MOUNT
SCALE: N.T.S.
POLE/PIPE
PROPOSED 3/4" HEAVY DUTY
STAINLESS STEEL BANDING,
COMMSCOPE OR APPROVED
EQUAL
PROPOSED POLE
MOUNTING KIT
1 2
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415STRUCTURAL
DETAILS
S-21SCALE: N.T.S
CITY OF SOUTH BEND BRICK PAVER REPLACEMENT DETAIL CITY OF SOUTH BEND COMMERCIAL SIDEWALK DETAIL
SCALE: N.T.S2
NOTES:
BRICK PAVER PREPARATION
1.REMOVE ORGANIC, UNSTABLE OR UNCONSOLIDATED MATERIAL FROM SITE, VERIFY CONFORMANCE OF
SUBGRADE PREPARATION, COMPACTED DENSITY AND ELEVATIONS TO SPECIFIED REQUIREMENTS.
2.CLEAN AND RE-USE EXISTING STREET BRICK PAVERS REMOVED DURING SITE DEMOLITION. REMAINING PAVERS
NOT USED WILL BE RETURNED TO THE CITY.
3.PLACE COMPACTED AGGREGATE NO. 53 TO LINES AND GRADE.
4.SPREAD #12 LIMESTONE CHIPS EVENLY OVER CRUSHED STONE BASE COURSE AND SCREED RAILS.
(SCREED TO 1 INCH MINIMUM THICKNESS:
a) DO NOT SPREAD #12 LIMESTONE CHIPS BEYOND AREA TO BE COVERED BY PAVERS THE SAME DAY. PRIOR TO
RECOMMENCEMENT OF WORK, REMOVE, REPLACE AND RE-SCREED #12 LIMESTONE CHIPS NOT COVERED WITH
PAVERS THE PREVIOUS WORK DAY.
b) DO NOT DISTURB SCREEDED SETTING BED. RE-SCREED DISTURBED SETTING BED.
5.LAY PAVERS BY HAND IN PATTERN(S) MATCHING EXISTING LAYOUT.
a) LAY FULL PAVERS FIRST.
b) MIX PAVERS FROM AT LEAST TWO PALLETS TO PRODUCE UNIFORM COLOR BLENDS.
6.PROVIDE 1/16 INCH TO 3/16 INCH WIDE JOINTS BETWEEN PAVERS. ADJUST PAVERS TO FORM STRAIGHT BOND
LINES AND APPROPRIATE JOINT WIDTHS. MAXIMUM BOND LINE VARIATION SHALL BE +-_INCH OVER A 50 FOOT
STRING LINE.
7.FILL GAPS AT PAVED AREA EDGES WITH CUT PAVERS.
a) CUT PAVERS SHALL NOT BE SMALLER THAN 1/3 (ONE-THIRD) OF A WHOLE PAVER EXCEPT WHERE PATTERN IS
TO BE MAINTAINED AND A SMALLER PIECE IS SURROUNDED BY A FULL PAVER AND CONCRETE BANDING.
8.DO NOT PERMIT TRAFFIC, INCLUDING CONSTRUCTION EQUIPMENT, ON PAVERS BEFORE INITIAL COMPACTION
AND JOINT FILLING. DISTURBED AREAS OF PAVERS SHALL BE TAKEN UP, THE SETTING BED RE-SCREEDED AND
PAVERS RE-LAID.
9.VIBRATE PAVERS INTO SETTING BED USING A HIGH FREQUENCY/LOW-AMPLITUDE PLATE COMPACTOR CAPABLE
OF 3,000 LBF TO 5,000 LBF AT A 75 TO 100 HZ FREQUENCY. PROTECT PAVERS FROM CHIPPING DURING
COMPACTION BY USING A RUBBER MATT, RUBBER ROLLERS OR OTHER APPROVED MATERIALS PLACED OVER
PAVERS. DO NOT COMPACT WITHIN 6 FEET OF UNRESTRAINED EDGES. REMOVE CRACKED OR DAMAGED PAVERS
AND REPLACE WITH NEW UNITS.
10.AFTER PAVERS ARE FULLY SETTLED AND FREE FROM MOVEMENT, SIMULTANEOUSLY SPREAD, SWEEP AND
COMPACT DRY #12 LIMESTONE CHIPS INTO JOINTS UNTIL THEY ARE COMPLETELY FILLED AND CHIPS NO LONGER
FALLS INTO JOINTS.
