HomeMy WebLinkAbout12/07/2023 - Agenda Packet - Planning & Zoning Commission
College Station, TX
Meeting Agenda
Planning and Zoning Commission
1101 Texas Avenue, College Station, TX 77840
Internet: www.microsoft.com/microsoft-teams/join-a-meeting
Meeting ID: 257 325 334 510 | Passcode: iAGMTc
Phone: 833-240-7855 | Phone Conference: 771 141 369#
The City Council may or may not attend this meeting.
December 7, 2023 6:00 PM City Hall Council Chambers
College Station, TX Page 1
Notice is hereby given that a quorum ofthe meeting body will be present in the physical location
stated above where citizens may also attend in order to view a member(s) participating by
videoconference call as allowed by 551.127, Texas Government Code. The City uses a third-
party vendor to host the virtual portion of the meeting; if virtual access is unavailable, meeting
access and participation will be in-person only.
1. Call to Order, Pledge of Allegiance, Consider Absence Request.
2. Hear Visitors
At this time, the Chairperson will open the floor to visitors wishing to address the Commission on issues
not already scheduled on tonight's agenda. The visitor presentations will be limited to three minutes in
order to accommodate everyone who wishes to address the Commission and to allow adequate time
for completion of the agenda items. The Commission will receive the information, ask city staff to look
into the matter, or will place the matter on a future agenda for discussion. (A recording is made of the
meeting; please give your name and address for the record.)
3. Consent Agenda
All matters listed under the Consent Agenda, are considered routine by the Commission and will be
enacted by one motion. These items include preliminary plans and final plats, where staff has found
compliance with all minimum subdivision regulations. All items approved by Consent are approved with
any and all staff recommendations. Since there will not be separate discussion of these items, citizens
wishing to address the Commission regarding one or more items on the Consent Agenda may address
the Commission at this time as well. If any Commissioner desires to discuss an item on the Consent
Agenda it may be moved to the Regular Agenda for further consideration.
3.1. Consideration, discussion, and possible action to approve meeting minutes.
Attachments: 1. November 16 2023
4. Consideration, discussion, and possible action on items removed from the Consent
Agenda by Commission action.
5. Regular Agenda
5.1. Public Hearing, presentation, discussion, and possible action to consider a Conditional Use
Permit request for a Wireless Telecommunications Facility encompassing 1,778 square feet of
the Century Hill Development Lot 15 on approximately 5.5 acres, located at 1593 Sebesta Road.
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Planning and Zoning Commission
Page 2 December 7, 2023
Case #CWTF2023-000001 (Note: Final action of this item will be considered at the January 11,
2023 City Council Meeting - Subject to change.)
Sponsors: Robin Macias
Attachments: 1. Vicinity Map, Aerial, and Small Area Map
2. Background Information
3. Applicant's Supporting Information
4. Site plan
5. Visual Impact Analysis Images
6. Informational Agenda
6.1. Discussion of new development applications submitted to the City.
New Development Link: www.cstx.gov/newdev
6.2. Presentation and discussion on MH Middle Housing rezoning requests.
Sponsors: Michael Ostrowski
Attachments: None
6.3. Presentation and discussion regarding an update on items heard:
• A Conditional Use Permit for a Night Club, Bar, or Tavern located at 3164 Holleman Drive
South Suite 100. The Planning & Zoning Commission heard this item on November 2, 2023
and voted (6-0) to recommend approval. The City Council heard this item on November 20,
2023 and voted (7-0) to approve the request.
6.4. Presentation and discussion regarding the P&Z Calendar of Upcoming Meetings:
• Monday, December 11, 2023 ~ City Council Meeting ~ Council Chambers ~ Open Meeting
6:00 p.m.
• Thursday, December 21, 2023 ~ P&Z Meeting ~ Council Chambers ~ 6:00 p.m.
• Thursday, January 4, 2024 ~ P&Z Meeting ~ Council Chambers ~ 6:00 p.m.
• Thursday, January 11, 2024 ~ City Council Meeting ~ Council Chambers ~ Open Meeting
6:00 p.m.
6.5. Discussion and review regarding the following meetings: Design Review Board and BioCorridor
Board.
• None
7. Discussion and possible action on future agenda items.
A Planning & Zoning Member may inquire about a subject for which notice has not been given. A
statement of specific factual information or the recitation of existing policy may be given. Any
deliberation shall be limited to a proposal to place the subject on an agenda for a subsequent meeting.
8. Adjourn.
The Planning and Zoning Commission may adjourn into Executive Session to consider any item listed
on the agenda if a matter is raised that is appropriate for Executive Session discussion.
I certify that the above Notice of Meeting was posted on the website and at College Station City Hall,
1101 Texas Avenue, College Station, Texas, on December 1, 2023 at 5:00 p.m.
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Planning and Zoning Commission
Page 3 December 7, 2023
City Secretary
This building is wheelchair accessible. Persons with disabilities who plan to attend this meeting
and who may need accommodations, auxiliary aids, or services such as interpreters,
readers, or large print are asked to contact the City Secretary’s Office at (979) 764-3541, TDD
at 1-800-735-2989, or email adaassistance@cstx.gov at least two business days prior to the
meeting so that appropriate arrangements can be made. If the City does not receive notification
at least two business days prior to the meeting, the City will make a reasonable attempt to
provide the necessary accommodations.
Penal Code § 30.07. Trespass by License Holder with an Openly Carried Handgun.
"Pursuant to Section 30.07, Penal Code (Trespass by License Holder with an Openly
Carried Handgun) A Person Licensed under Subchapter H, Chapter 411,
Government Code (Handgun Licensing Law), may not enter this Property with a
Handgun that is Carried Openly."
Codigo Penal § 30.07. Traspasar Portando Armas de Mano al Aire Libre con Licencia.
“Conforme a la Seccion 30.07 del codigo penal (traspasar portando armas de mano al aire
libre con licencia), personas con licencia bajo del Sub-Capitulo H, Capitulo 411,
Codigo de Gobierno (Ley de licencias de arma de mano), no deben entrar a esta propiedad
portando arma de mano al aire libre.”
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November 16, 2023 Planning and Zoning Commission Minutes Page 1 of 4
Minutes Planning and Zoning Commission
Regular Meeting November 16, 2023
COMMISSIONERS PRESENT: Chairperson Dennis Christiansen, Commissioners Bobby
Mirza, Melissa McIlhaney, Marcus Chaloupka, David White, and Aron Collins
COMMISSIONERS ABSENT: Commissioner Jason Cornelius CITY STAFF PRESENT: Director of Planning & Development Services Michael Ostrowski,
Assistant Director of Planning & Development Services Molly Hitchcock, Assistant City Engineer
Erika Bridges, Transportation Planning Coordinator Jason Schubert, Senior Planner Matthew Ellis, Assistant City Attorney II Aaron Longoria, Community Development Analyst David Brower, Administrative Support Specialist Kristen Hejny, and Lead Technology Services Specialist Thomas Bauman
1. Call Meeting to Order, Pledge of Allegiance, Consider Absence Request.
Chairperson Christiansen called the meeting to order at 6:00 p.m.
Chairperson Christiansen recessed the meeting at 6:01 p.m.
Chairperson Christiansen reconvened the meeting at 6:15 p.m.
2. Hear Visitors
No visitors spoke. 3. Consent Agenda
3.1 Consideration, discussion, and possible action to approve meeting minutes.
• November 2, 2023
3.2 Presentation, discussion, and possible action regarding a Final Plat of Holleman Place Lots 1R-1R - 1R-4R being a replat of Holleman Place Lot 1R-1 and 1R-2 on approximately
1.383 acres, generally located along Holleman Drive and Richards Street. Case
#FPMU2022-000004
3.3 Presentation, discussion, and possible action regarding a Final Plat of Tower Point Subdivision Phase 9B, Block 3, Lots 26R-1 and 26R-2, being a replat of Tower Point Subdivision Phase 9B, Block 3, Lot 26 on approximately 0.96 acres, located at 1275
Arrington Road. Case #FPCO2020-000010
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November 16, 2023 Planning and Zoning Commission Minutes Page 2 of 4
Commissioner Collins motioned to approve the Consent Agenda, Commissioner McIlhaney seconded the motion, the motion passed 6-0.
4. Consideration, discussion, and possible action on items removed from the Consent Agenda by Commission Action. No items were removed from the Consent Agenda for discussion.
5. Regular Agenda There were no regular agenda items.
6. Informational Agenda
6.1 Discussion of new development applications submitted to the City.
New Development Link: www.cstx.gov/newdev
There was no discussion.
6.2 Presentation and discussion on the creation of a Housing Action Plan.
Analyst Brower presented the Housing Action Plan to the Commission.
Chairperson Christiansen asked for the goals and objectives staff hope to gain from the final report.
Analyst Brower clarified that the report would give staff a full menu of tools that the City can use to affect the supply of affordable housing, housing opportunities, and rental and
home ownership opportunity incentives.
Commissioner Collins asked for the composition of the Housing Action Plan Steering Committee.
Analyst Brower explained that the Housing Action Plan Steering Committee is comprised of 13 City Council-appointed committee members.
Chairperson Christiansen asked if the Committee is comprised of private citizens.
Analyst Brower confirmed that the Committee members were appointed using applications submitted by private citizens.
Commissioner White asked for a date on the last action plan and how often a plan is developed.
Analyst Brower stated that this is the first plan of this nature.
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November 16, 2023 Planning and Zoning Commission Minutes Page 3 of 4
Commissioner Collins requested more information on the description of Committee Members.
Commissioner Chaloupka commended staff for organizing a Housing Action Plan.
6.3 Presentation and discussion regarding the possible delegation of platting authority to City staff.
Assistant Director Hitchcock presented an update on recent state legislation regarding platting authority to the Commission and asked for feedback from the
Commission on how they would like staff to proceed.
Chairperson Christiansen commended staff on efforts to simplify the process.
Commissioner McIlhaney asked if all ministerial decisions would be removed from the Commission’s purview.
Assistant Director Hitchcock confirmed that items with waivers and discretionary items
would still require the Commission’s approval.
Commissioner McIlhaney spoke in support of removing ministerial items from the Commission’s approval process.
There was consensus amongst the Commission supporting an ordinance amendment to be presented to the Commission and City Council for approval.
6.4 Presentation and discussion on MH Middle Housing rezoning requests.
Director Ostrowski presented an update on MH Middle Housing zoning requests.
There was no discussion.
6.5 Presentation and discussion regarding the P&Z Calendar of Upcoming Meetings:
• Monday, November 20, 2023 ~ City Council Meeting ~ Council Chambers ~ Open
Meeting 6:00 p.m.
• Thursday, December 7, 2023 ~ P&Z Meeting ~ Council Chambers ~ 6:00 p.m.
• Monday, December 11, 2023 ~ City Council Meeting ~ Council Chambers ~ Open
Meeting 6:00 p.m.
• Thursday, December 21, 2023 ~ P&Z Meeting ~ Council Chambers ~ 6:00 p.m.
There was no discussion.
6.6 Discussion and review regarding the following meetings: Design Review Board and
BioCorridor Board.
• None
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November 16, 2023 Planning and Zoning Commission Minutes Page 4 of 4
There was no discussion.
7. Discussion and possible action on future agenda items.
A Planning & Zoning Member may inquire about a subject for which notice has not been given. A statement of specific factual information or the recitation of existing policy may be given. Any deliberation shall be limited to a proposal to place the subject on an agenda
for a subsequent meeting.
There was no discussion. 8. Adjourn
The meeting adjourned at 6:36 p.m. Approved: Attest:
___________________________________ _________________________________
Dennis Christiansen, Chairperson Kristen Hejny, Board Secretary Planning & Zoning Commission Planning & Development Services
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December 7, 2023
Item No. 5.1.
Wireless Telecommunication Facility at 1593 Sebesta Rd
Sponsor: Robin Macias
Reviewed By CBC: N/A
Agenda Caption: Public Hearing, presentation, discussion, and possible action to consider a
Conditional Use Permit request for a Wireless Telecommunications Facility encompassing 1,778
square feet of the Century Hill Development Lot 15 on approximately 5.5 acres, located at 1593
Sebesta Road. Case #CWTF2023-000001 (Note: Final action of this item will be considered at the
January 11, 2023 City Council Meeting - Subject to change.)
Relationship to Strategic Goals:
Diverse and Growing Economy
Recommendation(s): Staff recommends approval of this request.
Summary: This request is for a Conditional Use Permit for the use of a 97-foot wireless
telecommunications facility. The tower is proposed to locate on the 5.5-acre lot along Sebesta
Road. The tower will be leasing approximately 1,778 square feet on the northwest corner of the
lot. The property is currently developed as a pool supply company and is currently zoned M-1 Light
Industrial.
REVIEW CRITERIA
1. The proposed use shall meet the purpose and intent of the Unified Development
Ordinance (UDO) and meet all minimum standards for this type of use per the UDO.
As the proposed Wireless Telecommunication Facility (WTF) tower is considered to be a Major
WTF, there are several requirements it has to meet:
Setbacks: To protect citizens, towers must be setback a distance equal to or greater than the height
of the tower from any residential structures and GS General Suburban, R-1B Single-Family
Residential, and D Duplex zoning districts. The proposed 97-ft. tower is approximately 950 feet from
the closest residential structure and approximately 940 feet from the closest GS General Suburban
zoning boundary.
Proximity to major thoroughfares: New towers are to be setback from all thoroughfares designated
as a freeway/expressway, major arterial or minor arterial by the height of the tower by a factor of
3. At 97 feet in height, the required setback for the proposed tower would be 291 feet from the
thoroughfares in the area. The proposed tower is setback over 1,300 feet from State Highway 6 S (a
freeway/expressway).
Separation between towers: Transmission towers over 75 feet in height must be separated from any
existing tower by at least 3,500 feet. The nearest tower is over 5,300 feet away from the proposed
tower.
Height Limitation: No transmission tower shall exceed 150 feet within the city limits. The proposed
tower will be 97 feet in height.
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Landscaping, screening, and aesthetic standards: New transmission towers shall maintain a flat
finish, shall not be artificially lighted and shall not be used to exhibit any signage or other
advertising. The new tower shall provide plant materials and/or fencing that effectively screen the
site from the view of the public right-of-way. Landscaping and a fence are proposed to screen the
equipment at the base of the tower.
The proposed tower meets all of the minimum standards established in the UDO.
2. The proposed use shall be consistent with the development policies and goals and
objectives as embodied in the Comprehensive Plan for development in the City.
The subject tract is shown on the Comprehensive Plan Future Land Use and Character Map as
Neighborhood Commercial. The Comprehensive Plan states that these areas are appropriate for
areas of commercial activities that cater to nearby residents. This land use designation is intended to
accommodate limited commercial services compared to General Commercial. The property is
already zoned M-1 Light Industrial, which allows for WTF facilities with the approval of a Conditional
Use Permit. The tower is proposed to locate in the northwest corner of the lot in an area with limited
development. The installation of a tower at this location is intended to support the existing
commercial and residential developments, as well as any future commercial developments as
intended by the future land use designation, in the area by providing additional voice and data
coverage. The proposed tower will allow for a minimum of three carriers to collocate, which limits the
number of towers needed in the area. By allowing different carriers to collocate, other sites near this
location will be offloaded where capacity is an issue.
3. The proposed use shall not be detrimental to the health, welfare, or safety of the
surrounding neighborhood or its occupants, not be substantially or permanently injurious to
neighboring property.
The proposed telecommunication facility is at least equal the height of the tower (97 ft) from all
existing residential structures. The facility is expected to improve the service coverage for Verizon
users in the surrounding area.
4. The proposed site plan and circulation plan shall be harmonious with the character of the
surrounding area.
The proposed lease area for the telecommunication facility is 65 feet by 65 feet located in the
northwest corner of a lot that is used as a pool supply company. Properties in the area are largely
undeveloped, but there is a church and some commercial and industrial developments adjacent and
nearby. The tower site will be small with minimal circulation, fitting into the character of the
surrounding area. The visual of the tower itself will have the greatest impact on the character of the
area, but that impact is lessened with some of the larger mature trees in the area.
5. The proposed use shall not negatively impact existing uses in the area or in the City
through impacts on public infrastructure such as roads, parking facilities, electrical, or water
and sewer systems, or on public services such as police and fire protection, solid waste
collection, or the ability of existing infrastructure and services to adequately provide
services.
This use will not negatively impact public infrastructure or services. The property owner has granted
Page 9 of 33
a private access easement from Sebesta Road to access the telecommunication facility. Parking is
not required as it is only accessed on an intermittent basis for maintenance. Minimal utilities are
required as there are no habitable structures onsite. The tower’s needs can be met by existing
utilities in the area.
6. The proposed use shall not negatively impact existing uses in the area or in the City.
If the proposed telecommunication facility is approved, no other facility would be permitted in close
proximity. The proposed facility will allow for collocation abilities. The proposed tower is meeting all
standards for Major WTFs as required by the UDO. The applicant has provided visual impact
analysis images for consideration.
