HomeMy WebLinkAbout8300 W. 38th Avenue - 2020CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address:— 5� 367c;
Permit Number:
I.J No one available for inspection: Time IP m
Re -inspection required: Yes No
When corrections have been made, schedule for re -inspection online at:
http://Www. ci. wheatridge. co. us/inspection
Date: V a, ?'C�20 Inspector:
DO NOT REMOVE THIS NOTICE
i
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
❑ No one available for inspection: Time +' AM/PM
Re -Inspection required: Yes No
When corrections have been made, schedule for re -inspection online at:
http✓/www. ci. wheatridge. co. uslinspection
Date: Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE -
IT
Inspection Type:_
Job Address:"'
Permit Number:
i&x. t rs.....-..,.
❑ No one available for inspection: Time /PM
Re -Inspection required: Yes(
When corrections have been made, s 1 �ins�ecti n online at:
htt ://www ci.wheatrid e.cO.usfins a ion { i s ��
p g p
Dat/ � . Inspector:
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type: q4z
Job Address: r7+ ,
Permit Number: r
-
3
❑ No one available for inspection: Time Nl/PM
Re -Inspection required: YesNo .;
When corrections have been made, sche� -in pectiorj„Qnlineat:
http://www.ci.wheatridge.co.us�nspectont lG#
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
❑ No one available for inspection: Time AM/PM
Re -Inspection required: Yes No
When corrections have been made, schedule for re -inspection online at:
http://www. cL wheatridge. co. us/inspection
Date: /0 Inspector:
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
qp-
InspectionType:
r H(-�
Job Address: ac�c�� C_X.7
Permit Number: i
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❑ No one available for inspection: Time
Re -Inspection required: Yes No
When corrections have been made, sched?�le for
httpYlwww.ci.wheatridge.co.uslinspecti'?n/,/__
Dat Inspe to
AM/PM
at.
i CITY OF WHEAT RIDGE
Vr-
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address:
Permit Number:
❑ No one available for inspection ;lime AM/PM
Re -Inspection required: Yes. No
"Whenfgorrections have been made, schedule for re -inspection online at:
http✓lTw.ct a tri09eWdd uslinspectib `r
Date
Inspector:
DO NOT REMOVE THIS NOTICE
8300 w 38th ave
Sierra Stauffer
From: no -reply@ ci.wheatridge.co.us
Sent: Thursday, October 8, 2020 2:45 PM
To: Sierra Stauffer
Subject: Online Form Submittal: Building Inspection Request Form
CAUTION: External Sender. Use caution when clicking on links or attachments.
Building Inspection Request Form
UPDATED INFORMATION - PLEASE READ:
With the continued spread of the COVID-19 virus, the following procedures have
been implemented: Boiler inspections are postponed. Exterior inspections, non -
occupied and new construction projects will continue to be inspected. We will not
be entering occupied homes to conduct inspections. Other methods of
inspection will be used at the inspector's discretion. Proof of code compliance
will be asked of the homeowner or contractor via pictures, face -time, or other
means as deemed acceptable by the building official, if feasible. We appreciate
your patience during this time.
To request a building inspection, please complete the following form in its entirety
The City does not provide same day inspections. Inspections received by 11:59
p.m. will be scheduled for the following day, unless a different date is specified on
the request.
Please have all work completed prior to requesting your inspection. Inspectors can
arrive anytime after 7:30 am until 3:30 pm. A reinspect fee may apply if inspector
arrives and work is not ready for inspection.
The AM/PM schedule is posted daily on the Inspections page located here:
http://www.ci.wheatridge.co.us/281Building-Inspections This is the correct Permit
Building Permit Number
Project Address
Is the property occupied?
WykeIl1iE:BI[
403 Quarter Circle Lane
Yes
I acknowledge the inspection will be Yes
terminated if the GC or person requesting
inspection on-site is showing any symptoms of
being sick, a replacement person will need to
be on site.
No exceptions.
Requested Date for Inspection to be 10/9/2020
Performed.
number for this project
My computer "auto fill'
function for forms,
defaulted this to my
home address.
Project address is:
Lutheran Medical Center
8300 W. 38th Ave.
Type of Inspection (select all that apply)
Enter Specific Location of inspection/Pertinent
Information — Do not enter a time request in
this field. To receive an estimated time of
arrival, see instructions on our Inspections
page:
http://www.ci.wheatridge.co.us/281/Building-
Inspections
418 Building Final Request after all finals
are complete, including Public Works,
Planning & Zoning, and Fire Inspection (if
applicable)
Inspection is on the Level 5 roof. Please call
GC Contact listed and we will meet you at
the main lobby of the building to escort
inspector to the work location.
Contact Name and Phone Number - For
Sierra Stauffer 720-670-0670 (Cell)
questions regarding inspection only.
Inspectors do not call ahead.
Contact email address
sierra.stauffer@mortenson.com
Is there a lockbox on the property?
No
Does the Inspector have permission to enter
Yes
the property, including through gates and into
backyard if necessary to conduct the
requested inspection?
Will a ladder be set up, if applicable?
Yes
Is there a dog on the property?
No
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I understand that the permit card for this
Yes
project must be on site.
I understand that if a requested inspection Yes
cannot be performed due to inclement
weather, the contractor and/or property
owner are responsible for canceling the
requested inspection no later than 8 a.m. on
the day of inspection. If an inspector arrives to
perform a requested inspection that cannot
be conducted and has not been canceled, a
re -inspection fee of $60 will be assessed and
will be required to be paid prior to the next
inspection.
I understand that inspections will not be Yes
performed on subcontracted work done by an
unlicensed subcontractor. Discovery of
N
unlicensed contractors may result in work
stoppages and a municipal summons.
Email not displaying correctly? View it in your browser.
o
Mortenson
Mortenson Construction
2020 - COVID Fans
Description
Taken Date
2020/10/09 14:22:32
Upload Date
2020/10/09 15:22:52
Uploaded By
Sierra Stauffer
File Name
20201009_142232.jpg
8300 w 38th ave
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Mortenson
Mortenson Construction
2020 - COVID Fans
Description
Taken Date
2020/10/09 14:22:11
Upload Date
2020/10/09 15:22:55
Uploaded By
Sierra Stauffer
File Name
20201009_142212.jpg
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8300 w 38th ave
Printed on Fri Oct 9, 2020 at 03:28 pm MDT
job #: 1806OLMC SCL-LMC - Shared
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Mortenson
Mortenson Construction
2020 - COVID Fans
Description
Taken Date
2020/10/09 14:21:49
Upload Date
2020/10/09 15:22:57
Uploaded By
Sierra Stauffer
File Name
20201009_142149.jpg
8300 w 38th ave
Printed on Fri Oct 9, 2020 at 03:28 pm MDT
job #: 1806OLMC SCL-LMC - Shared
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Mortenson
Mortenson Construction
2020 - COVID Fans
Description
Taken Date
2020/10/09 14:21:25
Upload Date
2020/10/09 15:22:58
Uploaded By
Sierra Stauffer
File Name
20201009_142125.jpg
8300 w 38th ave
Printed on Fri Oct 9, 2020 at 03:28 pm MDT
job #: 1806OLMC SCL-LMC - Shared
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Mortenson
Mortenson Construction
2020 - COVID Fans
Description
Taken Date
2020/10/09 14:20:58
Upload Date
2020/10/09 15:23:01
Uploaded By
Sierra Stauffer
File Name
20201009_142058.jpg
8300 w 38th ave
Complete
Page
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Balancing Inc. Contractor
Balancer
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Width Division Total Width (6" max. per div.)
X
Depth Division Total Depth (6" max. per div.)
Total reads (16 minimum, 64 maximum) Meas stat c b Inches In Water.
Locate centers of area:
Width
Depth
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i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
r
Inspection Type: 10'x' `r'\
Job Address: U U w V�-N -4v c, -
Permit
Permit Number:vZ
'ejc N
by
❑ No one available for inspection: Time AM/PM
r- .x
Re -Inspection required: \Yes' No
When corrections have been made, schedule for re -inspection online at:
http✓/www. ci. wheatridge. co. usfinspection
Date: gib. 1' -I'd u � � Inspector:
DO NOT REMOVE THIS NOTICE
� ► 44" City of Wheat Ridge
'/� Comm. Tenant Finish PERMIT - 202000754
PERMIT NO: 202000754 ISSUED: 07/02/2020
JOB ADDRESS: 8300 W 38th Ave EXPIRES: 07/02/2021
JOB DESCRIPTION: Remove existing in-line fan currently serving hazardous room and provide
duct sleeve as requires. Lock existing fire/Smoke Damper in Mechanical room
wall in "open" positions and mark damper. Provide exhaust duct extension;
connect to exhaust duct in area well and extend to roof of hospital (7th
floor penthouse) New utility set exhaust fan with 10'-011 stack above
roof.
*** CONTACTS ***
OWNER (303)813-5073 SCL LUTHERAN MEDICAL CENTER
GC (303)295-2511 M.A. MORTENSON, JR 018817 M. A. MORTENSON COMPANY
SUB (303)629-1244 ROBERT R. BRUNSON 021413 U.S. ENGINEERING COMPANY
SUB (303)286-8000 DIANA LYNCH - LICENSE HOLDER 018567 STURGEON ELECTRIC CO.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 144,459.00
FEES
Total Valuation 0.00
Plan Review Fee 924.50
Use Tax 31033.64
Permit Fee 11422.30
** TOTAL ** 51380.44
*** COMMENTS ***
*** CONDITIONS ***
All roughs to be done at Framing Inspection.
A printed copy of the permit and city stamped on-site plans must be available on-site for
the first inspection.
Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
**Prior to final inspection approval - As-builts are required before approval of the
Building Final Inspection and Certificate of Occupancy can be issued.
� ► 44" City of Wheat Ridge
'/� Comm. Tenant Finish PERMIT - 202000754
PERMIT NO: 202000754 ISSUED: 07/02/2020
JOB ADDRESS: 8300 W 38th Ave EXPIRES: 07/02/2021
JOB DESCRIPTION: Remove existing in-line fan currently serving hazardous room and provide
duct sleeve as requires. Lock existing fire/Smoke Damper in Mechanical room
wall in "open" positions and mark damper. Provide exhaust duct extension;
connect to exhaust duct in area well and extend to roof of hospital (7th
floor penthouse) New utility set exhaust fan with 10'-011 stack above
roof.
I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municpal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
From: no-renlv(alci.wheatridae.m. us
To: CommDev Farm is
Subject: Online Form Submittal: Commercial Interior Remodel/Tenant Finish
Date: Thursday, April 23, 2020 3:02:10 PM
Commercial Interior Remodel/Tenant Finish
Application for Commercial Remodel/Tenant Finish
This application is for Commercial Remodels and Tenant Finishes. Do not being
work until the permit has been issued to the General Contractor.
Required to Submit
Proof of Submission to Fire Department
Proof of Submission to Permit application accented - West Metro Fire Protection
Fire Department District rasa
Begin Application
PROPERTY INFORMATION
Property Address 8300 W 38th Avenue Wheat Ridge CO 80033
Property Owner Name
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
Address
Attach City of Wheat
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
SCL Lutheran Medical Center
anne.lutz@sclhealth.org
Electronic Payment Form 202003161614204628.pdf
APPLICANT INFORMATION
Contact Name of Ola Asonibare
Person Submitting
Application
What is your role in the General Contractor
project?
Wheat Ridge
Contractor's License
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contact Phone Number
(enter WITH dashes,
eg 303-123-4567)
Contact Email Address
for Plan Review
Questions
018817
6786508676
ola.asonibare@mortenson.com
Retype Contact Email ola.asonibare@mortenson.com
Address
DESCRIPTION OF WORK
Is this for a new No
tenant?
Name of Tenant N/A
Detailed Scope of
Work - Provide a
detailed description of
work including
mechanical, electrical,
plumbing work
occurring,
adding/removing walls,
etc
CT Equipment replacement and minor room modification to
support new medical equipment for CT SIM on level 1. Minor
change to electrical in CT room to support power requirements
for new equipment.
Location of Work CT Room 8 - Level 1
Square Footage Area
of Work Being
Performed
Asbestos Report - if
applicable
Construction Plans
scanned on 11 "x17" or
larger
450
Field not completed.
Combined Permit Sealed Drawinas.odf
Project Value (contract $130,059
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of
Wheat Ridge codes
and ordinances for
work under any permit
issued based on this
application.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Person Applying for Ola Asonibare
Permit
Email not displaying correctly? View it in your browser.
From: No Renlv(almobile,eves.com
To: Ola Asonibare
Subject: Pennit application accepted - West Metro Fire Protection District
Date: Wednesday, April 22, 2020 1:59:40 PM
CAUTION: External Sender. Use caution when clicking on links or attachments.
Your permit request for CT Equipment (TI) at STE CT Equipment, 8300 West 38th
Avenue Wheat Ridge, CO 80033 has been accepted.
The Job Number is: 200422007
Description: CT Equipment replacement and minor room modification to support new
medical equipment for CT SIM on level 1. Minor change to electrical in CT room 8 to
support power requirements for new equipment.
Thank you for submitting to West Metro Fire. Our typical review turnaround is
approximately 1-2 weeks.
You can now view where your plan review is at in the queue! Please click the link below:
http://www.westmetrofire.org/l013/Plan-Review-Status
BE ADVISED WE NO LONGER ALLOW WORK TO BE DONE PRIOR TO A
PERMIT BEING ISSUED AND PLACED ON SITE.
If additional information is required, you'll receive a notice from the reviewer assigned,
or a no -reply notice from Mobile Eyes. Please be sure to check your junk folder if you
feel you are not receiving the Mobile Eyes notices and select "Not Junk".
If you check the status of your review through your Mobile Eyes Contractor Portal you
may see a note that says "zoning checks not passed". This is not checked until a permit
has been issued and fees have been confirmed paid. This is an internal way for us to keep
inspections from being requested until the above has been completed.
I i CITY OF WHEAT RIDGE \��L
Building Inspection Division
(303) 235-2855 Office
INSPECTION NOTICE
Inspection Type:
Job Address: CJ 1 - P� v td
Permit Number:c7joo 6,3 --1 S t`
❑ No one available for inspection: Time ��� AM/PM
Re -Inspection required: Yes No
When corrections have been made, schedule for re -inspection online at:
http✓/www.cL wheatridge. co. uslinspection
Date, 1Lt 4 Inspector:
DO NOT REMOVE THIS NOTICE
Inspection Type:
Job Addressc
Permit Number:
CITY OF WHEAT RIDGE
Building Inspection Division
(303) 235-2855 Office
INSPECTI WNOTICE
err A -A
❑ No one available for inspection: Ti!' '4`IfPM
i
Re -Inspection required: Ye�
When corrections have been made; sc% dule for re-inspectpA-op ine at:
httpJ/www.ci. wheatridge.co. usrnspect"S
Date: • i� ns�ect
� ► 44" City of Wheat Ridge
'/� Comm. Tenant Finish PERMIT - 202000754
PERMIT NO: 202000754 ISSUED: 07/02/2020
JOB ADDRESS: 8300 W 38th Ave EXPIRES: 07/02/2021
JOB DESCRIPTION: Remove existing in-line fan currently serving hazardous room and provide
duct sleeve as requires. Lock existing fire/Smoke Damper in Mechanical room
wall in "open" positions and mark damper. Provide exhaust duct extension;
connect to exhaust duct in area well and extend to roof of hospital (7th
floor penthouse) New utility set exhaust fan with 10'-011 stack above
roof.
*** CONTACTS ***
OWNER (303)813-5073 SCL LUTHERAN MEDICAL CENTER
GC (303)295-2511 M.A. MORTENSON, JR 018817 M. A. MORTENSON COMPANY
SUB (303)629-1244 ROBERT R. BRUNSON 021413 U.S. ENGINEERING COMPANY
SUB (303)286-8000 DIANA LYNCH - LICENSE HOLDER 018567 STURGEON ELECTRIC CO.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 144,459.00
FEES
Total Valuation 0.00
Plan Review Fee 924.50
Use Tax 31033.64
Permit Fee 11422.30
** TOTAL ** 51380.44
*** COMMENTS ***
*** CONDITIONS ***
All roughs to be done at Framing Inspection.
A printed copy of the permit and city stamped on-site plans must be available on-site for
the first inspection.
Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
**Prior to final inspection approval - As-builts are required before approval of the
Building Final Inspection and Certificate of Occupancy can be issued.
� ► 44" City of Wheat Ridge
'/� Comm. Tenant Finish PERMIT - 202000754
PERMIT NO: 202000754 ISSUED: 07/02/2020
JOB ADDRESS: 8300 W 38th Ave EXPIRES: 07/02/2021
JOB DESCRIPTION: Remove existing in-line fan currently serving hazardous room and provide
duct sleeve as requires. Lock existing fire/Smoke Damper in Mechanical room
wall in "open" positions and mark damper. Provide exhaust duct extension;
connect to exhaust duct in area well and extend to roof of hospital (7th
floor penthouse) New utility set exhaust fan with 10'-011 stack above
roof.
I, by my signature, do hereby attest that the work to, be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municpal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any
applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
From: no-renlv(alci.wheatridae.m. us
To: CommDev Farm is
Subject: Online Form Submittal: Commercial Interior Remodel/Tenant Finish
Date: Thursday, April 23, 2020 3:02:10 PM
Commercial Interior Remodel/Tenant Finish
Application for Commercial Remodel/Tenant Finish
This application is for Commercial Remodels and Tenant Finishes. Do not being
work until the permit has been issued to the General Contractor.
Required to Submit
Proof of Submission to Fire Department
Proof of Submission to Permit application accented - West Metro Fire Protection
Fire Department District rasa
Begin Application
PROPERTY INFORMATION
Property Address 8300 W 38th Avenue Wheat Ridge CO 80033
Property Owner Name
Property Owner Phone
Number (enter WITH
dashes, eg 303-123-
4567)
Property Owner Email
Address
Attach City of Wheat
Ridge Electronic
Payment Form - "DO
NOT ATTACH A
PICTURE OF A
CREDIT CARD"
SCL Lutheran Medical Center
anne.lutz@sclhealth.org
Electronic Payment Form 202003161614204628.pdf
APPLICANT INFORMATION
Contact Name of Ola Asonibare
Person Submitting
Application
What is your role in the General Contractor
project?
Wheat Ridge
Contractor's License
Number (This is a 5 or
6 digit number for the
City of Wheat Ridge)
Contact Phone Number
(enter WITH dashes,
eg 303-123-4567)
Contact Email Address
for Plan Review
Questions
018817
6786508676
ola.asonibare@mortenson.com
Retype Contact Email ola.asonibare@mortenson.com
Address
DESCRIPTION OF WORK
Is this for a new No
tenant?