11.PROTECT AREAS NOT COVERED WITH CUT AND COMPACTED PAVERS WITH WATERPROOF COVERING
OVERNIGHT.
NOTES:
BRICK PAVER PREPARATION
1.CLASS "A" CONCRETE TO BE USED IN ALL WALKS AND APPROACHES.
2.UTILITY POLES, HYDRANTS, ETC. MUST BE WRAPPED WITH 1/2" EXPANSION MATERIAL PRIOR TO CONCRETE POUR.
3."CURING CONCRETE"- AS PER INDOT STANDARD SPECIFICATIONS SECTION 501 (PARAGRAPH 501.20). USE A CURING COMPOUND IMMEDIATELY (WHITE MEMBRANE ONLY
ACCEPTED CURE).
4.CONCRETE FORMS SHALL BE AT LEAST AS HIGH AS THE THICKNESS OF THE ITEM SHOWN. LUMBER OF NOMINAL DIMENSION SHALL NOT BE USED IF LESS THAN THE
DESIGN THICKNESS.
5.PROPER COMPACTION PER INDOT STANDARD SPECIFICATION SECTION 604 (PARAGRAPH 604.03(B)) IS REQUIRED FOR ALL WALKS AND APPROACHES.
6.BLANKETS SHALL BE UTILIZED ON CONCRETE WHEN TEMPERATURE IS EXPECTED TO FALL BELOW 50°F.
7.A PEDESTRIAN ACCESS ROUTE (4'-0" MIN. WIDTH, 1.5% MAX. CROSS SLOPE) SHALL BE PROVIDED WITHIN ALL COMMERCIAL SIDEWALKS.
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415SP-1
SPECIFICATIONS
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415TC-1
CONTROL PLAN
TRAFFIC
NOTES:
1.DETAIL PROVIDED IS FOR
REFERENCE ONLY. REFER TO
THE CURRENT VERSION OF
WORK ZONE TRAFFIC CONTROL
GUIDELINES BY INDIANA
DEPARTMENT OF
TRANSPORTATION TRAFFIC
CONTROL FOR MORE
INFORMATION.
2.VERIZON WIRELESS G.C. TO BE
FAMILIAR WITH THE CURRENT
VERSION OF INDIANA
DEPARTMENT OF
TRANSPORTATION STANDARDS
FOR TRAFFIC CONTROL.
3.VERIZON WIRELESS G.C. TO
PROVIDE OTHER METHODS OF
TRAFFIC CONTROL DEEMED
APPLICABLE PER JOB
LOCATION AND CONDITIONS.
DESCRIPTIONREVISIONSSHEET NUMBER
SHEET TITLE
DATE:
PROJECT #:
CHECKED BY:
DRAWN BY:NO.BYDATEABCISSUED FOR REVIEWADD RFDS& UTIL. COOR; ISSUED FOR PERMITTINGUPDATED PER LATEST RFDS TO C-BAND ONLY02/19/2609/08/2610/06/26RC/DKMM/DKDKMDG# 5000971310
W ANGELA
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
AC
TAZ
08/22/25
265-0841701 GOLF ROAD,TOWER 2, SUITE 400ROLLING MEADOWS, IL 60008PHONE: (847) 619-5397FAX: (847) 706-7415TC-2
CONTROL PLAN
TRAFFIC
NOTES:
1.DETAIL PROVIDED IS FOR
REFERENCE ONLY. REFER TO
THE CURRENT VERSION OF
WORK ZONE TRAFFIC CONTROL
GUIDELINES BY INDIANA
DEPARTMENT OF
TRANSPORTATION TRAFFIC
CONTROL FOR MORE
INFORMATION.
2.VERIZON WIRELESS G.C. TO BE
FAMILIAR WITH THE CURRENT
VERSION OF INDIANA
DEPARTMENT OF
TRANSPORTATION STANDARDS
FOR TRAFFIC CONTROL.
3.VERIZON WIRELESS G.C. TO
PROVIDE OTHER METHODS OF
TRAFFIC CONTROL DEEMED
APPLICABLE PER JOB
LOCATION AND CONDITIONS.