Budget & Financial Summary:
Attachments:
1. Vicinity Map, Aerial, and Small Area Map
2. Background Information
3. Applicant's Supporting Information
4. Site plan
5. Visual Impact Analysis Images
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NOTIFICATIONS
Advertised Commission Hearing Date: December 7, 2023
Advertised Council Hearing Dates: January 11, 2024
The following neighborhood organizations that are registered with the City of College Station’s
Neighborhood Services have received a courtesy letter of notification of this public hearing:
Foxfire, Emerald Forest and Sandstone
Property owner notices mailed: 18
Contacts in support: None
Contacts in opposition: None
Inquiry contacts: None at the time of staff report
ADJACENT LAND USES
Direction Comprehensive Plan Zoning Land Use
North Neighborhood
Commercial
M-1 Light Industrial Nutech
South Suburban Residential
and Estate Residential
Sebesta Rd (2 lane
minor collector)
Sebesta Rd (2 lane minor
collector)
East Neighborhood
Commercial
M-1 Light Industrial Undeveloped and Commercial
West Neighborhood
Commercial
GC General
Commercial
Undeveloped
DEVELOPMENT HISTORY
Annexation:1977
Zoning:A-O Agricultural Open (upon annexation)
M-1 Light Industrial (1979)
Final Plat:Agency Record Control Inc (1983)
Century Hill Development (2006)
Site development:Commercial Warehouse
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Page 1 of 2
CONDITIONAL USE PERMIT APPLICATION
SUPPORTING INFORMATION
CONSTRUCTION OF A NEW CELL TOWER SITE BY VERIZON WIRELESS
Name of Project:
Address:
1593 SEBESTA RD
Legal Description:
CENTURY HILL DEVELOPMENT, LOT 15, ACRES 5.5
Applicant::
HEMPHILL TOWERS, LLC
Property Owner:
COLLEGE STATION SEBESTA RD LLC
Detailed explanation of the proposed use: Installation of a 97’ telecommunications monopole tower and associated antennas and ground equipment within a small lease area on the subject property. The built-out area will be fenced off from public access.
Explain how the proposed use will meet the purpose and intent of the UDO and how it will meet all of the minimum standards: This telecommunications tower is intended to provide some additional voice and data coverage to commercial businesses and residents in the nearby area. It will also serve to offload other Verizon sites nearest this location where capacity is an issue e.g. dropped calls.
Explain how the proposed use is consistent with the Comprehensive Plan: The Comprehensive Plan allows for the conditional use of wireless telecommunications facilities. This site will be
constructed for a minimum of three carriers to occupy, thereby limiting tower proliferation. All setback requirements and other standards included in the Comprehensive Plan are met.
Explain how the proposed use is compatible with the surrounding areas: Mostly commercial space.
Explain how the proposed site plan and circulation plan will be harmonious with the character of the surround area: The surrounding area is primarily commercial to the NW, W and S with widespread residential to the SE and more densely populated residential to the NE but visibility of the tower will be minimal due to trees and other factors impacting the viewshed.
Page 15 of 33
Page 2 of 2
Explain how the infrastructure impacts will be minimized, including traffic impacts: Traffic due to installation will be minimized along the Public ROW with use of the existing access road to the proposed
location.
Explain the effects the use will have on the environment: Minimal to no effect to the environment. Antenna transmissions are less than 1% of the power output allowed by the FCC. The power density from the antenna decreases rapidly as one moves away from the antenna. Consequently, ground-level exposures are much less than exposures if one were at the same height and directly in front of the antenna. Also, please refer to Section 704 of the Telecommunications Act of 1996, specifically as it relates to disqualification of applications for environmental reasons alone.
For Night Clubs, Bars, or Taverns: approximate the distance to the nearest residential area and indicate the housing type: N/A
For Night Clubs, Bars, or Taverns: estimate the noise levels produces from the proposed use as heard from all property lines: N/A
For Night Clubs, Bars, or Taverns: approximate the distance to the nearest church, school, or hospital from the front door, along property lines, to the front door: N/A
For Mobile Food Courts, approximate the distance to the nearest single-family, duplex, or townhouse zoning districts:
N/A
For Long-Term Mobile Food Courts only, are alcohol sales proposed? If yes, approximate the distance to the nearest church, school or hospital from the front door, along property lines, to the front door: N/A
Page 16 of 33
CONSTRUCTION DRAWINGSPRINTING DATE: 01-31-2023APPLICABLE BUILDING CODES AND STANDARDSREGIONAL MAPNOT TO SCALECONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AS ADOPTEDBY THE LOCAL AUTHORITY HAVING JURISDICTIONS (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTEDCODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS:INTERNATIONAL BUILDING CODE 2021; UNIFORM PLUMBING CODE 2021; UNIFORM MECHANICAL CODEAMENDMENTS; INTERNATIONAL FIRE CODE 2021; OCCUPATIONAL SAFETY AND HEALTH STANDARDS (OSHA);NATIONAL ELECTRICAL CODE 2020; AMERICAN CONCRETE INSTITUTE ACI 318, BUILDING CODE REQUIREMENTS FORSTRUCTURAL CONCRETE; AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEELCONSTRUCTION, FOURTEENTH EDITION; TELECOMMUNICATIONS INDUSTRY ASSOCIATION TIA-222-G, STRUCTURALSTANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS; TIA-607, GROUNDING AND BONDINGREQUIREMENTS FOR TELECOMMUNICATIONS CABLING INFRASTRUCTURE AND BUILDING'S ELECTRICAL SYSTEM.INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY,GROUND IMPEDANCE AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM; IEEE 1100 RECOMMENDEDPRACTICE FOR POWERING AND GROUNDING ELECTRONIC EQUIPMENT; IEEE C62.41, RECOMMENDED PRACTICEFOR SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEMEXPOSURE").ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION.FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODSOF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERETHERE IS CONFLICT BETWEEN GENERAL REQUIREMENT AND SPECIFIC REQUIREMENT, THE SPECIFICREQUIREMENT SHALL GOVERN.HANDICAP REQUIREMENTS: THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. AIDA ACCESSREQUIREMENTS DO NOT APPLY.OTHER REQUIREMENTS: THIS FACILITY HAS NO PLUMBING OR PARKING.SHEET INDEX:1. TITLE SHEET2. SURVEY (2 SHEETS)CIVIL:3. GENERAL NOTES & SPECIFICATIONS4. OVERALL SITE PLAN5. ENLARGED SITE PLAN & SITE ELEVATION6. SITE GRADING & LANDSCAPE PLAN7. ANTENNA SPECIFICATIONS8. CABINETS & GENERATOR FOUNDATIONS9. GENERAL DETAILSELECTRICAL:10. EQUIPMENT GROUNDING PLAN & GROUNDING DETAILS11. ELECTRICAL PLAN & CONDUIT PLUMBING PLANNNREGIONAL MAPNOT TO SCALEVICINITY MAPNOT TO SCALEPROJECT TITLE:EMERALD PARKWAYTHESE DRAWINGS ARE THE PROPERTY OF VERIZON WIRELESS. THEY ARE INTENDED FOR THEEXCLUSIVE USE OF THIS PROJECT ONLY. ANY RE-USE OF THESE DOCUMENTS (DRAWINGS) WITHOUTTHE EXPRESS WRITTEN CONSENT OF VERIZON WIRELESS AND 3D DESIGN & ENGINEERING, INC. ISPROHIBITED.PROPRIETARY INFORMATIONLATITUDEFLOODPLAIN RMNO:CITY OF COLLEGE STATIONNEAREST REFERENCE MARK049LONGITUDE30° 35' 43.278" N96° 18' 01.087" WPOINT LOCATION DESCRIPTIONSQUARE MARK CUT INTO THE TOP OFCURB, IN TEH RADIUS ON TEH NORTHEASTSIDE OF LONGMIRE DR. AND THESOUTHEASE SIDE OF BROTHERSBOULEVARD.BENCHMARKMAPEMERALDPARKWAY SITEDIG ALERTSCOPE OF WORK:CAUTION: FOREIGN UTILITIES ARE APPROXIMATE.CONTACT THE LOCAL ONE CALL AGENCY 48 HOURSPRIOR TO CONSTRUCTION FOR EXACT UTILITYLOCATIONS AT 1-800-344-8377NCIVIL, STRUCTURAL & GEOTECHNICAL ENGINEERINGADDRESS: 1593 SEBESTA RD, COLLEGE STATION, TX 77845LEGAL DESCRIPTION: LOT 5, CENTURY HILL DEVELOPMENT (PER PLAT VOLUME 7623,PAGE 231, BRAZOS COUNTY OFFICIAL PUBLIC RECORDS).LAND OWNER NAME: SEBESTA ROAD LLCLAND OWNER CONTACT: 979-224-1790911 ADDRESS:1593 SEBESTA RDCOLLEGE STATION, TX 77845GPS COORDINATES:30.599043°, -96.286643°EMERALDPARKWAY SITEDRIVING INSTRUCTIONSFROM CICERO OFFICE: HEAD EAST ON CICERO RD TOWARD JACKRABBIT RD 0.2 MI. TURN LEFT ONTO JACKRABBIT RD 0.3 MI. TURN RIGHTTOWARD HEMPSTEAD HWY 348 FT. TURN RIGHT AT THE 1ST CROSS STREET ONTO HEMPSTEAD HWY 0.6 MI. TURN RIGHT ONTO US-290FRONTAGE 0.7 MI. SHARP LEFT TO STAY ON US-290 FRONTAGE 0.8 MI. TAKE THE RAMP ON THE LEFT ONTO US-290 W 0.1 MI. MERGE ONTOUS-290 W 31.5 MI. EXIT ONTO HWY 6 N/TX-6 N TOWARD COLLEGE STATION/BRYAN 38.9 MI. TAKE THE EXIT TOWARD TEXAS 6BUSINESS/TEXAS A&M UNIVERSITY 0.3 MI. MERGE ONTO TEXAS 6 FRONTAGE RD N 0.6 MI. TURN RIGHT ONTO PAVILION AVE 427 FT. TURNLEFT ONTO CORSAIR CIR. DESTINATION WILL BE ON THE RIGHT 479 FT.NEW BUILD PROJECT DESCRIPTION:NEW BUILD SITE WITH ANTENNAS AT 95' ON A 99' MONOPOLE (INCLUDES 1'TOWER FOUNDATION) & CABINETS & GENERATOR ON CONCRETE PAD.PURPOSE OF PROJECT:THESE DOCUMENTS ARE PART OF AN APPLICATION TO DEVELOP ANUNMANNED COMMUNICATIONS FACILITY CONSISTING OF AN EQUIPMENT PAD,CONNECTING CABLES, DIRECTIONAL ANTENNAS AND GPS. THE SIZE, HEIGHTAND DIRECTION OF THE ANTENNAS SHALL BE ADJUSTED TO MEET SYSTEMREQUIREMENTS. THE ANTENNAS WILL PROVIDE CLEAR AND RELIABLECOMMUNICATIONS WITHIN THE COUNTY. THESE INTERCONNECTS WILLALLOW FOR AN INDEPENDENT COMMUNICATION NETWORK THAT CANCONTINUE TO FUNCTION IF THE TELEPHONE (WIRE) SERVICE ISDISCONNECTED DURING AN EMERGENCY OR NATURAL DISASTER. THESEFACILITIES WILL ENHANCE THE GENERAL HEALTH, SAFETY AND WELFARE OFTHE COMMUNITY AND SURROUNDING AREAS BY PROVIDING RELIABLECOMMUNICATIONS AROUND THIS LOCATION.ALL ANTENNAS, ANTENNA MOUNTS, EQUIPMENT, RACKS, ICE BRIDGE ATTACHMENTS AND TOWERSTRUCTURES ARE DESIGNED TO WITHSTAND A MINIMUM WIND OF 115 MPH 3 SECOND GUST PER IBCREQUIREMENTS.WIND LOADING:FLOOD NOTE:ACCORDING TO MAP NO. 48041C0310F OF THE FEDERALEMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCERATE MAPS FOR CITY OF COLLEGE STATION, TEXAS,EFFECTIVE DATE APRIL 2, 2014 THE SUBJECT TRACT ISSITUATED WITHIN: UN-SHADED ZONE “X”; DEFINED ASAREAS OUTSIDE THE 500-YEAR FLOOD;ELECTRICITY PROVIDERPOWER: COLLEGE STATION UTILITIESCONTACT: DEBBIE STICKLESEMAIL: DSTICKLES@CSTX.GOVACCOUNT#: 570093-250398METER ADDRESS: 1593 SEBESTA RD COLLEGE STATION, TX 77845TELCO PROVIDERCEQUELUTILITIES:SURVEYORDESIGNERSSITE ACQUISITIONNABIL MIMOUNI, PH.D., P.E.3D DESIGN & ENGINEERING, INC.PHONE: 832.510.9621EMAIL: info@3ddne.comSTRUCTURAL ENGINEERRF ENGINEERFRANK LICONSTRUCTION MANAGERNABIL MIMOUNI, PH.D., P.E.3D DESIGN & ENGINEERING, INC.PHONE: 832.510.9621EMAIL: info@3ddne.comPROJECT INFORMATION:GENERAL CONTRACTOR:PROJECT DATA:VERIZON WIRELESS14123 CICERO ROAD, BLDG. 'D'HOUSTON, TEXAS 77095PROPERTY OWNER:GEOGRAPHIC COORDINATES:LATITUDE: N 30.599043°LONGITUDE: W -96.286643°JURISDICTION : CITY OF COLLEGE STATIONGROUND ELEVATION : 285.2 AMSLZONING : NONECONSTRUCTION TYPE : II-BTYPE OF OCCUPANCY : ULEASE AREA : REFER TO SHEET C.1 & C.2APPLICABLE CODES : SEE BELOWOWNER'S NAME: SEBESTA ROAD LLCCONTACT NAME: REAGAN JACKSONADDRESS: 3001 EARL RUDDER FREEWAY S COLLEGE STATION, TX 77845PHONE: 979-224-1790EMAIL: RJACKSON@CEOETC.COMPROJECT ABSTRACTTOTAL OVERHEAD POWER = N/ATOTAL UNDERGROUND POWER = 475'± FROMUTILITY POLE TO HEMPHILL RACK. 50' FROMHEMPHILL RACK TO VERIZON ILC.TOTAL UNDERGROUND FIBER = 380'± PER RUN,760'± TOTAL FOR VERIZON. 380'± FOR HEMPHILLFIBER CONDUITTOWER = NEW 98' MONOPOLE TOWER (99' AGLINCLUDING 1' TOWER FOUNDATION)PROPOSED ANTENNA HEIGHT = 95'PROPOSED PAVING = 2675 SQ. FT. TOTALEQUIPMENT = OUTDOOR EQUIPMENT CABINETS &DIESEL FUELED GENERATOR ON INDEPENDENTCONCRETE PADS; RADIO AND ELECTRICALEQUIPMENT ON UTILITY RACK;FORESIGHT COMMUNICATIONS, INC.4714 FM 1488 SUITE 115CONROE, TX 77384(281) 705-6743CIVIL CONCEPTS, INC.DAVID NEWELL3425 FEDERAL ST.PASADENA, TX 77504(713) 947-6606KATHY BELLKATHY.BELL@VERIZONWIRELESS.COM14123 CICERO ROADHOUSTON, TX 77095PHONE: (713) 507-1650FAX: (713) 507-1618HEMPHILL, LLC1305 N LOUISVILLE AVE.TULSA, OK 74115Page 17 of 33