Name of Tenant N/A
Detailed Scope of
Work - Provide a
detailed description of
work including
mechanical, electrical,
plumbing work
occurring,
adding/removing walls,
etc
CT Equipment replacement and minor room modification to
support new medical equipment for CT SIM on level 1. Minor
change to electrical in CT room to support power requirements
for new equipment.
Location of Work CT Room 8 - Level 1
Square Footage Area
of Work Being
Performed
Asbestos Report - if
applicable
Construction Plans
scanned on 11 "x17" or
larger
450
Field not completed.
Combined Permit Sealed Drawinas.odf
Project Value (contract $130,059
value or cost of ALL
materials and labor)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full Yes
responsibility for
compliance with
applicable City of
Wheat Ridge codes
and ordinances for
work under any permit
issued based on this
application.
I understand that work Yes
may not begin on this
property until a permit
has been issued and
posted on the property.
I certify that I have Yes
been authorized by the
legal owner of the
property to submit this
application and to
perform the work
described above.
I attest that everything Yes
stated in this
application is true and
correct and that
falsifying information in
this application is an
act of fraud and may
be punishable by fine,
imprisonment, or both.
Person Applying for Ola Asonibare
Permit
Email not displaying correctly? View it in your browser.
From: No Renlv(almobile,eves.com
To: Ola Asonibare
Subject: Pennit application accepted - West Metro Fire Protection District
Date: Wednesday, April 22, 2020 1:59:40 PM
CAUTION: External Sender. Use caution when clicking on links or attachments.
Your permit request for CT Equipment (TI) at STE CT Equipment, 8300 West 38th
Avenue Wheat Ridge, CO 80033 has been accepted.
The Job Number is: 200422007
Description: CT Equipment replacement and minor room modification to support new
medical equipment for CT SIM on level 1. Minor change to electrical in CT room 8 to
support power requirements for new equipment.
Thank you for submitting to West Metro Fire. Our typical review turnaround is
approximately 1-2 weeks.
You can now view where your plan review is at in the queue! Please click the link below:
http://www.westmetrofire.org/l013/Plan-Review-Status
BE ADVISED WE NO LONGER ALLOW WORK TO BE DONE PRIOR TO A
PERMIT BEING ISSUED AND PLACED ON SITE.
If additional information is required, you'll receive a notice from the reviewer assigned,
or a no -reply notice from Mobile Eyes. Please be sure to check your junk folder if you
feel you are not receiving the Mobile Eyes notices and select "Not Junk".
If you check the status of your review through your Mobile Eyes Contractor Portal you
may see a note that says "zoning checks not passed". This is not checked until a permit
has been issued and fees have been confirmed paid. This is an internal way for us to keep
inspections from being requested until the above has been completed.
City of
W heat id¢e
COMMUNITY DEVELOPMENT
SUBCONTRACTOR AUTHORIZATION FORM
Mechanical Subcontractor
This form must be completed & signed by the MECHANICAL SUBCONTRACTOR
perfuming mechanical work on site.
Subcontractor's insurance and license must be up to date prior to pennit issuance.
Project Address: x.300 !r! 38A (.✓, .f �r% eo op�3
General Contractor: 4L,/�a //�rAaaCy/
FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION
Company Name: ,�0/� /rlFS��H/ Contact Phone #: 3oj- yog- 93s!
Wheat Ridge Contractor License #: A5 --"I U- (required field)
I? Inas
Z
a 6f Authorized Agent
Sim"'` Ste
Signature of Au< torized Agent Dale
City of Wheat Ridge
:.
Commercial Telecom PERMIT - 201802930
PERMIT NO: 201802930 ISSUED: 04/14/2020
JOB ADDRESS: 8300 W 38th Ave EXPIRES: 04/14/2021
JOB DESCRIPTION: Replace (3) existing 2.5 radios and swap (3) existing 2.5 antennas with (3)
new MIMO antennas and (3) new hybrid cables; no ground work to be performed
*** CONTACTS ***
OWNER (303)425-8219 EXEMPLA INC
SUB (303)703-4667 AARON KINSTROM
SUB (303)703-4667 AARON KINSTROM
021072 FRONT RANGE WIRELESS, INC.
021072 FRONT RANGE WIRELESS, INC.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 510 / Hospitals BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 20,000.00
FEES
Total Valuation 0.00
Plan Review Fee 235.82
Use Tax 420.00
Permit Fee 362.80
** TOTAL ** 1,018.62
*** COMMENTS ***
*** CONDITIONS ***
Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
**Prior to final inspection approval - As-builts are required before approval of the
Building Final Inspection and Certificate of Occupancy can be issued.
Antennas must match building color, per City Code.
**► 44 City of Wheat Ridge
Commercial Telecom PERMIT - 201802930
PERMIT NO: 201802930 ISSUED: 04/14/2020
JOB ADDRESS: 8300 W 38th Ave EXPIRES: 04/14/2021
JOB DESCRIPTION: Replace (3) existing 2.5 radios and swap (3) existing 2.5 antennas with (3)
new MIMO antennas and (3) new hybrid cables; no ground work to be performed
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1. This permit was issued based on the information provided in the permit application and accompanying dans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the originalpermit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or grantingf a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applicab�•ryode or any orlipance or regulation of this jurisdiction. Approval of work is subject to field inspection.
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
C�7 of Wheat Ridqc
O4/14/2O2U 09�4O �DV�
CyA022588 AMOUNT
8P�� O30O W 3Oth Ave 782.8G
APpUPF8MlT NO� 2U18O29J0
,..—,-p;-.-RECEIVED AMOUNT
PP / 0O48 782.8O
AUTH CODE: 73?77681
TOTAL 782,8O
FOR OFF ONLY
City of Date:
W eatMidge
COMMUNITY DEVELOPMENT l
Plan/Permit # �'j,^
f I
Building & Inspection Services Division 41
l\✓/
7500 W. 291' Ave., Wheat Ridge, CO 80033 Plan Review Fee
Office: 303-235-2855 " Fax: 303-237-8929 �; 0�
Inspection Line: 303-234-5933
Email: perm its(a-)-ci.wheatridge.co.us
Building Permit Application
"** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. "**
Property Address: 8300 West 38th Ave, Wheat Ridge, CO 80033
Property Owner (please print): Exempla, Inc. Phone: (303) 425-8219
Property Owner Email: dwayne.gaeddert@scihs.net
Mailing Address: (if different than property address)
Address: 8300 West 38th Ave
City, State, Zip: Wheat Ridge, CO 80033
Architect/Engineer: Trylon
Architect/Engineer E-mail: Kirk. Hall@_trylon.com Phone: 855-669-5421
Contractor: TBD
Contractors City License #:
Contractor E-mail Address:
For Plan Review Questions & Comments (please print):
Phone:
CONTACT NAME (please print): KeRff9kA11114� WtArrpyi Phone: (8480001414YL'l - 315
CONTACT EMAIL(p/ease print): S'Rc ).Cor►1
Sub Contractors:
Electrical:
W.R. City License #
Other City Licensed Sub:
City License #
City License #
Plumbing:
W.R. City License #
Other City Licensed Sub:
Mechanical:
W.R. City License #
Complete all information on BOTH sides of this form
[COMMERCIAL ❑ RESIDENTIAL
Description of work: (Check all that apply)
❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE
❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING
❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING
❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT
❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.)
❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT
❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT
[OTHER (Describe)
(For ALL projects, please provide a detailed description of work to be performed, including current use of areas,
proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and
amount of materials to be used, etc.)
Remove (3) existing 2.5 radios and swap (3) existing 2.5 antennas with (3) new MIMO antennas and (3) new
hybrid cables. No ground work to be performed.
Sq. Ft./LF
Amps
Btu's
Squares
Gallons
Other
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
$20,000.00
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER) (CONTRACTOR) or 6QUUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature (first and last name): _ _L aJ DATE:
DEPARTMENT USE ONLY
ZONING COMMENTS: tsv- 0( �� �r"t V,—p OCCUPANCY CLASSIFICATION:
Reviewer: l F-�-♦ �s
BUILDING DE TMEN COMME S:
Reviewer:
1<�Ui i (/?Id
Building Division Valuation: $
W I R E L E S S
December 12th, 2018
City of Wheat Ridge
Building and Inspection Services
7500 W. 29th St.
Wheat Ridge, CO 80033
RE: Sprint — MIMO Project — 8300 W 38th Ave. — Sprint Site DN73XCO94
ATTN: Permit Technician — Kimberly Cook:
SAC Wireless, on behalf of Sprint, is requesting the necessary approvals per the scope of work to install
new antennas and radios with associated cabling for review at an existing telecommunications facility
located at 8300 W 38th Ave. in Wheat Ridge, Colorado.
Enclosed in the package you will find:
• Final Check Fee
I am working with my team to provide contractor information for this project to you as soon as it
becomes available. I greatly appreciate your help with this proposed Sprint project. SAC Wireless will
be responsible for ordering all checks or additional fees required. Please contact me at (312) 895-4977
or via e-mail if you have any questions.
Best regards,
Warren Shew I Zoning & Permitting Specialist 10: (312) 895-4977 Ext. 9555
SAC Wireless, 540 W Madison, 91h Floor, Chicago, IL 60661
warren.shew@sacw.com I www.sacw.com
site development architecture & engineering, construction
540 W. Madison, 16th Floor, Chicago, IL 60661 847.944.1600 F 847.991.5707
SAC AA/I r%Ci ne'L- 1 1 e%
vvir7LV
Vendor ID Name Account Number I Check Date Document Number
WHEA004 WHEAT RIDGE, CITY OF 1/14/2019 183632
Date I InvoiceNumber Description PO Number Amount Net Amount Paid
1/14/2019 DN73XCO94 - 4 $782.80 $782.80
CG Lf-)
1tl(o/lq
$782.80 $782.80
632
iMB FINANCIAL BANK N.A. 83632
SAC WIRELESS LLC CHICAGO, IL 60607 I
540 W. MADISON, 9TH FLOOR 2-173/710
CHICAGO, IL 60661 DATE AMOUNT y'
W I R E L E S S 847-944-1600 a
o
0
Acct#: 1/14/2019 $782.80 0
m
PAY
Seven Hundred Eighty Two Dollars and 80 Cents
U
d
TO THE VOID AFTER 90 DAYS
ORDER WHEAT RIDGE, CITY OF
7500 W 29TH i
WHEAT RIDGE COLORADO 80033
AUTHORIZED SIGNATURE
Desc: 3
11908 3 6 3 211' 6a0 7 100 L 4 3 7i: L 9 20000 601i11I
SAC WIRELESS LLC
Vendor ID Name
Account Number
1
Check Date Document Number
WHEA004 WHEAT RIDGE, CITY OF
11/14/2019::j 83632
Date Invoice Number I Decription PO Number I Amount I Net Amount Paid
1/14/2U19 UN/3XGU94 - 4
$782.80 $782.80
$782.80 $782.80
880187/04-16
72069168001
�J
*. 6.,*,' Trylon0
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City of
Wheat Ridge
W I R E L E S S
Trylon
STRUCTURAL ANALYSIS REPORT
SAC Wireless
540 W. Madison St., 9t' Floor,
Chicago, IL 60661
Attention: Mr. Salman Sulaiman
Reference: Analysis of the Antenna Rooftop Mounts installed at 66 -ft elevation.
Project ID: 140766
Site name: Crown Hill
Sprint site ID: DN73XC094
Site Address: 8300 West 38t' Ave, Wheat Ridge, CO 80033
Structure Type: Rooftop Antenna Mounts
Dear Sir:
We have been provided with RF information, partial pictures and a previous analysis of the mounting apparatus for
above -referenced site. Sprint is proposing to change the equipment configuration on the existing mounting
hardware.
A revised antenna, coax and miscellaneous equipment schematic have been provided to us. We have been asked to
evaluate this information to determine whether or not the mounting apparatus is adequate to safely support the
proposed loading change. The structural evaluation refers to the antenna pipe mounts installed on existing rooftop
at 8300 West 38t' Ave, Wheat Ridge, CO 80033.
The proposed changes were provided to us in SprintVision RFDS ID 175596.
According to the RFDS document, the final antenna configuration for sectors A, B, and C consists of:
• Position #1: (1) Samsung MIMO MMU (41.3xl9.7x5.5" — 143.31bs)
• Position #2: (1) KMW Dual Band Panel (800/1900) (73.8x] 1.8x5.9" — 29.Olbs)
For each sector, the final RRU configuration consists of:
• (1) 1900 RRH
• (1) 800 RRH
www.trylon.com
city 01
Wheat Riet le
tiding
Trylon
The frames member dimensions that we considered in our evaluation are as per latest available field photos &
mount mapping dated 9 -OCT -2018. The structural members that we considered in our analysis are presented
in the attached model sketches.
Steel grades have been assumed as follows, unless noted otherwise:
Channel, Solid Round, Angle, Plate ASTM A36 (GR 36)
HSS (Rectangular) ASTM 500 (GR B-46)
Pipe ASTM A53 (GR 35)
Connection Bolts ASTM A325
CONCLUSIONS AND RECOMMENDATIONS
Based on information provided, our calculations conclude that the Sprint Rooftop Antenna Mounts
installed at 66 -ft elevation on existing rooftop at the specified address, are ADEQUATE to safely support
the proposed equipment, subject to the attached Standard Conditions on page 3.
As the proposed loading changes reflect a small increase in load to the load carrying components, it
is our opinion that the structural integrity of the existing penthouse walls WILL NOT BE
COMPROMISED by the loading changes. However, this conclusion is based on the assumption that the
building has been proven adequate as it now exists, before any loading is changed
Should you have any questions, comments or require additional information, please do not hesitate to call.
Sincerely,
Analysis performed by:
Justin S. Lee,
Trylon Engineer
www.trylon.com
Reviewed by:
Kirk Hall, P.E.
2
Trylon
Standard Conditions for Providing Structural Consulting
Services on Existing Structures
1. Mounting hardware is analyzed to the best of our ability using all information that is provided or can
be obtained during fieldwork (if authorizes by client). If the existing conditions are not as we have
represented in this analysis, we should be contacted to evaluate the significance of the deviation and
revise the assessment accordingly.
2. The structural analysis has been performed assuming that hardware is in "like new" condition. No
allowance was made for excessive corrosion, damaged or missing structural members, loose bolts,
misaligned parts, or any reduction in strength due to the age or fatigue of the product.
The structural analysis provided is an assessment of the primary load carrying capacity of the
hardware. We provide a limited scope of service. In some cases we cannot verify the capacity of every
weld, plate, connection detail, etc. In some cases, structural fabrication details are unknown at the time
of our analysis, and the detailed field measurement of some of the required details may not be possible.
In instances where we cannot perform connection capacity calculations, it is assumed that the existing
manufactured connections develop the full capacity of the primary members being connected.
4. We cannot be held responsible for mounting hardware that is installed improperly or hardware that is
loose or has a tendency of working loose over the lifetime of the mounting hardware. Our analysis has
been performed assuming fully tightened connections, and proper installation and symmetry of the
mounting hardware per manufacturer's instructions.
5. The structural analysis has been performed using information currently provided by the client and
potentially field verified. We have been provided with a mounting arrangement for all
telecommunications equipment, including antennas RRH's, TMA's, RRU's, diplexers, surge
protection devices, etc. Our analysis has been based upon a particular mounting arrangement. We are
not responsible for deviations in the mounting arrangement that may occur over time. If deviations in
equipment type or mounting arrangements are proposed, then we should be contacted to revise the
recommendations of this structural report.
6. We cannot be held responsible for temporary and unbalanced loads on mounting hardware. Our
analysis is based on a particular mounting arrangement or as -built field condition. We are not
responsible for the methods and means of how the mounting arrangement is accomplished by the
contractor. These methods and means may include rigging of equipment or hardware to lift and locate,
temporary hanging of equipment in locations other than the final arrangement, movement and tie off
of tower riggers, personnel, and their equipment, etc.
Steel grade and strength is unknown and cannot be field tested. We cannot be held responsible for
equipment manufactured from inferior steel or bolts. Our analysis assumes that standard structural
grade steel has been used by the equipment manufacturer for all assembled parts of the mounting
apparatus. Acceptable steels and connection components are specified by the American Institute of
Steel Construction. It is assumed all welded connections are performed in the shop under the latest
American Welding Society Code. No field welds are permitted or assumed for the existing pre -
manufactured equipment.
www.trylon.com
AMERICAN SOCIM OF CML ENGINEERS
Address:
No Address at This
Location
ASCE 7 Hazards Report
Standard: ASCE/SEI 7-16 Elevation: 5488.01 ft (NAVD 88)
Risk Category: 11 Latitude: 39.768075
Soil Class: D - Default (see Longitude: -105.090133
Section 11.4.3)
9
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Results:
Wind Speed:
107 Vmph
10 -year MRI
77 Vmph
25 -year MRI
84 Vmph
50 -year MRI
�
100 -year MRI
93 Vmph
Data Source:
F 12.Omfatl
l+r�-
_
interpolation between contours.
Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds
correspond to approximately a
7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years).
Mountainous terrain, gorges, ocean
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Results:
Wind Speed:
107 Vmph
10 -year MRI
77 Vmph
25 -year MRI
84 Vmph
50 -year MRI
89 Vmph
100 -year MRI
93 Vmph
Data Source:
ASCE/SEI 7-16, Fig. 26.5-113 and Figs. CC.2-1—CC.2-4
Date Accessed:
Thu Oct 18 2018
Value provided is 3 -second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours.
Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds
correspond to approximately a
7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years).
Mountainous terrain, gorges, ocean
promontories, and special wind regions should be examined for unusual wind
conditions.
https:Hasce7hazardtool.online/ Page 1 of 2 Thu Oct 1620.18
-ASCE
AMERICAN SOCIErY OF CML ENGINEERS
Ice
Results:
Ice Thickness:
Concurrent Temperature
Gust Speed:
Data Source:
Date Accessed:
0.25 in.
5F
50 mph
Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8
Thu Oct 18 2018
Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys
and gorges may exceed the mapped values.
In the mountain west, ice thicknesses may exceed the mapped values in the foothills and passes. However, at
elevations above 5,000 ft, freezing rain is unlikely.
Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3 -second gust speeds,
for a 500 -year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain.
Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice
thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may
exceed the mapped values.