2" DIA. ALUMINUM COUPLING LOCATED54" UP FROM BUTT OF POLE &ORIENTATED 270° RIGHT OF HANDHOLE"E" OVERALL POLE HEIGHTPOLE SHAFT FABRICATED FROM6063-T4 ALUMINUM TUBE (POLEASSEMBLY IS HEAT TREATED TOT6 CONDITION AFTER WELDING)6.22" O.D. @ POLE TOPFACTORY INSTALLED VIBRATIONDAMPENER LOCATED "I" FROMBUTT OF POLE"2ND HH""3RD HH""4TH HH""5TH HH"(3) 2 3/8" x 4" EXTERNALLY REINFORCEDALUMINUM HANDHOLE OPENING &ALUMINUM DOOR, WITH A GASKET(1) 2 3/8" x 4" EXTERNALLY REINFORCEDALUMINUM HANDHOLE OPENING &ALUMINUM DOOR, WITH A GASKET(1) 2 3/8" x 4" EXTERNALLY REINFORCEDALUMINUM HANDHOLE OPENING &ALUMINUM DOOR, WITH A GASKET"1ST HH"OPEN POLE TOP"6TH HH"EXTERNAL FESTOON CASTING,GFCI RECEPTACLE, & COVER(SEE "DIMENSION TABLE")"ARM" NOMINAL MOUNTING HEIGHT"H" NOMINAL MOUNTING HEIGHT4'-9" SMOOTH(4) NON-BREAKAWAY BANNERARMS FOR (2) 24" WIDE BANNERSLOCATED 90° & 270° RIGHT OFHANDHOLE (SEE "PAGE 2")"BAN. ARMS"4'-0""FESTOON" NOMINAL MOUNTING HEIGHTSINGLE BISHOPS CROOK ARM W/(4) 1/2"-13 x 2" LG. SS BOLTS,(4) 1/2" SS SPLIT-LOCK WASHERS, &(4) 1 1/4" O.D. SS FLAT WASHERS(SEE "ARM DETAIL", "DIMENSION TABLE"; &SEE "POLE MOUNTING PLATE DETAIL" ON "PAGE 2")FOOTING, REINFORCINGROD, AND PVC CONDUIT(BY OTHERS)CAST ALUMINUM ANCHOR BASE BENEATHTWO-PIECE AVALON ALUMINUM CLAMSHELL(SEE "DETAIL A" & "DETAIL B")90°180°270°BISHOPS CROOK ARM,BANNER ARMS0°1ST HANDHOLE,6TH HANDHOLE,EXTERNAL FESTOONORIENTATION DETAIL12 FLAT FLUTE2ND HANDHOLE,3RD HANDHOLE,4TH HANDHOLE,5TH HANDHOLE,2" COUPLING,BANNER ARMSBUTT OF POLETO BOTTOM OFANCHOR BASE(4) 1"-8 x 36" LG. PARTIALLYGALVANIZED ANCHOR BOLTS(MIN. YIELD STRENGTH 55 KSI)13 1/2" DIA. MIN.BOLT CIRCLE15" DIA. MAX.BOLT CIRCLE(4) BOLT SLOTSDETAIL BDETAIL A5" BASEHEIGHT12 15/16"7/32"3/8"10" O.D. x "WALL"@ BUTT OF POLE"1ST HH"4" x 6" REINFORCED ALUMINUMHANDHOLE OPENING WITH5/16"-18 HOLE FOR A GROUNDCONNECTOR AND FLUSHFITTING ALUMINUM DOOR,WITH A GASKETALUMINUMPOLE SHAFT51"NOTE: CLAMSHELLNOT SHOWN9 5/8" I.D.TWO-PIECE AVALONALUMINUM CLAMSHELL(ONE HALF SHOWN)26 1/4" O.D.ARM DETAILR15"9 1/2"40 1/16"8 1/2"1 1/2" SCH. 80(1.900" x .200" WALL)ALUMINUM PIPE ARM(6061-T6 ALLOY)24 7/16"56"2 1/2"TYP.(2) 1 1/2" SCH. 80(1.900" x .200" WALL)ALUMINUM PIPE SUPPORTS(6061-T6 ALLOY)4"4" W. x 1/2" THK.RECTANGULAR ALUMINUM(6061-T6 ALLOY)3/4" I.D. RUBBER GROMMET1 1/2" ZINC BUTT CAP3/16"CHG'D CLAM & FLUTE, MV'D COUPLING04-23-261PTPSCAST ANCHOR BASE FLUTED POLE1ALUMINUM ALLOYPOWDER PAINT - BLACK DBLVERIZON - TERRA CONSULTING - W ANGELATHE WILL GROUPPTP02-02-26A5994412DIMENSION TABLEEHIWALL1ST HH2ND HH3RD HH4TH HH5TH HH6TH HHFESTOONARMBAN. ARMS27'-0"17'-10"16'-0".219"1'-6"LOC.@ 0°14'-6"LOC.@ 270°17'-0"LOC.@ 270°19'-9'LOC.