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CIVIL, STRUCTURAL & GEOTECHNICAL ENGINEERINGADDRESS: 1593 SEBESTA RD, COLLEGE STATION, TX 77845LEGAL DESCRIPTION: LOT 5, CENTURY HILL DEVELOPMENT (PER PLAT VOLUME 7623,PAGE 231, BRAZOS COUNTY OFFICIAL PUBLIC RECORDS).LAND OWNER NAME: SEBESTA ROAD LLCLAND OWNER CONTACT: 979-224-17901.PROPERTY MAINTENANCE1.A. CONTRACTOR SHALL COORDINATE ACCESS AND WORKSCHEDULES WITH VERIZON AND LAND OWNER.1.B. CONTRACTOR SHALL VISIT THE JOB SITE TO REVIEW THESCOPE OF WORK AND EXISTING SITE CONDITIONSINCLUDING, BUT NOT LIMITED TO, MECHANICAL, ELECTRICALSERVICE, AND OVERALL COORDINATION PRIOR TOPROCEEDING WITH ANY WORK.1.C. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALLUNDERGROUND UTILITIES, WHETHER SHOWN HEREIN ORNOT, AND TO PROTECT THEM FROM DAMAGE, PRIOR TOPROCEEDING WITH ANY WORK. AND CONFLICTS SHALL BEBROUGHT TO THE ATTENTION OF THE ENGINEERIMMEDIATELY. THE CONTRACTOR SHALL CONTACT "ONECALL" 48 HOURS PRIOR TO PERFORMING ANY SOILPENETRATIONS. ANY UTILITIES DAMAGED IN CONJUNCTIONWITH THE EXECUTION OF WORK WILL BE REPAIRED BY THECONTRACTOR AT HIS SOLE EXPENSE.1.D. CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTYDURING CONSTRUCTION AND SHALL REPLACE ANYDAMAGED PROPERTY OF THE OWNER TO ORIGINALCONDITION OR BETTER.1.E. CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGEWHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGETO NEW AND EXISTING CONSTRUCTION, STRUCTURE, OREQUIPMENT SHALL BE IMMEDIATELY REPAIRED ORREPLACED TO THE SATISFACTION OF THE PROPERTYOWNER OR OWNER'S REPRESENTATIVE AT THE SOLEEXPENSE OF THE CONTRACTOR.1.F. CONTRACTOR SHALL REPLACE OR REMEDY ANY FAULTY,IMPROPER, OR INFERIOR MATERIALS OR WORKMANSHIP ORANY DAMAGE WHICH SHALL APPEAR WITHIN 1 YEAR AFTERTHE COMPLETION AND ACCEPTANCE OF THE WORK UNDERTHIS CONTRACT.1.G. CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTEMATERIALS ON A REGULAR BASIS, AND SHALL EXERCISESTRICT CONTROL OVER JOB CLEANING THROUGHOUTCONSTRUCTION, INCLUDING FINAL CLEANUP UPONCOMPLETION OF WORK. ALL AREAS ARE TO BE LEFT IN A"BROOM CLEAN" CONDITION AT THE END OF EACH DAY.1.H. CONTRACTOR SHALL REMOVE BRUSH AND MATERIAL INSIDEPROPERTY BOUNDARIES AS SHOWN ON SITE PLAN. ALLEXCESS MATERIAL IS TO BE REMOVED FROM THE SITE - NOEXCEPTIONS. DO NOT CLEAR BEYOND TRACTBOUNDARIES.1.I. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTIONACCESS AND ACCESS TO THE SITE FOR VERIZONEQUIPMENT INSTALLATIONS.1.J. EQUIPMENT SHALL BE DELIVERED AND SET BY VERIZON.CONTRACTOR SHALL PROVIDE ACCESS FOR THE DELIVERYOF THE EQUIPMENT. CONTRACTOR IS ALSO RESPONSIBLEFOR THE FOLLOWING:1.J.1. CONTRACTOR SHALL ERECT PLATFORM TO WITHIN A1/4" OF LEVEL IN ALL DIRECTIONS.1.J.2. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL WORKON PLATFORM.1.K. IN ORDER TO MINIMIZE THE CONSTRUCTION PROBLEMSWHICH MAY DEVELOP, IF ATTEMPTS ARE MADE TO WORKTHE SURFACE SOILS FOLLOWING PROLONGED PERIODS OFRAINFALL, THE CONTRACTOR SHALL PROVIDE PROPERCONSTRUCTION DRAINAGE TO MAINTAIN A RELATIVELY DRYCONSTRUCTION SITE PRIOR TO STARTING ANY WORK ATTHE SITE.2.SITE SAFETY2.A. CONTRACTOR SHALL SUPERVISE AND DIRECT ALL WORK,USING HIS BEST SKILL AND ATTENTION. HE SHALL BESOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, TECHNIQUES, PROCEDURES, AND SEQUENCESFOR COORDINATING ALL PORTIONS OF THE WORK UNDERTHE CONTRACT.2.B. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETESECURITY OF THE SITE WHILE THE JOB IS IN PROGRESSAND UNTIL THE JOB IS COMPLETED PER APPLICABLECODES.2.C. CONTRACTOR SHALL PROVIDE ADEQUATE FACILITIES INACCORDANCE WITH ALL LOCAL AND NATIONAL SAFETYCODES.2.D. DURING CONSTRUCTION CONTRACTOR SHALL PROVIDETEMPORARY WATER, POWER, AND TOILET FACILITIES ASREQUIRED BY THE CITY OR GOVERNING AGENCY.2.E. CONTRACTOR AND ALL SUBCONTRACTORS SHALL COMPLYWITH ALL LOCAL CODE REGULATIONS, STATE DEPARTMENTOF INDUSTRIAL REGULATION, AND DIVISION OF INDUSTRIALSAFETY (OSHA) REQUIREMENTS.2.F. ALL CONSTRUCTION WORK SHALL CONFORM TO THE MOSTRECENT VERSION I.B.C. AND THE MOST RECENT OF ALLOTHER GOVERNING CODES, ALONG WITH THE GOVERNINGRESTRICTIVE CODES.2.G. CONTRACTOR IS TO COMPLETE ALL WORK IN ACCORDANCEWITH ACCEPTED INDUSTRY STANDARDS AND THE MOSTRECENT VERSION OF ALL APPLICABLE CODES.3.DRAWING CONSIDERATIONS3.A. CONTRACTOR SHALL THOROUGHLY READ ANDUNDERSTAND ALL DOCUMENTS CONCERNING THISPROJECT, INCLUDING BUT NOT LIMITED TO, CONSTRUCTIONCONTRACT, CONSTRUCTION DRAWINGS, TOWER DRAWINGS,SHELTER DRAWINGS, AND ALL APPLICABLE PERMITS.3.B. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONSAND DIMENSIONS PRIOR TO SUBMITTING HIS BID. ANYDISCREPANCIES, CONFLICTS OR OMISSIONS, ETC. SHALL BEREPORTED TO 3D DESIGN & ENGINEERING BEFOREPROCEEDING WITH THE WORK.3.C. CONTRACTOR SHALL NOTIFY 3D DESIGN & ENGINEERING OFANY CONFLICTS, OMISSIONS, DISCREPANCIES WITHIN ORBETWEEN ANY DOCUMENTS OR WITH REFERENCE TO THEEXISTING CONDITIONS ON SITE PRIOR TO BEGINNING ANYWORK.3.D. DISCREPANCIES FOUND IN THE FIELD SHOULD BE CALLEDTO THE ATTENTION OF THE ENGINEER PRIOR TOPROCEEDING WITH ANY WORK.3.E. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANYCONFLICTS OR DISCREPANCIES WITHIN THE CONTRACTDOCUMENTS AND THE FIELD CONDITIONS PRIOR TOEXECUTING THE WORK IN QUESTION.3.F. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TOTHESE DRAWINGS AND SPECIFICATIONS INCLUDED WITHIN.3.G. FIGURED DIMENSIONS HAVE PRECEDENCE OVER DRAWINGSCALE AND DETAIL. DRAWINGS HAVE PRECEDENCE OVERSMALL SCALE DRAWINGS. CHECK ACCURACY OF ALLDIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED,DO NOT FABRICATE ANY MATERIALS OFF-SITE OR DO ANYCONSTRUCTION UNTIL THE ACCURACY OF DRAWINGDIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL FIELDDIMENSIONS.3.H. ALL SYMBOLS AND ABBREVIATIONS USED ON THEDRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS.IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIREXACT MEANING, THE ENGINEER SHALL BE NOTIFIED FORCLARIFICATION BEFORE PROCEEDING WITH THE WORK.3.I. EXISTING ELEVATIONS AND LOCATION TO BE JOINED BYPROPOSED EQUIPMENT SHALL BE VERIFIED BY THECONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFERFROM THOSE SHOWN ON THE DRAWINGS, THECONTRACTOR SHALL NOTIFY THE ENGINEER SO THATMODIFICATIONS CAN BE MADE BEFORE PROCEEDING WITHTHE WORK.3.J. THE COMPOUND PAVING SHALL BE INSTALLED ASSPECIFIED IN THESE DOCUMENTS.3.K. PRIOR TO PAVEMENT INSTALLATION, ALL VEGETATION, TOPSOIL AND DEBRIS SHOULD BE REMOVED. ALL PAVEMENT TOBE INSTALLED, ON A SUBGRADE COMPACTED TO 95%STANDARD PROCTOR, AS SHOWN ON THESE DRAWINGS.3.L. CONTRACTOR IS RESPONSIBLE FOR THE COMPACTION OFTHE ENTIRE COMPOUND, INCLUDING TRENCH BACK-FILLLOCATIONS. COORDINATE TRENCHING WITH ELECTRICALAND PLUMBING CONTRACTORS.3.M. FENCING AND GATE IS TO BE INSTALLED AS SPECIFIED INTHESE DRAWINGS.3.N. GENERAL CONTRACTOR IS RESPONSIBLE FOR NOTIFYINGALL APPROPRIATE INSPECTORS OF CONSTRUCTIONSCHEDULE 48-HOURS PRIOR TO CONSTRUCTION. NOEXCEPTIONS. ALL CONCRETE MIX DESIGNS MUST BESUBMITTED TO TESTING LAB 48-HOURS (MINIMUM) PRIOR TOCONSTRUCTION.4.EXCAVATION AND FILL4.A. REMOVE ALL DEBRIS AND EXCAVATED MATERIAL FROM THESITE. SPECIAL ATTENTION WILL BE REQUIRED FORLOCATING SPOTS WHERE TREES WERE REMOVED. ANYREMAINING STUMPS OR ROOTS MUST BE REMOVEDCOMPLETELY AND THE CONSEQUENT CAVITIES MUST BEBACKFILLED WITH SELECT FILL AND COMPACTEDADEQUATELY.4.B. MATERIAL AT THIS SITE IS NOT CONSIDERED SUITABLE FILL,UNLESS CLASSIFIED BY THE PROJECT ENGINEER.4.C. MATERIAL TO BE EXCAVATED SHALL BE "UNCLASSIFIED"AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED INEXCAVATING AND GRADING. THE CONTRACT PRICE ISUNDERSTOOD TO COVER THE REMOVAL OF ALL SUCHMATERIALS TO THE DEPTH AND EXTENT INDICATED ONTHESE DRAWINGS, AND AS HEREIN SPECIFIED.4.D. ALL FILL MATERIAL SHALL BE SELECT FILL CONSISTING OF ASOIL WHOSE PLASTICITY INDEX IS COMPRISED BETWEEN 7%AND 20% AND SHALL BE FREE FROM DEBRIS AND ALLOTHER DELETERIOUS MATERIALS, INCLUDING VEGETATION.4.E. PLACE SELECT FILL IN UNIFORM LAYERS OF NOT MORETHAN 8-INCH LOOSE LAYERS. COMPACT EACH LAYER TO AMINIMUM OF 95% OF THE MAXIMUM DRY UNIT WEIGHT PERASTM D-698 HAVING A MOISTURE CONTENT WITHIN 2% OFOPTIMUM PRIOR TO PLACING NEXT LAYER.4.F. UNLESS INDICATED OTHERWISE, PROJECT SITE AREASSHALL BE GIVEN UNIFORM SLOPES BETWEEN POINTS FORWHICH FINISHED GRADES ARE SHOWN OR BETWEEN SUCHPOINTS AND EXISTING ESTABLISHED GRADE. IF NO GRADESARE GIVEN, THE SITE SHALL NOT HAVE A SLOPE GREATERTHAN 0.3-INCHES PER FOOT. CARE SHALL BE TAKEN TOSALVAGE THE EXISTING LIMESTONE AND RE-GRADE THEEXISTING SITE WITH THE SALVAGED LIMESTONE.4.G. VERIZON HAS THE RIGHT TO REQUEST TESTS OF THESELECT FILL COMPACTION OF FILL BY A SOILS ENGINEER.SUCH TEST SHALL BE AT THE EXPENSE OF VERIZON.4.H. WORK PERFORMED THAT DOES NOT CONFORM TO THESESPECIFICATIONS OR DRAWINGS, IN THE ENGINEER'SOPINION, SHALL BE REMOVED OR REWORKED AS REQUIREDBY THE ENGINEER WITHOUT INCREASE IN CONTRACT PRICE.5.TRENCHING5.A. NO TUNNELING WILL BE ALLOWED. EXCAVATION SHALL BEBY OPEN CUT FORM THE SURFACE. ALL EXCAVATEDMATERIAL SHALL BE "UNCLASSIFIED" AND THECONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVALOF ALL EXCAVATED MATERIAL FROM THE SITE. (SEE NOTE5)5.B. TRENCH SHALL BE BACK-FILLED WITH CEMENT-STABILIZEDSAND WITH A MINIMUM OF 1-1/2 SACKS OF PORTLANDCEMENT PER CUBIC YARD. BACK-FILL OF PIPING, CATCHBASINS, AND MANHOLES SHALL BE PLACED EVENLY ANDCAREFULLY AROUND AND OVER THE PIPE IN 1-INCHMAXIMUM LAYERS UNTIL 12-INCHES OF COVER EXISTS OVERTHE PIPE. THE REMAINDER OF THE BACK-FILL SHALL BEPLACED AND COMPACTED IN MAXIMUM 12-INCH LAYERS.PLACE CEMENT SAND MATERIAL AT OPTIMUM MOISTURECONTENT AND IN LAYERS NOT TO EXCEED 12-INCHESMEASURED LOOSE. COMPACT WITH MECHANICAL HANDTAMPS TO AT LEAST 95% OF AASHTO DENSITY TESTMETHOD T-99.5.C. POCKETS EXISTING IN THE NATURAL GROUND THAT AREWITHIN 3-FEET OF A STRUCTURAL FOUNDATION SHALL BEFILLED WITH CEMENT-STABILIZED SAND AS SPECIFIED INNOTE "6B". BACK-FILL SHALL BE PLACED IN 12-INCH LAYERSAND COMPACTED AS SPECIFIED IN NOTE "6B".6.PAVING SPECIFICATIONS6.A. BASE MATERIAL SHALL BE CRUSHED LIMESTONECONFORMING TO TX DOT ITEM 247.6.B. REQUIREMENTS FOR TYPE-A GRADE-2 MATERIAL:6.B.1. TYPE-A MATERIAL SHALL BE CRUSHED STONEPRODUCED FROM A NATURALLY OCCURRING SINGLESOURCE. CRUSHED GRAVEL OR UNCRUSHED GRAVELSHALL NOT BE ACCEPTED FOR TYPE-A MATERIAL. NOBLENDING OF SOURCES AND/OR ADDITIVE MATERIALSWILL BE ALLOWED IN TYPE-A MATERIAL.6.C. REQUIREMENTS FOR GRADE-2 MATERIAL:6.C.1. TRIAXIAL CLASS-1 TO 2.3 MINIMUM.6.C.2. COMPRESSIVE STRENGTH (PSI): 35 AT 0 PSI.6.C.3. LATERAL PRESSURE (PSI): 175 AT 15 PSI.6.D. MASTER GRADING:6.D.1. 