The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided "as is" and without warranties of
any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers;
or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from
reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability,
currency, or quality of any data provided herein. Any third -party links provided by this Tool should not be construed as an endorsement,
affiliation, relationship, or sponsorship of such third -party content by or from ASCE.
ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent
professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard.
In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors,
employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential
damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by
law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE 7 Hazard Tool.
City of
yVl�eat Ridge
https://asce7hazardtool.online/ Page 2 of 2 Thu Oct 18
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APPLICABLE CODES
ALL WORK SHALL BE PREFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH
THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY LOCAL
GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT
WORK NOT CONFORMING TO THESE CODES.
1. 2012 INTERNATIONAL BUILDING CODE AMENDMENTS !
2. 2012 INTERNATIONAL MECHANICAL CODE AMENDMENTS
3. 2012 INTERNATIONAL ENERGY CONSERVATION CODE
AMENDMENTS
4. 2014 NATIONAL ELECTRICAL CODE AMENDMENTS
5. ANSI / TIA-222 STRUCTURAL STANDARD Know whale BELOW.
6. NFPA 780 — LIGHTING PROTECTION CODE Call before you dig.
www.cal[BII.com
SPRINT SITE NAME:
C00267 — PHASE 1C —
CROWN HILL
SITE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO 80033
SITE TYPE:
70'-0" ROOFTOP
PROJECT INFORMATION PROJECT DESCRIPTION
PROPERTY OWNER: EXEMPLA HEALTHCARE INSTALL/REMOVE SPRINT EQUIPMENT:
AN R
SITE TYPE
LATITUDE:
LONGITUDE:
COUNTY:
ZONING JURISDICTION:
ZONING CLASSIFICATION:
APN:
POWER PROVIDER:
TELCO PROVIDER:
PI�WDnolopmW orq
an0co"be o Flo , a wow of� ��aof
80 �,b�or�
• REMOVE D EPLACE (3) (E) 2.SGhz PANEL ANTENNAS Wfin
(3) (N) SAMSUNG 64T64R MIMO ANTENNAS.
• REMOVE (3) (E) 2.5Ghz RRHs WITH ALL ASSOCIATED CABLING.
70'-0" ROOFTOP • INSTALL (3) (N) HYBRID CABLE WITH (3) FIBER JUMPERS AND
(3) SOOW POWER JUMPERS.
39' 46' 5.0334" N
39.76807499 . REMOVE AND REPLACE (3) (E) ANTENNA PIPE MAST(S) WITH
(3) (N) 3-1/2"0 O.D PIPE MAST(S).
105' 5' 26.0844" W
—105.0901333
JEFFERSON COUNTY
CITY OF WHEAT RIDGE
UNKNOWN
39-262-00-045
UNKNOWN
UNKNOWN
RMS DRIVE SOUTH,
Rk ^0 80112
-EGER
'-0844 / Brett.2.pfleger0sprint.com
NAME: " SPRINT
ADDRESS: 333 INVERNESS DRIVE SOUTH,
ENGLEWOOD, CO 80112
CONTACT: BRANDON WHINERY
Brandon.wh inery®sprint.com
PROJECT ENGINEER
NAME TRYLON TSF
ADDRESS: 1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TX 75038
CONTACT: KATYA SERAVALLE
1-855-669-5421
APPROVALS
SIGNER SIGNATURE DATE
SPRINT CONSTRUCTION
MANAGER
SPRINT OPERATIONS
MANAGER
SPRINT RF ENGINEER
LANDLORD
PIANS PREPARED FOR:
Sprint
333 INVERNESS DRfVE SOUTH,
ENGLEWOOD. CO 80112
-PLANS PREPARED BY:
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1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
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WIRELESS
540 W. MADISON ST. 9TH FLOOR
CHICAGO. IL 60661
(312) 895-4977
ENGINEERING SEAL
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DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIONS:
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/18 TVI A
ISSUE FOR CONSTRUCTION 08/1e DSM 0
SITE NAME
C00267 — PHASE
1C — CROWN HILL
AUGMENT ID:
DN73XCO94S18.1
SITE CASCADE:
DN73XCO94
SITE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033
SHEET DESCRIPTION:
TITLE SHEET
SHEET NUMBER.
T-1
DRAWING INDEX
SH #
SHEET DESCRIPTION
REV
T-1
TITLE SHEET
0
A-0
OVERALL SITE PLAN
0
A-1
ENLARGED SITE PLAN
0
A-2
EQUIPMENT PLAN
0
A-3
ANTENNA PLAN VIEWS
0
A-4
BUILDING ELEVATIONS
0
A-5
DETAILS
0
A-6
DETAILS
0
A-7
DETAILS
0
A-8
RF DATA SHEETS
0
E-1
SINGLE LINE DIAGRAMS
0
G-1
GROUNDING DETAILS
0
APPROVALS
SIGNER SIGNATURE DATE
SPRINT CONSTRUCTION
MANAGER
SPRINT OPERATIONS
MANAGER
SPRINT RF ENGINEER
LANDLORD
PIANS PREPARED FOR:
Sprint
333 INVERNESS DRfVE SOUTH,
ENGLEWOOD. CO 80112
-PLANS PREPARED BY:
4o Try I o n
' w
1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
%w.4J
WIRELESS
540 W. MADISON ST. 9TH FLOOR
CHICAGO. IL 60661
(312) 895-4977
ENGINEERING SEAL
i s T'"r•-4
SIE'' !! � •�
.,
I
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIONS:
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/18 TVI A
ISSUE FOR CONSTRUCTION 08/1e DSM 0
SITE NAME
C00267 — PHASE
1C — CROWN HILL
AUGMENT ID:
DN73XCO94S18.1
SITE CASCADE:
DN73XCO94
SITE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033
SHEET DESCRIPTION:
TITLE SHEET
SHEET NUMBER.
T-1
t
THESE OUTLINE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONSTRUCTION SPECIFICATIONS, INCLUDING CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS
DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR.
SECTION 01 100 - SCOPE OF WORK
PART 1 - GENERAL
1.1 THE WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE
SPRINT CONSTRUCTION STANDARDS FOR WIRELESS SITES, CONTRACT DOCUMENTS AND THE
CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR.
1.2 RELATED DOCUMENTS:
A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION.
B. SPRINT "STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE INCLUDED IN AND
MADE A PART OF THESE SPECIFICATIONS HEREWITH.
C.
1.3 PRECEDENCE: SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION
SPECIFICATIONS FOR WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR
WIRELESS SITES AND THE CONSTRUCTION DRAWINGS, INFORMATION ON THE CONSTRUCTION
DRAWINGS SHALL TAKE PRECEDENCE. NOTIFY SPRINT CONSTRUCTION MANAGER IF THIS
OCCURS.
1.4 NATIONALLY RECOGNIZED CODES AND STANDARDS:
A. THE WORK SHALL COMPLY WITH APPLICABLE NATIONAL AND LOCAL CODES AND
STANDARDS, LATEST EDITION, AND PORTIONS THEREOF, INCLUDED BUT NOT LIMITED TO
THE FOLLOWING:
1. GR -78 -CORE GENERIC REQUIREMENTS FOR THE PHYSICAL DESIGN AND MANUFACTURE
OF TELECOMMUNICATIONS EQUIPMENT.
2. GR -1089 CORE, ELECTROMAGNETIC COMPATIBILITY AND ELECTRICAL SAFETY -GENERIC
CRITERIA FOR NETWORK TELECOMMUNICATIONS EQUIPMENT.
3. NATIONAL FIRE PROTECTION ASSOCIATION CODES AND STANDARDS (N A INCLUDING
NFPA 70 (NATIONAL ELECTRICAL CODE - "NEC") AND NEPA 1 11
4. AMERICAN SOCIETY FOR TESTING OF MATERIALS (ASTM)
5. INSTITUTE OF ELECTRONIC AND ELECTRICAL ENGINEERS (IEEE) 1-77 D
6. AMERICAN CONCRETE INSTITUTE (ACI)
7. AMERICAN WIRE PRODUCERS ASSOCIATION (AWPA)
B. CONCRETE REINFORCING STEEL INSTITUTE (CRSI)
9. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)
10. PORTLAND CEMENT ASSOCIATION (PCA)
11. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA)
12. BRICK INDUSTRY ASSOCIATION (BTA)
13. AMERICAN WELDING SOCIETY (AWS)
14. NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)
15. SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION (SMACNA)
16. DOOR AND HARDWARE INSTITUTE (DHI)
17. OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)
18. APPLICABLE BUILDING CODES INCLUDING UNIFORM BUILDING CODE, SOUTHERN BUILDING
CODE, BOCA, AND THE INTERNATIONAL BUILDING CODE.
1.5 DEFINITIONS:
A. WORK: THE SUM OF TASKS AND RESPONSIBILITIES IDENTIFIED IN THE CONTRACT
DOCUMENTS.
B. COMPANY: SPRINT CORPORATION
C. ENGINEER: SYNONYMOUS WITH ARCHITECT & ENGINEER AND "A&E". THE DESIGN
PROFESSIONAL HAVING PROFESSIONAL RESPONSIBILITY FOR DESIGN OF THE PROJECT.
D. CONTRACTOR: CONSTRUCTION CONTRACTOR: CONSTRUCTION VENDOR; INDIVIDUAL OR ENTITY
WHO AFTER EXECUTION OF A CONTRACT IS BOUND TO ACCOMPLISH THE WORK.
E. THIRD PARTY VENDOR OR AGENCY: A VENDOR OR AGENCY ENGAGED SEPARATELY BY THE
COMPANY, A&E, OR CONTRACTOR TO PROVIDE MATERIALS OR TO ACCOMPLISH SPECIFIC
TASKS RELATED TO BUT NOT INCLUDED IN THE WORK.
F. OFCI: OWNER FURNISHED, CONTRACTOR INSTALLED EQUIPMENT.
G. CONSTRUCTION MANAGER - ALL PROJECTS RELATED COMMUNICATION TO FLOW THROUGH
SPRINT REPRESENTATIVE IN CHARGE OF PROJECT...
1.6 SITE FAMILIARITY: CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH
ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH
CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE SPRINT
CONSTRUCTION MANAGER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL
BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OR FIELD CONDITIONS.
1.7 POINT OF CONTACT, COMMUNICATION BETWEEN SPRINT AND THE CONTRACTOR SHALL FLOW
THROUGH THE SINGLE SPRINT CONSTRUCTION MANAGER APPOINTED TO MANAGE THE PROJECT
FOR SPRINT.
1.8 ON-SITE SUPERVISION: THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND
SHALL BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES,
AND PROCEDURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL
EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE SITE AT ALL
TIMES DURING PERFORMANCE OF THE WORK.
1.9 DRAWINGS, SPECIFICATIONS AND DETAILS REQUIRED AT JOBSITE: THE CONSTRUCTION
CONTRACTOR SHALL MAINTAIN A FULL SET OF THE CONSTRUCTION DRAWINGS, STANDARD
CONSTRUCTION DETAILS FOR WIRELESS SITES AND THE STANDARD CONSTRUCTION
SPECIFICATIONS FOR WIRELESS SITES AT THE JOBSITE FROM MOBILIZATION THROUGH
CONSTRUCTION COMPLETION.
A. THE JOBSITE DRAWINGS, SPECIFICATIONS AND DETAILS SHALL BE CLEARLY MARKED DAILY
IN RED PENCIL WITH ANY CHANGES IN CONSTRUCTION OVER WHAT IS DEPICTED IN THE
DOCUMENTS. AT CONSTRUCTION COMPLETION, THIS JOBSITE MARKUP SET SHALL BE
DELIVERED TO THE COMPANY OR COMPANYS DESIGNATED REPRESENTATIVE TO BE
FORWARDED TO THE COMPANY'S A&E VENDOR FOR PRODUCTION OF "AS -BUILT" DRAWINGS.
B. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO
SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS
PART OF THE WORK. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF
ANY VARIATIONS PRIOR TO PROCEEDING WITH THE WORK.
C DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. SPACING
BETWEEN EQUIPMENT IS THE REQUIRED CLEARANCE. SHOULD THERE BE ANY QUESTIONS
1.11 UTILITIES SERVICE: WHERE NECESSARY TO CUT EXISTING PIPES, ELECTRICAL WIRES,
CONDUITS, CABLES, ETC., OF UTILITY SERVICES, OR OF FIRE PROTECTION OR
COMMUNICATIONS SYSTEMS, THEY SHALL BE CUT AND CAPPED AT SUITABLE PLACES OR
WHERE SHOWN. ALL SUCH ACTIONS SHALL BE COORDINATED WITH THE UTILITY COMPANY
INVOLVED:
1.12 PERMITS / FEES: WHEN REQUIRED THAT A PERMIT OR CONNECTION FEE BE PAID TO A
PUBLIC UTILITY PROVIDER FOR NEW SERVICE TO THE CONSTRUCTION PROJECT, PAYMENT OF
SUCH FEE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
1.13 CONTRACTOR SHALL TAKE ALL MEASURES AND PROVIDE ALL MATERIAL NECESSARY FOR
PROTECTING EXISTING EQUIPMENT AND PROPERTY.
1.14 METHODS OF PROCEDURE (MOPS) FOR CONSTRUCTION: CONTRACTOR SHALL PERFORM
WORK AS DESCRIBED IN THE FOLLOWING INSTALLATION AND COMMISSIONING MOPS.
A. TOP HAT
B. HOW TO INSTALL A NEW CABINET
C. BASE BAND UNIT IN EXISTING UNIT
D. INSTALLATION OF BATTERIES
E. INSTALLATION OF HYBRID CABLE
F. INSTALLATION OF RRH'S
G. CABLING
H. TS -0200 REV 4 - ANTENNA LINE ACCEPTANCE STANDARDS
1. SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1.
J. COMMISSIONING MOPS
K. SPRINT CELL SITE ENGINEERING NOTICE - EN -2013-002
L SPRINT ENGINEERING LEITER - EL -0504
M. SPRINT ENGINEERING LETTER - EL -0568
N. SPRINT TECHNICAL SPECIFICATION - TS -0193
1.15 USE OF ELECTRONIC PROJECT MANAGEMENT SYSTEMS:
A. CONTRACTOR WILL UTILIZE ITS BEST EFFORTS TO WORK WITH SPRINT ELECTRONIC
PROJECT MANAGEMENT SYSTEMS. CONTRACTOR UNDERSTANDS THAT SUFFICIENT INTERNET
ACCESS, EQUIVALENT TO "BROADBAND" OR BETTER, IS REQUIRED TO TIMELY AND
EFFECTIVELY UTILIZE SPRINT DATA AND DOCUMENT MANAGEMENT SYSTEMS AND AGREES TO
MAINTAIN APPROPRIATE CONNECTIONS FOR CONTRACTOR'S STAFF AND OFFICES THAT ARE
COMPATIBLE WITH SPRINT DATA AND DOCUMENT MANAGEMENT SYSTEMS
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.1 TEMPORARY UTILITIES AND FACILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
TEMPORARY UTILITIES AND FACILITIES NECESSARY EXCEPT AS OTHERWISE INDICATED IN THE
CONSTRUCTION DOCUMENTS. TEMPORARY UTILITIES AND FACILITIES INCLUDE POTABLE WATER,
HEAT, HVAC, ELECTRICITY, SANITARY FACILITIES, WASTE DISPOSAL FACILITIES, AND
TELEPHONE/COMMUNICATION SERVICES. PROVIDE TEMPORARY UTILITIES AND FACILITIES IN
ACCORDANCE WITH OSHA AND THE AUTHORITY HAVING JURISDICTION. CONTRACTOR MAY UTILIZE
THE COMPANY ELECTRICAL SERVICE IN THE COMPLETION OF THE WORK WHEN IT BECOMES
AVAILABLE. USE OF THE LESSORS OR SITE OWNER'S UTILTITES OR FACILITIES IS EXPRESSLY
FORBIDDEN EXCEPT AS OTHERWISE ALLOWED IN THE CONTRACT DOCUMENTS.
3.2 ACCESS TO WORK: THE CONTRACTOR SHALL PROVIDE ACCESS TO THE JOB SITE FOR
AUTHORIZED COMPANY PERSONNEL AND AUTHORIZED REPRESENTATIVES OF THE
ARCHITECT/ENGINEER DURING ALL PHASES OF THE WORK.
3.3 TESTING: REQUIREMENTS FOR TESTING BY THIS CONTRACTOR SHALL BE AS INDICATED
HEREWITH. ON THE CONSTRUCTION DRAWINGS. AND IN THE INDIVIDUAL SECTIONS OF THESE
SPECIFICATIONS. SHOULD COMPANY CHOOSE TO ENGAGE ANY THIRD -PARTY TO CONDUCT
ADDITIONAL TESTING, THE CONTRACTOR SHALL COOPERATE WITH AND PROVIDE A WORK AREA
FOR COMPANY S TEST AGENCY.
3.4 DIMENSIONS: VERIFY DIMENSIONS INDICATED ON DRAWINGS WITH FIELD VNENSIONS BEFORE
FABRICATION OR ORDERING OF MATERIALS. DO NOT SCALE DRAWINGS.
3.5 EXISTING CONDITIONS: NOTIFY THE SPRINT CONSTRUCTION MANAGER OF EXISTING CONDITIONS
DIFFERING FROM THOSE INDICATED ON THE DRAWINGS. DO NOT REMOVE OR ALTER
STRUCTURAL COMPONENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT AND
ENGINEER.
SECTION 01 200 - COMPANY FURNISHED MATERIAL AND EQUIPMENT
PART 1 - GENERAL
1.1 THE WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE OTHER
CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED
BY THE CONTRACTOR.
1.2 RELATED DOCUMENTS -
A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION.
IL SPRINT "STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE INCLUDED IN AND MADE A
PART OF THESE SPECIFICATIONS HEREWITH.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.1 RECEIPT OF MATERIAL AND EQUIPMENT:
A COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET IN THE
CONSTRUCTION DOCUMENTS.
B. THE CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT AND UPON
RECEIPT SHALL:-
1. ACCEPT DELIVERIES AS SHIPPED AND TAKE RECEIPT.
2. VERIFY COMPLETENESS AND CONDITION OF ALL DELIVERIES.
3. TAKE RESPONSIBILITY FOR EQUIPMENT AND PROVIDE INSURANCE PROTECTION AS REQUIRED IN
AGREEMENT.
4. RECORD ANY DEFECTS OR DAMAGES AND WITHIN TWENTY-FOUR HOURS AFTER RECEIPT,
REPORT TO SPRINT OR ITS DESIGNATED PROJECT REPRESENTATIVE OF SUCH.