@ 270°23'-3"LOC.@ 270°26'-0"LOC.@ 0°12'-1"LOC. @ 0°15'-5"LOC.@ 90°9'-1"LOC. @90° & 270°Valmont Industries, Inc. Structures Division20805 Eaton Ave Farmington, Minnesota 55024-7932Phone: (651) 463-8990 (800) 899-7577Fax: (651) 463-3349**CONFIDENTIAL**The information contained in this drawing is privileged and confidential,and may be protected from disclosure. Please be aware that any use ordissemination of this drawing may be subject to legal restriction or sanction.TITLE:MODEL NO.:MATERIAL:FINISH:PROJECT:SOLD TO:SHIP TO:P.O. NO:REP:REVDATEREVISION DESCRIPTIONBY/PAGE:DWG NO:DATE:APPR BY:CHK'D BY:DWN BY:QTY:POLE RATING (PER AASHTO 2013):3-SEC GUST WIND SPEED: 90 MPH MAXEXISTING FIXTURE: 1.79 SQ. FT. MAX. AND 32 LBS MAX.ANTENNA & MOUNT @ 29'-6" A.G.L.: 3.57 SQ. FT. AND 64 LBS(3) 5G RADIOS @ 25'-4" A.G.L.: 4.2 SQ. FT. AND 80 LBS TOTAL4G EQUIPMENT @ 22'-0" A.G.L.: 8 SQ. FT. AND 199 LBSLOAD CENTER @ 19'-0" A.G.L.: 0.94 SQ. FT. AND 10 LBSLGX PANEL @ 16'-0" A.G.L.: 1 SQ. FT. AND 20 LBSSPEAKER @ 14.5FT A.G.L.: 1 SQ. FT. AND 10 LBSMETER SOCKET @ 5.5 FT A.G.L.: 1 SQ. FT. AND 10 LBSTWIN 48IN x 24IN NON BKWY BANNERS WITHLOWER ARMS @ 9.75FT A.G.L.25 LBS OF CABLE (AXIALLY LOADED)1111
(2) 2 1/4" DIA. DISKS1/8"(2) 1 1/4" SCH. 80(1.660" O.D. x .191" WALL)ALUMINUM PIPE ARMS(6061-T6 ALLOY)AAALUMINUM SHAFT1 1/2"2 1/2"25"(2) 1/4"-20 x 2 1/2" LG. SS HEX BOLTS(2) 1/4"-20 SS NYLON-INSERTHEX LOCKNUTS(4) 1/4" I.D. x 5/8" O.D. SS WASHERSSECTION A-A(2) 2" O.D. x .250" WALL x 2 1/2" LG.ALUMINUM TUBE COUPLINGS(BORED TO 1.695" I.D.)(6063-T6 ALLOY)TYP.TYP.3/8"BANNER ARM DETAIL3/4"2 1/2"2"4"12"2 1/2"3/4"Ø1" WIRE ACCESS HOLE(EDGES DEBURRED)DRILL & TAP(4) 1/2"-13 HOLES THRUPLATE & POLE WALL7/16"7/8"3/16"3/16"TOP VIEWTYP.(2) Ø3/8" ALUMINUMRODS FOR WELDING(6061-T6 ALLOY)POLE MOUNTING PLATE DETAIL(LESS POLE SHAFT)6" ALUMINUM SHAFT MOUNTINGEXTRUSION (6061-T6 ALLOY)CHG'D MOUNTING04-23-261PTPSDETAILSALUMINUM ALLOYPOWDER PAINT - BLACK DBLVERIZON - TERRA CONSULTING - W ANGELATHE WILL GROUPPTP02-02-26A5994422Valmont Industries, Inc. Structures Division20805 Eaton Ave Farmington, Minnesota 55024-7932Phone: (651) 463-8990 (800) 899-7577Fax: (651) 463-3349**CONFIDENTIAL**The information contained in this drawing is privileged and confidential,and may be protected from disclosure. Please be aware that any use ordissemination of this drawing may be subject to legal restriction or sanction.TITLE:MODEL NO.:MATERIAL:FINISH:PROJECT:SOLD TO:SHIP TO:P.O. NO:REP:REVDATEREVISION DESCRIPTIONBY/PAGE:DWG NO:DATE:APPR BY:CHK'D BY:DWN BY:QTY:1
SHEET NUMBER:W ANGELA
27' ALUMINUM POLE
SOUTH BEND, IN
TCG PROJECT # 265-084
S-1
ELEVATION VIEW8'-2"2'-6"
DIA.