2-1/2" - - - - - - - - - - 0. 1-3/4" - - - - - - - - - - - 0.-10 #4 - - - - - - - - - - - - - 4.5-75 #40 - - - - - - - - - - - - 6.0-856.D.2. MAXIMUM LIQUID LIMIT = 406.D.3. MAXIMUM PLASTICITY LIMIT = 126.D.4. WET BALL MILL - MAXIMUM = 456.D.5. MAX INCREASE IN PASSING: #40 = 207.CONCRETE NOTES7.A. COMPONENT MATERIALS7.A.1. CEMENT: PORTLAND ASTM C-150 TYPE-2NON-ALKALINE FOR GRADE BEAMS, SLABS, FLATWORK, AND PIERS. USE ONLY IDENTICAL BRANDCEMENT.7.A.2. FINE AGGREGATES: WASHED NATURAL SAND ORMANUFACTURED SAND CONFORMING TO ASTM C-33.7.A.3. CONCRETE AGGREGATES: GRAVEL, CRUSHEDGRAVEL, OR CRUSHED STONE CONFORMING TO ASTMC-33.7.A.4. MAXIMUM AGGREGATE SIZE: NOT LARGER THAN 1/5OF THE NARROWEST DIMENSIONS BETWEEN FORMSOF THE MEMBER FOR WHICH THE CONCRETE IS TO BEUSED, OR LARGER THAN 3/4 OF THE MINIMUM CLEARSPACING BETWEEN REINFORCING BARS.7.A.5. MIXING WATER: POTABLE AND CLEAN.7.B. CONCRETE MIXES AND STRENGTHS:AGGREGATE MAX. WATERSTRENGTH SIZECEMENT RATIOSLUMP3000 PSI 1-1/2" MAX. 0.53 4-1/2"4000 PSI 1" MAX. 0.48 4-1/2"-8"±1"5000 PSI 3/4" MAX. 0.40 8"±1"7.B.1. 4000 PSI AND 5000 PSI SLUMPS ACHIEVED WITHAPPROPRIATE SUPER PLASTICIZER.7.B.2. PUMP MIX: 1:2:2.8 BY SSD WEIGHT, ±10%. 7.B.3. ALL CONCRETE PLACED UNDER SLURRY MUST BE 5000 PSIAND CONTAIN: 7.B.4 MINIMUM 650-LBS OF CEMENTITIOUS MATERIAL PER CUBICYARD OF CONCRETE. 7.B.5 ADEQUATE RETARDER TO PRODUCE 5-INCH OR GREATERSLUMP AFTER 4-HOURS.7.B. REFER TO STRUCTURAL DRAWINGS FOR SCHEDULES. IF NOSTRENGTHS ARE GIVEN FOR CERTAIN ITEMS, USE 5000 PSIMINIMUM.7.C. ADMIXTURES7.C.1. OPTIONAL USE OF ADMIXTURES MAY BE USED TO ACHIEVETHE REQUIRED PROPERTIES OF THE CONCRETE OR TOIMPROVE THE WORKABILITY PROVIDED THEY COMPLYWITH THESE SPECIFICATIONS.7.C.2. SUBMIT WRITTEN DATA FOR APPROVAL BEFORE USINGADMIXTURES. DATA SHALL GIVE US ASTMCLASSIFICATION, BASIC INGREDIENT, AND INSTRUCTIONFOR USE. CALCIUM CHLORIDE MAY NOT BE USED.7.C.3. CONFORM TO APPROPRIATE STANDARDS OF ASTM C-494AS FOLLOWS:7.C.3.1. TYPE-A: WATER REDUCING7.C.3.2. TYPE-B: RETARDING7.C.3.3. TYPE-C: ACCELERATING7.C.3.4. TYPE-D: WATER REDUCING AND RETARDINGCOMBINATION7.C.3.5. TYPE-E: WATER REDUCING AND ACCELERATINGCOMBINATION7.C.3.6. TYPE-F: WATER REDUCING AND HIGH RANGEADMIXTURES (HRWR)7.C.3.7. TYPE-G: WATER REDUCING, HIGH RANGE, ANDRETARDING ADMIXTURES (HRWR)7.C.4. AIR-ENTRAINED ADMIXTURES WILL CONFORM TO ASTMC-260 OR AIR-ENTRAINED CEMENT ASTM C-175 TYPE 1A.7.C.4.1. AMOUNT IS 3% FOR 3/4-INCH AGGREGATE.7.C.4.2. TOLERANCES ARE ±1% PER ASTM C-231 OR C-138.A7.C.5. THE FOLLOWING ADMIXTURE BRANDS ARE APPROVED FORUSER. OTHERS REQUIRE VERIZON'S WRITTEN APPROVAL.7.C.5.1. MASTER BUILDERS7.C.5.2. SIKA CHEMICAL COMPANY7.C.5.3. UNION CARBIDE7.C.5.4. W. R. GRACE7.C.5.5. PROTEX INDUSTRIES7.C.5.6. SONNEBORN BUILDING PRODUCTS7.C.5.7. CORMIX7.C.5.8. MONEX RESOURCES7.C.6. FLY ASH CONFORMING TO ASTM C-6187.C.6.1. FLY ASH SHALL BE USED IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS. TYPE-C FLYASH CONFORMING TO ASTM C-618 AT 15%-20% ASREQUIRED. USE TYPE-F FLY ASH CONFORMING TOASTM C-618 FOR SULFATE ENVIRONMENTS.7.D. TEMPERATURE7.D.1. COLD WEATHER7.D.1.1. WHEN DEPOSITING CONCRETE AT FREEZING OR NEARFREEZING TEMPERATURES, THE CONCRETE SHALLHAVE A TEMPERATURE OF AT LEAST 50°.7.D.1.2. CONCRETE SHALL BE MAINTAINED AT ATEMPERATURE OF AT LEAST 50° FOR NOT LESS THAN72-HOURS AFTER PLACING OR UNTIL THE CONCRETEIS THOROUGHLY SET AND HARDENED.7.D.1.3. CONCRETE MATERIAL SHALL BE HEATED BEFOREPLACING WHEN NECESSARY.7.D.1.4. CONCRETE SHALL NOT BE PLACED WHEN AMBIENTAIR TEMPERATURE IS AT 40° AND FALLING, BUT MAYBE PLACED WHEN AMBIENT AIR TEMPERATURE IS AT32° AND RISING.7.D.2. HOT WEATHER7.D.2.1. RETARDER SHALL BE ADDED TO CONCRETE MIX WHENAMBIENT AIR TEMPERATURE IS 85° OR ABOVE.7.D.2.2. CONCRETE MIX WITHOUT RETARDER TEMPERATURESHALL NOT EXCEED 90°.7.D.2.3. CONCRETE MIX WITH RETARDER TEMPERATURESHALL NOT EXCEED 100°.7.D.2.4. CONCRETE MIXES WHICH EXCEED THE SPECIFIEDTEMPERATURES WILL BE REJECTED.7.E. HANDLING7.E.1. TRANSPORTATION OPERATIONS SHALL CONFORM TOASTM C-94.7.E.2. USE NO CONCRETE WHICH HAS BEEN HELD IN MIXERMORE THAN 1-HOUR UNLESS APPROVED RETARDINGADMIXTURES HAVE BEEN ADDED.7.E.3. DO NOT ADD WATER TO THE CONCRETE MIX AFTER THETRUCK HAS LEFT THE PLANT WITHOUT APPROVAL FROMAUTHORIZED MATERIAL INSPECTOR.7.E.4. RE-TEMPERING OF PARTIALLY HARDENED CONCRETE WILLNOT BE PERMITTED.7.F. DEPOSITING CONCRETE7.F.1. SOIL BOTTOMS FOR FOOTING AND SLABS SHALL BEAPPROVED BY THE OWNER OR HIS REPRESENTATIVEBEFORE PLACING CONCRETE.7.F.1.1. NO FOUNDATION SHALL BE PLACED ON BACK-FILLEDSOILS, EXCEPT AS SPECIFIED IN NOTE 5.7.F.2. REMOVE WATER AND ALL DEBRIS FROM FORMS ANDEXCAVATIONS. UNLESS OTHERWISE DIRECTED, WOODFORMS AND SAND SHALL BE THOROUGHLY WETTED JUSTPRIOR TO PLACING.7.F.3. DEPOSIT CONCRETE AS NEARLY AS PRACTICABLE IN ITSFINAL POSITION TO AVOID SEGREGATION DUE TORE-HANDLING OR FLOWING.7.F.4. APPLICABLE AUTHORIZED MATERIAL INSPECTOR SHALL BENOTIFIED AT LEAST 24-HOURS PRIOR TO ANY CONCRETEPOUR.7.F.5. NO CONCRETE POURING IS ALLOWED PRIOR TOINSPECTION AND APPROVAL OF REINFORCING STEEL ANDALL WORK ASPECTS.7.G. CONTINUITY OF PLACING7.G.1. CONCRETING SHALL GENERALLY BE CARRIED ON AS ACONTINUOUS OPERATION UNTIL THE PLACING OF ANINDIVIDUAL SECTION IS COMPLETED.7.G.2. CONCRETE SHALL BE CAREFULLY WORKED THROUGHOUTREINFORCEMENT AND EMBEDDED FIXTURES, ALONGSURFACES, AND INTO CORNERS OF FORMS.7.G.3. VIBRATORS MAY BE USED, PROVIDING THEY AREOPERATED UNDER EXPERIENCED SUPERVISION ANDFORMS ARE CONSTRUCTED TO WITHSTAND THEIR ACTION.7.G.4. WHEN CONSTRUCTION JOINTS ARE NECESSARY, THEYSHALL BE MADE AND LOCATED AS INDICATED ON THEDRAWINGS OR AS SPECIFIED.7.G.5. NO ADDITIONAL CONSTRUCTION JOINTS WILL BEPERMITTED WITHOUT THE APPROVAL OF THE OWNER.7.G.6. IF, FOR ANY REASON, THE CONCRETE PLACEMENTPROCEDURE IS UNACCEPTABLE, THE CONTRACTOR SHALLSUBMIT A SUBSTITUTE PROCEDURE FOR APPROVAL.7.H. A POUR DROP LIMIT HEIGHT OF 6-FEET SHALL BE USED INPLACEMENT OF ALL CONCRETE.7.I. NO CONCRETE THAT HAS PARTIALLY HARDENED, BECOMECONTAMINATED BY FOREIGN MATERIALS, OR BEENRE-TEMPERED SHALL BE USED.7.J. COLD JOINT REQUIREMENTS7.J.1. IT IS RECOMMENDED THAT ALL COLD JOINTS BE MADE AMINIMUM OF 12-INCHES ABOVE NATURAL GRADE TOINSURE CLEAN JOINTS.7.J.2. ALL JOINTS WILL BE THOROUGHLY WASHER WITH CLEANWATER PRIOR TO THE INSTALLATION OF THE UPPERPORTION.7.J.3. ALL JOINTS WILL BE THOROUGHLY WETTED AT THE TIMEOF THE CONCRETE POUR.7.K. SPECIFICATIONS FOR THE INSTALLATION OF BELOW GRADEREINFORCING CAGES7.K.1. MINIMUM CLEARANCE BETWEEN THE REBAR CAGE ANDTHE SURROUNDING SOIL SHALL BE ACCOMPLISHED BYTHE USE OF INDUSTRY ACCEPTED STANDARDMECHANICAL METHODS (CONCRETE BLOCKS, SPACINGWHEELS, ETC.). NO WOOD OR SIMILAR PRODUCTS ARE TOBE USED.7.K.2. CONTRACTOR SHALL SPECIFICALLY INSURE THAT THEMETHOD USED WILL MAINTAIN REBAR CLEARANCE FORTHE FULL LENGTH OF THE REINFORCING CAGE.7.L. STRUCTURAL ADEQUACY OF THE FORMS, TIES, SHORING, ANDBRACING SHALL CONFORM TO THE REQUIREMENTS OF ACI-347.7.M. DETAILING AND FABRICATION OF REINFORCEMENT ANDACCESSORIES SHALL BE IN ACCORDANCE WITH ACI-315.7.N. SUPPORT SLAB REINFORCEMENT ON CHAIRS AND PIERREINFORCEMENT ON SLEDS.7.O. LAP ALL CONTINUOUS BARS THE LENGTH OF 36BAR-DIAMETERS AT SPLICES, UNLESS OTHERWISE NOTED.7.P. FINISHED SURFACE OF FLOOR SLABS SHALL BE PLANED TO ACLASS-A FINISH.7.P.1. 1/8" : 10'-0" DETERMINED BY A 10-FOOT STRAIGHT EDGEPLACED ANYWHERE ON SLAB IN ANY DIRECTION.14123 CICERO ROADHOUSTON, TX 77095PHONE: (713) 507-1650FAX: (713) 507-1618HEMPHILL, LLC1305 N LOUISVILLE AVE.TULSA, OK 74115Page 20 of 33
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CIVIL, STRUCTURAL & GEOTECHNICAL ENGINEERING14123 CICERO ROADHOUSTON, TX 77095PHONE: (713) 507-1650FAX: (713) 507-1618ADDRESS: 1593 SEBESTA RD, COLLEGE STATION, TX 77845LEGAL DESCRIPTION: LOT 5, CENTURY HILL DEVELOPMENT (PER PLAT VOLUME 7623,PAGE 231, BRAZOS COUNTY OFFICIAL PUBLIC RECORDS).LAND OWNER NAME: SEBESTA ROAD LLCLAND OWNER CONTACT: 979-224-1790LESSEE'S LEASE AREA = 4,225 SQ.FT.LESSEE'S FENCED AREA = 160' WITH 12' GATE.LESSEE'S PAVED AREA = 1075 TOTALUNDERGROUND POWER = 475'± FROM UTILITY POLE TOHEMPHILL RACK. 50' FROM HEMPHILL RACK TO VERIZON ILC.OVERHEAD POWER = N/AUNDERGROUND FIBER = 380'± PER RUN,760'± TOTAL FOR VERIZON. 380'± FOR HEMPHILL FIBERCONDUITTOWER = NEW 98' MONOPOLE TOWER (99' AGL INCLUDING 1'TOWER FOUNDATION), OVERALL HEIGHT 109' WITH LIGHTNINGROD.PROPOSED ANTENNA HEIGHT = 95'EQUIPMENT = OUTDOOR EQUIPMENT CABINETS & OUTDOORDIESEL FUELED GENERATOR ON A CONCRETE PAD.SITE LAYOUT NOTES:CARRIER: VERIZONSITE NUMBER: 446897SITE NAME: EMERALD PARKWAYLAT.: 30.599043°LONG.: -96.286643°GROUND ELEVATION: 285.2'SITE INFORMATIONCONTRACTOR NOTE:CONSTRUCTION CONTRACTOR SHALLCONTACT DAVID NEWELL TO RE-STAKE SITE, FENCE LINE & TOWERCENTER PRIOR TO STARTING WORK.FLOOD NOTE:ACCORDING TO MAP NO. 48041C0310F OF THE FEDERALEMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCERATE MAPS FOR CITY OF COLLEGE STATION, TEXAS,EFFECTIVE DATE APRIL 2, 2014 THE SUBJECT TRACT ISSITUATED WITHIN: UN-SHADED ZONE “X”; DEFINED ASAREAS OUTSIDE THE 500-YEAR FLOOD;EX. HIGH BANKEX. O.H. UTILITYLESSEE EASEMENTEX. C.L. FENCEEX. PROPERTY LINEEX. EASEMENTLESSEE O.H. UTILITYLESSEE U.G. POWERLESSEE U.G. TELCOLESSEE UTILITY POLELESSEE PAVINGEX. ELEVATIONLESSEE FIN. GRADELESSEE FENCEEX. B.W. FENCE227.10227.10LESSEE PAVEMENTEx. UTILITY POLELESSEE LEASE LINEEX. WOOD FENCELEGENDOVERALL SITE PLAN2001020SCALE: 1" = 20'-0"VERIZON'S PROPOSED17"X30"X36" DEEP LOADBEARING HAND HOLE ATEACH 90° TURN (TYP.)(BYHEMPHILL)HEMPHILL'S PROPOSED UNDERGROUND POWERRUN FROM PAD TRANSFORMER TO EQUIPMENTRACK (300'±) (BY ELEC. CONTRACTOR)VERIZON'S PROPOSED (2) 2" SCH. 40 PVC CONDUIT AND (2) PULL STRINGEACH (4 TOTAL) 36" DEEP UNDERGROUND FROM HAND HOLE AT R.O.W. TOTELCO DEMARC ON EQUIPMENT RACK (380'± EA., 760'± TOTAL.)EXISTING TREESIN LEASE AREANOT SHOWNFOR CLARITY.SITE LOCATION IS A MODERATELY WOODEDAREA. CONTRACTOR SHALL CLEAR ANDLEVEL ENTIRE LEASE AREA.NOTE:THIS PLAN IS SHOWN TO CLARIFY THE RELATIONSHIP OFPROPOSED LESSEE WORK TO OVERALL SITE ONLY. 3DDESIGN & ENGINEERING CLAIMS NO RESPONSIBILITYFOR THE LEGAL DESCRIPTIONS SHOWN.REFER TO SURVEY BY: DAVID NEWELL FOR COMPLETESITE INFORMATION.EXISTING POWER POLEVERIZON 17"x30"x36" DEEP LOADBEARING HAND HOLE AT RIGHT-OF-WAY(BY HEMPHILL)SE