5. PROVIDE SECURE AND NECESSARY WEATHER PROTECTED WAREHOUSING.
6. COORDINATE SAFE AND SECURE TRANSPORTATION OF MATERIAL AND EQUIPMENT, DELIVERING
AND OFF-LOADING FROM CONTRACTOR'S WAREHOUSE TO SITE.
REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, 3,2 OEI_LV_rneRLL FC:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE
SPRINT CONSTRUCTION MANAGER PRIOR TO PROCEEDING WITH THE WORK. A COMPLETE SHIPPING AND RECEIPT DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE.
1.10 USE Q -JOB SL THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION AND RELATED B. IF APPLICABLE, COMPLETE LOST/STOLEN/DAMAGED DOCUMENTATION REPORT AS NECESSARY IN
OPERATIONS INCLUDING STAGING AND STORAGE OF MATERIALS AND EQUIPMENT, PARKING, ACCORDANCE WITH COMPANY PRACTICE, AND AS DIRECTED BY COMPANY.
TEMPORARY FACILITIES, AND WASTE STORAGE TO THE LEASE PARCEL UNLESS OTHERWISE C. UPLOAD DOCUMENTATION INTO SPRINT SITE MANAGEMENT SYSTEM (SMS) AND/OR PROVIDE HARD
PERMITTED BY THE CONTRACT DOCUMENTS. COPY DOCUMENTATION AS REQUESTED.
SECTION 01 300 - CELL SITE CONSTRUCTION
PART 1 - GENERAL
1.1 I]HL- WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE OTHER
CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED
BY THE CONTRACTOR.
1.2 RELATED DOCUMENTS:
A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION.
B. SPRINT "STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE INCLUDED IN AND MADE A PART
OF THESE SPECIFICATIONS HEREWITH.
1.3 NOTICE TO PROCEED:
A NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE
OF THE WORK ORDER.
B. UPON RECEIVING NOTICE TO PROCEED, CONTRACTOR SHALL FULLY PERFORM ALL WORK NECESSARY
TO PROVIDE SPRINT WITH AN OPERATIONAL WIRELESS FACILITY.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.1 FUNCTIONAL REQUIREMENTS:
A. THE ACTIVITIES DESCRIBED IN THIS PARAGRAPH REPRESENT MINIMUM ACTIONS AND PROCESSES
REQUIRED TO SUCCESSFULLY COMPLETE THE WORK. THE ACTIVITIES DESCRIBED ARE NOT EXHAUSTIVE,
AND CONTRACTOR SHALL TAKE ANY AND ALL ACTIONS AS NECESSARY TO SUCCESSFULLY COMPLETE
THE CONSTRUCTION OF A FULLY FUNCTIONING WIRELESS FACILITY AT THE SITE IN ACCORDANCE WITH
COMPANY PROCESSES.
B. SUBMIT SPECIFIC DOCUMENTATION AS INDICATED HEREIN, AND OBTAIN REQUIRED APPROVALS WHILE
THE WORK IS BEING PERFORMED.
C. MANAGE AND CONDUCT ALL FIELD CONSTRUCTION SERVICE RELATED ACTIVITIES
D. PROVIDE CONSTRUCTION ACTIVITIES TO THE EXTENT REQUIRED BY THE CONTRACT DOCUMENTS,
INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
1. PERFORM ANY REQUIRED SITE ENVIRONMENTAL MITIGATION.
2. PREPARE GROUND SITES; PROVIDE DE -GRUBBING; AND ROUGH AND FINAL GRADING, AND
COMPOUND SURFACE TREATMENTS.
3. MANAGE AND CONDUCT ALL ACTIVITIES FOR INSTALLATION OF UTILITIES INCLUDING ELECTRICAL AND
TELCO BACKHAUL
4. INSTALL UNDERGROUND FACILITIES INCLUDING UNDERGROUND POWER AND COMMUNICATIONS
CONDUITS, AND UNDERGROUND GROUNDING SYSTEM.
5. INSTALL ABOVE GROUND GROUNDING SYSTEMS.
S. PROVIDE NEW HVAC INSTALLATIONS AND MODIFICATIONS.
7. INSTALL "H -FRAMES", CABINETS AND SHELTERS AS INDICATED.
B. INSTALL ROADS, ACCESS WAYS, CURBS AND DRAINS AS INDICATED.
9.ACCOMPLISH REQUIRED MODIFICATION OF EXISTING FACILITIES.
10.PROVIDE ANTENNA SUPPORT STRUCTURE FOUNDATIONS.
11. PROVIDE SLABS AND EQUIPMENT PLATFORMS.
12. INSTALL COMPOUND FENCING, SIGHT SHIELDING, LANDSCAPING AND ACCESS BARRIERS.
13. PERFORM INSPECTION AND MATERIAL TESTING AS REQUIRED HEREINAFTER.
14. CONDUCT SITE RESISTANCE TO EARTH TESTING AS REQUIRED HEREINAFTER
15. INSTALL FIXED GENERATOR SETS AND OTHER STANDBY POWER SOLUTIONS.
16. INSTALL TOWERS, ANTENNA SUPPORT STRUCTURES AND PLATFORMS ON EXISTING TOWERS AS
REQUIRED.
17. INSTALL CELL SITE RADIOS, MICROWAVE:, GPS, COAXIAL MAINLINE, ANTENNAS, CROSS BAND
COUPLERS, TOWER TOP AMPLIFIERS, LOW NOISE AMPLIFIERS AND RELATED EQUIPMENT.
18. PERFORM, DOCUMENT, AND CLOSE OUT ANY CONSTRUCTION CONTROL DOCUMENTS THAT MAY BE
REQUIRED BY GOVERNMENT AGENCIES AND LANDLORDS.
19. PERFORM ANTENNAL AND COAX SWEEP TESTING AND MAKE ANY AND ALL NECESSARY
CORRECTIONS.
20. REMAIN ON SITE MOBILIZED THROUGHOUT HAND-OFF AND INTEGRATION TO ASSIST AS NEEDED
UNTIL SITE IS DEEMED SUBSTANTIALLY COMPLETE AND PLACED "ON AIR."
3.2 GENERAL REQUIREMENTS FOR CML CONSTRUCTION:
A. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH.
AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE SITE ALL REMAINING
RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS MATERIALS.
B. EQUIPMENT ROOMS SHALL AT ALL TIMES BE MAINTAINED "BROOM CLEAN" AND CLEAR OF DEBRIS.
C. CONTRACTOR SHALL TAKE ALL REASONABLE PRECAUTIONS TO DISCOVER AND LOCATE ANY HAZARDOUS
CONDITION.
1. IN THE EVENT CONTRACTOR ENCOUNTERS ANY HAZARDOUS CONDITION WHICH HAS NOT BEEN
ABATED OR OTHERWISE MITIGATED, CONTRACTOR AND ALL OTHER PERSONS SHALL IMMEDIATELY
STOP WORK IN THE AFFECTED AREA AND NOTIFY COMPANY IN WRITING. THE WORK IN THE
AFFECTED AREA SHALL NOT BE RESUMED EXCEPT BY WRITTEN NOTIFICATION BY COMPANY.
2. CONTRACTOR AGREES TO USE CARE WHILE ON THE SITE AND SHALL NOT TAKE ANY ACTION THAT
WILL OR MAY RESULT IN OR CAUSE THE HAZARDOUS CONDITION TO BE FURTHER RELEASED IN
THE ENVIRONMENT, OR TO FURTHER EXPOSE INDIVIDUALS TO THE HAZARD.
D. CONTRACTOR'S ACTIVITIES SHALL BE RESTRICTED TO THE PROJECT LIMITS. SHOULD AREAS OUTSIDE
THE PROJECT LIMIT'S BE AFFECTED BY CONTRACTOR'S ACTIVITIES, CONTRACTOR SHALL IMMEDIATELY
RETURN THEM TO ORIGINAL CONDITION
E. CONDUCT TESTING AS REQUIRED HEREIN.
3.3 DFL IVFRAIN FS"
A CONTRACTOR SHALL REVIEW, APPROVE, AND SUBMIT TO SPRINT SHOP DRAWINGS, PRODUCT DATA,
SAMPLES, AND SIMILAR SUBMITTALS AS REQUIRED HEREINAFTER
S. PROVIDE DOCUMENTATION INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING. DOCUMENTATION
SHALL BE FORWARDED IN ORIGINAL FORMAT AND/OR UPLOADED INTO SMS.
1. ALL CORRESPONDENCE AND PRELIMINARY CONSTRUCTION REPORTS.
2. PROJECT PROGRESS REPORTS.
3. CML CONSTRUCTION START DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION).
4. ELECTRICAL SERVICE COMPLETION DATE (POPULATE FIELD IN SMS AND/OR FORWARD
NOTIFICATION).
5. LINES AND ANTENNA INSTALL DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION).
6. POWER INSTALL DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION).
7. TELCO READY DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATION).
Iow-
8. PPC (OR SHELTER) INSTALL DATE (POPULATE FIELD IN SMS AND/OR FORWARD NOTIFICATIopf.Cjt
9. TOWER CONSTRUCTION START DATE (POPULATE FIELD IN SMS AND/OR FO ARD y
NOTIFICATION).
10. TOWEER CONSTRUCTION COMPLETE DATE (POPULATE FIELD IN SMS AND/OR ;:�RWARC%.,
11. BTS AND RADIO EQUIPMENT DELIVERED AT SITE DATE (POPULATE FIELD IN SMS ^r.D/OR
FORWARD N
12. NETWORK OPERATIONSHANDOFF CHECKLIST (HOC WALK) COMPLETE (UPLOAD FORM IN S 'd�°9
13. CML CONSTRUCTION COMPLETE DATE (POPULATE FIELD IN SMS AND/OR FORW
NOTIFICATION).
14. SITE CONSTRUCTION PROGRESS PHOTOS UNLOADED INTO SMS. CONTINUE SHEET SP -2
Sprint
333 INVERNESS DRIVE SOUTH,
ENGLEWOOD, CO 80112
PLANS PREPARED BY:
i ►
•� Trylon
1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
SITE ACOUISMON:
W I R E L E S S
540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
(312) 895-4977
DRAWING NOTICE
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIONS:
DESCRIPTION DATE I BY REV
ISSUE FOR REVIEW 07/18 7VI A
ISSUE FOR CONSTRUCTION 08/18 DSM 0
SITE NAME
C00267 - PHASE
IC - CROWN HILL
AUGMENT ID:
DN73XCO94S 18.1
SITE CASCADE
DN73XCO94
SDE ADDRESS:-
8300
DDRESS:8300 WEST 38TH AVE,
l WHEAT RIDGE, CO
80033
SHL,7 DESCRIPTION:
SPRINT CONSTRUCTION
j SPECIFICATIONS
SHEET NUMBER:
C SP -1
CONTINUED FROM SP -1:
SECTION 01 400 - SUBMITTALS, TESTS, AND INSPECTIONS
PART 1 - GENERAL
1.1 THE WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE
OTHER CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO
BE PERFORMED BY THE CONTRACTOR.
1.2 RELATED DOCUMENTS:
A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION.
B. SPRINT "STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES ARE INCLUDED IN AND
MADE A PART OF THESE SPECIFICATIONS HEREWITH.
1.3 SUBMITTALS:
A. THE WORK IN ALL ASPECTS SHALL COMPLY WITH THE CONSTRUCTION DRAWINGS AND
THESE SPECIFICATIONS.
B. SUBMIT THE FOLLOWING TO COMPANY REPRESENTATIVE FOR APPROVAL
1. CONCRETE MIX -DESIGNS FOR TOWER FOUNDATIONS, ANCHORS PIERS, AND CONCRETE
PAVING.
2. CONCRETE BREAK TESTS AS SPECIFIED HEREIN.
3. SPECIAL FINISHES FOR INTERIOR SPACES, IF ANY.
C. ALTERNATES: AT THE COMPANY'S REQUEST, ANY ALTERNATIVES TO THE MATERIALS OR
METHODS SPECIFIED SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR
APPROVAL PRIOR TO BEING SHIPPED TO SITE. SPRINT WILL REVIEW AND APPROVE ONLY
THOSE REQUESTS MADE IN WRITING. NO VERBAL APPROVALS WILL BE CONSIDERED.
SUBMITTAL FOR APPROVAL SHALL INCLUDE A STATEMENT OF COST REDUCTION PROPOSED
FOR USE OF ALTERNATE PRODUCT.
1.4 TESTS AND INSPECTIONS:
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, INSPECTIONS
AND PROJECT DOCUMENTATION.
B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE
FOLLOWING:
1. COAX SWEEPS AND FIBER TESTS PER SPRINT TS -0200 CURRENT VERSION ANTENNA
LINE ACCEPTANCE STANDARDS.
2. AGL, AZIMUTH AND DOWNTILT USING ELECTRONIC COMMERCIAL
MADE -FOR -THE -PURPOSE ANTENNA ALIGNMENT TOOL
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK
IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT
OFF TESTING. p M p LU�Eg gUT �T �� p p 7H� F LL yy G
C. REQUAI�MUTHLODOWNTILT�AGLE AUPLO�C REPORT FROM ANTENNA ALIGNMENT TOOLOTON?kR
TASK 465. INSTALLED AZIMUTH, DOWNTILT, AND AGL MUST CONFORM TO THE RF DATA
SHEETS. SWEEP AND FIBER TESTS
2. SCANABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED
EQUIPMENT
3. ALL AVAILABLE JURISDICTIONAL INFORMATION
4. PDF SCAN OF REDLINES PRODUCED IN FIELD
5. ELECTRONIC AS -BUILT DRAWINGS IN AUTOCAD AND PDF FORMATS. ANY FIELD CHANGE
MUST BE REFLECTED BY MODIFYING THE PLANS, ELEVATIONS, AND DETAILS IN THE DRAWIN
SETS. GENERAL NOTES INDICATING MODIFICATIONS WILL NOT BE ACCEPTED. CHANGES
SHALL BE HIGHLIGHTED AS "CLOUDS° IDENTIFIED AS THE "AS -BUILT" CONDITION.
6. LIEN WAIVERS
7. FINAL PAYMENT APPLICATION
8. REQUIRED FINAL CONSTRUCTION PHOTOS
1.5 COMMISSIONING: PERFORM ALL COMMISSIONING AS REQUIRED BY APPLICABLE MOPS
1.6 INTEGRATION: PERFORM ALL INTEGRATION ACTIVITIES AS REQUIRED BY APPLICABLE MOPS
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
3.1 REQUIREMENTS FOR TESTING:
A. THIRD PARTY TESTING AGENCY: WHEN THE USE OF A THIRD PARTY INDEPENDENT TESTING
AGENCY IS REQUIRED, THE AGENCY THAT IS SELECTED MUST PERFORM SUCH WORK ON A
REGULAR BASIS IN THE STATE WHERE THE PROJECT IS LOCATED AND HAVE A THOROUGH
UNDERSTANDING OF LOCAL AVAILABLE MATERIALS, INCLUDING THE SOIL, ROCK, AND
GROUNDWATER CONDITIONS.
1. THE THIRD PARTY TESTING AGENCY IS TO BE FAMILIAR WITH THE APPLICABLE
REQUIREMENTS FOR THE TESTS TO BE DONE, EQUIPMENT TO BE USED, AND
ASSOCIATED HEALTH AND SAFETY ISSUES.
2. EXPERIENCE IN SOILS, CONCRETE, MASONRY, AGGREGATE, AND ASPHALT TESTING
USING ASTM, AASJTO, AND OTHER METHODS IS NEEDED.
3. EXPERIENCE IN SOILS, CONCRETE, MASONRY, AGGREGATE, AND ASPHALT TESTING
USING ASTM, AASJTO, AND OTHER METHODS IS NEEDED.
3.2 REQUIRED TESTS:
A. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO TH
FOLLOWING:
1. CONCRETE CYLINDER BREAK TESTS FOR THE TOWER AND ANCHOR FOUNDATIONS AS
SPECIFIED IN SECTION: PORTLAND CEMENT CONCRETE PAVING.
2. ASPHALT ROADWAY COMPACTED THICKNESS, SURFACE SMOOTHNESS, AND COMPACTED
DENSITY TESTING AS SPECIFIED IN SECTION: HOT MIX ASPHALT PAVING.
3. FIELD QUALITY CONTROL TESTING AS SPECIFIED IN SECTION: PORTLAND CEMENT
CONCRETE PAVING.
4. TESTING REQUIRED UNDER SECTION: AGGREGATE BASE FOR ACCESS ROADS, PADS AND
ANCHOR LOCATIONS
5. STRUCTURAL BACKFlLL COMPACTION TESTS FOR THE TOWER FOUNDATION.
3.3 REQUIRED INSPECTIONS:
A. SCHEDULE INSPECTIONS WITH COMPANY REPRESENTATIVE.
B. CONDUCT INSPECTIONS INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
1. GROUNDING SYSTEM INSTALLATION PRIOR TO EARTH CONCEALMENT DOCUMENTED WITH
DIGITAL PHOTOGRAPHS BY CONTRACTOR, APPROVED BY A&E OR SPRINT
REPRESENTATIVE.
2. FORMING FOR CONCRETE AND REBAR PLACEMENT PRIOR TO POUR DOCUMENTED WITH
DIGITAL PHOTOGRAPHS BY CONTRACTOR, APPROVED BY A&E OR SPRINT
REPRESENTATIVE.
3. COMPACTION OF BACKFILL MATERIALS; AGGREGATE BASE FOR ROADS, PADS, AND
ANCHORS; ASPHALT PAVING; AND SHAFT BACKFILL FOR CONCRETE AND WOOD POLES,
BY INDEPENDENT THIRD PARTY AGENCY.
4. PRE- AND POST -CONSTRUCTION ROOFTOP AND STRUCTURAL INSPECTIONS ON
EXISTING FACILITIES.
5. TOWER ERECTION SECTION STACKING AND PLATFORM ATTACHMENT DOCUMENTED BY
DIGITAL PHOTOGRAPHS BY THIRD PARTY AGENCY.
6. ANTENNA AZIMUTH , DOWN TILT AND PER SUNLIGHT TOOL SUNSIGHT INSTRUMENTS -
ANTENNALIGN ALIGNMENT TOOL (AAT)
7. VERIFICATION DOCUMENTED WITH THE ANTENNA CHECKLIST REPORT, BY A&E, SITE
DEVELOPMENT REP, OR RF REP.