A
C
B
GRADE
FOUNDATION NOTES:
1.TOWER AND FOUNDATION DESIGN HAS
BEEN COMPLETED IN ACCORDANCE
WITH THE 2018 INTERNATIONAL
BUILDING CODE AND THE TIA-222-H
STANDARD.
2.CONCRETE SHALL HAVE A MINIMUM
28-DAY COMPRESSIVE STRENGTH OF
4,000 PSI, IN ACCORDANCE WITH ACI
318-11.
3.REBAR TO CONFORM TO ASTM A615
GRADE 60.
4.ALL REBAR TO HAVE A MINIMUM OF 3”
CONCRETE COVER.
5.ALL EXPOSED CONCRETE CORNERS TO
BE CHAMFERED 3/4”.
6.THE FOUNDATION DESIGN IS BASED ON
THE FOLLOWING FACTORED LOADS:
MOMENT = 25 K-FT
AXIAL = 1 K
SHEAR = 2 K
7.TOTAL CONCRETE VOLUME: 2 CUBIC
YARDS
8.FOUNDATION HAS BEEN DESIGNED
USING THE USING THE FOLLOWING
PRESUMPTIVE SOIL PROPERTIES
PROVIDED IN ANNEX F OF TIA-222 H
STANDARD:
UNIT SOIL WEIGHT: 110 PCF
COHESION: 500 PSF
ULTIMATE BEARING CAPACITY: 3000 PSF
ANCHOR RODS TO BE
INSTALLED PER
MANUFACTURER'S
SPECIFICATIONS
(1) 2" Ø CONDUIT SLEEVE
FOR POWER & (1) 2" Ø
CONDUIT SLEEVE FOR
FIBER (2 TOTAL)
REINFORCING BAR SCHEDULE
ITEM QUANTITY SIZE SPACING
A 9 #6 EQUALLY
B 2 #4 (2) BARS WITHIN TOP/BOTTOM 5"
C 9 +/-#4 12" O.C.42" MAX.B30" MIN.(2) 1" Ø CONDUIT FOR
TOWER GROUND LEADS
7'-6"0'-8"(2) 2" Ø CONDUIT FOR
STREET LIGHTING
PROPOSED PROJECT POLE:
Latitude: N 41° 41' 33.80"
Longitude: W086° 14' 09.16"
CE
E
E E E E E E E E E E E
E E
EGAS GAS GAS GAS GAS GAS GAS GASCCCCCCC
C
C
C C C
Brick Paver Border
4 Story Brick Building
Bench
Electric Outlet
Asphalt Pavement
(Variable Width, Public Right of Way)
ANGELA BOULEVARD
Concrete Curb
Concrete Curb and Gutter
Street Light and Traffic
Signal Light with Mast-Arm
C C C ES
S
Concrete Sidewalk
Concrete Wall
Traffic Signal Box on Pad
Overhang
6" 740.61 740.76 740.75 740.
7
8
740.81 740.6
9 740.84 740.65 740.65 740.43 740.42 740.41
740.57 740.37 739.86 739.83 740.
2
7 739.84 740.04 740.18 739.86 739.79 740.
1
1
740.28 740.42
740.45 740.48
740.44 740.43 740.33 740.67 740.3
2 740.23 740.35 739.95 739.91 740.4
4
740.41 740.40 740.43 740.39
740.65 740.67 740.75 740.70 740.76 740.7
9
740.81 740.86 740.65 740.87 740.78 7
4
0
.
7
5
740.78 740.72 740.64 740.64 740.38 740.
3
7 740.08 740.34 739.85 740.00 739.87 739.78 739.68 739.62 739.50 739.96 739.94 739.