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EXISTINGBUILDINGEXISTINGPARKING LOTEXISTINGPARKING LOTEXISTINGSIDEWALKEXISTINGPROPERTYLINE (TYP.)EXISTING OH POWERPOLES & O.H. POWERLINES (TYP.)EXISTINGPROPERTYLINE (TYP.)EXISTING B.W.FENCE (TYP.)EXISTINGELEVATION (TYP.)LESSEE'S 20'NON-EXCLUSIVE EASEMENTFOR ACCESS & UTILITIES10'DRIVELESSEE'S PROPOSED CRUSHEDLIMESTONE PAVED ACCESSDRIVE WITH TURNAROUND(1075 SQ. FT.)(SEE SHEET 9)40' FENCEHEMPHILL'S PROPOSED (1) 4" SCH. 40 PVC CONDUIT FOR FIBER FROMHEMPHILL DEMARC TO STUB UP AT R.O.W.(380'± TOTAL)EXISTING 4"± FIBER CONDUITS (PER COCS UTILITY MAPS)EXISTING 6" WATER MAIN (PER COCSUTILITY MAPS)EXISTING 12" WATER MAIN (PER COCSUTILITY MAPS)EXISTING 8" WATER MAIN (PER COCSUTILITY MAPS)EXISTING FIREHYDRANTEXISTING FIREHYDRANTEXISTING U.G. ELECTRIC LINE (PERCOCS UTILITY MAPS)EXISTING U.G. ELECTRIC LINE (PERCOCS UTILITY MAPS)EXISTING 6" SANITARYSEWER GRAVITY MAIN(PER COCS UTILITYMAPS)EXISTING 6" SANITARYSEWER GRAVITY MAIN(PER COCS UTILITYMAPS)HEMPHILL, LLC1305 N LOUISVILLE AVE.TULSA, OK 74115CONTRACTOR TO CUT CURB AT DRIVEWAY AND INSTALL NEWMOUNTABLE/LAYDOWN CURB (SEE DETAIL 9, SHEET 9)EXISTING 6" WATER MAIN (PER COCSUTILITY MAPS)EXISTING 12" WATER MAIN (PER COCSUTILITY MAPS)Page 21 of 33
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CIVIL, STRUCTURAL & GEOTECHNICAL ENGINEERINGADDRESS: 1593 SEBESTA RD, COLLEGE STATION, TX 77845LEGAL DESCRIPTION: LOT 5, CENTURY HILL DEVELOPMENT (PER PLAT VOLUME 7623,PAGE 231, BRAZOS COUNTY OFFICIAL PUBLIC RECORDS).LAND OWNER NAME: SEBESTA ROAD LLCLAND OWNER CONTACT: 979-224-1790FLOOD NOTE:ACCORDING TO MAP NO. 48041C0310F OF THE FEDERALEMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCERATE MAPS FOR CITY OF COLLEGE STATION, TEXAS,EFFECTIVE DATE APRIL 2, 2014 THE SUBJECT TRACT ISSITUATED WITHIN: UN-SHADED ZONE “X”; DEFINED ASAREAS OUTSIDE THE 500-YEAR FLOOD;PRIMARY CABINETBATTERY CABINETFUTURE CABINETOVP-12 CIRCUITS (+1 FUTURE OVP)RESERVED SPACE FOR FUTURERADIOSICE BRIDGEILC CABINET (WITH CAMLOCK IFNEEDED)METER & DISCONNECTDARK FIBER JUNCTION BOX (2'X2'MIN.)(WITH RESERVED SPACE FORFUTURE CHARLES CABINET)DIESEL FUELED GENERATORGPS ANTENNA (MOUNTED ON POST)EQUIPMENT CANOPY123456710EQUIPMENT LIST:89NOTE:THIS PLAN IS SHOWN TO CLARIFY THE RELATIONSHIP OFPROPOSED LESSEE WORK TO OVERALL SITE ONLY. 3DDESIGN & ENGINEERING CLAIMS NO RESPONSIBILITYFOR THE LEGAL DESCRIPTIONS SHOWN.REFER TO SURVEY BY: DAVID NEWELL FOR COMPLETESITE INFORMATION.ENLARGED SITE PLAN15'0 2' 4'5'3'1'10'SCALE: 1/8" = 1'-0"1LESSEE'S PROPOSED98' MONOPOLE TOWER(SEE SHEET Z.4)LESSEE'SCOMPOUNDPAVED WITHCRUSHEDLIMESTONE TO95% PROCTOR(1600 SQ FT)SITE LOCATION IS A MODERATELY WOODEDAREA. CONTRACTOR SHALL CLEAR ANDLEVEL ENTIRE LEASE AREA.EXISTING UNDERGROUND UTILITIES ARENOT SHOWN. CONTRACTOR IS TO LOCATEAND PROTECT EXISTING UNDERGROUNDUTILITIES DURING CONSTRUCTION.CONSTRUCTION CONTRACTOR SHALLCONTACT DAVID NEWELL TO RE-STAKESITE, FENCE LINE & TOWER CENTER PRIORTO STARTING WORK.CONTRACTOR NOTE:FOR TRENCHING SPECIFICATIONSSEE SHEET N.1, NOTE 5.NOTE:1. CONTRACTOR IS TO REPAIR ALLDAMAGE RESULTING FROMCONSTRUCTION BACK TOPRE-CONSTRUCTION CONDITION ATCOMPLETION OF WORK.2. CONTRACTOR SHALL COORDINATESITE ACCESS TIMES AND EQUIPMENTSTAGING LOCATIONS WITH LANDLORD.3. ICE BRIDGE LENGTH SHOWN ISRELATIVE. LENGTH AND EXACTALIGNMENT WITH FOUNDATION MAYVARY FROM DRAWING DIMENSIONS.ICE BRIDGE WILL APPROACH TOWERAS SHOWN.4. TOWER IS TO BE SET ON IDENTIFIEDCENTER POINT.EXISTING TREESIN LEASE AREANOT SHOWNFOR CLARITY.65' LEASE AREAEXISTING 20' BUILDING SETBACKEXISTING 7'-6"BUILDINGSETBACKEXISTING 20' PUBLIC UTILITY EASEMENTEXISTINGPROPERTYLINE (TYP.)EXISTING B.W.FENCE (TYP.)VERIZON'S PROPOSED17"X30"X36" DEEP LOADBEARING HAND HOLE ATEACH 90° TURN(TYP.)(BY HEMPHILL)CONTRACTOR IS TOINSTALLLANDSACPING PERTHE CITY OFCOLLEGE STATIONORDINANCE (SEELANDSCAPE PLAN,THIS SHEET)NOTES:1. CONTRACTOR IS TO REPAIR ALL DAMAGE RESULTING FROM CONSTRUCTION BACK TO PRECONSTRUCTION CONDITION AT COMPLETION OF WORK.2. CONTRACTOR SHALL COORDINATE SITE ACCESS TIMES AND EQUIPMENT STAGING LOCATIONSWITH LANDLORD.3. CONTRACTOR SHALL VERIFY ALL WORK WITH LESSEE PRIOR TO STARTING PROJECT.4. CONTRACTOR TO VERIFY ALL EXISTING EQUIPMENT, COAX & ANTENNAS THAT ARE INSTALLEDPRIOR TO START OF CONSTRUCTION. NOTIFY RF IF SCOPE OF WORK DIFFERS FROM VERIZONRFDS.CABLE COLOR CODING CHARTANTENNA MOUNTING DETAILSCALE: N.T.S.OVP MOUNTING DETAILSCALE: N.T.S.ANTENNA MOUNTING PIPEANTENNAMOUNTINGBRACKETANTENNA (TYP.)RRH(TYP.)RRHSUPPORT(TYP.)ANTENNAMOUNTINGBRACKETOVP BOXOVPMOUNTINGBRACKETOVP MOUNTINGPIPE (TYP.)CABLE & LENGTHS:PROPOSED TOWER LOADING:COAX: N/A(1) 12X24 HYBRID CABLE: 140'±1. FOR TYPICAL ANTENNA AZIMUTHS SEE ANTENNA CHART, BUT CONTRACTOR IS TO VERIFY RFINFORMATION WITH VERIZON WIRELESS BEFORE INSTALLATION.2. CABLES ARE TO BE MARKED WITH VINYL TAPE CORESPONDING TO THE COLOR CODING CHART.CABLES SHALL BE MARKED AT BOTH ENDS AND MARKS SHALL BE VISIBLE FROM THE GROUND.MARKING BANDS AT THE TOP SHALL BE 2" WIDE AND SHALL BE 1" WIDE AT THE BOTTOM.3. CONTRACTOR SHALL VERIFY THE NUMBER AND SPACING REQUIRED FOR THE ANTENNAS IN EACHSECTOR WITH VERIZON WIRELESS AND SHALL ALLOW FUTURE SPACING AS DIRECTED.4. GPS ANTENNA CABLE SHALL ENTER THE SHELTER THROUGH AN INDEPENDENT PORT.NOTE:CABLES TO BEMARKED ON EACH ENDOF CABLE AND VISIBLEFROM GROUND LEVELPER VERIZON RFGUIDELINES.ANTENNA INSTALLATION NOTES:1. MAXIMUM RF JUMPER LENGTH SHALL NOT EXCEED 15' FOR EITHER 700 LTE OR 1900 AWS.2. IF EXISTING JUMPERS ARE USED, CONTRACTOR SHALL ENSURE COMPLIANCE WITH NOTE 1.3. CONSULT WITH VERIZON PERSONNEL TO VERIFY IF CSRF IS TO BE USED.4. THE MAXIMUM DIFFERENCE IN JUMPER LENGTH FROM ANTENNA TO RRH SHALL BE 9'. I.E., IF THESHORTEST JUMPER USED IS 6' IN LENGTH THAN THE LONGEST JUMPER MUST BE 15' OR LESS INLENGTH. CONTRACTOR SHALL ASSESS FIELD CONDITIONS AND ADJUST JUMPER LENGTHACCORDINGLY.5. ALL RF JUMPERS SHALL BE PRE-MADE WITH PRE-INSTALLED CONNECTORS ON BOTH ENDS. NOFIELD ADJUSTMENTS IN LENGTH ARE TO BE MADE.6. ALL RF JUMPERS SHALL BE EITHER LDF OR LCF12 JUMPERS FROM AN APPROVED JUMPER MANUFACTURER.7. ALL JUMPER CONNECTIONS SHALL HAVE THE PROPER TORQUE AND BE FULLYWEATHERPROOFED.8. CONTRACTOR SHALL PERFORM RF SWEEP ON ALL JUMPERS.9. ALL FIBER JUMPERS FROM THE RAYCAP BOX TO THE RRH SHALL BE THE SAME LENGTH. ANYEXCESS FIBER TO BE COILED INSIDE THE RAYCAP BOX USING PROPER RADIUS RESTRICTIONS.10. ALL JUMPERS SHALL BE ROUTED SUCH THAT THESE WILL BE SUPPORTED AT INTERVALS NOT TOEXCEED 3'.11. LOCATION DETAILS IN THESE DRAWINGS ARE DIAGRAMMATIC. CONTRACTOR SHALL LOCATE ALLITEMS SUCH AS TO SATISFY ALL NOTES AND THE DIRECTION OF VERIZON.COAX JUMPER NOTES:(6) NEW NHH-65C-R2B ANTENNAS(3) NEW MT6407-77A ANTENNAS(3) NEW B2/B66A RRH ORAN (RF4439D-25A)(3) NEW B5/B13 RRH ORAN (RF440D-13A)(1) NEW RCMDC-6627-PF48 OVPNEW ANTENNA CONFIGURATIONELEVATION BASED ON RFDSPROVIDED BY VERIZON.3D DESIGN & ENGINEERING, INC. IS NOTRESPONSIBLE FOR THE STRUCTURALADEQUACY OF THE SUBJECT TOWER. PLEASEREFER TO STRUCTURAL ANALYSIS REPORT BYOTHERS.THE SIZE, HEIGHT, AND DIRECTIONOF THE ANTENNAS SHALL BEADJUSTED TO MEET SYSTEMREQUIREMENTS.INCLUDES 1' FOR TOWER FOUNDATION95' A.G.L. RAD CENTERLESSEE'S ANTENNA ARRAY99' A.G.L.TOP OF MONOPOLE TOWER109' A.G.L.TOP OF LIGHTNING RODFOR TOWER LOADINGSEE CHART, THIS SHEETLESSEE'S PROPOSEDCHAINLINK FENCE (SEELESSEE'S PROPOSEDDIESEL FUELEDGENERATOR ON PADLESSEE'S PROPOSEDEQUIPMENT RACK WITHICE BRIDGELESSEE'S PROPOSEDEQUIPMENT PAD98' MONOPOLE TOWER(99' A.G.L. WITH 1' TOWERFOUNDATION)CONTRACTOR IS TO INSTALLLANDSACPING PER THE CITY OFCOLLEGE STATION ORDINANCESCALE: N.T.S.SITE ELEVATION2111214123 CICERO ROADHOUSTON, TX 77095PHONE: (713) 507-1650FAX: (713) 507-1618HEMPHILL, LLC1305 N LOUISVILLE AVE.TULSA, OK 7411540' CHAINLINK FENCE5' LANDSCAPEAREA40' CHAINLINK FENCE
45' LEASE AREA
5' LANDSCAPEAREA
3'6' RACK4'25' TOWER C.L.15' TOWER C.L.85' HEMPHILL UTILITYEASEMENT20' HEMPHILL ACCESS& UTILITY EASEMENTEXISTING 15'WATER LINE EASEMENTEXISTING 6" WATER LINE(ACCORDING TO COCS UTILITY MAPS)EXISTING 8" WATER LINE(ACCORDING TO COCS UTILITY MAPS)EXISTING FIREHYDRANTVERIZON'S PROPOSED (2) 2" SCH. 40 PVC CONDUIT AND (2) PULL STRINGEACH (4 TOTAL) 36" DEEP UNDERGROUND FROM HAND HOLE AT R.O.W. TOTELCO DEMARC ON EQUIPMENT RACK (380'± EA., 760'± TOTAL.)HEMPHILL'S PROPOSED (1) 4" SCH. 40 PVC CONDUIT FORFIBER FROM HEMPHILL DEMARC TO STUB UP AT R.O.W.(380'± TOTAL)HEMPHILL'S PROPOSED UNDERGROUND POWERRUN FROM PAD TRANSFORMER TO EQUIPMENTRACK (300'±) (BY ELEC. CONTRACTOR)13'±25' VZW LEASE AREA8'3'12' VZW LEASE AREA3'11' PAD4'PAD10'-5"7'-6" RACK8' PAD5'4'4'PAD 12345679101112CONTRACTOR TO CUT CURB AT DRIVEWAY AND INSTALL NEWMOUNTABLE/LAYDOWN CURB (SEE DETAIL 9, SHEET 9)Page 22 of 33
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CIVIL, STRUCTURAL & GEOTECHNICAL ENGINEERINGADDRESS: 1593 SEBESTA RD, COLLEGE STATION, TX 77845LEGAL DESCRIPTION: LOT 5, CENTURY HILL DEVELOPMENT (PER PLAT VOLUME 7623,PAGE 231, BRAZOS COUNTY OFFICIAL PUBLIC RECORDS).LAND OWNER NAME: SEBESTA ROAD LLCLAND OWNER CONTACT: 979-224-1790LANDSCAPING PLAN5'0 2' 4'3'1'10'SCALE: 3/16" = 1'-0"2LANDSCAPING NOTES: ALL PLANTINGS MUST BE IN ACCORDANCE WITH THE COLLEGE STATION PLANT LIST, OR AS DEEMED APPROPRIATE BYTHE USDA FOR ZONE 8 IN THEIR HARDINESS ZONE MAP. THE PLANT LIST IS APPROVED AND AMENDED AS NEEDED BY THE ADMINISTRATOR.PRIMARY SCREENING:ALL PLANTS TO BE 5 GALLON SIZE AND PLACED 5'± SPACING. ONLYDROUGHT TOLERANT NATIVE SPECIES TO BE USED.SHRUBBERY SHALL BE A MINIMUM OF THREE FEET (3') IN HEIGHT AT TIME OF PLANTING, PLANTED EVERY FIVE FEET (5') OR LESS ON CENTER,AND HAVE YEAR ROUND FOLIAGE.TEXAS NATIVE CANOPY TREES MUST BE 2.1" TO 3.4" CALIPER UPON INSTALLATION.SUGGESTED APPROVED SPECIES:ALTERNATE THE FOLLOWING (APPROX 35 PLANTS NEEDED TOTAL):1. TEXAS SAGE2. WAX MYRTLEIRRIGATION:ALL NEW PLANTINGS MUST BE IRRIGATED. AN IRRIGATION SYSTEM SHALL BE DESIGNED SO THAT IT DOES NOT NEGATIVELY IMPACTEXISTING TREES AND NATURAL AREAS. SOAKER HOSE AND DRIP IRRIGATION SYSTEM DESIGNS MAY BE PERMITTED AS THE ADMINISTRATORDEEMS APPROPRIATE.MAINTENANCE:PLANT USING 3" MULCH COVER. PLANTINGS TO BE MAINTAINED BY INDEPENDENT CONTRACTOR.PLANTING NOTES:1. MULCH WITH 4" MIN. ORGANIC MULCH.2. LANDSCAPE CONTRACTOR TO GUARANTEE SHRUBS FOR 180 DAYS.3. ALL PROPOSED LANDSCAPING IS REQUIRED AND SHALL BE PROPERLY MAINTAINED TO ENSURE GOOD HEATLH & VITALITY.4. SEED, MULCH, AND FERTILIZE IN DISTURBED AREAS.5. REFER TO LANDSCAPE PLAN (DETAIL 1, THIS SHEET) FOR PLANTING LOCATIONS.LANDSCAPING NOTES & DETAILS3TYPICAL PLANTING DETAILAPPROVEDSCREENING PLANTFINISHED GRADE3" ORGANIC MULCHPLANTINGSOIL MIXPROVIDE STAKING ONLY IFNECESSARY 2"X2"X4"HARDWOOD STAKESEQUALLY SPACED AROUNDTREE/SHRUB6" BERM TO HOLDWATERBIODEGRADABLE TWINE,FOR TIE-DOWNS PLACED120° APART AROUND THESHRUB (IF REQUIRED)LANDSCAPE CALCULATIONS:SITE AREA = 1600 SQ FT.LANDSCAPE POINTS REQUIRED = 800 (MIN. REQUIREDFOR ANY DEVELOPED AREA)POINTS ACQUIRED: 1025 TOTAL (225 x 3) + (35 x 10)5' O.C.TEXAS NATIVE CANOPYTREE 2.1-3.4" INSTALLEDCALIPER SIZE (TYP. OF3)(225 POINTS EACH, 675POINTS TOTAL)SHRUB MIN. 5 GALLONAT TIME OF INSTALL(TYP. OF 35)(10 POINTSPOINTS EACH, 350POINTS TOTAL)PROPOSED TELECOMMUNICATIONSSITE WITH LANDSCAPE SCREENINGPER CITY OF COLLEGE STATIONORDINANCE.ACCESS DRIVE GRADE IS TOMATCH EXISTING GRADEELEVATIONCONTOUR LINES(TYP.)(REFER TOSURVEY BY OTHERS)CONTOUR LINES(TYP.)(REFER TOSURVEY BY OTHERS)EXISTING ELEVATION(TYP.)285.2'285.7'FLOOD NOTE:ACCORDING TO MAP NO. 48041C0310F OF THE FEDERALEMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCERATE MAPS FOR CITY OF COLLEGE STATION, TEXAS,EFFECTIVE DATE APRIL 2, 2014 THE SUBJECT TRACT ISSITUATED WITHIN: UN-SHADED ZONE “X”; DEFINED ASAREAS OUTSIDE THE 500-YEAR FLOOD;SITE GRADING100510SCALE: 1" = 10'-0"1EXISTINGELEVATION(TYP.)PROPOSED DRAINAGE FLOW DIRECTIONACCESS DRIVEGRADE IS TO MATCHEXISTING GRADEELEVATION285.8286.2EXISTINGCONTOUR LINES286.1 T.O.C.286.3 T.O.C.286.1 T.O.C.285.2285.8LESSEE'S PROPOSEDCRUSHED LIMESTONE PAVEDACCESS DRIVE WITHTURNAROUND (1476 SQ.FT.)(SEE SHEET 9)14123 CICERO ROADHOUSTON, TX 77095PHONE: (713) 507-1650FAX: (713) 507-1618HEMPHILL, LLC1305 N LOUISVILLE AVE.TULSA, OK 74115Page 23 of 33
CIVIL, STRUCTURAL & GEOTECHNICAL ENGINEERINGADDRESS: 1593 SEBESTA RD, COLLEGE STATION, TX 77845LEGAL DESCRIPTION: LOT 5, CENTURY HILL DEVELOPMENT (PER PLAT VOLUME 7623,PAGE 231, BRAZOS COUNTY OFFICIAL PUBLIC RECORDS).LAND OWNER NAME: SEBESTA ROAD LLCLAND OWNER CONTACT: 979-224-1790ANTENNA MOUNTS:COMMSCOPE MTC3752M3 GEN 2 MOUNTRRH & RAYCAP MOUNTING HARDWARE:ATTACHED TO MTC3752M3 GEN 2 MOUNTHYBRID CABLE MOUNTS:(1) 12X24 HYBRID CABLE TO BE RAN INSIDEOF MONOPOLE TOWER (140'±)RRHs MOUNTEDBEHIND ANTENNA (TYP.)CABLE & LENGTHS:PROPOSED TOWER LOADING:NHH-65
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°THE SIZE, HEIGHT, ANDDIRECTION OF THE ANTENNASSHALL BE ADJUSTED TO MEETSYSTEM REQUIREMENTS.95' A.G.L. RAD CENTERLESSEE'S ANTENNA ARRAY99' A.G.L.TOP OF MONOPOLE TOWER109' A.G.L.TOP OF LIGHTNING RODCOMPONENT PARTS LIST:LESSEE'S (1) HYBRID 12X24CABLES RAN INSIDE OFMONOPOLE TOWER (NOT VISIBLE)LESSEE'S MONOPOLE TOWER(INSTALL PER ERECTION MANUALPROVIDED BY MANUFACTURER)LESSEE'S (1) RAYCAP SURGEARRESTOR & FIBERMANAGEMENT BOX.LESSEE'S ANTENNASNH
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ANEW ANTENNA CONFIGURATIONELEVATION BASED ON RFDSPROVIDED BY VERIZON.ANTENNAS ARRAY PERSPECTIVE1SCALE: N.T.S.SCALE: N.T.S.ANTENNAS ARRAY PLAN VIEW212'
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.COAX: N/A(1) 12X24 HYBRID CABLE: 140'±(6) NEW NHH-65C-R2B ANTENNAS(3) NEW MT6407-77A ANTENNAS(3) NEW B2/B66A RRH ORAN (RF4439D-25A)(3) NEW B5/B13 RRH ORAN (RF440D-13A)(1) NEW RCMDC-6627-PF48 OVPME6407-77AANTENNAME
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AME6407-77AANTENNA14123 CICERO ROADHOUSTON, TX 77095PHONE: (713) 507-1650FAX: (713) 507-1618HEMPHILL, LLC1305 N LOUISVILLE AVE.TULSA, OK 74115Page 24 of 33
CIVIL, STRUCTURAL & GEOTECHNICAL ENGINEERINGADDRESS: 1593 SEBESTA RD, COLLEGE STATION, TX 77845LEGAL DESCRIPTION: LOT 5, CENTURY HILL DEVELOPMENT (PER PLAT VOLUME 7623,PAGE 231, BRAZOS COUNTY OFFICIAL PUBLIC RECORDS).LAND OWNER NAME: SEBESTA ROAD LLCLAND OWNER CONTACT: 979-224-1790REBAR CORNER LAPUSE 4000 P.S.I. CONCRETE4" CHAMFERNOT USEDSCALE: N.T.S.DIESEL GENERATOR ELEVATION6SCALE: 3/8" = 1'EQUIP. FOUND. FOOTING DETAIL3SCALE: N.T.S.CORNER DETAILS (REINFORCING)4SCALE: N.T.S.CABINETS FOUNDATION PLAN1SCALE: N.T.S.4000 P.S.I.CONCRETE MIN.(SEE NOTES)NOTES:1. TOP OF SLAB TO BE A MINIMUM OF 18"ABOVE BASE FLOOD ELEVATION AT SITE.2. ALL FOUNDATIONS SHALL BE POUREDWITHIN A 1/8 " OF LEVEL IN ALLDIRECTIONS AND SMOOTH FINISHED.3. ALL CONCRETE FOR EQUIPMENT SLABFOUNDATION SHALL BE 4000 P.S.I. (MIN.)4. IF EQUIPMENT SET DATE WILL BE WITHIN48 HRS. OF SLAB POUR THEN SITECONTRACTOR SHALL USE 5000 P.S.I.CONCRETE (MIN.) TO OBTAIN MIN. 1800P.S.I. CONCRETE WITHIN THE ALLOTTED48 HOURS. (NO EXCEPTIONS)5. CONTRACTOR SHALL ANCHOREQUIPMENT CABINETS PERMANUFACTURER'S RECOMMENDATIONS.6. CONTRACTOR SHALL COORDINATESTUB-UP LOCATIONS WITH PROPOSEDEQUIPMENT AT STAGING YARD PRIOR TOCONSTRUCTION.4'-0"11'-0"18" MIN.18" MIN.10"GENERATOR PAD FOUNDATION PLAN2SCALE: N.T.S.SCALE: N.T.S.GEN. ATTACHMENT DETAIL56x6 - W4XW4WELDED WIREFABRIC3" RADIUS, TYP.CLEAN BANK SANDCOMPACTED TO 95%STD. PROCTOR.#4 REBARCONTINUOUS WITH#3 STIRRUPS @ 12"O.C. & 3" TYP. CLR.6"GENERATOR (VERIFYWITH VERIZON PRIORTO INSTALLATIONFOR MODEL #)CONCRETEFOUNDATION(SEE DETAIL 4)3/4"Ø CONCRETEANCHORS, 3-1/4" MIN.EMBEDMENT, TYPICAL 3PLACES EACH SIDENOTES:1. ALL CONCRETE FOR GENERATORFOUNDATION SHALL BE 4000 P.S.I.(MIN.)2. IF EQUIPMENT SET DATE WILL BEWITHIN 48 HRS. OF SLAB POUR THENSITE CONTRACTOR SHALL USE 5000P.S.I. CONCRETE (MIN.) TO OBTAIN MIN.1800 P.S.I. CONCRETE WITHIN THEALLOTTED 48 HOURS. (NO EXCEPTIONS)3. ELECTRICAL CONTRACTOR SHALLCOORDINATE STUB-UP LOCATIONS FORPROPOSED GENERATOR (FIELD VERIFYAT STAGING YARD.)4. ALL FOUNDATIONS SHALL BE POUREDWITHIN A 1/8" OF LEVEL IN ALLDIRECTIONS AND SMOOTH FINISHED.5. GENERATOR IS TO BE FASTENED DOWNIN ACCORDANCE WITH MFG.'SSPECIFICATIONS.6. CONTRACTOR SHALL COORDINATESTUB-UP LOCATION FOR PROPOSEDGENERATOR AT STAGING YARD PRIORTO CONSTRUCTION.MIN.EMBEDMENT3-1/4"1/2"Ø GALV. LOCKWASHER3/4"Ø A307, GALV.CONCRETE ANCHORCABINET BASE& WALL38'-0"4'-0"BOX OUT FOR STUBUP CONDUITS PERGENERATOR MANUFACTURER'S SPECS(KOHLER). G.C. IS TO VERIFY EXACTGENERATOR MODEL & STUB UPLOCATION WITH VERIZON PRIOR TOFOUNDATION INSTALLATION.6x6 - W4XW4WELDED WIREFABRIC3/4" CHAMFER OR TOOLEDEDGE AT ALL EXPOSEDCORNERS4000 P.S.I.CONCRETE MIN.(SEE NOTES)NOTE:GENERATOR IS TO BE FASTENEDDOWN IN ACCORDANCE WITHMANUFACTURER'SRECOMMENDATIONS.3/4" CHAMFERNOT USED10"10"(TYP.)3/4" CHAMFER OR TOOLED EDGEAT ALL EXPOSED CORNERS3446"6"12"5"6x6 - W4XW4 WELDEDWIRE FABRIC4" MIN.SANDCOMPACTSUBGRADETO 95% STD.PROCTOR6 MILPOLYETHYLENEVAPOR BARRIERCOMPACTEDSUBGRADE TO 95%STD PROCTOR#3 STIRRUPS@ 12" O.C. W/3" TYP. CLR.NATURALGROUNDFINISHED GRADE10"6~#4 BARSEQ. SPACED3/4" CHAMFERLAP WELDED WIREFABRIC 9" MIN.16.75"12.5"14.25"4.5"TYPICAL EQUIPMENT LAYOUT12SCALE: 3/8" = 1'TYPICAL EQUIPMENT ELEVATION11SCALE: 1/4" = 1'HYBRID CABLE DETAIL10SCALE: N.T.S.PROPOSED 6X12 HYBRID FIBERCABLENEW HYBRID CABLERAN INSIDE OF NEWMONOPOLE TOWERLESSEE'S CABLE BLOCKON EVERY HANGERLESSEE'S 24" ICE BRIDGEWITH TRAPEZE HANGERLEVELS, AS REQUIRED.LESSEE'S MONOPOLE TOWER(INSTALL PER ERECTIONMANUAL PROVIDED BYMANUFACTURER)R2' MIN.BENDRADIUSCOAX PORTNOT USEDVERIZON EQUIPMENT RACK2SCALE: N.T.S.SCALE: 1/4" = 1'-0"PROPOSED VERIZON EQUIPMENT LAYOUT1SCALE: 1/4" = 1'-0"PROPOSED VERIZON EQUIPMENT LAYOUT PERSPECTIVES3NOTE: PRIMARY CABINETCONTAINS 900 AMP DCPOWER PLANT WITH 8POWER LEADS MINIMUM.14123 CICERO ROADHOUSTON, TX 77095PHONE: (713) 507-1650FAX: (713) 507-1618HEMPHILL, LLC1305 N LOUISVILLE AVE.TULSA, OK 74115EQUIPMENT LAYOUT & CABLE DETAILS
11' CONCRETE EQUIP. PAD1'-6"2'-6"2'-6"2'-6"6"6"6"7'8' WEATHER CANOPY(BY PERFECT VISION)4' PAD4'-5"4' PAD8' CONCRETE PAD
LED LIGHT WITHTWIST TIMERATTACHED TOCANOPY FORCABINETILLUMINATIONVZW ILC
DARK FIBERJUNCTION BOX
50 KW GENERATOR
OVP-12FUTUREOVP-12
PRIMARYCABINET BATTERY
CABINET
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LED LIGHT WITH TWISTTIMER ATTACHED TOEQUIPMENT RACK FORELECTRIC & RADIOEQUIPMENTILLUMINATIONØ12" REINFORCED CONCRETE PIERFOUNDATION FOR PERFECT VISIONAWNING POSTS(SEE SHEET S.1 FOR AWNINGFOUNDATION DESIGN)FUTURE RRH EXPANSION AREA 6" TYP.6" MIN.PROPOSED HYBRID FIBERCABLES (REFER TO VZW RFDS FOR ACTUALCABLE REQUIREMENTS)GPS ANTENNA MOUNTEDON AWNING POSTLESSEE'S EQUIPMENT PADFOUNDATION (SEE SHEET C.7)LESSEE'S EQUIPMENT AWNINGFOUNDATION (SEE SHEET S.1-2)LESSEE'S EQUIPMENT RACK(SEE SHEET C.8)15" TYP.11"FUTURE RRHEXPANSION AREALEDLIGHTMOUNTEDTO POST4'1'Ø TYP.10'3" TYP.OVPFUTUREOVPFUTURE RRH AREAFUTURE RRH AREAFUTURE RRH AREAVERIZONILCF.T.P.P1000 UNISTRUT (TOBE SPACED ASNEEDED TO SUPPORTRADIO & ELECTRICALEQUIPMENT.CONTRACTORSHOULD LIMITUNISTRUT TO WHATIS NEEDED FOR THESITE. UNISTRUTSHOWN IS FORMAXIMUM LOADING)LED SITE LIGHTWITH TWISTTIMER2'-6"2'-6"2'-6"5'02'4'5' 3' 1'PERFECT VISION AWNING (MODEL #PV-WC0812-NP) WITH (4) PERFECT VISIONPIPES (MODEL # PIPE-312X162) EMBEDDEDIN CONCRETE FOOTINGS (SEE S.1 FORAWNING FOUNDATION DESIGN).VERIZON EQUIPMENT RACKWITH RADIO & ELECTRICALEQUIPMENTPROPOSED VERIZON EQUIPMENT - FRONT PERSPECTIVEPROPOSED VERIZON EQUIPMENT - BACK PERSPECTIVEPRIMARY EQUIPMENT CABINET,BATTERY CABINET, & FUTURECABINET SPACEGPS ANTENNA ATTACHED TOAWNING POST AS REQUIREDLED SITE LIGHTWITH TWIST TIMERPERFECT VISION AWNING (MODEL #PV-WC0812-NP) WITH (4) PERFECT VISIONPIPES (MODEL # PIPE-312X162) EMBEDDEDIN CONCRETE FOOTINGS (SEE S.1 FORAWNING FOUNDATION DESIGN).PRIMARY EQUIPMENT CABINET,BATTERY CABINET, & FUTURECABINET SPACEVERIZON EQUIPMENT RACKWITH RADIO & ELECTRICALEQUIPMENT11' CONCRETE EQUIP. PAD1'-6"2'-6"2'-6"2'-6"6"6"6"7'8' WEATHER CANOPY(BY PERFECT VISION)4' PAD8"4'-5"4' PAD8' CONCRETE PADLED LIGHT WITH TWISTTIMER ATTACHED TOCANOPY FOR CABINETILLUMINATIONVZW ILCDARK FIBERJUNCTIONBOX50 KWGENERATOROVP-12FUTUREOVP-12FUTURE RRHEXPANSION AREAPRIMARYCABINETBATTERYCABINETFUTURECABINETLED LIGHTWITH TWISTTIMERATTACHED TOEQUIPMENTRACK FORELECTRIC &RADIOEQUIPMENTILLUMINATIONØ12" REINFORCED CONCRETE PIER FOUNDATION FORPERFECT VISION AWNING POSTS(SEE SHEET S.1 FOR AWNING FOUNDATION DESIGN)Page 25 of 33
CIVIL, STRUCTURAL & GEOTECHNICAL ENGINEERINGADDRESS: 1593 SEBESTA RD, COLLEGE STATION, TX 77845LEGAL DESCRIPTION: LOT 5, CENTURY HILL DEVELOPMENT (PER PLAT VOLUME 7623,PAGE 231, BRAZOS COUNTY OFFICIAL PUBLIC RECORDS).LAND OWNER NAME: SEBESTA ROAD LLCLAND OWNER CONTACT: 979-224-1790GENERAL DETAILSFENCE DETAILS1SCALE: N.T.S.SCALE: N.T.S.GPS ANTENNA DETAIL2SCALE: N.T.S.3ICE BRIDGE DETAILGPS ANTENNA1-1/4"Ø SCH. 40,GALVANIZED PIPE(2' MAX.)UNIVERSAL GALVANIZEDPIPE CLAMP#6 AWG GROUND WIRETO GROUND RINGCOAX CABLE1/2" STAINLESS STEELBANDING 3' O.C.TO SECURE COAX& GROUND LEADGPS ANTENNA NOTES:·LOCATION OF ANTENNA MUSTHAVE A CLEAR VIEW OFSOUTHERN SKY AND CANNOTHAVE ANY BLOCKAGESEXCEEDING 25% OF THESURFACE AREA OF AHEMISPHERE AROUND THEGPS ANTENNA.·ALL GPS ANTENNA LOCATIONSMUST BE ABLE TO RECEIVECLEAR SIGNALS FROM AMINIMUM OF FOUR SATELLITES.VERIFY WITH HANDHELD GPSBEFORE FINAL LOCATION OFGPS ANTENNA IS DETERMINED.·IF ICE BRIDGE OF SIMILARPOST IS NOT GROUNDED,GROUND WITH #2 AWG TINNEDBARE COPPER WIREEXOTHERMICALLY BONDED TOPOST AND CONNECTED TOGROUND RING.ICE BRIDGE POST4'
4"3'-4"4"SLOPE CONCRETEAWAY FROM PIPES(TYP.)(1) 3" SCH. 40 PIPE(3.5" O.D. x 0.216" WALL)A 50024" UNIVERSALCANTILEVERICE BRIDGE NOTES:·ICE BRIDE TO BEPROVIDED BY GENERALCONTRACTOR.·REFERENCE PLAN FORRECOMMENDED PATH ANDLOCATION OF ICE BRIDGE.·MAXIMUM SPAN BETWEENICE BRIDGE POSTS, WHENUSING COMPONENTSSHOWN, IS 8'.·ICE BRIDGES MAY BECONSTRUCTED WITHCOMPONENTS FROMOTHER APPROVEDMANUFACTURER'S,PROVIDED THEMANUFACTURER'SGUIDELINES AREFOLLOWED.·ALL COMPONENTS SHOWNARE HOT-DIPPEDGALVANIZED.·ALL FIELD CUTS, WELDS,OR DRILLED OPENINGSSHALL BE SEALED WITHCOLD APPLIEDGALVANIZING COMPOUND.·ALL ICE BRIDGE POSTSMUST BE GROUNDED(REFER TO DETAILS ONELECTRICAL SHEETS)8' MIN.
10'±FINISHED GRADE3000 PSICONCRETE, MIN.1'12" DIAMETERCONCRETEFOOTING(TYP.)3" TYP.12" DIAMETERCONCRETEFOOTING(TYP.)24" SAFETYGRATINGPIPE CAP (TYP.)ICE BRIDGE PERSPECTIVEICE BRIDGE FRONT ELEVATION24"ANGLEBRACKET3/8" THREADEDROD (GALVANIZED)24" x 10' GRIPSPAN BRIDGECHANNELNOTE: CABLING AND CABLE HANGERSSHOWN FOR REFERENCE ONLY. FORACTUAL CABLE REQUIREMENTS REFER TOVERIZON RFDS.1'6'6"2"3'-2"4"10'-0" (TYPICAL AT CORNERS)EQUAL DISTANCE12'-0" GATE, DOUBLE SWING3'-2"2"10"1'-4"1'-6"2'-6"10"1'-6"3'-2"2"3'-2"2"SECTIONFENCE NOTES:1. FABRIC TIES - SECURE FABRIC WITH 9 COATED TIES TO LINEPOSTS @ 14" O.C. AND TO RAILS @ 24" O.C. SECURE FABRIC TOTENSION WIRE WITH COATED HOG RINGS @ 24" O.C.2. POSTS TO BE SPACED 10'-0" O.C. MAX. SET IN CONCRETE HAVINGA MIN. COMPRESSION STRENGTH OF 2500 P.S.I. @ 28 DAYS.CROWN TO SHED WATER. FOOTING SIZE TO BE IN ACCORDANCEWITH THE SCHEDULE SHOWN,3. ALL POSTS AND FRAME WORK SHALL BE COATED STEEL, 50,000K.S.I. PER ASTM 463.4. BRACE AND TRUSS ASSEMBLY AT EACH CORNER, TERMINAL ANDGATE POST.5. #7 GAUGE COIL SPRING BOTTOM TENSION WIRE.6. ALL COATED PIPE TO CONFORM TO ASTM - A120.ALL COATED CHAIN LINK TO CONFORM TO ASTM - A392. ALLCOATED FITTINGS TO CONFORM TO ASTM - A153.7. ALL GATES SHALL HAVE "DUCK BILL" HOLD OPENS AT FULL OPEN.8. ALL GATES SHALL HAVE AN IN GROUND PLUNGER ROD RECEIVERTHAT ACCOMPANIES THE LATCH. (1-1/2" GALVANIZED PIPE TYP.)GATE SHALL HAVE LATCH FORK W/ PAD (SHALL ACCEPT A PADLOCK)9. INSTALL GATE STOP LATCH AT FULL OPEN ON EACH GATE ANDINSTALL A 1-1/2" GALV. PIPE 12" LONG INTO THE GROUND FOR THECLOSED GATE LOCK GROUND STABILIZER.TYPE OF POST(ROUND, TYP.)LINE POSTCORNER POSTGATE POSTFABRIC HEIGHTHOLE DIAMETERHOLE DEPTHPOSTEMBEDMENTPOSTSIZEPOSTGAUGE 6' 10" 38" 36" 2" .072" 6' 16" 38" 36" 3" .09" 6' 18" 38" 36" 4" .09"A3"Ø O.D. X SCHED. 40 CORNER POST4"Ø O.D. X SCHED. 40 GATE POST(COATED TO CONFORM TO ASTM-A120)2" DIAMOND MESH #9 GUAGE X 8'-0"(MIN.) (1.02 OZ.) ALL COATED CHAINLINK TO CONFORM TO ASTM A392.3 STRANGS OF CLASS III GLAVANIZEDBARBED WIRE (TYPICAL)2-3/8"Ø O.D. SCHED. 40 LINE POST(COATED TO CONFROM TO ASTM-A120)5/8"Ø ADJUSTABLE TRUSS ROD WITHTURNBUCKLE (COATED, TYP.)2"Ø WELDED GATE FRAME (SCHED. 40PIPE TYP. W/ TENSION BAR AT ALLFOUR SIDES. [COATED])WIRE TIES AT 24" O.C. (TYPICAL).1-5/8"Ø TOP BRACE (COATED PIPE TOCONFORM TO ASTM-A120)BCDEFGHGECHBEADNO.7 COILED SPRINGREINFORCING WIREPLUNGERRODLATCH FORK WITHPAD LOCKING DEVICEGATE FRAME 2" O.D.COATED, T-40 W/WELDED CORNERSPOST CAP(ALL POSTS, TYP.)TENSION BAREACH END (TYP.)F8SCALE: N.T.S.FIBER CONDUIT BURIAL DETAIL7SCALE: 1" = 1'ELEC. CONDUIT BURIAL TO METER DETAIL6SCALE: N.T.S.ELEC. CONDUIT BURIAL TO TRANSFORMER DETAIL5SCALE: N.T.S.NEW 4"Ø CONDUIT WITH3"-3 CELL MAXCELLINNERDUCT FORFIBER/TELCOSERVICEWARNING TAPECIVIL CONTRACTOR TOCOMPLETE FINALCOMPACTION500X MARAFI WEEDBARRIER (OR EQUAL)NOTE: IT IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR TO INSURE PROPERCOMPACTION ACROSS ENTIRE SITE.ELECTRICAL CONTRACTOR SHALLCOORDINATE COMPACTION RESPONSIBILITIESWITH GENERAL CONTRACTOR.IF TRENCHING IS OCCURRING THROUGHEXISTING LANDSCAPING OR PAVED AREAS,CONTRACTOR IS TO RESTORE SURFACE ANDLANDSCAPING TO ORIGINAL CONDITION.EXISTINGEARTHNEW CRUSHEDLIMESTONE PAVINGCOMPACTEDSUBGRADE TO 95%STD. PROCTOR6" MIN. CRUSHEDLIMESTONE PAVING500x MARAFIWEED BARRIER(OR EQUAL)SUBGRADENOTE: FOR LIMESTONE SPECIFICATIONS &SURFACE PREPARATION, REFER TO SHEET N.1NOTE: FOR LIMESTONE SPECIFICATIONS &SURFACE PREPARATION, REFER TO SHEET N.16"NEW CRUSHEDLIMESTONE PAVINGEXISTINGEARTHEXISTINGEARTHCOMPACTEDBACKFILL3"6"1'1'2'2'-6"PAVING DETAILWARNING TAPENEW CONDUITFOR POWER (REFER TO SHEETE.4 FOR SIZEAND SPECIFICATIONS)CIVIL CONTRACTOR TOCOMPLETE FINALCOMPACTION500X MARAFI WEEDBARRIER (OR EQUAL)NOTE: IT IS THE RESPONSIBILITY OFTHE GENERAL CONTRACTOR TOINSURE PROPER COMPACTIONACROSS ENTIRE SITE. ELECTRICALCONTRACTOR SHALL COORDINATECOMPACTION RESPONSIBILITIESWITH GENERAL CONTRACTOR.IF TRENCHING IS OCCURRINGTHROUGH EXISTING LANDSCAPINGOR PAVED AREAS, CONTRACTOR ISTO RESTORE SURFACE ANDLANDSCAPING TO ORIGINALCONDITION.EXISTINGEARTHSANDEXISTINGEARTHCOMPACTEDBACKFILL3"2'NOTE: IT IS THE RESPONSIBILITY OF THEGENERAL CONTRACTOR TO INSURE PROPERCOMPACTION ACROSS ENTIRE SITE.ELECTRICAL CONTRACTOR SHALLCOORDINATE COMPACTION RESPONSIBILITIESWITH GENERAL CONTRACTOR.IF TRENCHING IS OCCURRING THROUGHEXISTING LANDSCAPING OR PAVED AREAS,CONTRACTOR IS TO RESTORE SURFACE ANDLANDSCAPING TO ORIGINAL CONDITION.2'4'WARNING TAPENEW CONDUITFOR POWER (REFER TO SHEETE.4 FOR SIZEAND SPECIFICATIONS)CIVIL CONTRACTOR TOCOMPLETE FINALCOMPACTION500X MARAFI WEEDBARRIER (OR EQUAL)EXISTINGEARTHSANDEXISTINGEARTHCOMPACTEDBACKFILL3"1.5'1.5'
3'NEW CRUSHEDLIMESTONE PAVING6"
3'-6"SAND4GENERATOR SPECSSCALE: N.T.S.14123 CICERO ROADHOUSTON, TX 77095PHONE: (713) 507-1650FAX: (713) 507-1618HEMPHILL, LLC1305 N LOUISVILLE AVE.TULSA, OK 741158SCALE: N.T.S.MOUNTABLE/LAYDOWN CURB DETAILPage 26 of 33
CIVIL, STRUCTURAL & GEOTECHNICAL ENGINEERINGADDRESS: 1593 SEBESTA RD, COLLEGE STATION, TX 77845LEGAL DESCRIPTION: LOT 5, CENTURY HILL DEVELOPMENT (PER PLAT VOLUME 7623,PAGE 231, BRAZOS COUNTY OFFICIAL PUBLIC RECORDS).LAND OWNER NAME: SEBESTA ROAD LLCLAND OWNER CONTACT: 979-224-1790PARALLEL TAP / HORIZONTALOVER AND UNDER, TAP ON TOPWELD JOINTEXOTHERMICHORIZONTAL CABLE TOVERTICAL DOWN ROD-RIGHT ANGLEEXOTHERMICWELD JOINTVERTICAL DOWN RODTEE / HORIZONTAL THRU & TAP CABLES,5/8"Ø COPPER GROUND RODWELD JOINTEXOTHERMICTEE / HORIZONTAL EXOTHERMICWELD JOINTTEE / HORIZONTAL CABLE,VERTICAL RODEXOTHERMICWELD JOINTPAINT W/ GALVANIZED PAINTAFTER INSTALLATION.GROUND LINE TO LOOP BELOW#2 TIN-PLATED SOLID COPPERCABLE DOWN AND OFF SURFACETAP / VERTICAL TO STEEL,STEEL SURFACEWELD JOINTEXOTHERMICTYPICAL GROUNDING DIAGRAM1SCALE: N.T.S.GROUNDING CONNECTIONS4SCALE: N.T.S.GROUNDING CONNECTION SYMBOLS3SCALE: N.T.S.GENERAL GROUNDING NOTES2SCALE: N.T.S.NOTES:1. FOR GROUND BOND TO STEEL ONLY. INSERT A TOOTH WASHERBETWEEN LUG & STEEL, COAT ALL SURFACES W/ KOPR-SHIELD.2. ALL HOLES ARE COUNTERSUNK 1/16".3. USE "NO-OX-ID, A-SPECIAL Electrical Grade" BY SANCHEM Inc. OREQUIVALENT ON ALL MECHANICAL CONNECTIONS; APPLY PERMANUFACTURER INSTRUCTIONS.4. ATTACH TOWER GROUND BARS DIRECTLY TO TOWER WITHISOLATORS.12"
30" MIN.4"SCALE: N.T.S.TOWER GROUND BAR DETAIL6SCALE: N.T.S.SCALE: N.T.S.GROUNDING LOOP TRENCH7FENCE POST GROUNDING DETAIL8TYPICAL GROUNDING RISER5GATE#2 TIN PLATED SOLID COPPER GROUNDWIRE TO GROUND ROD WITH JUMPERTO TOWER GROUNDING LOOP/SKIDUNDERGROUND GROUNDING LOOP.INTERMEDIATE FENCE POST NOTE:IF AN INTERMEDIATE FENCE POST IS WITHIN 6’ OF A GROUNDED METALLIC OBJECT THE INTERMEDIATEFENCE POST SHALL BE GROUNDED TO THE EARTH GROUND RING PER NEC.SCALE: N.T.S.SCALE: N.T.S.TELCO SINGLE-LINE DIAGRAM10SCALE: N.T.S.COPPER PROTECTION9SCALE: N.T.S.TELCO RISER DIAGRAM11NOT USEDGENERAL GROUNDING NOTES:1. ALL GROUND RODS SHALL BE A MINIMUM 5/8"x10'-0" COPPER CLAD STEEL.2. BELOW GROUND CONDUCTORS SHALL BE #2 SOLID COPPER MINIMUM.3. GROUND RODS SHALL BE DRIVEN TO A DEPTH SUCH THAT THE TOP OF ROD IS 30" BELOW FINISHED GRADE.4. HOLD BENDS TO A 12" MINIMUM ABOVE GROUND AND 24" BELOW GROUND.5. A MECHANICAL JOINT WILL BE PERMITTED FORM HVAC & ELECTRICAL EQUIPMENT TO GROUND RODS.6. GROUND ALL EXTERIOR EQUIPMENT (MISC.) TO EXTERIOR GROUND LOOP AS WELL AS PER N.E.C.7. GROUND HVAC UNITS TO EXTERIOR GROUND RING.8. THE EXTERNAL GROUND RING MAY TAKE THE PHYSICAL FORM OF A "C" OR AN "L" SHAPE IN CASES WHERE ALL SIDES OF THE BUILDINGARE NOT ACCESSIBLE.9. GROUND RODS ARE TO BE PLACED ALONG GROUND RING AT NOT LESS THAN 8' NOR MORE THAN 16' APART.10. USE 2-HOLE LUG ON ALL LEADS TO GROUND BARS OR EQUIPMENT.CONNECTION JOINT PREPARATION:THE SURFACES OF EACH CONDUCTOR TO BE CONNECTED ARE TO BE WELL CLEANED, REMOVING ALL PAINT, DIRT, & CORROSION IN THEAREA OF CONNECTION BEFORE EACH JOINT IS MADE, WHETHER IT BE A MECHANICAL OR WELDED JOINT. AFTER MECHANICAL JOINTS ARECOMPLETED, APPLICATION OF AN ANTIOXIDANT COMPOUND, SUCH AS "NO-OX" OR EQUIVALENT, IS RECOMMENDED. WHEN USINGNON-WELDED MECHANICAL CONNECTIONS, SUCH AS BOLT-ON LUGS, THE FOLLOWING PROCEDURES SHALL BE FOLLOWED:1. TO ENSURE GOOD ELECTRICAL CONTACT, THE MATING SURFACES SHOULD BE CLEAN AND FLAT.2. 2-HOLE LUGS ARE REQUIRED ON ALL #2 AWG OR LARGER GROUND LEADS MECHANICALLY ATTACHED TO THE MASTER GROUND BAR,ISOLATED GROUND BAR, AND EXTERNAL GROUND BAR, AND ARE PREFERRED FOR OTHER GROUNDING LEADS WHERE THE SIZE OF THEWIRE (#6 OR LARGER) MIGHT EXERT ENOUGH STRESS ON THE LUG TO LOOSEN A SINGLE MOUNTING BOLT.3. STAINLESS STEEL MOUNTING HARDWARE (NUTS, BOLTS, ETC.) IS REQUIRED ON ALL OUTSIDE CONNECTIONS AS WELL AS ON THE M.G.B.AND I.G.B., AND IS PREFERRED FOR ALL OTHER GROUND LEADS. LUGS MAY BE TINNED RATHER THAN STAINLESS.4. THE LUG HOLES & STAINLESS BOLT SIZES ARE TO BE CHOSEN TO MATCH THE MOUNTING HOLE SIZES, SO THAT THERE IS MINIMAL PLAYIN THE MECHANICAL ASSEMBLY PRIOR TO TIGHTENING THE NUTS. SPLIT RING TYPES LOCK WASHERS SHOULD BE USED TO PREVENTTHE NUTS FROM LOOSENING.FENCE GROUNDING NOTE:1. ALL CORNER FENCE POSTS TO HAVE GROUNDING JUMPERS TO EQUIPMENT GROUND, 4/0 AWG TINNED STRANDED COPPER GROUNDLEAD.2. FENCE GATE POSTS & ALL INTERMEDIATE POSTS WITHIN 6' OF EQUIPMENT GROUNDING TO HAVE GROUNDING JUMPERS TO EQUIPMENTGROUND, 4/0 AWG TINNED STRANDED COPPER GROUND LEAD.3. INSTALL A STANDARD GROUND ROD BETWEEN THE FENCE POST & GROUND RING, IF DISTANCE FROM POST TO RING IS GREATER THAN16'.GROUND LEAD NOTES:1. DROP GROUND WIRES VERTICALLY TO GRADE AS CLOSE TO GROUNDED ITEM AS POSSIBLE AND SECURE LEADS TO NEW STRUCTURE TO MAINTAIN ALIGNMENT.2. IF GROUND CLEARANCE BELOW PLATFORM STEEL IS LESS THAN 12", RUN BARE WIRE TO GRADE.3. IF GROUND CLEARANCE BELOW PLATFORM IS GREATER THAN 12", RUN GROUND LEADS IN 1/2"Ø PVC, SECURED TO NEW STRUCTURE TO MAINTAIN ALIGNMENT.4. SEE DETAIL 2, SHEET E4 FOR TYPICAL AT ELEVATED PLATFORM.NOTES:VERIZON EQUIPMENT RACK(SEE SHEET C.8)ROUTERVERIZON PRIMARYEQUIPMENTCABINETPRIMARY CABINETICE BRIDGEILC CABINET (WITH CAMLOCK IFNEEDED)NOT USEDTELCO CABINET (2'x2' MIN.)LED LIGHT12356EQUIPMENT LIST:41562(2) 2" SCH. 40 PVC CONDUIT AND(2) PULL STRING EACH (4 TOTAL)36" DEEP UNDERGROUND FROMHAND HOLE/MEET ME POINTGROUNDPER N.E.C.GROUNDPER N.E.C.2"Ø CONDUIT FROM FIBER JUNCTIONBOX TO PRIMARY EQUIPMENTCABINET (WHERE APPLICABLE)GROUND LEVELGROUND LEVEL900AMP DC POWERPLANT (WITH 8POWER LEADSMINIMUM) &RECTIFIERSLEGEND:ICE BRIDGE BY G.C.EQUIPMENT PAD FOUNDATIONEQUIPMENT PAD UNDERGROUNDGROUNDING LOOP12TOWER GROUND BAR.131~#2 AWG SOLID GREEN INSULATED COPPER WIRE IN RIGID CONDUIT (TYP. OF 2).141~#2 AWG SOLID GREEN INSULATED COPPER WIRE FROM EQUIPMENTUNDERGROUND GROUNDING LOOP TO TOWER GROUNDING LOOP (TYP. OF 2).151~#2 AWG SOLID GREEN INSULATED COPPER WIRE FOR EACH ICE BRIDGE POST.16HYBRID CABLE BENDING RADIUS TO BE 24" MIN. (HEREIN CABLE ISVIEWED FROM THE SIDE).EXOTHERMIC CONNECTION WELD (CADWELD CONNECTION TYPE).5/8"Ø x 10'-0" COPPER ROD CAD WELDED TO GROUND WIRE.MECHANICAL CONNECTION.1. ALL GROUND RODS SHALL BE A MIN. 5/8"x10'-0" COPPER.2. BELOW GROUND CONDUCTORS SHALL BE #2 AWG SOLID GREEN INSULATEDCOPPER WIRE MIN.3. GROUND RODS SHALL BE DRIVEN TO A DEPTH SUCH THAT THE TOP OF RODIS 30" BELOW FINISHED GRADE.4. HOLD BENDS TO AN 12" MIN. ABOVE GROUND AND 24" BELOW GROUND.5. USE 2-HOLE LUG ON ALL LEADS TO GROUND BARS.NOTES:EQUIPMENT CABINET30" MIN.GROUND EQUIPMENT TO GROUND LOOPPER MANUFACTURER'S SPEC.EQUIPMENT RACK WITH ICE BRIDGE &RADIO/ELECTRICAL EQUIPMENT.ICE BRIDGE POSTMONOPOLE TOWERMONOPOLE TOWER FOUNDATIONMONOPOLE TOWER GROUNDING LOOP1~#2 AWG SOLID COPPER WIRE FROM TOWER BASE PLATE TO TOWER GROUNDINGLOOP (TYP. OF 3).12457891011121314151617EQUIPMENT AWNING617NOTE: PRIMARY CABINETCONTAINS 900 AMP DCPOWER PLANT WITH 8POWER LEADS MINIMUM.HEMPHILL, LLC1305 N LOUISVILLE AVE.TULSA, OK 74115GROUNDINGELECTRODECONNECTIONS(SEE GROUNDINGCONNECTIONSYMBOLS THISSHEET)7PCGTVBGROUND BARATTACHED TOTOWER ATANTENNALEVELGROUND BARATTACHED TO TOWERAT GROUND LEVEL12 TYP.67811PCNCPCPCVBGTTYP.VBPCVBVBNCVBVBGTPCPCVBPC12GRVBCABLE GROUND LEADS TO GROUND BAR, SEE E-2.1~#2 AWG GREEN INSULATED SOLID COPPER WIREFROM GENERATOR TO GROUND LOOP. (VERIFYMFGR.'S REQUIREMENTS)CONNECT GATE POST GROUND RODS WITH #2TIN-PLATED SOLID COPPER JUMPER. (SEE DETAIL 4,SHEET E.2)DIAGRAM NOTES :CABLE COLLECTOR GROUND BAR ATTACHED DIRECTLYTO TOWER.#2 AWG GREEN INSULATED SOLID COPPER WIRE FROMNEW EQUIPMENT (PER MFGR.'S SPECS) TO EQUIPMENTGROUND LOOP.GROUND POSTS TO GROUND LOOP.CORNER FENCE POSTS : GROUND ALL CORNER FENCEPOSTS. (SEE DETAIL 4, SHEET E.2)1~#2 AWG GREEN INSULATED SOLID COPPER WIREFROM DEMARC TO GROUND LOOP. (VERIFY MFGR.'SREQUIREMENTS)CABLE TRAY : 1 ~ #2 AWG GREEN INSULATED SOLIDCOPPER WIRE JUMPER AT EACH END.1~#2AWG GREEN INSULATED SOLID COPPER WIREJUMPER AT EVERY CABLE TRAY JOINT.1~#2 AWG GREEN INSULATED SOLID COPPER WIREFROM RAYCAP GROUND LUG TO GROUND LOOP.(VERIFY MFGR.'S REQUIREMENTS)1~#2 AWG GREEN INSULATED SOLID COPPERWIRE FROM THE PRIMARY METER &DISCONNECT TO GROUND ROD.DIAGRAM ILLUSTRATES TYPICAL SITELAYOUT AND GROUNDING. FOR TRUESITE ORIENTATION AND LAYOUT REFERTO SHEETS C.1 & C.29PCPCVB5PCVBTYP. OF 410NCVBNCPage 27 of 33
CIVIL, STRUCTURAL & GEOTECHNICAL ENGINEERINGADDRESS: 1593 SEBESTA RD, COLLEGE STATION, TX 77845LEGAL DESCRIPTION: LOT 5, CENTURY HILL DEVELOPMENT (PER PLAT VOLUME 7623,PAGE 231, BRAZOS COUNTY OFFICIAL PUBLIC RECORDS).LAND OWNER NAME: SEBESTA ROAD LLCLAND OWNER CONTACT: 979-224-1790IN LIEU OF THE MAXIMUMAVAILABLE FAULT CURRENTMARKING AS REQUIRED BY 110.24,A PERMANENTLY AFFIXES LABELSHALL BE APPLIED WITH THEAVAILABLE FAULT CURRENT ATTHE TIME OF INSTALLATION &CALCULATION. THE LABEL SHALLBE 2"x3" IN SIZE & SHALL BE BLUELETTERING ON A CONTRASTINGBACKGROUND. THIS LABEL SHALLALSO INCLUDE THE DATE OF THECALCULATION.AVAILABLE FAULTCURRENT LABELINGSCALE: N.T.S.ELECTRICAL NOTES2SCALE: N.T.S.VERIZON - FAULT CURRENT CALCULATIONS3SCALE: N.T.S.VERIZON WIRELESS - ELECTRICAL ONE-LINE DIAGRAM & POWER PANEL SCHEDULE1CONDUIT PLUMBING PLAN5'02'4'5' 3' 1'SCALE: 1/4" = 1'-0"4CONDUIT PLUMBING ELEVATIONS5'02'4'5' 3' 1'SCALE: 1/4" = 1'-0"5NOT USEDGENERAL NOTES:A. ALL WORKS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE(EDITION ENFORCED BY LOCAL AUTHORITY), AND ALL APPLICABLE STATE AND LOCAL LAWS ANDREGULATIONS. NOTHING IN THESE PLANS OR SPECIFICATIONS SHALL BE CONSTRUCTED AS TOPERMIT WORK NOT CONFORMING TO THE MOST STRINGENT OF THESE CODES. SHOULD CHANGESBE NECESSARY FOR THE DRAWINGS OR SPECIFICATIONS TO MAKE THE WORK COMPLY WITH THESEREQUIREMENTS, THE CONTRACTOR SHALL IMMEDIATELY (SPECIALLY BEFORE BIDDING SUBMITTAL)NOTIFY THE ENGINEER IN WRITING AND CEASE WORK ON PARTS OF THE CONTRACT WHICH AREAFFECTED.B. THE CONTRACTOR SHALL MAKE A SITE VISITATION PRIOR TO BIDDING AND CONSTRUCTION TOVERIFY ALL EXISTING CONDITIONS AND SHOULD NOTIFY THE ENGINEER IMMEDIATELY UPONDISCOVERY OF ANY DISCREPANCIES. THE CONTRACTOR ASSUMES ALL LIABILITY FOR FAILURE TOCOMPLY WITH THIS PROVISION.C. THE EXTENT OF THE WORK IS INDICATED BY THE DRAWINGS, SCHEDULES, AND THIS SPECIFICATIONAND IS SUBJECT TO THE TERMS AND CONDITIONS OF THE CONTRACT. THE WORK SHALLCONSIST OF FURNISHING ALL LABOR, EQUIPMENT, MATERIALS AND SUPPLIES NECESSARYFOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. INCLUDING WORK NOTSPECIFICALLY MENTIONED OR SHOWN ON THE CONTRACT DOCUMENTS BUT ARE NECESSARYFOR A COMPLETE AND OPERATIONAL SYSTEM.D. THE DRAWINGS INDICATE DIAGRAMMATICALLY OF THE DESIRED LOCATIONS OR ARRANGEMENTS OFTHE CONDUIT RUNS, OUTLETS, EQUIPMENT, ETC. AND SHALL BE FOLLOWED IN EXECUTING THEWORK SO AS TO SECURE THE BEST POSSIBLE INSTALLATION IN THE AVAILABLE SPACE LIMITATIONS.E. FEEDER AND BRANCH CIRCUITS SHALL BE RUN IN EMT FOR INDOOR PROTECTED LOCATIONS ONLY.FEEDER AND BRANCH CIRCUITS RUN IN NONMETALLIC CONDUIT SHALL INCLUDE A CODE SIZEDEQUIPMENT GROUNDING CONDUCTOR HAVING GREEN INSULATION. THE EQUIPMENT GROUNDCONDUCTOR SHALL BE PROPERLY CONNECTED TO MAINTAIN ELECTRICAL CONTINUITY.F. WIRING SHALL BE COPPER TYPE THWN-2.G. ALL DIRECT BURIED GROUNDING CONDUCTORS SHALL BE #2 AWG STRANDED GREEN INSULATEDCOPPER WIRE.H. ALL NON-DIRECT BURIED TELEPHONE EQUIPMENT GROUNDING CONDUCTORS SHALL BE #2 AWGSTRANDED GREEN INSULATED COPPER WIRE.I. ALL TELEPHONE EQUIPMENT GROUNDING CONNECTIONS AND SPLICES SHALL BE MADE WITHBURNDY "HY-GROUND" CONNECTORS EXCEPT WHERE NOTED OTHERWISEJ. PAINT AT ALL GROUND CONNECTIONS SHALL BE REMOVED.K. CONTRACTOR SHALL CHECK RESISTANCE BETWEEN GROUNDING(ELECTRODES AND COLD WATER PIPING) AND TELEPHONE EQUIPMENT. MAXIMUM RESISTANCESHALL NOT EXCEED 3 OHMS.L. UTILITY SERVICE REQUIREMENTS ARE SHOWN ON THE DRAWINGS BASED ON INFORMATIONAVAILABLE AT THE TIME AND ARE NOT GUARANTEED.M. DISCONNECTS SHALL BE HEAVY DUTY - MIN. 10,000 AIC RATING. ACCEPTABLE MANUFACTURERS:G.E., SQUARE D, WESCO/CUTLER HAMMER OR SIEMENS.N. PVC SCHEDULE 40 MAY BE USED AS PERMITTED BY CODE IN LIEU OF RIGID STEEL CONDUITFOR UNDERGROUND APPLICATIONS ONLY. INSTALL A CODE SIZED INSULATED BONDEDEQUIPMENT GROUND CONDUCTOR (GREEN). USE RIGID STEEL 90° ELBOWS.O. REFER TO GROUNDING NOTES ON SHEET G. ELECTRICAL CONTRACTOR MUST REVIEW EQUIPMENTGROUNDING GUIDELINE FOR CELLULAR RADIO INSTALLATIONS AND CONFORM TORECOMMENDATIONS THEREIN.P. ELECTRICAL EQUIPMENT, CIRCUIT PROTECTIVE DEVICES, BUSSING AND SWITCHES SHALL BE RATEDTO INTERRUPT OR WITHSTAND SHORT CIRCUIT FAULTS GREATER THAN THE AVAILABLE FAULTCURRENT.ELECTRICAL NOTES:1. CONTRACTOR SHALL REMOVE ALL TEMPORARY GROUNDING PROVIDED DURING TOWERINSTALLATION AND REPLACE WITH PERMANENT GROUNDING PER THE GROUNDING PLAN ANDDETAILS.2. CONTRACTOR SHALL PROVIDE ALL TEMPORARY POWER ON JOB SITE INCLUDING SERVICE POLE,ENTRY CONDUCTORS, METER, AND DISCONNECTS AS REQUIRED. IF POWER COMPANY TEMPORARYSERVICE IS NOT AVAILABLE, CONTRACTOR SHALL PROVIDE A 10KW MIN. SIZE GENERATOR TOSUPPLY DEMAND.3. ALL ELECTRICAL WIRING SHALL, INCLUDING EQUIPMENT AND CONDUIT BONDING, BE INSTALLED INACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL OTHERCODES HAVING JURISDICTION.4. ALL WIRE IN ALL SERVICE AREAS SHALL BE TYPE THWN-2 COPPER, MINIMUM SIZE #12 AWG. EXCEPTCONTROL WIRING. ALL WIRE UNDERGROUND AND IN WET SERVICE AREAS SHALL BE TYPE THWN-2COPPER, MINIMUM SIZE #12 AWG. EXCEPT CONTROL WIRING.5. ELECTRICAL CONTRACTOR SHALL COORDINATE DROP POLE SET WITH LOCAL UTILITY COMPANY.6. CONTRACTOR SHALL FILL TRENCH EXCAVATIONS AS NOTED IN "EXCAVATION AND FILL SPECIFICATIONS" IN THESE DOCUMENTS. EXTERIOR CONDUIT TO BE RGS AT 18" BELOW GRADEEXCEPT IN AREAS OF VEHICLE TRAFFIC WHERE IT SHALL BE 24" BELOW GRADE.7. INSTALL PULL BOXES AS REQUIRED BY N.E.C..14123 CICERO ROADHOUSTON, TX 77095PHONE: (713) 507-1650FAX: (713) 507-1618HEMPHILL, LLC1305 N LOUISVILLE AVE.TULSA, OK 741152~3" SCH. 40 PVC W/ 3-500 KCMILXHHW-2 AL. EA. FROMTRANSFORMER TO NEWEQUIPMENT RACK.1~2" SCH. 40 PVC W/ 3~3/0 & 1 #6AWG FROMHOT GUTTER TO VERIZON ILC (130' L.F. MAX)ELECTRIC SERVICE NOTES:ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN CONFORMANCE WITH NFPA 70 (LATEST REVISION). THE RESPECTIVE EQUIPMENT MANUFACTURER'SDIRECTIONS AND ALL OTHER APPLICABLE LOCAL CODES, LAWS, ORDINANCES AND REQUIREMENTS IN FORCE. ANY INSTALLATION WHICH WOULD VOID THE U.L.LISTING (OR OTHER THIRD PARTY LISTING) AND/0R THE MANUFACTURER'S WARRANTY OF A DEVICE SHALL NOT BE PERMITTED.COORDINATE ELECTRIC SERVICE WITH LOCAL POWER UTILITY COMPANY. COORDINATE WITH UTILITY FOR METER TYPE AND CONNECTION.ALL CONDUIT SHALL BE SEALED WATERTIGHT UNTIL FINAL TERMINATIONS ARE MADE.PROVIDE PULL CORD IN ALL CONDUITS. SECURE AT EACH END.ADJUST DEPTH OF CONDUITS TO PASS ABOVE GROUNDING SYSTEM.PROVIDE 18 INCH (MIN.) RADIUS ELBOWS FOR ALL BENDS.PROVIDE PHENOLIC ENGRAVED NAMEPLATES AT THE SERVICE DISCONNECT LABELED: "SERVICE DISCONNECT" & "NOTE ENGINE GENERATOR NEUTRAL IS ALSOBONDED TO GROUND AT THE SERVICE DISCONNECT." PROVIDE ADDITIONAL NAMEPLATES NOTING TYPE AND LOCATION OF STANDBY POWER SOURCE.SCALE: N.T.S.PRIMARY POWER - ELECTRICAL ONE LINE DIAGRAM7SCALE: 1/4" = 1'HEMPHILL'S POWER/TELCO H-FRAME DETAILS6SCALE: N.T.S.POWER/TELCO H-FRAME PERSPECTIVES89'4'-6"4'-6"7'-6"1'Ø3'-6"FOOTING
6"4"4' MIN.P1000 UNISTRUT SPACEDAS REQUIRED12"X24"X8' BUSSED GUTTER800A 4W N3R100AMP METER SOCKET (FOR TOWERLIGHTING)HEMPHILL N3R 2P 3W 240V LOADCENTER WITH MAIN DISCONNECT, (2)20AMP BREAKERS & WEATHERPROOFGFCI FOR TOWER LIGHTING.200 AMP METER SOCKET (1 + 2FUTURE)200A FUSED HD DISCONNECTN3R 2P 3W 240V200A FUSES LOCKABLE (1 + 2 FUTURE)3'X3' TELCO CABINETTOWER LIGHT CONTROL BOX (IFAPPLICABLE)12345EQUIPMENT LIST:12444355566116234"Ø SCH 40 PIPEWITH CAPSP1000 UNISTRUTSPACED AS REQUIRED2~3" SCH. 40 PVC W/ 3-500 KCMILXHHW-2 AL. EA. FROMTRANSFORMER TO NEWEQUIPMENT RACK.CONCRETE FOOTINGS(1) 4"Ø FIBERCONDUITTO RIGHT OF WAYFRONT SIDE VIEWRIGHT SIDE VIEWBACK SIDE VIEWTOP VIEW65'02'4'5' 3' 1'777(IF APPLICABLE)NOTE: 4-GANG ENCLOSED METER BASESYSTEM (SUCH AS SIEMENS MODELWPL6412RJ OR SIMILAR) CAN BE USEDBUT MUST HAVE HEMPHILL AND LOCALUTILITY PROVIDERS APPROVAL PRIORTO EQUIPMENT ORDER OR INSTALL.6A6BABATTERY CABINETPRIMARY EQUIPMENT CABINETOVP-12ICE BRIDGEILC CABINET (WITH CAMLOCK IFNEEDED)METER & DISCONNECTTELCO CABINET (2'x2' MIN.)LED LIGHTGFCIDIESEL FUELED GENERATOREQUIPMENT AWNING123567EQUIPMENT LIST:8CONDUIT LEGEND:TO UTILITY TRANSFORMER (CONDUIT & WIRES SIZE VARY).Ø2" RGC WITH 3~3/0 KCML & 1~#6 AWG (130 L.FT. MAX.).*Ø1 1/2" RGC WITH 3~1/0 KCML & 1~#6 AWG (185 L. FT. MAX.).Ø1" RGC WITH 4~12 AWG & 1~12 AWG E.G. FOR GENERATOR HEATER & BATTERYCHARGER).Ø1" RGC FOR GENERATOR CONTROLS & ALARMS.Ø1 1/2" RGC WITH 8~#10 AWG & 1~10 AWG E.G. WITH PULL STRING FOR RECTIFIERCIRCUITS.Ø1" RGC FOR GENERATOR & ILC ALARMS.Ø2" LMFC (FLEXIBLE CONDUIT) WITH 6~2/0 KCML & 1~SHIELDED CAT 5 FOR ALARM(PER MANUFACTURER SPECIFICATIONS).Ø2" RGC, TRANSITION TO Ø2" LMFC AT OVP CONNECTION FOR HYBRID CABLE.Ø1" RGC WITH 3~#12 AWG & 1~12 AWG E.G. FOR GFCI & LIGHT.Ø1" RGC WITH 3~#12 AWG & 1~12 AWG E.G. FOR LIGHT.(2) Ø2" PVC SCH. 40 CONDUIT WITH INNERDUCT & 3/4" MULE TAPE TO HAND HOLE.Ø2" RGC, TRANSITION TO Ø2" LMFC AT EACH EQUIPMENT CONNECTION FOROPTICAL FIBER.491010ABCDEFGHIJKLMDE11I21HGMFBL457311118812456789ABHK11CDJFMGIEL8123489HIJK11MG8BFJCGC IS TO ENSURE STUB-UPLOCATIONS IN GENERATOR PAD AREPER GENERATOR MANUFACTURER'SREQUIREMENTS.FAULT 1FAULT 2FAULT 3PANEL SCHEDULEVERIZON METER &DISC. LOCATED ONHEMPHILL'SUTILITY RACKNOTE: SCH40 PVC FOR ALL UNDERGROUND CONDUIT RUNS.SCH80 PVC FOR HIGH TRAFFIC AREAS AND ELBOWS AT STUB UP LOCATIONS.RGC CONDUIT REQUIRED FOR ABOVE GROUND CONDUITS.Page 28 of 33
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