8. FINAL INSPECTION CHECKLIST AND HANDOFF WALK (HOC.). SIGNED FORM SHOWING
ACCEPTANCE BY FIELD OPS IS TO BE UPLOADED INTO SMS.
9. COAX SWEEP AND FIBER TESTING DOCUMENTS SUBMITTED VIA SMS FOR RF APPROVAL
10. SCAN -ABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED
EQUIPMENT
E THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY WORK
IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A RESULT OF
TESTING.
F. CONSTRUCTION INSPECTIONS AND CORRECTIVE MEASURES SHALL BE DOCUMENTED BY THE
CONTRACTOR WITH WRITTEN REPORTS AND PHOTOGRAPHS. PHOTOGRAPHS MUST BE DIGITAL
AND OF SUFFICIENT QUALITY TO CLEARLY SHOW THE SITE CONSTRUCTION. PHOTOGRAPHS
MUST CLEARLY IDENTIFY THE PHOTOGRAPHED ITEM AND BE LABELED WITH THE SITE
CASCADE NUMBER, SITE NAME, DESCRIPTION, AND DATE.
3.4 DELIVERABLES: FS: TEST AND INSPECTION REPORTS AND CLOSEOUT DOCUMENTATION SHALL BE
UPLOADED TO THE SMS AND/OR FORWARDED TO SPRINT FOR INCLUSION INTO THE
PERMANENT SITE FILES.
A. THE FOLLOWING TEST AND INSPECTION REPORTS SHALL BE PROVIDED AS APPLICABLE.
1. CONCRETE MIX AND CYLINDER BREAK REPORTS.
2. STRUCTURAL BACKFILL COMPACTION REPORTS.
3. SITE RESISTANCE TO EARTH TEST.
4. ANTENNA AZIMUTH AND DOWN TILT VERIFICATION
5. TOWER ERECTION INSPECTIONS AND MEASUREMENTS DOCUMENTING TOWER INSTALLED
PER SUPPLIER'S REQUIREMENTS AND THE APPLICABLE SECTIONS HEREIN.
6. COAX CABLE SWEEP TESTS PER COMPANY'S "ANTENNA LINE ACCEPTANCE STANDARDS'.
B. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES THE FOLLOWING;
1. TEST WELLS AND TRENCHES: PHOTOGRAPHS OF ALL TEST WELLS; PHOTOGRAPHS
G SHOWING ALL OPEN EXCAVATIONS AND TRENCHING PRIOR TO BACKFILLING SHOWING A
TAPE MEASURE VISIBLE IN THE EXCAVATIONS INDICATING DEPTH.
2. CONDUITS, CONDUCTORS AND GROUNDING: PHOTOGRAPHS SHOWING TYPICAL
INSTALLATION OF CONDUCTORS AND CONNECTORS; PHOTOGRAPHS SHOWING TYPICAL
BEND RADIUS OF INSTALLED GROUND WIRES AND GROUND ROD SPACING;
3. CONCRETE FORMS AND REINFORCING: CONCRETE FORMING AT TOWER AND
EQUIPMENT/SHELTER PAD/FOUNDATIONS - PHOTOGRAPHS SHOWING ALL REINFORCING
STEEL, UTILITY AND CONDUIT STUB OUTS; PHOTOGRAPHS SHOWING CONCRETE POUR
OF SHELTER SLAB/FOUNDATION, TOWER FOUNDATION AND GUY ANCHORS WITH
VIBRATOR IN USE; PHOTOGRAPHS SHOWING EACH ANCHOR ON GUYED TOWERS,
BEFORE CONCRETE POUR.
4. TOWER, ANTENNAS AND MAINLINE: INSPECTION AND PHOTOGRAPHS OF SECTION
STACKING; INSPECTION AND PHOTOGRAPHS OF PLATFORM COMPONENT ATTACHMENT
POINTS; PHOTOGRAPHS OF TOWER TOP GROUNDING; PHOTOS OF TOWER COAX LINE
COLOR CODING AT THE TOP AND AT GROUND LEVEL; INSPECTION AND PHOTOGRAPHS
OF OPERATIONAL OF TOWER LIGHTING, AND PLACEMENT OF FAA REGISTRATION SIGN;
PHOTOGRAPHS SHOWING ADDITIONAL GROUNDING POINTS FOR TOWERS GREATER THAN
200 FEET.; PHOTOS OF ANTENNA GROUND BAR, EQUIPMENT GROUND BAR, AND
MASTER GROUND BAR; PHOTOS OF GPS ANTENNA(S); PHOTOS OF EACH SECTOR OF
ANTENNAS; ONE PHOTOGRAPH LOOKING AT THE SECTOR AND ONE FROM BEHIND
SHOWING THE PROJECTED COVERAGE AREA; PHOTOS OF COAX WEATHERPROOFING -
TOP AND BOTTOM; PHOTOS OF COAX GROUNDING --TOP AND BOTTOM; PHOTOS OF
ANTENNA AND MAST GROUNDING; PHOTOS OF COAX CABLE ENTRY INTO SHELTER;
PHOTOS OF PLATFORM MECHANICAL CONNECTIONS TO TOWER/MONOPOLE.
5. ROOF TOPS: PRE -CONSTRUCTION AND POST -CONSTRUCTION VISUAL INSPECTION AND
PHOTOGRAPHS OF THE ROOF AND INTERIOR TO DETERMINE AND DOCUMENT
CONDITIONS; ROOF TOP CONSTRUCTION INSPECTIONS AS REQUIRED BY THE
JURISDICTION: PHOTOGRAPHS OF CABLE TRAY AND/OR ICE BRIDGE; PHOTOGRAPHS OF
DOGHOUSE/CABLE EXIT FROM ROOF;
6. SITE LAYOUT - PHOTOGRAPHS OF THE OVERALL COMPOUND, INCLUDING EQUIPMENT
PLATFORM FROM ALL FOUR CORNERS.
E SECTION 01 500 - PROJECT REPORTING
PART 1 - GENERAL
1.1 THE WORK: THESE STANDARD CONSTRUCTION SPECIFICATIONS IN CONJUNCTION WITH THE
OTHER CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO
BE PERFORMED BY THE CONTRACTOR.
1.2 RELATED DOCUMENTS:
A. THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SECTIONS IN THIS SPECIFICATION.
B. SPRINT "STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES" ARE INCLUDED IN AND
MADE A PART OF THESE SPECIFICATIONS HEREWITH.
PART 2 - PRODUCTS (NOT USED)
PART 3 - EXECUTION
6. SITE RESISTANCE TO EARTH TESTING PER EXHIBIT: CELL SITE GROUNDING SYSTEM 3.1 WEEKLY REPORTS:
DESIGN. A CONTRACTOR SHALL PROVIDE SPRINT WITH WEEKLY REPORTS SHOWING PROJECT STATUS.
7. ANTENNA AND COAX SWEEP TESTS PER EXHIBIT: ANTENNA TRANSMISSION LINE THIS STATUS REPORT FORMAT WILL BE PROVIDED TO THE CONTRACTOR BY SPRINT. THE
ACCEPTANCE STANDARDS. REPORT WILL CONTAIN SITE ID NUMBER, THE MILESTONES FOR EACH SITE, INCLUDING THE
8. GROUNDING AT ANTENNA MASTS FOR GPS AND ANTENNAS BASELINE DATE, ESTIMATED COMPLETION DATE AND ACTUAL COMPLETION DATE.
9. ALL OTHER TESTS REQUIRED BY COMPANY OR JURISDICTION.
B. REPORT INFORMATION WILL BE TRANSMITTED TO SPRINT VIA ELECTRONIC MEANS AS REQUIRED.
THIS INFORMATION WILL PROVIDE A BASIS FOR PROGRESS MONITORING AND PAYMENT.
3.2 PROJECT CONFERENCE CALLS:
A. SPRINT MAY HOLD WEEKLY PROJECT CONFERENCE CALLS. CONTRACTOR WILL BE REQUIRED TO
COMMUNICATE SITE STATUS, MILESTONE COMPLETIONS AND UPCOMING MILESTONE
PROJECTIONS, AND ANSWER ANY OTHER SITE STATUS QUESTIONS AS NECESSARY.
3.3 PROJECT TRACKING IN SMS:
A. CONTRACTOR SHALL PROVIDE SCHEDULE UPDATES AND PROJECTIONS IN THE SMS SYSTEM ON
A WEEKLY BASIS.
3.4 ADDITIONAL REPORTING:
A. ADDITIONAL OR ALTERNATE REPORTING REQUIREMENTS MAY BE ADDED TO THE REPORT AS
DETERMINED TO BE REASONABLY NECESSARY BY COMPANY.
3.5 PROJECT PHOTOGRAPHS:
A. FILE DIGITAL PHOTOGRAPHS OF COMPLETED SITE IN JPEG FORMAT IN THE SMS PHOTO
LIBRARY FOR THE RESPECTIVE SITE. PHOTOGRAPHS SHALL BE CLEARLY LABELED WITH SITE
NUMBER, NAME AND DESCRIPTION, AND SHALL INCLUDE AT A MINIMUM THE FOLLOWING AS
APPLICABLE:
1. SHELTER AND TOWER OVERVIEW.
2. TOWER FOUNDATION(S) - FORMS AND STEEL BEFORE POUR (EACH ANCHOR ON GUYED
TOWERS).
3. TOWER FOUNDATION(S) POUR WITH VIBRATOR IN USE (EACH ANCHOR ON GUYED TOWERS).
4. TOWER STEEL AS BEING INSTALLED INTO HOLE (SHOW ANCHOR STEEL ON GUYED
TOWERS).
5. PHOTOS OF TOWER SECTION STACKING.
6. CONCRETE TESTING / SAMPLES.
7. PLACING OF ANCHOR BOLTS IN TOWER FOUNDATION.
B. BUILDING/WATER TANK FROM ROAD FOR TENANT IMPROVEMENTS OR COMMENTS.
9. SHELTER FOUNDATION --FORMS AND STEEL BEFORE POURING.
10. SHELTER FOUNDATION POUR WITH VIBRATOR IN USE.
11. COAX CABLE ENTRY INTO SHELTER.
12. PLATFORM MECHANICAL CONNECTIONS TO TOWER/MONOPOLE.
13. ROOFTOP PRE AND POST CONSTRUCTION PHOTOS TO INCLUDE PENETRATIONS AND
INTERIOR CEILING.
14. PHOTOS OF TOWER TOP COAX LINE COLOR CODING AND COLOR CODING AT GROUND
LEVEL
15. PHOTOS OF ALL APPROPRIATE COMPANY OR REGULATORY SIGNAGE.
16. PHOTOS OF EQUIPMENT BOLT DOWN INSIDE SHELTER.
17. POWER AND TELCO ENTRANCE TO COMPANY ENCLOSURE AND POWER AND TELCO SUPPLY
LOCATIONS INCLUDING METER/DISCONNECT.
18. ELECTRICAL TRENCH(S) WITH ELECTRICAL / CONDUIT BEFORE BACKFILL
19. ELECTRICAL TRENCH(S) WITH FOIL -BACKED TAPE BEFORE FURTHER BACKFILL,
20. TELCO TRENCH WITH TELEPHONE / CONDUIT BEFORE BACKFILL
21. TELCO TRENCH WITH FOIL -BACKED TAPE BEFORE FURTHER BACKFILL
22. SHELTER GROUND -RING TRENCH WITH GROUND -WIRE BEFORE BACKFILL (SHOW ALL CAD
WELDS AND BEND RADII).
23. TOWER GROUND -RING TRENCH WITH GROUND -WIRE BEFORE BACKFILL (SHOW ALL CAD
WELDS AND BEND RADII).
24. FENCE GROUND -RING TRENCH WITH GROUND -WIRE BEFORE BACKFILL (SHOW ALL CAD
WELDS AND BEND RADII).
25. ALL BTS GROUND CONNECTIONS.
26. ALL GROUND TEST WELLS.
27. ANTENNA GROUND BAR AND EQUIPMENT GROUND BAR.
28. ADDITIONAL GROUNDING POINTS ON TOWERS ABOVE 200'.
29. HVAC UNITS INCLUDING CONDENSERS ON SPLIT SYSTEMS.
30. GPS ANTENNAS.
31. CABLE TRAY AND/OR WAVEGUIDE BRIDGE.
32.DOGHOUSE/CABLE EXIT FROM ROOF.
33. EACH SECTOR OF ANTENNAS; ONE PHOTOGRAPH LOOKING AT THE SECTOR AND ONE FROM
BEHIND SHOWING THE PROJECTED COVERAGE AREA.
3.6 FINAL PROJECT ACCEPTANCE: COMPLETE ALL REQUIRED REPORTING TASKS PER CONTRACT,
CONTRACT DOCUMENTS OR THE SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS
SITES AND UPLOAD INTO SITERRA.
SUMMARY:
THIS SECTION SPECIFIES CUTTING AND PATCHING EXISTING ROOFING SYSTEMS WHERE
CONDUIT OR CABLES EXIT THE BUILDING ONTO THE ROOF OR BUILDING -MOUNTED
ANTENNAS, AND AS REQUIRED FOR WATERTIGHT PERFORMANCE. ROOFTOP ENTRY OPENINGS
IN MEMBRANE ROOFTOPS SHALL BE CONSTRUCTED TO COMPLY WITH LANDLORD, ANY
EXISTING WARRANTY, AND LOCAL JURISDICTIONAL STANDARDS.
1.4 SUBMITTALS:
A. PRE -CONSTRUCTION ROOF PHOTOS' COMPLETE A ROOF INSPECTION PRIOR TO THE INSTALLATION
OF SPRINT EQUIPMENT ON ANY ROOFTOP BUILD. AT A MINIMUM INSPECT AND PHOTOGRAPH
(MINIMUM 3 EA.) ALL AREAS IMPACTED BY THE ADDITION OF THE SPRINT EQUIPMENT.
B. PROVIDE SIMILAR PHOTOGRAPHS SHOWING ROOF CONDITIONS AFTER CONSTRUCTION (MINIMUM 3
EA.)
C. ROOF INSPECTION PHOTOGRAPHS SHOULD BE UPLOADED WITH CLOSEOUT PHOTOGRAPHS.
SECTION 09 900 - PAINTING City OT
QUALITY ASSURANCE:
A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPT LEWheat Ri
MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR EE
YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN RDANCE
WITH MANUFACTURER'S INSTRUCTIONS. Building Diu
B. COMPLY WITH ALL ENVIRONMENTAL REGULATIONS FOR VOLATILE ORGANIC COMPOUNDS.
CONTINUE SHEET SP -3
Sprint
333 INVERNESS DRIVE SOUTH,
ENGLEWOOD, CO 80112
� f �
Trylon
1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
• SrrE ACQUISITION;
W I R.1 ✓ E S
540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
(312) 895-4977
ENGINEERING SEI3i.
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;; YJ!^��•1�Y9� 4W
DRAWING NOTICE
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIONS:
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/18 7V1 A
ISSUE FOR CONSTRUCTION 08/18 DSM 0
SITE NAME
C00267 - PHASE
1 C - CROWN HILL
AUGMENT ID:
DN73XC094S18.1
SITE CASCADE:
DN73XCO94
SRE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033
FSHEET DESCRIPTION:SPRINT CONSTRUCTION
SPECIFICATIONS
SHEET NUMBER:
�P-2
CONTINUED FROM SP -2:
MATERIALS:
A. MANUFACTURERS: BENJAMIN MOORE, ICI DEVOE COATINGS, PPG, SHERWIN WILLIAMS OR
APPROVED EQUAL PROVIDE PREMIUM GRADE, PROFESSIONAL -QUALITY PRODUCTS FOR COATING
SYSTEMS.
PAINT SCHEDULE:
A. EXTERIOR ANTENNAE AND ANTENNA MOUNTING HARDWARE: ONE COAT OF PRIMER AND TWO
FINISH COATS. PAINT FOR ANTENNAE SHALL BE NON-METALUC BASED AND CONTAIN NO
METALLIC PARTICLES. PROVIDE COLORS AND PATTERNS AS REQUIRED TO MASK APPEARANCE
OF ANTENNAE ON ADJACENT BUILDING SURFACES AND AS ACCEPTABLE TO THE OWNER. REFER
TO ANTENNA MANUFACTURER'S INSTRUCTIONS WHENEVER POSSIBLE.
B. ROOFTOP CONSTRUCTION: TOUCH UP - PREPARE SURFACES TO BE REPAIRED. FOLLOW
INDUSTRY STANDARDS AND REQUIREMENTS OF OWNER TO MATCH EXISTING COATING AND
FINISH.
PAINTING APPLICATION:
1. INSPECT SURFACES, REPORT UNSATISFACTORY CONDITIONS IN WRITING; BEGINNING WORK
MEANS ACCEPTANCE OF SUBSTRATE.
2. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR PREPARATION,
PRIMING AND COATING WORK. COORDINATE WITH WORK OF OTHER SECTIONS.
3. MATCH APPROVED MOCK-UPS FOR COLOR, TEXTURE, AND PATTERN. RE -COAT OR REMOVE
AND REPLACE WORK WHICH DOES NOT MATCH OR SHOWS LOSS OF ADHESION.
4. CLEAN UP, TOUCH UP AND PROTECT WORK.
TOUCHUP PAINTING:
1. GALVANIZING DAMAGE AND ALL BOLTS AND NUT'S SHALL BE TOUCHED UP AFTER TOWER
ERECTION WITH 'GALVANOX,° 'DRY GALV,' OR -
ZINC -IT. -2. FIELD TOUCHUP PAINT SHALL BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S
WRITTEN INSTRUCTIONS.
3. ALL METAL COMPONENTS SHALL BE HANDLED WITH CARE TO PREVENT DAMAGE TO THE
COMPONENTS, THOR PRESERVATIVE TREATMENT, OR THEIR PROTECTIVE COATINGS.
SECTION 11 700 - ANTENNA ASSEMBLY, REMOTE RADIO HEADS AND CABLE INSTALLATION
SUMMARY:
THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRH'S, AND CABLE EQUIPMENT,
INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE.
ANTENNAS AND RRH'S,
THE NUMBER AND TYPE OF ANTENNAS AND RRH'S TO BE INSTALLED IS DETAILED ON THE
CONSTRUCTION DRAWINGS.
HYBRID CABLE:
HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CABLE
SHALL BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE MANUFACTURER'S
REQUIREMENTS.
JUMPERS AND CONNECTORS:
FURNISH AND INSTALL 1/2" COAX JUMPER CABLES BETWEEN THE RRH'S AND ANTENNAS.