9
3
740.06 739.61 740.08 739.55
739.83 740.30 740.47 739.99 740.47 739.
9
4
740.05 740.48 740.89 740.83 740.18Concrete Pavement
Landscape Median
Brick Paver
SITE BENCHMARK:
Chiseled Square on Concrete Walk
Elevation = 740.41
EDDY STREET COMM
O
N
S
M
A
J
O
R
S
U
B
D
I
V
I
S
I
O
N
(SECTION ONE)
LOT 1
Tax ID: 71-08-01-229-
0
0
3
.
0
0
0
-
0
2
6
Grass
South Right of Way Line 20.8'55.7'
Concrete Wall
North Line of Lot 1
Communication Marked Clear
Existing Light Pole
Storm Sewer ManholeS
Irrigation Control Valve
THAT PART OF THE PUBLIC RIGHT OF WAY OF ANGELA BOULEVARD
LYING NORTH OF AND ADJACENT TO LOT 1 IN EDDY STREET
COMMONS MAJOR SUBDIVISION (SECTION ONE) ACCORDING TO
THE PLAT THEREOF RECORDED AUGUST 26, 2008 AS DOCUMENT
0828220, IN THE OFFICE OF THE RECORDER, ST JOSEPH COUNTY,
INDIANA.
PROJECT NO.
CHECKED BY: KWS
SITE DESIGNATION INFORMATION:
770687
DRAWN BY: EM
NOT TO SCALE
PREPARED FOR:
SMALL CELL - SITE SURVEY
CNVDADE
&
MA EINYV
SU
R
P IPA N G GPutting the
Pieces Together....
Since 1984
JOB No.: 265-084
THERE WAS NO SNOW COVER, BUT PILED PLOWED
SNOW UP TO 6" AT THE TIME OF THE FIELD SURVEY.
RIGHT OF WAY SHOWN HEREON ARE BASED UPON
THE RECORDED SUBDIVISION PLATS UNLESS NOTED
OTHERWISE.
THE SURVEYOR EXPRESSES NO OPINION AS TO THE
ACCURACY OF ANY UNDERGROUND UTILITIES WHEN
NOT READILY VISIBLE FROM THE SURFACE. IT IS
RECOMMENDED THAT THE APPROPRIATE
GOVERNMENTAL AGENCY, MUNICIPALITY AND/OR
UTILITY COMPANY BE CONTACTED FOR VERIFICATION.
THE TAX ID NUMBER FOR THE PROPERTY LYING
SOUTH OF AND ADJACENT TO THE PROJECT POLE IS
71-09-06-101-002.000-026.
SEE SHEET 2 OF 2 FOR THE SURVEYOR'S REPORT.
A CURRENT TITLE REPORT WAS NOT FURNISHED TO
US FOR OUR USE IN PREPARING THIS SURVEY.
THEREFORE THERE MAY BE ADDITIONAL EASEMENTS
AND/OR SERVITUDES EFFECTING THIS PROPERTY
WHICH ARE NOT SHOWN ON THIS SURVEY.
SOURCE BENCHMARK: NGS MONUMENT
DESIGNATION - F 20
PID - ME0108
STATE / COUNTY - IN / ST JOSEPH
USGS QUAD - SOUTH BEND WEST (2019)
ELEVATION = 737.37 (NAVD88)
BENCHMARK INFO
UNDERGROUND
UTILITY LOCATE
811 TICKET # 25121804174
ORDERED: 12/18/2025
MARKED BY: 12/23/2025
LEGEND
LOCATION MAP
SURVEYOR'S CERTIFICATE
SURVEY NOTES
LEGAL DESCRIPTION
STATE OF ILLINOIS
SS
COUNTY OF KANE
I, KEITH W. STODDARD, AN INDIANA REGISTERED LAND SURVEYOR,
DO HEREBY CERTIFY THAT THE PLAT SHOWN HEREON, BEING
COMPLETED IN THE FIELD ON 12/23/2025 IS A CORRECT
REPRESENTATION OF A SURVEY PERFORMED AT AND UNDER MY
DIRECTION.
THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR A
LAND BOUNDARY AND TOPOGRAPHIC SURVEY SET FORTH BY INDIANA
STATE LAW.
ALL DIMENSIONS ARE IN FEET AND DECIMAL
PARTS THEREOF.
GIVEN UNDER MY HAND AND SEAL
THIS 28TH DAY OF JANUARY, A.D. 2026.
L-1SHEET
1 OF 2
PREPARED BY:
PHONE: (847) 619-5397 FAX: (847) 706-7415
ROLLING MEADOWS, ILLINOIS 60008
1701 GOLF ROAD, TOWER 2, SUITE 400
O' 10' 20' 40'
11" X 17" PRINT IS THE FULL SCALE FORMAT OF THIS SURVEY.
ANY OTHER SIZE IS AT AN ADJUSTED SCALE.
SCALE : 1" = 20'
89 MILS
5°1'
CENTER OF QUAD MAP
DECLINATION AT
0°32'
UTM GRID AND 2022
MAGNETIC NORTH
9 MILS
MN
GN
BEARINGS SHOWN HEREON ARE BASED ON
INDIANA STATE PLANE, EAST ZONE, NAD83 (2011)
BASIS OF BEARING
MEAN MAGNETIC DECLINATION
OBTAINED FROM U.S.G.S.
7 1/2 MINUTE SERIES MAP
SOUTH BEND EAST QUADRANGLE
STATE OF INDIANA
LATITUDE: N 41° 41' 33.80"
LONGITUDE: W086° 14' 09.16"
AT CENTER OF PROJECT POLE
COMPLIES WITH F.A.A. 1/A ACCURACY REQUIREMENTS
REVISION
FIELD SURVEY COMPLETED12/23/20251.
01/28/20252.FINAL SURVEY COMPLETED
NO.DATE
KEITH W. STODDARD
INDIANA REGISTERED LAND SURVEYOR NO. 20000004
LICENSE EXPIRES 7/31/2026
OFOE RDLS20000004
N
STATE OFK
A
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ND
IR N
US
D
RV
AI
oN .!!OYE
A RANWTIH OS
E S
.
SI
T
D
AD
PLW ANGELA
5000971310
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
ST JOSEPH COUNTY
Underground Communication LineC
740.48 Spot Elevation
Communication ManholeC
Underground Storm Line
E Underground Electric Line
ASM Consultants, Inc.
Professional Land Surveying and Engineering
16 E Wilson St - Batavia IL 60510
(630) 879-0200 - advanced@advct.com
Professional Design Firm #184-006014 expires 4/30/2027
COPYRIGHT 2026, ASM CONSULTANTS, INC. ALL RIGHTS RESERVED.c
Depressed Curb
Storm Curb Inlet
Underground Gas LineGAS
Electric ManholeE
Communication Handhole
Building
Asphalt Pavement
Concrete Pavement
Traffic Signal Light
Brick Pavers
6"
Deciduous Tree and
size in inches
SITE
4 Story Brick Building
Asphalt Pavement
(Variable Width, Public Right of Way)
ANGELA BOULEVARD
Concrete Curb
Concrete Curb and Gutter
Concrete Sidewalk
EDDY STREET
COMMONS MAJOR
SUBDIVISION
(SECTION ONE)
LOT 1
South Right of Way Line
(80' Public Right of Way)EDDY STREET Tax ID: 71-08-01-229-003.000-026(Variable Width, Public Right of Way)
NAPOLEON BOULEVARDN.02°44'02"W. 512.14'S.78°02'36"E. 47.16'S.89°21'11"E. 130.00'N.88°23'08"E. 24.38'S.00°20'45"E. 504.25'(S.78°02'36"E. 47.16')(S.89°21'11"E. 130.00')(N.88°23'08"E. 24.38')(N.02°44'02"W. 512.14')(S.00°20'45"E. 504.25')(N.88°57'46"W. 179.14')
N.88°57'46"W.179.14'West Right of Way LineNorth Line of Lot 1
PROJECT NO.
CHECKED BY: KWS
SITE DESIGNATION INFORMATION:DRAWN BY: EM
NO.DATE REVISION
FIELD SURVEY COMPLETED
2.
1.
770687
12/23/2025
01/28/2026
L-2SHEET
2 OF 2
PREPARED BY:
PREPARED FOR:
SMALL CELL - SITE SURVEYCN
VDADE
&
MA EINYV
SUR
P IPA N G GPutting the
Pieces Together....