JUMPERS SHALL BE TYPE LDF 4, FLC 12-50, CR 540, OR FXL 540. SUPER -FLEX CABLES ARE
NOT ACCEPTABLE. JUMPERS BETWEEN THE RRH'S AND ANTENNAS OR TOWER TOP AMPLIFIERS
SHALL CONSIST OF 1/2 INCH FOAM DIELECTRIC, OUTDOOR RATED COAXIAL CABLE. DO NOT USE
SUPERFLEX OUTDOORS. JUMPERS SHALL BE FACTORY FABRICATED IN APPROPRIATE LENGTHS WITH
A MAXIMUM OF 4 FEET EXCESS PER JUMPER AND HAVE CONNECTORS AT EACH END,
MANUFACTURED BY SUPPLIER. IF JUMPERS ARE FIELD FABRICATED, FOLLOW MANUFACTURER'S
REQUIREMENTS FOR INSTALLATION OF CONNECTORS
INSTALL SPUTTERS, COMBINERS, FILTERS PER RF DATA SHEET, FURNISHED BY SPRINT.
ANTENNA INSTALLATION:
THE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE
INSTRUCTIONS SUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTH, AND FEED
ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS.
A THE CONTRACTOR SHALL POSTITON THE ANTENNA ON TOWER PIPE MOUNTS SO THAT THE
BOTTOM STRUT IS LEVEL THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN
1 DEGREE.
B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS INDICATED
ON THE DRAWINGS.
HYBRID CABLES INSTALLATION:
A. THE CONTRACTOR SHALL ROUTE, TEST, AND INSTALL ALL CABLES AS INDICATED ON THE
CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE MANUFACTURER'S
SPECIFICATIONS FOR BENDING RADII.
C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING AND
INSTALLATION.
1. FASTENING MAIN HYBRID CABLES: ALL CABLES SHALL BE PERMANENTLY FASTENED TO THE
COAX LADDER AT 4'-0' OC USING NON-MAGNETIC STAINLESS STEEL CUPS.
2. FASTENING INDIVIDUAL FIBER AND DC CABLESS ABOVE BREAKOUT ENCLOSURE (MEDUSA),
WITHIN
�FIBER.R. SUPPOORRT FIBER�BUNDLEESS USING y¢" VEELL.CRO STR PS OF THE BOXES:
REQUIRED LENGTH
O 18° OC. STRAPS SHALL BE W, OIL AND WATER RESISTANT AND SUITABLE FOR
INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR APPROVED EQUAL
b. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES TO BE
W STABILIZED, BLACK NYLON, WITH TENSILE STRENGTH AT 12,000 PSI AS
MANUFACTURED BY NELCO PRODUCTS OR EQUAL
3. FASTENING JUMPERS: SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES USING
STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CUPS.
4. CABLE INSTALLATION:
a. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE CONSTRUCTION
MANAGER.
b. CABLE ROUTING: CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE LINES
WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON THE DRAWINGS.
AVOID TWISTING AND CROSSOVERS.
5. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE GROUNDED AS
INDICATED ON DRAWINGS.
6. HYBRID CABLE COLOR CODING: ALL COLOR CODING SHALL BE AS REQUIRED PER SPRINT
TS 0200 CURRENT VERSION.
�, 1r .Ila: Lol: s.. 9; :. I .1 :: :• .i .Ib
A. ALL FIBER & COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED.
B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST
BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND
INDUSTRY BEST PRACTICES.
1. COLD SHRINK: ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A
DOUBLE WRAP OF 2' ELECTRICAL TAPE EXTENDING 2' BEYOND TUBING. PROVIDE 3M
COLD SHRINK CXS SERIES OR EQUAL
2. SELF -AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF
SELF -AMALGAMATING TAPE 2' BEYOND CONNECTOR. APPLY A SECOND WRAP OF
SELF -AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 2"
WIDE ELECTRICAL TAPE EXTENDING T BEYOND THE SELF -AMALGAMATING TAPE.
3. 3M SUM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED.
4. OPEN FLAME ON JOB SITE IS NOT ACCEPTABLE
SECTION I1 800 - INSTALLATION OF MULTIMODAL BASE STATIONS (MMBTS) AND RELATED
EQUIPMENT
SUMMARY:
A. THIS SECTION SPECIFIES MMBTS CABINETS, POWER CABINETS, AND INTERNAL
EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS.
BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED
BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI).
B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND
PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR
NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE
INSTALLATION MOPS.
C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS
DC CIRCUIT BREAKER LABELING
A. LABEL CIRCUIT BREAKERS ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE - EN
2012-001, REV 1.
SUMMARY:
A. THIS SECTION SPECIFIES MMBTS CABINETS, POWER CABINETS, AND INTERNAL
EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS,
BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED
BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI).
B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND
PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR
NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE
INSTALLATION MOPS.
C. COMPLY WITH MANUFACTURERS INSTALLATION AND START-UP REQUIREMENTS
SUPPORTING DEVICES:
A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WITH
REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING:
1. AWED TUBE AND CONDUIT
2. B -UNE SYSTEM
3. UNISTRUT DIVERSIFIED PRODUCTS
4. THOMAS & BETTS
B. FASTENERS: TYPES, MATERIALS, AND CONSTRUCTION FEATURES AS FOLLOWS:
1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE.
2. POWER -DRIVEN THREADED STUDS: HEAT-TREATED STEEL, DESIGNED SPECIFICALLY
FOR THE INTENDED SERVICE.
3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD.
4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS.
5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY.
6. MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING -TENSION CLAMPS ON
STEEL
7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE
PERMITTED.
SUPPORTING DEVICES:
A. INSTALL SUPPORTING DEVICES TO FASTEN ELECTRICAL COMPONENTS SECURELY AND
PERMANENTLY IN ACCORDANCE WITH NEC.
B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES.
C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS AND
THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH
THE FOLLOWING:
D. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT
OF THE PROOF TEST LOAD.
E. USE VIBRATION AND SHOCK -RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE
SLABS.
ELECTRICAL IDENTIFICATION:
A. UPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET,
INSIDE DOORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM.
B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE
CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD.
CONDUIT:
A. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS
ABOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN
CONCRETE. RIGID CONDUIT AND FITTINGS SHALL BE STEEL, COATED WITH ZINC
EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING PROCESS. CONDUIT SHALL BE
PRODUCED TO ANSI SPECIFICATIONS C80.1, FEDERAL SPECIFICATION WW -C-581 AND
SHALL BE LISTED WITH THE UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE
THREADED - SET SCREW OR COMPRESSION FTTTINGS WILL NOT BE ACCEPTABLE. RGS
CONDUITS SHALL BE MANUFACTURED BY AWED, REPUBLIC OR WHEATLAND.
B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PVC) SUITABLE
FOR DIRECT BURIAL AS APPLICABLE. JOINTS SHALL BE BELLED, AND FLUSH SOLVENT
WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE
CARLON ELECTRICAL PRODUCTS OR APPROVED EQUAL
C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED
METALLIC LONG SWEEP RADIUS ELBOWS.
D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES
CONCEALED IN WALLS AND CEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY
WELDED, ELECTRO -GALVANIZED OR HOT -DIPPED GALVANIZED AND PRODUCED TO ANSI
SPECIFICATION C80.3, FEDERAL SPECIFICATION WW -C-563, AND SHALL BE UL LISTED.
EMT SHALL BE MANUFACTURED BY AWED, REPUBLIC OR WHEATLAND. OR APPROVED
EQUAL FITTINGS SHALL BE METAWC COMPRESSION. SET SCREW CONNECTIONS SHALL
NOT BE ACCEPTABLE.
E. LIQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO
EQUIPMENT. FITTINGS SHALL BE METAWC GLAND TYPE COMPRESSION FrMNGS.
MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS SHALL NOT
BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXCEED
6 -FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC.
MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE OR
UNIVERSAL METAL HOSE, OR APPROVED EQUAL
F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21 MM).
HUBS AND BOXES:
A AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED
HUBS PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED.
HUB SHALL INCLUDE LOCKNUT AND NEOPRENE 0 -RING SEAL PROVIDE IMPACT
RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT CABLE INSULATION.
B. CABLE TERMINATION FTTTINGS FOR CONDUIT
1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY 0-Z/GEDNEY OR
EQUAL
2. CABLE TERMINATORS FOR LFMC SHALL BE ETCO - CL2075; OR MADE FOR THE
PURPOSE PRODUCTS BY ROXTEC.
C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE
PLATED CAST ALLOY, HEAVY DUTY, WEATHERPROOF, DUST PROOF, WITH GASKET, PLATED
IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS, CROUSE -HINDS WAB SERIES
OR EQUAL
D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKETED
COVERS. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR
THE APPLICATION. PROVIDE CROUSE -HINDS FORM 8 OR EQUAL
E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE "D",
CROUSE -HINDS, COOPER, ADALET, APPLETON, O -Z GEDNEY, RACO, OR APPROVED
EQUAL
SUPPLEMENTAL GROUNDING SYSTEM
A FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM AS INDICATED ON THE
DRAWINGS. SUPPORT SYSTEM WITH NON-MAGNETIC STAINLESS STEEL CUPS WITH
RUBBER GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE, SIZES
AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR SOLID BARE OR INSULATED
CONDUCTORS AS INDICATED.
B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS,
EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS
REQUIRED BY MANUFACTURER; AT GROUND BARS USE TWO HOLE SPADES WITH NO OX.
C. STOLEN GROUND -BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CM
FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS.
EXISTING STRUCTURE:
A EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES, SWITCHES,
DEVICES, BOXES, AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE
COMPLETED PROJECT SHALL BE REMOVED OR DE -ENERGIZED AND CAPPED IN THE
WALL, CEIUNG, OR FLOOR SO THAT THEY ARE CONCEALED AND SAFE. WALL, CEILING.
OR FLOOR SHALL BE PATCHED TO MATCH THE ADJACENT CONSTRUCTION.
CONDUIT AND CONDUCTOR INSTALLATION:
A CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON -PERFORATED
STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE
WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN
CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES.
CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT
OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER,
PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUr
SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE
TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERIN¢¢ Cit Of
CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE 151DN Y
BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE NO
INSIDE. Jheat Ri(
B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRAG CE.
Uilding DIV.
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333 INVERNESS DRIVE SOUTH,
ENGLEWOOD. CO 80112
PIANS PREPARED BY:
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1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
- SITE ACQUISITION:
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540 W. MADISON ST. 9TH FLOOR
CHICAGO. IL 60661
(312) 895-4977
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DRAWING NOTICE
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
MV,o,Una
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/18 TVI A
ISSUE FOR CONSTRUCTION 08/18 DSM 0
SIZE NAME--
000267
AMEC00267 - PHASE
1 C - CROWN HILL
AUGMENT ID:
DN73XC094S18.1
SIZE CASCADE
DN73XCO94
SIZE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033
SmEET DESCRIPTION:
SPRINT CONSTRUCTION
SPECIFICATIONS
SHEET NUMBER.
SP -3
ITIS IS NOT A SURVEY. ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE
IORTH, EASEMENTS, STREET WIDTHS, AND SETBACKS WERE OBTAINED FROM A
IEOGRAPHIC INFORMATION SYSTEM (GIS) OR OTHER MEANS, AND ARE APPROXIMAT
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SITE NAME
333 INVERNESS DRIVE SOUTH,
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9-262-00-008
540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
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39-26 -04-006
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APN#
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THESE DOCUMENTS ARE CONFIDENTIAL
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SPRINT AND MAY NOT BE
— —
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
APN#
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39-262-04-003
REVISIONS:
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/18 TVI A
ISSUE FOR CONSTRUCTION 08/18 DSM 0
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1825 W. WALNUT HILL LANE, SUITE 302
IRVING. TEXAS 75038
1-855-669-5421
SITE ACQUISITION:
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540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
(312) 895-4977
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DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIONS:
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/16 TVI A
ISSUE FOR CONSTRUCTION 08/16 DSM 0
SITE NAME
C00267 - PHASE
1 C - CROWN HILL
AUGMENT ID:
DN73XC094S18.1
STiE CASCADE:
DN73XCO94
SITE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033
SHEET DESCRIPNON:
ENLARGED SITE PLAN
SHEET NUMBER:
A-1
INSTALL (3) (N) 1.716"0 SPRINT HYBRID
CABLE ALONG EXISTING CABLE ROUTE (E) SPRINT CABLE PORT
FROM (E) SPRINT EQUIPMENT TO (N)
BREAKOUT LOCATION
(E) ZAYO FIBER (E) BBU CABINET
CABINET
(E) SPRINT CABLE TRAY
(E) SPRINT METER _
(E) TRANSFORMER
— (E) SPRINT
MMBS CABINET
(E) SPRINT
BATTERY CABINET
(E) HVAC UNITS
(E) SPRINT
MMBS CABINET
(DELTA SECTOR)
(E) SPRINT 200A
PPC
(E) DESK (E) TELCO BOARD
(E) ACCESS DOOR
(E) SPRINT EQUIPMENT SHELTER —
City of
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EQUIPMENT PLANsc
172-= 1 -0
PIANS PREPARED FOR:
Sprint
333 INVERNESS DRIVE SOUTH,
ENGLEWOOD, CO 80112
T r y I o n
1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
- SITE ACOUISRION:
�J
W IR E LE S S
540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
(312) 895-4977
ea ea„ r
s?ry 6
3
i
"(0
DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIONS:
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/18 TVI A
ISSUE FOR CONSTRUCTION 08/18 DSM O
SITE NAME--
000267
AMEC00267 — PHASE
1 C — CROWN HILL
AUGMENT ID:
DN73XC094S18.1
SITE CASCADE
DN73XC094
SITE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033
SHEET DESCRIPTION:
EQUIPMENT
PLAN
SHEET NUMBER:
C A-2
(E) SPRINT 800/190OMHz DUALBAND
PANEL ANTENNA TO REMAIN
(TYP OF 1 PER SECTOR, 3 TOTAL)
(E) SPRINT 2.5GHz RRH
TO BE REMOVED
(TYP OF 1 PER SECTOR, 3 TOTAL)
(E) SPRINT 800MHz RRH
TO REMAIN
(TYP OF 1 PER SECTOR, 3 TOTAL)
(E) SPRINT 190OMHz RRH
TO REMAIN
(TYP OF 1 PER SECTOR, 3 TOTAL)
(E) SPRINT GPS ANTENNA
TO REMAIN
(TYP OF 2 PER GAMMA SECTOR,
2 TOTAL)
T�
(n b
<"ECTOR "C" V(E)
SLED MOUNT
27T AZIMUTH
(MW) � (E) SPRINT CABLE TRAY
LIr
(E) ANTENNA PIPE MAST
TO BE REMOVED
(TYP OF 1 PER SECTOR, 3 TOTAL)
EXISTING ANTENNA PLAN VIEW
— (E) SPRINT 2.5GHz PANEL ANTENNA
TO BE REMOVED
CM OF 1 PER SECTOR, 3 TOTAL)
s4"
A. .
g2iyG H
"%1011;lt
J
N
n�rn
(E) SPRINT 800/190OMHz DUALBAND
PANEL ANTENNA X A INSTALL (N) SPRINT MIMO PANEL
(TYP OF 1 PER SECTOR, 3 TOTAL) D ANTENNA
(TYP OF 1 PER SECTOR, 3 TOTAL)
(E) SPRINT 800MHz RRH
(TYP OF 1 PER SECTOR, 3 TOTAL)
(E) SPRINT 1900MHz RRH
(TYP OF 1 PER SECTOR, 3 TOTAL)
A.
mo
0 z' a' t 4i I PROPOSED ANTENNA PLAN VIEW
2'-8"
INSTALL (3) (N) 1.716.0 '
CABLE ALONG EXISTING CA
FROM (E) SPRINT EQUIPME
BREAKOUT LOCATION
(E) SPRINT GPS ANTENNA
(TYP OF 2 PER GAMMA SE
2 TOTAL)
SECURE EXCESS CABLES
COAX BLACKS $ GROMME
INSTALL (N) 3-1/2' O.D.._.._.._.
PIPE MAST
(TYP OF 1 PER SECTOR, 3 TOTAL)
) (N) FIBER JUMPER
J) SOOW POWER
:R SECTOR FROM
EAKOUT LOCATION TO
%NTENNAS
S
7p CTO
ITCy2�.
SCALE.2
6 2' 4' 1 1 4 =1 -o
Sprint
333 INVERNESS DRIVE SOUTH,
ENGLEWOOD, CO 80112
PLANS PREPARED BY:
Try I o n
1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
. SNE ACOUISMON:
W I R E L E S S
540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
(312) 895-4977
ENGINEERING SEAL*
—DRAWING Na
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIONS:
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/18 TVI A
ISSUE FOR CONSTRUCTION 08/18 DSM 0
SRE NAME
C00267 — PHASE
1 C — CROWN HILL
AUGMENT ID:
DN73XCO94S18.1
sNE CASCADE:
DN73XCO94
SNE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033 l
SHEET DESCRIPTION:
ANTENNA PLAN VIEWS
SHEET NUMB
A-3
I
(E) SPRINT GPS ANTENNA
(TYP OF 2 PER GAMMA SECTOR,
2 TOTAL)
(E) SPRINT MW ANTENNA Tiff
(TVP OF 1 PER GAMMA SECTOR, 1 TOTAL)
F-11:1 Ll (TYP
SPRINT 800/190OMHz DUALBAND
PANEL ANTENNA
(TVP OF 1 PER SECTOR, 3 To ❑ ElEl
(E) SPRINT 80OMHz RRH
❑ El 1:1L(J OF 1 L--4PSECTOR, L --A ALPE ❑
(E) SPRINT 1900MHz RRH (TVP OF
1 PER SECTOR, 3 TOTAL)
::1 El E El El u u ❑ ❑
�A❑ F-1 El ❑ ❑ ❑ =1E17II=L1L-1j1
�❑ ❑ ❑ ❑ Ll L ❑ E n ❑ /
_TOP OF (E) BUILDING Alk
0 ELEVATION 70'-0"f AGL
_ _TOP OF fN SPRINT ANTENNAS
O ELEVATION 67 -9 f AGL
_RAD CENTER OF (N) SPRINT ANTENNAS Ak
O ELEVATION 66 --0'f AGL
D CENTER OF U 800 1900 SPRINT_ ANTENNAS
0 ELEVATION 65'-6"t AGL IF
RA
(E) SPRINT 2.5GHz RRH
TO BE REMOVED
(TYP OF 1 PER SECTOR, 3 TOTAL)
REMOVE AND REPLACE (E) 2.5GHz PANEL
ANTENNA WITH (N) SPRINT MIMO ANTENNA
(TYP OF 1 PER SECTOR, 3 TOTAL)
INSTALL (N) 3-1/2' O.D.
ANTENNA PIPE MAST
(TYP OF 1 PER SECTOR, 3 TOTAL)
_ (E GRADE
ELEVATION 0'-0"f AGL
I
u
SOUTH ELEVATION
scAI.E:
o a'
TO_P OF E BUILDING _
0 ELEVATION 70'-0"t AGL
TOP OF N SPRINT ANTENNAS
O ELEVATION 67'-g'* AGL
OL RAD CENTER OF (N) SPRINT ANTENNAS
�'!v aTELEVATION 66'-O'E-AGL
RAD CENTER OF (E) 800/1900 SPRINT
ANTENNAS
0 ELEVATION 9'5=6 t AGL
REMOVE AND REPLACE (E) 2.5GHz PANEL
ANTENNA WITH (N) SPRINT MIMO ANTENNA
(TYP OF 1 PER SECTOR, 3 TOTAL)
INSTALL (N) 3-1/2' O.D.
ANTENNA PIPE MAST
(TYP OF 1 PER SECTOR, 3 TOTAL)
(E) SPRINT 2.5GHz RRH
TO BE REMOVED
(TYP OF 1 PER SECTOR, 3 TOTAL)
_(E) GRADE _
0 ELEVATION
0'-0"t AGL
I
L
(E) SPRINT 80OMHz RRH
(TYP OF 1 PER SECTOR, 3 TOTAL)
(E) SPRINT 1900MHz RRH (TYP OF
1 PER SECTOR, 3 TOTAL)
- (E) SPRINT 800/190OMHz DUALBAND
PANEL ANTENNA
(TYP OF 1 PER SECTOR, 3 TOTAL)
ElEl
❑ ❑I
I
L
I
---
44
P
-]1-
F-1 F
El -
E
E
E
Ln
E
City of
wheat Rldb.
Iuildi09 Divlson,
116.
EAST ELEVATION� 2
0 a' a' 18' 1 16 =1-0
— PLANS PREPARED FOR: --
Sprint
333 INVERNESS DRIVE SOUTH,
ENGLEWOOD, CO 80112
PIANS PREPARED BY:
100', TryIon
1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
SITE ACQUISRION:
540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
(312) 895-4977
ENGINEERING _
E Q t`
V, Sao
r
DRAWING NOTICE
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIONS:
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/18 TVI A
ISSUE FOR CONSTRUCTION 08/18 DSM 0
SITE NAME
C00267 — PHASE
1C — CROWN HILL
AUGMENT ID:
DN73XCO94S18.1
SITE CASCADE:
DN73XCO94
SITE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CID
80033
SHEET DESCRIPTION:
BUILDING
ELEVATIONS
SHEET NUMBER:
A-4
INSTALL (N) ANTENNA MI
BRACKET, PART #EP97-
(TYP. OF 1 PER SECTOR, 3
REMOVE AND REPLACE (E) A
PIPE MAST WITH (N) 3-1/
ANTENNA PIP
(TYP. OF 1 PER SECTOR, 3
(E) SPRINT ANTENNA
SLED MOUNT
INSTALL (N) SPRINT MIMO ANTENNA
(TYP. OF 1 PER SECTOR, 3 TOTAL)
GAMMA SECTOR
(E) WALL MOUNT.
INSTALL FIBER & DC BUNDLES
FOR MIMO ANTENNAS,
COIL & SECURE TO MOUNT
COIL EXCESS CABLES &
SECURE TO PIPE MOUNT DO
NOT EXCEED BEND RADIUS. CUT
POWER CABLES TO LENGTH &
TERMINATE AT MIMO
SECURE EXCESS CABLES w/
COAX BLOCKS & GROMMETS
ROUTE JUMPERS FROM HYBRID
CABLE TO NEW MASSIVE MIMO
ANTENNAS
INSTALL (1) (N) FIBER JUMPER
AND (1) (N) SOOW POWER JUMPER
PER SECTOR FROM HYBRID
BREAKOUT LOCATION TO (N) MIMO
ANTENNAS
INSTALL (N) SPRINT MIMO ANTENNA
(TYP. OF 1 PER SECTOR, 3 TOTAL)
INSTALL (N) ANTENNA MOUNTING
BRACKET, PART #EP97-01647A
(TYP. OF 1 PER SECTOR, 3 TOTAL)
REMOVE AND REPLACE (E) ANTENNA
PIPE MAST WITH (N) 3-1/2" O.D.
ANTENNA PIPE MAST
('TYP. OF 1 PER SECTOR, 3 TOTAL)
NSTALL FIBER & DC BUNDLES
"OR MIMO ANTENNAS,
:OIL & SECURE TO MOUNT
:OIL EXCESS CABLES &
SECURE TO PIPE MOUNT DO
40T EXCEED BEND RADIUS. CUT
SOWER CABLES TO LENGTH &
TERMINATE AT MIMO
;ECURE EXCESS CABLES w/
:OAX BLOCKS & GROMMETS
tOUTE JUMPERS FROM HYBRID
:ABLE TO NEW MASSIVE MIMO
WrENNAS
,NSTALI (1) (N) FIBER JUMPER
AND (1) (N) SOOW POWER JUMPER
PER SECTOR FROM HYBRID
BREAKOUT LOCATION TO (N) MIMO
ANTENNAS
EQUIPMENT MOUNTING ELEVATION VIEW.
0 7' z 3' 3 8 =1 -0'f
LED (STATUS LED)
TX MONITC
(SMA, RF)
MPO
DU Il.. r
19.685"
(SAMSUNG) 64T64R MIMO
DC POWER -48DC
(2PIN CIRCULAR)
GROUND
GNSS (TNC-TYPE)
SYNC (SMA) IPPS
OR 10MHz OR TDD
ANTEMA SPECFICATKM
PART # 64T64R MIMO
MANUF. SAMSUNG
WEIGHT 132.3 LBS
BRACKET SPECF9CATKW
PART # EP97-01647A
MANUF. SEOJIN
WEIGHT 17.6 LBS
10.2"
O)
C4
FRONT
oB' V 2' 3 4,sc=—Am,,-0 2 1 (SAMSUNG) MIMO ANTENNA MOUNTING BRACKET
G-AILr�'- Wheat P,
$uildrn
SC"`E`3
=1 —o
PLANS PREPARED FOR:
Sprint
333 INVERNESS DRIVE SOUTH,
ENGLEWOOD, CO 80112
PLANS PREPARED BY:
•
Try I o n
1825 W. WALNUT HILL LANE, SUITE 302
IRVING. TEXAS 75038
1-855-669-5421
- SITE ACOUISMON:
�J
W I R E L E S S
540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
(312) 895-4977
ENGINEERING
vy P}'t J..fOt�.
•,�'~�`
A
DRAWING NOTICE I L/
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIONS:
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/16 TVI A
ISSUE FOR CONSTRUCTION 08/18 DSM 0
SITE NAME
C00267 - PHASE
1 C - CROWN HILL
AUGMENT ID:
DN73XCO94S18.1
i
SITE CASCADE
DN73XCO94
SUE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033
SHEET DESCRIPTION:
DETAILS
SHEET NUMBER:
A-5
Sites with cable run over 200' will require the 4 gauge conductors to be Bi -Wired. The 4 gauge power
conductors from the Hybrid Cable will be terminated using four 2 hole compression lugs. The 6 gauge
power conductors will be terminated with two 2 hole compression lugs on one end and a field
installed OEM specific DC connector.
Connections will be weatherproofed with Y shaped heat shrink or tape and butyl.
5.2.1. Samsung
Samsung mMIMO Addition
Non -Standard Build Single Mode Hybrid Cable and Jumper Example
(12 Fiber Pairs and 6 (4AWG] Power Pairs)
" tc`W� ereripu ;_
Pax ndhber Pt"
laaoam�rl I�
�rPVAW wt«a �otnrawows�e�e •�
at•�wea.A,P.,Fro, BuuiWra
c�t/xa�nsane. ua
cai„eau mnnena
AP7=
;.yrrcs
�—�as��.r�,etws--��a•v�,.aeabwMl wK.mmueria•us---)
Not to Scale
BI—WIRE DETAILS I N (SAMSUNG) SINGLE MODE HYBRID CABLE AND JUMPER DETAIL NI TS ! 2
I MPO-PAMP Connector
SENKO IP -LC Connector
Power
Butt Splice Connector
Power Pair from Hybrid �.C1
or SOOW Cable
Shrink Tube
(SAMSUNG) POWER AND FIBER JUMPERS DETAIL
Tables 20-2, Coaxial Cable Color Code Sia
Indlicator
$00 #1
YeI(aw19010
Second
Yellow1900#2
$%%W
Cable
Firs#r4
Yel
Tford Ring
1 G
�e.2
No Type
NO Tape
1
2
No 7' ce
No Tape
1
3No
Tawe
No Tape
1
4
"ht!e
No Tape
No Tape
1
=
Na Tape
No Tape
1
6
G
No Tape
No'%De
I
T
NO Tape
NO we
i
$
NO Type
No Tape
2 Bata
1
No 'aoe
2
2
No TIlpe
2
3
rao Tape
2
4
White
Mite
No Tape
2
6
GrW
Grey
No Tape
2
7
NW
Pu
N4 Tape
2
8
Orange
Orani
No lboe
3 Gamma
1
, GtAV_ _'
3
2
3
3
3
4
VW%te
Vtl+ltlba
j► Itp
3
S
3
6
Gfw
Grey
G.ey
3
PU7V$e
Pd j�e
3
$
orange
Canoe
,,,;f,.J'l
NETS 3 SPRINT COLOR CODE
.e 'Fable 20-3. Frecruenoi+'/Radio Color Code
Frequency/Radio
Indlicator
$00 #1
YeI(aw19010
#1
Yellow1900#2
Yellow19tNikMw
ilte
#3
Yel
1;900 #4
Yell) w8110
�e.2
Yellarr250if
11ii
Yellow W
2500 #2
Yellow X11 k
PLANS PREPARED FOR:
Sprint
333 INVERNESS DRIVE SOUTH,
ENGLEWOOD, CO 80112
Trylon
1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
- SrTE ACOUISRION:
W IR E L E S S
540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
(312) 895-4977
—ENGINEERING S
'IL,
a,
—DRAWING NOTICE:
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIDNs:
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/18 TVI A
ISSUE FOR CONSTRUCTION 08/18 OSM 0
SrrE NAME
C00267 — PHASE
1 C — CROWN HILL
AUGMENT ID:
DN73XC094S18.1
SUE CASCADE
DN73XCO94
SITE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033
SHEET DESCRIPTION:
DETAILS
SHEET NUMBER:
A-6
_ OUTPUTS
o"1
i7 }
rn
Q 0
ri }
�1 �y�
�4 ! 5S. IS
s
Kl
�
wC
NOTE: ONE OPTIC JUNCTION CYLINDER & ONE POWER
i7 JUNCTION CYLINDER IS REQUIRED PER SECTOR
vi o
N
o OPTIC JUNCTIN CYLINDER MAX WEIGHT m 4.03 LBS
POWER JUNCTION CYLINDER MAX WEIGHT -5.36 LBS
FRONT
INPUTS
BOTTOM
BREAKOUT CYLINDER SCAM N 1
DETAILS NOT USEDN.TS
2
City Of
Wheat Ridge
Building �ivison
DETAILS NOT USEDN;wAm'
3
DETAILS NOT USED
4
NSCALE'
PLANS PREPARED FOR.
Sprint
333 INVERNESS DRIVE SOUTH,
ENGLEWOOD, CO 80112
PLANS PREPARED BY:
■
Trylon
1825 W. WALNLIT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
• SITE ACQUISITION:
&T(.,;
W I R E L E S S
540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
(312) 895-4977
DRAWING NOTICE
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
rmna�vr+a:
DESCRIPTION DATE BY
o"1
s:
Q 0
ISSUE FOR CONSTRUCTION 00/16 DSM
�1 �y�
�4 ! 5S. IS
y
�
�
wC
DRAWING NOTICE
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
rmna�vr+a:
DESCRIPTION DATE BY
REV
ISSUE FOR REVIEW 07/16 TVI
A
ISSUE FOR CONSTRUCTION 00/16 DSM
O
SITE NAME:
C00267 — PHASE
1C — CROWN HILL
AUGMENT ID:
DN73XCO94S18.1
SITE CASCADE:
DN73XCO94
SRE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033
SHEET DESCRIPTION:
DETAILS
SHEEP NUMBER:
A-7
Augment ID: bN73XC094S18.1
RFDS ID: 175596
IFP
CWA& 7,g;
RanMAadOtnMma
TMS SshaduA lO RFE-w raceratiP1D o"
ARUI OEM 3—, ..� RF Ma..�..er
SwitthDEM Stx ar
RFDSIsSOeDate MIMXS2k12MO MMJM
RFDS fkvlOw Date
RFDS aevisiorl LTE 1
flSd Cpnstate VES t9GDLTf
pFDd-lssueOaie oSaiz5;8 19aoV'aa
vo
De - Statttl e.iorau -
BaderAlealrlaGam etz ran
Pwtect C4 -Puon +«xsRataemnrw,..ac,
Model Number
MvddNamber We • rLbs.
kVai htlfbsi Dlmensaelt 1n,
DitntnslansnR.t UEFew Admuth
Ma - eituret Manufacturer
UE R, w, CL rn.ters
tatHlMa wmnlq
tm Rude
-040 r+.tu
Market
Cb"
ids
Mart
Gr
suwr R
stab
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gamma
Cann:
Dimensions inJ
2500MFIi
a
f900MHt
132.3
OlrneflAwn Iin..
Marwdatlure�
MoMNumber
Wei hf tbs.)
OlrttansidKtM,?
tdandfxiurer
Gr Mletma nestled at sit! -
Model Number
lips"
NIA
t Zea
WA - -
Vifftltlobe) NIA NA WA WA
NIA
Madel Nurntxt
Dtntnsltlm Or4PVA
NIA
Wei r'tlLbs.l
Atanafeclurar Samsung Samsung NIA
NIA
NIA
I
Wal ht4bt.l
Dimensions inJ
NIA
N./A
— WA
.. WA
Wa
WA
We M gun
132.3
OlrneflAwn Iin..
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Wmens7ons i1n:l
NIA
RW _-I o
NIA
NIA _ _ L o
NIA
fdanulattuxer
NIA
NIA
ManOlatturer
120
0 —
. ■auuaaaaat
240
fwA
WA
N7A
0 WA WA
NIA
NIA
WA
Antenna 1 Cantor Lace (ft) 67
Antenna i EfeeMral DT 3
Antenna 1 Efecoica! DT WA
Antenna 1 Efenlnra! 0T 3 WA
.Modal flumbec
VAe: rt(Lbt
G7
4
N/A
NIA
N/A,
N/A
NIA
MadefNumber
NIA
NIA — —
W.I;htitbs..
DlmeaskRts :In.)
7
Web ht lLbs.i
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NfA
ulnlenslans in.
Maradactwer
Dimehiions Iin.l
Maridafturer
AIRttionams, nmdtdat site
ManWaLurr
T HatOusmi
BaM"w
Model Number
ModalNumber
Wel0hi..t al.
We:et I Umj
Polade4Number
Dimensions:..___
Dimensions j?n,j
Manufacturer
Mantlfatturer
DimermM In.
Nwnl3eraFlITsa'1
Naedad at aka
Mamdxturer
Power fhotectim kabinet
aww: iw Alpha esti SwIlaw Doth
1
lladaiv:msti f- --+....,. ... ,fwWxiac:vra•-`- - . tralr.s+w•_= - NIA
lips"
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NIA
WA
Dtntnsltlm Or4PVA
NIA
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Atanafeclurar Samsung Samsung NIA
NIA
NIA
NumberdR"sIWtstw I 1 1 0
0
0
Tn"ik6lrl 11 - • _
r4adelNurhbor MIMCi UppfatlBFlDOr STIVERC A'IMDt;agr..leftx 5fKERC MIMO L"L93 Fiber SIA+ERf: I N/A
ANIA NIA
welgtlt (itis 1
.069 :669 .068 N/A
NIA NIA
Dlmeasions(IrL)
0.31 031 0.31 NIA
NIA NZA
Manufacturer' N/A WA NIA N/A
NIA NAA
band '500 Alpha
■docent
Beta
Trylon
Gamma
DsNa
Epsilon
Zeta
_
Modal Numbe MMU
Weight(Ib5) 132.3
Dim 41.3x19.7x55
Manufacture Samsung
nf1 Tap Jumper MakefModelf]ItA A
Ant 1 RF requested Diameter NIA
/
MMU
MNII
132.3
41.3 x 19.7 x 5.5
Samsung —
NIA _ a
NIA
NIA
NIA
NIA
NIA
NIA
NIA
N/A
NIA
N./A
— WA
.. WA
Wa
WA
___L_
132.3
N(A
41.3x19.7a5.5
NCA
Samsung
NIA
RW _-I o
NIA
NIA _ _ L o
NIA
Ant IRFrequested Top iumPer NIA
Len9h(R)
NIA
NIA
Antenna 1 Azimuth 0
Antenna 1 Mechanical DT 0
120
0 —
240
fwA
WA
N7A
0 WA WA
NIA
NIA
WA
Antenna 1 Cantor Lace (ft) 67
Antenna i EfeeMral DT 3
Antenna 1 Efecoica! DT WA
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City Of
wheat )'41S'e
PIANS PREPARED FOR:
Sprint
333 INVERNESS DRIVE SOUTH,
ENGLEWOOD. CO 80112
PIANS PREPARED BY-
1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
SIFE ACQUISITION:
W IR E L E S S
540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
(312) 895-4977
DRAWING NOTICE
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIONS:
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/18 TVI A
ISSUE FOR CONSTRUCTION 08/18 DSM 0
SITE NAME
C00267 — PHASE
1C — CROWN HILL
AUGMENT ID:
DN73XC094S18.1
SRE CASCADE:
DN73XCO94
SITE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033
SHEET DESCRIPTION:
RF DATA SHEETS
SHEET NUMBER: Q
A-8
0
•
Trylon
1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
SIFE ACQUISITION:
W IR E L E S S
540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
(312) 895-4977
DRAWING NOTICE
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIONS:
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/18 TVI A
ISSUE FOR CONSTRUCTION 08/18 DSM 0
SITE NAME
C00267 — PHASE
1C — CROWN HILL
AUGMENT ID:
DN73XC094S18.1
SRE CASCADE:
DN73XCO94
SITE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033
SHEET DESCRIPTION:
RF DATA SHEETS
SHEET NUMBER: Q
A-8
0
O FOR NEW OR REPAIRED GROUNDING
EQUIPMENT, REFER TO SPRINT
GROUNDING STANDARDS AND
FOLLOWING (SUPPLEMENTS):
—ANTI—THEFT UPDATE TO SPRINT
GROUNDING DATED 08-24-12 (OR
CURRENT VERSION)
—SPRINT ENGINEERING LETTER
EL -0504 DATED 04-20-12 (OR
CURRENT VERSION)
O
SYMBOL LEGEND
SPECIAL WORK NOTE
EXOTHERMIC CONNECTION
MECHANICAL CONNECTION
❑
CABLE GROUNDING KIT
N ANTENNA
SUPPORT PIPE
INSTALL N %2 GROUND,
EA, D , INSULATED
COPPER
INSTALL (N) #2 GROUND,
EA. SOLID TINNED
(E) ANTENNA GROUND
BAR (AGB)
(N) HYBRID CABLE MPO MEDUSA
INSTALL (N) CABLE GROUNDING KIT:
INSTALL (N) FIBER FOR RAD CENTERS < 200', TYP. AT TOP, BOTTOM,
AND DC JUMPER AND AT EQUIPMENT
CABLES, TYP. FOR RAD CENTERS > 200', TYP. AT TOP, BOTTOM,
EVERY 200', AND AT EQUIPMENT
I
TO ADDITIONAL SECTORS
7
INSTALL (N) (3) 1.716"0
HYBRID CABLE.
INSIALL (N)
INTERNAL GROUND
KIT AND (N) 06
INSULATED WITH 2
HOLE LUG
POWER AND GROUNDING SINGLE LINE DIAGRAMS
(E) #2 SOLID TINNED
COPPER TO EXISTING
GROUNDING RING
(E) INTERCONNECT CONDUIT
(E) #2 SOLID TINNED
BCW COPPER
(E) EQUIPMENT
GROUND BAR (EGB)
(E) FIBER DISTRIBUTION
PANEL
(E) MMBTS
COMBO
CABINET
(E) BURIED
GROUND RING
BBU(E)#2 SOLID
CABINET TINNED COPPER(E
) MASTER
TO EXISTING GROUND BAR
GROUNDING (MGB)
RING
(E) GROUNDING
m
1) ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL
ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE STATE AND LOCAL CODES.
2) THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL CONDUIT ROUTING WITH LOCAL
UTILITY COMPANIES AND SPRINT CONSTRUCTION MANAGER.
3) ALL CONDUITS ROUTED BELOW GRADE SHALL TRANSITION TO RIGID GALVANIZED
ELBOWS WITH RIGID GALVANIZED STEEL CONDUIT ABOVE GRADE.
4) ALL METAL CONDUITS SHALL BE PROVIDED WITH GROUNDING BUSHINGS.
5) GENERAL CONTRACTOR SHALL PROVIDE ALL DIRECT BURIED CONDUITS WITH PLASTIC
WARNING TAPE IDENTIFYING CONTENTS. TAPE COLORS SHALL BE ORANGE FOR TELEPHONE
AND RED FOR ELECTRIC.
6) ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED AND PROCURED PER
SPECIFICATION REQUIREMENTS.
7) THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIALS DESCRIBED BY DRAWINGS
AND SPECIFICATIONS INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING AND
APPROVED ELECTRICAL SYSTEM.
8) GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR
OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS.
9) ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER
SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 PVC (AS
PERMITTED BY CODE) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR
NONMETALLIC CONDUITS.
10) BURIED CONDUIT SHALL BE SCHEDULE 40 PVC.
11) ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHHW. THWN. OR THIN INSULATION.
12) RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION
POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON THIS DRAWING. PROVIDE
FULL LENGTH PULL ROPE. COORDINATE INSTALLATION WITH UTILITY COMPANY.
13) RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT
AND PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET AS INDICATED ON
THIS DRAWING PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT. PROVIDE
GREENLEE CONDUIT MEASURING TAPE AT EACH END.
14) FIBER OPTIC CIRCUITS SHALL BE IN ACCORDANCE WITH NEC ARTICLE 770—OPTICAL
FIBER CABLES AND RACEWAYS.
15) COMMUNICATIONS CIRCUITS SHALL BE IN ACCORDANCE WITH NEC ARTICLE
800—COMMUNICATIONS SYSTEMS.
SCALE
N.T.S.
1
DETAIL NOT USED N�` 2 I DETAIL NOT USED N�` $ I
PIANS PREPARED FOR: -
Sprint
333 INVERNESS DRIVE SOUTH,
ENGLEWOOD, CO 80112
r PLANS PREPARED BY,
Trylon
1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
- SITE ACQUISITION:
ISI-JEJ
W I R E L E S S
540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
(312) 895-4977
��(E) GROUND CONDUCTOR
TO EXISTING BUILDING
GROUND RING
(E) ELECTRICAL PANEL
Y
°y
(E) 20OA-2P MAIN
CIRCUIT BREAKER (MCB)
(E) SPRINT METER INr
BREAKER
IN
(E) METER BANK
i IN PPC
)A�
NTEF (E) AC POWER
(E) FIBER
ON (E)
TELCO PANEL
POWER AND GROUNDING SINGLE LINE DIAGRAMS
(E) #2 SOLID TINNED
COPPER TO EXISTING
GROUNDING RING
(E) INTERCONNECT CONDUIT
(E) #2 SOLID TINNED
BCW COPPER
(E) EQUIPMENT
GROUND BAR (EGB)
(E) FIBER DISTRIBUTION
PANEL
(E) MMBTS
COMBO
CABINET
(E) BURIED
GROUND RING
BBU(E)#2 SOLID
CABINET TINNED COPPER(E
) MASTER
TO EXISTING GROUND BAR
GROUNDING (MGB)
RING
(E) GROUNDING
m
1) ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL
ELECTRICAL CODE (NEC) AS WELL AS APPLICABLE STATE AND LOCAL CODES.
2) THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL CONDUIT ROUTING WITH LOCAL
UTILITY COMPANIES AND SPRINT CONSTRUCTION MANAGER.
3) ALL CONDUITS ROUTED BELOW GRADE SHALL TRANSITION TO RIGID GALVANIZED
ELBOWS WITH RIGID GALVANIZED STEEL CONDUIT ABOVE GRADE.
4) ALL METAL CONDUITS SHALL BE PROVIDED WITH GROUNDING BUSHINGS.
5) GENERAL CONTRACTOR SHALL PROVIDE ALL DIRECT BURIED CONDUITS WITH PLASTIC
WARNING TAPE IDENTIFYING CONTENTS. TAPE COLORS SHALL BE ORANGE FOR TELEPHONE
AND RED FOR ELECTRIC.
6) ALL ELECTRICAL ITEMS SHALL BE U.L APPROVED OR LISTED AND PROCURED PER
SPECIFICATION REQUIREMENTS.
7) THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIALS DESCRIBED BY DRAWINGS
AND SPECIFICATIONS INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING AND
APPROVED ELECTRICAL SYSTEM.
8) GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR
OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS.
9) ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER
SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 PVC (AS
PERMITTED BY CODE) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE METAL OR
NONMETALLIC CONDUITS.
10) BURIED CONDUIT SHALL BE SCHEDULE 40 PVC.
11) ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHHW. THWN. OR THIN INSULATION.
12) RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATION
POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON THIS DRAWING. PROVIDE
FULL LENGTH PULL ROPE. COORDINATE INSTALLATION WITH UTILITY COMPANY.
13) RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT
AND PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET AS INDICATED ON
THIS DRAWING PROVIDE FULL LENGTH PULL ROPE IN INSTALLED TELCO CONDUIT. PROVIDE
GREENLEE CONDUIT MEASURING TAPE AT EACH END.
14) FIBER OPTIC CIRCUITS SHALL BE IN ACCORDANCE WITH NEC ARTICLE 770—OPTICAL
FIBER CABLES AND RACEWAYS.
15) COMMUNICATIONS CIRCUITS SHALL BE IN ACCORDANCE WITH NEC ARTICLE
800—COMMUNICATIONS SYSTEMS.
SCALE
N.T.S.
1
DETAIL NOT USED N�` 2 I DETAIL NOT USED N�` $ I
PIANS PREPARED FOR: -
Sprint
333 INVERNESS DRIVE SOUTH,
ENGLEWOOD, CO 80112
r PLANS PREPARED BY,
Trylon
1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
- SITE ACQUISITION:
ISI-JEJ
W I R E L E S S
540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
(312) 895-4977
"14-k
DRAWING NOTICE
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIONS:
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/18 TVI A
ISSUE FOR CONSTRUCTION 08/18 DSM 0
SITE NAME
C00267 - PHASE
1C - CROWN HILL
AUGMENT ID:
DN73XCO94S18.1
SITE CASCADE:
DN73XCO94
SITE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033
SHEET DESCRIPTION:
SINGLE LINE DIAGRAMS
SHEET NUMBER:
E-1
s�':
�1+
Y
°y
+
R
"
+
"14-k
DRAWING NOTICE
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIONS:
DESCRIPTION DATE BY REV
ISSUE FOR REVIEW 07/18 TVI A
ISSUE FOR CONSTRUCTION 08/18 DSM 0
SITE NAME
C00267 - PHASE
1C - CROWN HILL
AUGMENT ID:
DN73XCO94S18.1
SITE CASCADE:
DN73XCO94
SITE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033
SHEET DESCRIPTION:
SINGLE LINE DIAGRAMS
SHEET NUMBER:
E-1
EXISTING GROUNDING BAR
ON WALL, FLOOR, OR ON
ANTENNA TOWER
INSTALLATION
2# AWG STRANDED
INSULATED, #4 OR #6 AWG
SOLID CU CONDUCTOR WITH
GREEN, 60OV, THWN-2
INSULATION
TWO HOLE SPADL, ,.,
BE USED TO CONNECT
TO GROUND BAR
NOTES
1. APPLY NO -OX TO LUG AND BAR CONTACT SURFACE. DO
NOT COAT INLINE LUG.
2. IF STOLEN GROUND BARS ARE ENCOUNTERED, CONTACT
SPRINT CM FOR REPLACEMENT THREADED ROD KIT.
OF GROUNDING CONDUCTOR TO GROUNDING BAR DETAIL
PROTECTIVE GROUNDING SYSTEMS GENERAL NOTES:
BUTT CONDUCTOR INSULATION UP
AGAINST THE CONNECTOR BARREL
INSPECTION WINDOW
REQUIRED FOR ALL INTERIOR
TWO -HOLE CONNECTORS
EXTERNAL
3/8"0x1
S/S NU
S/S LOCK
WASHER
S/S FLAT
WASHER
APPLY NO -OX
S/S FLAT' i GROUND BAR
WASHER
S/S BOLT (1 COLD SHRINK OR
OF 2) APPROVED EQUAL
TINNED COPPER
GROUNDING BAR
Nsrs 1 TWO HOLE LUG DETAIL
1. GROUNDING SHALL BE IN ACCORDANCE WITH NEC ARTICLE 250 -GROUNDING AND BONDING.
2. GROUNDING SHALL BE IN ACCORDANCE WITH SPRINT SSEO DOCUMENTS 3.018.02.004 "BONDING, GROUNDING AND TRANSIENT PROTECTION
FOR CELL SITES" AND 3.018.10.002 "SITE RESISTANCE TO EARTH TESTING".
3. PROVIDE GROUND CONNECTIONS FOR ALL METALLIC STRUCTURES, ENCLOSURES, RACEWAYS AND OTHER CONDUCTIVE ITEMS ASSOCIATED WITH
THE INSTALLATION OF CARRIER'S EQUIPMENT.
4. GROUND CONNECTIONS: CLEAN SURFACES THOROUGHLY BEFORE APPLYING GROUND LUGS OR CLAMPS. IF SURFACE IS COATED, REMOVE THE
COATING, APPLY A NON -CORROSIVE APPROVED COMPOUND TO CLEAN SURFACE AND INSTALL LUGS OR CLAMPS. WHERE GALVANIZING IS
REMOVED FROM METAL, IT SHALL BE PAINTED OR TOUCHED UP WITH "GALVAMOX" OR EQUAL.
5. ALL GROUNDING WIRES SHALL PROVIDE A STRAIGHT, DOWNWARD PATH TO GROUND WITH GRADUAL BENDS AS REQUIRED. GROUND WIRES
SHALL NOT BE LOOPED OR SHARPLY BENT.
6. ALL CLAMPS AND SUPPORTS USED TO SUPPORT THE GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS SHALL BE PVC TYPE (NON
CONDUCTIVE). DO NOT USE METAL BRACKETS OR SUPPORTS WHICH WOULD FORM A COMPLETE RING AROUND ANY GROUNDING CONDUCTOR.
7. ALL GROUND WIRES SHALL BE #2 SOLID TINNED BCW UNLESS NOTED OTHERWISE.
8. PROVIDE DEDICATED #2 AWG COPPER GROUND WIRE FROM EACH ANTENNA MOUNTING PIPE TO ASSOCIATED CIGBE.
9. GROUND ANTENNA BASES, FRAMES, CABLE RACKS, AND OTHER METALLIC COMPONENTS WITH #2 INSULATED TINNED STRANDED COPPER
GROUNDING CONDUCTORS AND CONNECT TO INSULATED SURFACE MOUNTED GROUND BARS. CONNECTION DETAILS SHALL FOLLOW
MANUFACTURER'S SPECIFICATIONS FOR GROUNDING.
10. EACH EQUIPMENT CABINET SHALL BE CONNECTED TO THE MASTER ISOLATION GROUND BAR (MGB) WITH #2 SOLID TINNED BCW EQUIPMENT
CABINETS WALL HAVE (2) CONNECTIONS.
11. GROUND HYBRIFLEX SHIELD AT TOP, BOTTOM AND AT TRANSITION TO HYBRIFLEX JUMPER CABLES AT EQUIPMENT CABINET ENTRANCE USING
MANUFACTURER'S GUIDELINES. WHEN HYBRIFLEX CABLE EXCEEDS 200', GROUND AT INTERVALS NOT EXCEEDING 100'.
12. THE CONTRACTOR SHALL VERIFY THAT THE EXISTING GROUND BARS HAVE ENOUGH SPACE/HOLES FOR ADDITIONAL TWO HOLE LUGS.
13. EXOTHERMIC WELDING IS RECOMMENDED FOR GROUNDING CONNECTION WHERE PRACTICAL OTHERWISE. THE CONNECTION SHALL BE MADE
USING COMPRESSION TYPE -2 HOLES, LONG BARREL LUGS OR DOUBLE CRIMP "C" CLAMP. THE COPPER CABLES SHALL BE COATED WITH AN
ANTI -OXIDANT (THOMAS BETTS KOPR-SHILD) BEFORE MAKING THE CRIMP CONNECTIONS THE CONTRACTOR SHALL FOLLOW MANUFACTURER'S
RECOMMENDED TORQUES ON THE BOLT ASSEMBLY TO SECURE CONNECTIONS.
14. AT ALL TERMINATIONS AT EQUIPMENT ENCLOSURES, PANEL, AND FRAMES OF EQUIPMENT AND WHERE EXPOSED FOR GROUNDING. CONDUCTOR
TERMINATION SHALL BE PERFORMED UTILIZING TWO HOLE BOLTED TONGUE COMPRESSION TYPE LUGS WITH STAINLESS STEEL SELF -TAPPING
SCREWS.
15. THE MASTER GROUND BAR (MGB) SHALL BE MADE OF BARE 1/4"x2" COPPER (FOR OUTDOOR APPLICATIONS IT SHALL BE TINNED COPPER)
AND LARGE ENOUGH TO ACCOMMODATE THE REQUIRED NUMBER OF GROUND CONNECTIONS. THE HARDWARE SECURING THE MGB SHALL
ELECTRICAL INSULATE THE MGB FROM ANY STRUCTURE TO WHICH IT IS FASTENED.
16. ALL BOLTS, WASHERS, AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL.
17. ALL GROUNDING CONNECTIONS SHALL BE COATED WITH A COPPER SHIELD ANTI -CORROSIVE AGENT SUCH AS T&B KOPR SHIELD. VERIFY
PRODUCT WITH SPRINT CONSTRUCTION MANAGER.
18. FOR NEW OR REPAIRED GROUNDING EQUIPMENT. REFER TO SPRINT GROUNDING STANDARDS AND FOLLOWING (SUPPLEMENTS):
-ANTI-THEFT UPDATE TO SPRINT GROUNDING DATED 08-24-12 (OR CURRENT VERSION)
-SPRINT ENGINEERING LETTER EL -0504 DATED 04-20-12 (OR CURRENT VERSION)
GROUNDING NOTES
3 1 DETAIL NOT USED
COLD SHRINK OR
APPROVED EQUAL
t" MIN
scAm' 2
N.T.S.
City of '
wheat R�cfge
,!ding Divisors
„SCA4
PLANS PREPARED FOR:
Sprint
333 INVERNESS DRIVE SOUTH,
ENGLEWOOD, CO 80112
PLANS PREPARED BY
Trylon
1825 W. WALNUT HILL LANE, SUITE 302
IRVING, TEXAS 75038
1-855-669-5421
SITE ACQUISITION:
W I R E L E S S
540 W. MADISON ST. 9TH FLOOR
CHICAGO, IL 60661
(312) 895-4977
ENGINEERING S
Jth
DRAWING NOTICE
THESE DOCUMENTS ARE CONFIDENTIAL
AND ARE THE SOLE PROPERTY OF
SPRINT AND MAY NOT BE
REPRODUCED, DISSEMINATED OR
REDISTRIBUTED WITHOUT THE EXPRESS
WRITTEN CONSENT OF SPRINT.
REVISIONS:
DESCRIPTION DATE I BY REV
ISSUE FOR REVIEW 07/18 TVI A
ISSUE FOR CONSTRUCTION 08/18 DSM 0
SITE NAME
C00267 — PHASE
1C — CROWN HILL
AUGMENT ID:
DN73XCO94S18.1
sf1E CASCADE:
DN73XCO94
SITE ADDRESS:
8300 WEST 38TH AVE,
WHEAT RIDGE, CO
80033
SHEET DESCRIPTION:
GROUNDING DETAILS
SHEET NUMBER:
F G-1