Since 1984
0' 40' 80' 160'
SCALE : 1" = 80'
BEARINGS SHOWN HEREON ARE BASED ON
INDIANA STATE PLANE, EAST ZONE, NAD83 (2011)
PHONE: (847) 619-5397 FAX: (847) 706-7415
ROLLING MEADOWS, ILLINOIS 60008
1701 GOLF ROAD, TOWER 2, SUITE 400
AS REQUIRED BY TITLE 865, ARTICLE 1, CHAPTER 12, OF THE INDIANA
ADMINISTRATION CODE ("RULE 12"), THE FOLLOWING OBSERVATIONS
AND OPINIONS ARE SUBMITTED REGARDING THE VARIOUS
UNCERTAINTIES IN THE LOCATIONS OF THE LINES AND CORNERS
ESTABLISHED IN THIS SURVEY AS A RESULT OF UNCERTAINTIES IN
REFERENCE MONUMENTATION; IN RECORD DESCRIPTIONS AND PLATS;
IN LINES OF OCCUPATION; AND AS INTRODUCED BY RANDOM ERRORS
IN MEASUREMENT ("RELATIVE POSITIONAL ACCURACY"). THERE MAY
BE UNWRITTEN RIGHTS ASSOCIATED WITH THESE UNCERTAINTIES.
THIS SURVEY IS WITHIN THE ALLOWABLE RELATIVE POSITIONAL
ACCURACY FOR MEASUREMENTS CONTROLLING LAND BOUNDARY'S
FOR SUBURBAN SURVEYS: 0.13 FOOT (40 MILLIMETERS) PLUS 100
PARTS PER MILLION.
THE PURPOSE OF THIS SURVEY WAS TO DETERMINE THE SOUTH RIGHT
OF WAY LINE OF ANGELA BOULEVARD BEING ALSO THE NORTH LINE OF
LOT ONE IN EDDY STREET COMMONS MAJOR SUBDIVISION (SECTION
ONE). MONUMENTATION FOUND ON THE PERIMETER OF SAID
SUBDIVISION WAS USED TO ESTABLISH THE BOUNDARY OF LOT 1.
BEARING BASE INDIANA STATE PLANE, EAST ZONE, (NAD83-2011)
NO CLEAR POSSESSION LINE DISCREPANCIES WERE OBSERVED IN THE
PERFORMANCE OF THIS SURVEY.
SURVEYOR'S REPORT
JOB No.: 265-084
W ANGELA
5000971310
1044 E ANGELA BLVD
SOUTH BEND, IN 46617
ST JOSEPH COUNTY
ASM Consultants, Inc.
Professional Land Surveying and Engineering
16 E Wilson St - Batavia IL 60510
(630) 879-0200 - advanced@advct.com
Professional Design Firm #184-006014 expires 4/30/2027
COPYRIGHT 2026, ASM CONSULTANTS, INC. ALL RIGHTS RESERVED.c
FINAL SURVEY COMPLETED
BOARD OF PUBLIC WORKS AGENDA ITEM REVIEW REQUEST FORM
Date 10/02/2026
Name Zach Hurst Department DPW
BPW Date 10/13/2026 Phone Extension 3057
Review and Approval Required Prior to Submittal to Board
Diversity Compliance
and Inclusion Officer Officer Name
BPW Attorney Attorney Name
Dept. Attorney Attorney Name
Purchasing
Check the Appropriate Item Type – Required for All Submissions
Professional Services Agreement Contract Proposal Open Market Contract Amendment/Addendum Special Purchase, QPA Bid Opening Bid Award Req. to Advertise Title Sheet Quote Opening Quote Award Reject Bids/Quotes Proposal Opening C/O & PCA No. PCA
Chg. Order, No. Traffic Control Resolution Other: Ease./Encroach
Required Information
Company or Vendor Name Colliers Engineering & Design, for Verizon Wireless
New Vendor Yes If Yes, Approved by Purchasing
No
MBE/WBE Contractor MBE WBE Completed E-Verify Form Attached Yes No Project Name West Angela Small Cell Installation
Project Number
Funding Source N/A
Account No.
Amount
Terms of Contract
Purpose/Description Request approval of Encroachment Permit for new Small Cell (5G) antenna
for Eddy Street Commons. Matt Ament – matta@terraltd.com
For Change Orders Only
Amount of Increase Decrease
$
($ ) Previous Amount $
Current Percent of Change:
Increase
Decrease
%
( %)
New Amount $
Total Percent of Change:
Increase
Decrease
%
( %)
Time Extension Amount: New Completion Date: