HomeMy WebLinkAboutProposed Resolution - 3/12/20261
SALT LAKE CITY COMMUNITY REINVESTMENT AGENCY
RESOLUTION NO__________
Approving the Sugar House Streetcar Extension Interlocal Agreement
RESOLUTION OF THE BOARD OF DIRECTORS OF THE SALT LAKE CITY COMMUNITY
REINVESTMENT AGENCY APPROVING THE SUGAR HOUSE STREETCAR EXTENSION
INTERLOCAL AGREEMENT BETWEEN SALT LAKE CITY, THE SALT LAKE CITY
COMMUNITY REINVESTMENT AGENCY, AND THE UTAH TRANSIT AUTHORITY
WHEREAS, the Utah Transit Authority (UTA) owns and operates the Sugar House
Streetcar (S-Line), which is a public transportation modern trolly line that runs easterly from
UTA’s North/South TRAX light rail corridor for approximately two miles through South Salt
Lake City and Salt Lake City at approximately 2200 South; and
WHEREAS, Salt Lake City (City) signed an Interlocal Agreement regarding the initial
development of the S-Line, dated December 13, 2011, for the construction and operation of the
S-Line in the City, and signed an additional Interlocal Agreement regarding the S-Line Corridor
Management, dated December 8, 2013, outlining management policies and providing for
reciprocal license agreements for the use of certain City-owned property for the project and use
of certain UTA-owned property by the City; and
WHEREAS, UTA is engaged in a project to design, construct, and operate the S-Line
Extension that will extend the existing S-Line from McClelland Street parallel to Sugarmont
Drive going east towards Simpson Avenue and across Highland Drive to the Sugar House
Shopping Center in Salt Lake City; and
WHEREAS, to facilitate the expansion of public transportation in the City through the S-
Line Extension, the City and the Salt Lake Community Reinvestment Agency (CRA) desire to
permit UTA to use certain portions of the rights-of-way and property required for the S-Line
Extension without cost to UTA; and
WHEREAS, the City, CRA, and UTA desire to enter into an Interlocal Agreement to
define the parties’ roles and responsibilities with respect to the use of City and CRA property,
and the design, construction, operation, and maintenance of the S-Line Extension.
NOW, THEREFORE, BE IT RESOLVED by the Board of Directors of the
Salt Lake City Community Reinvestment Agency that the Sugar House Streetcar Extension
Interlocal Agreement, in the form attached to this resolution as Exhibit A, is hereby approved.
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Passed by the Board of Directors of the Salt Lake City Community Reinvestment Agency,
this _______ day of March, 2026.
________________________________
Dan Dugan, Chair
The Executive Director:
____ does not request reconsideration
____ requests reconsideration at the next regular Agency meeting.
________________________________
Erin Mendenhall, Executive Director
Attest:
________________________
City Recorder
[SEAL]
APPROVED AS TO FORM
Salt Lake City Attorney’s Office
Date: ___________________________
By: ____________________________
Allison Parks, Deputy City Attorney
March 9, 2026
/s/ Allison Parks
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Exhibit A
S-Line Streetcar Extension Interlocal Agreement Page 1 of 16
SUGAR HOUSE STREETCAR EXTENSION INTERLOCAL AGREEMENT
This Sugar House Streetcar Extension Interlocal Agreement (the “Agreement”) is entered into as
the day this Agreement is executed by both Parties (the “Execution Date”), by and between the UTAH
TRANSIT AUTHORITY, a large public transit district organized pursuant to the laws of the State of Utah
(hereinafter “UTA”), SALT LAKE CITY COMMUNITY REINVESTMENT AGENCY, a Utah political
subdivision (hereinafter “CRA”), and SALT LAKE CITY CORPORATION, a Utah municipality and
political subdivision (hereinafter “City” ), each a “Party” and collectively the “Parties.”
RECITALS
WHEREAS, City, CRA, and UTA are public agencies as defined by the Interlocal Cooperation Act, Utah
Code Section 11-13-101 et seq., and as such, may enter into an agreement with one another to provide services
that they are each authorized by statute to provide; and
WHEREAS, the City owns and has jurisdiction over a network of streets within its municipal
boundaries; and
WHEREAS, UTA owns and operates the Sugar House Streetcar in the rail corridor known as the
“Sugar House Spur,” which runs easterly from UTA’s North/South TRAX light rail corridor for
approximately two miles through South Salt Lake City (“SSL”) and Salt Lake City at approximately 2200
South; and
WHEREAS, SSL is not a party to this Agreement as the limits of construction are outside of their
city limits; and
WHEREAS, UTA is engaged in a project to design, construct, and operate the S-Line Streetcar
Extension that will extend from McClelland Street parallel to Sugarmont Drive going east towards
Simpson Avenue and across Highland Drive to the Sugar House Shopping Center in Salt Lake City (the
“Project” or the “S-Line Streetcar Extension”), serving Salt Lake City; and
WHEREAS, the CRA currently owns property under a portion of the Project, but, shortly after
the execution of this Agreement, intends to convey the impacted property to the City; and
WHEREAS, a portion of the Project will be constructed within certain public rights-of-way and/or
property owned by the City, as generally identified in “Exhibit A” (“Licensed Property Map”), and as more
specifically depicted in the S-Line Streetcar Extension alignment illustrations attached hereto as Exhibit
“B” (“Design Drawings”); and
WHEREAS, the S-Line Extension will contain an exclusive alignment between McClelland Street
Crossing and the intersection of 1100 East & Simpson Avenue, and then operate in mixed-traffic
conditions until and across Highland Drive, with a terminus at Sugar House Shopping Center on privately-
owned property (as depicted in Exhibit “A”); and
WHEREAS, the Parties have collaborated on this Project for several years; and
WHEREAS, UTA is the contracting party for the Project and has retained a progressive design-
build contractor for the nearly-completed design and construction of the Project; and
S-Line Streetcar Extension Interlocal Agreement Page 2 of 16
WHEREAS, UTA will cause the Project to be designed and constructed, at a minimum, in
accordance with UTA’s Design Criteria Manual of standards and requirements, and, where applicable, in
accordance with the Manual of Standard Specifications and Standard Plans, as published by the Utah
Chapter of APWA, and the City Public Utilities Department Performance Specifications and Design
Criteria for culinary water, sanitary sewer and storm drain facilities, and the FHWA Manual of Uniform
Traffic Control Devices, and the Americans With Disabilities Act, and all applicable building codes, laws
and regulations; and
WHEREAS, the State has provided funding for the Project, and City has committed $395,000.00
towards the Project, and UTA will bear additional Project costs; and
WHEREAS, the City signed an Interlocal Agreement Regarding The Sugar House Streetcar
Project, dated December 13, 2011, for the construction and operation of the initial streetcar system along
the Sugar House Spur in Salt Lake City, and signed an additional Interlocal Agreement Regarding the Sugar
House Corridor Management, dated December 8, 2013, outlining management policies for the Streetcar Project
and providing for reciprocal license agreements for the use of certain City-owned property for the project and
use of certain UTA-owned property by the City (“Historic Agreements”); and
WHEREAS, pursuant to the Historic Agreements, the City desires to permit UTA to use the rights-
of-way and property required for the S-Line Streetcar Extension; and
WHERAS, UTA and the City desire to define the Parties’ roles and responsibilities with respect to
the design and construction of the Project and with respect to the operation and maintenance of the
completed S-Line Streetcar Extension.
AGREEMENT
NOW THEREFORE, based on the stated Recitals, which are incorporated herein by reference, and
for and in consideration of the mutual covenants and agreements hereinafter set forth, the mutual benefits
to the Parties to be derived here from, and for other valuable consideration, the receipt and sufficiency of
which the Parties acknowledge, it is hereby agreed as follows:
ARTICLE I
INCORPORATED TERMS AND DEFINITIONS
For purposes of this Agreement, the following definitions shall apply:
1.1 “City Facilities” means all City-owned surface, aerial, or subsurface public
improvements of any kind which are located on the City or CRA property, including, without limitation,
public utility facilities, water and sewer lines, gas lines, curbs and gutters, sidewalks, street paving, storm
drains, canals, trees and landscaping, traffic signals, streetlights, electrical wiring, controllers, poles and
related facilities, lighting facilities, and fire protection facilities.
1.2 “Communications Infrastructure” means UTA’s duct bank for fiber and other lines
necessary for the control of the track and station. This duct bank is located under the trackway, as shown in
Exhibit “B.”
1.3 “Foul Zone” means the area that is within ten (10’) feet of the center line of the S-Line
Streetcar Extension Trackway. When the S-Line Streetcar Extension Trackway crosses a signalized grade
crossing, the foul zone is reduced to four (4’) feet from the rail head, measured from the outer side of the
S-Line Streetcar Extension Interlocal Agreement Page 3 of 16
rail head that is facing away from the center of the tracks.
1.4 “Licensed Property” means the public right-of-way between the rail alignment curbs,
consisting of the McClelland Street Crossing, Exclusive Trackway, and Mixed-Flow segments as depicted
in Exhibits “A” and “B”. The Licensed Property includes any property owned by the CRA that CRA plans
to convey to the City.
1.5 “S-Line Streetcar Extension Trackway” means the sections of track and area within the
curb limits of the trackway to be constructed on or adjacent to Salt Lake City Streets as part of the Project.
1.6 “Salt Lake City Streets” means those public streets within the City’s municipal
boundaries that are not designated as State highways under Utah Code Ann. Title 72, Chapter 4. Until such
property is conveyed to the City, Salt Lake City Streets also means certain portions of CRA property under
the Licensed Property.
1.7 “Salt Lake City Street Improvements” means the land, roadway materials, curb, gutter,
sidewalks, traffic signal infrastructure and equipment and other improvements to be acquired, installed,
constructed, reconstructed, or relocated on Salt Lake City Streets as part of the Project, and which are
outside of the curb limits of the S-Line Streetcar Extension Trackway and are not considered UTA Facilities.
The Salt Lake City Street Improvements include relocated curb and gutter, relocated sidewalks, modified
roadway widths, added traffic signals and control devices for grade crossings, and other additional
appurtenances required for the Project.
1.8 “Party” and “Parties” means UTA or Salt Lake City, and UTA and Salt Lake City,
respectively.
1.9 “UTA Facilities” means the S-Line Streetcar Extension Trackway, appurtenant
improvements, and Communications Infrastructure serving the S-Line Streetcar Extension.
ARTICLE II
ALIGNMENT AND USE OF SALT LAKE CITY STREETS
2.1 The S-Line Streetcar Extension alignment is depicted on Exhibits “A” and “B” as attached
hereto and incorporated herein.
2.2 The City (and, as applicable, CRA) grants to UTA a license in, and authorizes UTA to use,
on a non-exclusive basis, the following portions of Salt Lake City Streets and land (collectively referred to
as the “Licensed Property”) for the use of UTA to construct, operate and maintain the Project in the City
right-of-way and property as depicted in the plans and maps attached as Exhibits “A” and “B”:
2.2.1 Such surface areas and air rights of City streets and property along the Project as
necessary for UTA to construct the trackwork, grade crossing, signals, Communication
Infrastructure, overhead contact system, and other appurtenances as necessary for the efficient
operation of the Project already occupied by existing or currently planned City streets or land.
UTA’s use of such property shall be strictly limited to the terms, conditions, limitations, and
restrictions contained herein.
S-Line Streetcar Extension Interlocal Agreement Page 4 of 16
2.2.2 Such subsurface areas of City streets and property along the Project alignment as are
necessary for UTA to install Communications Infrastructure such as duct banks, conduit, and fiber
as necessary for the efficient operation of the Project, but not to include such subsurface areas that
are already occupied by existing or currently planned utilities or other subsurface areas where the
location of the Project’s Communications Infrastructure would have an unreasonable negative
impact on existing or currently planned utilities.
2.2.3 Whenever the City undertakes or approves the planned maintenance or
construction of any facility owned, maintained, or operated by the City (including without
limitation, installation of traffic signals, streetlights, sidewalks and pedestrian amenities where the
improvement is so constructed or shall become a public facility owned, maintained, or operated
by the City) and such maintenance or construction impacts the Project, the City shall:
(a) Provide notice of such maintenance or construction to UTA at least one hundred
and twenty (120) days prior to the commencement of such work; and
(b) Provide UTA with copies of pertinent portions of the plans and specifications for
any street improvement project so that UTA may consider and comment on such
improvement project in regard to impacts on the S-Line.
(c) No later than thirty (30) days after receipt of such notice and such plans and
specifications, UTA shall complete its review of such facilities at no charge or expense to
the City so as to accommodate such maintenance or construction at least thirty (30) days
prior to commencement of such work.
(d) If any relocation of UTA’s Communication Infrastructure is required, UTA may,
within forty-five (45) days after receipt of written notice requesting such relocation, submit
to the City written alternatives to such relocation. Upon receipt, the City shall evaluate
such alternatives and shall advise UTA in writing if one or more of the proposed
alternatives are suitable to accommodate the work which would otherwise necessitate
relocation of UTA’s Communication Infrastructure. UTA agrees not to relocate
Communication Infrastructure outside of the S-Line Streetcar Extension Trackway. In the
event that the City is satisfied that there is no reasonable alternative, UTA shall relocate
its Communication Infrastructure as otherwise provided in this Section. The City’s
determination shall be conclusive and not subject to any review, provided the City has
acted in a non-discriminatory, non- arbitrary manner.
(e) If the City requires the relocation (temporary or permanent) of UTA’s
Communication Infrastructure for the purpose of repairing, maintaining, or constructing
any City Facility, UTA shall make such relocation and be responsible for all costs of such
relocation. UTA may propose alternatives to such relocation to the same extent and
subject to the same limitations as set forth in this Section.
(f) Notwithstanding the foregoing, in the event of an emergency requiring
immediate attention or access by the City to City Facilities or City Occupied Property,
the City shall not be obligated to provide UTA prior notice, plans, or specifications as
required in this Section. The City will notify UTA of any emergency work as early as
practicable. In the event of such an emergency and upon request by the City, UTA agrees
to stop S-Line operations at a location prior to the emergency area to prevent any
S-Line Streetcar Extension Interlocal Agreement Page 5 of 16
conflicts between S-Line operations and the emergency situation.
2.3 UTA accepts the Licensed Property “as-is” and hereby acknowledges that City has made
no representation or warranty whatsoever with respect to the condition of the Licensed Property or fitness
for a particular purpose, including but not limited to title matters inconsistent with use of the Licensed
Property. As a provision of the Agreement, the City shall have the right to review and approve relevant
Project deliverables and improvements that will be the responsibility of the City to operate and maintain as
part of the Project. Should UTA fail to provide the City the right to review and approve relevant Project
deliverables, the City has the right to refuse to accept the responsibility to operate and maintain such
improvements. Such Project deliverables and improvements include UTA’s construction of a sidewalk
adjacent to the Licensed Property during construction of the Project, which will be maintained by City and
reconstructed by City to meet City standards. Upon satisfactory completion of the Project, the City shall
accept such improvements that the City approved.
2.4 The final, precise locations and boundaries of the Licensed Property, City Facilities, and
UTA Facilities shall be subject to change until delivery and acceptance of the final civil Design Drawings
by both Parties. Because the Project is primarily a betterment for the benefit of public use and furthers
specific goals and objectives set forth in the various City plans and official documents, and because UTA
shall, at its own expense, operate, maintain, repair, and restore the Licensed Property, including paying all
utilities and expenses associated with operation of the S-Line Streetcar Extension, the benefits to the City
under this Agreement are adequate to provide fair and adequate consideration for use of the Licensed
Property, without further compensation from UTA.
2.5 The City shall contribute $375,000.00 towards Project costs to be used for reconstructing
Simpson Ave including all associated paving, sidewalk improvements, landscaping, and utility work, and
up to an additional $20,000 for the replacement of a water meter servicing Fairmont Park.
2.6 The City shall own the Salt Lake City Street Improvements and will have no ownership
interest in the UTA Facilities.
2.7 The Parties do not intend that UTA be deemed a “tenant” pursuant to Utah Code Ann. §
78B-6-801 et seq. Rather, the Parties intend that the Parties’ rights and remedies under this Agreement be
determined solely by the express terms of this Agreement.
ARTICLE III
TERM
3.1 This Agreement is executed with the anticipation that UTA and the City will be able to
fund the project with local funding, sufficient to complete the Project.
3.2 The rights set forth above are for an initial term concluding on December 31, 2060. The
term may automatically renew for an additional term of twenty-five (25) years unless either Party provides
notice at least one hundred and eighty (180) days prior to the expiration of the initial term that it does not
intend to renew the Agreement. Because the forecasted use of the S-Line Streetcar Extension is expected
to exceed the initial term and subsequent renewals thereof, the Parties agree to cooperate in seeking from
the City’s governing body an extended term, reserving unto the City full legislative discretion.
Notwithstanding the foregoing, City may not terminate this agreement so long as UTA is providing public
transit service for City residents on the Licensed Property.
S-Line Streetcar Extension Interlocal Agreement Page 6 of 16
3.3 Notwithstanding section 3.2, the City may terminate this Agreement prior to the expiration
of the initial term if (i) UTA permanently terminates or abandons transit service on the Licensed Property,
(ii) UTA does not provide transit service on the Licensed Property for a period of two (2) years, except
when due to a force majeure event and any time necessary to reconstruct UTA Facilities, or (iii) UTA
commits an uncured material, continuing breach of this Agreement.
3.4 Prior to terminating the Agreement for one of the reasons stated in section 3.3, the City shall
provide UTA with written notice of its intent to terminate and its basis for doing so. If UTA does not
recommence transit service or cure the breach, as applicable, within six (6) months from the delivery date
of the City’s notice to UTA, the rights granted in the Agreement will terminate.
3.5 Upon the expiration of this Agreement or earlier termination of the of this Agreement, all
UTA Facilities located on the Licensed Property shall, at the option of the City, be removed, and the
Licensed Property shall be restored to a condition consistent with the then current condition of adjoining
streets or other public facilities with respect to grade, appearance, quality, finish and type of construction,
at the sole cost and expense of UTA. Restoration shall be performed within ninety (90) days of such
expiration or termination, or such longer period as shall be required by the nature of the work and agreed
to by the City. If UTA fails to restore the Licensed Property, the City may perform such work after thirty
(30) days prior written notice to UTA, and UTA hereby agrees to pay all costs of the City in connection
with such work, including any collection costs and attorney's fees.
ARTICLE IV
OPERATION AND MAINTENANCE
4.1 UTA shall operate the S-Line Streetcar Extension and provide regular service to the general
public in accordance with applicable Federal and State law.
4.1.1 In further consideration of UTA’s use of the Licensed Property and as part of UTA’s
operation and maintenance responsibilities, UTA shall pay all expenses associated with maintaining
the Project in an operable condition and Licensed Property, including, but not limited to, gas,
electrical, water, sewer, recycling, and trash service.
4.1.2 In recognition of the safety concerns, the Parties intend that no part of the S-Line
Streetcar Extension or S-Line Streetcar Extension Trackway will be considered public forums.
4.1.3 Without the prior written approval of the City, no commercial advertising shall be
allowed on UTA Facilities except that advertising for the S-Line Streetcar Extension itself shall be
allowed to the extent it conforms to the Salt Lake City Code, subject to UTA approval of any
advertising thereupon.
4.1.4 UTA shall obtain all required City agreements, permits, and property rights before
proceeding with constructing the Project, performing any maintenance or improvement on or near
City Facilities or Licensed Property, including but not limited to public way permits, Transportation
permits, and Department of Public Utilities permits.
4.1.5 As part of the Project, traffic signal systems along the S-Line Streetcar Extension
S-Line Streetcar Extension Interlocal Agreement Page 7 of 16
alignment will be programmed to give priority to S-Line Streetcar Extension vehicles (except that
the highest priority will always be given to emergency vehicles) where the Parties deem
appropriate, with the intent of striking an appropriate balance between S-Line Streetcar Extension
efficiency and other local and regional traffic needs. The initial signal timing will be determined by
the Parties as part of the design process. Once the S-Line Streetcar Extension is operational, upon
the request of one Party, the Parties shall meet to assess system performance and discuss potential
adjustments to the traffic signal priority system. S-Line Extension vehicles traveling on City streets
shall be subject to all generally applicable traffic control ordinances and regulations. The Parties
agree to work together to attempt to implement a solution that meets each Party’s needs to the
greatest extent possible and to take advantage of technologies to improve system performance for
both the S-Line Streetcar Extension and general traffic.
4.1.6 UTA shall maintain, repair, and replace the Project and Licensed Property as
necessary to keep the Project in good operating condition at UTA’s expense. The Project shall be
maintained consistent with the Design Drawings and any other applicable law. UTA shall be
responsible for all routine maintenance and long-term maintenance of the UTA Facilities and other
storm drainage, facilities and in the Foul Zone. UTA shall keep the Licensed Property free of weeds,
garbage, graffiti, and unsightly or deleterious objects or structures. UTA shall be responsible for
the concrete associated with trackage and shall be maintained as a smooth, safe, and consistent
surface, free of depression or obstructions and consistent with the grade of the public streets and
the City shall be responsible for the road pavement. The City shall be responsible for all routine
maintenance and long-term maintenance of the City Facilities, including City streets, sidewalks,
trails, and pedestrian crossings of the S-Line Streetcar Extension Trackway outside of the Foul
Zone. Notwithstanding, the City will maintain the landscape buffer within the Foul Zone so long
as there is adequate separation in place to satisfy the applicable safety requirements and allow City
staff to work freely.
4.1.7 The City shall be responsible for snow removal on City Facilities including any
pedestrian crossing of the S-Line Streetcar Extension Trackway.
4.1.8 The City shall also be responsible for all routine and long-term maintenance of any
new landscaping installed in either the City Facilities or Salt Lake City Street Improvements,
including the landscape buffer and sidewalk to the north of the S-Line Extension alignment.
4.1.9 UTA shall repair any damage to or disturbance of the City Facilities, surface or
subsurface of the Licensed Property or other City streets that may become damaged or disturbed in
connection with the installation, maintenance, removal, operation, or replacement of the S-Line
Streetcar Extension. Any such maintenance within the S-Line Streetcar Extension System will be
coordinated between the Parties to minimize disruption to the S-Line Streetcar Extension, other
traffic, and public utilities. Should any repair or maintenance work impact the City-owned canal
under Highland Drive, UTA shall not schedule or conduct any repair or maintenance work without
first obtaining written approval from the City’s Department of Public Utilities. Prior to UTA’s
performance of any maintenance or repair work, UTA will obtain any permits required by the City
in connection with such work including a permit to work in the right of way, and shall abide by the
reasonable requirements thereof. Any work impacting the City’s canal is limited to a seasonal
S-Line Streetcar Extension Interlocal Agreement Page 8 of 16
window from October 15th and March 1st.
4.1.10 In the event that City requires access to City Facilities for maintenance, repair,
upgrades, or other work on City Facilities, UTA shall cooperate with City to ensure City has full
access to the City Facilities. UTA agrees to prioritize City maintenance, repair, upgrades and other
work during the City’s preferred business hours of Monday through Friday from 7:00 AM to 5:00
PM. To the extent any UTA facilities or structures must be modified, relocated, or removed to
permit City access or to accommodate modifications to such City Facilities, UTA shall cooperate
with City to make such modifications at UTA’s cost.
4.1.11 The Parties shall in good faith endeavor to conduct their maintenance, repair,
replacement and other activities in a manner that will avoid disruption to other Parties' activities
whenever possible. By way of example, the City shall coordinate with UTA regarding maintenance
work on the City Streets, and may agree to perform such work when the Project is not operating, in
order to avoid disruption. Conversely, UTA shall coordinate with the City when performing
maintenance work on the Project within the City Streets, and may agree to perform such work in
off-peak traffic times to minimize disruptions to residents, businesses, and other traffic. In cases of
emergency or exigent circumstances, the Party effecting the repair shall immediately notify and
cooperate with the other party
4.1.12 To coordinate maintenance responsibilities, the Parties shall exchange routine and
emergency contact information and keep such information current on “Exhibit “C”, which exhibit
is intended by the Parties to be a living document to be updated periodically (“Exhibit C” is attached
hereto and hereby incorporated into and made a part of this Agreement by reference).
4.2 UTA acknowledges the existence of public and private utility facilities under the S-Line
Streetcar Extension. The City reserves the right to enter the S-Line Streetcar Extension, and authorize other
utility owners to do the same, as and when reasonably necessary to inspect, maintain, repair, or replace
facilities located on, under, or adjacent to the S-Line Streetcar Extension. The City shall coordinate such
work with UTA in advance, in accordance with the terms of this Agreement, in order to ensure safety and
to minimize disruption of S-Line Streetcar Extension operations and agrees wherever possible to perform
such work when the Project is not operating, in order to avoid disruption.
4.2.1 The City may grant additional franchises and permits in the future for utility facilities
under or over the S-Line Streetcar Extension, so long as such facilities do not unreasonably interfere
with operations of the S-Line Streetcar Extension. The City shall notify UTA of (i) any requests for
new crossings of the S-Line Streetcar Extension, and (ii) any applications for street cuts or work
permits near the S-Line Streetcar Extension. City permits over, under, across, or parallel to the S-
Line Streetcar Extension shall require a Right-of-Entry Agreement and TRAX Access Permits from
UTA prior to construction or maintenance of said utilities. UTA shall have four (4) weeks to review
and object to such requests or applications prior to work commencing. The Parties shall cooperate to
minimize disruption to S-Line Streetcar Extension service caused by the granting of any new
permits for new utility facilities.
4.3 UTA has selected and engaged a qualified firm to design and construct the S-Line Streetcar
Extension.
S-Line Streetcar Extension Interlocal Agreement Page 9 of 16
4.3.1 All construction within the City streets, but outside of the S-Line Extension
Trackway, shall comply with the City’s currently adopted engineering standards.
4.3.2 Throughout the construction process, the City will have continuous access to the
Project site to monitor Project construction and to ensure the construction meets applicable City
specifications and is performed in accordance with the final design documents.
4.4 Except for where the bollards and chain provide a necessary buffer, including the landscape
buffer, sidewalk to the north of the S-Line Extension alignment discussed herein, and adjacent utilities
managed by the City, the City shall obtain a Roadway Worker Protection permit from UTA, and a Right of
Entry license, if performing work within ten (10) feet of centerline of track, or within ten (10) feet of the
catenary lines.
ARTICLE V
WARRANTIES &
INDEMNITY
5.1 UTA agrees to warrant the materials and workmanship of the Project for a minimum of one
(1) year. If the Project includes work on the City canal under Highland Drive, the warranty is required to
cover two full, operating irrigation seasons. The warranty period shall commence upon the acceptance of
the City Facilities in writing by City Engineer. UTA’s responsibility under its warranty is limited to repair
or replacement of the defective condition, materials, or workmanship of the Project. The City will be
beneficiary of such warranty, and each Party shall bear its own legal costs and fees incurred while enforcing
such warranty. UTA will respond to any warranty request from the City within 48 hours, providing a
corrective work plan to protect the Canal, if necessary.
5.2 UTA shall use the Licensed Property at its own risk and agrees to indemnify, defend, and
hold harmless the City, CRA and their respective officers, officials, employees, and representatives for,
from, and against all liabilities, claims, damages, losses, suits, judgments, causes of action and costs
(including court costs and attorneys’ fees,) of any nature, kind or description (“Losses”) resulting from or by
reason of UTA’s use of the Licensed Property or any activities conducted thereon, including, but not limited
to: (a) negligence or fault on the part of UTA or any employees, officials, agents or contractors of UTA
related to the design, construction, maintenance or other work performed by or on behalf of UTA on the S-
Line Streetcar Extension within the Licensed Property; (b) negligence or fault on the part of UTA or any
employees, officials, agents, or contractors of UTA in the use or operation of the S-Line Streetcar Extension
within the Licensed Property; or (c) UTA’s breach of any provision of this Agreement. In the event any
Losses are caused by the joint or concurrent negligence of UTA and the City, UTA shall indemnify the City
only in proportion to UTA’s own negligence and/or fault. Likewise, the City agrees to indemnify, defend,
and hold harmless UTA and UTA’s officers, officials, employees, and representatives for, from, and against
all liabilities, claims, damages, losses, suits, judgments, causes of action and costs (including court costs
and attorneys’ fees,), of any nature, kind or description (“UTA Losses”) resulting from negligence or fault
on the part of the City or any or its employees, officials, or agents related to its involvement with the Project.
In the event any UTA Losses are caused by the joint or concurrent negligence of UTA and the City, the
City shall indemnify UTA only in proportion to the City’s own negligence. This Section shall survive
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expiration or earlier termination of this Agreement.
5.3 Governmental Immunity: UTA, City, and CRA are governmental entities under the
Governmental Immunity Act of Utah, Section 63G-7-101 et seq. 1953 of the Utah Code (as amended) (the
“Governmental Immunity Act”). Notwithstanding any provision to the contrary in this Agreement, (i) the
obligations to indemnify, defend and/or hold harmless in this Agreement are limited to the dollar amounts
set forth in the Governmental Immunity Act and are further limited only to the claims that arise from the
negligent acts or omissions or fault of the parties, and (ii) nothing in this Agreement shall be construed to be
a waiver of any Party of any defenses or limits of liability available under the Government Immunity Act.
ARTICLE VI
ENTIRE AGREEMENT – COUNTERPARTS
6.1 This Agreement shall constitute the entire agreement and understanding of the Parties with
respect to the subject matter hereof, and shall supersede all offers, negotiations and other agreements with respect
thereto. Any amendment to this Agreement must be in writing and executed by the authorized representatives
of each Party. This Agreement may be executed in any number of counterparts and by each of the Parties
hereto on separate counterparts, each of which when so executed and delivered shall be an original, but all
such counterparts shall together constitute but one and the same instrument. Any signature page of this
Agreement may be detached from any counterpart and reattached to any other counterpart hereof. The
facsimile transmission of a signed original of this Agreement or any counterpart hereof and the
retransmission of any signed facsimile transmission hereof shall be the same as delivery of an original. To
facilitate execution of this Agreement, the Parties may execute and exchange and sign this agreement
through electronic or digital signatures, electronic mail or mailed counterparts of the signature pages, which
shall be valid, binding and admissible as though original.
6.2 This Agreement is binding upon all of the assigns, grantees and successors in interest to
each of the Parties and shall remain in full force and effect until amended as provided herein.
ARTICLE VII
FORUM SELECTION AND CHOICE OF LAW
7.1 This Agreement shall be construed and interpreted under the laws of the State of Utah and
the Parties agree that any action or proceeding brought concerning this Agreement may be brought only in
the courts of Salt Lake County, Utah, and each Party hereto hereby consents to the jurisdiction of such
courts.
ARTICLE VIII
NONWAIVER
8.1 No covenant or condition of this Agreement may be waived by any Party, unless done so in
writing, clearly stating such waiver. Forbearance or indulgence by any party in any regard whatsoever shall
not constitute a waiver of the covenants or conditions to be performed by the other.
ARTICLE IX
S-Line Streetcar Extension Interlocal Agreement Page 11 of 16
SEVERABILITY
9.1 This Agreement is executed by the Parties under current interpretation of any and all applicable
federal, state, county, municipal, or other local statutes, ordinances, or laws. Furthermore, each and every
separate division hereof shall have independent and severable status from each other division, or combination
thereof, for the determination of legality, so that if any separate division herein is determined to be
unconstitutional, illegal, violative of trade or commerce, in contravention of public policy, void, invalid or
unenforceable for any reason, that separate division shall be treated as a nullity but such holding or
determination shall have no effect upon the validity or enforceability of each and every other division, or other
combination thereof.
ARTICLE X
RECORDATION OF MEMORANDUM
10.1 The Parties agree that City may record a memorandum of this Agreement against City’s title
in the Official Records of the Salt Lake County Recorder’s Office. Such memorandum will be terminated
upon expiration or earlier termination of this Agreement.
ARTICLE XI DEFAULT
11.1 The failure to perform any provision of this Agreement by any Party, if such failure is not
cured within thirty (30) days after written notice specifying such failure has been given to the non-performing
party by the other party, shall constitute a default by the non-performing party. Provided, if a default cannot
reasonably be cured within said thirty (30) day period, the non-performing party shall not be in default of this
Agreement if it commences to cure the default within the thirty (30) day period, and diligently and in good
faith continues thereafter to cure the default.
11.2 Upon the occurrence of any of the aforesaid events of default, the non-defaulting party shall
have the option to pursue any remedy provided by law. Pursuit of any remedy hereunder shall not preclude
pursuit of any other remedy, nor shall pursuit of any remedy constitute a forfeiture or waiver of any of the
damages accruing to the non-defaulting party by reason of the violation of any of the terms, provisions and
covenants herein contained. The specific remedies to which the non-defaulting party may resort under the
terms of this Agreement are cumulative and are not intended to be exclusive of any other remedies or means
of redress to which the non-defaulting party may be lawfully entitled in case of any breach or threatened
breach of any provision of this Agreement by the other party and may include termination of the Agreement
consistent with Section 3. The failure of the non-defaulting party to insist in any one or more cases upon the
strict performance of any of the covenants of this Agreement or to exercise any option herein contained shall
not be construed as a waiver or relinquishment for the future of such covenant or option. A receipt by the
non-defaulting party of any money payment with knowledge of the breach of any covenant or agreement
hereof shall not be deemed a waiver of such breach. In addition to the other remedies provided in this
Agreement, the non-defaulting party shall be entitled to restrain by injunction the violation or attempted or
threatened violation by the defaulting party of any of the covenants, conditions or provisions of this
Agreement or to a decree compelling specific performance of any of such covenants, conditions or
provisions.
ARTICLE XII
S-Line Streetcar Extension Interlocal Agreement Page 12 of 16
INTERLOCAL PROVISIONS
12.1 In satisfaction of the Interlocal Cooperation Act and in connection with this Agreement, the Parties
agree as follows:
a. This Agreement shall be approved by each Party pursuant to § 11-13-202.5;
b. This Agreement shall be reviewed as to the proper form and compliance with applicable
law by an authorized attorney on behalf of each Party pursuant to § 11-13-202.5;
c. An executed original counterpart shall be filed with the keeper of records for each Party
pursuant to § 11-13-209;
d. The term of this Agreement does not exceed fifty (50) years pursuant to § 11-13-216 of
the Interlocal Act;
e. No separate legal entity is created by the terms of this Agreement. No real or personal
property shall be acquired jointly by the Parties as a result of this Agreement. To the
extent that a Party acquires, holds, or disposes of any real or personal property for use in
the joint or cooperative undertaking contemplated by this Agreement, such Party shall do
so in the same manner that it deals with other property of such Party; and
f. Except as otherwise specifically provided herein, each Party shall be responsible for its
own costs of any action taken pursuant to this Agreement, and for any financing of such
costs.
IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be executed as of the
date this Agreement is signed by both Parties.
APPROVED AS TO FORM:
By:
Tim Merrill
Assistant Attorney General
ATTEST AND COUNTERSIGN:
UTAH TRANSIT AUTHORITY
By:
Jay Fox
Executive Director
By:
Jon Larsen
Chief of Capital Services
By:
Acting Director of Capital Design & Construction
S-Line Streetcar Extension Interlocal Agreement Page 13 of 16
SALT LAKE CITY CORPORATION
By: By:
City Recorder Erin Mendenhall
Mayor
APPROVED AS TO FORM
By:
Allison Parks
Deputy City Attorney
SALT LAKE CITY COMMUNITY
REINVESTMENT AGENCY
By: By:
City Recorder Erin Mendenhall
Executive Director
APPROVED AS TO FORM
By:
Jennifer Huntsman
S-Line Streetcar Extension Interlocal Agreement Page 14 of 16
EXHIBIT A – Licensed Property Map
STOP
STOP
STOP
STOP
L
201+80
202+00
203+00
204+00
205+00
206+0
0
203+00
204+00
205+00
206+0
0
S
M
C
C
L
E
L
L
A
N
D
S
T
R
E
E
T
SUGARMO
N
T
D
R
I
V
E
SIMPSO
N
A
V
E
SUGARMO
N
T
D
R
I
V
E
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-R-8-001.dwg
24-03849
Sheet No.
3/
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4
0
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n
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\
2
5
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k
\
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a
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S-LINE EXTENSION PROJECT
R8001
SITE PLAN
WB STA 201+80.27 TO WB STA 206+50
S. JOSHI
S.JOSHI
F. NANNENGA
F. NANNENGA
1" = 20'
03-12-26
MA
T
C
H
L
I
N
E
:
S
T
A
2
0
6
+
5
0
SE
E
D
W
G
R
8
0
0
1
WB TRACK ℄
EB TRACK ℄
PROPOSED UTA RAIL
ALIGNMENT
EXISTING
PROPERTY LINE
EXISTING ROW
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
EXISTING RIGHT-OF-WAY
EXISTING SIDEWALK
EXISTING CURB AND GUTTER
PROPOSED UTA RAIL ALIGNMENT
PROPOSED UTA RAIL
ALIGNMENT
EXISTING ROW
SIMPSON
A
V
E
SIMP
S
O
N
A
V
E
S 1
1
0
0
E
A
S
T
S
T
R
E
E
T
SUGA
R
M
O
N
T
D
R
I
V
E
L
L
L
207+00
208+00
209+00
210+0
0
211+
0
0
207+00
208+00
209+00
210+0
0
211+
0
0
212+00
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-R-8-002.dwg
24-03849
Sheet No.
3/
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S-LINE EXTENSION PROJECT
SL-C-R-8-002.dwg
MA
T
C
H
L
I
N
E
:
S
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A
2
0
6
+
5
0
SE
E
D
W
G
R
8
0
0
1
R8002
SITE PLAN
WB STA 206+50 TO WB STA 211+50
S. JOSHI
S.JOSHI
F. NANNENGA
F. NANNENGA
1" = 20'
03-12-26
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
MA
T
C
H
L
I
N
E
:
S
T
A
2
1
1
+
5
0
SE
E
D
W
G
R
8
0
0
3
WB TRACK ℄
EB TRACK ℄
PROPOSED UTA
RAIL ALIGNMENT
PROPOSED UTA RAIL
ALIGNMENT
PROPOSED UTA RAIL
ALIGNMENT
PROPERTY LINE
EXISTING RIGHT-OF-WAY
EXISTING SIDEWALK
EXISTING CURB AND GUTTER
EXISTING ROW
PROPOSED UTA RAIL ALIGNMENT
EXISTING
ROW
STOP
212+00
213+00 214+00 215+00
212+00
213+00 214+00 215+00
HIG
H
L
A
N
D
D
R
I
V
E
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-R-8-003.dwg
24-03849
Sheet No.
3/
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9
7
1
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a
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p
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f
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\
4
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\
2
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S-LINE EXTENSION PROJECT
SL-C-R-8-003.dwg
MA
T
C
H
L
I
N
E
:
S
T
A
2
1
1
+
5
0
SE
E
D
W
G
R
8
0
0
2
R8003
SITE PLAN
WB STA 211+50 TO WB STA 215+84.18
S. JOSHI
S.JOSHI
F. NANNENGA
F. NANNENGA
1" = 20'
03-12-26
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
EB TRACK ℄
WB TRACK ℄
PROPOSED UTA RAIL
ALIGNMENT
EXISTING CURB & GUTTER
EXISTING RIGHT-OF-WAY
EXISTING SIDEWALK
EXISTING CURB AND GUTTER
EXISTING ROW
PROPOSED UTA RAIL ALIGNMENT
PROPOSED UTA RAIL
ALIGNMENTPROPOSED UTA RAIL
ALIGNMENT
S-Line Streetcar Extension Interlocal Agreement Page 15 of 16
EXHIBIT B – Design Drawings
S-LINE EXTENSION PROJECT
JANUARY 16, 2026UTA CONTRACT NO. 24-03849
100% DESIGN SUBMITTAL - CIVIL PACKAGE
SIMPSON AVE
HIG
H
L
A
N
D
D
R
PROJECT LOCATION
SUGARMONT DR
SUGARMONT DR SUGARMONT DR SUGARMONT DR SUGARMONT DR
SUGARMONT DR
E SIMPSON AVE E SIMPSON AVE
S
M
c
C
L
E
L
L
A
N
D
S
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S
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C
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A
N
D
S
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S
M
c
C
L
E
L
L
A
N
D
S
T
ELM AVEELM AVEELM AVE
WILMINGTON AVE WILMINGTON AVE WILMINGTON AVE WILMINGTON AVE
SIM
P
S
O
N
A
V
E
SIMP
S
O
N
A
V
E
S
1
1
0
0
E
ASHTON AVE AVE
ASHTON
HIG
H
L
A
N
D
D
R
HIG
H
L
A
N
D
D
R
HIG
H
L
A
N
D
D
R
HIG
H
L
A
N
D
D
R
SUGAR HOUSE
STATION
FAIRMONT
STATION
S
1
1
0
0
E
LI
N
C
O
L
N
S
T
LI
N
C
O
L
N
S
T
SIMPSON AVE SIMPSON AVE SIMPSON AVE
SIMPSON AVE SIMPSON AVE
HIDDEN HOLLOW
FAIRMONT PARK
FAIRMONT PARK
POND
S 1300 E
S
1
3
0
0
E
EL
I
Z
A
B
E
T
H
S
T
STRINGHAM AVE STRINGHAM AVE
AS
H
T
O
N
A
V
E
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-G-0-000.dwg
24-03849
Sheet No.
1/
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GENERAL
S-LINE EXTENSION PROJECT
SL-C-G-0-000.dwg
G0000
COVER SHEET
S. JOSHI
S. JOSHI
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
SHARED USE TRACK
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-G-0-001.dwg
24-03849
Sheet No.
1/
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GENERAL
S-LINE EXTENSION PROJECT
SL-C-G-0-001.dwg
G0001
INDEX OF DRAWINGS
SHEET 1 OF 3
T. COVEYOU
T. COVEYOU
D. TREADWELL
A. DIGIROLAMO
NTS
01-16-26
GENERAL
G0000 COVER SHEET
G0001 INDEX OF DRAWINGS SHEET 1 OF 3
G0002 INDEX OF DRAWINGS SHEET 2 OF 3
G0003 INDEX OF DRAWINGS SHEET 3 OF 3
G0010 STANDARD ABBREVIATIONS SHEET 1 OF 2
G0011 STANDARD ABBREVIATIONS SHEET 2 OF 2
G0012 STANDARD SYMBOLS
G0013 GENERAL NOTES
K0001 TRACK KEY MAP
R0201 SURVEY CONTROL DATA
TRACK TYPICAL SECTIONS
K4201 TRACK TYPICAL SECTIONS SHEET 1 OF 4
K4202 TRACK TYPICAL SECTIONS SHEET 2 OF 4
K4203 TRACK TYPICAL SECTIONS SHEET 3 OF 4
K4204 TRACK TYPICAL SECTIONS SHEET 4 OF 4
TRACK ALIGNMENT DATA
K6201 HORIZONTAL ALIGNMENT DATA
TRACK PLAN AND PROFILE
K1201 TRACK PLAN AND PROFILE WB STA 201+80.27 TO WB STA 206+50
K1202 TRACK PLAN AND PROFILE WB STA 206+50 TO WB STA 211+50
K1203 TRACK PLAN AND PROFILE WB STA 211+50 TO WB STA 215+84.18
TRACK & ROADWAY CROSS SECTIONS
K5201 TRACK CROSS SECTIONS WB STA 201+80.27 TO WB STA 204+50
K5202 TRACK CROSS SECTIONS WB STA 205+00 TO WB STA 206+50
K5203 TRACK CROSS SECTIONS WB STA 207+00 TO WB STA 208+50
K5204 TRACK CROSS SECTIONS WB STA 209+00 TO WB STA 210+50
K5205 TRACK CROSS SECTIONS WB STA 211+00 TO WB STA 212+50
K5206 TRACK CROSS SECTIONS WB STA 213+00 TO WB STA 214+50
K5207 TRACK CROSS SECTIONS WB STA 215+00 TO WB STA 215+84
TRACK CHART
K7001 TRACK CHART WB STA 202+92.17 TO WB STA 215+84.18
TRACKWORK STANDARD DRAWINGS
K3001 TRACKWORK RAIL LUBRICATOR
K3002 TRACKWORK TRACK SLAB TYPICAL SECTION
K3003 TRACKWORK TRACK SLAB DETAILS
K3004 TRACKWORK MISC DETAILS
K3005 TRACKWORK SIGNAL TRACK CONNECTION BOX
K3006 TRACKWORK STREETCAR DYNAMIC ENVELOPE AND LOADING DIAGRAM
K3007 TRACKWORK MISC. EMBEDDED TRACK SECTIONS AND DETAILS
K3008 TRACKWORK 6" INFILL SLAB DETAILS
K3009 TRACKWORK TRACK DRAINAGE DETAILS
K3010 TRACKWORK TRACK CONNECTION BOX
K3011 TRACKWORK DRAINAGE CATCH BASIN
K3012 TRACKWORK TRACK DRAIN ARRAY AND PLATFORM DRAIN DETAILS
K3013 TRACKWORK INSULATED JOINT DETAILS
K3014 TRACKWORK NO. 6 DOUBLE CROSSOVER RAIL LAYOUT
K3015 TRACKWORK NO. 6 DOUBLE CROSSOVER GEOMETRY AND LAYOUT 23'-0" TRACK CENTERS
K3016 TRACKWORK NO. 6 DIRECT FIXATION DOUBLE CROSSOVER LAYOUT
K3017 TRACKWORK NO. 6 DIRECT FIXATION DOUBLE CROSSOVER BLOCKOUT DETAILS
K3018 TRACKWORK SPECIAL TRACKWORK M-23A SWITCH MACHINE LAYOUT
K3019 TRACKWORK DF FASTENER DETAIL AND SECTION
K3020 TRACKWORK DIRECT FIXATION ON SLAB DETAILS
DEMOLITION PLANS
C4001 DEMOLITION PLAN WB STA 201+80.27 TO WB STA 206+50
C4002 DEMOLITION PLAN WB STA 206+50 TO WB STA 211+50
C4003 DEMOLITION PLAN WB STA 211+50 TO WB STA 215+84.18
CIVIL AND ROADWAY DETAILS
C1001 SIMPSON PLAN AND PROFILE STA 100+00 TO STA 104+00
C1002 SIMPSON PLAN AND PROFILE STA 104+00 TO STA 108+00
C1003 SIMPSON PLAN AND PROFILE STA 108+00 TO STA 111+00
C1004 McCLELLAND ST PLAN AND PROFILE STA 10+00 TO STA 10+88
C1005 S 11TH E PLAN AND PROFILE STA 10+00 TO STA 11+00
C1006 HIGHLAND DR PLAN AND PROFILE STA 10+00 TO STA 11+63
C1007 EMERGENCY DRIVEWAY PLAN AND PROFILE STA 0+00 TO STA 1+50
C1101 SIMPSON CURB AND GUTTER PLAN AND PROFILE STA 0+00 TO STA 3+50
C1102 SIMPSON CURB AND GUTTER PLAN AND PROFILE STA 3+50 TO STA 7+00
C1103 SIMPSON CURB AND GUTTER PLAN AND PROFILE STA 7+00 TO STA 9+00
C1104 McCLELLAND ST NW CURB AND GUTTER PLAN AND PROFILE STA 0+00 TO STA 1+00
C1105 McCLELLAND ST NE CURB AND GUTTER PLAN AND PROFILE STA 0+00 TO STA 1+00
C1106 S 11TH E SW CURB AND GUTTER PLAN AND PROFILE STA 0+00 TO STA 1+00
C1107 S 11TH E SE CURB & GUTTER PLAN AND PROFILE STA 0+00 TO STA 1+00
C1108 HIGHLAND SE CURB AND GUTTER PLAN AND PROFILE STA 0+00 TO STA 4+50
C1109 PARKING LOT CURB AND GUTTER PLAN AND PROFILE STA 0+00 TO STA 3+50
C1201 SIMPSON SIDEWALK PLAN AND PROFILE STA 50+12 TO STA 54+00
C1202 SIMPSON SIDEWALK PLAN AND PROFILE STA 54+00 TO STA 57+25
C3001 ROADWAY CURB RETURN DETAILS
C3002 ROADWAY CURB RETURN DETAILS
C3003 ROADWAY CURB RETURN DETAILS
C3004 ROADWAY CURB RETURN DETAILS
C3005 ROADWAY CURB RETURN DETAILS
C3006 SUGAR HOUSE PLATFORM AREA PEDESTRIAN RAMP AND SIDEWALK PLAN
C3007 ROADWAY EMERGENCY DRIVEWAY GRADING
CIVIL STANDARD DRAWINGS
C3010 CIVIL BOLLARD AND SWING GATE DETAILS
C3011 CIVIL CURB TRANSITIONS AND DETAILS
C3013 CIVIL GATE DETAILS
C3014 CIVIL PEDESTRIAN SAFETY RAILING
DRAINAGE PLANS
D1201 DRAINAGE PLAN WB STA 201+80.27 TO WB STA 206+50
D1202 DRAINAGE PLAN WB STA 206+50 TO WB STA 211+50
D1203 DRAINAGE PLAN WB STA 211+50 TO WB STA 215+84.18
TRAFFIC AND SIGNING
T1201 TRAFFIC SIGNAL PLANS WB STA 201+60 TO WB STA 206+42
T1202 TRAFFIC SIGNAL PLANS WB STA 206+42 TO WB STA 211+50
T1203 TRAFFIC SIGNAL PLANS WB STA 211+50 TO WB STA 215+85
T1204 STRIPING & SIGNING PLANS WB STA 201+60 TO WB STA 206+42
T1205 STRIPING & SIGNING PLANS WB STA 206+42 TO WB STA 211+50
T1206 STRIPING & SIGNING PLANS WB STA 211+50 TO WB STA 215+85
T3201 MAST ARM DETAIL
T3202 MAST ARM POLE DETAIL
T3203 MAST ARM POLE FOUNDATION DETAILS
T3204 MAST ARM POLE POLE EXTENSION FOR LUMINAIRE DETAIL
T3205 SIGNAL HEAD FOR VEHICLES DETAIL
T3206 SIGNAL HEAD MOUNTING DETAIL
T3207 SIGNAL POLE BREAK AWAY TYPE DETAIL
T3208 SIGNAL HEAD FOR PEDESTRIANS DETAIL
T3209 SIGNAL PUSH BUTTON DETAIL
T3210 SIGNAL CONTROLLER FOUNDATION DETAIL
T3211 JUNCTION BOX AND BURIED RACEWAY DETAIL
T3212 UNDERGROUND SERVICE PEDESTAL DETAIL
T3213 PEDESTRIAN BLANK OUT SIGN AND RAISED PAVEMENT MARKER DETAILS
T7001 SIGNAL CIRCUIT DIAGRAM S MCCLELLAND STREET
T7002 SIGNAL CIRCUIT DIAGRAM 1100 EAST STREET
T7003 SIGNAL CIRCUIT DIAGRAM HIGHLAND DRIVE
PLATFORM AND CANOPY
P0201 STATION STRUCTURAL SYMBOLS, ABBREVIATIONS, AND NOTES
P1201 SUGAR HOUSE PLATFORM PLAN
P3201 STATION TYPICAL STRUCTURAL DETAILS
P3202 STATION STRUCTURAL DRAWINGS 20'-0" DOUBLE CANOPY
P3203 STATION SUGAR HOUSE STATION PLATFORM ELEVATION
P3204 STATION SUGAR HOUSE STATION PLATFORM ELEVATION & SECTION
P3205 STATION 20 FOOT DOUBLE CANOPY ELEVATIONS
P3206 STATION 20 FOOT DOUBLE CANOPY SECTION
P3207 STATION 20 FOOT STANDARD CANOPY FLOOR PLAN
P3208 STATION DRILLED SHAFT FOUNDATION CANOPY DETAILS
SHEET NO.DWG NO.TITLE DESCRIPTION SHEET NO.DWG NO.TITLE DESCRIPTION
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-G-0-002.dwg
24-03849
Sheet No.
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c
o
v
e
y
o
u
\
d
c
\
a
c
c
d
o
c
s
\
k
i
e
w
i
t
\
5
4
9
7
1
-
s
l
i
n
e
d
o
u
b
l
e
t
r
a
c
k
\
p
r
o
j
e
c
t
f
i
l
e
s
\
4
0
d
e
s
i
g
n
e
n
g
\
2
5
tr
k
\
c
a
d
\
0
0
_
c
o
v
e
r
_
i
n
d
e
x
\
s
l
-
c
-
g
-
0
-
0
0
2
.
d
w
g
GENERAL
S-LINE EXTENSION PROJECT
SL-C-G-0-002.dwg
G0002
INDEX OF DRAWINGS
SHEET 2 OF 3
T. COVEYOU
T. COVEYOU
D. TREADWELL
A. DIGIROLAMO
NTS
01-16-26
P3209 STATION 20 FOOT DOUBLE CANOPY DETAILS
P3210 STATION STRUCTURAL DRAWINGS CANOPY DETAILS
P3211 STATION 20 FOOT DOUBLE CANOPY REFLECTED CEILING & ROOF PLANS
P3212 STATION MISCELLANEOUS PLATFORM DETAILS
P3213 STATION MECHANICAL DETAILS
P3214 STATION STANDARD PLATFORM AND SNOWMELT DETAILS
P3215 STATION SNOWMELT DETAILS
P3216 FREEZELESS POST HYDRANT DETAIL
P3217 GRAPHIC SIGN STANDARDS STANDARD FONTS
P3218 GRAPHIC SIGN STANDARDS TYPE 4 - RAIL PLATFORM SIGN DETAILS
P3219 GRAPHIC SIGN STANDARDS TYPE 2B STATION IDENTIFICATION SIGN DETAILS
P3220 GRAPHIC SIGN STANDARDS PAVEMENT MARKINGS AND PRISM
P4201 STATION FOUNDATION PLAN AND SECTIONS
P4202 STATION RAMP FOUNDATION SECTIONS
PLATFORM ELECTRICAL
E0202 PLATFORM ELECTRICAL LEGENDS, NOTES AND ABBREVIATIONS
E0208 SUGAR HOUSE STATION PLATFORM JUNCTION BOX AND TRENCH DETAILS
E0209 PLATFORM ELECTRICAL SUGAR HOUSE STATION PLATFORM TVM BASE, CALL BOX, AND CARD READER
DETAILS
E0210 PLATFORM ELECTRICAL PLATFORM LIGHT INSTALLATION AND POLE FOUNDATION DETAILS
E1205 SUGAR HOUSE STATION PLATFORM ELECTRICAL PLAN
E3207 SUGAR HOUSE STATION PLATFORM PCC DETAILS
E7203 SUGAR HOUSE STATION PLATFORM ONE-LINE AND LIGHTING CONTROL DIAGRAMS
E8204 PLATFORM ELECTRICAL SUGAR HOUSE STATION PLATFORM PANEL SCHEDULE
RETAINING WALL PLAN AND PROFILE
W0001 GENERAL NOTES, STANDARD SYMBOLS AND ABBREVIATIONS
W1201 RETAINING WALL 1 SITUATION AND LAYOUT
W1202 RETAINING WALL 2 SITUATION AND LAYOUT
W3001 WALL DETAILS
UTILITIES
U0100 UTILITIES GENERAL NOTES
U1201 EXISTING UTILITY PLAN WB STA 201+80.27 TO WB STA 206+50
U1202 EXISTING UTILITY PLAN WB STA 206+50 TO WB STA 211+50
U1203 EXISTING UTILITY PLAN WB STA 211+50 TO WB STA 215+84.18
U1204 EXISTING UTILITY PLAN SUGARMONT AVENUE AND CRA PROPERTIES
U1205 EXISTING UTILITY MATRIX SHEET 1 OF 4
U1206 EXISTING UTILITY MATRIX SHEET 2 OF 4
U1207 EXISTING UTILITY MATRIX SHEET 3 OF 4
U1208 EXISTING UTILITY MATRIX SHEET 4 OF 4
U1209 EXISTING UTILITY TEST HOLE DATA
U1210 UTILITY RELOCATION PLAN STA 203+00 TO STA 205+00
U1211 UTILITY RELOCATION PLAN STA 205+00 TO STA 208+00
U1212 UTILITY RELOCATION PLAN STA 208+00 TO STA 210+00
U1213 UTILITY RELOCATION PLAN STA 210+00 TO STA 212+00
U1214 UTILITY RELOCATION PLAN STA 212+00 TO STA 215+84.18
U1220 PROPOSED SEWER HIGHLAND DRIVE SEWER BY-PASS
U1221 PROPOSED GAS LINE SUGAR HOUSE STATION
U1222 PROPOSED WATER LINE HIGHLAND DRIVE STATION
U1225 PROPOSED GAS LINE PLAN SIMPSON AVENUE
U1226 PROPOSED WATER LINE PLAN HIGHLAND DRIVE
U1227 PROPOSED WATER LINE PROFILE HIGHLAND DRIVE
U1231 PROPOSED WATER LINE PLAN SIMPSON AVENUE
U1232 PROPOSED WATER LINE PROFILE SIMPSON AVENUE
U1233 WATERLINE CATHODIC PROTECTION
U1234 CATHODIC PROTECTION DETAILS 1 OF 2
U1235 CATHODIC PROTECTION DETAILS 2 OF 2
OVERHEAD CONTACT SYSTEM
Y0001 OVERHEAD CONTACT SYSTEM ABBREVIATIONS AND GENERAL NOTES
Y0002 OVERHEAD CONTACT SYSTEM STANDARD SYMBOLS AND STRUCTURAL NOTES
Y3002 OCS POLE FOUNDATIONS
Y7005 OCS TECHNICAL SHEET UNIVERSAL PANTOGRAPH CLEARANCE ENVELOPE
Y7006 OVERHEAD CONTACT SYSTEM DRAWING HIERARCHY AND CONTENT REQUIREMENTS
Y7009 OCS TECHNICAL SHEET MAX PERMISSIBLE MIDSPAN OFFSET, BLOW-OFF AND CATENARY DROOP
Y7010 OVERHEAD CONTACT SYSTEM TECHNICAL SHEET SCAT VERTICAL, WIND & RADIAL LOADS
Y7011 OCS TECHNICAL SHEET PANTOGRAPH SECURITY AND MAXIMUM STAGGERS FOR BALLASTLESS TRACK
Y7012 OVERHEAD CONTACT SYSTEM TECHNICAL SHEET HANGER LENGTH TABLE
Y7013 OVERHEAD CONTACT SYSTEM TECHNICAL SHEET INSTALLATION TENSIONS AND SAGS
Y7014 OVERHEAD CONTACT SYSTEM TECHNICAL SHEET TRACK MOVEMENT & STAGGER CHANGE
Y7015 OVERHEAD CONTACT SYSTEM CONDUCTOR PARTICULARS
Y7016 OCS VERTICAL ELECTRICAL CLEARANCE REQUIREMENTS
Y7100 OVERHEAD CONTACT SYSTEM MASTER OVERLAP CHART AND SECTIONING DIAGRAM
Y7180 OVERHEAD CONTACT SYSTEM TYPICAL STANDARD SPANS
Y7182 OVERHEAD CONTACT SYSTEM TYPICAL ANCHOR SPANS
Y7183 OCS DIAMOND CROSSOVER
Y7190 OVERHEAD CONTACT SYSTEM TYPICAL CENTER POLE STRUCTURES
Y7191 OVERHEAD CONTACT SYSTEM TYPICAL SURGE ARRESTOR STRUCTURE
Y7192 OVERHEAD CONTACT SYSTEM BYPASS DISCONNECT SWITCH STRUCTURE
Y7194 OVERHEAD CONTACT SYSTEM TYPICAL HEADSPAN STRUCTURES
Y7201 TAPERED TUBULAR STEEL POLE ASSEMBLIES, TYPE PA, PB, PC, PD, & PE
Y7202 OVERHEAD CONTACT SYSTEM OCS POLE ID NUMBER ASSEMBLY SD-01 AND SCHEDULE
Y7203 OVERHEAD CONTACT SYSTEM
Y7207 OCS POLE BRACKET ASSEMBLIES FOR TUBULAR POLES TYPES BC-XX AND TB-02-XX
Y7209 OVERHEAD CONTACT SYSTEM HEADSPAN ASSEMBLIES HS-1, HS-1A, HS-2, AND HS-2AX
Y7210 OVERHEAD CONTACT SYSTEM CONFIGURATION AND LOADING DIAGRAM TYPE HS-1 AND HS-2
Y7211 OVERHEAD CONTACT SYSTEM CANTILEVER ASSEMBLY PULL-OFF TYPES CA-01L, CA-01M AND CA-01H
Y7212 OVERHEAD CONTACT SYSTEM CONFIGURATION AND LOADING DIAGRAM TYPES CA-01L, CA-01M, AND CA-01H
Y7213 OVERHEAD CONTACT SYSTEM CANTILEVER ASSEMBLY PUSH-OFF CA-03L, CA-03M, AND CA-03H
Y7214 OVERHEAD CONTACT SYSTEM CONFIGURATION AND LOADING DIAGRAM TYPES CA-03L, CA-03M, AND CA-03H
Y7215 OVERHEAD CONTACT SYSTEM CANTILEVER ASSEMBLY OUT-OF-RUNNING TYPES CA-05AM, AH AND CA-05BM, BH
Y7216 OVERHEAD CONTACT SYSTEM CONFIGURATION AND LOADING DIAGRAM TYPES CA-05AM, AH AND CA-05BM, BH
Y7220 OVERHEAD CONTACT SYSTEM TWO TRACK PULL-OFF PO-2 AND PO-2A
Y7221 OVERHEAD CONTACT SYSTEM CATENARY BRIDLE ASSEMBLY PULL-OFF TYPE BB-02D
Y7222 OVERHEAD CONTACT SYSTEM CONFIGURATION AND LOADING DIAGRAM TYPE BB-02D
Y7223 OVERHEAD CONTACT SYSTEM SECTION INSULATOR ASSEMBLY TYPE MLSI-01
Y7224 OVERHEAD CONTACT SYSTEM FIXED TERMINATION ASSEMBLY TYPE FT-01
Y7225 OVERHEAD CONTACT SYSTEM CATENARY BRIDLE TERMINATION ASSEMBLIES BT-01, BT-02 & BT-03
Y7226 OVERHEAD CONTACT SYSTEM MIDPOINT ANCHOR ASSEMBLY TYPE MP-01
Y7227 OVERHEAD CONTACT SYSTEM BALANCE WEIGHT FOR TUBULAR POLE TYPE BW-04
Y7228 OVERHEAD CONTACT SYSTEM SPRING TENSIONER
Y7231 OVERHEAD CONTACT SYSTEM FEEDER CONNECTION ASSEMBLY TYPE FR-04
Y7233 OVERHEAD CONTACT SYSTEM JUMPER ASSEMBLIES TYPES JF-1, JP-1 AND JS-1
Y7235 OVERHEAD CONTACT SYSTEM HANGER ASSEMBLIES TYPES HA-1 THROUGH HA-7
Y7236 OCS CUT-IN INSULATOR AND CONTACT BRIDGE ASSEMBLIES TYPE CI-01, CI-02, CC-01
Y7237 OVERHEAD CONTACT SYSTEM MULTI-CANTILEVER BRACKETS
Y7303 OVERHEAD CONTACT SYSTEM WIRING LAYOUT & ALLOCATION SCHEDULE WB STA 201+00 TO WB STA 207+00
Y7304 OVERHEAD CONTACT SYSTEM WIRING LAYOUT & ALLOCATION SCHEDULE WB STA 207+00 TO WB STA 211+17
Y7305 OVERHEAD CONTACT SYSTEM WIRING LAYOUT & ALLOCATION SCHEDULE WB STA 212+00 TO WB STA 215+96.33
COMMUNICATIONS
Y0800 COMMUNICATIONS SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
Y1801 COMMUNICATIONS SYSTEMWIDE SINGLE LINE DIAGRAM
Y1802 COMMUNICATIONS SIGNAL FIBER OPTIC CABLE PLAN
Y3803 COMMUNICATIONS SIGNAL BETA INTERLOCKING FIBER ALLOCATION TABLE
Y3804 COMMUNICATIONS SIGNAL HIGHLAND DRIVE FIBER ALLOCATION TABLE
Y1810 COMMUNICATIONS IT FIBER OPTIC CABLE PLAN
Y3811 COMMUNICATIONS FAIRMONT PCC IT FIBER ALLOCATION TABLE
Y3812 COMMUNICATIONS SUGAR HOUSE PCC IT FIBER ALLOCATION TABLE
Y8813 COMMUNICATIONS SUGAR HOUSE STATION RISER DIAGRAM
Y8814 SUGAR HOUSE STATION PCC COMM CABINET RACK ELEVATION
Y3815 COMMUNICATIONS SUGAR HOUSE STATION CABLE SCHEDULE
SYSTEMWIDE ELECTRICAL
Y1235 DUCTBANK PLAN WB STA 201+00 TO WB STA 207+00
Y1236 DUCTBANK PLAN WB STA 207+00 TO WB STA 212+00
Y1237 DUCTBANK PLAN WB STA 212+00 TO WB STA 215+88.5
Y1238 ELECTRICAL PLAN STA 201+00 TO STA 207+00
Y1239 ELECTRICAL PLAN STA 207+00 TO STA 212+00
Y1240 ELECTRICAL PLAN WB STA 212+00 TO WB STA 215+85.29
SHEET NO.DWG NO.TITLE DESCRIPTION SHEET NO.DWG NO.TITLE DESCRIPTION
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-G-0-003.dwg
24-03849
Sheet No.
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d
o
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s
\
k
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e
w
i
t
\
5
4
9
7
1
-
s
l
i
n
e
d
o
u
b
l
e
t
r
a
c
k
\
p
r
o
j
e
c
t
f
i
l
e
s
\
4
0
d
e
s
i
g
n
e
n
g
\
2
5
tr
k
\
c
a
d
\
0
0
_
c
o
v
e
r
_
i
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x
\
s
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c
-
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-
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0
3
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GENERAL
S-LINE EXTENSION PROJECT
SL-C-G-0-003.dwg
G0003
INDEX OF DRAWINGS
SHEET 3 OF 3
T. COVEYOU
T. COVEYOU
D. TREADWELL
A. DIGIROLAMO
NTS
01-16-26
Y3215 SYSTEMWIDE ELECTRICAL PULLBOXES DETAILS AND SCHEDULE
Y3216 SYSTEMWIDE RACEWAY DETAILS AND SCHEDULE
Y4217 SYSTEMWIDE ELECTRICAL RACEWAY SECTIONS SHEET-1
Y4218 SYSTEMWIDE ELECTRICAL RACEWAY SECTIONS SHEET-2
Y7314 TRACTION POWER SYSTEM RACEWAY SECTIONS
Y1241 RMP UTILITY RELOCATION PLAN
Y1242 STREET LIGHTING PLAN
Y1243 TRENCH SECTION
SIGNALS
Z0001 SIGNALS SYMBOLS
Z0002 SIGNALS ABBREVIATIONS
Z7001 SIGNALS SYSTEM OVERALL SCHEMATIC WB STA 196+00 TO WB STA 207+65
Z7002 SIGNALS SYSTEM OVERALL SCHEMATIC WB STA 207+65 TO WB STA 216+00
Z7003 EASTBOUND CONTROL LINE PLAN STA. 186+00 TO STA. 203+00
Z7004 EASTBOUND CONTROL LINE PLAN STA. 203+00 TO STA. 215+85
Z7005 WESTBOUND CONTROL LINE PLAN STA. 186+00 TO STA. 203+00
Z7006 WESTBOUND CONTROL LINE PLAN STA. 203+00 TO STA. 215+85
Z7007 SIGNALS TRACK CIRCUIT ARRANGEMENT
Z7008 SIGNALS ROUTE AND ASPECT CHART BETA INTERLOCKING
Z7009 SIGNALS ROUTE AND ASPECT CHART HIGHLAND DRIVE INTERLOCKING
Z8001 SIGNALS TRACK AND CABLE PLAN 1 OF 2
Z8002 SIGNALS TRACK AND CABLE PLAN 2 OF 2
SIGNALS STANDARD DRAWINGS
Z3001 SIGNALS WAYSIDE SIGNALING DETAILS 1 OF 2
Z3002 SIGNALS WAYSIDE SIGNALING DETAILS 2 OF 2
Z3003 SIGNALS SWITCH HEATER LAYOUT
Z3004 SIGNAL TYPICAL BONDING DETAILS
Z3005 SIGNALS HOUSE INSTALLATION DETAILS
Z3006 SIGNALS TYPICAL WHEEL SENSOR INSTALLATION
Z3007 SIGNALS TYPICAL WHEEL SENSOR EMBEDDED TRACK INSTALLATION
Z3008 SIGNALS TYPICAL VEHICLE DETECTOR LOOP INSTALLATION
Z3009 SIGNALS PEDESTRIAN CROSSING BLANK OUT SIGN
SHEET NO.DWG NO.TITLE DESCRIPTION SHEET NO.DWG NO.TITLE DESCRIPTION
A
STANDARD ABBREVIATIONS
TRACK AND ROAD ALIGNMENT
HORIZONTAL
VERTICAL
D
C
B
E
F
G
H
I
J
K
L
M
GENERAL ABBREVIATIONS
DF
DG
DIP
DIA or
DIAG
DIM
DIST
DPSS
DRTK
DW
DWG
DWY
F
(F)
FB
FES
FF
FFE
FG
FH
FIN
or FL
FLG
FLR
FO
FOC
FPS
FWY
FS
FAM
FBC
FIP
FHWA
G
GA
GAL(S)
GALV
GM
GND
GR
GSB
GSC
GV
GRS
H or HT
HCL
HD
HDPE
HF
HG
HL
HP
DIRECT FIXATION
DIESEL GAS or DRY GAS
DUCTILE IRON
DUCTILE IRON PIPE
DIAMETER
DIAGRAM or DIAGONAL
DIMENSION
DISTRICT or DISTANCE
DRILL TRACK
DOMESTIC WATER
DRAWING
DRIVEWAY
FREIGHT
FREEBOARD
FLARED END SECTION
FINISHED FLOOR ELEVATION
FIRE HYDRANT
FINISH
FLOWLINE
FLANGE
FLOOR
FIBER OPTIC LINE
FACE OF CURB
FOOT PER SECOND
FREEWAY
FLAGSTONE or FINISHED SURFACE
FOUND ALUMINUM MONUMENT
FOUND BRASS CAP
FOUND IRON PIN
FOOT or FEET
FEDERAL HIGHWAY ADMINISTRATION
GAS
GAUGE (GAGE)
GALLON (GALLONS)
GALVANIZED
GAS METER
GROUND
GRADE, GROUND or GUARD RAIL PLATE
GROUTED SLOPING BOULDER
GALVANIZED STEEL CONDUIT
GATE VALVE
GALVANIZED RIGID STEEL CONDUIT
HEIGHT
HORIZONTAL CONTROL LINE
HEAD
HIGH DENSITY POLYETHYLENE
HEEL OF FROG
HEAD GATE
HEEL LENGTH
HIGHWAY
AASHTO
ABC
ABND
ABUT
&
ACC.
ADA
AGG
ALIGN
A.R.E.M.A.
A/R
ASCE
ASME
ASPH
ASTM
@
ATC
ATMS
AVE
AWG
BE
BEG
BET
BIT
BK
BLDG
BLVD
BM
BNSF
BRDG
BRG
BRK
BTEL
BW
BCR
D, d
DB
DEPT
AMERICAN ASSOCIATION OF STATE HIGHWAY
& TRANSPORTATION OFFICIALS
AGGREGATE BASE COURSE
ABANDONED
ABUTMENT
AND
ACCESS
AMERICANS WITH DISABILITIES ACT
AGGREGATE
ALIGNMENT
AMERICAN RAILWAY ENGINEERING & MAINTENANCE
OF WAY ASSOCIATION
AS REQUIRED
AMERICAN SOCIETY OF CIVIL ENGINEERS
AMERICAN SOCIETY OF MECHANICAL ENGINEERS
ASPHALT
AMERICAN SOCIETY FOR TESTING AND MATERIALS
AT
AUTOMATIC TRAIN CONTROL
ADVANCED TRAFFIC MANAGEMENT SYSTEM
AVENUE
AMERICAN WIRE GAGE
BURIED ELECTRIC
BEGIN or BEGINNING
BETWEEN
BITUMINOUS
BACK
BASELINE
BUILDING
BOULEVARD
BENCH MARK
BURLINGTON NORTHERN AND SANTA FE RAILWAY
BRIDGE
BEARING
BRICK
BURIED TELEPHONE
BURIED CABLE
BEGIN CURB RETURN
DEPTH
DIVERSION BOX
DEPARTMENT
DE
DRGW DENVER AND RIO GRANDE WESTERN RAILROAD
DOUBLE POINT SPLIT SWITCH
DRAGGING EQUIPMENT
FTA FEDERAL TRANSIT ADMINISTRATION
FRA FEDERAL RAILROAD ADMINISTRATION
DI or D.I.
BOT BOTTOM
FTG FOOTING
HWY
Hp
HS
HW
HORSEPOWER
HIGH STRENGTH STEEL
HEAD WALL
DEB
DED
DEF or DEFL
DETENTION BASIN
DECK DRAIN
DEFLECTION
A.S.AS SHOWN
APPROX APPROXIMATE
APWA AMERICAN PUBLIC WORKS ASSOCIATION
AC or A.C.ASBESTOS CEMENT
FT or FT.
BU CA or BCTV
FINISHED FLOOR or FAR FACE or FRONT FACE
FROG GAUGE PLATE or FINISH GRADE
HORIZONTAL
HYDRAULIC GRADE LINE
HAND HOLE
INTERMEDIATE HIGH PRESSURE
INDIVIDUAL HIGH RAIL LEVEL
INSULATED JOINT
INCH or INCHES
INCORPORATED
INVERT
IRON PIPE
IRRIGATION JUNCTION or DIVERSION BOX
IRRIGATION CULVERT
IRRIGATION DITCH
IRRIGATION PIPE
JUNCTION BOX
JOINT
JACK & BORE
KIP, 1000 POUNDS
KIP-FOOT
KIPS PER LINEAR FOOT
KIPS PER SQUARE FOOT
KILOVOLTS
LINE or LENGTH
LEFT
POUND
LINEAR FOOT (FEET)
LEFT HAND
LIMITED LIABILITY CORPORATION
LOCATE, LOCATED or LOCATION
LOW PRESSURE or LIGHT POLE
LOW POINT
LIGHT RAIL TRANSIT
LIMITED
LIGHTING
MAINTENANCE
MAXIMUM
MECHANICAL
MANHOLE
0.001 INCH
MINIMUM
MISCELLANEOUS
MECHANICAL JOINT
MATCH LINE
MAINLINE
MONUMENT
MEDIUM PRESSURE/MILE POST
MILES PER HOUR
MECHANICALLY STABILIZED EARTH
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
NORTH
NOT APPLICABLE
NORTHBOUND
NEAR FACE
NOT IN CONTRACT
NORTH OF NORTH RIGHT-OF-WAY LINE
NORTH OF
NUMBER
NON-REINFORCED CONCRETE PIPE
NORTH OF SOUTH RIGHT-OF-WAY LINE
NOT TO SCALE
CS
D, Dc
DIA
ES
Ea
Eq
Eu
I
L
Lc
Ls
Ls1
Ls2
Ls IN
Ls OUT
L.T.
P
PC
PCC
PI
PITO
(PO)
POB
POC
POE
POS
POT
PRC
PT
PS
Qs
R
SC
SS
ST
S.T.
T
Tc
T/O
Ts
TL
TS
TTL
XO
Xs
Ys
K
L
PVCC
PVC
PVI
R
PRVC
PVT
VC
ELEV
POINT OF CHANGE FROM CIRCULAR CURVE TO SPIRAL
DEGREE OF CURVE (CURVATURE BY ARC DEFINITION)
DELTA or DEFLECTION ANGLE (SPIRAL CURVE)
DIAMOND (CROSSOVER)
EXTERNAL DISTANCE
SUPERELEVATION, ACTUAL
SUPERELEVATION, TOTAL
SUPERELEVATION, UNBALANCED
TOTAL INTERSECTION ANGLE or TOTAL CENTRAL ANGLE
TOTAL CURVE LENGTH
TOTAL LENGTH OF CHORD
TOTAL LENGTH OF SPIRAL CURVE
SUFFIX (1) AT THE SYMBOL DENOTES THE DATA FOR THE FIRST
SPIRAL ON AN UNSYMMETRICAL SPIRALIZED CURVE
SUFFIX (2) - SAME AS ABOVE, SECOND SPIRAL
SUFFIX (IN) AT THE SYMBOL DENOTES THE DATA FOR THE LEADING
SPIRAL OF A SPIRALIZED CURVE
SUFFIX (OUT) AT THE SYMBOL DENOTES THE DATA FOR THE TRAILING
SPIRALIZED CURVE
LONG TANGENT
THROW
POINT OF CURVATURE or POINT OF CHANGE FROM TANGENT TO
CIRCULAR CURVE
POINT OF COMPOUND CIRCULAR CURVES
POINT OF INTERSECTION OF TWO TANGENTS
POINT OF INTERSECTION, TURNOUT
POWER OPERATED (REFERS TO TURNOUT)
POINT OF BEGINNING
POINT ON CIRCULAR CURVE
POINT OF ENDING
POINT ON SPIRAL
POINT ON TANGENT
POINT OF REVERSE CIRCULAR CURVE
POINT OF TANGENCY or POINT OF CHANGE FROM CIRCULAR
CURVE TO TANGENT
POINT OF SWITCH
CENTRAL ANGLE OF SPIRAL or SPIRAL ANGLE
RADIUS OF CIRCULAR CURVE
POINT OF CHANGE FROM SPIRAL TO CIRCULAR CURVE
POINT OF CHANGE FROM SPIRAL TO SPIRAL
POINT OF SPIRAL TO TANGENT
SHORT TANGENT
TOTAL CURVE TANGENT LENGTH OF COMPLETE CURVE
TANGENT LENGTH FROM PC or PT TO PI
TURNOUT
TANGENT DISTANCE FROM TS or ST TO PI
TOTAL LENGTH OF CURVE (SPIRAL & CIRCULAR PORTIONS)
POINT OF CHANGE FROM TANGENT TO SPIRAL
TOTAL TANGENT LENGTH (SPIRALS & CIRCULAR PORTIONS)
CROSSOVER
TANGENT DISTANCE AT SC or CS
TANGENT OFFSET AT SC or CS
RATE OF VERTICAL CURVATURE OR LENGTH OF CURVE
PER PERCENT DIFFERENCE IN TWO ALGEBRAIC GRADES
LENGTH OF VERTICAL CURVE
POINT OF COMPOUND VERTICAL CURVE
POINT OF VERTICAL CURVATURE
POINT OF VERTICAL INTERSECTION or POINT OF INTERSECTION
OF TWO PROFILE TANGENTS
RATE OF CHANGE IN CURVATURE
POINT OF REVERSE VERTICAL CURVE
POINT OF VERTICAL TANGENCY
VERTICAL CURVE
ELEVATION
HORIZ
HGL
HH
ID
IHP
IHRL
IJ
IN
INC.
INV
IP
IRB
IRC
IRD
IRP
JB
JT
J&B
K
KF
KLF
KSF
KV
L
LT
LB
LF
LH
LLC
LOC
LP
LPT
LRT
LTD
LTG
BL
BOTTOM OF WALL or BACK OF WALL
DIT OPEN DITCH
FILL (WALL) or FIBER
MEDIUM DENSITY POLYETHYLENE
INSIDE DIAMETER or IDENTIFICATION
HIGH PRESSURE or HEEL PLATE
ALIGN ALIGNMENT
AI AREA INLET
C
CAS
CTV
CB
CBC
c-c
CD
CFS
C&G
CI or C.I.
CIP
CJ
℄ or CL
CLG
CLR
CMP
C/O
CO
COL
CONC
CONN
CONST or CONSTR
CONT
CSP
CNL
COORD
CORR
CP
CRK
CRV
C/S
CSW
CT
CULV or CUL
CU YD or C.Y. or CY
CWR
CUT (WALL)
CASING
CABLE TV LINE
CATCH BASIN
CONCRETE BOX CULVERT
CENTER TO CENTER
CHECK DAM
CUBIC FEET PER SECOND
CURB AND GUTTER
CAST IRON
CAST IRON PIPE
CONSTRUCTION JOINT or CONTROL JOINT
CENTER LINE
CEILING
CLEARANCE or CLEAR
CORRUGATED METAL PIPE
CARE OF
CLEANOUT, COUNTY or COMPANY
COLUMN
CONCRETE
CONNECT or CONNECTION
CONSTRUCT or CONSTRUCTION
CONTINUED, CONTINUOUS or CONTINUATION
CORRUGATED STEEL PIPE
CANAL
COORDINATE
CORRUGATE or CORRUGATED
CLAY PIPE or CONTROL POINT
CREEK
CURVE
COMMUNICATION/SIGNAL
CONCRETE SIDEWALK
COURT
CULVERT
CUBIC YARD
CONTINUOUS WELDED RAIL
E
EA
EB
E/E
EJ
ELEV
EMH
E/O
EOA
EOH
EOP
EQ
EQN
ES
ET
ETC
E/W
EXIST or EX
EXT
EAST or ELECTRIC
EACH
EASTBOUND or END OF BRIDGE
EAST OF EAST RIGHT-OF-WAY LINE
EXPANSION JOINT
ELEVATION
ELECTRICAL MANHOLE
EAST OF
EDGE OF ASPHALT
OVERHEAD ELECTRIC
EDGE OF PAVEMENT
EQUAL or EQUATION
EQUATION
EXTRA STRENGTH
END TRACK
ETCETERA
EAST OF WEST RIGHT-OF-WAY LINE
EXISTING
EXTERIOR
N
N/A
NF
NIC
N/N
N/O
NO. or #
NRCP
N/S
NTS
NB
MAINT
MAX or MAX.
MECH
MH
MIL
MIN or MIN.
MISC
MJ
M/L
ML
MON
MP
MPH
MSE
MUTCD
MDPE
N
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-G-0-010.dwg
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GENERAL
S-LINE EXTENSION PROJECT
SL-C-G-0-010.dwg
G0010
STANDARD ABBREVIATIONS
SHEET 1 OF 2
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
P
Q
S
T
U
R
X
V
W
GENERAL ABBREVIATIONS
STANDARD ABBREVIATIONS
PIPE
PASSENGER
PULL BOX
PORTLAND CEMENT CONCRETE
PORTLAND CEMENT CONCRETE PAVEMENT
PROJECT CONTROL LINE
POLYETHYLENE
PEDESTRIAN
POINT OF FROG
PROFILE GRADE LINE
PARKING
PROPERTY LINE
POINT ON LINE
POWER POLE
PROPERTY
PROPOSED
POLYETHYLENE PIPE
POWER OPERATED
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PETROLEUM
POLYVINYL CHLORIDE
PAVEMENT
QUANTITY
QUADRANT
RADIUS
REINFORCED CONCRETE BOX
REINFORCED CONCRETE PIPE
ROAD
RECTANGLE or RECTIFIER
REFERENCE
REINFORCE, REINFORCED or REINFORCEMENT
RETAINING
REVISE, REVISED or REVISION
RIGHT HAND
RAILROAD
RAILROAD SIGNAL
RAILROAD SIGNAL & COMMUNICATION
RIGHT
RETENTION SWALE
RETAINING WALL
RIGHT OF WAY
RIVER
RAILWAY
SOUTH or SLOPE
SOUTHBOUND
STORM DRAIN
STORM DRAIN CULVERT
STORM DRAIN CATCH BASIN
STORM DRAIN CLEAN OUT
STORM DRAIN DITCH
STORM DRAIN MANHOLE
STORM DRAIN PIPE
STORM DRAIN PUMP STATION
STORM DRAIN SWALE
STORM DRAIN VAULT
SECTION
SUB-GRADE LINE
SHEET
SIGNAL
SIMILAR
SEWER LATERAL
SALT LAKE CITY
SLOPE
SEWER MANHOLE
SOUTH OF NORTH RIGHT-OF-WAY LINE
SOUTH OF
SPACE or SPACING or SIGNAL POLE or STATION POINT
SPECIFICATIONS
SQUARE
SOUTH OF SOUTH RIGHT-OF-WAY LINE
SMOOTH STEEL PIPE
STATION
STANDARD
STEEL
STORAGE
STRUCTURE
SWITCH or SIDEWALK
SANITARY SEWER
SYMMETRICAL
TELEPHONE
TANGENT
TOP OF BALLAST
TOP BACK OF CURB
TO BE DETERMINED
TO BE SURVEYED
TRAFFIC CONTROL BOX
TEMPERATURE or TEMPORARY
TERMINAL
TRACK FOOT
TOP OF GRADE or TOP OF GRATE
TEST HOLE
THICK or THICKNESS
THROUGH
TRAFFIC LIGHT or TOE LENGTH
TELEPHONE MANHOLE
TRANSIT ORIENTED DEVELOPMENT
TOP OF PIPE
TOP OF RAIL
TOE OF SLOPE
TRACK
TRAFFIC SIGNAL
TYPICAL SECTION
TOP OF SUB-BALLAST
TRAFFIC SIGNAL CONDUIT
TELEVISION
TOP OF WALL
TYPICAL
UNDERDRAIN
UTAH DEPARTMENT OF TRANSPORTATION
UNDERGROUND
UNLESS NOTED OTHERWISE
UNKNOWN
UNION PACIFIC RAILROAD
UNREINFORCED CONCRETE
UNITED STATES
UTAH TRANSIT AUTHORITY
VALVE or VELOCITY
VARIES or VARIABLE
VERTICAL CURVE
VITRIFIED CLAY PIPE
VERTICAL
VAULT
WEST or WATER or WIDTH
WITH
WESTBOUND
WEST OF EAST RIGHT-OF-WAY LINE
WROUGHT IRON PIPE
WATER LEVEL
WATER METER
WITHOUT or WEST OF
WATER SERVICE
WELDED STEEL PIPE
WATER
WATER VALVE
WEST OF WEST RIGHT-OF-WAY LINE
WATER SURFACE ELEVATION
WING WALL
CROSS DRAIN
CROSSING
CROSS SECTION
P
(P)
PB
PCC
PCCP
PCL
PE
PED
PF
PGL
PKG
PL
POL
PP
PROP
PR
PEP
(PO)
PSF
PSI
PET
PVMT
QTY
QUAD
R
RCB
RCP
RD
RECT
REF
REINF
RET
REV
RH
RR
RRS or RS
RSC
RT
RTS
ROW or R/W
RVR
RY
S
SB
SD
SDC
SDCB
SDCO
SDD
SDMH
SDP
SDPS
SDS
SDV
SECT
SGL
SHT
SIG
SIM
SL
SLC
SLP
SMH
S/N
S/O
SP
SPEC
S/S
SSP
ST
STA
STD
STL
STOR
SW
SWR OR SS
SYM
T or TEL
TAN
TB
TBC
TBD
TBS
TCB
TEMP
TERM
TF
TG
TH
THK
THRU
TL
TMH
TOD
TOP
T/R
TOS
TRK
TS
T.S.
TSB
TSC
TV
T/W
TYP
UD
UDOT
UG
UNO
UNK
UPRR
URC
US
UTA
V
VAR
VC
VCP
VERT
VLT
W
W/
WB
W/E
WIP
WL
WM
W/O
WS
WSP
WTR
WV
W/W
WSE
WW
X-DRAIN
X-ING
X-SECT
REQ'D
RMP ROCKY MOUNTAIN POWER
RCH REACH
<
<
LESS THAN
LESS THAN OR EQUAL TO
STR OR STRUCT
>GREATER THAN
GREATER THAN OR EQUAL TO>
TOC TRAFFIC OPERATIONS CENTER
REQUIRED
O
ON CENTER or ON CENTERS
OUTSIDE DIAMETER
OC
OD or O.D.
OVEHEAD COAXIAL
OPPOSITEOPP
OVERHEAD TELEPHONEOHT
OHP OVERHEAD POWER
OHC
OVERHEAD FIBER OPTICOFO
PVC
RET W OR RW
SC STREET CAR
SH SUGAR HOUSE
SQ
STREET
TPSS TRACTION POWER SUBSTATION
UFO UNDERGROUND FIBER OPTIC
UGC UNDERGROUND COAXIAL
UGT
UGP
UNDERGROUND TELEPHONE
UNDERGROUND POWER
TRAFFIC CONTROL BOX
TD TRACK DRAIN
THROUGH
TI TRACK INLET
PD PLATFORM DRAIN
UTBC UNTREATED BASE COURSE
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-G-0-011.dwg
24-03849
Sheet No.
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GENERAL
S-LINE EXTENSION PROJECT
SL-C-G-0-011.dwg
G0011
STANDARD ABBREVIATIONS
SHEET 2 OF 2
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
NOTE:
SOME SYMBOLS/LINES MAY BE SHOWN
ENLARGED FOR CLARITY.
CURVE NUMBER:
CROSSOVER NUMBER:
EXISTING PROPOSED EXISTING PROPOSEDEXISTINGPROPOSED
4737.33
RS
CXXX
STANDARD SYMBOLS
SXXX
RETAINING WALL
DRAINAGE DITCH OR SWALE
CULVERT
RIGHT-OF-WAY LINE
EASEMENT LINE
CITY BOUNDARY
BUILDING LINE
FENCE
CURB AND GUTTER
CURB/WALL
BARRIER
SPOT ELEVATION (PHOTOGRAMMETRIC)
EDGE OF PAVEMENT
ACCESS ROAD
TOP OF CUT
TOP OF FILL
BUMPING POST
HIGH POINT
LOW POINT
FLOW DIRECTION
AERIAL CONTROL POINT
TRAFFIC SIGNAL MAST ARM AND POLE
TRAFFIC SIGNAL HEAD
UTA SIGNAL HOUSE
COMMUNICATION/SIGNAL BOX
LH TURNOUT
RH TURNOUT
SINGLE CROSSOVER
DIAMOND CROSSOVER
POINT OF SWITCH (MANUALLY OPERATED)
POINT OF SWITCH (POWER OPERATED)
LH DOUBLE POINT SPLIT SWITCH (DPSS) DERAIL
RH DOUBLE POINT SPLIT SWITCH (DPSS) DERAIL
RAIL LUBRICATOR INFRASTRUCTURE
WB TRACK ℄
EB TRACK ℄
CROSSOVERS BY UTA
TREE
VEGETATION
EXISTING GROUND (SECTIONS)
RR SWITCH
BUSH
GAS PIPELINE MARKER
MARSH
PERMANENT MONUMENT
SECTION CORNER
STATION PLATFORM
PLATFORM WALKWAY
IMPACTED BUILDING, ROADWAY, PARKING LOT
FUTURE ROAD CROSSING
ROAD CROSSING
CHECK-IN LOOP
CHECK-OUT LOOP
LOOP NOT USED
MATRIX DETECTION ZONE
PEER CALL (DELAY SHOWN IF ANY)
TRACK DRAIN
OCS FOUNDATION
RS
X###
ABANDONED WATER
SEWER
STORM DRAIN
WATER
UNDERGROUND POWER
GAS
FIBER OPTIC
OVERHEAD POWER
TELEPHONE
OVERHEAD FIBER OPTIC
CABLE T.V. BOX
ELECTRIC BOX
GAS METER
STREET LIGHT BOX
WATER METER
TRAFFIC SIGNAL BOX
TELEPHONE BOX
WATER BOX
FIBER OPTIC BOX
UTILITY BOX
IRRIGATION BOX
CLEANOUT
STORM DRAIN MANHOLE
ELECTRIC MANHOLE
UTILITY MANHOLE
SANITARY SEWER MANHOLE
INTERCEPTOR MANHOLE
TELEPHONE MANHOLE
WATER MANHOLE
FIBER OPTIC MANHOLE
MONITORING WELL
WATER VALVE
GAS TEST VALVE
FIRE HYDRANT
STAND PIPE
EXISTING TRACK
PROPOSED UTA TRACK
DROP INLET
LARGE SIGN
SIGN
BOLLARD POST
FLAG POLE
POWER POLE
GUY
AREA LIGHT
STREET LIGHT
STREET LIGHT
LIGHT VAULT: E-ELECTRIC, T-TELEPHONE, W-WATER
SD SD SD SD
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-G-0-012.dwg
24-03849
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GENERAL
S-LINE EXTENSION PROJECT
SL-C-G-0-012.dwg
G0012
STANDARD SYMBOLS
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
GENERAL NOTES - S-LINE EXTENSION
1.ALL MATERIALS AND WORK REQUIRED WITHIN UTA RIGHT-OF-WAY SHALL CONFORM TO UTA SPECIFICATIONS.
2.RIGHT-OF-WAY LINES SHOWN ARE BASED ON RECORDED SURVEY INFORMATION ON RECORD WITH SALT LAKE CITY AND SALT LAKE COUNTY.
3.CONTRACTOR TO VERIFY VERTICAL CLEARANCES FROM THE PROPOSED TRACKS TO OVERHEAD FACILITIES (ELECTRIC, CABLE, TELEPHONE).
4.EXISTING TOPOGRAPHY AND PLANIMETRICS ARE PRODUCED FROM AERIAL SURVEY AND TOPOGRAPHIC FIELD SURVEY. TOPOGRAPHY BELOW VEGETATION OR TREE
COVERAGE AND UNDER STRUCTURES IS APPROXIMATE AND REQUIRES CONFIRMATION.
5."ORIGINAL GROUND" OR "EXISTING GROUND" SHOWN ON PROFILES REFERS TO THE APPROXIMATE EXISTING GROUND LINE AT THE DESIGNATED CENTERLINE OR
CONTROL LINE.
6.SEE SURVEY CONTROL DATA SHEETS FOR PROJECT HORIZONTAL CONTROL, VERTICAL DATUM, AND MONUMENT INFORMATION.
7.ALL HORIZONTAL AND VERTICAL DISTANCES ARE IN FEET AND/OR DECIMALS OF A FOOT UNLESS NOTED OTHERWISE.
8.ALL GRADIENTS ARE IN PERCENT UNLESS NOTED OTHERWISE.
9.THE UTA STREETCAR TRACK IS DESIGNED PER THE UTA STREETCAR DESIGN CRITERIA, REVISION, NO. 1 APPROVED SEPTEMBER 2024.
10.STATIONING SHOWN ON TYPICAL SECTIONS IS APPROXIMATE. ALL STATIONING REFERS TO WB TRACK, UNLESS NOTED OTHERWISE.
11.GUIDELINES FROM THE AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION'S (AREMA) "MANUAL FOR TRACK ENGINEERING", 2025 EDITION,
ARE USED FOR VARIOUS ASPECTS OF THE DESIGN.
12.GUIDELINES FROM THE FHWA "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), 2023, 11th EDITION, AND UTAH DEPARTMENT OF TRANSPORTATION
STANDARD DRAWINGS, LATEST REVISION, ARE USED FOR VARIOUS ASPECTS OF THE DESIGN.
13.UTA TRACK PROFILES REPRESENT TOP OF RAIL PROFILE UNLESS NOTED OTHERWISE.
14.THE RAIL PROFILE IS ALWAYS CARRIED ON THE LOW RAIL THROUGH SUPERELEVATED HORIZONTAL CURVES AND SPIRALS.
15.SUPERELEVATION IS ACCOMPLISHED BY MAINTAINING TOP OF INSIDE (LOW) RAIL AT PROFILE GRADE AND BY RAISING OUTSIDE (HIGH) RAIL AN AMOUNT EQUAL TO
THE SUPERELEVATION.
16.UTILITIES SHOWN ON THE PLAN SHEETS ARE BASED ON INFORMATION RECEIVED FROM MUNICIPALITIES, AGENCIES, AND PRIVATE COMPANIES. ALL EXISTING UTILITY
LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION THROUGH POTHOLING AND FIELD SURVEY.
17.TRACKS ON PLAN AND PROFILE DRAWINGS ARE INDICATED BY CENTERLINE OF TRACK. EXCEPT WHERE INDICATED, OFFSET DISTANCES FROM TRACK TO OTHER
FACILITIES ARE MEASURED FROM CENTERLINE OF TRACK.
18.STATIONING THROUGH DIVERGING LEGS OF TURNOUTS IS MEASURED ON THE CENTERLINE OF TRACK AND ALONG THE TANGET EXTENSION LINES OF THE TURNOUT.
TRACK LENGTHS THROUGH THE TURNOUT RUN FROM THE POINT OF SWITCH (PT_SW) TO THE POINT OF INTERSECTION OF THE TURNOUT (PITO) AND ALONG THE
TANGENT OF THE TURNOUT CLOSURE CURVE TO THE END OF THE TURNOUT CURVE AND BEYOND.
19.TURNOUT HEADBLOCK TIES AND SWITCH MACHINES SHALL BE INSTALLED ON THE SIDE OF TRACK INDICATED ON THE PLANS BY THE TRIANGLE SWITCH TARGET
SYMBOL.
20.THE TOP OF RAIL ELEVATIONS OF THE EASTBOUND TRACK SHALL BE EQUAL TO THE ADJACENT WESTBOUND TRACK TOP OF RAIL, EXCEPT AS NOTED. THE PROFILE
GRADE OF THE EASTBOUND TRACK IS PROJECTED RADIALLY IN CURVED SECTIONS AND PERPENDICULARLY IN TANGENT SECTIONS FROM THE PROFILE GRADE OF
WESTBOUND TRACK.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-G-0-013.dwg
24-03849
Sheet No.
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GENERAL
S-LINE EXTENSION PROJECT
SL-C-G-0-013.dwg
G0013
GENERAL NOTES
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
S
M
C
C
L
E
L
L
A
N
D
S
T
R
E
E
T
SUGARMONT DRIVE
SIMP
S
O
N
A
V
E
SIM
P
S
O
N
A
V
E
SIMPSON AVE
HIG
H
L
A
N
D
D
R
I
V
E
S
1
1
0
0
E
A
S
T
S
T
R
E
E
T
SUGARMONT DRIVE
HIG
H
L
A
N
D
D
R
I
V
E
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
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S-LINE EXTENSION PROJECT
SL-C-K-0-001.dwg
K0001
TRACK KEY MAP
S. JOSHI
S. JOSHI
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
PROPOSED SUGAR HOUSE
STATION PLATFORM
K1201
K1202
SALT LAKE CITY
K1203
EXISTING FAIRMONT
STATION
POINT LATITUDE (N)LONGITUDE (W)NORTHING EASTING ELEVATION DESCRIPTION
101 40°43'18.87267"111°51'34.59132"7431908.164 1540734.983 4360.771'1.5" BC MON
102 40°43'21.49277"111°51'55.24684"7432179.826 1539145.332 4333.117'3.5" BC MON
103 40°43'21.43367"111°51'38.11544"7432168.490 1540464.627 4356.140'1.5" BC MON
104 40°43'23.87051"111°51'32.76021"7432143.495 1540878.033 4364.330'1.5" BC MON
105 40°43'18.87060"111°51'30.35942"7431906.647 1541060.892 4370.235'1.5" BC MON
500R 40°43'21.25256"111°51'37.88085"7432150.084 1540482.619 4357.911'REDCON SCRIBE
501R 40°43'21.14992"111°51'42.87099"7432141.247 1540098.277 4351.920'REDCON SCRIBE
502R 40°43'18.60183"111°51'29.64744"7431879.859 1541115.617 4374.707'REDCON R/C
503R 40°43'22.33323"111°51'31.18303"7432257.400 1540998.869 4369.340'REDCON MAG NAIL
101
102 103
104
105
500R
502R
503R
501R
S McCLELLAND STREET
SUGARMONT DRIVE
SIM
P
S
O
N
A
V
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SIMPSON AVE
HIG
H
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A
N
D
D
R
I
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E
S 1100 EAST STREET
S 900 E
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-R-0-201.dwg
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S-LINE EXTENSION PROJECT
SL-C-R-0-201.dwg
R0201
SURVEY CONTROL DATA
S. JOSHI
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
PROJECT CONTROL (SPC)
HORIZONTAL AND VERTICAL DATA WAS COLLECTED BY GPS AND CONVENTIONAL METHODS REFERENCING UTAH'S TURN GPS (VRS)
NETWORK. MAP SCALING PARAMETERS ARE DEFINED AS FOLLOWS:
PROJECT DATUM =NORTH AMERICAN DATUM OF 1983 (N.A.D. 83)
VERTICAL DATUM =N.A.V.D. 88 (REFERENCING GEOID MODEL 18)
COORDINATE SYSTEM =U.S. STATE PLANE 1983, UTAH CENTRAL ZONE (4302) PROJECTED TO GROUND COORDINATES.
UNITS =US SURVEY FOOT
FALSE NORTHING =0000.00
FALSE EASTING =0000.00
GROUND SCALE FACTOR =1.0001871262
ELIPSOID HEIGHT =4312.98'
SCALING LATITUDE =N 40°43'18.87249"
SCALING LONGITUDE =W 111°51'34.59096
SURVEY CONTROL COORDINATES WERE OBTAINED USING STANDARD RTK (RVS) OBSERVATION METHODS.
CONTROL POINTS ARE SUBJECT TO THE EFFECTS OF SURFACE ACTIVITY AND SEASONAL MOVEMENTS. POINTS MAY BE SUBJECT
TO INTENTIONAL OR UNINTENTIONAL DAMAGE OR REMOVAL. CONTROL POINT POSITIONS SHOULD BE FIELD VERIFIED PRIOR TO
ANY SUBSEQUENT SURVEY OR CONSTRUCTION ACTIVITIES.
TOPOGRAPHIC SURVEY
TAX ID NO: (REFER TO RECORD OF SURVEY)
LYING WITHIN THE SOUTHEAST QUARTER (SE 1 4) OF SECTION 17,
TOWNSHIP 1 SOUTH, RANGE 1 EAST, SALT LAKE BASE AND MERIDIAN
HORIZ SCALE IN FEET
050 100100 200
(1" = 100')
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-4-201.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-K-4-201.dwg
K4201
TRACK TYPICAL SECTIONS
SHEET 1 OF 4
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
1/4"=1'-0"
01-16-26
115 RE RAIL IN RUBBER BOOT, TYP.
CONCRETE TRACK SLAB, SEE NOTE 10, TYP.
℄
EB
TRACK
℄
WB
TRACK
6" MIN. ASPHALT ROADWAY, TYP.
SEE NOTE 4
6" MIN. AGGREGATE BASE, TYP.
SEE NOTE 4
EXISTING CONCRETE
CURB AND GUTTER
EXISTING
SIDEWALK
ROADWAY
CENTERLINE
SEE NOTE 5
OCS POLE
OCS FOUNDATION
3'-6"
(TYP)
13'-0"
3'-6"
(TYP)
6'-0"
10'-0" (MIN)
VARIES (SEE NOTE 9)
20'-0" (MIN)
VARIES (SEE NOTE 9)
2'-6"
7'-6"
MODIFIED TYPE B
CURB AND GUTTER
SEE NOTE 2
1'-10"
PROPOSED PLAZA AREA TRACK TYP. SECTION
WB STA 202+92.17 TO WB STA 205+50.00
PROPOSED EXCLUSIVE TRACK TYP. SECTION
WB STA 205+50.00 TO WB STA 208+72.00
NOTES:
1.SEE DWG NO. C3011 FOR GUIDEWAY CURB DETAILS.
2.SEE DWG NO. C3011 FOR CONCRETE CURB AND GUTTER DETAILS.
3.IN APARTMENT PLAZA AREA, CONCRETE SHALL BE REMOVED TO THE NEAREST
CONTRACTION JOINT. MATCH EXISTING CONCRETE AND BASE COURSE. SEE DRAWING
C4001 FOR DETAILS.
4.SEE ROADWAY SHEETS FOR PAVEMENT RECONSTRUCTION LIMITS AND CROWN DETAILS.
5.FINAL LIFT OF AC PAVEMENT TO BE DELAYED UNTIL AFTER MAINTENANCE-OF-TRAFFIC
STRIPING IS REMOVED.
6.PROVIDE A 6" WIDE BREAK IN THE GUIDEWAY CURB AT STA 203+84 WB TO ALLOW
SIDEWALK DRAINAGE TO ACCESS TRACK AREA DRAIN.
7.BETWEEN STA 205+42.10 TO STA 205+83.50 DISCONTINUE BOLLARD, CABLE, AND CURB. SEE
DWG NO. K1201 FOR MORE DETAILS.
8.PROVIDE FULL DEPTH INFILL CONCRETE TO BOTTOM OF TRACK SLAB. SEE DWG NO. C3007.
9.SEE DRAWINGS T1201 AND T1202 FOR TRAFFIC LANE DETAILS.
10.SEE DWG NO. K3002 FOR TYPICAL TRACK SLAB DETAILS.
11.SEE DRAWINGS C1201 AND C1202 FOR SIDEWALK PLAN AND PROFILE.
3' BOLLARD AND
CABLE @ 6' OC
SEE NOTE 7
APWA TYPE Q CURB, 10" BASE WIDTH, 8"
GRADED AGGREGATE BASE COURSE, TYP.
SEE NOTE 1
3' BOLLARD AND
CABLE @ 6' OC, TYP.
SEE NOTE 7
℄
EB
TRACK
℄
WB
TRACK
OCS POLE
13'-0"
3'-6"
(TYP)
6'-0"
2'-6"
9'-2"
5'-8"
ROADWAY CENTERLINE
SEE NOTE 5
115 RE RAIL IN RUBBER BOOT, TYP.
CONCRETE TRACK SLAB, SEE NOTE 10, TYP.OCS FOUNDATION
MATCH EXISTING GRADE
APWA TYPE Q CURB, 10" BASE WIDTH, 8"
GRADED AGGREGATE BASE COURSE, TYP.
SEE NOTES 1, 6, & 7
AGGREGATE OR SLURRY
BASE TO BOTTOM OF
TRACK SLAB, TYP.
0'-8"
(TYP)
EXISTING CONCRETE
CURB AND GUTTER
0' - 10'-8"
VARIES
2'-6"
13'-0" (MAX)
VARIES (SEE NOTE 9)
11'-0" (MAX)
VARIES (SEE NOTE 9)
13'-0" (MAX)
VARIES (SEE NOTE 9)
6" MIN. ASPHALT ROADWAY, TYP.
SEE NOTE 4
6" MIN. AGGREGATE BASE, TYP.
SEE NOTE 4
CONCRETE CURB AND
GUTTER, TYPE B, 3" MIN.
AGGREGATE BASE COURSE
SEE NOTE 2
2'-2"
6'-6"
SEE NOTE 3
VARIES VARIES
VARIES
6" CONCRETE INFILL, TYP.
4" CONCRETE SIDEWALK
SEE NOTE 11
LANDSCAPE BUFFER
BY OTHERS
1'
-
3
"
(T
Y
P
)
1'
-
3
"
(T
Y
P
)
6'-0"
2'-2"
COMPACTED AND PREPARED
SUBGRADE, TYP.
COMPACTED AND PREPARED
SUBGRADE, TYP.
AGGREGATE OR SLURRY
BASE TO BOTTOM OF
TRACK SLAB, TYP.
0'
-
8
"
0'
-
8
"
0'
-
9
"
3'-6"
(TYP)0'
-
8
"
VARIES
3'-0"
(TYP)
0'-8"
(TYP)
3'-0"
(TYP)
3'-0"
6" CONCRETE
INFILL, TYP.
SEE NOTE 8
HARDSCAPING
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-4-202.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-K-4-202.dwg
K4202
TRACK TYPICAL SECTIONS
SHEET 2 OF 4
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
1/4"=1'-0"
01-16-26
115 RE RAIL IN RUBBER BOOT, TYP.
CONCRETE TRACK SLAB
SEE NOTE 5, TYP.
COMPACTED AND PREPARED
SUBGRADE, TYP.
℄
EB
TRACK
℄
WB
TRACK
6" MIN. ASPHALT ROADWAY
SEE NOTES 2 & 3
CONCRETE CURB AND GUTTER, TYPE A, 3"
MIN. AGGREGATE BASE COURSE
SEE NOTE 1
4" CONCRETE
SIDEWALK
SEE NOTE 6
THROUGH LANE
SHARED USE
EXISTING STREET
PARKING TO BE
REMOVED
OCS POLE, TYP.
OCS FOUNDATION, TYP.
11'-0" (SEE NOTE 4)11'-0" (SEE NOTE 4)
THROUGH LANE
11'-0" (SEE NOTE 4)
LEFT TURN LANE
SHARED USE
2'-0"2'-6"
7'-0"4'-0"
3'-6"
(TYP)
3'-6"
(TYP)
PROPOSED SHARED USE TRACK TYP. SECTION
WB STA 208+72.00 TO WB STA 211+94.07
4'-6"6'-6"
115 RE RAIL IN RUBBER BOOT, TYP.
CONCRETE TRACK SLAB
SEE NOTE 5, TYP.
COMPACTED AND PREPARED
SUBGRADE, TYP.
℄
EB
TRACK
℄
WB
TRACK
ASPHALT ROADWAY, TYP.
SEE NOTE 2
AGGREGATE BASE, TYP.
SEE NOTE 2
HIGHLAND DRIVE
SEE NOTE 3
3'-6"
(TYP)
3'-6"
(TYP)
HIGHLAND INTERSECTION TRACK TYP. SECTION
WB 211+94.07 TO WB STA 212+92.38
22'-3" (MAX)
VARIES HIGHLAND DRIVE
SEE NOTE 3
15'-3" (MAX)
VARIES
3' BOLLARD
AND CABLE
@ 6' OC
7'-0"
0'-6"
NOTES:
1.SEE DWG NO. C3011 FOR CONCRETE CURB AND GUTTER DETAILS.
2.SEE ROADWAY SHEETS FOR PAVEMENT RECONSTRUCTION LIMITS.
3.FINAL LIFT OF AC PAVEMENT TO BE DELAYED UNTIL AFTER MAINTENANCE-OF-TRAFFIC
STRIPING IS REMOVED.
4.SEE DRAWINGS T1202 AND T1203 FOR TRAFFIC LANE DETAILS.
5.SEE DWG NO. K3002 FOR TYPICAL TRACK SLAB DETAILS.
6.SEE DRAWINGS C1201 AND C1202 FOR SIDEWALK PLAN AND PROFILE.
VARIESVARIES
VARIES
2'-6"
2'-6"
(TYP)
FULL DEPTH CONCRETE
INFILL, TYP.
1'
-
3
"
(T
Y
P
)
1'
-
3
"
(T
Y
P
)
1%
6" MIN. AGGREGATE BASE, TYP.
SEE NOTE 2
EXISTING CONCRETE
CURB AND GUTTER
FULL DEPTH CONCRETE
INFILL, TYP.
NO CROWN,
TYP.
NO CROWN,
TYP.
HARDSCAPING
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-4-203.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-K-4-203.dwg
K4203
TRACK TYPICAL SECTIONS
SHEET 3 OF 4
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
1/4"=1'-0"
01-16-26
23'-0"
5'-7"
4'-0"
1'
-
0
"
(T
Y
P
)
1'-0"
(TYP)
CONCRETE TRACK SLAB
SEE NOTE 4, TYP.
COMPACTED AND PREPARED
SUBGRADE, TYP.OCS FOUNDATION, TYP.
6" CONCRETE
INFILL, TYP.
WALL, TYP.
SEE NOTE 3
PROPOSED CONCRETE CURB AND GUTTER, TYPE
A - 24", 3" MIN. AGGREGATE BASE COURSE, TYP.
SEE NOTE 2
VA
R
I
E
S
(S
E
E
N
O
T
E
7
)
VA
R
I
E
S
(S
E
E
N
O
T
E
7
)
TOP OF RAIL, TYP.
PEDESTRIAN SIDEWALK
PROPOSED TRACK WEST OF PLATFORM TYP. SECTION
WB STA 214+77.76 TO WB STA 215+05.18
3' METAL RAILING
SEE DWG C3014,
TYP.
TYPE Q CURB, 8" TOP WIDTH, 8" GRADED
AGGREGATE BASE COURSE, TYP.
SEE NOTE 1
3'-6"
(TYP)
6'-8"
NOTES:
1.SEE DWG NO. C3011 FOR GUIDEWAY CURB DETAILS.
2.SEE DWG NO. C3011 FOR CONCRETE CURB AND GUTTER DETAILS.
3.SEE DRAWINGS W1201 AND W1202 FOR RETAINING WALL LIMITS.
4.SEE DWG NO. K3002 FOR TYPICAL TRACK SLAB DETAILS. SEE DWG NO. K3003 FOR
EXTENDED TRACK SLAB AT PLATFORM DETAIL.
5.SEE DRAWINGS K3019 AND K3020 FOR DETAILS.
6.FASTENER HARDWARE, DETAILS, SPACING, AND PLACEMENT TO MATCH SPECIAL
TRACKWORK SHOP DRAWINGS PROVIDED BY MANUFACTURER.
7.SEE DRAWINGS W1201, W1202, AND W3001 FOR WALL PLAN, PROFILE, AND DETAILS.
8.SEE DRAWINGS P4201 AND P4202 FOR DETAILS.
0'-10"
3' BOLLARD AND CABLE @ 6' OC
PROPOSED CONCRETE CURB AND GUTTER, TYPE
A - 24", 3" MIN. AGGREGATE BASE COURSE, TYP.
SEE NOTE 2
3' METAL RAILING
SEE DWG C3014,
TYP.
5'-0"0'-8"4'-6"
23'-0"
VARIES VARIES VARIES
5'-9"0'-8"
0'
-
1
1
"
T
Y
P
.
(S
E
E
N
O
T
E
5
)
1'
-
0
"
(T
Y
P
)
1'-0"
(TYP)
WALL, TYP.
SEE NOTE 3
SPECIAL TRACKWORK
DF FASTENER, TYP.
SEE NOTE 6
℄
WB TRACK
℄
CROSSOVER TRACK
℄
EB TRACK
℄
CROSSOVER TRACK
PEDESTRIAN SIDEWALKTOP OF RAIL, TYP.
CONCRETE TRACK SLAB, TYP.
SEE NOTE 5
VA
R
I
E
S
(S
E
E
N
O
T
E
7
)
VA
R
I
E
S
(S
E
E
N
O
T
E
7
)
5'-7 1/2"
NO. 6 DIRECT FIXATION DOUBLE CROSSOVER TYP. SECTION
WB STA 212+93.05 TO WB STA 214+77.76
115 RE RAIL, TYP.
5'-7 1/2"
1'-6"3'-2 1/2"2'-6"
115 RE RAIL IN
RUBBER BOOT, TYP.
OCS POLE
OCS POLE, TYP.
OCS FOUNDATION 3' BOLLARD AND CABLE @ 6' OCCOMPACTED AND
PREPARED SUBGRADE,
TYP.
℄
WB TRACK
℄
EB TRACK
1'
-
3
"
(T
Y
P
)
4" AGGREGATE BASE
4" AGGREGATE BASE
AGGREGATE OR SLURRY
BASE TO BOTTOM OF
TRACK SLAB, TYP.
0'
-
6
"
0'
-
6
"
1%1%
5'-7 1/2" (MAX)
VARIES
PROPOSED CONCRETE CURB AND GUTTER,
TYPE A - 24", 3" MIN. AGGREGATE BASE COURSE
SEE NOTE 2
2:1 SLOPE
1%1%
1%
4'-0"
4'-6 3/4" MAX
SEE NOTE 4
(TYP)
4'-0"
FULL DEPTH CONCRETE
INFILL, TYP.
CONCRETE STEM WALL, TYP.
4" AGGREGATE BASE
PEDESTRIAN SIDEWALK
4" AGGREGATE BASE
CONCRETE STEM WALL, TYP.
TYPE Q CURB, 10" BASE WIDTH,
8" GRADED AGGREGATE BASE
COURSE, TYP.
SEE NOTE 1
0'-8"
WB STA 213+16.00 TO WB STA 214+60.00
4" AGGREGATE BASE
CONCRETE STEM
WALL, TYP.
PROPOSED CONCRETE CURB AND GUTTER,
TYPE A - 24", 3" MIN. AGGREGATE BASE COURSE
SEE NOTE 2
2:1 SLOPE 5'-0"0'-8"
TYPE Q CURB, 10" BASE WIDTH, 8" GRADED
AGGREGATE BASE COURSE, TYP.
SEE NOTE 1
WB STA 213+13.00 TO WB STA 213+60.00
MAINTENANCE WALKWAY
6" CONCRETE INFILL
MAINTENANCE WALKWAY
6" CONCRETE INFILL
MAINTENANCE WALKWAY
6" CONCRETE INFILL
4" AGGREGATE BASE
0'
-
6
"
3' BOLLARD AND
CABLE @ 6' OC
1%
0'
-
8
"
0'
-
8
"
0'
-
8
"
0'-8"
1'
-
0
"
(T
Y
P
)
1'
-
0
"
(T
Y
P
)
NO CROWN, TYP.
EXPANSION JOINT, SEE DETAIL
A ON DWG K3002, TYP.
EXPANSION JOINT,
SEE DETAIL A ON
DWG K3002, TYP.
TOP OF RAMP
SEE NOTE 8
0"
T
O
8
"
VA
R
I
E
S
HANDRAIL SEE
DWG C3005,
TYP.
0'-3 3/4"
(TYP)
10'-6"
1%1%1%
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-4-204.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-4-204.dwg
K4204
TRACK TYPICAL SECTIONS
SHEET 4 OF 4
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
1/4"=1'-0"
01-16-26
13'-10 1/2"
23'-0"
5'-7"
4'-0"
1'
-
0
"
(T
Y
P
)
1'-0"
(TYP)
CONCRETE TRACK SLAB
SEE NOTE 6, TYP.
COMPACTED AND PREPARED
SUBGRADE, TYP.
OCS FOUNDATION, TYP.
6" CONCRETE
INFILL, TYP.
WALL, TYP.
SEE NOTE 3
PROPOSED CONCRETE CURB
AND GUTTER, TYPE A - 24", 3" MIN.
AGGREGATE BASE COURSE, TYP.
SEE NOTE 2
0'
-
8
"
(
T
Y
P
)
VA
R
I
E
S
(S
E
E
N
O
T
E
4
)
VA
R
I
E
S
(S
E
E
N
O
T
E
4
)
4'-6 3/4"
(TYP)
TOP OF RAIL, TYP.
PEDESTRIAN SIDEWALK
PROPOSED TRACK AND PLATFORM TYP. SECTION
WB STA 215+05.18 TO WB STA 215+84.18
3' METAL RAILING
SEE DWG C3014,
TYP.
TYPE Q CURB, 8" TOP WIDTH, 8" GRADED
AGGREGATE BASE COURSE, TYP.
SEE NOTE 1
3'-6"
(TYP)
6'-8"
0'-10"
3' BOLLARD AND CABLE @ 6' OC
5'-7 1/2"
1'-6"
3'-2 1/2"2'-6"
115 RE RAIL IN
RUBBER BOOT, TYP.
OCS POLE, TYP.
℄
WB TRACK
℄
EB TRACK
1'
-
3
"
(T
Y
P
)
AGGREGATE OR SLURRY
BASE TO BOTTOM OF
TRACK SLAB, TYP.
0'
-
6
"
PROPOSED CONCRETE CURB
AND GUTTER, TYPE A - 24", 3" MIN.
AGGREGATE BASE COURSE, TYP.
SEE NOTE 2
4" AGGREGATE
BASE, TYP.
PROPOSED
SIGNAL HOUSE
PROPOSED PCC
CABINET
4'-0"
1%1%
1%
WB STA 215+31.00 TO WB STA 215+81.00
NOTES:
1.SEE DWG NO. C3011 FOR GUIDEWAY CURB DETAILS.
2.SEE DWG NO. C3011 FOR CONCRETE CURB AND GUTTER DETAILS.
3.SEE DRAWINGS W1201 AND W1202 FOR RETAINING WALL LIMITS.
4.SEE DRAWINGS W1201, W1202, AND W3001 FOR WALL PLAN, PROFILE, AND DETAILS.
5.SEE DRAWINGS P4201 AND P4202 FOR DETAILS.
6.SEE DWG NO. K3002 FOR TYPICAL TRACK SLAB DETAILS. SEE DWG NO. K3003 FOR EXTENDED
TRACK SLAB AT PLATFORM DETAIL.
PEDESTRIAN SIDEWALK
3' METAL RAILING
SEE DWG C3014,
TYP.
WALL, TYP.
SEE NOTE 3
6'-8"3'-1"4'-11"
2'-0 1/2"
VARIES
5'-0"1'-0"3'-0"
PROPOSED LANDSCAPING
0'
-
6
"
MAINTENANCE WALKWAY
6" CONCRETE INFILL
℄
STATION PLATFORM
MAINTENANCE WALKWAY
6" CONCRETE INFILL
4" AGGREGATE BASE
4" AGGREGATE BASE
0'
-
8
"
1'
-
0
"
(T
Y
P
)
1'
-
0
"
(T
Y
P
)
VA
R
I
E
S
(S
E
E
N
O
T
E
4
)
1%
EXPANSION JOINT, SEE DETAIL
A ON DWG K3002, TYP.
EXPANSION JOINT, SEE DETAIL
A ON DWG K3002, TYP.
SEE NOTE 5
1%1%
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-6-201.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-6-201.dwg
K6201
HORIZONTAL ALIGNMENT DATA
S. JOSHI
S. JOSHI
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
EXTENSION - WB TRACK
CURVE / XO / TO
NUMBER DESCRIPTION STATION DEGREE OF CURVE
(ARC)RADIUS (FT)Lc (FT)Ls IN (FT)Ls OUT (FT)Eq (IN)Ea (IN)Eu (IN)DESIGN
V (MPH)CURVE DELTA NORTHING EASTING TANGENT
LENGTH (FT)BEARING
POB 202+92.17 7432222.415 1540210.550
20.88 S 89° 30' 24" E
TS 203+13.05 7432222.235 1540231.431
SC 203+44.05 7432221.648 1540262.424
C240 PI 205+28.47 11°27'33"500.00 349.31 31.00 31.00 1.78 0.00 1.78 15 40° 01' 41" RT 7432220.381 1540446.841
CS 206+93.36 7432091.871 1540579.114
ST 207+24.36 7432070.540 1540601.607
140.96 S 45° 55' 35" E
TS 208+65.33 7431972.488 1540702.882
SC 208+96.33 7431951.619 1540725.791
C250 PI 209+49.29 33°42'12"170.00 99.01 31.00 31.00 2.33 0.00 2.33 10 33° 22' 09" LT 7431914.087 1540763.203
CS 209+95.34 7431914.792 1540816.192
ST 210+26.34 7431913.712 1540847.162
557.84 S 89° 44' 37" E
PS 212+95.63 7431912.507 1541116.456
X130 S 89° 44' 37" E
PITO 213+16.88 7431912.412 1541137.706
137.05 S 89° 44' 37" E
PITO 214+53.93 7431911.799 1541274.747
X140 S 89° 44' 37" E
PS 214+75.18 7431911.704 1541295.997
109.00 S 89° 44' 37" E
POE 215+84.18 7431911.216 1541404.996
EXTENSION - EB TRACK
CURVE / XO / TO
NUMBER DESCRIPTION STATION DEGREE OF CURVE
(ARC)RADIUS (FT)Lc (FT)Ls IN (FT)Ls OUT (FT)Eq (IN)Ea (IN)Eu (IN)DESIGN
V (MPH)CURVE DELTA NORTHING EASTING TANGENT
LENGTH (FT)BEARING
POB 202+92.88 7432209.415 1540210.438
20.88 S 89° 30' 24" E
TS 203+13.76 7432209.236 1540231.318
SC 203+44.76 7432208.640 1540262.311
S240 PI 205+23.98 11°45'54"487.00 339.42 31.00 31.00 1.83 0.00 1.83 15 7432207.426 1540441.532
CS 206+84.18 7432082.524 1540570.067
ST 207+15.18 7432061.200 1540592.565
138.80 S 45° 55' 35" E
TS 208+53.99 7431964.651 1540692.288
SC 208+84.99 7431943.732 1540715.152
S250 PI 209+43.17 31°18'33"183.00 108.95 31.00 31.00 2.16 0.00 2.16 10 7431902.618 1540756.360
CS 209+93.94 7431903.232 1540814.567
ST 210+24.94 7431902.219 1540845.541
169.30 S 89° 44' 37" E
PC 211+94.24 7431901.461 1541014.843
S260 PI 212+08.91 38°11'50"150.00 29.25 0.00 0.00 2.64 0.00 2.64 10 7431901.396 1541029.516
PT 212+23.49 7431898.488 1541043.897
30.00 S 78° 34' 12" E
PC 212+53.49 7431892.543 1541073.302
S270 PI 212+68.17 38°11'50"150.00 29.25 0.00 0.00 2.64 0.00 2.64 10 7431889.635 1541087.684
PT 212+82.75 7431889.57 1541102.357
13.99 S 89° 44' 37" E
PS 212+96.74 7431889.507 1541116.353
X140 S 89° 44' 37" E
PITO 213+17.99 7431889.412 1541137.603
137.05 S 89° 44' 37" E
PITO 214+55.04 7431888.799 1541274.644
X130 S 89° 44' 37" E
PS 214+76.29 7431888.704 1541295.894
109.00 S 89° 44' 37" E
POE 215+85.29 7431888.216 1541404.893
S
M
C
C
L
E
L
L
A
N
D
S
T
R
E
E
T
SUGARMO
N
T
D
R
I
V
E
SIMPSO
N
A
V
E
SUGARMO
N
T
D
R
I
V
E
STOP
STOP
STOP
STOP
S240
C240
L
201+80
202+00
203+00
204+00
205+00
206+0
0
203+00
204+00
205+00
206+0
0
PO
B
=
W
B
2
0
2
+
9
2
.
1
7
TS
=
W
B
2
0
3
+
1
3
.
0
5
SC
=
W
B
2
0
3
+
4
4
.
0
5
BE
G
I
N
B
O
L
L
A
R
D
S
WB
2
0
3
+
7
2
.
3
8
TS
=
E
B
2
0
3
+
1
3
.
7
6
CS
=
E
B
2
0
6
+
8
4
.
1
8
SC
=
E
B
2
0
3
+
4
4
.
7
6
PO
B
=
E
B
2
0
2
+
9
2
.
8
8
EB
T
R
A
C
K
L
U
B
R
I
C
A
T
O
R
2
0
3
+
7
5
.
0
0
4350
4355
4360
4365
4370
4375
4350
4355
4360
4365
4370
4375
201+50
43
5
2
.
7
202+00
43
5
3
.
1
43
5
3
.
5
43
5
3
.
8
43
5
4
.
1
9
43
5
4
.
2
203+00
43
5
4
.
4
3
43
5
4
.
2
43
5
4
.
5
9
43
5
4
.
1
43
5
4
.
7
5
43
5
4
.
7
43
5
5
.
2
4
43
5
5
.
3
204+00
43
5
5
.
8
3
43
5
5
.
9
43
5
6
.
4
0
43
5
6
.
6
43
5
6
.
7
9
43
5
7
.
0
43
5
6
.
9
7
43
5
7
.
3
205+00
43
5
7
.
1
0
43
5
7
.
6
43
5
7
.
2
4
43
5
7
.
9
43
5
7
.
3
7
43
5
7
.
7
43
5
7
.
5
1
43
5
8
.
8
206+00
43
5
7
.
6
4
43
5
8
.
1
43
5
7
.
7
7
43
5
8
.
3
206+50
1.486%0.609%
2.347%
0.536%
PO
B
2
0
2
+
9
2
.
1
7
EL
E
V
4
3
5
4
.
0
8
L = 20.00'
R = -0.04
PV
I
2
0
3
+
1
0
.
0
0
EL
E
V
4
3
5
4
.
3
4
PV
C
2
0
3
+
0
0
.
0
0
EL
E
V
4
3
5
4
.
1
9
PV
T
2
0
3
+
2
0
.
0
0
EL
E
V
4
3
5
4
.
4
0
L = 50.00'
R = -0.04
PV
I
2
0
4
+
6
6
.
0
0
EL
E
V
4
3
5
6
.
7
9
PV
C
2
0
4
+
4
1
.
0
0
EL
E
V
4
3
5
6
.
2
0
PV
T
2
0
4
+
9
1
.
0
0
EL
E
V
4
3
5
6
.
9
2
L = 20.00'
R = 0.09
PV
I
2
0
3
+
8
0
.
0
0
EL
E
V
4
3
5
4
.
7
7
PV
C
2
0
3
+
7
0
.
0
0
EL
E
V
4
3
5
4
.
7
1
PV
T
2
0
3
+
9
0
.
0
0
EL
E
V
4
3
5
5
.
0
0
EL
E
V
4
3
5
4
.
3
5
BE
G
I
N
X
I
N
G
2
0
3
+
1
3
.
1
4
EL
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V
4
3
5
4
.
5
5
EN
D
X
I
N
G
2
0
3
+
5
1
.
1
8
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-1-201.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-1-201.dwg
K1201
TRACK PLAN AND PROFILE
WB STA 201+80.27 TO WB STA 206+50
S. JOSHI
S. JOSHI
A. DIGIROLAMO
A. DIGIROLAMO
H: 1" = 20' V: 1" = 5'
01-16-26
CURVE DATA - WB TRACK
ID NO.R (FT)D (ARC)V (MPH)Ea (IN)Eu (IN)Ls (FT)Lc (FT)
C240 500 11°27'33"15 0.00 1.78 31.00 349.31
MA
T
C
H
L
I
N
E
:
S
T
A
2
0
6
+
5
0
SE
E
D
W
G
K
1
2
0
2
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
WB TRACK ℄
EB TRACK ℄
WB TRACK
TOP OF RAIL
EXISTING GROUND AT WB TRACK
CENTERLINE
PROPOSED EDGE OF
GUIDEWAY CURB
EXISTING CURB
MCCLELLAND
ST CROSSING
PROPOSED OCS
FOUNDATION (TYP)
RELOCATE EXISTING BUMPING
POSTS TO THE END OF LINE.
SEE DRAWING K1203
WB TRACK
TOP OF RAIL ELEVATION (TYP)
PROPOSED CURB
AND GUTTER
EXISTING GROUND
ELEVATION (TYP)
CURVE DATA - EB TRACK
ID NO.R (FT)D (ARC)V (MPH)Ea (IN)Eu (IN)Ls (FT)Lc (FT)
S240 487 11°45'54"15 0.00 1.83 31.00 339.42
SIMPSON AVE ℄
13
'
VA
R
I
E
S
BOLLARD AND
CABLE (TYP)
6' SIDEWALK
NOTES:
1.SEE DRAWING G0013 NOTE 20 FOR EB PROFILE INFORMATION.
2.SEE DRAWINGS D1201-D1203 FOR DRAINAGE PLAN AND PROFILES.
3.SEE DRAWING C1204 FOR McCLELLAND ST CROSSING PLAN AND
PROFILE.
TRACK DRAIN (TYP)
SEE NOTE 2
AREA DRAIN (TYP)
SEE NOTE 2
EXISTING FAIRMONT STATION
6" WIDE BREAK IN GUIDEWAY CURB
TO ALLOW DRAINAGE TO INLET
DOUBLE SWING
GATE (SEE SHEET
C1007 AND C3010)
SIMPSON
A
V
E
SIMP
S
O
N
A
V
E
S 1
1
0
0
E
A
S
T
S
T
R
E
E
T
SUGA
R
M
O
N
T
D
R
I
V
E
S250
L
L
L
C250
207+00
208+00
209+00
210+0
0
211+
0
0
207+00
208+00
209+00
210+0
0
211+
0
0
212+00
WB
T
R
A
C
K
L
U
B
R
I
C
A
T
O
R
WB
2
0
7
+
2
5
.
0
0
TS
=
W
B
2
0
8
+
6
5
.
3
3
ST
=
W
B
2
0
7
+
2
4
.
3
6
ST
=
W
B
2
1
0
+
2
6
.
3
4
CS
=
W
B
2
0
6
+
9
3
.
3
6
CS
=
W
B
2
0
9
+
9
5
.
3
4
SC
=
W
B
2
0
8
+
9
6
.
3
3
EN
D
B
O
L
L
A
R
D
S
BE
G
I
N
P
E
D
X
I
N
G
WB
2
0
8
+
7
2
.
1
4
EN
D
P
E
D
X
I
N
G
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9
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5
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2
4
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3
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4
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.
0
0
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A
T
O
R
WB
2
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0
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9
.
0
0
BE
G
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9
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207+00
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43
5
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.
4
2
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43
5
9
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4
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43
6
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6
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209+00
43
6
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6
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3
4
43
6
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43
6
7
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1
7
43
6
7
.
5
43
6
8
.
0
0
43
6
8
.
3
211+50
2.559%
2.108%
L = 30.00'
R = 0.02
PV
I
2
0
9
+
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0
.
0
0
EL
E
V
4
3
6
1
.
0
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2
0
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5
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3
6
0
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6
8
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T
2
0
9
+
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5
.
0
0
EL
E
V
4
3
6
1
.
3
8
L = 20.00'
R = 0.04
PV
I
2
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0
+
7
0
.
0
0
EL
E
V
4
3
6
5
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0
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0
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0
0
EL
E
V
4
3
6
5
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6
8
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R = 0.04
PV
I
2
0
7
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0
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0
0
EL
E
V
4
3
5
8
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6
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T
2
0
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0
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0
0
EL
E
V
4
3
5
8
.
8
9
0.536%
3.314%
EL
E
V
4
3
6
0
.
4
1
BE
G
I
N
P
E
D
X
I
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0
8
+
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2
.
2
5
EL
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V
4
3
6
0
.
6
3
EN
D
P
E
D
X
I
N
G
2
0
8
+
8
2
.
2
5
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-1-202.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-1-202.dwg
MA
T
C
H
L
I
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:
S
T
A
2
0
6
+
5
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SE
E
D
W
G
K
1
2
0
1
CURVE DATA - WB TRACK
ID NO.R (FT)D (ARC)V (MPH)Ea (IN)Eu (IN)Ls (FT)Lc (FT)
C250 170 33°42'12"10 0.00 2.33 31.00 99.01
K1202
TRACK PLAN AND PROFILE
WB STA 206+50 TO WB STA 211+50
S. JOSHI
S. JOSHI
A. DIGIROLAMO
A. DIGIROLAMO
H: 1" = 20' V: 1" = 5'
01-16-26
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
CURVE DATA - EB TRACK
ID NO.R (FT)D (ARC)V (MPH)Ea (IN)Eu (IN)Ls (FT)Lc (FT)
S250 183 31°18'33"10 0.00 2.16 31.00 108.95 MA
T
C
H
L
I
N
E
:
S
T
A
2
1
1
+
5
0
SE
E
D
W
G
K
1
2
0
3
WB TRACK ℄
EB TRACK ℄
WB TRACK
TOP OF RAIL
EXISTING GROUND
AT WB TRACK
CENTERLINE
PROPOSED OCS
FOUNDATION (TYP)
WB TRACK
TOP OF RAIL ELEVATION (TYP)
PROPOSED CURB
AND GUTTER
EXISTING GROUND
ELEVATION (TYP)
PROPOSED EDGE OF
GUIDEWAY CURB
SIMPSON AVE ℄
13
'
VA
R
I
E
S
11
.
5
0
'
6' SIDEWALK
PROPOSED
PEDESTRIAN
CROSSING
SEE NOTE 3
BOLLARD AND
CABLE (TYP)
TO BE CONSTRUCTED BY
ERMA'S AT FAIRMONT
TRACK DRAIN (TYP)
SEE NOTE 2
AREA DRAIN (TYP)
SEE NOTE 2
NOTES:
1.SEE DRAWING G0013 NOTE 20 FOR EB PROFILE INFORMATION.
2.SEE DRAWINGS D1201-D1203 FOR DRAINAGE PLAN AND PROFILES.
3.SEE DRAWING C3003 FOR PEDESTRIAN CROSSING DETAILS.
4.SEE DRAWING T1202 FOR BLANKOUT SIGN LOCATION AND DETAILS.
CONCRETE SCORING
SEE NOTE 4
HIG
H
L
A
N
D
D
R
I
V
E
STOP
S260
S270
212+00
213+00 214+00 215+00
212+00
213+00 214+00 215+00
PS
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6
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/
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WB
2
1
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+
9
5
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3
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2
1
4
+
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3
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5
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8
BE
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+
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1
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5
+
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5
.
1
8
PO
E
=
W
B
2
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4
.
1
8
EN
D
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M
B
E
D
D
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D
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WB
2
1
2
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3
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0
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4
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3
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9
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2
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+
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PT
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2
1
2
+
8
2
.
7
5
PS
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6
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2
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7
4
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2
1
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9
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2
1
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5
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0
4
PS
N
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6
T
/
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EB
2
1
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6
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2
9
PO
E
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2
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5
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8
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.
2
9
EN
D
E
M
B
E
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D
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D
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D
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EB
2
1
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1
6
EN
D
D
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D
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2
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8
7
BE
G
I
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E
X
C
L
U
S
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V
E
TR
A
C
K
WB
2
1
2
+
8
0
.
3
7
BE
G
I
N
E
X
C
L
U
S
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V
E
TR
A
C
K
2
1
2
+
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9
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6
0
EN
D
P
E
D
X
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N
G
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2
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4
+
8
8
.
4
2
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G
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N
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2
1
4
+
7
8
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4
2
BE
G
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N
G
U
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D
E
W
A
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C
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R
B
WB
2
1
3
+
0
9
.
4
6
EN
D
G
U
I
D
E
W
A
Y
C
U
R
B
WB
2
1
3
+
6
0
.
0
0
BE
G
I
N
G
U
I
D
E
W
A
Y
C
U
R
B
EB
2
1
3
+
0
6
.
1
2
EN
D
G
U
I
D
E
W
A
Y
C
U
R
B
EB
2
1
4
+
6
1
.
1
1
4365
4370
4375
4380
4385
4390
4365
4370
4375
4380
4385
4390
43
6
8
.
0
0
43
6
8
.
3
211+50
43
6
8
.
8
3
43
6
8
.
8
43
6
9
.
6
6
43
6
9
.
4
212+00
43
7
0
.
4
8
43
7
0
.
2
43
7
1
.
1
0
43
7
0
.
9
43
7
1
.
6
0
43
7
1
.
8
43
7
2
.
1
0
213+00
43
7
2
.
6
0
43
7
3
.
1
0
43
7
4
.
8
43
7
3
.
6
0
43
7
5
.
0
43
7
4
.
1
0
43
7
5
.
5
214+00
43
7
4
.
6
0
43
7
6
.
0
43
7
5
.
1
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43
7
6
.
7
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5
.
6
0
43
7
7
.
8
43
7
6
.
1
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43
7
8
.
9
215+00
43
7
6
.
6
0
43
8
0
.
2
43
7
7
.
1
0
43
8
1
.
8
43
7
7
.
6
0
216+00 216+50
2.000%
PO
E
2
1
5
+
8
4
.
1
8
EL
E
V
4
3
7
7
.
7
9
L = 30.00'
R = -0.04
PV
I
2
1
2
+
3
4
.
0
0
EL
E
V
4
3
7
0
.
7
9
PV
C
2
1
2
+
1
9
.
0
0
EL
E
V
4
3
7
0
.
2
9
PV
T
2
1
2
+
4
9
.
0
0
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V
4
3
7
1
.
0
8
EL
E
V
4
3
7
2
.
0
2
PS
2
1
2
+
9
5
.
6
3
EL
E
V
4
3
7
5
.
6
1
PS
2
1
4
+
7
5
.
1
8
EL
E
V
4
3
7
6
.
2
1
BE
G
I
N
P
L
A
T
F
O
R
M
2
1
5
+
0
5
.
1
8
EL
E
V
4
3
7
7
.
4
1
EN
D
P
L
A
T
F
O
R
M
2
1
5
+
6
5
.
1
8
3.314%
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-1-203.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-1-203.dwg
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CURVE DATA - EB TRACK
ID NO.R (FT)D (ARC)V (MPH)Ea (IN)Eu (IN)Ls (FT)Lc (FT)
S260 150 38°11'50"10 0.00 2.64 0.00 29.25
S270 150 38°11'50"10 0.00 2.64 0.00 29.25
K1203
TRACK PLAN AND PROFILE
WB STA 211+50 TO WB STA 215+84.18
S. JOSHI
S. JOSHI
A. DIGIROLAMO
A. DIGIROLAMO
H: 1" = 20' V: 1" = 5'
01-16-26
LIMITS OF NO. 6 DOUBLE CROSSOVER
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
PROPOSED SUGAR HOUSE
STATION PLATFORM
EB TRACK ℄
WB TRACK
TOP OF RAIL
EXISTING GROUND
AT WB TRACK
CENTERLINE
PROPOSED OCS
FOUNDATION (TYP)
WB TRACK
TOP OF RAIL ELEVATION (TYP)
PROPOSED CURB
AND GUTTER
TIE-IN TO EXISTING
C&G
EXISTING GROUND
ELEVATION (TYP)
SIMPSON AVE ℄
WB TRACK ℄
11
.
5
0
'
23
'
PROPOSED SUGAR
HOUSE STATION
PLATFORM
BUMPING POST (TYP)
(RELOCATED EXISTING)
PROPOSED
RETAINING
WALL (TYP)
PEDESTRIAN
SIDEWALK
X130
X140
VA
R
I
E
S
SIGNAL HOUSE
WB 215+43.00
OFFSET 14.17' LT
RAMP DOWN TO STATION PLATFORM
SLOPE = 2.00%
NOTES:
1.SEE DRAWING G0013 NOTE 20 FOR EB PROFILE INFORMATION.
2.SEE DRAWINGS D1201-D1203 FOR DRAINAGE PLAN AND PROFILES.
3.SEE DRAWING C1217 FOR PEDESTRIAN RAMP DETAILS.
4.AN OPERATOR RESTROOM AND BREAKROOM TO BE PROVIDED BY
THE DEVELOPER AT A LATER DATE.
PEDESTRIAN SIDEWALK
SEE NOTE 3
5.
0
0
'
5.
6
3
'
MAINTENANCE WALKWAY
RETAINING
WALL (TYP)
PROPOSED EDGE OF
GUIDEWAY CURB
PROPOSED EDGE OF
GUIDEWAY CURB
ROADWAY CURB AND GUTTER
PCC CABINETSIMPSON AVE ℄
BOLLARD AND CABLE (TYP)
RAMP DOWN
TO PED XING
SLOPE: 5.98%
TIE-IN TO EXISTING
SIDEWALK
HIGHLAND DRIVE
INTERSECTION
TRACK DRAIN (TYP)
SEE NOTE 2
WB 203+00.00
4345
4350
4355
4360
4365
4370
4345
4350
4355
4360
4365
4370
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 203+50.00
4345
4350
4355
4360
4365
4370
4345
4350
4355
4360
4365
4370
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 204+00.00
4345
4350
4355
4360
4365
4370
4345
4350
4355
4360
4365
4370
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 204+50.00
4345
4350
4355
4360
4365
4370
4345
4350
4355
4360
4365
4370
0 5 10 15 20 25 30 35 40 450-5-10-15-20
T/
R
E
L
E
V
:
4
3
5
4
.
1
9
T/
R
E
L
E
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Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-5-201.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-K-5-201.dwg
K5201
TRACK CROSS SECTIONS
WB STA 201+80.27 TO WB STA 204+50
S. JOSHI
S. JOSHI
A. DIGIROLAMO
A. DIGIROLAMO
H: 1" = 5' V: 1" = 5'
01-16-26
℄ WB
TRACK
HORIZ SCALE IN FEET
02.5 55 10
(1" = 5')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
NOTES:
1.ALL STATIONING AND TOP OF RAIL (T/R) ELEVATIONS
REFERENCED HEREIN ARE BASED ON WB TRACK.
WB 205+00.00
4350
4355
4360
4365
4370
4375
4350
4355
4360
4365
4370
4375
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 205+50.00
4350
4355
4360
4365
4370
4375
4350
4355
4360
4365
4370
4375
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 206+00.00
4350
4355
4360
4365
4370
4375
4350
4355
4360
4365
4370
4375
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 206+50.00
4350
4355
4360
4365
4370
4375
4350
4355
4360
4365
4370
4375
0 5 10 15 20 25 30 35 40 450-5-10-15-20
T/
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Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-5-202.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-5-202.dwg
K5202
TRACK CROSS SECTIONS
WB STA 205+00 TO WB STA 206+50
S. JOSHI
S. JOSHI
A. DIGIROLAMO
A. DIGIROLAMO
H: 1" = 5' V: 1" = 5'
01-16-26
HORIZ SCALE IN FEET
02.5 55 10
(1" = 5')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
NOTES:
1.ALL STATIONING AND TOP OF RAIL (T/R) ELEVATIONS
REFERENCED HEREIN ARE BASED ON WB TRACK.
WB 207+00.00
4350
4355
4360
4365
4370
4375
4350
4355
4360
4365
4370
4375
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 207+50.00
4350
4355
4360
4365
4370
4375
4350
4355
4360
4365
4370
4375
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 208+00.00
4350
4355
4360
4365
4370
4375
4350
4355
4360
4365
4370
4375
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 208+50.00
4350
4355
4360
4365
4370
4375
4350
4355
4360
4365
4370
4375
0 5 10 15 20 25 30 35 40 450-5-10-15-20
T/
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:
4
3
5
8
.
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9
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Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-5-203.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-5-203.dwg
K5203
TRACK CROSS SECTIONS
WB STA 207+00 TO WB STA 208+50
S. JOSHI
S. JOSHI
A. DIGIROLAMO
A. DIGIROLAMO
H: 1" = 5' V: 1" = 5'
01-16-26
HORIZ SCALE IN FEET
02.5 55 10
(1" = 5')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
NOTES:
1.ALL STATIONING AND TOP OF RAIL (T/R) ELEVATIONS
REFERENCED HEREIN ARE BASED ON WB TRACK.
WB 209+00.00
4350
4355
4360
4365
4370
4375
4350
4355
4360
4365
4370
4375
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 209+50.00
4355
4360
4365
4370
4375
4380
4355
4360
4365
4370
4375
4380
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 210+00.00
4355
4360
4365
4370
4375
4380
4355
4360
4365
4370
4375
4380
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 210+50.00
4355
4360
4365
4370
4375
4380
4355
4360
4365
4370
4375
4380
0 5 10 15 20 25 30 35 40 450-5-10-15-20
T/
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E
L
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:
4
3
6
1
.
0
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:
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2
.
2
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T/
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3
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3
.
5
6
T/
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:
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3
6
4
.
8
4
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-5-204.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-5-204.dwg
K5204
TRACK CROSS SECTIONS
WB STA 209+00 TO WB STA 210+50
S. JOSHI
S. JOSHI
A. DIGIROLAMO
A. DIGIROLAMO
H: 1" = 5' V: 1" = 5'
01-16-26
HORIZ SCALE IN FEET
02.5 55 10
(1" = 5')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
NOTES:
1.ALL STATIONING AND TOP OF RAIL (T/R) ELEVATIONS
REFERENCED HEREIN ARE BASED ON WB TRACK.
WB 211+00.00
4355
4360
4365
4370
4375
4380
4355
4360
4365
4370
4375
4380
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 211+50.00
4360
4365
4370
4375
4380
4385
4360
4365
4370
4375
4380
4385
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 212+00.00
4360
4365
4370
4375
4380
4385
4360
4365
4370
4375
4380
4385
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 212+50.00
4360
4365
4370
4375
4380
4385
4360
4365
4370
4375
4380
4385
0 5 10 15 20 25 30 35 40 450-5-10-15-20
T/
R
E
L
E
V
:
4
3
6
6
.
3
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T/
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:
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8
.
0
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T/
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L
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:
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3
6
9
.
6
6
T/
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L
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:
4
3
7
1
.
1
0
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-5-205.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-5-205.dwg
K5205
TRACK CROSS SECTIONS
WB STA 211+00 TO WB STA 212+50
S. JOSHI
S. JOSHI
A. DIGIROLAMO
A. DIGIROLAMO
H: 1" = 5' V: 1" = 5'
01-16-26
HORIZ SCALE IN FEET
02.5 55 10
(1" = 5')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK ℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
NOTES:
1.ALL STATIONING AND TOP OF RAIL (T/R) ELEVATIONS
REFERENCED HEREIN ARE BASED ON WB TRACK.
WB 213+00.00
4365
4370
4375
4380
4385
4390
4365
4370
4375
4380
4385
4390
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 213+50.00
4365
4370
4375
4380
4385
4390
4365
4370
4375
4380
4385
4390
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 214+00.00
4365
4370
4375
4380
4385
4390
4365
4370
4375
4380
4385
4390
0 5 10 15 20 25 30 35 40 450-5-10-15-20
WB 214+50.00
4365
4370
4375
4380
4385
4390
4365
4370
4375
4380
4385
4390
0 5 10 15 20 25 30 35 40 450-5-10-15-20
T/
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E
L
E
V
:
4
3
7
2
.
1
0
T/
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L
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T/
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7
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.
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:
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7
5
.
1
0
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-5-206.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-5-206.dwg
K5206
TRACK CROSS SECTIONS
WB STA 213+00 TO WB STA 214+50
S. JOSHI
S. JOSHI
A. DIGIROLAMO
A. DIGIROLAMO
H: 1" = 5' V: 1" = 5'
01-16-26
HORIZ SCALE IN FEET
02.5 55 10
(1" = 5')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
NOTES:
1.ALL STATIONING AND TOP OF RAIL (T/R) ELEVATIONS
REFERENCED HEREIN ARE BASED ON WB TRACK.
WB 215+00.00
4365
4370
4375
4380
4385
4390
4365
4370
4375
4380
4385
4390
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25
WB 215+50.00
4365
4370
4375
4380
4385
4390
4365
4370
4375
4380
4385
4390
0 5 10 15 20 25 30 35 40 450-5-10-15-20-25-30
T/
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L
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V
:
4
3
7
6
.
1
0
T/
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L
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V
:
4
3
7
7
.
1
0
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-5-207.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-5-207.dwg
K5207
TRACK CROSS SECTIONS
WB STA 215+00 TO WB STA 215+84
S. JOSHI
S. JOSHI
A. DIGIROLAMO
A. DIGIROLAMO
H: 1" = 5' V: 1" = 5'
01-16-26
HORIZ SCALE IN FEET
02.5 55 10
(1" = 5')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
℄ WB
TRACK
℄ EB
TRACK
℄ WB
TRACK
℄ EB
TRACK
NOTES:
1.ALL STATIONING AND TOP OF RAIL (T/R) ELEVATIONS
REFERENCED HEREIN ARE BASED ON WB TRACK.
4345
4350
4355
4360
4365
4370
4375
4380
4385
4345
4350
4355
4360
4365
4370
4375
4380
4385
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E
N
T
S
A
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D
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N
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R
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R
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202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00
TS
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2
0
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+
1
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.
0
5
SC
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+
4
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CS
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SC
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4
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PO
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2
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8
8
TS
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B
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3
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7
6
SC
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4
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6
CS
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TS
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B
2
0
8
+
5
3
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9
9
SC
E
B
2
0
8
+
8
4
.
9
9
CS
E
B
2
0
9
+
9
3
.
9
4
ST
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B
2
1
0
+
2
4
.
9
4
PC
E
B
2
1
1
+
9
4
.
2
4
PT
E
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2
1
2
+
2
3
.
4
9
PC
E
B
2
1
2
+
5
3
.
4
9
PT
E
B
2
1
2
+
8
2
.
7
5
PO
E
E
B
2
1
5
+
8
5
.
2
9
BE
G
I
N
P
L
A
T
F
O
R
M
WB
2
1
5
+
0
5
.
1
8
EN
D
P
L
A
T
F
O
R
M
WB
2
1
5
+
6
5
.
1
8
PS
N
O
6
T
/
O
W
B
2
1
2
+
9
5
.
6
3
PI
T
O
W
B
2
1
3
+
1
6
.
8
8
PI
T
O
W
B
2
1
4
+
5
3
.
9
3
PS
N
O
6
T
/
O
WB
2
1
4
+
7
5
.
1
8
PS
N
O
6
T
/
O
E
B
2
1
2
+
9
6
.
7
4
PI
T
O
E
B
2
1
3
+
1
7
.
9
9
PI
T
O
E
B
2
1
4
+
5
5
.
0
4
PS
N
O
6
T
/
O
E
B
2
1
4
+
7
6
.
2
9
END EMBEDDED
BEGIN DF
WB 212+93.05
END DF
BEGIN EMBEDDED
WB 214+77.76 END EMBEDDED
WB 215+84.18
BEGIN EMBEDDED
WB 202+92.17
BEGIN EMBEDDED
EB 202+92.88 END EMBEDDED
BEGIN DF
EB 212+94.16
END DF
BEGIN EMBEDDED
EB 214+78.87
END EMBEDDED
EB 215+85.29
POB 202+92.17
ELEV 4354.08
PO
E
2
1
5
+
8
4
.
1
8
EL
E
V
4
3
7
7
.
7
9
L = 20.00'
R = -0.04
PV
I
2
0
3
+
1
0
.
0
0
EL
E
V
4
3
5
4
.
3
4
PV
C
2
0
3
+
0
0
.
0
0
EL
E
V
4
3
5
4
.
1
9
PV
T
2
0
3
+
2
0
.
0
0
EL
E
V
4
3
5
4
.
4
0
L = 50.00'
R = -0.04
PV
I
2
0
4
+
6
6
.
0
0
EL
E
V
4
3
5
6
.
7
9
PV
C
2
0
4
+
4
1
.
0
0
EL
E
V
4
3
5
6
.
2
0
PV
T
2
0
4
+
9
1
.
0
0
EL
E
V
4
3
5
6
.
9
2
L = 30.00'
R = -0.04
PV
I
2
1
2
+
3
4
.
0
0
EL
E
V
4
3
7
0
.
7
9
PV
C
2
1
2
+
1
9
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0
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V
4
3
7
0
.
2
9
PV
T
2
1
2
+
4
9
.
0
0
EL
E
V
4
3
7
1
.
0
8
L = 20.00'
R = 0.09
PV
I
2
0
3
+
8
0
.
0
0
EL
E
V
4
3
5
4
.
7
7
PV
C
2
0
3
+
7
0
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0
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4
3
5
4
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7
1
PV
T
2
0
3
+
9
0
.
0
0
EL
E
V
4
3
5
5
.
0
0
L = 30.00'
R = 0.02
PV
I
2
0
9
+
0
0
.
0
0
EL
E
V
4
3
6
1
.
0
0
PV
C
2
0
8
+
8
5
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0
0
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V
4
3
6
0
.
6
8
PV
T
2
0
9
+
1
5
.
0
0
EL
E
V
4
3
6
1
.
3
8
L = 20.00'
R = 0.04
PV
I
2
1
0
+
7
0
.
0
0
EL
E
V
4
3
6
5
.
3
5
PV
C
2
1
0
+
6
0
.
0
0
EL
E
V
4
3
6
5
.
0
9
PV
T
2
1
0
+
8
0
.
0
0
EL
E
V
4
3
6
5
.
6
8
L = 40.00'
R = 0.04
PV
I
2
0
7
+
8
0
.
0
0
EL
E
V
4
3
5
8
.
4
7
PV
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2
0
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6
0
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0
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V
4
3
5
8
.
3
6
PV
T
2
0
8
+
0
0
.
0
0
EL
E
V
4
3
5
8
.
8
9
1.486%0.609%2.347%
3.314%
2.559%
2.000%
2.108%
0.536%
TR
A
C
K
D
R
A
I
N
WB
2
0
3
+
8
3
.
6
2
TR
A
C
K
D
R
A
I
N
WB
2
0
5
+
8
8
.
6
5
TR
A
C
K
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WB
2
0
9
+
0
7
.
0
0
TR
A
C
K
D
R
A
I
N
EB
2
0
3
+
8
4
.
1
6
TR
A
C
K
D
R
A
I
N
EB
2
0
5
+
8
2
.
4
4
TR
A
C
K
D
R
A
I
N
EB
2
0
9
+
0
0
.
0
3
TR
A
C
K
L
U
B
R
I
C
A
T
O
R
WB
2
0
7
+
2
5
.
0
0
TR
A
C
K
L
U
B
R
I
C
A
T
O
R
WB
2
1
0
+
2
9
.
0
0
TR
A
C
K
L
U
B
R
I
C
A
T
O
R
EB
2
0
3
+
7
5
.
0
0
TR
A
C
K
L
U
B
R
I
C
A
T
O
R
EB
2
0
8
+
7
5
.
0
0
WB 208+64.33 WB 210+27.34
EB 208+52.99 EB 210+25.94
EB 211+62.24
EB 212+87.49
WB 208+64.33 WB 210+27.34
EB 208+52.99 EB 210+25.94
EB 211+94.24
EB 212+23.49 EB 212+53.49
EB 212+82.75
EB 212+21.49
IJ WB 212+87 IJ WB 214+82
IJ WB 215+75
IJ EB 212+88 IJ EB 214+83 IJ EB 215+76
WB 203+13.14 WB 208+72.14 WB 208+82.16WB 203+51.18
EB 212+55.49
WB 214+78.42 WB 214+88.42
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-7-001.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-7-001.dwg
K7001
TRACK CHART
WB STA 202+92.17 TO WB STA 215+84.18
S. JOSHI
S. JOSHI
A. DIGIROLAMO
A. DIGIROLAMO
H: 1" = 50' V: 1" = 10'
01-16-26
RADIUS
V
Ea
Eu
ID
KEY:
RADIUS
V
Ea
Eu
ID
500
15
0.00
1.78
C240
170
10
0.00
2.33
C250
487
15
0.00
1.83
S240
183
10
0.00
2.16
S250
150
10
0.00
2.64
S260
150
10
0.00
2.64
S270
RESTRAINING RAIL
RESTRAINING RAIL
RESTRAINING RAIL
HIGH STRENGTH HEAD-HARDENED RAIL, 115RE
HIGH STRENGTH HEAD-HARDENED RAIL, 115RE
RESTRAINING RAIL
WB TRACK
TOP OF RAIL
EXISTING GROUND
AT WB TRACK CENTERLINE
WB TRACK ℄
EB TRACK ℄
WB TRACK ℄
EB TRACK ℄
PRE-CURVED
PRE-CURVED
PRE-CURVED
13
'
VA
R
I
E
S
13
'
VA
R
I
E
S
11
.
5
0
'
VA
R
I
E
S
23
'BUMPING POST
(TYP)
HIGHLAND DRIVE
INTERSECTION
MCCLELLAND ST CROSSING 1100 E PED XING
EXCLUSIVE TRACK WB 209+56.01 SHARED USE EXCLUSIVE TRACK
EXCLUSIVE TRACK SHARED USE EXCLUSIVE TRACK
WB 212+80.37
EB 212+69.60EB 209+14.65
PED XING
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-001.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-3-001.dwg
K3001
TRACKWORK
RAIL LUBRICATOR
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
SL-C-K-3-002.dwg
K3002
TRACKWORK
TRACK SLAB TYPICAL SECTION
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-002.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-3-003.dwg
K3003
TRACKWORK
TRACK SLAB DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-003.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-004.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
12
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S-LINE EXTENSION PROJECT
SL-C-K-3-004.dwg
K3004
TRACKWORK
MISC DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-005.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-3-005.dwg
K3005
TRACKWORK
SIGNAL TRACK CONNECTION BOX
J. MITCHELL
J. MITCHELL
D. NGUYEN
F. NANNENGA
AS NOTED
01-16-26
1
-
PIN BRAZED TRACK CIRCUIT CONNECTIONS
BOLTED POWER RETURN CONNECTIONS
SCALE: NTS
1
-
NOTES:
1.INCREASE CUT-OUT SIZE TO ACCOMMODATE POWER RETURN CONNECTIONS.
ENLARGED CUT-OUT PART OF PURCHASED BOX OR MODIFY BOX IN FIELD.
2.TRACK CONNECTIONS SPACING BASED ON AREMA AND MANUFACTURER
RECOMMENDATIONS AND ADJUSTED TO FIT TRACK CONNECTION ACCESS CUTOUT
IN TRACK BOX.
3.AXLE COUNTER WHEEL SENSOR BOX AS REQUIRED BY DESIGN. LOCATION MAY
DIFFER FROM THAT SHOWN ON THIS DRAWING.
4.IMPEDANCE BOND BOX MAY BE LOCATED OUTSIDE OF TRACK AREA AS REQUIRED BY
DESIGN.
SCALE: 1" = 1'-0"
TRACK AND IMPEDANCE BOND BOX ARRANGEMENT
A
-
SIGNAL TRACK CONNECTION BOX
SCALE: 1" = 1'-0"
A
-
2" DIAMETER DRAIN HOLE
(TYPICAL)
NOTE 3
2
4
1'-0"2'-8"3'-10"5'-0"
1'-0"
3" DIAMETER TRACK WIRE
ENTRANCE (AS REQUIRED)
4" DIAMETER DRAIN HOLE
(TYPICAL)
4'
-
8
.
5
"
TRACK BOX AND CONDUIT MATERIAL SUMMARY
REF DESCRIPTION MANUFACTURER*MANUFACTURER PART NUMBER*
1 60" x 48" x 20" EMBEDDED TRACK BOX
ASSEMBLY ARMORCAST PRODUCTS CO.A6004860A-S
2 32" x 15" x 8" EMBEDDED TRACK BOX
ASSEMBLY ARMORCAST PRODUCTS CO.A6003014A
3 2" PVC CONDUIT SCH. 40 VARIOUS VARIOUS
4 3" PVC CONDUIT SCH. 40 VARIOUS VARIOUS
NOTE 1
IMPEDANCE BOND
(TYPICAL)
SUGGESTED*
19
.
5
"
4
3
1
SUGARHOUSE
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-006.dwg
24-03849
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SL-C-K-3-006.dwg
K3006
TRACKWORK
STREETCAR DYNAMIC ENVELOPE
AND LOADING DIAGRAM
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-007.dwg
24-03849
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SL-C-K-3-007.dwg
K3007
TRACKWORK
MISC. EMBEDDED TRACK
SECTIONS AND DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-008.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-K-3-008.dwg
K3008
TRACKWORK
6" INFILL SLAB DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
A
--
A
K3002
A
K3002
A
K3002
B
--
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-009.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-K-3-009.dwg
K3009
TRACKWORK
TRACK DRAINAGE DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-010.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-K-3-010.dwg
K3010
TRACKWORK
TRACK CONNECTION BOX
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-011.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-K-3-011.dwg
K3011
TRACKWORK
DRAINAGE CATCH BASIN
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
AS NOTED
01-16-26
2'x2' FRAME & GRATE TO BE
PLACED HERE. THE FRAME
& GRATE ARE RATED TO
SUPPORT AN H-20 LOADING.
RISER HEIGHT
VARIES
OPTIONAL
RISER
NTS
PRECAST CONCRETE CATCH BASIN 2'x'2'x4'1
-
2'2'
4'
-
5
"
2'
2'-8"
5"
S
L
A
B
TH
I
C
K
N
E
S
S
2'
3'
2'
-
8
"
4" TY
P
WALL
7
3 4"11
3 4"
.
NOTES:
1.VAULT DESIGN SHALL COMPLY WITH ASTM
C-858 & C-913 WITH LESS THAN 2' OF EARTH
COVER AND AN AASHTO HS-20 LOADING.
2.INLET SHOWN IS FROM GENEVA
PIPE/NORTHWEST PIPE COMPANY OR
APPROVED EQUAL.
KNOCKOUT PANEL,
TYP.2'-0"
2'-0 3/8"
6"
1'-10"
2'-3 3/4"
2'-11"
2"
2'
-
0
"
2'
-
0
3
/
8
"
6"
1'
-
1
0
"
2'
-
3
3
/
4
"
2'
-
1
1
"
2"
2'x'2 FRAME AND GRATE
2" = 1'-0"
2
-
B
-
A
-
SECTION
2" = 1'-0"
A
-
SECTION
2" = 1'-0"
B
-
NOTES:
1.GRATE SHOWN IS FROM NEENAH FOUNDRY CATALOG #3433.
2.GRATE IS AASHTO RATED FOR HS-20 LOADING.
3.ALL DIMENSIONS SHOWN ARE IN ENGLISH.
4.COMPONENT NO'S: FRAME 3210-2001, GRATE 3210-0002.
5.MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B.
6.FINISH: NO PAINT.
7.WEIGHT: FRAME 164#, GRATE 166#.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-012.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
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K3012
TRACKWORK
TRACK DRAIN ARRAY
AND PLATFORM DRAIN DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
GUIDEWAY CURB (TYP)
EXISTING GRADE
2%2%2%2%
45° ELBOW 45° ELBOW 45° ELBOW
45° ELBOW
45° WYE
45° WYE 45° WYE CONNECTION TO STORM SEWER
VARIES BY LOCATION
SEE D1201 TO D1203
AREA DRAIN (TYP)
SEE DETAIL 1 ON
DWG D1203
TRACK DRAIN
SEE K3009
TOP OF PLATFORM BEYOND
6" PVC TYP
CONNECTION TO
OUTFALL PIPE
SEE DWG D1203
8" PVC PIPE @
MIN 1.0% SLOPE
NTS
TYPICAL TRACK DRAIN ARRAY DETAIL 1
D1201, D1202, D1203
NTS
DRAIN DETAIL AT SUGAR HOUSE STATION 2
D1203
CONNECTION TO
OUTFALL PIPE
SEE DWG D1203
8" PVC PIPE @
MIN 1.0% SLOPE
AREA DRAIN.
SEE DETAIL 1
ON DWG D1203
8" PVC PIPE @
MIN 1.0% SLOPE
45° ELBOW
1%1%1%1%
PLATFORM RAMP DOWN
TO PED CROSSING
1%1%1%
STATION PLATFORM
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-013.dwg
24-03849
STANDARD DRAWINGS
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K3013
TRACKWORK
INSULATED JOINT DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-014.dwg
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S-LINE EXTENSION PROJECT
SL-C-K-3-014.dwg
K3014
TRACKWORK
NO. 6 DOUBLE CROSSOVER RAIL LAYOUT
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
GAUGE
LINES
PS
1
2" POINT OF FROG
TRANSVERSE ℄
OF CROSSING
NO. 6 DOUBLE CROSSOVER RAIL LAYOUT DIAGRAM
7'-3"
5'-7"
5'-7"
7'-3"
13'-0"
CURVED SWITCH
5'-6"
TOE
LENGTH
8'-3"
HEEL
LENGTH
49'-9" ACTUAL LEAD
49'-9" ACTUAL LEAD
80'-0" 1
2" POINT OF FROG TO 1
2" POINT OF FROG
137'-0" PI TO PI
179'-6" PS TO PS
23
'
-
0
"
49'-9" ACTUAL LEAD
5'-7"
5'-7"
49'-9" ACTUAL LEAD
7'-3"
5'-6"
TOE
LENGTH
8'-3"
HEEL
LENGTH
1
2" POINT OF FROG
PS
PSPS
PITOPITO
13'-0"
CURVED SWITCH8'-3"
21'-3" PS TO PI
7'-3"
PITO
8'-3"
21'-3" PS TO PI
PITO
28'-6"
1
2" POINT OF FROG 1
2" POINT OF FROG
28'-6"
BONDED INSULATED JOINTS
GAUGE
LINES
NOTES:
1.ALL RAIL AND COMPONENTS SHALL CONFORM TO THE 115RE RAIL SECTION.
2.ALL RAILS ARE HIGH STRENGTH.
3.CLOSURE RAIL LENGTHS ALLOW 1" FOR EACH WELDED JOINT AND 3 16" FOR EACH
INSULATED JOINT.
4.ALL SPECIAL TRACKWORK CROSSOVER PLATES MUST BE INSULATED.
5.BONDED INSULATED JOINTS VARY BY LOCATION. PLACE JOINTS IN ACCORDANCE
WITH TRAIN CONTROL DRAWINGS.
6.SUPPLY COMPLETE WITH RAIL CLIPS, SHOULDER, INSULATORS, AND PADS.
7.EXACT DIMENSIONS, LIMITS, SPACING, AND DETAILS OF CROSSOVER TO BE
DETERMINED BY SUPPLIER CROSSOVER SHOP DRAWING.
8.SEE DRAWING K3018 FOR M-23A SWITCH MACHINE LAYOUT.
89'-9"
TRANSVERSE ℄
OF CROSSING
LEGEND:
BONDED INSULATED JOINTS
(CONTRACTOR RESPONSIBLE FOR
LOCATING INSULATED JOINTS IN THE
FIELD FOR THE JOINTS NOT PROVIDED BY
THE SUPPLIER)
FIELD WELDED JOINT
HEEL OF SWITCH HEEL OF SWITCH
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-015.dwg
24-03849
STANDARD DRAWINGS
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SL-C-K-3-015.dwg
K3015
TRACKWORK
NO. 6 DOUBLE CROSSOVER GEOMETRY
AND LAYOUT 23'-0" TRACK CENTERS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
NO. 6 DIRECT FIXATION DOUBLE CROSSOVER 23'-0" TRACK CENTERS
NOTES:
1.ALL RAIL AND COMPONENTS SHALL CONFORM TO THE 115RE RAIL SECTION.
2.ALL RAILS ARE HIGH STRENGTH.
3.CLOSURE RAIL LENGTHS ALLOW 1" FOR EACH WELDED JOINT AND 3 16" FOR EACH
INSULATED JOINT.
4.THE DESIGN CONFIGURATION AND LAYOUT ARE FOR INFORMATIONAL PURPOSES
ONLY, FINAL DIMENSIONS, LIMITS, GEOMETRY, DETAILS, AND FASTENER SPACING,
TO BE DETERMINED BY SUPPLIER TURNOUT/CROSSOVER SHOP DRAWING.
5.STANDARD SPECIAL TRACKWORK DIRECT FIXATION FASTENERS SHALL BE
FURNISHED WHERE SPECIAL TRACKWORK FASTENERS ARE NOT REQUIRED.
6.ALL SPECIAL TRACKWORK TURNOUT PLATES MUST BE INSULATED.
7.BONDED INSULATED JOINTS VARY BY LOCATION. PLACE JOINTS IN ACCORDANCE
WITH TRAIN CONTROL DRAWINGS.
8.SUPPLY COMPLETE WITH RAIL CLIPS, SHOULDER, INSULATORS, AND PADS.
10.CROSSOVER IS SYMMETRICAL ABOUT TRANSVERSE CL.
11.SEE DRAWING K3018 FOR M-23A SWITCH MACHINE LAYOUT.
7'-3"
13'-0" CURVED SWITCH
7'-3"
13'-0" CURVED SWITCH
21'-3"
49'-9" ACTUAL LEAD
28'-6"
8'-3"
5'-6"
TOE LENGTH 8'-3" HEEL LENGTH
5'-7"
5'-7"
8'-3"
21'-3"28'-6"
5'-6"
TOE LENGTH 8'-3" HEEL LENGTH
49'-9" ACTUAL LEAD
4'
-
8
1
/
2
"
GA
U
G
E
4'
-
8
1
/
2
"
GA
U
G
E
23
'
-
0
"
PS
PS
12" POINT OF FROG
HEEL OF SWITCH 6 14"
HEEL OF SWITCH 6 14"
12" POINT OF FROG
PITO
PITO
POINT OF
COMPOUND CURVE
POINT OF
COMPOUND CURVE
WB TRACK ℄
EB TRACK ℄
X130 TRACK ℄
X140 TRACK ℄
GUARD RAIL
GUARD RAIL
GUARD RAIL ℄
GUARD RAIL ℄
TRANSVERSE ℄
OF CROSSING
THEORETICAL POINT
OF CENTER FROG
BONDED INSULATED JOINT (TYP)
FIELD WELD (TYP)
NO.6 WELDED BOLTLESS
MANGANESE FROG
NO.6 WELDED BOLTLESS
MANGANESE FROG
LEGEND:
CONTRACTOR RESPONSIBLE FOR LOCATING
INSULATED JOINTS IN THE FIELD FOR THE
JOINTS NOT PROVIDED BY THE SUPPLIER
FIELD WELDED JOINT
GUARD RAIL
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-016.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-3-016.dwg
K3016
TRACKWORK
NO. 6 DIRECT FIXATION DOUBLE CROSSOVER
LAYOUT
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
AS SHOWN
01-16-26
NOTES:
1.THE DESIGN CONFIGURATION AND LAYOUT ARE SHOWN FOR INFORMATIONAL
PURPOSES ONLY. FINAL LIMITS OF CROSSOVER, DIMENSIONS, DETAILS AND FASTENER
LOCATION AND SPACING TO BE DETERMINED BY SUPPLIER CROSSOVER SHOP
DRAWING.
2.CONTRACTOR TO ADJUST THESE DIMENSIONS AFTER SUPPLIED WITH FULL SET OF
TURNOUT SHOP DRAWINGS FROM THE SUPPLIER.
3.STANDARD DIRECT FIXATION FASTENER TO BE USED WHERE SPECIAL TRACKWORK
FASTENERS ARE NOT REQUIRED.
4.DRAINAGE BLOCKOUTS TO BE PLACED AT THE END OF DIRECT FIXATION AREA AND
ADJACENT TO SWITCH MACHINE TO COLLECT RUNOFF WATER. BLOCKOUTS TO NOT BE
PLACED IN CONFLICT WITH FASTENING SYSTEM.
5.SEE DRAWING K3017 FOR DRAINAGE BLOCKOUTS DETAIL.
6.SEE DRAWING K3018 FOR M-23A SWITCH MACHINE LAYOUT.
NTS
NO. 6 DIRECT FIXATION DOUBLE CROSSOVER LAYOUT
A
K3017
B
K3017
C
-
4'
-
1
1
/
2
"
3'
-
8
"
8"
2'-10"
SLAB CORNER NORTH WEST SIDE
SCALE: 1" = 2'
C
-
10
"
PS
PS
DIRECT FIXATION SLAB LIMITS - 181'-8" (SEE NOTE 1)
8"
2'-7"
8"
7'
-
0
"
7'
-
0
"
2'-7"
8"
5'
-
9
"
4'
-
6
"
5'
-
0
"
EB TRACK ℄
WB TRACK ℄
8"
10
"8"TYPE Q CURB
2'-7"
PS
PROPOSED RETAINING WALL
PEDESTRIAN
SIDEWALK
CONCRETE
STEM WALL
CONCRETE
STEM WALL
CONCRETE
STEM WALL
CONCRETE
STEM WALL
M-23A SWITCH MACHINE
ASSEMBLY (TYP, SEE NOTE 6)
X130 TRACK ℄
X130 TRACK ℄
X140 TRACK ℄
X140 TRACK ℄
MAINTENANCE
WALKWAY
2'-7"
PROPOSED CURB
AND GUTTER (TYP)
CONCRETE TRACK
SLAB (TYP)
PROPOSED DROP INLET
PROPOSED
DROP INLET
CONCRETE
STEM WALL
PS
WB TRACK ℄
CONCRETE
TRACK SLAB
PROPOSED RETAINING WALL
8"
23
'
-
0
"
6"
PROPOSED CURB
115RE RAIL
(TYP)
FASTENER ASSEMBLY
(TYP, SEE NOTE 1)
5'
-
7
1
/
2
"
34
'
-
0
3
/
4
"
5'
-
8
1
/
8
"
GUIDEWAY
CURB (TYPE Q)
LEGEND:
CONTRACTOR RESPONSIBLE FOR LOCATING
INSULATED JOINTS IN THE FIELD FOR THE
JOINTS NOT PROVIDED BY THE SUPPLIER
FIELD WELDED JOINT
CONCRETE
INFILL, TYP.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-017.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-3-017.dwg
K3017
TRACKWORK
NO. 6 DIRECT FIXATION DOUBLE CROSSOVER
BLOCKOUT DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
AS SHOWN
01-16-26
NOTES:
1.EXACT LIMITS AND DIMENSIONS OF BLOCKOUT MAY VARY FROM THOSE SHOWN ON THIS
DRAWING. CONTRACTOR TO ADJUST THESE DIMENSIONS BASED ON TURNOUT AND SWITCH
MACHINE SHOP DRAWINGS FROM THE SUPPLIER.
2.BLOCKOUTS SHALL BE PLACED TO AVOID CONFLICT WITH FASTENERS.
3.POWER CONNECTION BOXES AND BOX DRAINAGE IS SHOWN ILLUSTRATIVELY. ACTUAL
LOCATIONS TO BE COORDINATED IN THE FIELD WITH THE SYSTEMS CONTRACTOR.
23
'
-
0
"
6"
1'-2"
11"
9"
1'-1"
3'
-
6
3
/
4
"
2'-7"
2'-7"
3'
-
6
3
/
4
"
12
'
-
0
1
/
4
"
BLOCKOUT LAYOUT AT WEST END
1" = 2'-0"
A
K3016
5'
-
9
"
3'
-
8
"
3'
-
6
3
/
4
"
7'
-
9
1
/
2
"
11"
9"
1'-1"
8'-1 3/4"
5'-4 3/4"
3'
-
6
3
/
4
"
12
'
-
0
1
/
4
"
BLOCKOUT LAYOUT AT EAST END
1" = 2'-0"
B
K3016
PS
PSPS
PS
3'
-
2
"
3'
-
2
"
EB TRACK ℄EB TRACK ℄
WB TRACK ℄WB TRACK ℄
A1
K3019
B1
K3019
C
-
AREA DRAIN
SEE DETAIL 1
ON DWG D1203
6" PVC DRAIN OUTLET
WITH GRATE
SEE DWG D1203
SLOPE TO DRAIN (TYP)
SEE DWG K3019
SLOPE TO
DRAIN (TYP)
SEE DWG K3019
STEM WALL,
TYP.
LIMIT OF
THICKENED
SLAB
1'-8 1/4"
LIMIT OF THICKENED
SLAB - SEE DETAIL A
ON K3020
STEM WALL, TYP.
1'-0"
7'
-
9
1
/
2
"
5'
-
9
"
4'
-
6
"
6'-4 3/4"
4'
-
6
"
5'
-
9
"
1'-8"
1'
-
0
"
1'
-
1
"
10"
1'-2 1/2"
2" PVC DRAINAGE PIPE, TYP.
SEE NOTE 3
POWER CONNECTION BOX
SEE DWG K3005, TYP.
2" PVC DRAINAGE PIPE, TYP.
SEE NOTE 3
PROPOSED OCS
FOUNDATION
PROPOSED UTA
BEACON FOUNDATION
3'
-
2
"
IMPEDANCE BOX
SEE DWG K3005, TYP.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-018.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-3-018.dwg
K3018
TRACKWORK
SPECIAL TRACKWORK M-23A
SWITCH MACHINE LAYOUT
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
NTS
01-16-26
NOTES:
1.M-23A SWITCH MACHINES SHALL BE INSTALLED ON ALL POWER TURNOUTS
INDICATED ON TRACK PLAN SHEET.
2.PLAN SHEET INDICATES SIDE PLACEMENT FOR SWITCH MACHINE.
3.GAUGE PLATE EXTENSIONS SHALL BE PROVIDED WITH SWITCH MACHINE.
4.GAUGE PLATES SHALL BE INSTALLED WITH ELASTOMERIC PADS PROVIDED
BY SWITCH MACHINE MANUFACTURER.
5.CONTRACTOR TO PLACE ALL FIELD WELDS IN BETWEEN DF CONNECTIONS.
ALL FIELD WELDS ARE SHOWN SCHEMATICALLY ON PLANS.
6.LH LAYOUT SHOWN. RH LAYOUT IS MIRROR IMAGE.
M-23A SWITCH MACHINE LH LAYOUT
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-019.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
12
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S-LINE EXTENSION PROJECT
K3019
TRACKWORK
DF FASTENER DETAIL AND SECTION
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
1" = 1'-6"
01-16-26
REINFORCED
CONCRETE
TRACK SLAB
115 RE
RAIL, TYP.
℄
WB TRACK
℄
EB TRACK
6" PVC DRAIN OUTLET
WITH GRATE.
SEE DWG D1203.
WEST END SWITCH MACHINE BLOCKOUTS A1
K3017
EAST END SWITCH MACHINE BLOCKOUTS B1
K3017
SWITCH MACHINE ROD
BLOCKOUT, TYP.
SEE DWG K3017
℄
WB TRACK
℄
EB TRACK
℄
CATCH
BASIN
℄
CATCH
BASIN23'-0"
9'-5"13'-7"
TOP OF CONCRETE
SLAB BEYOND
23'-0"
13'-7"9'-5"4'-6"5'-9"
4'-6"5'-9"
2'-2 1/4"
11 1/4"
2'-2 1/4"
TOP OF RAIL, TYP.
NOTES:
1.SEE SHEET K3020 FOR SWITCH ROD BLOCKOUT REINFORCEMENT.
2.SWITCH ROD DEPTH VARIES AS INDICATED IN SECTION. MAINTAIN MINIMUM 6" BLOCKOUT
DEPTH.
3.MAINTAIN MINIMUM 0.5% SLOPE TOWARDS CATCH BASIN.
16'-9 1/2" WB BLOCKOUT12'-7 1/4" EB BLOCKOUT
12'-7 1/4" EB BLOCKOUT16'-9 1/2" WB BLOCKOUT
SEE NOTE 3SEE NOTE 3
8" STEM WALL
(TYP)
1'
-
2
"
M
I
N
.
(T
Y
P
)
6"
M
I
N
.
7"
M
I
N
.
3' CHAIN AND BOLLARD
@ 6' OC
115 RE
RAIL, TYP.
TOP OF CONCRETE
SLAB BEYOND
TOP OF RAIL, TYP.
3' CHAIN AND BOLLARD
@ 6' OC
11 1/4"8" STEM WALL
(TYP)
1'
-
2
"
M
I
N
.
(T
Y
P
)
6"
(
T
Y
P
)
7"
(T
Y
P
)
SEE NOTE 3SEE NOTE 3
8"
8"
#4 @ 12",
TYP.
#4 @ 12",
TYP.
#4 AS SHOWN,
TYP.
#4 AS SHOWN,
TYP.
CONSTRUCTION
JOINT, TYP.
CONSTRUCTION
JOINT, TYP.
AREA DRAIN. SEE
DWG D1203.
SWITCH MACHINE ROD
BLOCKOUT, TYP.
SEE DWG K3017
REINFORCED
CONCRETE
TRACK SLAB
6" PVC MIN SLOPE 1.0%.
SEE DWG D1203
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-K-3-020.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-K-3-020.dwg
K3020
TRACKWORK
DIRECT FIXATION ON SLAB DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
A. DIGIROLAMO
AS NOTED
01-16-26
6"11"
ROD 0
1'-2"1'-1"
ROD 1
2"
(TYP)
9"
5'-1"
3"
(T
Y
P
.
)
CONCRETE
SLAB
EMBEDDED
TRACK SLAB ANCHOR BOLTS (SHOWN HERE FOR
INFO. ONLY, OMITTED ELSEWHERE
FOR CLARITY).
SECTION - SWITCH ROD BLOCKOUT REINFORCING
SCALE: 1" = 0'-6"
A
-
COMPACTED AND
PREPARED SUBGRADE (TYP)
TOP OF RAIL, TYP.
COMPACTED AND
PREPARED SUBGRADE,
TYP.
115 RE
RAIL, TYP.
℄
WB TRACK
SECTION - DIRECT FIXATION ON SLAB
SCALE: 1" = 2'-0"
B
-
NOTES:
1.FASTENER HARDWARE, DETAILS, SPACING, AND PLACEMENT
TO MATCH SPECIAL TRACKWORK SHOP DRAWINGS PROVIDED
BY MANUFACTURER.
2.ANCHOR INSERTS TO BE INSTALLED BY EITHER THE DRILL
AND GROUT METHOD OR CAST-IN-PLACE WITH CONCRETE.
3.FINAL CONFIGURATION OF FASTENER MUST ALLOW FOR 1 1/2"
MIN. CLEARANCE FROM BOTTOM OF RAIL TO TOP OF SLAB TO
ALLOW FOR ROUTING OF SYSTEMS CABLES.
4.UP TO 1/2" MAX. OF SHIMMING IS ALLOWED UNDER FASTENER
ASSEMBLY IF NEEDED. SHIMS TO BE HDPE OR APPROVED
EQUAL.
5.SWITCH ROD BLOCKOUT REINFORCING IS DETAILED FOR THE
SOUTHWEST SWITCH. USE SYMMETRICAL LAYOUT FOR THE
OTHER THREE SWITCHES.
6.RAIL AND FASTENERS OMITTED FROM SECTION "A" FOR
CLARITY.
7.DRAINAGE SLOTS SHALL CONNECT ALL SWITCH ROD
BLOCKOUTS AS SHOWN ON DWG K3019.
8.DEPTH OF SWITCH ROD BLOCKOUT VARIES, 6" MIN.
9.ADJUST REBAR SPACING AS NEEDED TO ALLOW FOR 2"
CLEAR AROUND ANCHOR BOLTS.
4'-6"
8"
VARIES
23'-0"
VARIES
33'-3"
8"
VARIES
11
"
5'-9"
℄
CROSSOVER TRACK
℄
CROSSOVER TRACK
℄
EB TRACK
REINFORCED CONCRETE
TRACK SLAB
#4 @ 12"
#5 @ 12"
4'-8 1/2" GAUGE
(TYP)
#4
AS SHOWN
SWITCH ROD BLOCKOUT (TYP)
DEPTH VARIES. SEE B1 ON K3019
8"
STEM WALL
#4 @ 12"
2"
(T
Y
P
)
#5 SPACED
AS SHOWN
OCS POLE, TYP.
OCS FOUNDATION,
TYP.
8"
CONSTRUCTION
JOINT (TYP.)
EXPANSION JOINT
SEE K3003 FOR DETAILS
1'
-
3
"
(T
Y
P
)
EMBEDDED TRACK SLAB
DIRECT FIXATION
TRACK SLAB
CONSTRUCTION JOINT
8"
DIRECT FIXATION FASTENER
ASSEMBLY (TYP, SEE NOTE 1)
1/2" SHIM (TYP)
SEE NOTE 9
7"
M
I
N
.
6"
M
I
N
.
1'
-
2
"
11
"
NOTE: DETAIL IS DRAWN FOR
WEST END. EAST END IS SIMILAR.
1'-8" THICKENED SLAB
BEYOND EDGE
1
1
1'-6"
1:1
1" DIAMETER SMOOTH
DOWEL BAR EVERY 12" OC
W
W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W
W
WW
W
W
W
W
W
W W W W W W W W
W W
W
W
W
W
W
W
W W W W W
S
M
C
C
L
E
L
L
A
N
D
S
T
R
E
E
T
SUGARMO
N
T
D
R
I
V
E
SIMPSO
N
A
V
E
SUGARMO
N
T
D
R
I
V
E
S
M
C
C
L
E
L
L
A
N
D
S
T
R
E
E
T
SUGARMO
N
T
D
R
I
V
E
SIMPSO
N
A
V
E
SUGARMO
N
T
D
R
I
V
E
201+80
202+00
203+00
204+00
205+00
206+0
0
203+00
204+00
205+00
206+0
0
201+80
202+00
203+00
204+00
205+00
206+0
0
203+00
204+00
205+00
206+0
0
SIDEWALK REMOVAL,
SEE NOTE 8
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-4-001.dwg
24-03849
Sheet No.
1/
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0
d
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\
3
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\
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s
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-
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-
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-
4
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0
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1
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w
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S-LINE EXTENSION PROJECT
SL-C-C-4-001.dwg
C4001
DEMOLITION PLAN
WB STA 201+80.27 TO WB STA 206+50
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
1" = 20'
01-16-26
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
MA
T
C
H
L
I
N
E
:
S
T
A
2
0
6
+
5
0
SE
E
D
W
G
C
4
0
0
2
WB TRACK ℄
EB TRACK ℄
7
30
3
30
30
30
30
30
30
30
4
8
5
30
4
30
30
7 7
30
6 6
6
6
SEE NOTE 4
SEE NOTE 4
2
2
3
16
16
30
30
30
30
NOTES:
1.RESTORE ALL DISTURBED GROUND SURFACES TO ORIGINAL CONDITION.
2.SAWCUT AND MATCH EXISTING PAVEMENT.
3.PROTECT EXISTING INFRASTRUCTURE NOT BEING REMOVED.
4.IN APARTMENT PLAZA AREA, CONCRETE SHALL BE REMOVED TO THE
NEAREST CONTRACTION JOINT.
5.FOR EXACT UTILITY TREATMENT DETAILS SUCH AS SALVAGE, REMOVE,
RELOCATE, AND PROTECT IN PLACE, SEE UTILITY RELOCATION PLAN
DRAWINGS U1210 AND U1211.
6.CURB REMOVAL IS TO BE TO THE NEXT CONTRACTION JOINT FROM THE
IMPACTED AREA AND IS TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION.
7.IN CRA, ALL EXISTING DEVELOPMENT INCLUDING BUT NOT LIMITED TO:
BUILDINGS, DRIVEWAYS, PARKING AREAS, UTILITIES, SIGNS, POLES
FOUNDATIONS, ETC WILL BE REMOVED BY OTHERS OUTSIDE THIS
CONTRACT.
8.IT IS ANTICIPATED FOR THIS SUBMITTAL THAT THE LIMITS OF CRA DEMO ARE
THE PROPERTY LINES FROM BACK OF SIDEWALK TO BACK OF SIDEWALK.
9.ITEM TO BE SALVAGED AND RETURNED TO OWNER.
10.EXISTING BUILDINGS ON THE PROPERTY OWNED BY CRA ALONG SIMPSON
AVE. WILL ENCROACH OVER PROPERTY LINES. BUILDINGS THAT ENCROACH
INTO THE PUBLIC RIGHT OF WAY WILL NEED TO BE DEMOLISHED PRIOR TO
FINAL PLAT APPROVAL.
11.COORDINATE WITH APARTMENT COMPLEX TO DETERMINE IF ITEM CAN BE
SALVAGED AND RETURNED TO OWNER, RELOCATED, OR REMOVED.
12.BEGIN REMOVAL AT INSULATED JOINTS, SEE K1201 FOR MORE DETAILS.
13.SEE DRAWINGS D1201 - D1203 FOR MORE INFORMATION.
LEGEND:
AC PAVEMENT REMOVAL
LIMITS OF CONSTRUCTION
12
2
20
12
17
17
17
17
17
5
5
7
7
7
7
1
11
21
22
23
23
4
13
13
3
3
24
25
25
26
RELOCATE BUMPING POST TO END OF LINE
REMOVE CONCRETE
REMOVE CURB AND GUTTER
REMOVE SIGN AND PROVIDE TO OWNER
REMOVE TREE (SEE NOTE 11)
RELOCATE DECORATIVE LIGHTING (SEE NOTE 9)
REMOVE PLANTER
REMOVE DRAIN INLET (SEE NOTE 13)
PROTECT DRAINAGE MANHOLE IN PLACE (SEE NOTE 13)
PROTECT TRAFFIC SIGNAL POLE IN PLACE (SEE TRAFFIC PLANS)
PROTECT LIGHT POLE IN PLACE
REMOVE SIDEWALK
SAWCUT ASPHALT/CONCRETE, TYP., SEE NOTE 2
REMOVE TRAFFIC SIGNAL POLE (SEE TRAFFIC PLANS)
REMOVE AND REPLACE TACTILE PAVING
1
2
3
4
5
6
7
8
9
12
13
14
DEMOLITION NOTES:
REMOVE BRICK CROSSWALK, REPLACE WITH BRICK TEXTURED EPOXY
REMOVE BENCH (SEE NOTE 9)
REMOVE DRAINAGE MANHOLE (SEE NOTE 13)
REMOVE AND RELOCATE LIGHT
REMOVE STEEL GUTTER PLATES
PROTECT BOLLARD IN PLACE
PROTECT OCS POLE/BOX IN PLACE
REMOVE OCS POLE
REMOVE TRACK (SEE NOTE 12)
REMOVE PEDESTRIAN RAMP
RELOCATE SIGN (SEE TRAFFIC PLANS)
PROTECT TRAFFIC SIGNAL BOX IN PLACE (SEE TRAFFIC PLANS)
REMOVE TRAFFIC SIGNAL BOX (SEE TRAFFIC PLANS)
PROTECT DRAIN INLET IN PLACE (SEE NOTE 13)
SEE NOTE 515
11
10
16
17
18
19
20
21
22
23
24
27
28
29
30
26
25
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
207+00
208+00
209+00
210+0
0
211+
0
0
SIMPSON
A
V
E
SIMP
S
O
N
A
V
E
S 1
1
0
0
E
A
S
T
S
T
R
E
E
T
SUGA
R
M
O
N
T
D
R
I
V
E
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-4-002.dwg
24-03849
Sheet No.
1/
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0
d
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\
3
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c
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4
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2
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w
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S-LINE EXTENSION PROJECT
SL-C-C-4-002.dwg
C4002
DEMOLITION PLAN
WB STA 206+50 TO WB STA 211+50
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
1" = 20'
01-16-26
MA
T
C
H
L
I
N
E
:
S
T
A
2
0
6
+
5
0
SE
E
D
W
G
C
4
0
0
1
MA
T
C
H
L
I
N
E
:
S
T
A
2
1
1
+
5
0
SE
E
D
W
G
C
4
0
0
3
30
30
3
30
26
30
30
30
30
30
9
30
12
30
30
30
30
30
30
30
30
WB TRACK ℄
EB TRACK ℄
CRA
PROPERTY
CRA
PROPERTY
CRA
PROPERTY
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
30
30
30
30
12
NOTES:
1.RESTORE ALL DISTURBED GROUND SURFACES TO ORIGINAL CONDITION.
2.SAWCUT AND MATCH EXISTING PAVEMENT.
3.PROTECT EXISTING INFRASTRUCTURE NOT BEING REMOVED.
4.FOR EXACT UTILITY TREATMENT DETAILS SUCH AS SALVAGE, REMOVE,
RELOCATE, AND PROTECT IN PLACE, SEE UTILITY RELOCATION PLAN
DRAWINGS U1210 - U1214, U1225, U1231, AND U1232.
5.CURB REMOVAL IS TO BE TO THE NEXT CONTRACTION JOINT FROM THE
IMPACTED AREA AND IS TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION.
6.IN CRA, ALL EXISTING DEVELOPMENT INCLUDING BUT NOT LIMITED TO:
BUILDINGS, DRIVEWAYS, PARKING AREAS, UTILITIES, SIGNS, POLES
FOUNDATIONS, ETC WILL BE REMOVED BY OTHERS OUTSIDE THIS
CONTRACT.
7.SIDEWALK ALONG SIMPSON BETWEEN 1100 EAST STREET AND HIGHLAND
INTERSECTION MAY BE REMOVED AS PART OF CRA SITE DEMO. IF NOT, THIS
PROJECT WILL REMOVE IT.
8.EXISTING BUILDINGS ON THE PROPERTY OWNED BY CRA ALONG SIMPSON
AVE. WILL ENCROACH OVER PROPERTY LINES. BUILDINGS THAT ENCROACH
INTO THE PUBLIC RIGHT OF WAY WILL NEED TO BE DEMOLISHED PRIOR TO
FINAL PLAT APPROVAL.
9.SEE DRAWINGS D1201 - D1203 FOR MORE INFORMATION.
SEE NOTE 7
3
13
13
4
3
3
12
RELOCATE BUMPING POST TO END OF LINE
REMOVE CONCRETE
REMOVE CURB AND GUTTER
REMOVE SIGN AND PROVIDE TO OWNER
REMOVE TREE
RELOCATE DECORATIVE LIGHTING
REMOVE PLANTER
REMOVE DRAIN INLET (SEE NOTE 9)
PROTECT DRAINAGE MANHOLE IN PLACE (SEE NOTE 9)
PROTECT TRAFFIC SIGNAL POLE IN PLACE (SEE TRAFFIC PLANS)
PROTECT LIGHT POLE IN PLACE
REMOVE SIDEWALK
SAWCUT ASPHALT/CONCRETE, TYP., SEE NOTE 2
REMOVE TRAFFIC SIGNAL POLE (SEE TRAFFIC PLANS)
REMOVE AND REPLACE TACTILE PAVING
1
2
3
4
5
6
7
8
9
12
13
14
DEMOLITION NOTES:
REMOVE BRICK CROSSWALK, REPLACE WITH BRICK TEXTURED EPOXY
REMOVE BENCH
REMOVE DRAINAGE MANHOLE (SEE NOTE 9)
REMOVE AND RELOCATE LIGHT
REMOVE STEEL GUTTER PLATES
PROTECT BOLLARD IN PLACE
PROTECT OCS POLE/BOX IN PLACE
REMOVE OCS POLE
REMOVE TRACK
REMOVE PEDESTRIAN RAMP
RELOCATE SIGN (SEE TRAFFIC PLANS)
PROTECT TRAFFIC SIGNAL BOX IN PLACE (SEE TRAFFIC PLANS)
REMOVE TRAFFIC SIGNAL BOX (SEE TRAFFIC PLANS)
PROTECT DRAIN INLET IN PLACE (SEE NOTE 9)
SEE NOTE 415
11
10
16
17
18
19
20
21
22
23
24
27
28
29
30
26
25
LEGEND:
AC PAVEMENT REMOVAL
LIMITS OF CONSTRUCTION
SIDEWALK REMOVAL,
SEE NOTE 7
212+00
213+00 214+00 215+00
212+00
213+00 214+00 215+00
W W WWWW
W W
W
W W W W W W W W
W
W
W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W
W
W
W
W
W
W
W
W
W
W
HIG
H
L
A
N
D
D
R
I
V
E
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-4-003.dwg
24-03849
Sheet No.
1/
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3
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c
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3
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S-LINE EXTENSION PROJECT
SL-C-C-4-003.dwg
MA
T
C
H
L
I
N
E
:
S
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A
2
1
1
+
5
0
SE
E
D
W
G
C
4
0
0
2
C4003
DEMOLITION PLAN
WB STA 211+50 TO WB STA 215+84.18
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
1" = 20'
01-16-26
11
.
5
0
'
23
'
10
26
14
18
8 3
3
5
5
5 30
30
5
3
830
30
9
29
30 30
14
5
15
30
10
30
WB TRACK ℄
EB TRACK ℄PROPOSED PLATFORM
5
3
3
3 3
13
30
29
3
5
30
LEGEND:
AC PAVEMENT REMOVAL
LIMITS OF CONSTRUCTION
SIDEWALK REMOVAL
12
NOTES:
1.RESTORE ALL DISTURBED GROUND SURFACES TO ORIGINAL CONDITION.
2.SAWCUT AND MATCH EXISTING PAVEMENT.
3.PROTECT EXISTING INFRASTRUCTURE NOT BEING REMOVED.
4.FOR EXACT UTILITY TREATMENT DETAILS SUCH AS SALVAGE, REMOVE,
RELOCATE, AND PROTECT IN PLACE, SEE UTILITY RELOCATION PLAN
DRAWINGS U1213, U1214, U1220 - U1222, U1225 - U1227, U1231, AND U1232.
5.CURB REMOVAL IS TO BE TO THE NEXT CONTRACTION JOINT FROM THE
IMPACTED AREA AND IS TO REMAIN WITHIN THE LIMITS OF CONSTRUCTION.
6.IN CRA, ALL EXISTING DEVELOPMENT INCLUDING BUT NOT LIMITED TO:
BUILDINGS, DRIVEWAYS, PARKING AREAS, UTILITIES, SIGNS, POLES
FOUNDATIONS, ETC WILL BE REMOVED BY OTHERS OUTSIDE THIS CONTRACT.
7.ITEM TO BE SALVAGED AND RETURNED TO OWNER.
8.EXISTING BUILDINGS ON THE PROPERTY OWNED BY CRA ALONG SIMPSON AVE.
WILL ENCROACH OVER PROPERTY LINES. BUILDINGS THAT ENCROACH INTO
THE PUBLIC RIGHT OF WAY WILL NEED TO BE DEMOLISHED PRIOR TO FINAL
PLAT APPROVAL.
9.SEE CIVIL SHEETS C1108 AND C1109 FOR DEMOLITION GEOMETRY.
10.SEE DRAWINGS D1201 - D1203 FOR MORE INFORMATION.
11.SEE DRAWINGS C1003 FOR THE LOCATIONS OF THE PROPOSED LANDSCAPING.
13
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
13
27
30
28
RELOCATE BUMPING POST TO END OF LINE
REMOVE CONCRETE
REMOVE CURB AND GUTTER
REMOVE SIGN AND PROVIDE TO OWNER
REMOVE TREE
RELOCATE DECORATIVE LIGHTING
REMOVE PLANTER
REMOVE DRAIN INLET (SEE NOTE 10)
PROTECT DRAINAGE MANHOLE IN PLACE (SEE NOTE 10)
PROTECT TRAFFIC SIGNAL POLE IN PLACE (SEE TRAFFIC PLANS)
PROTECT LIGHT POLE IN PLACE
REMOVE SIDEWALK
SAWCUT ASPHALT/CONCRETE, TYP., SEE NOTE 2
REMOVE TRAFFIC SIGNAL POLE (SEE TRAFFIC PLANS)
REMOVE AND REPLACE TACTILE PAVING
1
2
3
4
5
6
7
8
9
12
13
14
DEMOLITION NOTES:
REMOVE BRICK CROSSWALK, REPLACE WITH BRICK TEXTURED EPOXY
REMOVE BENCH
REMOVE DRAINAGE MANHOLE (SEE NOTE 10)
REMOVE AND RELOCATE LIGHT (SEE ROADWAY PLANS)
REMOVE STEEL GUTTER PLATES
PROTECT BOLLARD IN PLACE
PROTECT OCS POLE/BOX IN PLACE
REMOVE OCS POLE
REMOVE TRACK
REMOVE PEDESTRIAN RAMP
RELOCATE SIGN (SEE TRAFFIC PLANS)
PROTECT TRAFFIC SIGNAL BOX IN PLACE (SEE TRAFFIC PLANS)
REMOVE TRAFFIC SIGNAL BOX (SEE TRAFFIC PLANS)
PROTECT DRAIN INLET IN PLACE (SEE NOTE 10)
SEE NOTE 4
REMOVE AND RESTORE LANDSCAPING AND IRRIGATION (SEE NOTE 11)
15
11
10
16
17
18
19
20
21
22
23
24
27
28
29
30
26
25
29
4
8
31
30
5
SD
SD
SD
S
M
C
C
L
E
L
L
A
N
D
S
T
R
E
E
T
SUGARMO
N
T
D
R
I
V
E
SIMPSO
N
A
V
E
SUGARMO
N
T
D
R
I
V
E
L
STOP
STOP
STOP
STOP
1
0
+
0
0
1
0
+
8
8
BP = 10+00.00
EP = 10+87.69
100+00
102+00
104
+
0
0
BP
=
1
0
0
+
0
0
.
0
0
PC
=
1
0
1
+
0
4
.
6
0
CCTV
L=340.129,
R=446.622
5
0
+
0
0
5
0
+
2
0
50+4
0
50+6
0
50+
8
0
51+
0
0
51+
2
0
203+00
204+00
205+00
206+
0
0
207
+
0
0
203+00
204+00
205+00
206+
0
0
207
+
0
0
0+00
1+00
2+00
3+00
4+0
0
4340
4350
4360
4370
4380
4360
4380
43
5
2
.
8
4
43
5
2
.
8
100+00
43
5
3
.
6
4
43
5
3
.
6
43
5
4
.
4
1
43
5
4
.
4
101+00
43
5
5
.
2
3
43
5
5
.
2
43
5
5
.
9
6
43
5
6
.
0
102+00
43
5
6
.
6
1
43
5
6
.
6
43
5
6
.
6
1
43
5
6
.
6
103+00
43
5
6
.
7
1
43
5
6
.
7
43
5
7
.
1
4
43
5
7
.
1
104+00
4370
4350
SSD = 554.06
LVC 150.00'
P
V
I
1
0
2
+
3
4
.
7
3
EL
4
3
5
6
.
6
0
P
V
C
1
0
1
+
5
9
.
7
3
EL
4
3
5
5
.
4
0
2
P
V
T
1
0
3
+
0
9
.
7
3
EL
4
3
5
6
.
7
6
PV
I
1
0
0
+
3
7
.
1
0
EL
=
4
3
5
3
.
4
4
4340
1.60%
0.21%
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
SL-C-C-1-001.dwg
MA
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:
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1
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4
+
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0
SE
E
D
W
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C
1
0
0
2
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
EXISTING GROUND
PROPOSED CENTERLINE GRADE
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-001.dwg
24-03849
Sheet No.
1/
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4
0
d
e
s
i
g
n
e
n
g
\
3
0
c
i
v
\
c
a
d
\
s
h
e
e
t
s
\
s
l
-
c
-
c
-
1
-
0
0
1
.
d
w
g
S-LINE EXTENSION PROJECT
PROPOSED SIMPSON GUTTER
ALIGNMENT. SEE SHEET C1101 FOR
CURB AND GUTTER PROFILE
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
MATCH EXISTING
SEE RAMP 2 SHEET C3001
FOR ADA RAMP INFORMATION
SEE RAMP 1 SHEET C3001
FOR ADA RAMP INFORMATION
PROPOSED
DRAINAGE INLET
TIE TO EXISTING
GUTTER EDGE
SAWCUT
McCLELLAND ST ℄
FENCE
SEE RAMP 3 & 4 SHEET C3002
FOR ADA RAMP INFORMATION
PROPOSED SIDEWALK ALIGNMENT SEE SHEETS
C1201 & C1202 FOR MORE INFORMATION
FENCE
FENCE
PROPOSED EMERGENCY DRIVEWAY
SEE SHEETS C1007 & C3007
FOR MORE INFORMATION
BEGIN BOLLARD & CABLE
STA 203+72.38, OFF 6.33' LT
(WB TRACK)
SEE RAMP 2 SHEET C3001
FOR ADA RAMP INFORMATION
BOLLARD & CABLE
BOLLARD & CABLE
BOLLARD & CABLE
STA 205+42.12, OFF 6.33' LT
(WB TRACK)
BEGIN BOLLARD & CABLE
STA 205+83.48, OFF 6.33' LT
(WB TRACK)
HARDSCAPING
3' LANDSCAPE BUFFER
PROPOSED CATCH
BASIN
PROPOSED
DRAINAGE INLETS PROPOSED
6' SIDEWALK
BOLLARD & CABLE
BEGIN BOLLARD & CABLE
STA 203+74.25, OFF 5.92' LT
(EB TRACK)
END BOLLARD & CABLE
STA 204+94.61, OFF 5.92' LT
(EB TRACK)
C1001
SIMPSON PLAN AND PROFILE
STA 100+00 TO STA 104+00
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
SEE SHEET C1004
END BOLLARD & CABLE
STA 205+85.18, OFF 23.30' LT
(WB TRACK)
HARDSCAPING
FENCE
DOUBLE SWING GATE
SEE SHEET C3010
BEGIN LANDSCAPE BUFFER
STA 205+88.5 (WB TRACK)
TIE TO EXISTING
AT 100+37.18
END EXISTING CROSS SLOPE
BEGIN TRANSITION TO PLANAR
CROSS SLOPE
STA 101+80 (SIMPSON AVE)
END CROSS SLOPE TRANSITION
BEGIN PLANAR CROSS SLOPE
STA 102+35 (SIMPSON AVE)
SIMPSON AVE
SIMP
S
O
N
A
V
E
S 1
1
0
0
E
A
S
T
S
T
R
E
E
T
L
L
L
CCTV
1
0
+
0
0
1
0
+
7
5
PC = 105+97.06
PT
=
1
0
4
+
4
4
.
7
3
PT = 106+88.95
L=91.899,R=120.000
207+00
208+00
209+00
210
+
0
0
211
+
0
0
207+00
208+00
209+00
210
+
0
0
51+00
52+00
53+00
54+0
0
55+
0
0
4+00
5+00
6+00
7+0
0
8+0
0
104+00
105+00
106+00
107
+
0
0
108
+
0
0
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
105+00
43404340
4350
4360
4370
4380
4350
4360
4370
4380
43
5
7
.
1
4
43
5
7
.
1
104+00
43
5
7
.
4
8
43
5
7
.
5
43
5
7
.
7
3
43
5
7
.
7
43
5
8
.
6
3
43
5
8
.
6
43
5
9
.
8
9
43
5
9
.
9
106+00
43
6
1
.
4
8
43
6
1
.
5
43
6
2
.
9
3
43
6
2
.
9
43
6
4
.
1
9
43
6
4
.
2
43
6
5
.
5
7
43
6
5
.
6
108+00107+00
2.17%
3.89%
2.40%
2.56%
2.27%
HSD = 1584.71
LVC 145.00'
P
V
I
1
0
4
+
9
1
.
5
0
EL
4
3
5
7
.
1
5
P
V
C
1
0
4
+
1
9
.
0
0
EL
4
3
5
6
.
9
9
4
P
V
T
1
0
5
+
6
4
.
0
0
EL
4
3
5
8
.
7
2
LVC 20.00'
P
V
C
1
0
7
+
9
7
.
4
0
EL
4
3
6
5
.
0
9
4
SSD = 337.72
LVC 40.00'
P
V
I
1
0
6
+
3
3
.
6
2
EL
4
3
6
1
.
1
7
P
V
C
1
0
6
+
1
3
.
6
2
EL
4
3
6
0
.
2
9
2
P
V
T
1
0
6
+
5
3
.
6
2
EL
4
3
6
1
.
6
2
PV
I
1
0
5
+
8
5
.
8
1
EL
=
4
3
5
9
.
2
0
PVI 106+10.84
EL= 4360.17
PV
I
1
0
7
+
6
3
.
7
3
EL
=
4
3
6
4
.
2
3
PV
I
1
0
6
+
7
8
.
4
0
EL
=
4
3
6
2
.
1
8
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-002.dwg
24-03849
Sheet No.
1/
1
5
/
2
0
2
6
c:
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d
c
\
a
c
c
d
o
c
s
\
k
i
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w
i
t
\
5
4
9
7
1
-
s
l
i
n
e
d
o
u
b
l
e
t
r
a
c
k
\
p
r
o
j
e
c
t
f
i
l
e
s
\
4
0
d
e
s
i
g
n
e
n
g
\
3
0
c
i
v
\
c
a
d
\
s
h
e
e
t
s
\
s
l
-
c
-
c
-
1
-
0
0
2
.
d
w
g
S-LINE EXTENSION PROJECT
SL-C-C-1-002.dwg
MA
T
C
H
L
I
N
E
:
S
T
A
1
0
4
+
0
0
SE
E
D
W
G
C
1
0
0
1
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
PROPOSED SIMPSON GUTTER
ALIGNMENT. SEE SHEET C1102
FOR CURB AND GUTTER PROFILE
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
SEE RAMP 5 SHEET C3003
FOR PEDESTRIAN
CROSSING & ROADWAY
TABLE TOP INFORMATION
PROPOSED SIDEWALK
ALIGNMENT SEE SHEETS C1201 &
C1202 FOR MORE INFORMATION
SEE RAMP 5 SHEET C3003
FOR PEDESTRIAN
CROSSING INFORMATION
EXISTING GROUND
PROPOSED CENTERLINE GRADE
MA
T
C
H
L
I
N
E
:
S
T
A
1
0
8
+
0
0
SE
E
D
W
G
C
1
0
0
3
PROPOSED
6' SIDEWALK
TIE TO EXISTING
GUTTER EDGE
TIE TO EXISTING
GUTTER EDGE
SAWCUT
SEE RAMP 6 SHEET C3004
FOR ADA RAMP INFORMATION
PROFILE CONTROLLED BY
PEDESTRIAN CROSSING & ROADWAY TABLE TOP
SEE RAMP 7 SHEET C3004
FOR ADA RAMP INFORMATION
S 11TH E ℄
END BOLLARD & CABLE
STA 208+72.25, OFF 6.33' LT
(WB TRACK)
BEGIN BOLLARD & CABLE
STA 208+82.46, OFF 9.45' LT
(WB TRACK)
BOLLARD & CABLE
PROPOSED
DRAINAGE INLET
COORDINATE CONSTRUCTION OF BULBOUT WITH
FAIRMONT DEVELOPMENT ON THE SOUTHEAST CORNER
OF SIMPSON/1100 EAST. BULBOUT CONSTRUCTION WILL
BE BY FAIRMONT DEVELOPMENT. CITY PROJECT INFO
NUMBER: PLNPCM2025-00742 AND BUILDING PERMIT
BLD2025-05782 (ADDRESS: 2257 S 1100 E)
SEE SHEET C1005 FOR
TIE IN INFORMATION
SAWCUT
PROPOSED CLEANOUT
C1002
SIMPSON PLAN AND PROFILE
STA 104+00 TO STA 108+00
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
END 3' LANDSCAPE BUFFER
BEGIN HARDSCAPE
STA 209+85 (WB TRACK)
3' LANDSCAPE BUFFER
2' HARDSCAPE
BOLLARD & CABLE
SD SD SD SD SD SD SD SD
SD
SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD SD SD SD SD
SD
SD
HIG
H
L
A
N
D
D
R
I
V
E
STOP
8+00
9+
0
0
9
+
3
0
55+00
55+9
0
1
1
+
6
3
1
1
+
0
0
EP = 11+62.76
108+00 109+00
110+
0
0
110+
9
7
EP = 110+97.39
PI
=
1
0
9
+
3
6
.
2
2
215+84 211+00 212+00 213+00 214+00 215+00
215+85 211+00 212+00
213+00 214+00 215+00
0
+
0
0
1+00
2+00 3+00
4
+
0
0
4
+
4
6
109+00
43504350
4360
4370
4380
4390
4360
4370
4380
4390
43
6
5
.
1
6
43
6
5
.
2
108+00
43
6
6
.
7
6
43
6
6
.
8
43
6
8
.
4
2
43
6
8
.
4
43
7
0
.
0
6
43
7
0
.
1
43
7
1
.
6
3
43
7
1
.
6
110+00
43
7
3
.
3
4
43
7
3
.
3
111+50
3.06%
4.01%
3.31%
3.23%
LVC 35.00'
P
V
I
1
1
0
+
3
1
.
0
5
EL
4
3
7
2
.
5
7
P
V
C
1
1
0
+
1
3
.
5
5
EL
4
3
7
2
.
0
4
0
P
V
T
1
1
0
+
4
8
.
5
5
EL
4
3
7
3
.
2
8
LVC 20.00'
P
V
I
1
0
8
+
0
7
.
4
0
EL
4
3
6
5
.
3
5
P
V
T
1
0
8
+
1
7
.
4
0
EL
4
3
6
5
.
6
8
MATCH EXISTING
PVI 110+82.30
EL= 4374.63
PV
I
1
0
9
+
3
6
.
2
2
EL
=
4
3
6
9
.
6
2
PV
I
1
0
9
+
6
9
.
8
9
EL
=
4
3
7
0
.
7
1
111+00
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-003.dwg
24-03849
Sheet No.
1/
1
5
/
2
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2
6
c:
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a
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c
d
o
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k
i
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w
i
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\
5
4
9
7
1
-
s
l
i
n
e
d
o
u
b
l
e
t
r
a
c
k
\
p
r
o
j
e
c
t
f
i
l
e
s
\
4
0
d
e
s
i
g
n
e
n
g
\
3
0
c
i
v
\
c
a
d
\
s
h
e
e
t
s
\
s
l
-
c
-
c
-
1
-
0
0
3
.
d
w
g
S-LINE EXTENSION PROJECT
SL-C-C-1-003.dwg
MA
T
C
H
L
I
N
E
:
S
T
A
1
0
8
+
0
0
SE
E
D
W
G
C
1
0
0
2
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
PROPOSED SIDEWALK ALIGNMENT
SEE SHEETS C1201 & C1202 FOR
MORE INFORMATION
EXISTING GROUND PROPOSED CENTERLINE GRADE
SAWCUT
SAWCUT
TIE TO EXISTING
GUTTER EDGE
PROPOSED HIGHLAND SE
GUTTER ALIGNMENT SEE SHEET C1108
FOR CURB AND GUTTER PROFILE
HIGHLAND DR ℄
TIE TO EXISTING
GUTTER EDGE
SAWCUT
SAWCUT
BEGIN BOLLARD & CABLE
STA 212+93.49, OFF 6.08' RT
(EB TRACK)
END BOLLARD & CABLE
STA 214+78.87, OFF 6.08' RT
(EB TRACK)
BEGIN BOLLARD & CABLE
STA 214+89.53, OFF 5.92' RT
(EB TRACK)
END BOLLARD & CABLE
STA 215+85.29, OFF 5.92' RT
(EB TRACK)
BOLLARD & CABLE
BOLLARD & CABLE
END BOLLARD & CABLE
STA 211+47.59, OFF 9.00' LT
(WB TRACK)
BOLLARD & CABLE
STA 211+42.26, OFF 11.50' LT
(WB TRACK)
PROPOSED SWING GATE
SEE SHEET 3013
PROPOSED
DRAINAGE INLET
PROPOSED SIMPSON GUTTER
ALIGNMENT. SEE SHEET C1103 FOR
CURB AND GUTTER PROFILE
2' HARDSCAPING
MAINTENANCE
WALKWAY
SEE RAMP 9 SHEET C3005
FOR ADA RAMP INFORMATION
SEE RAMP 8 SHEET C3005
FOR ADA RAMP INFORMATION
PEDESTRIAN SIDEWALK
C1003
SIMPSON PLAN AND PROFILE
STA 108+00 TO STA 111+00
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
SEE SHEET C1108
FOR TIE IN INFORMATION
SEE SHEET C1109
FOR TIE IN INFORMATION
LANDSCAPING
LANDSCAPING BY OTHERS
LANDSCAPING
SEE SHEET C1108 FOR TIE IN INFORMATION
SEE SHEET C1006 FOR
BUS STOP INFORMATION
SEE SHEET C1106
FOR TIE IN INFORMATION
SEE SHEET C1108
FOR TIE IN INFORMATION
SD
SD
S MCCLELLAND STREET
SU
G
A
R
M
O
N
T
D
R
I
V
E
L
ST
O
P
ST
O
P
ST
O
P
ST
O
P
BP = 10+00.00 EP = 10+87.69
1
0
0
+
0
0
1
0
1
+
0
0
CC
T
V
2
0
3
+
0
0
2
0
4
+
0
0
2
0
3
+
0
0
2
0
4
+
0
0
10+00 10+88
43404340
4350
4370
4350
4360
4370
4380
4360
4380
10+00
43
5
4
.
4
8
43
5
4
.
5
11+00
-0.01%
-1.42%
2.79%
PV
I
1
0
+
1
8
.
4
3
EL
=
4
3
5
4
.
1
0
PV
I
1
0
+
5
6
.
0
6
EL
=
4
3
5
4
.
4
8
PROFILE TO MATCH EXISTING
ELEVATED PEDESTRIAN CROSSING
PVI 10+59.53
EL= 4354.43
PV
I
1
0
+
3
6
.
0
6
EL
=
4
3
5
4
.
4
8
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
SL-C-C-1-004.dwg
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-004.dwg
24-03849
Sheet No.
1/
1
5
/
2
0
2
6
c:
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d
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w
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\
5
4
9
7
1
-
s
l
i
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e
d
o
u
b
l
e
t
r
a
c
k
\
p
r
o
j
e
c
t
f
i
l
e
s
\
4
0
d
e
s
i
g
n
e
n
g
\
3
0
c
i
v
\
c
a
d
\
s
h
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t
s
\
s
l
-
c
-
c
-
1
-
0
0
4
.
d
w
g
S-LINE EXTENSION PROJECT
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
McCLELLAND ST ℄
SAWCUT
42" BLACK VINYL FENCE
MATCH EXISTING TOP OF
ELEVATED PEDESTRIAN CROSSWALK
REMOVE EXISTING DRAIN PLATE AND
FILL CURB AND GUTTER GAP WITH CONCRETE
UP TO THE END OF THE EXISTING CROSSWALK.
PROPOSED WATERWAY
GUTTER
PROPOSED TACTILE STRIP
42" BLACK VINYL FENCE
42" BLACK VINYL FENCE
SEE RAMP 1 SHEET C3001
FOR ADA RAMP INFORMATION
SEE RAMP 4 SHEET C3002
FOR ADA RAMP INFORMATION
SEE RAMP 2 SHEET C3001
FOR ADA RAMP INFORMATION
SEE RAMP 3 SHEET C3002
FOR ADA RAMP INFORMATION
PROTECT EXISTING TACTILE STRIP
BEGIN 42" BLACK VINYL FENCE
STA 202+92.42, OFF 5.00' RT
(EB TRACK)
1
END 42" BLACK VINYL FENCE
STA 203+08.92, OFF 5.00' RT
(EB TRACK)
2
BEGIN 42" BLACK VINYL FENCE
STA 203+57.82, OFF 5.35' RT
(EB TRACK)
3
END 42" BLACK VINYL FENCE
STA 203+63.82, OFF 5.36' RT
(EB TRACK)
4
BEGIN 42" BLACK VINYL FENCE
STA 202+91.70, OFF 5.21' LT
(WB TRACK)
END 42" BLACK VINYL FENCE
STA 203+12.21, OFF 5.35' LT
(WB TRACK)
BEGIN 42" BLACK VINYL FENCE
STA 203+53.46, OFF 5.41' LT
(WB TRACK)
7
END 42" BLACK VINYL FENCE
STA 203+62.46, OFF 6.67' LT
(WB TRACK)
8
42" BLACK VINYL FENCE
PROTECT-IN-PLACE
EXISTING CROSSWALK
C1004
McCLELLAND ST
PLAN AND PROFILE
STA 10+00 TO STA 10+88
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
FOR RED BRICK FOR THERMAL PLASTIC
CROSSWALK, SALVAGE EXISTING BRICKS
AND DELIVER TO SLC TRANSPORTATION
5
BEGIN 42" BLACK VINYL FENCE
STA 202+82.92, OFF 6.97' RT
(EB TRACK)
9
42" BLACK VINYL FENCE CORNER
STA 202+82.89, OFF 14.53' RT
(EB TRACK)
10
6
END 42" BLACK VINYL FENCE
STA 202+92.44, OFF 14.48' RT
(EB TRACK)
11
EXISTING GROUND
PROPOSED GRADE
PROPOSED WATERWAY GUTTER
PROPOSED SIMPSON SURFACE
5
6
7
8
3
4
2
1
910
11
OGS POLE SEE SHEET
Y7303 FOR INFORMATION
OGS POLE SEE SHEET
Y7303 FOR INFORMATION
SD
SD
SD
SD
SD
SD
S 1100 EAST STREET
L
CC
T
V
BP = 10+00.00
EP = 10+75.42
20
9
+
0
0
10
6
+
0
0
1
0
7
+
0
0
20
8
+
0
0
2
0
9
+
0
0
10+75 10+00
43404340
4350
4370
4350
4360
4370
4380
4360
4380
10+00
43
6
1
.
2
5
43
6
1
.
3
11+00
0.55%
SSD = 775.02
LVC 35.00'
P
V
I
1
0
+
3
9
.
4
3
EL
4
3
6
1
.
3
0
P
V
C
1
0
+
2
1
.
9
3
EL
4
3
6
1
.
1
9
9
P
V
T
1
0
+
5
6
.
9
3
EL
4
3
6
1
.
2
4
MATCH EXISTING
PVI 10+10.00
EL= 4361.13 MATCH PROPOSED SIMPSON SURFACE
PVI 10+59.49
EL= 4361.23
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
SL-C-C-1-005.dwg
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
EXISTING GROUND
PROPOSED GRADE
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-005.dwg
24-03849
Sheet No.
1/
1
5
/
2
0
2
6
c:
\
u
s
e
r
s
\
e
r
i
c
.
s
h
u
\
d
c
\
a
c
c
d
o
c
s
\
k
i
e
w
i
t
\
5
4
9
7
1
-
s
l
i
n
e
d
o
u
b
l
e
t
r
a
c
k
\
p
r
o
j
e
c
t
f
i
l
e
s
\
4
0
d
e
s
i
g
n
e
n
g
\
3
0
c
i
v
\
c
a
d
\
s
h
e
e
t
s
\
s
l
-
c
-
c
-
1
-
0
0
5
.
d
w
g
S-LINE EXTENSION PROJECT
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
S 11TH E ℄
SAWCUT
SAWCUT
SEE RAMP 7 SHEET C3004
FOR ADA RAMP INFORMATION
SEE RAMP 6 SHEET C3004
FOR ADA RAMP INFORMATION
SEE RAMP 5 SHEET C3003 FOR PEDESTRIAN
CROSSING & ROADWAY TABLE TOP INFORMATION
C1005
S 11TH E PLAN AND PROFILE
STA 10+00 TO STA 11+00
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
TIE IN EXISTING
AT STA. 10+10.05
TIE IN EXISTING
AT STA. 10+22.31
HIGHLAND DRIVEHIGHLAND DRIVE
SD
SD
SD
SD
SD
ST
O
P
BP
=
1
0
+
0
0
.
0
0
EP
=
1
1
+
6
2
.
7
6
2
1
2
+
0
0
2
1
3
+
0
0
2
1
2
+
0
0
2
1
3
+
0
0
10+00 11+00 11+63
1
0
9
+
0
0
1
1
0
+
0
0
0+00
9
+
0
0
9+30
4350 4350
4370
4390
4360
4370
4380
4390
4360
4380
10+00
43
7
0
.
8
3
43
7
0
.
8
43
7
0
.
8
5
43
7
0
.
9
11+00 12+00
0.85%-0.79%-1.72%
MATCH EXISTING
PVI 10+27.47
EL= 4370.64
PV
I
1
0
+
7
5
.
2
1
EL
=
4
3
7
1
.
0
5
PV
I
1
1
+
0
2
.
9
6
EL
=
4
3
7
0
.
8
3
MATCH EXISTING
PVI 11+45.71
EL= 4370.09
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
EXISTING GROUND
PROPOSED GRADE
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-006.dwg
24-03849
Sheet No.
1/
1
5
/
2
0
2
6
c:
\
u
s
e
r
s
\
e
r
i
c
.
s
h
u
\
d
c
\
a
c
c
d
o
c
s
\
k
i
e
w
i
t
\
5
4
9
7
1
-
s
l
i
n
e
d
o
u
b
l
e
t
r
a
c
k
\
p
r
o
j
e
c
t
f
i
l
e
s
\
4
0
d
e
s
i
g
n
e
n
g
\
3
0
c
i
v
\
c
a
d
\
s
h
e
e
t
s
\
s
l
-
c
-
c
-
1
-
0
0
6
.
d
w
g
S-LINE EXTENSION PROJECT
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
TIE INTO EXISTING
GUTTER EDGE
HIGHLAND DR ℄
SAWCUT
SAWCUT
PROPOSED SIMPSON
GUTTER ALIGNMENT SEE SHEET C1101 TO
C1103 FOR CURB AND GUTTER PROFILE
PROPOSED HIGHLAND SE
GUTTER ALIGNMENT SEE SHEET C1108
FOR CURB AND GUTTER PROFILE
TIE INTO EXISTING
GUTTER EDGE
PROFILE CONTROLLED
BY TRACK ALIGNMENT
C1006
HIGHLAND DR
PLAN AND PROFILE
STA 10+00 TO STA 11+63
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
SEE RAMP 8 SHEET C3005
FOR ADA RAMP INFORMATION
BUS STOP
TIE TO EXISTING
AT 10+27.11
TIE TO EXISTING
AT 11+46.55, 20.10' LT
TIE TO EXISTING
AT 11+45.62, 17.96' LT
TIE TO EXISTING
AT 11+45.53,16.45' RT
1
2 3
4
5
BUS STOP
STA 10+23.00, OFF 24.99' RT
(HIGHLAND DR CL)
MATCH EXISTING SIDEWALK
1
BUS STOP
STA 10+29.79, OFF 24.97' RT
(HIGHLAND DR CL)
MATCH EXISTING SIDEWALK
2
BUS STOP
STA 10+38.00, OFF 26.46' RT
(HIGHLAND DR CL)
MATCH PROPOSED SIDEWALK
3
BUS STOP
STA 10+38.01, OFF 19.59' RT
(HIGHLAND DR CL)
MATCH EXISTING BACK OF CURB
4
BUS STOP
STA 10+22.99, OFF 19.51' RT
(HIGHLAND DR CL)
MATCH EXISTING BACK OF CURB
5
SD
SD
SD
L
L
STOP
STOP
102+00
103+
0
0
10
4
+
0
0
5
0
+
0
0
51
+
0
0
BP
=
0
+
0
0
.
0
0
PC
=
1
+
4
1
.
7
8
PT
=
1
+
6
0
.
8
0
EP
=
1
+
6
8
.
9
8
TCB
S2S6S10S14
204+00
205+0
0
206
+
0
0
20
7
+
0
0
204+00
205+
0
0
206
+
0
0
20
7
+
0
0
1+00
2+00
3+0
0
4+
0
0
0+00
1+69
20'
1+00
43404340
4350
4360
4370
4380
4350
4360
4370
4380
0+00
43
5
7
.
1
1
43
5
7
.
1
43
5
7
.
9
9
43
5
8
.
0
2+00
4.81%
1.28%
6.17%
0.46%
PV
I
1
+
2
4
.
5
2
EL
=
4
3
5
9
.
1
7
PVI 1+30.56
EL= 4359.24
PV
I
0
+
3
0
.
4
5
EL
=
4
3
5
6
.
1
3
PV
I
0
+
4
6
.
1
0
EL
=
4
3
5
7
.
0
9
PV
I
0
+
6
0
.
3
0
EL
=
4
3
5
7
.
1
6
PV
I
0
+
7
2
.
0
6
EL
=
4
3
5
7
.
2
2
PV
I
0
+
8
5
.
2
1
EL
=
4
3
5
7
.
2
8
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-007.dwg
24-03849
Sheet No.
1/
1
5
/
2
0
2
6
c:
\
u
s
e
r
s
\
e
r
i
c
.
s
h
u
\
d
c
\
a
c
c
d
o
c
s
\
k
i
e
w
i
t
\
5
4
9
7
1
-
s
l
i
n
e
d
o
u
b
l
e
t
r
a
c
k
\
p
r
o
j
e
c
t
f
i
l
e
s
\
4
0
d
e
s
i
g
n
e
n
g
\
3
0
c
i
v
\
c
a
d
\
s
h
e
e
t
s
\
s
l
-
c
-
c
-
1
-
0
0
7
.
d
w
g
S-LINE EXTENSION PROJECT
SL-C-C-1-007.dwg
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
PROPOSED SIMPSON GUTTER
ALIGNMENT. SEE SHEET C1101 FOR
CURB AND GUTTER PROFILE
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
EXISTING GROUND
PROPOSED GRADE
6' SIDEWALK
TYPE D CURB
PROFILE CONTROLLED
BY TRACK ALIGNMENT
PROFILE CONTROLLED
BY TRACK ALIGNMENT
MATCH SIDEWALK ELEVATIONS
EMERGENCY DRIVEWAY ℄
PROPOSED SIDEWALK ALIGNMENT
SEE SHEETS C1201 & C1202 FOR
MORE INFORMATION
PROPOSED SIMPSON
SURFACE
PROPOSED EMERGENCY DRIVEWAY
SEE SHEETS C1007 & C3007
FOR MORE INFORMATION
PROPOSED
DRAINAGE INLET
PROPOSED
DRAINAGE INLET
C1007
EMERGENCY DRIVEWAY
PLAN AND PROFILE
STA 0+00 TO STA 1+50
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
DOUBLE SWING GATE
SEE SHEET C3010
SWING GATE POLE
STA. 204+92.36, 6.84' RT
(EB TRACK)
SWING GATE POLE
STA. 205+38.13, 6.84' RT
(EB TRACK)
BEGIN TYPE A - 3" CURB
STA. 206+00.06, OFF 34.26' LT
(WB TRACK)
R = 5.0'
TIE TO EXISTING AT
STA. 50+09.54
(SIMPSON SIDEWALK CL)
END TYPE A - 3" CURB
STA. 206+09.91, OFF 16.48' LT
(WB TRACK)
R = 5.0'
SD
SD
SD
S
M
C
C
L
E
L
L
A
N
D
S
T
R
E
E
T
SUGARMO
N
T
D
R
I
V
E
SIMPSO
N
A
V
E
SUGARMO
N
T
D
R
I
V
E
L
STOP
STOP
STOP
STOP
1
0
+
0
0
1
0
+
8
8
CCTV
0+00
2+00
100+00
101+00
102+00
103+00
104
+
0
0
BP = 10+00.00
EP = 10+87.69
5
0
+
0
0
51+
0
0
203+00
204+00
205+00
206+
0
0
203+00
204+00
205+00
206+
0
0
BP = 0+00.00
PC
=
0
+
7
5
.
0
5
PC
C
=
2
+
7
8
.
3
3
4340
4350
4360
4370
4380
4360
4380
43
5
3
.
4
1
43
5
3
.
4
0+00
43
5
4
.
2
9
43
5
4
.
3
43
5
4
.
8
0
43
5
4
.
8
1+00
43
5
5
.
8
0
43
5
5
.
8
43
5
6
.
7
7
43
5
6
.
8
2+00
43
5
7
.
1
7
43
5
7
.
2
43
5
6
.
6
5
43
5
6
.
6
3+00
43
5
6
.
8
9
43
5
6
.
9
3+50
0.57%
0.57%
1.57%
MATCH EXISTING
PVI 0+00.00
EL= 4353.41
PV
I
2
+
7
8
.
3
3
EL
=
4
3
5
6
.
4
5
PV
I
1
+
4
5
.
8
5
EL
=
4
3
5
5
.
6
9
4350
4370
4340
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
SL-C-C-1-101.dwg
MA
T
C
H
L
I
N
E
:
S
T
A
3
+
5
0
SE
E
D
W
G
C
1
1
0
2
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
APPROXIMATE EXISTING GROUND
AT LIP OF GUTTER
PROPOSED GRADE AT LIP OF GUTTER
EXISTING CURB AND
GUTTER
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-101.dwg
24-03849
Sheet No.
1/
1
4
/
2
0
2
6
c:
\
u
s
e
r
s
\
e
r
i
c
.
s
h
u
\
d
c
\
a
c
c
d
o
c
s
\
k
i
e
w
i
t
\
5
4
9
7
1
-
s
l
i
n
e
d
o
u
b
l
e
t
r
a
c
k
\
p
r
o
j
e
c
t
f
i
l
e
s
\
4
0
d
e
s
i
g
n
e
n
g
\
3
0
c
i
v
\
c
a
d
\
s
h
e
e
t
s
\
s
l
-
c
-
c
-
1
-
1
0
1
.
d
w
g
S-LINE EXTENSION PROJECT
PROPOSED SIMPSON
GUTTER ALIGNMENT
BEGIN TYPE B CURB & GUTTER
MATCH PROPOSED McCLELLAND NE
CURB & GUTTER ALIGNMENT
STA 0+89.16
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
TIE INTO EXISTING
CURB AND GUTTER
TIE INTO EXISTING
GUTTER PROFILE
PROPOSED
HARDSCAPING
RAMP 2 SEE SHEET C3001
FOR ADA RAMP INFORMATION
RAMP 1 SEE SHEET C3001
FOR ADA RAMP INFORMATION
END TYPE B CURB & GUTTER
BEGIN CURB TRANSITION
STA 2+61.50
(SEE SHEET C3011)
PROPOSED
DRAINAGE INLET
6' SIDEWALK
TIE TO EXISTING
GUTTER EDGE
SAWCUT
McCLELLAND ST ℄
R= 520.02'
R= 486.38'
FENCE
PROPOSED
HARDSCAPING
END CURB TRANSITION
BEGIN MODIFIED TYPE B CURB & GUTTER
STA 2+78.33
(SEE SHEET C3011)
RAMP 3 & 4 SEE SHEET C3002
FOR ADA RAMP INFORMATION
PROPOSED SIDEWALK ALIGNMENT SEE SHEETS
C1201 & C1202 FOR MORE INFORMATION
END CURB TRANSITION
BEGIN TYPE D CURB & GUTTER
STA 1+89.72
END CURB TRANSITION
BEGIN TYPE B CURB & GUTTER
STA 2+45.27
END TYPE D CURB & GUTTER
BEGIN CURB TRANSITION
STA 2+40.27
END TYPE B CURB & GUTTER
BEGIN CURB TRANSITION
STA 1+84.72
FENCE
FENCE
FENCE
BOLLARD & CABLE (TYP)
SEE SHEET C1004
C1101
SIMPSON CURB AND GUTTER
PLAN AND PROFILE
STA 0+00 TO STA 3+50
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
END 4'-0" WATERWAY
MATCH PROPOSED McCLELLAND NE
CURB & GUTTER ALIGNMENT STA 0+74.97
(SEE SHEET C3011)
BEGIN 4'-0" WATERWAY
MATCH PROPOSED McCLELLAND NE
CURB & GUTTER ALIGNMENT STA 0+14.12
(SEE SHEET C3011)
SD
SD
SD
SD
SD
SD
SD
SD
SDPT
=
4
+
0
8
.
3
2
PC
=
5
+
7
3
.
5
9
PT
=
6
+
4
6
.
2
4
CCTV
1+01
0
+
0
0
1+00
207+00
208+00
209+00
210
+
0
0
207+00
208+00
209+00
210
+
0
0
51+00
52+00
53+00
54+0
0
0+0
0
0
+
9
0
104+00
105+00
106+00
107
+
0
0
4+00
5+00
6+00
7+0
0
10+75
1
0
+
0
0
5+00
43404340
0.57%
2.58%
4350
4360
4370
4380
4350
4360
4370
4380
43
5
6
.
8
9
43
5
6
.
9
3+50
43
5
7
.
3
9
43
5
7
.
4
4+00
43
5
7
.
6
7
43
5
7
.
7
43
5
8
.
3
3
43
5
8
.
3
43
5
9
.
3
2
43
5
9
.
3
43
6
1
.
0
0
43
6
1
.
0
6+00
43
6
2
.
4
2
43
6
2
.
4
43
6
3
.
8
5
43
6
3
.
8
7+00
0.61%0.51%1.38%
2.10%
2.34%
4.22%
PV
I
3
+
9
9
.
3
6
EL
=
4
3
5
7
.
1
4
PV
I
4
+
3
8
.
9
5
EL
=
4
3
5
7
.
3
5
PV
I
4
+
6
4
.
1
9
EL
=
4
3
5
7
.
5
0
PV
I
4
+
8
5
.
3
7
EL
=
4
3
5
7
.
7
9
PV
I
5
+
5
8
.
1
2
EL
=
4
3
5
9
.
3
2
PV
I
6
+
0
1
.
0
7
EL
=
4
3
6
1
.
1
3
PV
I
6
+
8
2
.
8
3
EL
=
4
3
6
3
.
0
5
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-102.dwg
24-03849
Sheet No.
1/
1
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2
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2
6
c:
\
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s
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r
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\
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r
i
c
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d
c
\
a
c
c
d
o
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s
\
k
i
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w
i
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\
5
4
9
7
1
-
s
l
i
n
e
d
o
u
b
l
e
t
r
a
c
k
\
p
r
o
j
e
c
t
f
i
l
e
s
\
4
0
d
e
s
i
g
n
e
n
g
\
3
0
c
i
v
\
c
a
d
\
s
h
e
e
t
s
\
s
l
-
c
-
c
-
1
-
1
0
2
.
d
w
g
S-LINE EXTENSION PROJECT
SL-C-C-1-102.dwg
MA
T
C
H
L
I
N
E
:
S
T
A
3
+
5
0
SE
E
D
W
G
C
1
1
0
1
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
PROPOSED SIMPSON
GUTTER ALIGNMENT
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
SEE RAMP 5 SHEET C3003 FOR PEDESTRIAN CROSSING &
ROADWAY TABLE TOP INFORMATION
END MODIFIED TYPE B CURB & GUTTER
BEGIN CURB & GUTTER END TRANSITION
STA 5+90.37 (SEE SHEET C3011)
PROPOSED SIDEWALK ALIGNMENT
SEE SHEETS C1201 & C1202 FOR
MORE INFORMATION
SEE RAMP 5 SHEET C3003
FOR ELEVATED PEDESTIRAN
CROSSING INFORMATION
SEE RAMP 7 SHEET C3004
FOR ADA RAMP INFORMATION
APPROXIMATE EXISTING GROUND
AT LIP OF GUTTER
PROPOSED GRADE AT LIP OF GUTTER
MA
T
C
H
L
I
N
E
:
S
T
A
7
+
0
0
SE
E
D
W
G
C
1
1
0
3
BEGIN CURB & GUTTER
END TRANSITION
STA 6+82.67
6' SIDEWALK
PROPOSED
DRAINAGE INLET
TIE TO EXISTING
GUTTER EDGE
TIE TO EXISTING
GUTTER EDGE
SAWCUT
R = 486.38'
R = 95.00'
SEE RAMP 6 SHEET C3004
FOR ADA RAMP INFORMATION
END CURB & GUTTER
END TRANSTION
STA 6+00.87
END CURB & GUTTER END TRANSITION
BEGIN TYPE B CURB & GUTTER
STA 6+87.67
S 11TH E ℄
PROPOSED S 11TH E SE
GUTTER ALIGNMENT. SEE SHEET C1107
FOR CURB AND GUTTER PROFILE
PROPOSED S 11TH E SW
GUTTER ALIGNMENT. SEE SHEET C1106
FOR CURB AND GUTTER PROFILE
BOLLARD & CABLE (TYP)
PROPOSED
DRAINAGE INLET
C1102
SIMPSON CURB AND GUTTER
PLAN AND PROFILE
STA 3+50 TO STA 7+00
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
SCORE TRACK SLAB CONCRETE
AT THE BACK OF CURB, FACE OF
CURB, AND EDGE OF GUTTER
SD
SD SD SD SD SD
SD
SD
HIG
H
L
A
N
D
D
R
I
V
E
STOP
55+00
55+9
0
EP = 11+62.76
0
+
0
0
EP = 9+30.39
PC = 8+70.87
PCC =
9
+
1
3
.
6
8
1
1
+
6
3
1
1
+
0
0
211+00 212+00 213+00
211+00 212+00
213+00
108+00 109+00
110+
0
0
8+00
9+
0
0
9
+
3
0
9+00
43404340
4350
4360
4370
4380
4350
4360
4370
4380
43
6
3
.
4
9
43
6
3
.
5
7+00
43
6
4
.
7
8
43
6
4
.
8
43
6
6
.
1
9
43
6
6
.
2
8+00
43
6
7
.
8
2
43
6
7
.
8
10+00
2.58%
2.65%
3.26%
PV
I
7
+
5
9
.
4
7
EL
=
4
3
6
5
.
0
2
PV
I
7
+
8
4
.
0
9
EL
=
4
3
6
5
.
6
7
PV
I
8
+
7
6
.
1
5
EL
=
4
3
6
8
.
6
7
MATCH EXISTING
PVI 8+80.00
EL= 4368.71
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
MA
T
C
H
L
I
N
E
:
S
T
A
7
+
0
0
SE
E
D
W
G
C
1
1
0
2
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
PROPOSED SIMPSON
GUTTER ALIGNMENT
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
PROPOSED SIDEWALK
ALIGNMENT SEE SHEETS C1201 &
C1202 FOR MORE INFORMATION
APPROXIMATE EXISTING GROUND
AT LIP OF GUTTER
PROPOSED GRADE AT LIP OF GUTTER
END TYPE B1 CURB & GUTTER
MATCH EXISTING CURB & GUTTER
STA 8+80.00
SAWCUT
SAWCUT
TIE TO EXISTING
GUTTER EDGE
PROPOSED HIGHLAND SE
GUTTER ALIGNMENT. SEE SHEET C1108
FOR CURB AND GUTTER PROFILE
R = 35.00'
HIGHLAND DR ℄
EXISTING CURB & GUTTER
BOLLARD & CABLE (TYP)
C1103
SIMPSON CURB AND GUTTER
PLAN AND PROFILE
STA 7+00 TO STA 9+00
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
SEE RAMP 8 SHEET C3005
FOR ADA RAMP INFORMATION
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-103.dwg
24-03849
Sheet No.
1/
1
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c:
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\
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c
\
a
c
c
d
o
c
s
\
k
i
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w
i
t
\
5
4
9
7
1
-
s
l
i
n
e
d
o
u
b
l
e
t
r
a
c
k
\
p
r
o
j
e
c
t
f
i
l
e
s
\
4
0
d
e
s
i
g
n
e
n
g
\
3
0
c
i
v
\
c
a
d
\
s
h
e
e
t
s
\
s
l
-
c
-
c
-
1
-
1
0
3
.
d
w
g
GENERAL
S-LINE EXTENSION PROJECT
SD
SDL
ST
O
P
ST
O
P
ST
O
P
ST
O
P
CC
T
V
2
0
3
+
0
0
2
0
4
+
0
0
2
0
3
+
0
0
2
0
4
+
0
0
10+00 10+88
1+07
0+00
1
0
0
+
0
0
1
0
1
+
0
0
0+00
1
+
0
0
BP = 0+00.00
EP = 1+06.62
PC = 0+06.81
PT = 0+50.59
4370
4340
4350
4340
4350
4360
4370
4380
4360
4380
43
5
3
.
3
3
43
5
3
.
3
0+00
43
5
4
.
0
4
43
5
4
.
0
43
5
1
.
8
3
43
5
1
.
8
1+00 1+50
4.62%
-10.55%
-3.27%
-18.78%
0.09%
1.73%
PV
I
0
+
0
6
.
8
1
EL
=
4
3
5
3
.
4
1
PV
I
0
+
3
9
.
7
6
EL
=
4
3
5
4
.
3
5
PROFILE TO MATCH EXISTING
ELEVATED PEDESTRIAN CROSSING
PVI 0+63.50
EL= 4354.01
PV
I
0
+
7
5
.
6
8
EL
=
4
3
5
3
.
6
1
PVI 0+79.57
EL= 4352.88
PV
I
0
+
6
0
.
0
5
EL
=
4
3
5
4
.
3
7
PV
I
0
+
2
6
.
7
5
EL
=
4
3
5
3
.
7
5
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
SL-C-C-1-104.dwg
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
APPROXIMATE EXISTING GROUND
AT LIP OF GUTTER
PROPOSED GRADE
AT LIP OF GUTTER
EXISTING CURB &
GUTTER
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-104.dwg
24-03849
Sheet No.
1/
1
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w
i
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\
5
4
9
7
1
-
s
l
i
n
e
d
o
u
b
l
e
t
r
a
c
k
\
p
r
o
j
e
c
t
f
i
l
e
s
\
4
0
d
e
s
i
g
n
e
n
g
\
3
0
c
i
v
\
c
a
d
\
s
h
e
e
t
s
\
s
l
-
c
-
c
-
1
-
1
0
4
.
d
w
g
S-LINE EXTENSION PROJECT
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
BEGIN TYPE A CURB AND GUTTER
MATCH EXISTING CURB & GUTTER
STA 0+06.81
McCLELLAND ST ℄
SEE RAMP 1 SHEET C3001 FOR
ADA RAMP INFORMATION
END TYPE A CURB AND GUTTER
TIE TO EDGE OF TRACK SLAB
STA 0+39.77
PROPOSED SIMPSON
GUTTER ALIGNMENT. SEE SHEET C1101 TO C1103
FOR CURB AND GUTTER PROFILE
FENCE
REMOVE EXISTING DRAIN PLATE AND
FILL CURB AND GUTTER GAP WITH CONCRETE
MATCHING EXISTING PEDESTRIAN CROSSING ELEVATIONS
FENCEFENCE
FENCE
SEE RAMP 1 SHEET C3001 FOR
ADA RAMP INFORMATION
MATCH EXISTING CURB &
GUTTER
STA 0+79.57
EXISTING CURB &
GUTTER
PROPOSED McCLELLAND ST NW
GUTTER ALIGNMENT
PROPOSED TACTILE STRIP
BOLLARD & CABLE (TYP)
C1104
McCLELLAND ST NW CURB AND GUTTER
PLAN AND PROFILE
STA 0+00 TO STA 1+00
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
SD
SD
ST
O
P
ST
O
P
ST
O
P
ST
O
P
CC
T
V
L
2
0
3
+
0
0
2
0
4
+
0
0
10+00 10+88
2
0
3
+
0
0
2
0
4
+
0
0
1+01
0+00 1
0
1
+
0
0
0
+
0
0
1
+
0
0
BP = 0+00.00
EP = 1+01.02
PC = 0+54.86
PT = 1+00.44
4370
4340
4350
4340
4350
4360
4370
4380
4360
4380
43
5
3
.
4
2
43
5
3
.
4
0+00
43
5
4
.
1
6
43
5
4
.
2
43
5
4
.
6
7
43
5
4
.
7
1+00 1+50
0.41%
9.57%
1.20%
4.56%
0.10%
PVI 0+27.04
EL= 4353.89
PV
I
0
+
9
9
.
6
3
EL
=
4
3
5
4
.
7
3
PV
I
0
+
3
0
.
8
7
EL
=
4
3
5
4
.
2
6
PROFILE TO MATCH EXISTING
ELEVATED PEDESTRIAN CROSSING
PVI 0+42.95
EL= 4354.40
PV
I
0
+
4
6
.
8
7
EL
=
4
3
5
4
.
5
8
PV
I
0
+
6
7
.
3
3
EL
=
4
3
5
4
.
6
0
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
SL-C-C-1-105.dwg
C1105
McCLELLAND ST NE CURB AND GUTTER
PLAN AND PROFILE
STA 0+00 TO STA 1+00
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
APPROXIMATE EXISTING GROUND
AT LIP OF GUTTER
PROPOSED GRADE
AT LIP OF GUTTER
EXISTING CURB AND
GUTTER
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-105.dwg
24-03849
Sheet No.
1/
1
5
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2
0
2
6
c:
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o
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s
\
k
i
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w
i
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\
5
4
9
7
1
-
s
l
i
n
e
d
o
u
b
l
e
t
r
a
c
k
\
p
r
o
j
e
c
t
f
i
l
e
s
\
4
0
d
e
s
i
g
n
e
n
g
\
3
0
c
i
v
\
c
a
d
\
s
h
e
e
t
s
\
s
l
-
c
-
c
-
1
-
1
0
5
.
d
w
g
S-LINE EXTENSION PROJECT
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
BEGIN TYPE B CURB AND GUTTER
TIE TO EDGE OF TRACK SLAB
STA 0+67.33
McCLELLAND ST ℄
SAWCUT
TIE INTO PROPOSED
SIMPSON GUTTER PROFILE
END TYPE B CURB AND GUTTER
MATCH PROPOSED SIMPSON GUTTER ALIGNMENT
STA. 0+99.63
PROPOSED SIMPSON
GUTTER ALIGNMENT. SEE SHEET C1101 TO
C1103 FOR CURB AND GUTTER PROFILE
PROPOSED McCLELLAND ST NE
GUTTER ALIGNMENT
FENCE
REMOVE EXISTING DRAIN PLATE AND
FILL CURB AND GUTTER GAP WITH CONCRETE
MATCHING EXISTING CROSS WALK ELEVATIONS FENCE
SEE RAMP 2 SHEET C3001 FOR
ADA RAMP INFORMATION
MATCH EXISTING CURB &GUTTER
STA 0+27.04
FENCE
SEE RAMP 1 SHEET C3001 FOR
ADA RAMP INFORMATION
SEE RAMP 3 SHEET C3002 FOR
ADA RAMP INFORMATION
SEE RAMP 4 SHEET C3002 FOR
ADA RAMP INFORMATION
PROTECT EXISTING TACTILE STRIP
BOLLARD & CABLE (TYP)
SD
SD
SD
SD
SD
S 1100 EAST STREET
L
CC
T
V
20
8
+
0
0
20
9
+
0
0
20
8
+
0
0
2
0
9
+
0
0
106+00
1
0
7
+
0
0
5+
0
0
6+00
1+01
0+0
0
BP = 0+00.00
EP = 1+00.72
PC = 0+25.81
PC = 0+45.52
PT = 0+33.59
PT = 0+81.96
10+75
10+00
4370
4340
4350
4340
4350
4360
4370
4380
4360
4380
0+00
43
6
0
.
6
5
43
6
0
.
7
1+00 1+50
3.59%0.15%-4.52%
MATCH EXISTING
PVI 0+10.00
EL= 4359.98
PV
I
0
+
2
7
.
8
2
EL
=
4
3
6
0
.
6
2
PV
I
0
+
6
5
.
2
5
EL
=
4
3
6
0
.
6
7
PV
I
0
+
8
0
.
3
6
EL
=
4
3
5
9
.
9
9
PVI 0+90.72
EL= 4359.89
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
SL-C-C-1-106.dwg
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
APPROXIMATE EXISTING GROUND
AT LIP OF GUTTER
PROPOSED GRADE
AT LIP OF GUTTER
EXISTING CURB AND
GUTTER
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-106.dwg
24-03849
Sheet No.
1/
1
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\
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4
9
7
1
-
s
l
i
n
e
d
o
u
b
l
e
t
r
a
c
k
\
p
r
o
j
e
c
t
f
i
l
e
s
\
4
0
d
e
s
i
g
n
e
n
g
\
3
0
c
i
v
\
c
a
d
\
s
h
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t
s
\
s
l
-
c
-
c
-
1
-
1
0
6
.
d
w
g
S-LINE EXTENSION PROJECT
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
BEGIN TYPE A CURB & GUTTER
MATCH EXISTING CURB & GUTTER
STA 0+10.00
S 11TH E ℄
SEE RAMP 7 SHEET C3004
FOR ADA RAMP INFORMATION
PROPOSED S 11TH E SW
GUTTER ALIGNMENT
PROPOSED SIMPSON
GUTTER ALIGNMENT. SEE SHEET C1101 TO C1103
FOR CURB AND GUTTER PROFILE
GUTTER PROFILE TO MATCH PROPOSED
ELEVATED PEDESTRIAN CROSSING
STA 0+80.36
END TYPE A CURB & GUTTER
MATCH EXISTING CURB & GUTTER
STA 0+90.72
SAWCUT
SEE RAMP 5 SHEET C3003 FOR PEDESTRIAN
CROSSING & ROADWAY TABLE TOP INFORMATION
MATCH PROPOSED
ELEVATED PEDESTRIAN CROSSING
STA 0+80.36
(SEE SHEET C3003)
BOLLARD & CABLE (TYP)
PROPOSED
DRAINAGE INLET
C1106
S 11TH E SW CURB AND GUTTER
PLAN AND PROFILE
STA 0+00 TO STA 1+00
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
SEE RAMP 6 SHEET C3004
FOR ADA RAMP INFORMATION
SD
SD
SD
SD
SD
SD
S 1100 EAST STREET
L
CC
T
V
20
9
+
0
0
2
0
9
+
0
0
10
6
+
0
0
1
0
7
+
0
0
6+00
10+75
10+00
0
+
0
0
0+90
BP = 0+00.00
EP = 0+90.45
PC = 0+31.90
PC = 0+54.35
PC = 0+75.74
PT = 0+47.63
PT = 0+60.65
PT = 0+80.45
4370
4340
4350
4340
4350
4360
4370
4380
4360
4380
43
6
2
.
2
0
43
6
2
.
2
0+00
43
6
1
.
4
1
43
6
1
.
4
1+00
-1.63%
HSD = 695.48
LVC 45.00'
P
V
I
0
+
5
3
.
0
9
EL
4
3
6
1
.
2
7
P
V
C
0
+
3
0
.
5
9
EL
4
3
6
1
.
6
4
1
P
V
T
0
+
7
5
.
5
9
EL
4
3
6
1
.
3
8
PV
I
0
+
0
9
.
5
7
EL
=
4
3
6
1
.
9
8
MATCH EXISTING
PVI 0+80.45
EL= 4361.40
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
SL-C-C-1-107.dwg
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
APPROXIMATE EXISTING GROUND
AT LIP OF GUTTER
PROPOSED GRADE
AT LIP OF GUTTER
EXISTING CURB & GUTTER
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-107.dwg
24-03849
Sheet No.
1/
1
5
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2
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2
6
c:
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4
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1
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s
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d
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t
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a
c
k
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p
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f
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s
\
4
0
d
e
s
i
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n
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n
g
\
3
0
c
i
v
\
c
a
d
\
s
h
e
e
t
s
\
s
l
-
c
-
c
-
1
-
1
0
7
.
d
w
g
S-LINE EXTENSION PROJECT
WB TRACK ℄EB TRACK ℄
SIMPSON AVE ℄
END TYPE A CURB & GUTTER
MATCH EXISTING CURB & GUTTER
STA 0+80.45
S 11TH E ℄
SAWCUT
BEGIN TYPE A CURB & GUTTER
MATCH EXISTING CURB & GUTTER
STA. 0+09.57
PROPOSED SIMPSON
GUTTER ALIGNMENT. SEE SHEET C1101 TO
C1103 FOR CURB AND GUTTER PROFILE
PROPOSED S 11TH E SE
GUTTER ALIGNMENT
RAMP 6 SEE SHEET C3004
FOR ADA RAMP INFORMATION
EXISTING CURB & GUTTER
RAMP 5 SEE SHEET C3003 FOR PEDESTRIAN
CROSSING & ROADWAY TABLE TOP INFORMATION
BOLLARD & CABLE (TYP)
C1107
S 11TH E SE CURB AND GUTTER
PLAN AND PROFILE
STA 0+00 TO STA 1+00
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
RAMP 7 SEE SHEET C3004
FOR ADA RAMP INFORMATION
SD SD SD SD SD SD SD SD
SD
SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
STOP
1
1
+
0
0
1
1
+
6
3
55+9
0
STA.1+30.79
OFF 32.23' LT
STA. 1+32.84
OFF 7.35' LT
215+84
212+00 213+00 214+00 215+00
215+85
212+00
213+00 214+00 215+00
4
+
4
6
0
+
0
0
0+
5
0
1+00
1+
5
0
2+00 2+50 3+00
3+50
4
+
0
0
BP = 0+00.00
EP = 4+45.99
PI = 1+57.51
PI = 3+15.60
PI = 0+92.05
PI = 0+99.39
PC = 0
+
2
4
.
6
8
PC = 1+29.10
PC = 3+29.95
PC = 3+81.52
PT
=
0
+
6
3
.
8
5
PT = 1+44.44
PT = 3+34.66
PT = 3+94.91
110+
0
0
110+
9
7
9+
0
0
9
+
3
0
1+00
43604360
3+00
4370
4380
4390
4400
4370
4380
4390
4400
0+00
43
7
1
.
5
9
43
7
1
.
6
43
7
3
.
5
7
43
7
3
.
6
43
7
5
.
9
2
43
7
5
.
9
2+00
43
7
7
.
2
3
43
7
7
.
2
43
7
9
.
3
4
43
7
9
.
3
43
8
3
.
5
0
43
8
3
.
5
4+00 4+50
1.04%
2.00%
-0.17%
1.62%
6.01%
5.00%
4.74%
2.61%
7.51%
0.60%
2.29%
2.74%-1.21%
4.01%
4.97%
5.03%1.50%
PV
I
0
+
0
0
.
0
0
EL
=
4
3
7
0
.
3
2
PV
I
0
+
9
2
.
2
0
EL
=
4
3
7
2
.
0
2
PV
I
3
+
3
0
.
5
0
EL
=
4
3
7
9
.
6
7
PVI 0+34.72
EL= 4371.42
PV
I
0
+
6
3
.
7
5
EL
=
4
3
7
1
.
7
2
PV
I
3
+
8
2
.
1
6
EL
=
4
3
8
2
.
6
0
PV
I
3
+
4
8
.
0
2
EL
=
4
3
8
0
.
5
5
PV
I
4
+
3
3
.
7
7
EL
=
4
3
8
5
.
0
4
PV
I
4
+
4
5
.
9
9
EL
=
4
3
8
5
.
3
6
PV
I
1
+
2
1
.
1
3
EL
=
4
3
7
4
.
1
9
PV
I
0
+
5
1
.
3
7
EL
=
4
3
7
1
.
5
2
PV
I
2
+
4
2
.
0
0
EL
=
4
3
7
6
.
4
2
PV
I
1
+
3
8
.
2
6
EL
=
4
3
7
4
.
6
6
PV
I
1
+
5
5
.
7
8
EL
=
4
3
7
4
.
4
5
PV
I
3
+
1
5
.
6
3
EL
=
4
3
7
9
.
3
7
PV
I
0
+
2
7
.
5
8
EL
=
4
3
7
1
.
4
4
PV
I
0
+
1
0
.
0
0
EL
=
4
3
7
0
.
8
2
PV
I
0
+
1
7
.
5
0
EL
=
4
3
7
0
.
9
3
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-108.dwg
24-03849
Sheet No.
1/
1
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2
0
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6
c:
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c
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s
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-
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-
1
-
1
0
8
.
d
w
g
S-LINE EXTENSION PROJECT
SL-C-C-1-108.dwg
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
WB TRACK ℄
EB TRACK ℄
APPROXIMATE EXISTING GROUND
AT LIP OF GUTTER
PROPOSED GRADE AT LIP OF GUTTER
END TYPE A CURB & GUTTER
BEGIN CURB TRANSITION
EXTEND GUTTER TO INCLUDE DRAINAGE INLET
STA 0+92.05
SAWCUT
EXISTING CURB
AND GUTTER
PROPOSED HIGHLAND SE
GUTTER ALIGNMENT
PROPOSED DRAINAGE INLET
SAWCUT
SIMPSON AVE ℄
BEGIN TYPE A CURB & GUTTER
MATCH EXISTING CURB AND GUTTER
STA 0+14.77
END TYPE A - 24" CURB & GUTTER
MATCH PROPOSED PARKING LOT
CURB & GUTTER
STA 4+45.99
SEE SHEET C1109
HIGHLAND DR ℄
SAWCUT
END CURB TRANSITION
BEGIN TYPE A - 24" CURB & GUTTER
STA 0+99.39
RAMP 9 SEE SHEET C3005 FOR
ADA RAMP INFORMATION
RAMP 8 SEE SHEET C3005 FOR
ADA RAMP INFORMATION
PROPSED SIMPSON
GUTTER ALIGNMENT. SEE
SHEET C1101 TO C1103 FOR
CURB AND GUTTER PROFILE
SAWCUT
STA 3+90.60
OFF 19.97' LT
STA 3+33.98
OFF 10.34' LT
STA 3+33.10
OFF 3.03' LT
PROPOSED SWING GATE
SEE SHEET 3013
BOLLARD & CABLE (TYP)
C1108
HIGHLAND SE CURB AND GUTTER
PLAN AND PROFILE
STA 0+00 TO STA 4+50
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
SD SD SD SD SD SD SD SD
SD
SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
HIG
H
L
A
N
D
D
R
I
V
E
STOP
55+9
0 TCB
110+
0
0
110+
9
7
1
0
+
0
0
1
1
+
0
0
1
1
+
6
3
9+
0
0
9
+
3
0
BP = 10+00.00
EP = 13+44.80
PC = 10+13.20
PC = 13+07.79
PT = 10+57.64
PT = 13+34.80
215+84
212+00 213+00 214+00 215+00
212+00
213+00 214+00 215+00 215+85
4
+
4
6
0
+
0
0
0+
5
0
1+00
1+
5
0
2+00 2+50 3+00
3+50
4
+
0
0
1
3
+
4
5
10+00
10+50 11+00 11+50 12+00 12+50 13+00
11+00
43604360
13+00
4370
4380
4390
4400
4370
4380
4390
4400
10+00
43
7
3
.
5
6
43
7
3
.
6
43
7
4
.
9
1
43
7
4
.
9
43
7
6
.
2
6
43
7
6
.
3
43
7
8
.
0
7
43
7
8
.
1
12+00
43
8
1
.
0
6
43
8
1
.
1
43
8
4
.
9
0
43
8
4
.
9
13+50
2.71%
7.96%
HSD = 123.73
LVC 35.00'
P
V
I
1
0
+
3
1
.
9
3
EL
4
3
7
3
.
0
7
P
V
C
1
0
+
1
4
.
4
3
EL
4
3
7
3
.
2
7
9
P
V
T
1
0
+
4
9
.
4
3
EL
4
3
7
3
.
5
4
HSD = 139.26
LVC 110.00'
P
V
I
1
2
+
1
1
.
4
1
EL
4
3
7
7
.
9
2
P
V
C
1
1
+
5
6
.
4
1
EL
4
3
7
6
.
4
3
6
P
V
T
1
2
+
6
6
.
4
1
EL
4
3
8
2
.
3
0
SSD = 82.82
LVC 40.00'
P
V
I
1
3
+
1
2
.
2
0
EL
4
3
8
5
.
9
5
P
V
C
1
2
+
9
2
.
2
0
EL
4
3
8
4
.
3
5
9
P
V
T
1
3
+
3
2
.
2
0
EL
4
3
8
5
.
4
3
MATCH EXISTING
PVI 10+13.20
EL= 4373.29
PVI 13+34.78
EL= 4385.36 CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
WB TRACK ℄
EB TRACK ℄
APPROXIMATE EXISTING GROUND
AT LIP OF GUTTER
PROPOSED GRADE AT LIP OF GUTTER
SAWCUT
EXISTING CURB
AND GUTTER
PROPOSED HIGHLAND SE
GUTTER ALIGNMENT. SEE SHEET C1108
FOR CURB AND GUTTER PROFILE
PROPOSED
DRAINAGE INLET
SAWCUT
SIMPSON AVE ℄
END TYPE A - 24" CURB & GUTTER
MATCH PROPOSED HIGHLAND SE
CURB & GUTTER
STA 13+34.80
SEE SHEET C1108
HIGHLAND DR ℄
SAWCUT
RAMP 9 SEE SHEET C3005 FOR
ADA RAMP INFORMATION
RAMP 8 SEE SHEET C3005 FOR
ADA RAMP INFORMATION
STA 13+18.55
OFF 25.19' RT
PROPOSED SIMPSON
GUTTER ALIGNMENT.
SEE SHEET C1101 TO
C1103 FOR CURB AND
GUTTER PROFILE
STA 13+22.76
OFF 33.57' RT
STA 10+64.23
OFF 3.00' RT
STA 10+64.23
OFF 24.00' RT
STA 10+13.20
OFF 20.00' RT STA 11+76.03
OFF 3.00' RT
STA 11+76.03
OFF 15.00' RT
STA 12+58.44
OFF 15.00' RT
STA 12+58.44
OFF 24.00' RT
BEGIN TYPE A - 24" CURB & GUTTER
MATCH EXISTING CURB & GUTTER
STA 10+13.20
PROPOSED PARKING LOT
GUTTER ALIGNMENT
SEE SHEET C3006 FOR
RAMP INFORMATION
BOLLARD & CABLE (TYP)
PROPOSED SWING GATE
SEE SHEET 3013
C1109
PARKING LOT CURB AND GUTTER
PLAN AND PROFILE
STA 0+00 TO STA 3+50
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-109.dwg
24-03849
Sheet No.
1/
1
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2
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6
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a
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k
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f
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4
0
d
e
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\
3
0
c
i
v
\
c
a
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\
s
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-
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-
1
-
1
0
9
.
d
w
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S-LINE EXTENSION PROJECT
SD SD
SD
SD
SD
SDSD
SD
SD
L L
L
CCT
V
206+00
207+00 208+00 209+00
21
0
+
0
0
205+
0
0
206+00
207+00 208+00 209+00
21
0
+
0
0
50
+
0
0
51+00 52+00 53+00
54+
0
0
BP = 50+00.00
PC
=
5
3
+
1
1
.
4
7
PC = 50+23.52
PT
=
5
1
+
3
9
.
2
9
PRC = 50+38.82
103+
0
0
104+00
105+00 106+00
10
7
+
0
0
2+0
0
3+00
4+00 5+00
6+00
7+
0
0
10
+
0
0
10
+
7
5
51+00
43404340
53+00
4350
4360
4370
4380
4350
4360
4370
4380
50+00
43
5
8
.
2
7
43
5
8
.
3
43
5
8
.
0
3
43
5
8
.
0
43
5
8
.
2
9
43
5
8
.
3
43
5
8
.
5
8
43
5
8
.
6
52+00
43
5
9
.
4
6
43
5
9
.
5
43
6
0
.
5
3
43
6
0
.
5
43
6
1
.
7
1
43
6
1
.
7
43
6
3
.
2
6
43
6
3
.
3
54+00
3.22%
2.14%
-2.45%0.53%
LVC 25.00'
P
V
I
5
0
+
6
6
.
7
9
EL
4
3
5
7
.
8
6
P
V
C
5
0
+
5
4
.
2
9
EL
4
3
5
8
.
1
6
2
P
V
T
5
0
+
7
9
.
2
9
EL
4
3
5
7
.
9
2
LVC 45.00'
P
V
I
5
2
+
1
0
.
4
6
EL
4
3
5
8
.
6
1
P
V
C
5
1
+
8
7
.
9
6
EL
4
3
5
8
.
4
9
2
P
V
T
5
2
+
3
2
.
9
6
EL
4
3
5
9
.
0
9
LVC 40.00'
P
V
I
5
3
+
4
1
.
0
3
EL
4
3
6
1
.
4
0
P
V
C
5
3
+
2
1
.
0
3
EL
4
3
6
0
.
9
7
5
P
V
T
5
3
+
6
1
.
0
3
EL
4
3
6
2
.
0
5
LVC 25.00'
P
V
I
5
3
+
9
3
.
2
1
EL
4
3
6
3
.
0
8
P
V
C
5
3
+
8
0
.
7
1
EL
4
3
6
2
.
6
8
1
MATCH EXISTING
PVI 50+09.54
EL 4359.26
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-201.dwg
24-03849
Sheet No.
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-
2
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1
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w
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S-LINE EXTENSION PROJECT
SL-C-C-1-201.dwg
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
PROPOSED SIMPSON
GUTTER ALIGNMENT. SEE SHEET C1101 TO
C1103 FOR CURB AND GUTTER PROFILE
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
PROPOSED SIMPSON
SIDEWALK ALIGNMENT
APPROXIMATE EXISTING GROUND
AT LIP OF GUTTER
PROPOSED GRADE
R = 510'
MA
T
C
H
L
I
N
E
:
S
T
A
5
4
+
0
0
SE
E
D
W
G
C
1
2
0
2
BEGIN 6' SIDEWALK
TIE INTO EXISTING BACK TOP OF CURB
STA 50+09.54
TIE INTO EXISTING BACK TOP OF CURB
STA 50+09.54
OFFSET 6.00' LT
ELEV 4659.39
R = 15'
R = 155'
END 6' SIDEWALK
BEGIN 7' SIDEWALK WITH
BOLLARD AND CABLE
STA 53+14.00
RAMP 5 SEE SHEET C3003 FOR PEDESTRIAN CROSSING
& ROADWAY TABLE TOP INFORMATION
RAMP 6 SEE SHEET C3004
FOR ADA RAMP INFORMATION
RAMP 7 SEE SHEET C3004
FOR ADA RAMP INFORMATION
S 11TH E ℄
SAWCUT
SAWCUT
BOLLARD & CABLE
BOLLARD & CABLE
BOLLARD & CABLE
PROPOSED
DRAINAGE INLET PROPOSED
DRAINAGE INLET
C1201
SIMPSON SIDEWALK
PLAN AND PROFILE
STA 50+12 TO STA 54+00
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
SD
SD
SD SD SD SD SD SD SD
L
1
1
+
0
0
1
1
+
6
3
TCB
210+00 211+00 212+00
210+00 211+00 212+00
107+00 108+00 109+00
54+00
55+00
55+9
0
EP = 55+89.95
PI = 55+64.93
PT
=
5
4
+
2
9
.
6
2
7+00 8+00
9+
0
0
9
+
3
0
55+00
43504350
4360
4370
4380
4390
4360
4370
4380
4390
43
6
3
.
2
6
43
6
3
.
3
54+00
43
6
4
.
5
8
43
6
4
.
6
43
6
5
.
9
1
43
6
5
.
9
43
6
7
.
6
4
43
6
7
.
6
56+00 56+50
2.64%
3.58%
LVC 25.00'
P
V
I
5
5
+
0
5
.
8
0
EL
4
3
6
6
.
0
5
P
V
C
5
4
+
9
3
.
3
0
EL
4
3
6
5
.
7
2
5
P
V
T
5
5
+
1
8
.
3
0
EL
4
3
6
6
.
5
0
LVC 25.00'
P
V
T
5
4
+
0
5
.
7
1
EL
4
3
6
3
.
4
1
LVC 15.00'
P
V
I
5
5
+
7
4
.
8
7
EL
4
3
6
8
.
5
3
P
V
C
5
5
+
6
7
.
3
7
EL
4
3
6
8
.
2
6
1
P
V
T
5
5
+
8
2
.
3
7
EL
4
3
6
8
.
6
8
MATCH EXISTING
PVI 55+86.77
EL 4368.77
CONCRETE
LEGEND:
LANDSCAPING
PAVEMENT
BP = BEGIN POINT
EP = END POINT
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-1-202.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-C-1-202.dwg
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
PROPOSED SIMPSON
GUTTER ALIGNMENT. SEE SHEET C1101 TO
C1103 FOR CURB AND GUTTER PROFILE
WB TRACK ℄
EB TRACK ℄
HIGHLAND DR ℄
PROPOSED SIMPSON
SIDEWALK ALIGNMENT
APPROXIMATE EXISTING GROUND
AT LIP OF GUTTER
PROPOSED GRADE
SAWCUT
SIMPSON AVE ℄
R = 155'
TIE INTO EXISTING SIDEWALK
STA 57+70.22
OFF 6.00' LT
ELEV 4368.27
MA
T
C
H
L
I
N
E
:
S
T
A
5
4
+
0
0
SE
E
D
W
G
C
1
2
0
1
BOLLARD & CABLE (TYP)
PROPOSED
DRAINAGE INLET
C1202
SIMPSON SIDEWALK
PLAN AND PROFILE
STA 54+00 TO STA 57+25
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
H: 1" = 20' V: 1" = 5'
01-16-26
L
STOP
STOP
STOP
STOP
203+00
204+00
203+00
204+00
101+00
1
0
+
0
0
1
0
+
2
0
1
0
+
4
0
1
0
+
6
0
0+00 0+10
0+2
0
0+
3
0
0
+
4
0
0
+
5
0
0
+
6
0
1+01
0
+
4
0
0
+
5
0
0
+
6
0
0
+
7
0
0+
8
0
0+90
1+00 0+00 0+20 0+40 0+60 0+80
1+00
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-3-001.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-C-3-001.dwg
C3001
ROADWAY
CURB RETURN DETAILS
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
1
2
10
5
11
4
3
5
10
11
6 7
15 16 13
14
McCLELLAND ST ℄
PROPOSED McCLELLAND ST NW
"NW" GUTTER ALIGNMENT
PROPOSED McCLELLAND ST NE
"NE" GUTTER ALIGNMENT
PROPOSED SIMPSON GUTTER ALIGNMENT
SAWCUT
8
9
6
7
12
1
2
0.
6
7
%
0.
7
2
%
0.47%
4
12
SIMPSON AVE ℄
2.02%
2.00
%
16
15
14
13
1.55%
3.79%
1.
3
5
%
4.
9
%
3
9
8
RAMP 1
POINT TABLE
POINT#"NW" STATION OFFSET ELEV DESCRIPTION
1
0+09.94 2.00' LT 4353.25'BEGIN TRANSITION FOR GUTTER PAN SLOPE REDUCTION
0+09.94 2.50' LT 4353.75'TOP BACK OF CURB
2
0+19.45 2.50' LT 4354.05'TOP BACK OF CURB
0+19.79 2.00' LT 4353.55'END TRANSITION FOR GUTTER PAN SLOPE REDUCTION
3
0+20.61 4.53' LT 4354.20'TOP BACK OF CURB - BEGIN END CURB TRANSITION
0+21.42 4.72' LT 4353.70'FRONT FACE OF CURB - BEGIN END CURB TRANSITION
4
0+12.44 6.87' LT 4353.98'FRONT OF SIDEWALK - END OF CURB
0+12.57 7.37' LT 4353.98'FRONT OF SIDEWALK - END OF CURB
5 0+02.92 7.77' LT 4353.98'MATCH EXISTING SIDEWALK
6 0+02.95 13.81' LT 4353.94'MATCH EXISTING SIDEWALK
7
0+14.74 13.21' LT 4353.94'FRONT OF SIDEWALK - END OF CURB
0+15.02 13.69' LT 4353.94'FRONT OF SIDEWALK - END OF CURB
8
0+25.98 9.71' LT 4354.29'FRONT FACE OF CURB - BEGIN END CURB TRANSITION
0+26.41 10.11' LT 4353.79'TOP BACK OF CURB - BEGIN END CURB TRANSITION
9
0+30.10 6.96' LT 4353.73'FRONT FACE OF CURB - REFERENCE POINT
0+31.04 6.92' LT 4354.23'TOP BACK OF CURB - REFERENCE POINT
10
0+24.83 2.00' LT 4353.64'BEGIN TRANSITION FROM GUTTER PAN SLOPE REDUCTION
0+25.94 2.50' LT 4354.14'TOP BACK OF CURB
11
0+33.41 2.00' LT 4353.98'GRADE BREAK - BEGIN END OF CURB TRANSITION
0+33.41 2.50' LT 4354.48'GRADE BREAK - BEGIN END OF CURB TRANSITION
12
0+38.62 2.50' LT 4354.33'END OF CURB - MATCH TRACK SLAB ELEVATION
0+38.87 2.00' LT 4354.33 END OF CURB - MATCH TRACK SLAB ELEVATION
13 0+18.33 1.13' RT 4354.60'CLEAR SPACE
14 0+21.67 2.92' RT 4354.62'CLEAR SPACE
15 0+63.45 31.94' LT 4353.93'MATCH EXISTING SIDEWALK
FILL IN EXISTING LANDSCAPE AREA
WITH CONCRETE UP TO RAMP PLATFORM
FILL IN EXISTING LANDSCAPE AREA
WITH CONCRETE UP TO RAMP PLATFORM
R = 1.5'
BOLLARD & CABLE (TYP)
FENCE (TYP)
WB TRACK ℄
EB TRACK ℄
RAMP 2
POINT TABLE
POINT#"NE" STATION OFFSET ELEV DESCRIPTION
1
0+68.39 2.00' LT 4354.60'END OF CURB - MATCH TRACK SLAB ELEVATION
0+68.69 2.50' LT 4354.60'END OF CURB - MATCH TRACK SLAB ELEVATION
2
0+74.28 2.00' LT 4354.59'BEGIN TRANSITION FOR GUTTER PAN SLOPE REDUCTION
0+74.28 2.50' LT 4355.05'GRADE BREAK - END END OF CURB TRANSITION
3
0+80.66 2.50' LT 4355.07'TOP BACK OF CURB
0+80.72 2.00' LT 4354.57'END TRANSITION FOR GUTTER PAN SLOPE REDUCTION
4
0+81.42 4.18' LT 4354.91'TOP BACK OF CURB - BEGIN END CURB TRANSITION
0+81.88 4.49' LT 4354.60'FRONT FACE OF CURB - BEGIN END CURB TRANSITION
5
0+77.65 7.48' LT 4354.63'TOP BACK OF CURB - END CURB
0+78.11 7.83' LT 4354.63'FRONT FACE OF CURB - END CURB
6 0+75.16 9.69' LT 4354.65'MATCH TRACK SLAB ELEVATION
7
0+83.55 2.50' LT 4354.58'TOP BACK OF CURB - REFERENCE POINT
0+83.92 2.00' LT 4354.58'FRONT FACE OF CURB - REFERENCE POINT
8 0+95.65 2.00' LT 4354.63'BEGIN TRANSITION FROM GUTTER PAN SLOPE REDUCTION
9
0+91.66 12.64' LT 4354.70'FRONT FACE OF CURB - END CURB
0+92.48 12.81' LT 4354.70'TOP BACK OF CURB - END CURB
10 0+89.67 15.33' LT 4354.72'MATCH TRACK SLAB ELEVATION
11
0+95.54 2.50' LT 4354.63'FRONT FACE OF CURB - BEGIN END CURB TRANSITION
0+96.09 2.50' LT 4355.14'TOP BACK OF CURB - BEGIN END CURB TRANSITION
12
"SN" 0+94.94 2.00' LT 4354.65'END TRANSITION FROM GUTTER PAN SLOPE REDUCTION
"SN" 0+94.94 2.50' LT 4355.32'TOP BACK OF CURB
13 0+42.36 14.17' LT 4355.32'MATCH EXISTING SIDEWALK PLAZA
14 0+43.06 24.17' LT 4354.65'MATCH EXISTING SIDEWALK PLAZA
15 0+87.94 5.21' RT 4354.54'CLEAR SPACE
16 0+96.45 2.00' RT 4354.70'CLEAR SPACE
TYPE A - 30" CURB & GUTER
TYPE A - 30" CURB & GUTER
TYPE B - 30" CURB & GUTER
TYPE B - 30" CURB & GUTER
SUGARMONT DRIVE
101+00
1
0
+
0
0
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-3-002.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-C-3-002.dwg
C3002
ROADWAY
CURB RETURN DETAILS
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
1
2
3
5
6
43
5
10
McCLELLAND ST ℄
SAWCUT
8
9
6
7
1
2
2.
7
6
%
0.
1
7
%
1.50%
4
SIMPSON AVE ℄
7
8
9
10
3.5
1
%
3.
8
4
%
2.
9
1
%
1.00%
0.4
0
%
4.2
8
%
11 12
1211
6.5
7
%
RAMP 3
POINT TABLE
POINT#"S" STATION OFFSET ELEV DESCRIPTION
1 100+51.02 23.05' RT 4352.77'GUTTER - MATCH EXISTING
2
100+51.02 24.92' RT 4352.74'FRONT FACE OF CURB - MATCH EXISTING
100+51.03 25.42' RT 4353.08'TOP BACK OF CURB - MATCH EXISTING
3 100+51.03 30.44' RT 4352.99'MATCH EXISTING SIDEWALK
4 100+55.03 30.44' RT 4353.05'MATCH EXISTING SIDEWALK
5
100+55.02 24.93' RT 4352.91'FRONT FACE OF CURB
100+55.03 25.44' RT 4352.91'TOP BACK OF CURB
6 100+61.03 30.43' RT 4353.16'MATCH EXISTING SIDEWALK
7
100+61.03 24.86' RT 4352.97'FRONT FACE OF CURB
100+61.03 25.44' RT 4352.97'TOP BACK OF CURB
8 100+65.03 30.43' RT 4353.25'MATCH EXISTING SIDEWALK
9
100+65.02 25.05' RT 4352.99'FRONT FACE OF CURB - MATCH EXISTING
100+65.03 25.55' RT 4353.43'TOP BACK OF CURB - MATCH EXISTING
10 100+65.02 22.98' RT 4353.13'GUTTER - MATCH EXISTING
11 100+55.02 20.94' RT 4353.06'CLEAR SPACE
12 100+61.02 20.94' RT 4353.16'CLEAR SPACE
RAMP 4
POINT TABLE
POINT#"S" STATION OFFSET ELEV DESCRIPTION
1 101+09.61 23.67' RT 4353.69'GUTTER - MATCH EXISTING
2
101+09.46 25.71' RT 4353.56'FRONT FACE OF CURB - MATCH EXISTING
101+09.42 26.21' RT 4353.96'TOP BACK OF CURB - MATCH EXISTING
3 101+08.96 32.07' RT 4353.85'MATCH EXISTING SIDEWALK
4 101+13.26 32.36' RT 4353.71'MATCH EXISTING SIDEWALK
5
101+13.70 25.87' RT 4353.72'FRONT FACE OF CURB
101+13.67 26.37' RT 4353.72'TOP BACK OF CURB
6 101+19.74 32.70' RT 4353.64'MATCH EXISTING SIDEWALK
7
101+20.06 26.23' RT 4353.81'FRONT FACE OF CURB
101+20.03 26.73' RT 4353.81'TOP BACK OF CURB
8 101+23.96 34.61' RT 4353.54'MATCH EXISTING SIDEWALK
9
101+24.30 26.43' RT 4353.96'FRONT FACE OF CURB - MATCH EXISTING
101+24.28 26.93' RT 4354.12'TOP BACK OF CURB - MATCH EXISTING
10 101+24.38 24.51' RT 4353.90'GUTTER - MATCH EXISTING
11 101+13.96 21.87' RT 4353.95'CLEAR SPACE
12 101+20.26 22.24' RT 4353.89'CLEAR SPACE
EXISTING TYPE A - 30"
CURB & GUTER
EXISTING TYPE A - 30"
CURB & GUTER
L
209+00
209+00
5+60 5+80
6+00
6+2
0
6+
4
0
105+80 106+00
106+20
106+
4
0
106
+
6
0
53+00 53+20
53+40
53+60
209+00
209+00
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-3-003.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-C-3-003.dwg
C3003
ROADWAY
CURB RETURN DETAILS
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
SIMPSON "S" AVE ℄PROPOSED SIMPSON
GUTTER ALIGNMENT
1
6
5
3
21 22
PROPOSED SIMPSON
SIDEWALK ALIGNMENT
20 23
11
2
24
16
4
8
109
7
13 14
12
15
17
18
19
3.
3
3
%
12.67%1.87%
10.00%2.03%3.20%
2.30%
2.
8
5
%
3.
0
5
%
3.
0
4
%
2.16%
BOLLARD & CABLE (TYP)
WB TRACK ℄
EB TRACK ℄
RAMP 5 - PEDESTRIAN WALK
POINT TABLE
POINT#"S" STATION OFFSET ELEV DESCRIPTION
1 105+91.90 40.60' LT 4360.59'MATCH SIDEWALK ELEVATION
2 106+05.46 40.33' LT 4360.81'MATCH SIDEWALK ELEVATION
3 105+91.94 34.04' LT 4360.39'MATCH TRACK SLAB ELEVATION
4 106+04.72 33.90' LT 4360.61'MATCH TRACK SLAB ELEVATION
5 105+91.98 27.04' LT 4360.39'MATCH TRACK SLAB ELEVATION
6 106+04.03 26.92' LT 4360.60'MATCH TRACK SLAB ELEVATION
7 105+92.01 21.05' LT 4360.39'MATCH TRACK SLAB ELEVATION
8 106+03.53 20.98' LT 4360.60'MATCH TRACK SLAB ELEVATION
9 105+92.05 14.05' LT 4360.39'MATCH TRACK SLAB ELEVATION
10 106+03.00 14.00' LT 4360.60'MATCH TRACK SLAB ELEVATION
RAMP 5 - PEDESTRIAN WALK Cont.
POINT TABLE
POINT#"S" STATION OFFSET ELEV DESCRIPTION
11
105+84.57 11.20' LT 4359.44'FRONT FACE OF CURB
105+84.56 11.86' LT 4360.19'BACK TOP OF CURB
12 105+84.57 10.03' LT 4359.32'LIP OF GUTTER
13
105+92.07 11.86' LT 4360.39'FRONT FACE OF CURB
105+92.07 11.20' LT 4360.39'BACK TOP OF CURB
14
106+02.85 11.71' LT 4360.60'FRONT FACE OF CURB
106+02.80 11.04' LT 4360.60'BACK TOP OF CURB
15
106+11.08 10.97' LT 4360.46'FRONT FACE OF CURB
106+11.18 11.63' LT 4361.21'BACK TOP OF CURB
16 106+18.73 9.34' LT 4360.33'LIP OF GUTTER
17
106+18.98 10.79' LT 4360.75'GRADE BREAK - BEGIN END OF CURB TRANSITION
106+19.00 11.46' LT 4361.50'GRADE BREAK - BEGIN END OF CURB TRANSITION
18
106+30.09 11.00' LT 4361.08'END OF CURB - MATCH TRACK SLAB ELEVATION
106+30.08 11.65' LT 4361.08'END OF CURB - MATCH TRACK SLAB ELEVATION
19 105+84.70 10.38' RT 4359.07'LIP OF GUTTER
20
105+84.71 12.38' RT 4358.86'FRONT FACE OF CURB
105+84.71 12.88' RT 4359.36'BACK TOP OF CURB
21
105+92.21 12.36' RT 4359.61'FRONT FACE OF CURB
105+92.21 12.86' RT 4359.61'BACK TOP OF CURB
22
106+01.52 12.54' RT 4359.93'FRONT FACE OF CURB
106+01.50 13.04' RT 4359.93'BACK TOP OF CURB
23
106+08.27 13.14 'RT 4359.78'FRONT FACE OF CURB
106+08.22 13.70' RT 4360.28'BACK TOP OF CURB
24 106+08.46 11.19' RT 4359.99'LIP OF GUTTER
EXISTING TYPE A - 30"
CURB & GUTER
TYPE A - 30" CURB & GUTER
MODIFIED TYPE B
CURB & GUTTER
S
1
1
0
0
E
A
S
T
S
T
R
E
E
T
106+60
106+80
1
0
+
0
0
1
0
+
7
5
0
+
0
0
0
+
1
0
0
+
2
0
0
+
3
0
0
+
4
0
0
+
5
0
0
+
6
0
0+00 0+10 0+20 0+30
0+
4
0
0
+
5
0
0
+
6
0
0+
7
0
0
+
8
0
0
+
9
0
0
+
9
0
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-3-004.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-C-3-004.dwg
C3004
ROADWAY
CURB RETURN DETAILS
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
SIMPSON AVE ℄
11
21
S 11TH E ℄
EB TRACK ℄
10
15
9
12
16
8
4
7
3
2
1
13
6
14
PROPOSED S 11TH E SE
"SE" GUTTER ALIGNMENT
PROPOSED S 11TH E SW
"SW" GUTTER ALIGNMENT
4
5
6
7 8
10
11
12 13
14
15
16
17
9
0.23%
0.79%
7.85%
6.20
%
1.
4
9
%
1.86
%
5.74%
7.00%1.5
7
%
RAMP 6
POINT TABLE
POINT#"SW" STATION OFFSET ELEV DESCRIPTION
1 0+49.70 15.64' LT 4360.47'MATCH EXISTING SIDEWALK
2 0+49.09 10.32' LT 4360.39'MATCH EXISTING SIDEWALK
4 0+44.27 10.45' LT 4360.56'FRONT OF SIDEWALK - TOP OF FLARE
6 0+38.14 10.47' LT 4360.55'FRONT OF SIDEWALK - TOP OF FLARE
7 0+20.03 12.35' LT 4360.44'MATCH EXISTING SIDEWALK
8 0+22.90 7.98' LT 4360.29'MATCH EXISTING SIDEWALK
9
0+51.83 2.00' LT 4360.40'BEGIN TRANSITION FOR GUTTER PAN SLOPE REDUCTION
0+51.83 2.50' LT 4361.07'TOP BACK OF CURB
10
0+46.64 2.00' LT 4360.54'FRONT FACE OF CURB
0+46.66 2.50' LT 4361.21'GRADE BREAK - BEGIN FLARE TRANSITION
11
0+42.48 2.00' LT 4360.62'END TRANSITION FOR GUTTER PAN SLOPE REDUCTION
0+42.59 2.50' LT 4360.62'GRADE BREAK - END FLARE TRANSITION
12
0+36.35 2.00' LT 4360.53'BEGIN TRANSITION FOR GUTTER PAN SLOPE REDUCTION
0+36.46 2.50' LT 4360.53'GRADE BREAK - BEGIN FLARE TRANSITION
13
0+32.42 2.00' LT 4360.48'FRONT FACE OF CURB
0+32.42 2.50' LT 4361.15'GRADE BREAK - END FLARE TRANSITION
14
0+25.81 2.00' LT 4360.41'END TRANSITION FOR GUTTER PAN SLOPE REDUCTION
0+25.81 2.50' LT 4361.08'TOP BACK OF CURB
15 0+41.64 2.00' RT 4360.73'CLEAR SPACE
16 0+35.51 2.00' RT 4360.73'CLEAR SPACE
RAMP 7
POINT TABLE
POINT#"SE" STATION OFFSET ELEV DESCRIPTION
1 0+40.93 2.18' RT 4361.47'CLEAR SPACE
2 0+45.90 2.21' RT 4361.40'CLEAR SPACE
3
0+59.28 2.00' LT 4361.16'BEGIN TRANSITION FOR GUTTER PAN SLOPE REDUCTION
0+59.28 2.50' LT 4361.65'TOP BACK OF CURB
4
0+48.87 2.00' LT 4361.28'FRONT FACE OF CURB - REFERENCE POINT
0+48.87 2.50' LT 4361.95'TOP BACK OF CURB - REFERENCE POINT
5
0+46.10 2.00' LT 4361.31'END TRANSITION FOR GUTTER PAN SLOPE REDUCTION
0+46.14 2.50' LT 4361.31'TOP BACK OF CURB
6
0+38.13 2.00' LT 4361.41'BEGIN TRANSITION FOR GUTTER PAN SLOPE REDUCTION
0+37.51 2.50' LT 4361.41'GRADE BREAK - BEGIN FLARE TRANSITION
7
0+31.90 2.00' LT 4361.43'FRONT FACE OF CURB
0+31.90 2.50' LT 4361.93'GRADE BREAK - END FLARE TRANSITION
8
0+28.77 2.00' LT 4361.46 END TRANSITION FOR GUTTER PAN SLOPE REDUCTION
0+28.77 2.50' LT 4361.96'TOP BACK OF CURB
9
0+46.36 4.38' LT 4361.42'FRONT FACE OF CURB - BEGIN END CURB TRANSITION
0+47.23 4.31' LT 4361.92'TOP BACK OF CURB - BEGIN END CURB TRANSITION
10 0+27.21 5.50' LT 4362.03'FRONT OF SIDEWALK - TOP OF FLARE
11
0+27.18 11.49' LT 4362.02'FRONT OF SIDEWALK - END OF FRONT FACE OF CURB
0+27.18 12.01' LT 4362.02'FRONT OF SIDEWALK - END OF TOP BACK OF CURB
12 0+67.67 10.72' LT 4361.80'MATCH EXISTING SIDEWALK
13 0+70.10 14.07' LT 4361.86'MATCH EXISTING SIDEWALK
14 0+67.54 17.71' LT 4361.82'BACK OF SIDEWALK - REFERENCE POINT
15 0+10.47 9.46' LT 4362.28'BACK OF SIDEWALK - REFERENCE POINT
16 0+09.56 9.52' LT 4362.31'MATCH EXISTING SIDEWALK
17 0+09.57 5.50' LT 4362.30'MATCH EXISTING SIDEWALK
R = 2'
R = 12.5'
TYPE A - 30" CURB & GUTER
TYPE A - 30" CURB & GUTER
TYPE A - 30" CURB & GUTER
TYPE A - 30" CURB & GUTER
EN
D
P
L
A
T
F
O
R
M
WB
2
1
5
+
6
5
.
1
8
3+00 3+10
3
+
2
0
3
+
3
0
3+40 3+50 3+60 3+70
STOP
1
0
+
4
0
1
0
+
6
0
1
0
+
8
0
0
+
0
0
0
+
1
0
0
+
2
0
0
+
3
0
0
+
4
0
0+
5
0
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-3-005.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-C-3-005.dwg
C3005
ROADWAY
CURB RETURN DETAILS
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
PROPOSED HIGHLAND SE
"SE" GUTTER ALIGNMENT
SAWCUT
HIGHLAND DR ℄
7.
5
7
%
0.
5
0
%
5.00%
0.
5
0
%
PROPOSED HIGHLAND SE
"SE" GUTTER ALIGNMENT
EB TRACK ℄
RAMP 9
POINT TABLE
POINT#"SE" STATION OFFSET ELEV DESCRIPTION
1
3+35.82 1.50' RT 4379.76'BEGIN TRANSITION FOR GUTTER PAN SLOPE REDUCTION
3+35.82 2.00' RT 4380.26'TOP BACK OF CURB
2
3+39.32 1.50' RT 4380.00'FRONT FACE OF CURB
3+39.32 2.00' RT 4380.43'GRADE BREAK - BEGIN FLARE TRANSITION
3
3+41.32 1.50' RT 4380.13'END TRANSITION FOR GUTTER PAN SLOPE REDUCTION
3+41.32 2.00'RT 4380.13'GRADE BREAK - END FLARE TRANSITION
4 3+41.32 5.50' RT 4380.39'FRONT OF SIDEWALK - TOP OF FLARE
5 3+41.32 10.50' RT 4380.44'BACK OF SIDEWALK
6
3+51.82 1.50' RT 4380.59'END TRANSITION FOR GUTTER PAN SLOPE REDUCTION
3+51.82 2.00' RT 4381.09'TOP BACK OF CURB
7
3+48.32 1.50' RT 4380.46'FRONT FACE OF CURB
3+48.32 2.00' RT 4380.88'GRADE BREAK - END FLARE TRANSITION
8
3+46.32 1.50' RT 4380.38'BEGIN TRANSITION FOR GUTTER PAN SLOPE REDUCTION
3+46.32 2.00'RT 4380.38'GRADE BREAK - BEGIN FLARE TRANSITION
9 3+46.32 5.50' RT 4380.40'FRONT OF SIDEWALK - TOP OF FLARE
10 3+46.32 10.50' RT 4380.44'BACK OF SIDEWALK
11 3+41.02 2.50'LT 4380.28'CLEAR SPACE
12 3+46.02 2.50' LT 4380.56'CLEAR SPACE
7.00%
7.00%
1.5
0
%
2.2
5
%
1.5
5
%
1.50%
5.00%
1.
0
0
%
0.7
0
%
0.7
0
%
6.
8
0
%
RAMP 8 Cont.
POINT TABLE
POINT#NORTHING EASTING ELEV DESCRIPTION
10 7431855.84 1541106.68 4372.66'FRONT OF SIDEWALK - MATCH EXISTING
11 7431857.58 1541111.48 4372.74'BACK OF SIDEWALK - MATCH EXISTING
12 7431873.25 1541109.04 4371.51'BACK OF SIDEWALK - REFERENCE POINT
13 7431878.17 1541107.26 4371.58'BACK OF SIDEWALK - REFERENCE POINT
14 7431873.45 1541113.22 4372.29'GRADE BREAK - SIDEWALK REFERENCE POINT
15 7431878.44 1541112.99 4371.66'GRADE BREAK - SIDEWALK REFERENCE POINT
16 7431878.05 1541125.68 4372.29'BACK OF SIDEWALK - MATCH TRACK SIDEWALK
17 7431883.05 1541125.70 4372.24'FRONT OF SIDEWALK - MATCH TRACK SIDEWALK
18 7431883.05 1541124.83 4372.25'GRADE BREAK - FRONT OF SIDEWALK
RAMP 8 Cont.
POINT TABLE
POINT#"E" STATION OFFSET ELEV DESCRIPTION
20 212+79.55 3.50' RT 4371.72'MATCH TRACK SLAB ELEVATION
21 212+84.81 3.50' RT 4371.83'MATCH TRACK SLAB ELEVATION
22 212+76.74 3.50' LT 4371.60'MATCH TRACK SLAB ELEVATION
23 212+82.23 3.50' LT 4371.71'MATCH TRACK SLAB ELEVATION
24 212+69.34 18.98' LT 4371.48'MATCH TRACK SLAB ELEVATION
25 212+75.43 19.34' LT 4371.59'MATCH TRACK SLAB ELEVATION
RAMP 8
POINT TABLE
POINT#"SE" STATION OFFSET ELEV DESCRIPTION
1
0+00.00 2.00' RT 4370.11'BEGIN TRANSITION FOR GUTTER PAN SLOPE REDUCTION
0+00.00 2.50' RT 4370.61'TOP BACK OF CURB
2
0+10.14 2.00' RT 4370.74'END TRANSITION FOR GUTTER PAN SLOPE REDUCTION
0+10.14 2.50' RT 4371.24'TOP BACK OF CURB
3
0+17.47 2.00' RT 4370.85'BEGIN GUTTER PAN TRANSITION
0+17.50 2.50' RT 4371.35'TOP BACK OF CURB
4
0+21.40 2.00' RT 4371.13'GRADE BREAK - BEGIN END OF CURB TRANSITION
0+21.40 2.50' RT 4371.42'GRADE BREAK - BEGIN END OF CURB TRANSITION
5
0+26.61 2.00' RT 4371.48'END CURB - MATCH TRACK SLAB ELEVATION
0+26.61 2.50' RT 4371.50'END CURB - MATCH TRACK SLAB ELEVATION
6
0+11.10 3.80' RT 4370.91'TOP BACK OF CURB - BEGIN END CURB TRANSITION
0+11.57 3.94' RT 4371.41'FRONT FACE OF CURB - BEGIN END CURB TRANSITION
7
0+16.03 3.06' RT 4370.91'FRONT FACE OF CURB - BEGIN END CURB TRANSITION
0+16.50 3.23' RT 4371.41'TOP BACK OF CURB - BEGIN END CURB TRANSITION
8
0+08.87 11.00' RT 4371.43'END CURB
0+09.39 11.00' RT 4371.43'END CURB
9
0+13.48 11.00' RT 4371.50'END CURB
0+14.10 11.00' RT 4371.50'END CURB
26 0+13.41 2.00' LT 4370.58'CLEAR SPACE
27 0+17.59 2.00' LT 4370.64'CLEAR SPACE
TYPE A - 30" CURB & GUTER
TYPE A - 30" CURB & GUTER
TYPE A - 30" CURB & GUTER
TYPE A - 30" CURB & GUTER
5
10
4 9
72
3
2
8
9
4
1110
21
20
3 8
1
6
12
18 17
16
5
13
11 12
1
7
2322
2524
6 14
15
27
26
N: 7431932.611
E: 1541355.304
ELEV: 4380.44
N: 7431932.611
E: 1541360.304
ELEV: 4380.44
N: 7431932.611
E: 1541397.304
ELEV: 4379.06
N: 7431931.189
E: 1541399.346
ELEV: 4379.06
N: 7431915.830
E: 1541405.017
ELEV: 4378.45
N: 7431876.175
E: 1541404.839
ELEV: 4378.45
N: 7431881.800
E: 1541404.850
ELEV: 4378.45
N: 7431878.836
E: 1541368.854
ELEV: 4377.07
TOP OF TRACK SLAB
ELEV: 4375.67 TOP OF TRACK SLAB
ELEV: 4375.87
N: 7431882.273
E: 1541299.115
ELEV: 4375.67
N: 7431882.273
E: 1541309.115
ELEV: 4375.87
N: 7431894.894
E: 1541309.172
ELEV: 4375.87
N: 7431894.819
E: 1541325.922
ELEV: 4376.88
N: 7431905.319
E: 1541325.969
ELEV: 4376.88
N: 7431905.394
E: 1541309.219
ELEV: 4375.87
N: 7431905.439
E: 1541299.219
ELEV: 4375.67
N: 7431876.730
E: 1541280.665
ELEV: 4375.30
N: 7431877.400
E: 1541270.668
ELEV: 4375.10
N: 7431916.856
E: 1541299.270
ELEV: 4375.67
N: 7431915.689
E: 1541299.265
ELEV: 4375.67
N: 7431914.716
E: 1541405.012
ELEV: 4378.45
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-3-006.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-C-3-006.dwg
C3006
SUGAR HOUSE PLATFORM AREA
PEDESTRIAN RAMP AND SIDEWALK PLAN
S. JOSHI
S. JOSHI
A. DIGIROLAMO
F. NANNENGA
H: 1" = 5'
01-16-26
HORIZ SCALE IN FEET
02.5 55 10
(1" = 5')
WB TRACK ℄
EB TRACK ℄
SCALE: 1" = 5'
HIGHLAND PLATFORM AREA - SIDEWALK PLAN AND ELEVATION PLAN
SLOPE DOWN = 3.72%
SL
O
P
E
D
O
W
N
=
3
.
7
2
%
CR
O
S
S
SL
O
P
E
=
0.
5
0
%
CROSS SLOPE = 0.50%
SLOPE DOWN = 3.85%SLOPE DOWN = 2.00%
CR
O
S
S
SL
O
P
E
=
0.
5
0
%
5.00'
LANDING
LANDING
LANDING
37.00'
16
.
3
7
'
SEE NOTE 1
NOTES:
1.SEE DRAWING C3005 FOR ELEVATIONS AT THE WEST END OF THE SIDEWALK.
2.SEE DRAWING P3203 FOR STATION PLATFORM RAMP ELEVATIONS.
10
.
0
0
'
SLOPE DOWN = 5.98%
HANDRAIL (TYP)
SEE NOTE 2
5.
0
0
'
5.
6
3
'
5.00'
5.00'
5.
0
0
'
SLOPE UP = 2.00%
6.
6
7
'
5.
0
0
'
10.00'
5
0
+
0
0
5
0
+
2
0
50+
4
0
205+0
0
205+0
0
206
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2+00
2+20
2+40
2+60
2+8
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102+40
102+6
0
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-3-007.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-C-3-007.dwg
C3007
ROADWAY
EMERGENCY DRIVEWAY GRADING
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
SIMPSON AVE ℄
PROPOSED SIMPSON
GUTTER "S" ALIGNMENT
1
8
5
WEST "W" TRACK ℄
EAST "E" TRACK ℄
PROPOSED SIMPSON
SIDEWALK ALIGNMENT
2
6
3
7
11
12
13
BOLLARD & CABLE
BOLLARD & CABLE
4
9
10
14
15
16
19
17
18
POINT TABLE
POINT#"S" STATION OFFSET ELEV DESCRIPTION
1
1+84.72 2.00' LT 4355.67'BEGIN CURB TYPE TRANSITION
1+84.72 2.50' LT 4356.34'BEGIN CURB TYPE TRANSITION
2
1+89.72 1.50' LT 4355.83'END CURB TYPE TRANSITION
1+89.72 2.50' LT 4356.33'END CURB TYPE TRANSITION
3
2+40.27 1.50' LT 4356.11'BEGIN CURB TYPE TRANSITION
2+40.27 2.50' LT 4356.61'BEGIN CURB TYPE TRANSITION
4
2+45.27 2.00' LT 4356.01'END CURB TYPE TRANSITION
2+45.27 2.50' LT 4356.68'END CURB TYPE TRANSITION
POINT TABLE
POINT#"E" STATION OFFSET ELEV DESCRIPTION
5 204+94.61 6.40' RT 4356.90'
6 204+94.61 3.50' RT 4356.94'MATCH TRACK SLAB ELEVATION
7 205+14.42 3.50' LT 4357.05'MATCH TRACK SLAB ELEVATION
8 205+40.09 6.40' RT 4357.15'
9 205+40.09 3.50' RT 4357.19'MATCH TRACK SLAB ELEVATION
10 205+63.13 3.50' LT 4357.32'MATCH TRACK SLAB ELEVATION
POINT TABLE
POINT#"W" STATION OFFSET ELEV DESCRIPTION
11 205+18.65 3.50' RT 4357.05'MATCH TRACK SLAB ELEVATION
12 205+42.52 3.50' LT 4357.17'MATCH TRACK SLAB ELEVATION
13 205+42.12 6.67' LT 4357.12'
14 205+68.66 3.50' RT 4357.32'MATCH TRACK SLAB ELEVATION
15 205+83.48 3.50' LT 4357.40'MATCH TRACK SLAB ELEVATION
16 205+83.48 6.67' LT 4357.35'
17 205+88.11 6.67' LT 4357.55'
18 206+00.14 13.41' LT 4358.92'MATCH PROPOSED SIDEWALK EDGE
19 206+90.76 29.02' LT 4359.26'MATCH EXISTING SIDEWALK
6' SIDEWALK
BOLLARD & CABLE
DOUBLE SWING GATE
SEE SHEET C3010
TYPE D CURB & GUTER
TYPE B - 30" CURB & GUTER
TYPE B - 30" CURB & GUTER
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-3-010.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-C-3-010.dwg
C3010
CIVIL
BOLLARD AND SWING GATE DETAILS
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
MIN END TRANSITION LENGTH
CURB TYPE * (FT)
A 5
B 7
A - 24"5
9" MODIFIED 9
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
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UTAH TRANSIT AUTHORITY
SL-C-C-3-011.dwg
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S-LINE EXTENSION PROJECT
SL-C-C-3-011.dwg
C3011
CIVIL
CURB TRANSITIONS AND DETAILS
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-3-013.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-C-3-013.dwg
C3013
CIVIL
GATE DETAILS
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-C-3-014.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-C-3-014.dwg
C3014
CIVIL
PEDESTRIAN SAFETY RAILING
M. HARTMANN
M. HARTMANN
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
S
M
C
C
L
E
L
L
A
N
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S
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SUGARMO
N
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D
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SIMPSO
N
A
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E
SUGARMO
N
T
D
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I
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L
201+80
202+00
203+00
204+00
205+00
206+0
0
203+00
204+00
205+00
206+0
0
STOP
STOP
STOP
STOP
W
W W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W
W
WW
W
W
W
W
W
W W W W W W W W
W W
W
W
W
W
W
W
SD
ss
ss
ss
ss
ss
SD
SD
W W W W W
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-D-1-201.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-D-1-201.dwg
D1201
DRAINAGE PLAN
WB STA 201+80.27 TO WB STA 206+50
E. JONES
E. JONES
A. DIGIROLAMO
F. NANNENGA
1" = 20'
01-16-26
MA
T
C
H
L
I
N
E
:
S
T
A
2
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+
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0
SE
E
D
W
G
D
1
2
0
2
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
WB TRACK ℄
EB TRACK ℄
PROPOSED OCS
FOUNDATION (TYP)
SIMPSON AVE ℄
CONSTRUCT 11.66 LF OF 12" PVC
@ 2.00% SLOPE
CONSTRUCT GRID GRATE AND CLEANOUT
BOX PER APWA STD PLAN 309.2.
WB STA 205+94.00 OFFSET (MATCH NEW
CURB AND GUTTER ALIGNMENT)
RIM = 4356.63
INV N = 4355.06
INV E = 4354.04
INV W = 4354.04
EXISTING STORM DRAIN
TO REMAIN IN PLACE
REMOVE EXISTING 12" CMP PIPE
CONNECT EXISTING STORM DRAIN
PIPE TO NEW INLET
W/ SIMPLE CONCRETE FIELD COLLAR
CONNECT TO EXISTING
CURB INLET PER
SLCPU STANDARDS
INV N = 4351.94
CONSTRUCT 39.91 LF OF 15" CLASS 3 RCP
@ 1.00% SLOPE TO EXISTING CATCH BASIN
CONSTRUCT DRAIN ARRAY PER
DETAIL 1 DWG K3012. WB STA 203+83.
EXISTING
F
A
I
R
M
O
N
T
STATION
CONSTRUCT TRACK DRAIN
ARRAY PER DETAIL 1 ON
DWG K3012. WB STA 205+94.
CONSTRUCT CLEANOUT BOX PER
APWA STD PLAN 331.1
WB STA 206+32.76 OFFSET 18.89' LT
RIM = 4359.29
INV N = 4355.11
INV SW = 4355.11
CONSTRUCT 53.27 LF OF 12" PVC
@ 2.00% SLOPE
CONSTRUCT GRID GRATE AND CLEANOUT
BOX PER APWA STD PLAN 309.2.
WB STA 203+83.00 OFFSET (MATCH NEW
CURB AND GUTTER ALIGNMENT)
RIM = 4354.68
INV N = 4352.34
INV S = 4352.34
CONSTRUCT 13.33 LF OF 6" PVC
@ 1.00% SLOPE
CONNECT TRACK DRAIN
ARRAY TO INLET STA 205+94
CONSTRUCT GRID GRATE AND CLEANOUT
BOX PER APWA STD PLAN 309.2.
WB STA 206+26.23 OFFSET 28.32' LT
CONNECT TO EXISTING CLEANOUT BOX
RIM = 4358.93
INV S = 4355.34
CONSTRUCT 8.25 LF OF 12" CLASS 3 RCP @
1.10% SLOPE TO EXISTING CATCH BASIN
ABBREVIATIONS:
CMP - CORRUGATED METAL PIPE
RCP - REINFORCED CONCRETE PIPE
PVC - POLYVINYL CHLORIDE
HP - HIGH-PERFORMANCE POLYPROPYLENE
RIM - TOP OF GRATE
INV - INVERT ELEVATION
L
L
L
207+0
0
208+0
0
209+00
210+
0
0
211
+
0
0
207+0
0
208+0
0
209+00
210+
0
0
211
+
0
0
BP = 0+00.00
EP = 0+25.96
SIMPSON
A
V
E
SIMP
S
O
N
A
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E
S 1
1
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0
E
A
S
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S
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T
SUGA
R
M
O
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T
D
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I
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E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD
SD
SD
SD
SD
SD
ss
ss
ss
ss
ss ss
SD
SD
SD
SD
SD
SD
SD
SD
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-D-1-202.dwg
24-03849
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SL-C-D-1-202.dwg
MA
T
C
H
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I
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E
D
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1
D1202
DRAINAGE PLAN
WB STA 206+50 TO WB STA 211+50
E. JONES
E. JONES
A. DIGIROLAMO
F. NANNENGA
1" = 20'
01-16-26
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
MA
T
C
H
L
I
N
E
:
S
T
A
2
1
1
+
5
0
SE
E
D
W
G
D
1
2
0
3
WB TRACK ℄
EB TRACK ℄
SIMPSON AVE ℄
CONSTRUCT 18.26 LF OF 15"
CLASS 3 RCP @ 2.40% SLOPE
EXISTING CLEANOUT BOX
CONNECT PER SLCDPU STANDARDS
RIM = 4358.38
INV SE = 4352.23
CONSTRUCT 42.27 LF OF 2" PVC PIPE @ 1.50%
SLOPE FROM WHEEL SENSOR TO CATCH BASIN. WB
STA 210+30.00 SEE DWG Z7006 FOR WHEEL SENSOR
DETAIL
CONSTRUCT GRID GRATE AND
CLEANOUT BOX PER APWA STD
PLAN 309.2.
WB STA 209+92.67 OFFSET 6.67' LT
RIM = 4363.21
INV E = 4361.25
INV W = 4359.86
INV SE = 4361.33
CONSTRUCT GRID GRATE AND CLEANOUT
BOX PER APWA STD PLAN 309.2.
WB STA 208+90.51 OFFSET 43.10' RT
RIM = 4360.14
INV NE = 4357.45
CONSTRUCT GRID GRATE AND CLEANOUT
BOX PER APWA STD PLAN 309.2.
WB STA 208+91.73 OFFSET 19.23' RT
RIM = 4360.46
INV SW = 4356.81
INV E = 4357.31
INV NE = 4357.98
CONSTRUCT 106.06 LF OF
12" PVC PIPE @ 2.40% SLOPE
CONSTRUCT 54.02 LF OF 15"
CLASS 3 RCP @ 2.40% SLOPE
CONSTRUCT TRACK DRAIN
ARRAY PER DETAIL 1 ON DWG
K3012. WB STA 208+91.66
PROPOSED OCS
FOUNDATION, TYP.
CONSTRUCT CLEANOUT BOX PER APWA
STD PLAN 331.1.
WB STA 208+90.88 OFFSET 37.46' RT
CONNECT TO EXISTING CLEANOUT BOX
RIM = 4360.20
INV NE = 4356.38
INV NW = 4356.13
INV SW = 4357.40
CONSTRUCT 5.66 LF OF 15"
CLASS 3 RCP @ 1.00% SLOPE
ABBREVIATIONS:
CMP - CORRUGATED METAL PIPE
RCP - REINFORCED CONCRETE PIPE
PVC - POLYVINYL CHLORIDE
HP - HIGH-PERFORMANCE POLYPROPYLENE
RIM - TOP OF GRATE
INV - INVERT ELEVATION
CONSTRUCT 196.74 LF OF 2" PVC PIPE @ 2.50%
SLOPE FROM WHEEL SENSOR TO CATCH BASIN. WB
STA 211+90.00 SEE DWG Z7006 FOR WHEEL SENSOR
DETAIL
CONSTRUCT 12.50 LF OF 15"
CLASS 3 RCP @ 2.40% SLOPE
CONSTRUCT CONTECH SFMH48 STORMFILTER
WB STA 208+39.19 OFFSET 36.66' RT
RIM = 4358.52
INV NW = 4352.53
INV SE = 4354.83
HIG
H
L
A
N
D
D
R
I
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E
W
W W WWWW
W
W W
W
W W W W W W W W
W
W W W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SD SD SD SD SD SD SD SD
SD
SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
W W W W
SD
W
W
W
W
W
W
W
W
W
W
W
SD
SD
STOP
S260
S270
212+00
213+00 214+00 215+00
212+00
213+00 214+00 215+00
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-D-1-203.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-D-1-203.dwg
MA
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D1203
DRAINAGE PLAN
WB STA 211+50 TO WB STA 215+84.18
E. JONES
E. JONES
A. DIGIROLAMO
F. NANNENGA
AS SHOWN
01-16-26
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
EB TRACK ℄
PROPOSED OCS
FOUNDATION (TYP)
WB TRACK ℄
INSTALL 8" X 12" OBLIQUE
SCUPPER DRAIN W/ 8" PIPE
OPENING PER ZURN Z187 OR
APPROVED SIMILAR
@ BLOCK OUT INVERT
SEE SECTION A1 ON DWG K3019
INV = 4369.91
CONSTRUCT 38.99 LF 12" PVC
PIPE @ 2.40% SLOPE
CONSTRUCT CATCH BASIN PER DETAIL ON DWG K3011
(WB STA 213+11.16 OFFSET 30.75' RT)
RIM = 4371.65
INV W = 4369.37
INV S = 4369.37
INV E = 4369.95
NOTES:
1.SEE SHEET K3009 FOR TRACK DRAIN DETAILS.
2.TOP OF AREA DRAIN SHALL BE SET A MINIMUM OF 1/2"
BELOW GRADE OF TOP OF TRACK SLAB OR CONCRETE
INFILL. THE SURROUNDING CONCRETE SURFACE WITHIN
18" SHALL BE GRADED TO DRAIN.
CONNECT TO EXISTING CURB INLET
INV = 4370.36
REPLACE 34.82 LF 12" PVC PIPE @ 5.53%
CONSTRUCT AREA DRAIN PER DETAIL 1.
(WB STA 214+69.51 OFFSET 13.60' RT)
RIM = 4373.40
INV NW = 4372.08
CONSTRUCT 25.38 LF 8" PVC PIPE @ 1.50%
PROVIDE SLEEVE THROUGH PLATFORM
FOUNDATION
CONNECT TO PROPOSED CANOPY DRAIN
SEE PLATFORM PLANS FOR LOCATION
NTS
AREA DRAIN DETAIL 1
-
1'-0"
10
"
6"
8"
5
3
/
4
"
SCALE: 1" = 20'
DRAINAGE PLAN
D & L SUPPLY
I-4162 BRIDGE
DECK DRAIN OR
APPROVAL
EQUAL
OUTLET SHALL SLIP FIT
INSIDE BELL OF 6" PVC PIPE
REMOVE EXISTING CATCH BASIN
RELOCATE TO LOW POINT IN NEW CURB AND
GUTTER, SEE DWG NO. C1109.
CONSTRUCT 130.22 LF
8" PVC PIPE @ 0.90%
CONSTRUCT AREA DRAIN PER DETAIL 1
WB STA 214+89.43 OFFSET 29.92' RT
RIM = 4375.83
INV = 4372.63
CONSTRUCT 178.29LF
8" PVC PIPE @ 1.50%
REPLACE EXISTING CURB INLET WITH GRID GRATE AND
CLEANOUT BOX PER APWA STD PLAN 309.2
WB STA 212+74.55 OFFSET 44.02' RT
RIM = 4370.59
INV N = (CONTINUE AT EXISTING PIPE SLOPE INTO NEW BOX)
INV NE = 4368.96
INV E = 4368.43
CONSTRUCT 41.88 LF 12" HP
STORM PIPE @ 0.50% SLOPE
CONSTRUCT GRID GRATE AND BOX
INLET PER APWA STD PLAN 309.2
WB STA 213+12.87 OFFSET 13.51' LT
RIM = 4372.21
INV NW = 4370.57
INV SE = 4370.57
CONSTRUCT 32.34 LF
8" PVC PIPE @ 0.90%
CONSTRUCT 33.49 LF OF 8" PVC
PIPE @ 2.50% SLOPE TO NEW
CLEANOUT BOX
CONSTRUCT 33.52 LF
8" PVC PIPE @ 1.50%
CONSTRUCT 96.85 LF
12" HP STORM PIPE
@ 4.50% SLOPE
CONSTRUCT 39.35 LF
12" HP STORM PIPE
@ 4.50% SLOPE
CONSTRUCT CATCH BASIN PER
DETAIL ON DWG K3011
WB STA 215+89.03 OFFSET
(MATCH EXISTING STORM PIPE)
CONSTRUCT CATCH BASIN PER
DETAIL ON DWG K3011
WB STA 216+22.54 OFFSET 49.77' RT
RIM = 4387.26
INV N = 4383.72
INV S = 4383.72
CONNECT TO EXISTING
CATCH BASIN
INV N = 4385.49
ABBREVIATIONS:
CMP - CORRUGATED METAL PIPE
RCP - REINFORCED CONCRETE PIPE
PVC - POLYVINYL CHLORIDE
HP - HIGH-PERFORMANCE POLYPROPYLENE
RIM - TOP OF GRATE
INV - INVERT ELEVATION
CONSTRUCT DRAINAGE CLEANOUT
PER SIOUX CHIEF 851-46N
OR APPROVED SIMILAR
WB STA 215+07.81 OFFSET 30.17 RT
CONSTRUCT DRAINAGE CLEANOUT
PER SIOUX CHIEF 851-46N
OR APPROVED SIMILAR
WB STA 214+80.16 OFFSET 9.27 LT
CONSTRUCT DRAINAGE CLEANOUT
PER SIOUX CHIEF 851-46N
OR APPROVED SIMILAR
WB STA 214+46.64 OFFSET 9.27 LT
CONSTRUCT DRAINAGE CLEANOUT
PER SIOUX CHIEF 851-46N
OR APPROVED SIMILAR
WB STA 213+16.43 OFFSET 9.27 LT CONSTRUCT 13.11 LF
8" PVC PIPE @ 1.50%
CONSTRUCT 18.39 LF
8" PVC PIPE @ 1.50%
CONSTRUCT TRACK DRAIN
PER DETAIL 2 ON DWG K3012.
WB STA 214+89.42
CONSTRUCT 196.74 LF OF 2" PVC PIPE @ 2.50%
SLOPE FROM WHEEL SENSOR TO CATCH BASIN. WB
STA 211+90.00 SEE DWG Z7006 FOR WHEEL SENSOR
DETAIL
CONSTRUCT CATCH BASIN PER DETAIL ON DWG K3011
(WB STA 213+17.73 OFFSET 54.50' RT)
RIM = 4373.07
INV N = 4369.74
CONSTRUCT 24.64 LF OF
12" PVC PIPE @ 1.50%
CONSTRUCT 4.70 LF OF 12" CLASS 3
RCP @ EXISTING SLOPE TO
PROPOSED CATCH BASIN
CONNECT EXISTING STORM DRAIN
PIPE TO NEW INLET W/ SIMPLE
CONCRETE FIELD COLLAR
S
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SUGARMONT DRIVE
SIMP
S
O
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A
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SUGARMONT DRIVE
STOP
STOP
STOP
STOP
L
TCB
201+80 202+00
203+00
204+00
205+0
0
206+
0
0
CCTV
1.PROVIDE AND INSTALL SIGNAL HEADS WITH LENSES AS SHOWN.
2.ALL SIGNAL HEADS SHOWN SHALL BE TYPE I UNLESS OTHERWISE NOTED.
3.PROVIDE ADEQUATE CONDUCTOR SLACK IN MAST ARM TO ALLOW FOR VERTICAL
ADJUSTMENTS OF SIGNAL WITHIN FULL RANGE OF MOUNTING BRACKET.
4.CONTRACTOR SHALL VERIFY AND ENSURE MAST ARM MINIMUM HEIGHT
REQUIREMENTS ARE MET PRIOR TO CASTING POLE FOUNDATIONS.
5.TAG EACH SET OF CABLES AT EACH CONDUIT END LABELING EACH CIRCUIT.
6.USE SIGNAL HEAD BRACKET MOUNTS FOR MOUNTING ALL SIGNAL HEADS. BOTTOM
OF SIGNAL HEAD ASSEMBLY SHALL BE A MINIMUM OF 17.5' AND A MAXIMUM OF 19.5
ABOVE ROADWAY SURFACE.
7.PRIMARY CONDUITS BETWEEN SIGNAL JUNCTION BOXES SHALL CONTAIN 6-2" PVC
CONDUIT EXCEPT WHERE NOTED.
8.POLES TO BE CONSTRUCTED PER SALT LAKE CITY TRAFFIC OPERATION
STANDARDS UNLESS OTHERWISE NOTED.
9.ALL CITY ITEMS TO BE REMOVED ARE TO BE RETURNED TO THE CITY "AS IS".
CONSTRUCTION NOTES:
LIDAR DETECTION MOUNTED ON TRAFFIC SIGNAL POLE.
INSTALL UNDERGROUND SERVICE PEDESTAL PER SALT LAKE CITY TRAFFIC OPERATIONS
STANDARD PLAN SHEET EK509
INSTALL TYPE 6 CABINET AND FOUNDATION WITH TYPE III JUNCTION BOX PER SALT LAKE
CITY TRAFFIC OPERATIONS STANDARD PLANS SHEET EK506.
LEGEND:
NOTES:
INSTALL TYPE II JUNCTION BOX PER SALT LAKE CITY TRAFFIC OPERATIONS
STANDARD PLANS SHEET EK505.
INSTALL PEDESTRIAN SIGNAL HEAD ON POLE PER SALT LAKE CITY TRAFFIC
OPERATIONS STANDARDS SHEET EK507.
SIGNAL POLE
TYPE II JUNCTION BOX
TCB TYPE 6 CABINET
LIDAR DETECTION
PEDESTRIAN PUSH BUTTON
PEDESTRIAN SIGNAL HEAD
TYPE III JUNCTION BOX
OCS POLE
SIGNAL HEADS TYPE VI
MASTARM MOUNTED SIGNS
TRAFFIC SIGNAL CONDUIT
UNDERGROUND SERVICE PEDESTAL
SIGNAL HEADS TYPE I
UTA PLATFORM LUMINARE
TRAFFIC SIGNAL POLE AND MAST ARM
WITH LUMINARE
CCTV CAMERACCTV
INSTALL TACTILE WARNING DEVICE (TRUNCATED DOMES)
POWER CABLE TO BE INSTALLED BY ROCKY MOUNTAIN POWER
MOUNT STREET NAME SIGN ON MAST ARM.
TYPE I JUNCTION BOXCCTV CAMERA MOUNTED ON TRAFFIC SIGNAL POLE OR MAST ARM AS SHOWN.
1
2
4
5
6
7
3
8
10
REMOVE EXISTING UTA LUMINARE, POLE, AND FOUNDATION.11
INSTALL AUDIBLE PUSH BUTTON ON POLE PER SALT LAKE CITY TRAFFIC OPERATIONS
STANDARDS SHEET EK507.
12
UDOT/SLC FIBER PULL BOX TYPE 213
INSTALL TYPE I JUNCTION BOX FOR LIGHTING CIRCUIT14
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-1-201.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-T-1-201.dwg
T1201
TRAFFIC SIGNAL PLANS
WB STA 201+60 TO WB STA 206+42
J. GONZALES
J. GONZALES
L. B. KHAN
F. NANNENGA
1" = 20'
1-16-26
MA
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20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
P1
9'
8'
9'
9'
TYPE VI (FL.A) LEFT-TURN
ARROW LENS DETAIL
A
A
A B
R3-1
BLANK-OUT
30" X 30"
W10-7
ACTIVATED
BLANK-OUT
30" X 30"
C
R3-2
BLANK-OUT
30" X 30"
DO NOT
ENTER
D
R5-1
BLANK-OUT
30" X 30"
C
FAIRMONT STATION PLATFORM
POLE AND POST SCHEDULE
POLE
IDENT.STATION
OFFSET MAST ARM
LENGTH
LUMINARE
MOUNTING
HEIGHT
LUMINARE ARM
LENGTH NOTESLEFTRIGHT
D
B
P2
P9
D
P1 202+82.91 28.43'25'30'10'30' MAST ARM TO BE FIELD CUT.
INSTALL UTA LUMINARE
P2 203+05.6 20.4'11' PEDESTRIAN POLE
P3 203+04.87 19.02'10'TYPE A MAST ARM POLE W/ TYPE 1
PRE SIGNAL
P4 203+53.28 20.01'11' BREAKAWAY POLE
P5 203+77.22 20.73'40'30'15'45' MAST ARM TO BE FIELD CUT
P6 203+85.4 77.79'35'30'10'
P7 203+60.47 83.28'4.5' PEDESTRIAN POLE
P8 203+13.16 83.81'25'30'10'30' MAST ARM TO BE FIELD CUT
P9 202+99.89 75.05'4.5' PEDESTRIAN POLE
6
7
7
7
7
8
8
8
8
8
10
2
1
3
4
5
5
4
4
4
11
12
4
3
11
P3
P7
P5
P4
4
12
5
5
4
5
P6
5
12 12
12
5
12
13
9'
9'
MAST ARM MOUNTED SIGN SCHEDULE
MAST ARM
IDENT.
CENTER OF SIGN TO
END OF MAST ARM A-2 SIGN W/G 8" "C" TEXT
P1 13.5'MCCLELLAND
P5 5.5'SUGARMOUNT
P6 5.5'MCCLELLAND
P8 5.5'SUGARMOUNT
1414
P8
14
14
14
14
14
SIMPS
O
N
A
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SIMPS
O
N
A
V
E
S 1
1
0
0
E
A
S
T
S
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R
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E
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L
L
L
TC
B
207+0
0
208+
0
0
209+00
210+00
211+0
0
CCTV
TCB
NOTES:
1.PROVIDE AND INSTALL SIGNAL HEADS WITH LENSES AS SHOWN.
2.ALL SIGNAL HEADS SHOWN SHALL BE TYPE I UNLESS OTHERWISE NOTED.
3.PROVIDE ADEQUATE CONDUCTOR SLACK IN MAST ARM TO ALLOW FOR VERTICAL
ADJUSTMENTS OF SIGNAL WITHIN FULL RANGE OF MOUNTING BRACKET.
4.CONTRACTOR SHALL VERIFY AND ENSURE MAST ARM MINIMUM HEIGHT
REQUIREMENTS ARE MET PRIOR TO CASTING POLE FOUNDATIONS.
5.TAG EACH SET OF CABLES AT EACH CONDUIT END LABELING EACH CIRCUIT.
6.USE SIGNAL HEAD BRACKET MOUNTS FOR MOUNTING ALL SIGNAL HEADS. BOTTOM
OF SIGNAL HEAD ASSEMBLY SHALL BE A MINIMUM OF 17.5' AND A MAXIMUM OF 19.5
ABOVE ROADWAY SURFACE.
7.PRIMARY CONDUITS BETWEEN SIGNAL JUNCTION BOXES SHALL CONTAIN 6-2" PVC
CONDUIT EXCEPT WHERE NOTED.
8.POLES TO BE CONSTRUCTED PER SALT LAKE CITY TRAFFIC OPERATION
STANDARDS.
9.PTZ CAMERA REQUIRES NEMA BOX WITH A SWITCH AND SHALL WIRED FROM THE
NEAREST PCC FIBER BOX.
10.INSTALL PEDESTRIAN BLANK OUT SIGN. SEE SHEET 3213
11.ALL CITY ITEMS TO BE REMOVED ARE TO BE RETURNED TO THE CITY "AS IS".
CONSTRUCTION NOTES:PEDESTRIAN SIGNAL POLE
LEGEND:
TYPE II JUNCTION BOX
TCB TYPE 6 CABINET
LIDAR DETECTION
PEDESTRIAN PUSH BUTTON
PEDESTRIAN SIGNAL HEAD
TYPE III JUNCTION BOX
OCS POLE
SIGNAL HEADS TYPE VI
MAST ARM MOUNTED SIGNS
TRAFFIC SIGNAL CONDUIT
UNDERGROUND SERVICE PEDESTAL
SIGNAL HEADS TYPE I
TRAFFIC SIGNAL POLE AND MAST ARM
WITH LUMINARE
CCTV CAMERADETV
TYPE I JUNCTION BOX
LIDAR DETECTION MOUNTED ON TRAFFIC SIGNAL POLE.
INSTALL UNDERGROUND SERVICE PEDESTAL PER SALT LAKE CITY TRAFFIC OPERATIONS
STANDARD PLAN SHEET EK509
INSTALL TYPE 6 CABINET AND FOUNDATION WITH TYPE III JUNCTION BOX PER SALT LAKE
CITY TRAFFIC OPERATIONS STANDARD PLANS SHEET EK506.
INSTALL TYPE II JUNCTION BOX PER SALT LAKE CITY TRAFFIC OPERATIONS
STANDARD PLANS SHEET EK505.
INSTALL PEDESTRIAN SIGNAL HEAD ON POLE PER SALT LAKE CITY TRAFFIC
OPERATIONS STANDARDS SHEET EK507.
INSTALL TACTILE WARNING DEVICE (TRUNCATED DOMES)
POWER CABLE TO BE INSTALLED BY ROCKY MOUNTAIN POWER
MOUNT STREET NAME SIGN ON MAST ARM.
CCTV CAMERA MOUNTED ON TRAFFIC SIGNAL POLE OR MAST ARM AS SHOWN.
1
2
4
5
6
7
3
8
10
INSTALL AUDIBLE PUSH BUTTON ON POLE PER SALT LAKE CITY TRAFFIC OPERATIONS
STANDARDS SHEET EK507.
12
UDOT/SLC FIBER PULL BOX TYPE 213
INSTALL TYPE I JUNCTION BOX FOR LIGHTING CIRCUIT14
RAISED PAVEMENT MARKER
INSTALL UTA PTZ CAMERA ON POLE.18
UTA PTZ CAMERA
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-1-202.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-T-1-202.dwg
T1202
TRAFFIC SIGNAL PLANS
WB STA 206+42 TO WB STA 211+50
J. GONZALES
J.GONZALES
B. KHAN
F. NANNENGA
1" = 20'
1-16-26
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
MA
T
C
H
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:
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A
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6
+
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2
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+
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S
L
-
C
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1
2
0
3
POLE AND POST SCHEDULE
POLE
IDENT.STATION
OFFSET MAST ARM
LENGTH
LUMINARE
MOUNTING
HEIGHT
LUMINARE ARM
LENGTH NOTESLEFTRIGHT
DO NOT
ENTER
R5-1
BLANK-OUT
30" X 30"
D
E
D
E
4
4
4
4
4
4
4
3
3
5
5
5
5
1
8
6
8
8
10
13
2
P10
P11
P12
P13
P14
P15
P16
7
7
12
1212
12
W10-7
ACTIVATED
BLANK-OUT
30" X 30"
14
8'
8'
8'
MAST ARM MOUNTED SIGN SCHEDULE
MAST ARM
IDENT.
CENTER OF SIGN TO
END OF MAST ARM A-2 SIGN W/G 8" "C" TEXT
P11 12'SUGARMOUNT
5'/12'SIMPSON
14
W10-7
PEDESTRIAN
BLANK OUT SIGN
28.5" X 28.5"
18
18
P10 209+07.33 83.93'15' PEDESTRIAN POLE
P11 208+93.58 64.35'
15'
DUAL MAST ARM
30'30'10'
P12 208+79.1 51.25'11' PEDESTRIAN POLE
P13 208+86.11 6.3'11' PEDESTRIAN POLE
P14 208+84.42 18.04'11' PEDESTRIAN POLE
P15 209+91.61 9.49'15' PEDESTRIAN POLE
P16 209+35.15 46.36'15' PEDESTRIAN POLE
I
HIG
H
L
A
N
D
D
R
I
V
E
STOP
212+00 213+00 214+00 215+00
CCTV
TCB
NOTES:1.PROVIDE AND INSTALL SIGNAL HEADS WITH LENSES AS SHOWN.
2.ALL SIGNAL HEADS SHOWN SHALL BE TYPE I UNLESS OTHERWISE NOTED.
3.PROVIDE ADEQUATE CONDUCTOR SLACK IN MAST ARM TO ALLOW FOR VERTICAL
ADJUSTMENTS OF SIGNAL WITHIN FULL RANGE OF MOUNTING BRACKET.
4.CONTRACTOR SHALL VERIFY AND ENSURE MAST ARM MINIMUM HEIGHT
REQUIREMENTS ARE MET PRIOR TO CASTING POLE FOUNDATIONS.
5.TAG EACH SET OF CABLES AT EACH CONDUIT END LABELING EACH CIRCUIT.
6.USE SIGNAL HEAD BRACKET MOUNTS FOR MOUNTING ALL SIGNAL HEADS. BOTTOM
OF SIGNAL HEAD ASSEMBLY SHALL BE A MINIMUM OF 17.5' AND A MAXIMUM OF 19.5
ABOVE ROADWAY SURFACE.
7.PRIMARY CONDUITS BETWEEN SIGNAL JUNCTION BOXES SHALL CONTAIN 6-2" PVC
CONDUIT EXCEPT WHERE NOTED.
8.POLES TO BE CONSTRUCTED PER SALT LAKE CITY TRAFFIC OPERATION
STANDARDS.
CONSTRUCTION NOTES:
PEDESTRIAN SIGNAL POLE
LEGEND:
TYPE II JUNCTION BOX
TCB TYPE 6 CABINET
LIDAR DETECTION
PEDESTRIAN PUSH BUTTON
PEDESTRIAN SIGNAL HEAD
ROADSIDE SIGN AND POST
TYPE III JUNCTION BOX
OCS POLE
SIGNAL HEADS TYPE VI
BLANK OUT SIGNS (R3-1, R3-2,R5-1, W10-7)
TRAFFIC SIGNAL CONDUIT
UNDERGROUND SERVICE PEDESTAL
SIGNAL HEADS TYPE I
UTA PLATFORM LUMINARE
TRAFFIC SIGNAL POLE AND MAST ARM
WITH LUMINARE
EXISTING TRAFFIC SIGNAL MAST ARM
CCTV CAMERADETV
LIDAR DETECTION MOUNTED ON TRAFFIC SIGNAL POLE.
INSTALL TYPE II JUNCTION BOX PER SALT LAKE CITY TRAFFIC OPERATIONS
STANDARD PLANS SHEET EK505.
INSTALL PEDESTRIAN SIGNAL HEAD ON POLE PER SALT LAKE CITY TRAFFIC
OPERATIONS STANDARDS SHEET EK507.
INSTALL TACTILE WARNING DEVICE (TRUNCATED DOMES)
MOUNT STREET NAME SIGN ON MAST ARM.
CCTV CAMERA MOUNTED ON TRAFFIC SIGNAL POLE OR MAST ARM AS SHOWN.
4
5
6
7
3
8
INSTALL AUDIBLE PUSH BUTTON ON POLE PER SALT LAKE CITY TRAFFIC OPERATIONS
STANDARDS SHEET EK507.
12
UDOT/SLC FIBER PULL BOX TYPE 213
REMOVE, SALVAGE, AND RETURN ALL CITY OWNED POLES, SIGNS, PED PUSH
BUTTONS AND SIGNAL RELATED PARTS TO SALT LAKE CITY TRAFFIC SIGNAL CREW.
OBLITERATE EXISTING FOUNDATION.
9
EXISTING SIGNAL CABINET AND CONTROLLER (PROTECT IN PLACE)15
EXISTING SIGNAL POLE, MAST ARM, EQUIPMENT, AND STREET NAME SIGN (PROTECT IN PLACE)16
EXISTING PEDESTRIAN POLE AND PUSH BUTTON (PROTECT IN PLACE).17
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-1-203.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-T-1-203.dwg
T1203
TRAFFIC SIGNAL PLANS
WB STA 211+50 TO WB STA 215+85
J. GONZALES
J.GONZALES
B. KHAN
F. NANNENGA
1" = 20'
1-16-26
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
MA
T
C
H
L
I
N
E
:
S
T
A
2
1
1
+
5
0
SE
E
D
W
G
S
L
-
C
-
T
1
2
0
2
W10-7
ACTIVATED
BLANK-OUT
30" X 30"
DO NOT
ENTER
R5-1
BLANK-OUT
30" X 30"
D
D
E
POLE AND POST SCHEDULE
POLE
IDENT.STATION
OFFSET MAST ARM
LENGTH
LUMINARE
MOUNTING
HEIGHT
LUMINARE ARM
LENGTH NOTESLEFTRIGHT
D
12
D
E
E
E
4
3
4
4
P17
P18
P19
P20
P22
P23
P25
5
5
4
3
4
6
4
7
5
12
12
7
8
8
9
9
9
12
4
8
8
13
17
16
16
17
15
P21
P26
P27
8'
8'
MAST ARM MOUNTED SIGN SCHEDULE
MAST ARM
IDENT.
CENTER OF SIGN TO
END OF MAST ARM A-2 SIGN W/G 8" "C" TEXT
P18 5'HIGHLAND
P22 5'HIGHLAND
P24
P17 211+79.01 14.14'11' PEDESTRIAN POLE
P18 211+87.36 28.02'20'
P19 211+92.70 41.15'11' PEDESTRIAN POLE
P20 212+43.69 57.26'EXISTING 4.5' PED POLE
P21 212+51.38 59.7'EXISTING MAST ARM
P22 212+43.69 57.26'EXISTING 4.5' PED POLE
P23 212+57.9 41.16'30'30'10'
P24 212+73.54 29.5'11' PEDESTRIAN POLE
P25 212+11.24 45.83'EXISTING MASTARM
P26 212+17.83 42.19'EXISTING 4.5' PED POLE
P27 212+12.68 39.09'EXISTING 4.5' PED POLE
S
M
C
C
L
E
L
L
A
N
D
S
T
R
E
E
T
SUGARMONT DRIVE
SIMP
S
O
N
A
V
E
SUGARMONT DRIVE
STOP
STOP
STOP
STOP
L
TCB
201+80 202+00
203+00
204+00
205+0
0
206+
0
0
CCTV
1.MINIMUM SIGN HEIGHT SHALL BE SEVEN FEET MEASURED FROM BOTTOM OF SIGN
TO STREET PAVEMENT, EXCEPT WHERE NOTED.
2.ALL NEW TRAFFIC PAVEMENT MARKINGS SHALL BE REFLECTIVE TAPE OR
REFLECTIVE ACRYLIC PAINT AS SPECIFIED BY UDOT STANDARDS.
3.REMOVE ANY CONFLICTING PAVEMENT MARKINGS.
4.STRIPING TO CONTINUE TO CONSTRUCTION EXTENTS (MATCH EXISTING).
5.ALL CITY ITEMS TO BE REMOVED ARE TO BE RETURNED TO THE CITY "AS IS".
CONSTRUCTION NOTES:
LEGEND:
NOTES:
4" DOUBLE YELLOW SOLID STRIPE
8" SOLID WHITE STRIPE
12" SOLID WHITE CROSSWALK STRIPE TO BE INSTALLED PER 2009 MUTCD 3B-16.
INSTALL TURN ARROW MARKING PER SALT LAKE CITY TRAFFIC OPERATIONS
STANDARD PLANS SHEET EK514
MOUNT SIGNS TO 2 INCH SQUARE 12-GUAGE METAL POLE WITH T1 BREAKAWAY ANCHOR.
SEE UDOT 2025 STANDARD DRAWINGS SN 8B FOR FOUNDATION.
A
ROADSIDE SIGN AND POST
BRACKET MOUNTED SIGN
24" SOLID WHITE STRIPE TO BE INSTALLED PER 2009 MUTCD 3B-16. STRIPE TO BE
INSTALLED A MINIMUM OF 4' IN ADVANCE OF NEAREST CROSSWALK.
"STOP" PAVEMENT MESSAGE TO BE AFFIXED DIRECTLY BEHIND TACTILE WARNING DEVICE
(WHITE LETTERING ON RED BACKGROUND).
1
2
3
4
5
6
7 EXISTING SIGN (PROTECT IN PLACE).
8 RELOCATE EXISTING SIGN AS SHOWN
REMOVE, SALVAGE, AND RETURN ALL CITY OWNED SIGNS AND POSTS TO SALT
LAKE CITY TRAFFIC SIGNAL CREW. OBLITERATE EXISTING FOUNDATION.
9
TURN ARROW
THRU ARROW
THRU-TURN ARROW
CHEVRON ,ARKING FOR RAISED CROSSWALK
MASTARM MOUNTED SIGNS
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-1-204.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-T-1-204.dwg
T1204
STRIPING & SIGNING PLANS
WB STA 201+60 TO WB STA 206+42
J. GONZALES
J. GONZALES
B. KHAN
R. NANNENGA
1" = 20'
1-16-26
MA
T
C
H
L
I
N
E
:
S
T
A
2
0
6
+
4
2
SE
E
D
W
G
S
L
-
C
-
T
1
2
0
5
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
13
'
11'
15
'
13
'
10
'
11
'11
'
11
'
12
'
4'
FAIRMONT STATION PLATFORM
STOP
HERE
ON
RED
F
R10-11
BRACKET MOUNT
24" X 30"
A
LOOK
R15-8
36" X 18"
SIGN POST SCHEDULE
POST
IDENT.STATION
OFFSET
POST HEIGHT PANEL WIDTH PANEL HEIGHT NOTESLEFTRIGHT
A
LOOK
R15-8
36" X 18"
S1 202+93.29 6.55'9'35''18''TWO "LOOK" SIGNS BACK TO BACK
S2 203+61.37 5.23'9'35''18''TWO "LOOK" SIGNS BACK TO BACK
S3 206+02.92 38.68'8'12"18""NO TRESSPASSING
FIRE DEPARTMENT ACCESS ONLY"
1
2
4
3
4
5
3 2
4
1
4
1
5
3
5
6
6
6
8
9
7
7
S1
S2
S3
A
9
7
NO TRESPASSING.
FIRE DEPARTMENT
ONLY SIGN
12" X 18"
SIMPS
O
N
A
V
E
SIMPS
O
N
A
V
E
S 1
1
0
0
E
A
S
T
S
T
R
E
E
T
L
L
L
TC
B
207+0
0
208+
0
0
209+00
210+00
211+0
0
TCB
NOTES:
1.MINIMUM SIGN HEIGHT SHALL BE SEVEN FEET MEASURED FROM BOTTOM OF SIGN
TO STREET PAVEMENT, EXCEPT WHERE NOTED.
2.ALL NEW TRAFFIC PAVEMENT MARKINGS SHALL BE REFLECTIVE TAPE OR
REFLECTIVE ACRYLIC PAINT AS SPECIFIED BY UDOT STANDARDS.
3.REMOVE ANY CONFLICTING PAVEMENT MARKINGS.
4.STRIPING TO CONTINUE TO CONSTRUCTION EXTENTS (MATCH EXISTING).
5.ALL CITY ITEMS TO BE REMOVED ARE TO BE RETURNED TO THE CITY "AS IS".
CONSTRUCTION NOTES:
LEGEND:
4" DOUBLE YELLOW SOLID STRIPE
8" SOLID WHITE STRIPE
12" SOLID WHITE CROSSWALK STRIPE TO BE INSTALLED PER 2009 MUTCD 3B-16.
INSTALL TURN ARROW MARKING PER SALT LAKE CITY TRAFFIC OPERATIONS
STANDARD PLANS SHEET EK514
MOUNT SIGNS TO 2 INCH SQUARE 12-GUAGE METAL POLE WITH T1 BREAKAWAY ANCHOR.
SEE UDOT 2025 STANDARD DRAWINGS SN 8B FOR FOUNDATION.
A
24" SOLID WHITE STRIPE TO BE INSTALLED PER 2009 MUTCD 3B-16. STRIPE TO BE
INSTALLED A MINIMUM OF 4' IN ADVANCE OF NEAREST CROSSWALK.
1
2
3
4
5
7 EXISTING SIGN (PROTECT IN PLACE).
8 RELOCATE EXISTING SIGN AS SHOWN
REMOVE, SALVAGE, AND RETURN ALL CITY OWNED SIGNS AND POSTS TO SALT
LAKE CITY TRAFFIC SIGNAL CREW. OBLITERATE EXISTING FOUNDATION.
9
10 4" YELLOW DOTTED STRIPE.
INSTALL RAISED PAVEMENT MARKERS WITH 3' SPACING.13
RAISED PAVEMENT MARKER
ROADSIDE SIGN AND POST
BRACKET MOUNTED SIGN
TURN ARROW
THRU ARROW
THRU-TURN ARROW
CHEVRON ,ARKING FOR RAISED CROSSWALK
INSTALL CHEVRONS ON APPROACH SIDE OF RAISED CROSSWALKS.14
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-1-205.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-T-1-205.dwg
T1205
STRIPING & SIGNING PLANS
WB STA 206+42 TO WB STA 211+50
J. GONZALES
J.GONZALES
B. KHAN
F. NANNENGA
1" = 20'
1-16-26
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
MA
T
C
H
L
I
N
E
:
S
T
A
2
0
6
+
4
2
SE
E
D
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-
T
1
2
0
4
11
'
11
'
23
'
10'10
'
10
'
16
'
4'
11
'
MA
T
C
H
L
I
N
E
:
S
T
A
2
1
1
+
5
0
SE
E
D
W
G
S
L
-
C
-
T
1
2
0
6
STOP
HERE
ON
RED
R10-11
BRACKET MOUNT
24" X 30"
R5-6
24" X 24"
F
A
A
DO NOT
ENTER
R5-1
30" X 30"
R15-6
24" X 24"
"NO TRESPASSING
RAILROAD PROPERTY"
12" X 18"
A
OM3-R
12" X 36"
A
R5-6
24" X 24"
M6-4
21" X 15"
A
R5-6
24" X 24"
A
1
2
5
3
5
1 2
4
1
5
10
9
7
7
S4
S5
S6
S7
S8
S9
STOP
HERE
ON
RED
R10-11
24" X 30"
SIGN POST SCHEDULE
POST
IDENT.STATION
OFFSET POST
HEIGHT
PANEL
WIDTH
PANEL
HEIGHT NOTESLEFTRIGHT
3
13
14
S4 208+94.07 16.87'7'12''36''4' MIN. SIGN HEIGHT
S5 209+35.48 53.56'10"
30''30''R5-1
18"18"R15-6
12"18""NO TRESPASSING RAILROAD
PROPERTY"
S6 209+41.02 66.14'10'24''30''R10-11
S7 209+48.49 73.91'11'24''24''R5-6
21''15''M6-4
S8 209+53.42 43.'9'24''24''R5-6
S9 211+45.9 11.82'9'24''24''R5-6
LOOK
R15-8
36" X 18"
BRACKET MOUNT
I
STOP
212+00 213+00 214+00 215+00
TCB
NOTES:
1.MINIMUM SIGN HEIGHT SHALL BE SEVEN FEET MEASURED FROM BOTTOM OF SIGN
TO STREET PAVEMENT, EXCEPT WHERE NOTED.
2.ALL NEW TRAFFIC PAVEMENT MARKINGS SHALL BE REFLECTIVE TAPE OR
REFLECTIVE ACRYLIC PAINT AS SPECIFIED BY UDOT STANDARDS.
3.REMOVE ANY CONFLICTING PAVEMENT MARKINGS.
4.STRIPING TO CONTINUE TO CONSTRUCTION EXTENTS (MATCH EXISTING).
5.ALL CITY ITEMS TO BE REMOVED ARE TO BE RETURNED TO THE CITY "AS IS".
CONSTRUCTION NOTES:
LEGEND:
INSTALL THRU-RIGHT ARROW MARKING PER UTAH MUTCD.
A MOUNT SIGN TO 2 INCH SQUARE 12-GUAGE METAL POST PER SALT LAKE CITY
TRAFFIC OPERATIONS STANDARD PLANS SHEET EK511.
4" DOUBLE YELLOW SOLID STRIPE
8" SOLID WHITE STRIPE
12" SOLID WHITE CROSSWALK STRIPE TO BE INSTALLED PER 2009 MUTCD 3B-16.
INSTALL TURN ARROW MARKING PER SALT LAKE CITY TRAFFIC OPERATIONS
STANDARD PLANS SHEET EK514
24" SOLID WHITE STRIPE TO BE INSTALLED PER 2009 MUTCD 3B-16. STRIPE TO BE
INSTALLED A MINIMUM OF 4' IN ADVANCE OF NEAREST CROSSWALK.
"STOP" PAVEMENT MESSAGE TO BE AFFIXED DIRECTLY BEHIND TACTILE WARNING DEVICE
(WHITE LETTERING ON RED BACKGROUND).
1
2
3
4
5
6
8 RELOCATE EXISTING SIGN AS SHOWN
11
4" SOLID WHITE LINE12
RAISED PAVEMENT MARKER
ROADSIDE SIGN AND POST
BRACKET MOUNTED SIGN
TURN ARROW
THRU ARROW
THRU-TURN ARROW
CHEVRON ,ARKING FOR RAISED CROSSWALK
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-1-206.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-T-1-206.dwg
T1206
STRIPING & SIGNING PLANS
WB STA 211+50 TO WB STA 215+85
J. GONZALES
J.GONZALES
B. KHAN
F. NANNENGA
1" = 20'
1-16-26
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
MA
T
C
H
L
I
N
E
:
S
T
A
2
1
1
+
5
0
SE
E
D
W
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S
L
-
C
-
T
1
2
0
5
11
'
11
'
11
'
NO
TURN
ON RED
R10-6A
BRACKET MOUNT
24" X 30"
G
G
R5-6
24" X 24"
A
NO
MOTOR
VEHICLES
R5-3
BRACKET MOUNT
24" X 24"
F
M6-1
21" X 15"
A
R5-6
24" X 24"
M6-2
21" X 15"
6
G
SIGN POST SCHEDULE
POST
IDENT.STATION
OFFSET POST
HEIGHT
PANEL
WIDTH
PANEL
HEIGHT NOTESLEFTRIGHT
S10 211+91.53 6.21'9'24''24''R5-6
9'21''15''M6-1
S11 212+76.39 41.05'9'24''24''R5-6
9'21''15''M6-2
2
1
4
2
2
2
3
5
4
1
5
3
3
5
1
15
4
11
8
3
4
12 12
12
S10
S11
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-3-201.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-T-3-201.dwg
T3201
MAST ARM DETAIL
J. GONZALES
J. GONZALES
B. KHAN
F. NANNENGA
1" = 40'
1-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-3-202.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-T-3-202.dwg
T3202
MAST ARM POLE DETAIL
J. GONZALES
J. GONZALES
B. KHAN
F. NANNENGA
1" = 40'
1-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-3-203.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-T-3-203.dwg
T3203
MAST ARM POLE FOUNDATION DETAILS
J. GONZALES
J. GONZALES
B. KHAN
F. NANNENGA
1" = 40'
1-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-3-204.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-T-3-204.dwg
T3204
MAST ARM POLE POLE EXTENSION
FOR LUMINAIRE DETAIL
J. GONZALES
J. GONZALES
B. KHAN
F. NANNENGA
1" = 40'
1-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-3-205.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-T-3-205.dwg
T3205
SIGNAL HEAD FOR VEHICLES DETAIL
J. GONZALES
J. GONZALES
B. KHAN
F. NANNENGA
1" = 40'
1-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-3-206.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-T-3-206.dwg
T3206
SIGNAL HEAD MOUNTING DETAIL
J. GONZALES
J. GONZALES
B. KHAN
F. NANNENGA
1" = 40'
1-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-3-207.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-T-3-207.dwg
T3207
SIGNAL POLE BREAK AWAY TYPE DETAIL
J. GONZALES
J. GONZALES
B. KHAN
R. NANNENGA
1" = 40'
1-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-3-208.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-T-3-208.dwg
T3208
SIGNAL HEAD FOR PEDESTRIANS DETAIL
J. GONZALES
J. GONZALES
B. KHAN
F. NANNENGA
1" = 40'
1-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-3-209.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-T-3-209.dwg
T3209
SIGNAL PUSH BUTTON DETAIL
J. GONZALES
J. GONZALES
B. KHAN
F. NANNENGA
1" = 40'
1-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-3-210.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-T-3-210.dwg
T3210
SIGNAL CONTROLLER FOUNDATION DETAIL
J. GONZALES
J. GONZALES
B. KHAN
F. NANNENGA
1" = 40'
1-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-3-211.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-T-3-211.dwg
T3211
JUNCTION BOX AND BURIED RACEWAY DETAIL
J. GONZALES
J. GONZALES
B. KHAN
F. NANNENGA
1" = 40'
1-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-3-212.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-T-3-212.dwg
T3212
UNDERGROUND SERVICE PEDESTAL DETAIL
J. GONZALES
J. GONZALES
B. KHAN
F. NANNENGA
1" = 40'
1-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-3-213.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-T-3-213.dwg
T3213
PEDESTRIAN BLANK OUT SIGN AND RAISED
PAVEMENT MARKER DETAILS
J. GONZALES
J. GONZALES
K. KHAN
F. NANNENGA
1" = 40'
1-16-26
TCB
CCTV
TCB
CCTV
TCB
CCTV
TCB
CCTV
TCB
CCTV
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-7-001.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-T-7-001.dwg
T7001
SIGNAL CIRCUIT DIAGRAM
S MCCLELLAND STREET
J. GONZALES
J. GONZALES
B. KHAN
F. NANNENGA
1" = 20'
1-16-26
2 A CABLES
1 B CABLE
4 A CABLES
2 B CABLES
1 A CABLE
1 B CABLE
1 A CABLE
1 B CABLE
1 A CABLE
1 B CABLE
4 A CABLES
4 B CABLES
2 A CABLES
2 B CABLES
1 A CABLE
1 B CABLE
2 A CABLES
SIGNAL CIRCUIT
7-CONDUCTOR NO.14 AWG CABLE WITH
NO.6 BARE COPPER WIRE IN CONDUIT
AS SHOWN.
PEDESTRIAN SIGNAL CIRCUIT
A 7-CONDUCTOR NO.14 AWG CABLE IN
THE SAME CONDUIT AS SIGNAL CIRCUIT.
PUSH BUTTON CIRCUIT
B 4-CONDUCTOR NO.14 AWG. WITH NO.6
BARE COPPER GROUND WIRE.
NOTES:
PEDESTRIAN SIGNAL CONDUCTOR
SHALL NOT SHARE CONDUIT WITH PUSH
BUTTON CONDUCTOR.
1 CABLE
1 CABLE
1 CABLE
1 CABLE
LIGHTING CIRCUIT
2 SINGLE CONDUCTOR NO.6 COPPER
CABLE TYPE RHH-USE2-RHW WITH BARE
COPPER NO.6 GROUND WIRE IN 2"
CONDUIT.
FUTURE USE CONDUIT
2-2" PVC EACH WITH ONE CONTINUOUS
NO.14 AWG COPPER THHH PULL WIRE.
P1
P8
P6
P5
P3 P4
P1
P8
P7
P6
P3 P4
P1
P8
P7
P6 P1
P8
P7
P6
1 A CABLE
P4P3
1 A CABLE
1 B CABLE
1 A CABLE
1 B CABLE
1 A CABLE
LIDAR DETECTION CIRCUIT
A CAT6 GAME CHANGER ETHERNET
CABLE.
CCTV CAMERA CIRCUIT CIRCUIT
B CAT5 ETHERNET PATCH CABLE.
1 A CABLE
1 C CABLE
FIBER CONNECTION
C 6-STRAND PRE-TERMINATED DROP
CABLE.
P2
P7
P9
2-CONDUCTOR NO. 12 AWG CABLE FOR
BLANKOUT SIGN
A
BLANK OUT SIGN CIRCUT
B
1 CABLE
1 CABLE
1 A CABLE
2 A CABLES
1 B CABLES
NOTES:
PROVIDE AND INSTALL 3" PVC CONDUIT
FROM POWER SOURCE TO
UNDERGROUND SERVICE PEDESTAL
(USP) WITH UNINTERRUPTABLE POWER
SOURCE AS SHOWN. CABLE TO BE
INSTALLED BY OTHERS.
PROVIDE AND INSTALL 120 V POWER
SUPPLY FROM USP TO CONTROLLER
USING 2 SINGLE-CONDUCTOR NO.10
COPPER CABLES AND NO.6 BARE
COPPER GROUND WIRE.
COORDINATE POWER SERVICES FROM
POWER POLES WITH RMP. SEE UTILITY
SERVICES NOTES.
INSTALL TRAFFIC SIGNAL CIRCUIT,
PEDESTRIAN SIGNAL CIRCUIT AND
DETECTION CIRCUIT CABLE IN SHARED
3" PVC BETWEEN TCB AND TYPE 3
JUNCTION BOX.
INSTALL PEDESTRIAN PUSH BUTTON
CIRCUIT AIN SEPARATE 2" PVC
BETWEEN TCB AND TYPE 3 JUNCTION
BOX.
PROVIDE A SINGLE 3" CONDUIT FROM
THE FIBER SPLICE JUNCTION BOX TO
THE SIGNAL CABINET FOR DROP CABLE .
INSTALL LIGHTING CIRCUIT IN
SEPARATE 2" PVC BETWEEN USP AND
TYPE 1 JUNCTION BOX.
TC
B
TC
B
TC
B
CCTV
TC
B
CCTV
TC
B
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-7-002.dwg
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S-LINE EXTENSION PROJECT
SL-C-T-7-002.dwg
T7002
SIGNAL CIRCUIT DIAGRAM
1100 EAST STREET
J. GONZALES
J. GONZALES
B. KHAN
F. NANNENGA
1" = 20'
1-16-26
1 A CABLE
1 B CABLE
SIGNAL CIRCUIT
7-CONDUCTOR NO.14 AWG CABLE WITH
NO.6 BARE COPPER WIRE IN CONDUIT
AS SHOWN.
PEDESTRIAN SIGNAL CIRCUIT
A 7-CONDUCTOR NO.14 AWG CABLE IN
THE SAME CONDUIT AS SIGNAL CIRCUIT.
PUSH BUTTON CIRCUIT
B 4-CONDUCTOR NO.14 AWG. WITH NO.6
BARE COPPER GROUND WIRE.
NOTES:
PEDESTRIAN SIGNAL CONDUCTOR
SHALL NOT SHARE CONDUIT WITH PUSH
BUTTON CONDUCTOR.
LIGHTING CIRCUIT
2 SINGLE CONDUCTOR NO.6 COPPER
CABLE TYPE RHH-USE-RHW WITH BARE
COPPER NO.6 GROUND WIRE IN 2"
CONDUIT.
FUTURE USE CONDUIT
2-2" PVC EACH WITH ONE CONTINUOUS
NO.14 AWG COPPER THHH PULL WIRE.
NOTES:
PROVIDE AND INSTALL 3" PVC CONDUIT
FROM POWER SOURCE TO
UNDERGROUND SERVICE PEDESTAL
(USP) WITH UNINTERRUPTABLE POWER
SOURCE AS SHOWN. CABLE TO BE
INSTALLED BY OTHERS.
PROVIDE AND INSTALL 120 V POWER
SUPPLY FROM USP TO CONTROLLER
USING 2 SINGLE-CONDUCTOR NO.10
COPPER CABLES AND NO.6 BARE
COPPER GROUND WIRE.
2 A CABLES
2 B CABLES
2 A CABLES
2 B CABLES
1 C CABLE
1 A CABLE
1 A CABLE
P16
P11
P15
P14
COORDINATE POWER SERVICES FROM
POWER POLES WITH RMP. SEE UTILITY
SERVICES NOTES.
INSTALL TRAFFIC SIGNAL CIRCUIT,
PEDESTRIAN SIGNAL CIRCUIT AND
DETECTION CIRCUIT CABLE IN SHARED
3" PVC BETWEEN TCB AND TYPE 3
JUNCTION BOX.
INSTALL PEDESTRIAN PUSH BUTTON
CIRCUIT AIN SEPARATE 2" PVC
BETWEEN TCB AND TYPE 3 JUNCTION
BOX.5 A CABLES
4 B CABLES
1 CABLE
1 A CABLE
2 A CABLE
1 B CABLE
LIDAR DETECTION CIRCUIT
A CAT6 GAME CHANGER ETHERNET
CABLE.
CCTV CAMERA CIRCUIT
B CAT5 ETHERNET PATCH CABLE.
P10
P10
FIBER CONNECTION
C 6-STRAND PRE-TERMINATED DROP
CABLE.
1 C CABLE
PROVIDE A SINGLE 3" CONDUIT FROM
THE FIBER SPLICE JUNCTION BOX TO
THE SIGNAL CABINET FOR DROP CABLE .
P12
P13
P16
P15
P14
P10
P12
P13
4 A CABLES
4 B CABLES
1 C CABLE
1 A CABLE
1 B CABLE
P16
P15
P14
P10
P12
P13
2-CONDUCTOR NO. 12 AWG CABLE
BLANK OUT SIGN CIRCUT
B
A
PEDESTRIAN BLANK OUT SIGN
C 2-CONDUCTOR NO. 12 AWG CABLE
IN THE SAME CONDUIT AS SIGNAL
CIRCUIT
1 C CABLE
1 A CABLE
1 A CABLE
1 A CABLE
INSTALL LIGHTING CIRCUIT IN
SEPARATE 2" PVC BETWEEN USP AND
TYPE 1 JUNCTION BOX.
CCTV
TCB
CCTV
TCB
CCTV
TCB
CCTV
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-T-7-003.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-T-7-003.dwg
T7003
SIGNAL CIRCUIT DIAGRAM
HIGHLAND DRIVE
J. GONZALES
J. GONZALES
B. KHAN
F. NANNENGA
1" = 20'
1-16-26
1 A CABLE
1 B CABLE
SIGNAL CIRCUIT
7-CONDUCTOR NO.14 AWG CABLE WITH
NO.6 BARE COPPER WIRE IN CONDUIT
AS SHOWN.
PEDESTRIAN SIGNAL CIRCUIT
A 7-CONDUCTOR NO.14 AWG CABLE IN
THE SAME CONDUIT AS SIGNAL CIRCUIT.
PUSH BUTTON CIRCUIT
B 4-CONDUCTOR NO.14 AWG. WITH NO.6
BARE COPPER GROUND WIRE.
NOTES:
PEDESTRIAN SIGNAL CONDUCTOR
SHALL NOT SHARE CONDUIT WITH PUSH
BUTTON CONDUCTOR.
FUTURE USE CONDUIT
2-2" PVC EACH WITH ONE CONTINUOUS
NO.14 AWG COPPER THHH PULL WIRE.
4 A CABLES
2 B CABLES
3 A CABLES
1 B CABLE
2 A CABLE
1 B CABLE 2 A CABLES
1 B CABLE
1 A CABLES
1 B CABLES
2 A CABLE
2 B CABLE
P17
P19
2 A CABLE
1 B CABLE
1 A CABLE
1 A CABLE
1 B CABLE
1 C CABLE
1 A CABLE
1 B CABLE
1 C CABLE
LIDAR DETECTION CIRCUIT
A CAT6 GAME CHANGER ETHERNET
CABLE.
CCTV CAMERA CIRCUIT
B CAT5 ETHERNET PATCH CABLE.
P18
FIBER CONNECTION
C 6-STRAND PRE-TERMINATED DROP
CABLE.
1 A CABLE
1 B CABLE
1 A CABLE
1 B CABLE
1 A CABLE
1 B CABLE
1 C CABLE
1 A CABLE
1 B CABLE
1 C CABLE
P22
P17
P19
P18
P17
P19
P18
P17
P19
P20
P18
P22 P23
P24
P25
P26
P27
A
2-CONDUCTOR NO. 12 AWG CABLE FOR
BLANKOUT SIGN
BLANK OUT SIGN CIRCUT
B
1 A CABLE
P21
P20
P22 P23
P24
P25
P26
P27
P21
P20
P22 P23
P24
P25
P26
P27
P21
P20
P22
P23
P24
P25 P26
P27
P21
NOTES:
PROVIDE AND INSTALL 3" PVC CONDUIT
FROM POWER SOURCE TO
UNDERGROUND SERVICE PEDESTAL
(USP) WITH UNINTERRUPTABLE POWER
SOURCE AS SHOWN. CABLE TO BE
INSTALLED BY OTHERS.
PROVIDE AND INSTALL 120 V POWER
SUPPLY FROM USP TO CONTROLLER
USING 2 SINGLE-CONDUCTOR NO.10
COPPER CABLES AND NO.6 BARE
COPPER GROUND WIRE.
COORDINATE POWER SERVICES FROM
POWER POLES WITH RMP. SEE UTILITY
SERVICES NOTES.
INSTALL TRAFFIC SIGNAL CIRCUIT,
PEDESTRIAN SIGNAL CIRCUIT AND
DETECTION CIRCUIT CABLE IN SHARED
3" PVC BETWEEN TCB AND TYPE 3
JUNCTION BOX.
INSTALL PEDESTRIAN PUSH BUTTON
CIRCUIT AIN SEPARATE 2" PVC
BETWEEN TCB AND TYPE 3 JUNCTION
BOX.
PROVIDE A SINGLE 3" CONDUIT FROM
THE FIBER SPLICE JUNCTION BOX TO
THE SIGNAL CABINET FOR DROP CABLE .
AT
INTERNATIONAL BUILDING CODEIBC
BRDG BRIDGE
PSI POUNDS PER SQUARE INCH
NS NEAR SIDE
EACH WAYEW
EXIST EXISTING
EMB EMBANKMENT
CURB & GUTTERC&G
CWR CONTINUOUSLY
STRUCTURE
STEEL
STIFFENER
STANDARD
STATION
SLAB ON GRADE
SAWED JOINT
SHEET
SOUTH BOUND
RETAINING WALL
RIGHT
RAILROAD
RETAINING
REQUIRED
REINFORCEMENT
PAVEMENT
POUNDS PER SQUARE FOOT
PLATFORM
PLATE
OPPOSITE
OPENING
OUTSIDE DIAMETER
ON CENTER
NOT TO SCALE
NUMBER
NOT IN CONTRACT
NORTH BOUND
NOT APPLICABLE
MISCELLANEOUS
MINIMUM
MAXIMUM
LEFT
DRAINDR
LONG LEG VERTICAL
LONG LEG HORIZONTAL
JOINT
INVERT
INTERIOR
INCH
INSIDE DIAMETER
HORIZONTAL
GRATING
GROUND
GALVANIZED
FOOTING
FEET
FAR SIDE
FLOOR
FINISH GRADE
EXTERIOR
EXPANSION
EQUAL
ELEVATION
EXPANSION JOINT
EACH FACE
EAST BOUND
DRAWING
DETAIL
DIAMETER
WELDED RAIL
CONTINUOUS
CONSTRUCTION JOINT
CONSTRUCTED
CONNECTION
CONCRETE
COLUMN
CLEAR
CONTROL JOINT
BEARING
BOTTOM
BUILDING
APPROXIMATE
AGGREGATE
ABUTMENT
ANCHOR BOLT
CENTER LINE
REINF
FTG
EF
EJ
STRUCT
STL
STIFF
STD
STA
SOG
SJ
SHT
SB
RW
RT
RR
RET
REQ'D
PVMT
PSF
PLAT
PL
OPP
OPNG
OD
OC
NTS
N0 #
NIC
NB
N/A
MISC
MIN
MAX
LT
LLV
LLH
JT
INV
INT
IN
ID
HORIZ
GRTG
GND
GALV
FT
FS
FL
FG
EXT
EXP
EQ
EL
EB
DWG
DET
DIA Ø
CONT
CONST JT
CONST
CONN
CONC
COL
CLR
CJ
BRG
BOT
BLDG
APPROX
AGG
ABUT
AB
℄
@
SIDEWALKSW
SYMMETRICALSYMM
WELDED WIRE FABRIC
WITHOUT
WESTBOUND
WITH
VERTICAL
VARIES
UNLESS NOTED OTHERWISE
TYPICAL
TOP OF STEEL
TOP OF CONCRETE
TOP OF RAIL
TEMPORARY
TOP BACK OF CURB
TOP & BOTTOM
WWF
W/O
WB
W/
VERT
VAR
UNO
TYP
TOS
TOC
T/R
TEMP
TBC
T&B 1.ALL STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE
SPECIFICATIONS AND ALL OTHER DRAWINGS RELATING TO THE WORK.
2.EMBEDDED ITEMS SUCH AS PIPES, INSERTS, SLEEVES AND CONDUITS, AND
ANY RECESSES OR OPENINGS REQUIRED FOR UTILITY, ARCHITECTURAL,
MECHANICAL, AND ELECTRICAL INSTALLATIONS ARE NOT SHOWN ON THE
STRUCTURAL DRAWINGS. CONTRACTOR TO REFER TO THE UTILITY,
ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR THE
LOCATIONS AND DETAILS OF THESE ITEMS.
3.THE VERTICAL CONTROL OF ALL TRACK STRUCTURES IS BASED ON
ELEVATION OF TOP OF RAIL.
4.BEFORE FABRICATION AND/OR CONSTRUCTION, ALL DIMENSIONS SHALL BE
VERIFIED WITH ARCHITECTURAL DRAWINGS.
5.NO PIPES OR SLEEVES FOR MECHANICAL OR PLUMBING TRADES SHALL PASS
THROUGH STRUCTURAL MEMBERS, UNLESS SHOWN ON THE STRUCTURAL
DRAWINGS, WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER.
6.SEWER AND UTILITY LINES ARE NOT INDICATED ON STRUCTURAL DRAWINGS.
REFER TO CIVIL, PLUMBING, AND ELECTRICAL DRAWINGS FOR THEIR
LOCATION, PROFILE, AND DETAILS. THE CONTRACTOR MUST COORDINATE
SEWER AND UTILITY LINES WITH FOUNDATIONS SHOWN ON STRUCTURAL
DRAWINGS. ANY INTERFERENCE BETWEEN SEWER AND UTILITY LINES AND
THE STRUCTURE FOUNDATIONS SHALL BE BROUGHT TO THE ATTENTION OF
THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH THE
CONSTRUCTION.
1.UNLESS NOTED OTHERWISE ON THE DRAWINGS OR SPECIFIED, ALL
STRUCTURAL CONCRETE SHALL BE 4000 psi.
2.CONCRETE FOR FOOTINGS AND FOUNDATIONS SHALL BE 4000 psi UNLESS
OTHERWISE NOTED.
3.MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS
SHALL BE IN ACCORDANCE WITH THE APPLICABLE CODE.
4.COLD AND HOT WEATHER MIX DESIGNS SHALL BE SUBMITTED TO THE
RESIDENT CONSTRUCTION INSPECTOR FOR REVIEW 30 DAYS PRIOR TO USE.
5.UNLESS INDICATED OTHERWISE, CONCRETE SURFACES LEADING TO DRAINS
SHALL BE SLOPED A MINIMUM OF 1 INCH PER FOOT TOWARD DRAIN, WITH ALL
DECK AND THE ADJACENT SURFACES WARPED AS REQUIRED TO SATISFY AN
ADEQUATE DRAINAGE FLOW.
6.ALL EXPOSED CONCRETE EDGES AND CORNERS SHALL BE CHAMFERED WITH
A 3/4 INCH BY 45 DEGREE CHAMFER. EXCLUDING THE PLATFORM EDGE AND
TACTILE AREAS.
7.PROVIDE 2-INCH CONCRETE COVER ON REINFORCEMENT BARS EXCEPT AS
NOTED.
8.ALL EXPOSED CONCRETE SURFACES SHALL HAVE A RUBBED FINISH AS
DEFINED IN THE SPECIFICATION 03345 UNLESS OTHERWISE NOTED.
1.REINFORCING STEEL SHALL BE DEFORMED STEEL CONFORMING TO THE
REQUIREMENTS OF ASTM A615, GRADE 40 FOR #4 AND SMALLER BARS.
GRADE 60 FOR #5 AND LARGER BARS.
2.WIRE MESH SHALL CONFORM TO ASTM A185.
3.WIRE MESH SHALL BE LAPPED 1-1/2 SPACES (9" MINIMUM).
4.REINFORCING BARS SHALL BE SPLICED AS SHOWN ON THE DRAWINGS. OR AS
REQUIRED BY ACI 318-05 CHAPTER 12.
5.REINFORCING STEEL EXCEPT FOR STIRRUPS AND TIES SHALL HAVE A
MINIMUM PROTECTIVE COVERING OF CONCRETE AS FOLLOWS;
A) CONCRETE PLACED DIRECTLY AGAINST EARTH: 3"
B) CONCRETE PLACED AGAINST FORMS BUT EXPOSED TO EARTH OR
WEATHER:
PRIMARY REINFORCEMENT: 2"
STIRRUPS, TIES, & SPIRALS: 2"
C) CONCRETE PLACED AGAINST FORMS BUT NOT EXPOSED DIRECTLY TO
EARTH OR WEATHER:
PRIMARY REINFORCEMENT: 1"
STIRRUPS, TIES, & SPIRALS: 1"
6.ALL BARS SHALL BE CLEAN OF RUST, GREASE AND OTHER MATERIALS LIKELY
TO IMPAIR BOND. ALL BENDS SHALL BE MADE COLD.
7.ALL REINFORCING STEEL, EXCEPT WELDED WIRE FABRIC (WWF), TO BE EPOXY
COATED BY CRSI CERTIFIED APPLICATOR.
1.ALL EXCAVATIONS SHALL BE INSPECTED AND ALL COMPACTIONS OF FILL
SHALL BE INSPECTED BY THE CONTRACTORS THIRD PARTY INDEPENDENT
INSPECTOR.
1.STEEL ROOF DECKING SHALL CONFORM TO THE REQUIREMENTS OF THE
STEEL DECK INSTITUTE SPECIFICATIONS AND APPLICABLE MANUFACTURER'S
REQUIREMENTS.
2.STEEL CELLULAR DECKING FOR CANOPY SHALL BE 20/20 GAUGE, 1-1/2" DEEP
GALVANIZED METAL FORM DECK WITH MINIMUM MOMENT OF INERTIA 0.30
IN/FT. DECKING SHALL BE CONTINUOUS OVER A MINIMUM OF TWO SPANS.
1.AS A MINIMUM, THE INTERNATIONAL BUILDING CODE (IBC), CURRENT EDITION
AT THE DATE OF ADVERTISEMENT FOR BIDS, WILL GOVERN THE DESIGN,
MATERIALS, AND CONSTRUCTION ON THIS PROJECT. MODIFICATIONS,
SUPPLEMENTS, AND OTHER ORDINANCES APPLICABLE WITHIN EACH
JURISDICTION SHALL ALSO GOVERN WITHIN THE SPECIFIC JURISDICTION.
2.IN THE CASE OF SPECIAL TYPES OF CONSTRUCTION, ADDITIONAL
SPECIFICATIONS OR CODES MAY ALSO APPLY. THESE ADDITIONAL CODES ARE
NOTED ON THE APPLICABLE DRAWINGS OR IN THE APPLICABLE
SPECIFICATION SECTION.
3.LOADS:
ROOF LIVE: 17 PSF
ROOF SNOW: 36 PSF ROOF SNOW LOAD, Pf
1.00 SNOW EXPOSURE FACTOR
1.00 SNOW LOAD IMPORTANCE FACTOR
1.20 THERMAL FACTOR, Ct
WIND: 90 MPH BASIC WIND SPEED
1.00 WIND IMPORTANCE FACTOR, Iw
EXPOSURE CATEGORY B
EARTHQUAKE: 1.00 SEISMIC IMPORTANCE FACTOR, Ie
SEISMIC USE GROUP I
SITE CLASS D
1.40g MAPPED SPECTRAL RESPONSE ACCELERATION, Ss
0.57g MAPPED SPECTRAL RESPONSE ACCELERATION, S1
0.931 SPECTRAL RESPONSE COEFFICIENT, SDS
0.380 SPECTRAL RESPONSE COEFFICIENT, SDI
SEISMIC DESIGN CATEGORY D
1.ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36, UNLESS NOTED
OTHERWISE.
2.ALL STEEL PIPES SHALL BE STANDARD PIPE, SCHEDULE 40 (UNLESS NOTED
OTHERWISE), CONFORMING TO ASTM A53, GRADE B.
3.STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy=46 KSI.
4.ALL BOLTS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED.
5.MACHINE BOLTS SHALL CONFORM TO ASTM A307.
6.HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325 (FRICTION TYPE).
7.ALL CONNECTIONS SHALL BE MADE WITH HIGH-STRENGTH BOLTS UNLESS
NOTED OTHERWISE ON THE DRAWINGS.
8.ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 (UNLESS NOTED
OTHERWISE).
9.ALL STEEL SHALL BE FABRICATED IN ACCORDANCE WITH THE ASTM (2003)
APPLICABLE STANDARDS BY A CERTIFIED FABRICATOR.
10.WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS.
11.THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO
FABRICATION.
12.ALL STRUCTURAL STEEL EXCEPT THAT EMBEDDED IN CONCRETE OR GROUT
SHALL HAVE ONE SHOP COAT OF APPROVED PRIMER PAINT.
13.CONTRACTOR SHALL PROVIDE SHIMS WHERE REQUIRED.
14.FOR ALL ROOF OPENINGS OVER 1'-0" PROVIDE SUPPORT. METAL ROOF DECK
FABRICATOR TO REINFORCE ALL OPENINGS IN METAL DECK.
15.ALL WELDING ELECTRODES SHALL BE E70XX OR EQUIVALENT.
16.NO STRUCTURAL STEEL CONNECTION SHALL CONSIST OF LESS THAN 2 A325
BOLTS OR WELDS DEVELOPING A FACTORED LOAD OF 10 KIPS.
17.ALL WELD SIZES NOT INDICATED SHALL COMPLY WITH SECTION J2 OF THE
AISC SPECIFICATION LRFD THIRD EDITION.
18.BEARING PLATE SHOULD CONTAIN HOLES FOR GROUTING, WHICH ARE IN
ACCORDANCE WITH AISC SPECIFICATION LRFD THIRD EDITION.
1.WELD LENGTHS SHOWN ARE EFFECTIVE LENGTH PER CODE. WHERE LENGTHS
ARE NOT SHOWN, THE WELD SHALL BE THE FULL LENGTH OF THE JOINT.
2.ALL WELDING REQUIREMENTS SHOWN OR INDICATED ON THE DRAWINGS MAY
BE FIELD OR SHOP WELDED AS REQUIRED FOR EFFICIENT ERECTION,
SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER.
3.ALL WELDING SHALL BE AS PER THE LATEST EDITION OF AWS D1.1.
1.FLOOR LEVEL SHALL NOT DEVIATE OVER 1/8" FROM THE THEORETICAL FLOOR
LEVELS SHOWN ON THE DRAWINGS.
2.EDGE OF EXTERIOR WALL SHALL BE ON A STRAIGHT OR A CURVED LINE AS
SHOWN ON THE PLAN VIEW AND SHALL NOT DEVIATE MORE THAN 1/2" TOTAL
FROM THEORETICAL STRAIGHT OF CURVED LINES AS SHOWN ON DRAWINGS.
3.TOLERANCE LIMITS FOR CONCRETE CONSTRUCTION SHALL BE SPECIFIED IN
THE LATEST EDITION OF ACI 117.
4.TOLERANCE LIMITS FOR STEEL CONSTRUCTION SHALL BE AS SPECIFIED IN
THE LATEST EDITION OF THE CODE OF STANDARD PRACTICE BY THE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION.
STRUCTURAL ABBREVIATIONS GENERAL STRUCTURAL NOTES
MOMENT CONNECTION
STRUCTURAL SYMBOLS
STEEL DECK
STEEL DECKING:
FOUNDATION:
REINFORCING STEEL:
CONCRETE:STRUCTURAL STEEL AND MISC. METAL:
WELDING:
TOLERANCES:
APPLICABLE CODES:
GENERAL:
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-0-201.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-P-0-201.dwg
P0201
STATION
STRUCTURAL SYMBOLS, ABBREVIATIONS,
AND NOTES
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-1-201.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-P-1-201.dwg
P1201
SUGAR HOUSE
PLATFORM PLAN
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
1/4"=1'-0"
01-16-26
KEY NOTES:
1.CARD READER, SEE NOTE O.
2.SIGN TYPE 2B
3.CALL BOX, SEE NOTE O.
4.TICKET (FARE) VENDING MACHINE (TVM), SEE NOTE O.
5.SNOW MELT AREA
6.REAL TIME PASSENGER INFORMATION SIGN, TYP. SEE
NOTE O.
7.UTA BEACON SIGN TYPE 14A, LOCATED NEAR
HIGHLAND DR. (SEE DWG P3214 DETAIL D).
8.STANDARD UTA TRASH RECEPTACLE
9.ARTWORK INSTALLMENT AREA, TBD
10.TACTILE WARNING STRIP, STANDARD NO-DOME CENTER
11.LIGHT POLE
12.CANOPY
13.BENCH LOCATION. PLACE BENCH TO ONE SIDE OF SPACE
AS SHOWN ON PLAN TO ALLOW FOR ADA WAITING AREA.
14.FREEZELESS POST HYDRANT, SEE DWG P3216
15.RAIL PLATFORM SIGN TYPE 5
16.PLATFORM ADA SYMBOL TYPE SS 1, TYP.
17.PLATFORM BICYCLE SYMBOL TYPE SS 2, TYP.
NOTES
GENERAL
A.ALL HORIZONTAL AND VERTICAL DISTANCES
ARE IN FEET AND INCHES EXCEPT STATIONING.
PLATFORM STATIONING IS MEASURED IN
DECIMAL UNITS FROM THE PLATFORM/TRACK
STATION POINT (0+00).
B.ELEVATIONS REFER TO DISTANCE ABOVE TOP
OF RAIL. PLATFORM SLOPE TO MATCH TOR
PROFILE SLOPE.
C.REFER TO P3207 FOR CONSTRUCTION AND
EXPANSION JOINT LAYOUT.
D.PLATFORM ACCESS RAMPS DOWN TO BE
CONSTRUCTED AT 1:12 OR LESS.
E.NOMINAL PLATFORM WIDTHS GIVEN, VERIFY
PLATFORM/TRACK CLEARANCES.
F.CONCRETE WALKING SURFACES FINISH IS TO
BE ROUGH BROOM.
G.CANOPY TO BE SET LEVEL ON PLATFORM WITH
MINIMUM CEILING HEIGHT AS SHOWN ON P3206.
H.CAMERAS TO BE INSTALLED ON PLATFORM
CANOPY, SEE NOTE P.
I.CONTRACTOR/OWNER TO VERIFY ALL SIGN
QUANTITIES.
J.BICYCLE RULES SIGN TO BE MOUNTED TO SIDE
OF TVM.
K.RIDER INFORMATION SIGN TO BE ATTACHED TO
COLUMN FACING RAMP.
L.USE RESTRICTION SIGN TO BE ATTACHED TO
COLUMN ABOVE RIDER INFORMATION SIGN
FACING RAMP.
M.SEE P3217 TO P3220 FOR GRAPHIC SIGN
STANDARDS.
N.SEE UTA WAYFINDING & SIGNAGE SIGN
SCHEDULE AND DRAWING PACKAGE v 7 FOR
MORE DETAILS.
O.CARD READER, REAL TIME PASSENGER
INFORMATION SIGN, TVM, AND CALL BOX SHALL
BE PROVIDED AND INSTALLED BY UTA OR
OTHERS.
P.CAMERAS TO BE PROVIDED, INSTALLED, AND
TESTED BY OWNER.
SYMBOL LEGEND
HORIZ SCALE IN FEET
042 4 8
TACTILE
SNOW MELT AREA
1
11
5
11124 11381514
℄ WB TRACK
+8"
+8"
00
+
2
1
R
E
A
L
T
I
M
E
P
A
S
S
E
N
G
E
R
IN
F
O
R
M
A
T
I
O
N
S
I
G
N
00
+
3
0
P
L
A
T
F
O
R
M
C
E
N
T
E
R
00
+
3
3
.
2
0
B
E
N
C
H
00
+
4
0
.
7
5
T
I
C
K
E
T
V
E
N
D
I
N
G
M
A
C
H
I
N
E
00
+
5
0
L
I
G
H
T
P
O
L
E
00
+
6
0
E
N
D
O
F
P
L
A
T
F
O
R
M
00
+
7
9
T
O
P
O
F
R
A
M
P
00
+
3
9
R
E
A
L
T
I
M
E
P
A
S
S
E
N
G
E
R
IN
F
O
R
M
A
T
I
O
N
S
I
G
N
00
+
0
7
U
T
A
S
T
A
N
D
A
R
D
T
R
A
S
H
R
E
C
E
P
T
I
C
L
E
00
+
4
5
.
5
0
F
R
E
E
Z
E
L
E
S
S
P
O
S
T
H
Y
D
R
A
N
T
00
+
1
0
L
I
G
H
T
P
O
L
E
00
+
0
4
C
A
R
D
R
E
A
D
E
R
00
+
1
5
R
A
I
L
P
L
A
T
F
O
R
M
S
I
G
N
T
Y
P
E
S
5
13
'
-
1
0
1
/
2
"
2
1
/
2
"
(T
Y
P
)
℄ EB TRACK
DOOR, TYP.
00
+
0
0
B
E
G
I
N
P
L
A
T
F
O
R
M
/
T
O
P
O
F
R
A
M
P
5'
-
6
"
(T
Y
P
)
6
9'
-
8
"
+8"
+8"
3'-1"
MIN. CLR.
A
P3205
C
P3206
00
+
2
6
.
8
0
B
E
N
C
H
10
16 17
26
13
B
P3205
3'-0"
+8"
+8"4'-0"
(TYP)
2'
-
0
"
(T
Y
P
)
19'-0"
RAMP DOWN
D
16'-9"
10
'
-
6
"
1'
-
8
1
/
4
"
10
-0
0
+
1
6
.
7
5
B
O
T
T
O
M
O
F
R
A
M
P
+0"
+0"
00
+
6
9
A
R
T
W
O
R
K
I
N
S
T
A
L
L
M
E
N
T
A
R
E
A
00
+
5
6
C
A
R
D
R
E
A
D
E
R
93
00
+
5
3
C
A
L
L
B
O
X
HANDRAIL, SEE DWG.
C3014 FOR DETAILS,
TYP.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-201.dwg
24-03849
Sheet No.
12
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S-LINE EXTENSION PROJECT
SL-C-P-3-201.dwg
P3201
STATION
TYPICAL STRUCTURAL DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
AS NOTED
01-16-26
3
4" CHAMFER 3
4" CHAMFER
HOOK
HOOK
3
4" CHAMFER
HOOK
ALTERNATE DIRECTION
OF HOOKS
CONCRETE TOP SLAB
ALTERNATE HOOKS
CONCRETE WALL
14" MIN AMPLITUDE
ROUGHNESS
CONCRETE TOP SLAB
HOOK
CONCRETE WALL
LAP SPLICE
LA
P
S
P
L
I
C
E
LA
P
2" CLR (TYP.)
1'-0"3"
COMPRESSIBLE FILLER
℄ EXPANSION JOINT
SEE DETAIL "A", "B", & NOTE 6
SEE DETAIL "A", "B", & NOTE 5
SEALANT BACKER ROD, TYP.
1 14" DIA PVC
PIPE W/ CAP. (FILL
WITH GREASE)
1" DIA x 1'-10" LONG
24" O.C. SMOOTH
DOWEL AT MIDDLE OF
SLAB OR WALL. SEE NOTE 6
W POLYURETHANE FILLER
14" R. SEE NOTE 3
BOND BREAKER AT BACKER ROD
BACKER ROD DIA=W+1/8"
COMPRESSIBLE
FILLER
LE
S
S
T
H
A
N
W
/
2
B
U
T
NO
T
L
E
S
S
T
H
A
N
14"
EXTEND COMPRESSIBLE FILLER
TO SUBGRADE WHEN SLAB ON GRADE
SUBGRADE
NOTES:
1.SLABS ON GRADE SHALL BE THICKENED TO
12" MIN AT EXPANSION JOINT TO ALLOW
SPACE FOR DOWELS.
2.FOR WALLS, FORM ALL JOINT EDGES AT 12"
CHAMFER.
3.FOR SLABS, PROVIDE 14" RADIUS TOOLED
EDGES AT TOP SURFACE.
4."W"=1" WIDE UNLESS OTHERWISE
INDICATED ON THE DRAWINGS.
5.USE DETAIL "B" AT UNDERSIDE OF SLABS ON
GRADE ONLY. USE DETAIL "A" AT ALL OTHER
LOCATIONS.
6.AT EXPANSION JOINTS, GREENSTREAK
"SPEED DOWEL" NO. PSD12/#7TX (BASE
CODE PSD/#7BX) OR APPROVED EQUAL MAY
BE USED IN LIEU OF SMOOTH DOWEL AND
PVC ASSEMBLY SYSTEM SHOWN.
7.SEE ARCHITECTURAL PLANS FOR
LOCATIONS OF EJ'S.
SEE NOTES BELOW, TYP
SEE DRAWINGS FOR
LOCATION OF REINFORCEMENT 1 4" MIN AMPLITUDE
ROUGHNESS
REINFORCEMENT CONTINUOUS
THROUGH JOINT
NOTES:
1.ALL HOOKS SHALL BE ACI STD 90 DEGREE HOOKS.
NOTES:
1.ALL HOOKS SHALL BE ACI STD 90 DEGREE HOOKS.
3"3"
3/16" MAX
1
1
/
2
"
2"
C
L
R
CONCRETE SLAB
REINFORCING PER
FOUNDATION PLAN
AND SECTIONS, P4201
SAW CUT - MAKE SOON ENOUGH
TO PREVENT CRACKING, NOT TOO
SOON TO CAUSE SPALLING, AND NOT
MORE THAN 12 HOURS AFTER INITIAL
PLACEMENT FROM TRUCK
LOCATE SAWCUTS & ADJUST WWF
PRIOR TO CASTING CONCRETE.
DISCONTINUE WWF AT JOINT. STOP
3" EACH SIDE OF JT.
NTS
CONTROL JOINT (SJ)5
-
NTS
CONSTRUCTION JOINT (CJ)3
-
NTS
EXPANSION JOINT (EJ)4
-
NOTES:
1.SANDBLAST JOINT PRIOR TO PLACING CONCRETE FOR NEXT SLAB OR WALL.
2.FOR SLABS, EDGE TOP OF EXPOSED SLAB JOINT EDGES AT 1 4" RADIUS.
3.FOR WALLS, FORM JOINT EDGES AT 12" CHAMFER.
4.CJ'S SHALL BE PLACED IN THICKENED, REINFORCED FOUNDATION SECTIONS AT SPACING NOT
TO EXCEED 36'-6". SEE ARCHITECTURAL DRAWINGS FOR JOINT LAYOUTS.
REINFORCEMENT CONT
THROUGH JOINTS
14" AMPLITUDE
ROUGHNESS
℄ CONSTRUCTION JOINT
NTS
HINGED TOP SLABS 2
-
NTS
TYPICAL WALL REINFORCEMENT AT
CORNERS AND INTERSECTIONS 1
-
14" MIN AMPLITUDE
ROUGHNESS
WALL < 10" THICK
WALL > 10" THICK
DETAIL "A" - EXPOSED FACE
DETAIL "B" - SLAB ON GRADE
NON-WATER BEARING SLAB OR WALL
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-202.dwg
24-03849
Sheet No.
12
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S-LINE EXTENSION PROJECT
SL-C-P-3-202.dwg
P3202
STATION
STRUCTURAL DRAWINGS
20'-0" DOUBLE CANOPY
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
1/2"=1'-0"
01-16-26
20'-0"
16'-0"2'-0"2'-0"
9'
-
8
"
4'
-
4
"
4'
-
4
"
6"
16'-0"1'-4"
(TYP)
6"
1'-0"
5"
12
'
-
0
1
/
4
"
1'
-
2
1
/
4
"
2'
-
9
1
/
4
"
6'
-
6
"
8'
-
4
"
(T
Y
P
)
C6x13
W10x45
WT6X20,
TYP.
ROOF OUTLINE
9 SPACES AT 2'-0" = 18'-0"
WT6x20
C8x13.75
C6x13
C8x13.75
C10x30
WT10x45, TYP.
WT6x20, TYP.
TOP OF PLATFORM
L4x4x3 8, TYP.
℄
POST
℄
POST
PLAN
ELEVATION TYPICAL SECTION
NOTES:
1.ALL STEEL ELEMENTS TO BE GALVANIZED.
2.12" DIAMETER CABLE NOT SHOWN
C
P3210
D
P3210
B
P3210
A
P3210
⅊3 16"
L4x4x3/8
C10x30
C8x13.75,
TYP.
C8x13.75TOP OF PLATFORM
1 4"/FT
⅊ 3 16"
(TYP)
E
P3210
14"/FT
1'-0"
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-203.dwg
24-03849
Sheet No.
1/
8
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2
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S-LINE EXTENSION PROJECT
SL-C-P-3-203.dwg
P3203
STATION
SUGAR HOUSE STATION
PLATFORM ELEVATION
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
1/4"=1'-0"
01-16-26
12
8
1
2
GENERAL
A.ALL HORIZONTAL AND VERTICAL DISTANCES
ARE IN FEET AND INCHES EXCEPT STATIONING.
PLATFORM STATIONING IS MEASURED IN
DECIMAL UNITS FROM THE PLATFORM/TRACK
STATION POINT (0+00).
B.ELEVATIONS REFER TO DISTANCE ABOVE TOP
OF RAIL. PLATFORM SLOPE TO MATCH TOR
PROFILE SLOPE.
C.REFER TO P3207 FOR CONSTRUCTION AND
EXPANSION JOINT LAYOUT.
D.PLATFORM ACCESS RAMPS DOWN TO BE
CONSTRUCTED AT 1:12 OR LESS.
E.NOMINAL PLATFORM WIDTHS GIVEN, VERIFY
PLATFORM/TRACK CLEARANCES.
F.CONCRETE WALKING SURFACES FINISH IS TO
BE ROUGH BROOM.
G.CANOPY TO BE SET LEVEL ON PLATFORM WITH
MINIMUM CEILING HEIGHT AS SHOWN ON P3206.
H.CAMERAS TO BE INSTALLED ON PLATFORM
CANOPY, SEE NOTE P.
I.CONTRACTOR/OWNER TO VERIFY ALL SIGN
QUANTITIES.
J.BICYCLE RULES SIGN TO BE MOUNTED TO SIDE
OF TVM.
K.RIDER INFORMATION SIGN TO BE ATTACHED TO
COLUMN FACING RAMP.
L.USE RESTRICTION SIGN TO BE ATTACHED TO
COLUMN ABOVE RIDER INFORMATION SIGN
FACING RAMP.
M.SEE P3217 TO P3220 FOR GRAPHIC SIGN
STANDARDS.
N.SEE UTA WAYFINDING & SIGNAGE SIGN
SCHEDULE AND DRAWING PACKAGE v 7 FOR
MORE DETAILS.
O.CARD READER, REAL TIME PASSENGER
INFORMATION SIGN, TVM, AND CALL BOX SHALL
BE PROVIDED AND INSTALLED BY UTA OR
OTHERS.
P.CAMERAS TO BE PROVIDED, INSTALLED, AND
TESTED BY OWNER.
NOTES
1
11
22'-0"16'-0"22'-0"
9
EL = +8"
EDGE OF PLAT.
15
KEY NOTES:
1.CARD READER, SEE NOTE O.
2.SIGN TYPE 2B
3.CALL BOX, SEE NOTE O.
4.TICKET (FARE) VENDING MACHINE (TVM), SEE NOTE O.
5.SNOW MELT AREA
6.REAL TIME PASSENGER INFORMATION SIGN, TYP. SEE NOTE O.
7.UTA BEACON SIGN TYPE 14A, LOCATED NEAR HIGHLAND DR.
(SEE DWG P3214 DETAIL D).
8.STANDARD UTA TRASH RECEPTACLE
9.ARTWORK INSTALLMENT AREA, TBD
10.TACTILE WARNING STRIP, STANDARD NO-DOME CENTER
11.LIGHT POLE
12.CANOPY
13.BENCH LOCATION. PLACE BENCH TO ONE SIDE OF SPACE AS
SHOWN ON PLAN TO ALLOW FOR ADA WAITING AREA.
14.FREEZELESS POST HYDRANT, SEE DWG P3216
15.RAIL PLATFORM SIGN TYPE 5
16.PLATFORM ADA SYMBOL TYPE SS 1, TYP.
17.PLATFORM BICYCLE SYMBOL TYPE SS 2, TYP.
11
14
3
EL = +8"
6
13 13
6
4
19'-0"
EL = +8"
EDGE OF PLAT.
16'-9"
EL = +0"
RAMP DOWN
D
HANDRAIL, SEE DWG.
C3014 FOR DETAILS
2%
5.98%
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-204.dwg
24-03849
Sheet No.
1/
8
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S-LINE EXTENSION PROJECT
SL-C-P-3-204.dwg
P3204
STATION
SUGAR HOUSE STATION
PLATFORM ELEVATION & SECTION
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
AS NOTED
01-16-26
6'-11 1/4"6'-11 1/4"
4 3/4"4'-6 3/4"4 3/4"
13'-10 1/2"
4'-6 3/4"
CL
E
A
R
A
N
C
E
8
'
-
8
"
WB
T
R
A
C
K
℄
EB
T
R
A
C
K
℄
NOTES:
A.ALL HORIZONTAL AND VERTICAL DISTANCES
ARE IN FEET AND INCHES EXCEPT
STATIONING. PLATFORM STATIONING IS
MEASURED IN DECIMAL UNITS FROM THE
PLATFORM/TRACK STATION POINT (0+00).
B.NOMINAL PLATFORM WIDTHS GIVEN,
VERIFY PLATFORM/TRACK CLEARANCES.
C.CONCRETE FINISH IS TO BE ROUGH BROOM.
D.CANOPY TO BE SET LEVEL ON PLATFORM
WITH MINIMUM CEILING HEIGHT AS SHOWN.
PL
A
T
F
O
R
M
℄
SCALE: 1/2" = 1'-0"
HIGHLAND DRIVE PLATFORM ELEVATION AND SECTION A
-
9'-8"
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-205.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-P-3-205.dwg
P3205
STATION
20 FOOT DOUBLE CANOPY
ELEVATIONS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
16'-0"
GALVANIZED STEEL COLUMN
COR-TEN (RUSTED)
METAL ROOF PANELS
CONCRETE BASE/PIER
SEE NOTE 6
BENCH SEAT
NTS
20' DBL CANOPY FRONT ELEVATION A
-
TICKET VENDING MACHINE
(TVM), REFER TO PLATFORM
PLANS FOR LOCATION
TEMPERED GLASS PANELS WITH
TAMPER-PROOF STAINLESS STEEL
ANCHORING AT TOP AND BOTTOM
GALVANIZED STEEL BEAM
C8x13.75
TEMPERED GLASS PANELS WITH
TAMPER-PROOF STAINLESS STEEL
ANCHORING AT TOP AND BOTTOM, TYP.
CONCRETE BASE/PIER
SEE NOTE 6
GALVANIZED STEEL COLUMN
GALVANIZED STEEL BEAM
COR-TEN (RUSTED)
METAL ROOF PANELS
LIGHT (2) 4 AXIS LIGHTING WET BEAM
4 LED SURFACE MOUNT
W/MOUNTING BRACKET, FROSTED
LENS, BLACK FINISH
4'-0"8'-0"4'-0"SIGN TYPE 2B
13'-2 3/4" TOP OF COLUMN
9'-0 1/2" BEAM BEARING
7'-2 1/2" CTR. OF RAIL
3'-5 3/4" CTR. OF RAIL
1'-10 3/4" CTR. OF RAIL
0'-8 1/2" TOP OF COLUMN BASE
C8x13.75
TICKET VENDING MACHINE
(TVM), REFER TO PLATFORM
PLANS FOR LOCATION
BENCH SEAT
LIGHT (2) 4 AXIS LIGHTING WET BEAM
4 LED SURFACE MOUNT
W/MOUNTING BRACKET, FROSTED
LENS, BLACK FINISH
COR-TEN STEEL "L" BENCH
SUPPORT AT BOTH ENDS OF BENCH
C8x13.75
1 2
2 1
GENERAL CANOPY NOTES:
1.EACH CANOPY SHALL HAVE ONE DATA CONDUIT AND ONE POWER
CONDUIT. CONDUITS SHALL BE ONE AND ONE HALF INCH GALVANIZED.
2.DATA CONDUIT SHALL BE PLACED ON PRIMARY VERTICAL POST, ON
THE OUTSIDE FLANGE. PLACE CONDUIT ON SIDE OF CANOPY TO
ENSURE SHORTEST DISTANCE BETWEEN CONDUIT AND THE PCC.
3.POWER CONDUIT SHALL BE PLACED ON PRIMARY VERTICAL BEAM, ON
THE OUTSIDE FLANGE. PLACE CONDUIT ON THE POST THAT DOES
NOT HOUSE THE DATA CONDUIT.
4.EACH CANOPY SHALL HAVE ONE DOWNSPOUT PLACED ON THE
PRIMARY VERTICAL POST OPPOSITE OF THE CONDUIT, ON THE
OUTSIDE FLANGE. DOWNSPOUT SHALL BE TWO AND ONE HALF INCH
GALVANIZED.
5.ELEVATIONS REFER TO DISTANCE ABOVE TOP OF RAIL.
6.SEE DRAWING P3208 FOR CANOPY FOUNDATION DETAILS.
C
P3214
1 12" SCH. 40 GALVANIZED
STEEL CONDUIT
2 12" SCH. 40 GALVANIZED
STEEL DOWNSPOUT
C6x13 GALVANIZED
LEANING RAIL
1 12" SCH. 40 GALVANIZED
STEEL CONDUIT
2 12" SCH. 40 GALVANIZED
STEEL DOWNSPOUT
COR-TEN STEEL "L" BENCH
SUPPORT AT BOTH ENDS OF BENCHC6x13 GALVANIZED LEANING RAIL
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-206.dwg
24-03849
Sheet No.
12
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S-LINE EXTENSION PROJECT
SL-C-P-3-206.dwg
P3206
STATION
20 FOOT DOUBLE CANOPY
SECTION
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
ROOF BEAM
SIGN TYPE 2B - STREETCAR
STATION IDENTIFICATION SIGN
SEE NOTE 6
2 12" SCH. 40 GALVANIZED PIPE DOWNSPOUT
WITHIN COLUMN WIDE-FLANGE
GALVANIZED STEEL COLUMN
TEMPERED GLASS PANELS
INSIDE COLUMN FLANGE
LIGHT(2) 4 AXIS LIGHTING WET BEAM
4 LED SURFACE MOUNT
W/MOUNTING BRACKET, FROSTED
LENS, BLACK FINISH, TYP.
BENCH
REAL TIME PASSENGER
INFORMATION SIGN
COR-TEN (RUSTED) 3 16" METAL ROOF
PANELS, SLOPE TO GUTTER
WESTBOUND
TRAIN APPROACHING
6'-11 1/4"6'-11 1/4"
℄
PLATFORM
CANOPY PIER, SEE P3208
80
"
M
I
N
.
C
L
E
A
R
84
"
R
E
C
O
M
M
E
N
D
E
D
W6X20, GALVANIZED
GENERAL CANOPY NOTES:
1.EACH CANOPY SHALL HAVE ONE DATA CONDUIT AND ONE POWER
CONDUIT. CONDUITS SHALL BE ONE AND ONE HALF INCH GALVANIZED.
2.DATA CONDUIT SHALL BE PLACED ON PRIMARY VERTICAL POST, ON
THE OUTSIDE FLANGE. PLACE CONDUIT ON SIDE OF CANOPY TO
ENSURE SHORTEST DISTANCE BETWEEN CONDUIT AND THE PCC.
3.POWER CONDUIT SHALL BE PLACED ON PRIMARY VERTICAL BEAM, ON
THE OUTSIDE FLANGE. PLACE CONDUIT ON THE POST THAT DOES
NOT HOUSE THE DATA CONDUIT.
4.EACH CANOPY SHALL HAVE ONE DOWNSPOUT PLACED ON THE
PRIMARY VERTICAL POST OPPOSITE OF THE CONDUIT, ON THE
OUTSIDE FLANGE. DOWNSPOUT SHALL BE TWO AND ONE HALF INCH
GALVANIZED.
5.ELEVATIONS REFER TO DISTANCE ABOVE TOP OF RAIL.
6.SEE DRAWING P3219 FOR SIGN DETAILS.ROOF GUTTER
A B C D E
A
P3209
0'-8" FRONT EDGE
OF PLATFORM, TYP.
0'-8 1/2" CTR.
OF PLATFORM
9'-0 1/2" BEAM BEARING
NTS
20' DBL SIDE CANOPY SECTION AT BENCH A
-
TICKET VENDING MACHINE
C
P3209
PLATFORM SLAB AND
REINFORCING PER P4201
WESTBOUND
TRAIN APPROACHING
SL-C-P-3-207.dwg
P3207
STATION
20 FOOT STANDARD CANOPY
FLOOR PLAN
T. COVEYOU
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
1" = 2'-0"
01-16-26
WHEEL CHAIR /ADA
ACCESS CLEAR
SPACE
TVM NOTES:
1.TICKET VENDING MACHINE (TVM) SHALL BE INSTALLED WITH REAR OF
MACHINE SIX INCHES FROM FACE OF ADJACENT OBSTRUCTION TO
ALLOW FOR MAINTENANCE ACCESS.
A
P3205
A
P3206
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-207.dwg
24-03849
Sheet No.
12
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S-LINE EXTENSION PROJECT
6'-6"
3'
-
0
1
/
8
"
2'
-
0
"
1'
-
0
"
(T
Y
P
)
20'-0"
1'
-
2
3
/
8
"
(T
Y
P
)
16'-0"
3'
-
0
"
1'-5"
1'
-
1
0
1
/
4
"
2'
-
8
1
/
4
"
2'
-
8
1
/
4
"
1'
-
1
0
1
/
4
"
CJ
(TYP)
4'-0"
(TYP)
5'
-
6
"
5'
-
6
"
6'-6"
WHEEL CHAIR /ADA
ACCESS CLEAR
SPACE
1 12" SCH. 40
GALVANIZED STEEL
CONDUIT, TYP.
CONCRETE PLATFORM
TICKET VENDING MACHINE
(TVM) LOCATION
TEMPERED GLASS
WALL PANELSC8x13.75 GALVANIZED
STEEL LEANING RAILS
TACTILE SURFACE, TYP.
EDGE OF PLATFORM
BENCH SEAT,
TYP.P.I.S.SIGN, TYP.
CONCRETE PLATFORM CONCRETE CURB
WALL BELOW, TYP.3'
-
0
1
/
8
"
2'
-
0
"
4
3
/
4
"
4
3
/
4
"
1"
(TYP)
CANOPY PIER,
TYP.
20' CANOPY PLAN
SCALE: 1" = 2'-0"
CANOPY ABOVE
A
B
C
D
E
21
EJ
CJ
(TYP)
EJ
CJ
(TYP)
CJ
(TYP)
EJ
EJ
EJ
NOTES:
1.LOCATE EXPANSION JOINT AT APPROXIMATE CENTER OF CANOPY
COLUMNS.
2.CONTROL JOINTS EQUALLY SPACED BETWEEN PLATFORM ELEMENTS
AT APPROXIMATELY 4'-0" O.C.
3.CUT TACTILE STRIP TO FIT SPACING AS DICTATED BY LOCATIONS OF
CANOPY COLUMNS, TYP.
2 12" SCH. 40
GALVANIZED STEEL
DOWNSPOUT
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-208.dwg
24-03849
Sheet No.
12
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S-LINE EXTENSION PROJECT
SL-C-P-3-208.dwg
P3208
STATION
DRILLED SHAFT FOUNDATION
CANOPY DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
#3 SPIRAL
ORIENT VERTICAL REBAR,
AS SHOWN TO CLEAR
ANCHOR BOLTSANCHOR BOLTS, TYP.
SEE DETAIL THIS DWG.
2'-6"
℄
3" MIN CLEAR
CONCRETE COVER
(8) #8 VERTICAL BARS EQUALLY SPACED
SECTION A
-
SEE NOTE 7, TYP.
1'-0 3/4"2"
1'
-
0
3
/
4
"
2"
STEEL PLATE
3 4"x4"x1'-3 4",
TYP.
TRACK WELD
2"
ANCHOR BOLT
BEARING PLATE DETAIL
1'-6
1
/
2
"
1'-0
3
/
4
"
1'-6
1
/
2
"
1'-0
3
/
4
"
2 7
/
8
"
2 7
/
8
"
2 7
/
8
"
2 7
/
8
"
SEE PLATFORM DWGS.
FOR NUMBER OF HOLES
AND HOLE DIAMETER
2 116" DIA.
HOLE, TYP.
18" BOLT CIRCLE DIA.
4" RADIUS
EQ.EQ.
1'-4 3/4"
1'
-
4
3
/
4
"
NO
M
I
N
A
L
EQ
.
EQ
.
1'
-
6
"
CI
R
C
L
E
D
I
A
.
1'-3
"
NOTES:
1.CONCRETE SHALL DEVELOP A MINIMUM 28-DAY COMPRESSIVE STRENGTH
OF 4000 PSI.
2.ANCHOR BOLTS SHALL BE ASTM F1554 GRADE 55. HEAVY HEX NUTS
SHALL BE ASTM A563. FLAT WASHERS SHALL BE ASTM F436. BOLTS, NUTS,
AND WASHERS SHALL BE HOT DIP GALVANIZED PER ASTM A153.
3.REINFORCING BARS SHALL BE ASTM A615 GRADE 60, UNLESS OTHERWISE
NOTED.
4.ALL REINFORCEMENT SHALL HAVE A MINIMUM CLEAR CONCRETE COVER
OF 3 INCHES.
5.USE STEEL ANCHOR BOLT SETTING TEMPLATE TO ASSURE CORRECT
INSTALLATION OF ANCHOR BOLTS AT TOP OF FOUNDATION.
6.ALL EXPOSED CONCRETE SURFACES SHALL HAVE A 1" CHAMFER.
7.BEARING PLATES FOR ALL FOUNDATIONS SHALL HAVE A 1.5" CHAMFER AT
FOUR (4) CORNERS.
8.FOUNDATION INSTALLER TO DETERMINE LENGTH OF FORM REQUIRED
BASED ON ACTUAL ELEVATION OF GRADE AT TIME OF CONCRETE
PLACEMENT. FORMED SURFACE MUST EXTEND 6" MINIMUM BELOW FINAL
GRADE.
9.CONNECT 2/0 INSULATED GROUND WIRE FROM GROUNDING PLATE TO
FOUNDATION VERTICAL REBAR TO EXTERNAL 5/8" x 10'-0" LONG COPPER
CLAD STEEL GROUND ROD. EXOTHERMIC WELD MUST BE USED TO
CONNECT GROUND WIRE TO BOTTOM SURFACE OF GROUNDING PLATE,
FOUNDATION REBAR AND EXTERNAL GROUND ROD. ADD ADDITIONAL
GROUND RODS AS NECESSARY TO ACHIEVE SPECIFIED RESISTANCE TO
EARTH (25 OHMS OR LESS). TESTING SHALL BE WITNESSED BY ENGINEER
OR HIS DESIGNEE.
℄ FOUNDATION
℄ FOUNDATION
NOTE:
ANCHOR BOLTS SHALL
BE SET PER ANCHOR
BOLT ORIENTATION DETAIL
POST BASEPLATE
ANCHOR BOLT
SETTING TEMPLATE
5 16 45
°
⅊ 2"
ELEVATION
DRILLED PIER FOUNDATION
TOP OF PLATFORM
SEE ANCHOR BOLT
DETAIL THIS DRAWING
SEE ANCHOR BOLT
BEARING PLATE DETAIL
THIS DRAWING
PROTECT THREADS PRIOR
TO SETTING POST WITH
PLASTIC TUBE END CAPS
WT10X45
2 0 INSULATE
COPPER GROUND
WIRE
POST
BASEPLATE
8'
-
0
"
E
M
B
E
D
M
E
N
T
I
N
T
O
E
X
I
S
T
I
N
G
G
R
O
U
N
D
4"
3"
EXISTING
GROUND
#3
@
4
"
P
I
T
C
H
S
P
I
R
A
L
3"
PL
A
C
E
C
O
N
C
R
E
T
E
I
N
FO
R
M
S
(
S
E
E
N
O
T
E
8
)
(8) #8 VERTICAL BARS
PROVIDE GROUT
WATERSHED WITH
1" HEIGHT AT CENTER
℄ FOUNDATION
(S
E
E
N
O
T
E
9
)
A
-
1 3/4"
4'
-
4
"
3'
-
5
"
11
"
10
"
℄ BOLT
DOUBLE NUTS
WASHER
LE
N
G
T
H
(M
I
N
.
)
1'
-
6
"
GA
L
V
A
N
I
Z
E
D
LEVELING NUT
BEARING PLATE
ANCHOR BOLT DETAIL
(TYPICAL)
FOUNDATION/PLATFORM
FINISH LEVEL
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-209.dwg
24-03849
Sheet No.
12
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S-LINE EXTENSION PROJECT
SL-C-P-3-209.dwg
P3209
STATION
20 FOOT DOUBLE CANOPY
DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
AS NOTED
01-16-26
6"
5"
1'-0"2"6"6"
4"
3/4"
5/
8
"
PREFINISHED METAL GUTTER ADHERED TO
UNDERSIDE OF METAL ROOF PANEL,
SLOPE TO DOWNSPOUT
OVERLAPPING METAL FLASHING AND
COUNTERFLASHING - SEAL WITH MASTIC
CONT.
PREFINISHED METAL COUNTER FLASHING
ADHERED TO STRUCTURAL COLUMN
COR-TEN (RUSTED) 3 16"
METAL PLATE ROOF
PREFINISHED METAL FLASHING ADHERED
TO UPPER FACE OF METAL PANEL ROOF
GALVANIZED W6x20 BEAM GALVANIZED STRUCTURAL
COLUMN
GRID
GASKET, TYP.
METAL ROOF PANEL
WELDED STEEL "TEE" BEAM
LIGHT FIXTURE
B
P3214
ROOF FLASHING DETAIL
SCALE: 4"=1'-0"
B
-
CANOPY ROOF SECTION
SCALE: 2"=1'-0"
A
P3206
PANEL ATTACHMENT DETAIL
SCALE: 8"=1'-0"
D
-
B
-
1'-0"
3"3"6"
3 1/2"
(TYP)
1/8"
(TYP)
1'-2 3/8"
1
1
/
2
"
1'
-
5
"
SEAT DIVIDER = VERTICAL LEG OF
INVERTED TEE LOCATED 2'-4" FROM THE
ENDS OF THE CONCRETE CURB (X2)
FAN HEAD WITH STAINLESS BOLT
W/ STAINLESS WASHER TORX HEAD
4 @ 2X4 NOMINAL HDPE
CEDAR BENCH SLATS
INVERTED "TEE" BEAM CAST
INTO CONCRETE CURB TO
SUPPORT BENCH SLATS
SEE SHEET P3214
BENCH SECTION
SCALE: 2"=1'-0"
C
P3206
D
-
1/4"
C6x13 GALVANIZED
LEANING RAIL, TYP.
TEMPERED GLASS
PANELS
1 3 4"x1 3 4"x1 4" GALVANIZED
STEEL ANGLE
3"x2"x1 4" GALVANIZED
STEEL ANGLE
GALVANIZED STEEL THROUGH
BOLT
0'-8 1/2" TOP OF CONC.
ABOVE TOP OF RAIL
DOWELL ANCHORS WELDED
TO UNDERSIDE OF INVERTED
TEE" - EPOXY INTO CONCRETE
CONCRETE PLATFORM
WELD, TYP.
B C
C8x13.75, TYP.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-210.dwg
24-03849
Sheet No.
12
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S-LINE EXTENSION PROJECT
SL-C-P-3-210.dwg
P3210
STATION
STRUCTURAL DRAWINGS
CANOPY DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
6"
L4x4x3 8
⅊3 16"
7 8" DIA. BOLT, NUT, AND
WASHER WITH 15 16" DIA.
HOLE, TYP.
WT6x20
DETAIL A
5"1 1/2"1 1/2"
2
3
/
8
"
2
3
/
8
"
2
3
/
8
"
1
7
/
1
6
"
⅊3 16"
C6x13
7 8" DIA. BOLT, NUT, AND
WASHER WITH 15 16" DIA.
HOLE, TYP.
W10x45
DETAIL B
1
1
/
2
"
2
1
/
2
"
2
1
/
2
"
1
1
/
2
"
1 1/2"
1 1/2"
3"
W10x45
7 8" DIA. BOLT, NUT, AND
WASHER WITH 15 16" DIA.
HOLE, TYP.
C8x13.75
2
5
/
8
"
1
1
1
/
1
6
"
1
1
1
/
1
6
"
3"
1 1/2"
1 1/2"
W10x45
C6x13
7 8" DIA. BOLT, NUT, AND
WASHER WITH 15 16" DIA.
HOLE, TYP.
DETAIL C
DETAIL D
W10x45
1/2x6 EYE BOLT,
TYP.
12" DIA. CABLE,
TYP.
⅊3 16"
(TYP)
1/2x6 EYE BOLT,
TYP.
C10x30
L4x4x3 8
(TYP)
3"3"
2"
W6x20
(TYP)
DETAIL E
1'
-
0
"
(T
Y
P
)
C10x30
1
7
/
1
6
"
C.J.P.
14"
(TYP)
2-12 18
(TYP)
7 8" DIA. BOLT, NUT, AND
WASHER WITH 15 16" DIA. HOLE
CENTERED IN LEG OF Lx4x4x3 8,
TYP.
4"
LIGHT FIXTURE, TYP.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-211.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-P-3-211.dwg
P3211
STATION
20 FOOT DOUBLE CANOPY
REFLECTED CEILING & ROOF PLANS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
1" = 2'-0"
01-16-26
UNDERSIDE OF METAL
ROOF PANELS
3'-0"2'-0"4'-0"4'-0"4'-0"3'-0"
16'-0"
SL
O
P
E
A
S
IN
D
I
C
A
T
E
D
SL
O
P
E
A
S
IN
D
I
C
A
T
E
D
SLOPE 1/8" PER FOOT
ROOF: COR-TEN (RUSTED)
ROOF PANELS ANCHORED
TO STEEL HSS BEAMS WITH
PLATES AND GASKETS
1 2
D
C
B
1 2
D
C
B
LIGHT FIXTURE, TYP.
20' CANOPY REFLECTED CEILING PLAN
SCALE: 1" = 2'-0"
B
-
20' CANOPY ROOF PLAN
SCALE: 1" = 2'-0"
A
-
2 12" SCH. 40
GALVANIZED STEEL
DOWNSPOUT
P.I.S. SIGN, TYP.
1 12" SCH. 40
GALVANIZED STEEL
CONDUIT, TYP.
1 12" SCH. 40
GALVANIZED STEEL
CONDUIT, TYP.
2 12" SCH. 40
GALVANIZED STEEL
DOWNSPOUT
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-212.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-P-3-212.dwg
P3212
STATION
MISCELLANEOUS PLATFORM DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
AS NOTED
01-16-26
BENCH SEAT,
SEE P3209
CONC BENCH PER P3209,
REINF W/(4) #4 x CONT
AT EA CORNER W/ #4 x
TIES @ 8" OC
1'
-
0
"
PLATFORM
SLAB & REINF
PER P4201
BENCH CONCRETE CURB
SCALE: 1" = 1'
B
-
(8) #5 VERT BARS
4"
MI
N
4'
-
6
"
MI
N
2'-0"Ø
3"
2'-6"Ø
3"
6'
-
0
"
4"
MI
N
SIGN POLE &
ANCHORAGE BY MFR.
STAINLESS STEEL
ANCHORS TO BE USED.
ANCHORS TO EXTEND A
MINIMUM OF 12" INTO
CONCRETE FOOTING
BELOW. DO NOT COUNT
4" EXTENSION IN
MINIMUM LENGTH.
PROVIDE NON-SHRINK
GROUT ONLY IF
REQUIRED BY MFR
2"
1'-0"X1'-0" EXTENSION TO
BE POURED MONOLITHIC
WITH FOOTING BELOW.
REINF W/ (4) #4 x
((1) EA CORNER)
AND #3 x TIE STD HOOK
1'
-
6
"
SLIGHT DRAINAGE SLOPE
REQD. MAINTAIN REBAR
CLEAR COVER.
#3 TIES @ 8" OC,
PROVIDE (3) TIES
IN TOP 6"
ELECTRICAL CONDUIT,
COORDINATE W/
ELECTRICAL DRAWINGS
AA
A A
VIEW A-A
VIEW A-A
TYPE 4 SIGN FOUNDATION
SCALE: 1" = 1'
A1
-
S14A SIGN FOUNDATION
SCALE: 1" = 1'
A2
-
NOTE: FOOTING BASED ON A
NON-CONSTRAINED CONDITION.
150 PSF/FT LATERAL BEARING
UTILIZED.
NOTE: FOOTING BASED ON A
NON-CONSTRAINED CONDITION.
150 PSF/FT LATERAL BEARING
UTILIZED.
2"
(12) #5 VERT BARS
1'-6"X1'-6" EXTENSION TO
BE POURED MONOLITHIC
WITH FOOTING BELOW.
REINF W/ (4) #4 x
((1) EA CORNER)
AND #3 x TIE STD HOOK
1'
-
6
"
PROVIDE NON-SHRINK
GROUT ONLY IF
REQUIRED BY MFR
SLIGHT DRAINAGE SLOPE
REQD. MAINTAIN REBAR
CLEAR COVER.
#3 TIES @ 8" OC,
PROVIDE (3) TIES
IN TOP 6"
ELECTRICAL CONDUIT,
COORDINATE W/
ELECTRICAL DRAWINGS
EXTERIOR SLAB
ON GRADE, TYP,
SEE PLAN
SIGN POLE &
ANCHORAGE BY MFR.
STAINLESS STEEL
ANCHORS TO BE USED.
ANCHORS TO EXTEND A
MINIMUM OF 12" INTO
CONCRETE FOOTING
BELOW. DO NOT COUNT
4" EXTENSION IN
MINIMUM LENGTH.
NTS
TYPICAL GAS METER LAYOUT FOR STATION PLATFORM SNOW MELT 1
-
FUEL LINE LOCATION (TYP)
REGULATOR
TYPICAL REGULATOR
RELIEF VENT
GAS METER: PROVIDED BY OTHERS
CAPACITY: 1,600 MBH (1,797 CFH)
DESIGN LENGTH: 10 FT
DESIGN PRESSURE: 4 TO 14 PSI
OUTLET DIAMETER: 1"
4 3/4"
1'-0"
2" CLR
(TYP)
8"
M
I
N
6"
M
I
N
16"
GAS METER CLEARANCE TO FINISH GRADE
(250 METER SHOWN)
32
"
T
O
3
6
"
FINISHED GRADE
125%
100%
75%
50%
25%
PUMP CURVE
SYST
E
M
C
U
R
V
E
25%50%75%100%125%
HWR
HW
S
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-213.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-P-3-213.dwg
P3213
STATION
MECHANICAL DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
PROVIDE A 10K TYPE 2 TEMPERATURE SENSOR
IN AN EMPTY CONDUIT IN THE CENTER OF
EACH HEAT RUN SO OWNER CAN MONITOR
SLAB TEMPERATURE ON REMOTE GRAPHICS
PROVIDE SNOWMELT MANIFOLD BOX. SEE
DETAILS FOR MORE INFORMATION
SNOWMELT MANIFOLD AND PIPING.
CONTRACTOR WILL PROVIDE SHOP DRAWINGS
FOR TUBING LAYOUT. PIPING LAYOUT
DESIGNED AS DEFERRED SUBMITTAL AND
REVIEWED BY ENGINEER.
GAS METER (PROVIDED BY
OTHERS, GC TO STAKE)
SEE DWG. P3212, DETAIL 1
GAS FUEL LINE TO
PROTRUDE 6"
CONTROL VALVE
BALANCING VAVLE
TEST TEE (TYP)
UNION (TYP)
ISOLATION VALVE (TYP)
HWS FROM MAIN
HWR TO MAIN
TO CONTROLLER PLANT.
ALL CONTROL WIRING
SHALL BE RUN IN CONDUIT
PCC
CABINET
W/ GAS
BOILER
NTS
SNOWMELT PIPING DIAGRAM 1
-
VENT
DRIP LEG,
TYP.
VENT REGULATOR TO OUTSIDE WHERE
REQUIRED. INSTALL VENT PER MANUFACTURERS
RECOMMENDATIONS AND PER PLUMBING CODE.
GAS REGULATOR 4 TO 14 PSI TO EQUIPMENT
PRESSURE. VERIFY WITH MANUFACTURERS
RECOMMENDATIONS.
EMERGENCY
SEISMIC
SHUT-OFF VALVE
GAS SHUT-OFF
COCK
NATURAL GAS
METER
NOTE: DEVELOPED LENGTH = 10 FT.
TOTAL DEMAND = TOTAL CFH X 1.2
4 TO 14 LB.
3/4" G
R
BOILER
B1
530,000
BTU/H
NTS
GAS FLOW DIAGRAM 2
-
NTS
PUMP CURVE DETAIL 3
-
SEE P4201 AND P4202 FOR
CONCRETE SLAB THICKNESS
WIRE TIE RADIANT TUBING TO
WIRE MESH REBAR
RADIANT TUBING
(APPROXIMATELY
3.0" BELOW TOP OF
SLAB)
EPOXY COATED
WIRE MESH OR
REBAR BY GENERAL
CONTRACTOR
BASE MATERIAL AND INSULATION
BY OTHER. REFLECTIVE FACED
INSULATION TO BE PROVIDED BY
PLUMBING CONTRACTOR.
NTS
PLATFORM SLAB ON GRADE
RADIANT TUBING INSTALLATION DETAIL 4
-
DESIGN POINT
HEAD FT.
10% MAX
FLOW 25%FLOW 25%
15% HEAD LOSS
MAX.
FLOW GPM
SEE DWG. E3207
FOR DETAILS
PROPOSED GAS LINE,
SEE UTILITY PLANS
213+00 214+00 215+00
213+00 214+00 215+00
STOP
UT
A
B
E
A
C
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A
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:
1
5
'
C
L
W
B
T
R
A
C
K
2
1
2
+
8
7
.
0
0
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-214.dwg
24-03849
Sheet No.
1/
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S-LINE EXTENSION PROJECT
SL-C-P-3-214.dwg
P3214
STATION
STANDARD PLATFORM AND SNOWMELT
DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
AS NOTED
01-16-26
SCALE: 1/2" = 1'-0"
TACTILE WARNING STRIP AT 8" PLATFORM A
-
2'-0"
6"
9"
(TYP)
4 3/4"4'-6 3/4"
8"
CONCRETE
PLATFORM
2'x4' TACTILE WARNING STRIP
WITH SIX INCH DOMELESS
CUTOUT AREA
TOUCHDOWN POINT
OF RAMP
PLATFORM FOUNDATION
VEHICLE RAMP
STREETCAR VEHICLE (APPROX.)
℄ O
F
T
R
A
C
K
VEHICLE FLOOR
APPROX 14" ABOVE
TOR
EDGE OF
PLATFORM
NTS
ROOF GUTTER DETAIL B
-
CONT. HEAT TRACE CABLE IN
GUTTERS AND DOWNSPOUT
W6x20 BEAM, GALVANIZED
2-1/2" SCHD. 40 GALVANIZED
STEEL PIPE DOWNSPOUT, WELDED
TO BEAM FLANGES
3/16" COR-TEN (RUSTED)
PLATE, TYP.
PRE-FINISHED METAL GUTTER ADHERED
TO UNDERSIDE OF METAL ROOF PANEL,
SLOPE TO DOWNSPOUT
4"
HDPE CEDAR
BENCH SLAT
CONCRETE CURB
FAN HEAD STAINLESS
BOLT W/ STAINLESS
WASHER TORX HEAD
INVERTED COR-TEN (RUSTED)
STEEL "TEE" BEAM, ROUND
OFF EXPOSED EDGE, FREE OF
SHARP EDGES, UNPAINTED
BENCH SECTION DETAIL
SCALE: 2" = 1'-0"
C
-
A
-
A
P3216
60'-0"
ZONE 2
19'-0"
ZONE 2
279'-2"
ZONE 1
5'
-
0
"
40
'
-
6
3
/
4
"
ZO
N
E
3
22
'
-
3
3
/
8
"
ZO
N
E
3
5'-0"
43'-6 1/4"
ZONE 3
5'
-
0
"
5'-0"
SCALE: 1" = 10'
SNOWMELT ZONING DETAIL D
-
EB TRACK ℄
WB TRACK ℄
5'
-
6
"
(T
Y
P
)
13
'
-
1
0
1
/
2
"
4'-0"
(TYP)
SYMBOL LEGEND
SNOW MELT AREA SEE P1201 FOR
PLATFORM DETAILS
10'-0"
5'
-
7
1
/
2
"
144'-11 3/4"PROPOSED SIDEWALK, TYP.
PROPOSED OCS
POLE, TYP.
PROPOSED
RETAINING WALL,
TYP.
SIGNAL
HOUSE
PCC CABINET
DOWELL ANCHORS WELDED
TO UNDERSIDE OF INVERTED
"TEE" - EPOXY INTO CONCRETE
10
'
-
6
"
10'-0"
ZONE 2
13
'
-
3
"
2'
-
1
1
"
MAINTENANCE
WALKWAY
SNOWMELT MANIFOLD
BOX, SEE P3215 DETAIL 4
FOR DETAILS, TYP.
15'-4 1/2"
1
GF
MU
AE
1
3/4"
HWS
1 3/4"
SNO
W
M
E
L
T
49 5/8"
32 1/8"
21"
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-215.dwg
24-03849
Sheet No.
12
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S-LINE EXTENSION PROJECT
SL-C-P-3-215.dwg
P3215
STATION
SNOWMELT DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
INSULATION LINE
SEE SPECIFICATION FOR
THICKNESS
HIGH CAPACITY
AUTOMATIC AIR
VENT
ATTACH TO EXISTING OVERHEAD
STRUCTURE. SEE DEFERRED
SUBMITTALS FOR SEISMIC.
STANDARD CLEVIS ASSEMBLY
1-1/4" Ø HWS
SCREWED CONNECTIONS, BOTH
ENDS, TYP.
INSULATION WITHSHIELD, TYP.
UNION
1/2" BLOWDOWN LINE
BALL VALVE WITH HOSE END,
CHAIN, AND CAP
NTS
EXPANSION TANK DETAIL 1
-
NTS
HOT WATER SYSTEM GLYCOL CHEMICAL FEED SYSTEM 2
-
NTS
AIR ELIMINATOR DETAIL 3
-
2" Ø HWS
NOTES:
1.DIMENSIONS SHOW MAXIMUM
SIZE. BOX MAY BE REDUCED
IF ALL COMPONENTS CAN FIT
AND BE EASILY MAINTAINED.
SEE SHEET E0208 FOR
OTHER JUNCTION BOX SIZES.
2.MANIFOLD LOCATIONS
SHOWN ON DWG. P3214.
NTS
SNOWMELT MANIFOLD BOX 4
-
COVER - POLYMER
CONCRETE JUNCTION
BOX LID
POLYMER CONCRETE
JUNTION BOX
TOP OF BOX SHALL
BE FLUSH WITH
PLATFORM
SKID RESISTANT
SURFACE
3/8-16 UNC
STAINLESS
STEEL HEX BOLT
W/ WASHER (2)
PRESSURE SWICH
2" Ø SNOWMELT CLOSED
CIRCULATING SYSTEM-HEATING
WATER
CHECK VALVE
SOLENOID
VALVE
3/4" GLYCOL
DISCHARGE PIPING
LOW LEVEL
SWITCH
CONTROL PANEL
MOUNTED ON TANK
OR SUPPORT STAND
GLYCOL PUMP
1/2" X 2 1/2" PULL SLOT
CONNECT TO SIDE OF HOT WATER SUPPLY MAIN.
AVOID TOP OR BOTTOM CONNECTION TO PREVENT
AIR OR DEBRIS FROM ENTERING PIPE TO TANK
DETAIL NOTES:
SHUT OFF BALL VALVE. REQUIRED TO PROPERLY
PRECHARGE TANK.
DRAIN VALVE
AUTOMATIC AIR VENT. BELL & GOSSETT
MODEL #7 OR #87
ANTI THERMO-SYPHON LOOP. 12" MIN. DROP.
TIE INTO EXISTING MAKE-UP WATER LINE.
PRESSURE GAUGE -O- 60 PSIG WITH GAUGE COCK.
6
4
3
3
7
5
1
3/4"
PROVIDE SEISMIC
BRACING STRAPS. HANG
FROM STRUCTURE.
INSULATED TANK AND
PROVIDE METAL JACKET
1
2
3
4
5
6
7
3/4"
3/4"
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-216.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-P-3-216.dwg
P3216
FREEZELESS POST HYDRANT
DETAIL
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
POLYMER CONCRETE
18" x 18" x 18" BOX WITH
BOLTED COVER
6" PLATFORM SLAB
1" GALVANIZED PIPE
4" LONG RUBBER DONUT CENTRALIZER TO PREVENT
POST MOVEMENT AND DEBRIS FALLING INTO CASING.
SPLIT FOR INSTALLATION AND REMOVAL. CAN USE 7 8"
THICK RUBBER SHEETHING.
STAINLESS STEEL HOSE CLAMP
AROUND DONUT
3" SCH. 40 PVC CASING
4"
6"
2"
1" IPS SIZE PE4308 HDPE
BLUE STRIPE POLYETHYLENE
SDR 9, 200 PSI
COMPRESSION 90° EL x 3 4" FPT
STAINLESS PIPE STIFFENER INSERT
1 CUBIC FOOT DRAIN ROCK
WRAPPED IN FILTER FABRIC
DOGHOUSE CASING
AROUND PIPE,
12" CLEAR
3 4" x 3" BRASS NIPPLE
TEFLON TAPE AND PIPE DOPE
(REMOVEABLE)
DRAIN PORT
3" - 3 4" CRUSHED ROCK
WOODFORD Y30 FREEZELESS POST HYDRANT
5'
H
E
I
G
H
T
(
3
'
B
U
R
Y
M
O
D
E
L
)
JB WELD #8265-S
ON THREADS.
CLEAN TREADS BEFORE CONNECTING
(NON-REMOVEABLE)
NTS
FREEZELESS POST HYDRANT A
-
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-217.dwg
24-03849
Sheet No.
12
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S-LINE EXTENSION PROJECT
SL-C-P-3-217.dwg
P3217
GRAPHIC SIGN STANDARDS
STANDARD FONTS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
FONT A: GOUDY BOLD
ABCDEFGHIJKLMNOPQRSTUVWXYZ
abcdefghijklmnopqrstuvwxyz
1234567890
FONT C: GEOMETRIC 415 BLACK
ABCDEFGHIJKLMNOPQRSTUVWXYZ
abcdefghijklmnopqrstuvwxyz
1234567890
STREETCAR LOGO:
- ONE WORD USING "FONT C." GEOMETRIC 415
- ALL CAPITAL LETTERS
- FONT COLOR IS UTA BLUE (REFLEX BLUE)
- LETTERS SPACED AS SHOWN
- CONFIRM ARTWORK WITH UTA BEFORE PROCEEDING
COLOR SCHEDULE
SIGN COLORS FOR ALL STREETCAR STOPS ARE INDICATED
ON SIGN DETAILS. UTA LOGO COLORS TO MATCH AS SHOWN
IN ALL CIRCUMSTANCES. CONFIRM COLOR SELECTION WITH
UTA BEFORE PROCEEDING.
- UTA BLUE: PMS REFLEX BLUE
- UTA RED: PMS 186 RED
ACCEPTABLE SUBSTITUTES
BLUE:RED:
C:100 C:0
M:73 M:100
Y:0 Y:81
K:2 K:4NOTES
1.FONTS DISPLAYED ON THIS PAGE ARE ONLY ALLOWABLE FONTS FOR USE ON UTA STREET CAR SYSTEM SIGNAGE.
STANDARD FONT AND LOGO
SCALE: NTS
A
-
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-218.dwg
24-03849
Sheet No.
12
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S-LINE EXTENSION PROJECT
SL-C-P-3-218.dwg
P3218
GRAPHIC SIGN STANDARDS
TYPE 4 - RAIL PLATFORM
SIGN DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
AS NOTED
01-16-26
8"
5"
3"
1 1/2"1 1/2"
3'-1 1/2"
2'-7 3/8"
6"
6"
3"x3" PAINTED WHITE,
ALUM. SQUARE TUBE
12" DIAMETER HOLES
1" SQUARE TUBE SUPPORT
3"x3" PAINTED WHITE,
ALUM. SQUARE TUBE
GUSSET (TYP.)
12" THICK
BASE PLATE
(8) 3 8"X 7" LONG STAINLESS STEEL ANCHOR RODS
WITH 4 1
2" EMBEDMENT INTO CONCRETE. PROVIDE
AND INSTALL STAINLESS STEEL WASHER AND
DOUBLE STAINLESS STEEL NUTS AT EACH
ANCHOR. PROVIDE 2 1
2" MINIMUM ANCHOR ROD
EXTENSION ABOVE TOP OF CONCRETE.
3"x3" ALUMINUM
SQUARE TUBE (TYP.)
BARREL LOCK
(TYP.)
TEMPERED GLASS
(TYP.)
CONTINUOUS
HINGE (TYP.)
116" THICK
ALUM. PANEL
116" THICK EXTRUDED
ALUM.DISPLAY CASE
FRAME WITH 1 4" THICK
TEMPERED GLASS
(2) BARREL LOCKS
LOCATED ON DISPLAY
CASE FRAME; LOCKS
TO BE KEYED ALIKE.
116" THICK STYRENE GRAPHICS
PANEL WITH GRAPHICS SCREEN
PRINTED IN 4 COLORS, BY UTA
1 1 4" TYP. FRAME WITH
3 16" TYP. BORDER
UTA TO PROVIDE
AND INSTALL SYSTEM MAP,
BICYCLE RULES, &
LAST TRAIN INFORMATION
E
-
SIGN MOUNTING PLATE DETAIL
SCALE: 4" = 1'-0"
E
-
SIGN SECTION
SCALE: 4" = 1'-0"
F
-
SCALE: 1" = 1'-0"
BASE PLATE ANCHOR DETAIL A
-
DISPLAY CASE DETAIL
SCALE: 2" = 1'-0"
B
-
DISPLAY CASE ELEVATION
SCALE: 2" = 1'-0"
C
-
8"5"3"
1
1
/
2
"
1
1
/
2
"
CONTINUOUS
HINGE
6"
3"
3"
3"x3" PAINTED WHITE,
ALUM. SQUARE TUBE
SET SCREW
SIGN FACE PANEL
TWO (2) PER KIOSK
3"x6" ALUMINUM
TUBE
2'
-
6
"
3'-7"
3"x3" PAINTED WHITE
ALUM. SQUARE TUBE
SIGN FACE
SIZE: 31-1/2" x 18"
STATION NAME
AND ADDRESS
FRONT VIEW
F
-
B
-
A
-
DISPLAY CASE W/
SYSTEM MAP.
C
-
SIDE VIEW
SCALE: 1" = 1'-0"
SINGLE CASE INFO KIOSK (TYP.)D
-
2'-10 1/2"1'-0"
3'
-
0
"
8'
-
4
"
2'
-
6
"
3'
-
4
"
1'
-
6
"
6"
3"
3"
3"
3'-1 1/2"
2'-7 1/2"
3"
1"x1" ALUM. SQUARE
TUBE SUPPORT
3"
SIGN DETAIL - PERSPECTIVE
(2) 3/16" DIA. HOLES
DRILLED IN TOP
RETURN OF PAN
1" DEEP PAN WITH INSIDE
WELDED CORNERS
(2) 3/16" DIA. HOLES DRILLED
IN BOTTOM RETURN OF PAN
NOTES:
1.UTA TO CREATE AND PROVIDE POSTER ARTWORK.
SEE UTA WAYFINDING AND SIGNAGE DOCUMENT.
℄℄
CLIENT
TO PROVIDE
& INSTALL
SYSTEM MAP &
LAST TRAIN
INFORMATION
CLIENT
TO PROVIDE
& INSTALL
BICYCLE RULES
(8) #4 REBAR @ 20" OC
(14) #4 REBAR @ 6" OC
3" MIN.
(TYP)
℄
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-219.dwg
24-03849
Sheet No.
12
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S-LINE EXTENSION PROJECT
SL-C-P-3-219.dwg
P3219
GRAPHIC SIGN STANDARDS
TYPE 2B STATION IDENTIFICATION SIGN DETAILS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
AS NOTED
01-16-26
STATION IDENTIFICATION SIGN
SCALE: 2" = 1'-0"
A
-
NOTES:
1.CONFIRM STATION NAMES WITH OWNER.
2.SEE PLATFORM DRAWINGS FOR SIGN LOCATIONS.
3.REFER TO UTA WAYFINDING & SIGNAGE SIGN SCHEDULE AND DRAWING
PACKAGE, SIGN TYPE 2B FOR EXACT STREETCAR STATION IDENTIFICATION
SIGN DETAILS.
Sugar House Station
10'-10" TO BE CONFIRMED ON SIGHT
B
-
2"
2
1
/
2
"
2
1
/
2
"
2'
-
1
"
T
O
B
E
C
O
N
F
I
R
M
E
D
O
N
S
I
G
H
T
6"
EQ
.
EQ
.
To Central Pointe TRAX
TYPE 2B STATION SIGN, TYP.
STATION IDENTIFICATION SIGN DETAIL
SCALE: NTS
B
-
14"
(TYP)
6"x6"x3/8" STEEL PLATE, TYP.
C10x30 ROOF BEAM, TYP.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-3-220.dwg
24-03849
Sheet No.
1/
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S-LINE EXTENSION PROJECT
SL-C-P-3-220.dwg
P3220
GRAPHIC SIGN STANDARDS
PAVEMENT MARKINGS AND PRISM
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
NTS
01-16-26
NOTES:
1.APPROXIMATE DESIGN SHOWN.
2.REFER TO UTA STANDARD TEMPLATE.
3.CONTRACTOR TO INSTALL USE RESTRICTION SIGNS.
7"
2'
-
1
1
"
NTS
SIGN TYPE 6: USE RESTRICTION SIGN C
-
GENERAL NOTES:
1.APPROXIMATE DESIGN SHOWN. UTA OPERATIONS MAY PROVIDE STENCILS.
2.VERIFY ALL PAVEMENT MARKING LOCATIONS WITH UTA OPERATIONS PRIOR
TO INSTALLATION ON CONCRETE PLATFORM.
3.REFER TO SUGAR HOUSE STATION PLATFORM PLAN DRAWING P1201 FOR
INFORMATION ON SIGN LOCATIONS.
4.SEE P3217 FOR FONTS. CHECK WITH UTA TO CONFIRM.
5.REFER TO UTA WAYFINDING & SIGNAGE SIGN SCHEDULE AND DRAWING
PACKAGE FOR MORE INFORMATION.
1'-6"
1'-1"
1'
-
6
"
3/8" WIDE WHITE (#3) PAINT
SYMBOL ON BRIGHT GREEN
(#8) THERMOPLASTIC
CIRCLE BASE
NOTES:
1.PLACE BIKE SYMBOL TO THE LEFT OF THE ADA SYMBOL
(WHEN FACING TRAIN FROM PLATFORM) AS SHOWN ON
PLATFORM SIGN PLANS.
2.PLACE TWO INCHES FROM TACTILE STRIP AND ONE INCH
FROM ANY CONTROL OR EXPANSION JOINTS.
1'-6"
10 3/4"
1
1
/
8
"
1'
-
6
"
WHITE PAINT SYMBOL ON BLUE
THERMOPLASTIC SQUARE
NOTES:
1.PLACE ADA SYMBOL AT CENTER OF LRT VEHICLE DOOR #2 & #3 AS
SHOWN ON SUGAR HOUSE STATION PLATFORM PLAN P1201.
2.PLACE TWO INCHES FROM TACTILE STRIP AND ONE INCH FROM
ANY CONTROL OR EXPANSION JOINTS.
SS 1: PLATFORM ADA SYMBOL
SCALE: NTS
A1
-
SS 2: PLATFORM BICYCLE SYMBOL
SCALE: NTS
B1
-
3"
6'
-
4
"
11
'
-
6
"
SIDE ELEVATION TOP SECTION
FRAME
CENTER POST
10
"
FIBERGLASS
FACE WITH LED
BACKLIGHT
42
"
SIGN TYPE 14A: UTA BEACON (TRIANGULAR PRISM)
SCALE: NTS
A2
-
NOTES:
1.APPROXIMATE DESIGN SHOWN.
2.CONTRACTOR TO VERIFY DESIGN WITH
DESIGNER.
3.P3217/A: UTA LOGO INFORMATION.
4.SEE DWG P3212 FOR SIGN FOUNDATION
DETAILS
2'-8"5"5"
SEE NOTE 4
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-4-201.dwg
24-03849
Sheet No.
1/
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S-LINE EXTENSION PROJECT
SL-C-P-4-201.dwg
P4201
STATION
FOUNDATION PLAN AND SECTIONS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
AS NOTED
01-16-26
13
'
-
1
0
1
/
2
"
(T
Y
P
)
RAMP LENGTH 19'-0"PLATFORM LENGTH 60'-0"
2'
-
2
"
(T
Y
P
)
4'
-
0
"
(T
Y
P
)
2'-1"74'-10"2'-1"
10"
(TYP)
10"
(TYP)
4"
(TYP)
8"
2'-7" LAP
(TYP)
13'-10 1/2"
9'-1"2'-0"
(TYP)
4 3/4"
(TYP)
EDGE OF PLATFORM, TYP.
EDGE OF PLATFORM, TYP.SEE P3201 FOR CONTROL
JOINT DETAIL, TYP.
CONSTRUCTION
JOINT, TYP.
10" (TYP)
1 12" DEEP DEPRESSED
SLAB SURFACE FOR TACTILE
WARNING STRIP, SEE P3214, TYP.
NTS
SUGAR HOUSE STATION FOUNDATION PLAN
1 12" DEEP DEPRESSED
SLAB SURFACE FOR TACTILE
WARNING STRIP, SEE P3214, TYP.
#5 @ 12"
EACH WAY
#5 @ 12",
TYP.
#5 @ 12" VERTS.
WITH STD. HOOK
EACH FACE, TYP.
#5 AS SHOWN,
TYP.
2'-7" HOOK ON
OUTSIDE FACE
OF VERTICALS,
TYP.
#5 @ 12"
EACH FACE,
TYP.
#5 @ 12",
TYP.
5-#5 AS SHOWN,
TYP.
#5 @ 12"
(TYP)
CROSS SLOPE SEE P3206
B
-
A
-
SEE P1201 FOR
PLATFORM DETAILS
4'
-
0
"
(T
Y
P
)
8"
(T
Y
P
)
2'-1"9'-8 1/2"2'-1"
TOP OF RAIL,
TYP.
10
"
(T
Y
P
)
8"
SECTION
SCALE: 1" = 2'-0"
B
-
SECTION
SCALE: 1" = 2'-0"
A
-
C
-
ENLARGED SLAB DETAIL
SCALE: 2" = 1'-0"
C
-
3"
5/
8
"
1/
2
"
TO TOP OF HYDRONIC
SNOW MELT
SLAB REINFORCEMENT
TO BE LOCATED
DIRECTLY BELOW
HYDRONIC SNOW MELT
HEAT SHIELD
3
3
/
8
"
1/
2
"
NOTES:
1.IF SAW CUT, CARE SHOULD
BE TAKEN TO AVOID
CUTTING HYDRONIC
SNOWMELT.
HYDRONIC
SNOW MELT
HYDRONIC
SNOW MELT,
TYP.
#5 @ 12"
EACH FACE,
TYP.
EXPANSION
JOINT
SEE DETAIL 4
ON P3201, TYP.
SLEEVED AT EXPANSION JOINT
SCALE: 1" = 0'-6"
D
-
EXPANSION JOINT
SEE SHEET P3201
SNOWMELT PIPING
PREVENT CONCRETE
FROM ENTERING
SLEEVE DURING
PLACEMENT
RADIANT SLAB
PROVIDE PVC SLEEVE
THROUGH EXPANSION
JOINT THAT IS A
MINIMUM OF 2 PIPE
SIZES LARGER THAN
HYDRONIC PIPE
A
P4202
B
P4202
SEE P4202 FOR
RAMP DETAILS
RAMP LENGTH 16'-9"
C
P4202
D
P4202
10
'
-
6
"
SEE P4202 FOR
RAMP DETAILS
SEE P3201 FOR CONTROL
JOINT DETAIL, TYP.SEE P3201 FOR EXPANSION
JOINT DETAIL, TYP.
SEE P3201 FOR EXPANSION
JOINT DETAIL, TYP.
1'
-
0
"
(T
Y
P
)
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-P-4-202.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-P-4-202.dwg
P4202
STATION
RAMP FOUNDATION SECTIONS
F. NANNENGA
T. COVEYOU
A. DIGIROLAMO
F. NANNENGA
1" = 2'-0"
01-16-26
13'-10 1/2"
9'-1"2'-0"
(TYP)
4 3/4"
(TYP)
1 12" DEEP DEPRESSED
SLAB SURFACE FOR TACTILE
WARNING STRIP, SEE P3214,
TYP.
#5 @ 12"
EACH WAY
#5 @ 12",
TYP.
#5 @ 12" VERTS.
WITH STD. HOOK
EACH FACE, TYP.
#5 AS SHOWN,
TYP.
2'-7" HOOK ON
OUTSIDE FACE
OF VERTICALS,
TYP.
CROSS SLOPE SEE P3206
4'
-
0
"
VA
R
I
E
S
8"
(T
Y
P
)
2'-1"9'-8 1/2"2'-1"
TOP OF RAIL,
TYP.
10
"
(T
Y
P
)
PLATFORM RAMP - SECTION
SCALE: 1" = 2'-0"
A
-
HYDRONIC
SNOW MELT
#5 @ 12"
EACH FACE,
TYP.
EXPANSION
JOINT
SEE DETAIL 4
ON P3201, TYP.
8"
HYDRONIC
SNOW MELT
RAMP UP
SLOPE: 2%
#5 @ 12", TYP.
2'-7" LAP
(TYP)
1'
-
0
"
(T
Y
P
)
2'-7" HOOK ON
OUTSIDE FACE
OF VERTICALS,
TYP.
PLATFORM RAMP - SECTION
SCALE: 1" = 2'-0"
B
-
19'-0"
8"
2'
-
2
"
(T
Y
P
)
CONSTRUCTION
JOINT, TYP.
5 - #5 AS
SHOWN, TYP.
STATION PLATFORM
SEE P4201 FOR DETAILS
4"
(TYP)
2'-1"
(TYP)
10"
(TYP)
10"
(TYP)
10
"
(T
Y
P
)
#5 @ 12",
TYP.
#5 @ 12" VERTS. WITH STD.
HOOK EACH FACE, TYP.
CONSTRUCTION
JOINT, TYP.
10" (TYP)
8"
HYDRONIC
SNOW MELT
RAMP DOWN
SLOPE: 5.98%
#5 @ 12", TYP.
2'-7" LAP
(TYP)
1'
-
0
"
(T
Y
P
)
2'-7" HOOK ON
OUTSIDE FACE
OF VERTICALS,
TYP.
PLATFORM RAMP - SECTION
SCALE: 1" = 2'-0"
D
-
16'-9"
8"
3'
-
4
"
VA
R
I
E
S
(
T
Y
P
)
VA
R
I
E
S
(T
Y
P
)
CONSTRUCTION
JOINT, TYP.
5 - #5 AS SHOWN,
TYP.
STATION PLATFORM
SEE P4201 FOR DETAILS
4"
(TYP)
2'-1"
(TYP)
12'-7"
10"
(TYP)
10"
(TYP)10
"
(T
Y
P
)
#5 @ 12",
TYP.
#5 @ 12" VERTS. WITH STD.
HOOK EACH FACE, TYP.#5 @ 12"
EACH FACE,
TYP.
10'-6"
#5 @ 12"
EACH WAY
#5 @ 12",
TYP.
#5 @ 12" VERTS.
WITH STD. HOOK
EACH FACE, TYP.
#5 AS SHOWN,
TYP.
2'-7" HOOK ON
OUTSIDE FACE
OF VERTICALS,
TYP.
4'
-
0
"
VA
R
I
E
S
8"
(T
Y
P
)
2'-1"6'-4"2'-1"
10
"
(T
Y
P
)
PLATFORM RAMP - SECTION
SCALE: 1" = 2'-0"
C
-
HYDRONIC
SNOW MELT
#5 @ 12"
EACH FACE,
TYP.
CONSTRUCTION
JOINT, TYP.
10" (TYP)
SEE P3201 FOR CONTROL
JOINT DETAIL, TYP.
MATCH PLATFORM
CROSS SLOPE
LEGEND:
JUNCTION BOX - SIZE AND TYPE AS INDICATED
DIRECTIONAL BORE
POLE NO. - CIRCUIT NO. - LIGHTING CONTROL CABINET1-3-A
TRANSFORMER
EXISTING LIGHT POLE
CONDUIT CONTAINING TELEPHONE/COMMUNICATIONS CABLING
CONDUIT CONTAINING ELECTRICAL POWER WIRING
SERVICE PEDESTAL
LUBRICATOR CABINET ON OCS POLE
LUBRICATOR
OUTLET
SIGNAL SYSTEM HOUSE
LUBRICATOR PVC CONDUIT
SIGNAL CONTROLLER
LUMINAIRES MOUNTED ON STANDARD POLE
RELOCATED LIGHT POLE
JUNCTION BOX TYPE I ELECTRICAL
JUNCTION BOX TYPE I TELEPHONE/COMMUNICATIONS
POWER CONTROL CABINET FOR STATIONS
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-E-0-202.dwg
24-03849
Sheet No.
1/
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GENERAL
S-LINE EXTENSION PROJECT
SL-C-E-0-202.dwg
E0202
PLATFORM ELECTRICAL
LEGENDS, NOTES AND ABBREVIATIONS
A.JAIN
A. JAIN
D.DUZAN
Y.LIU
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-E-0-208.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-E-0-208.dwg
E0208
SUGAR HOUSE STATION PLATFORM
JUNCTION BOX AND TRENCH DETAILS
A.JAIN
A.JAIN
D.DUZAN
Y.LIU
NTS
01-16-26
1.PROVIDE SEALING COMPOUND ON ENDS OF EACH
CONDUIT RUN
2.OTHER JUNCTION BOXES ACCEPTABLE SUBJECT TO
APPROVAL BY OWNER.
3.USE GRANULAR BACKFILL WELL TAMPED AROUND
JUNCTION BOXES.
4.CAST CONDUIT HOLES IN JUNCTION BOX AT THE
TIME OF PRE-CASTING OR DRILL/PUNCH AT THE TIME OF
PLACEMENT WITH NO STRUCTURAL DAMAGE TO THE BOX. ALL
DRILLED HOLES SHALL BE THE SAME DIAMETER AS OUTSIDE
DIAMETER OF CONDUIT.
5.THE TOP OF THE JUNCTION BOX SHALL BE FLUSH WITH
SURROUNDING GRADE OR CONCRETE FLATWORK EXCEPT AS
DIRECTED WHEN AREA IS SUBJECT TO WHEEL LOAD. IF WHEEL
LOAD IS ANTICIPATED, THE JUNCTION BOX SHALL THEN BE
COVERED BY A 1/4'' STEEL PLATE OVERLAPPING
THE JUNCTION BOX BY A MINIMUM OF 1-1/2'' ON ALL SIDES AND A
MINIMUM OF 4'' OF ASPHALT COVER.
6.ALL CONDUIT TO CONTAIN 700 POUND FLAT BRAIDED NYLON PULL
LINE IN ADDITION TO CIRCUIT WIRES.
7.SEAL ALL CONDUIT HOLES USING A RUBBER SLEEVE GASKET AND
EXPANDING FOAM.
8.SEWER ROCK AND GEO-TEXTILE FABRIC FOR ALL JUNCTION
BOXES SHALL BE INCLUDED IN THE SIGNAL INSTALLATION PRICE.
9.REFER TO APWA PLAN NO 255 FOR FURTHER TRENCHING DETAILS.
10.MAINTAIN MINIMUM ON 24'' COVER TO CONDUITS BEHIND TBC AND
MINIMUM OF 36'' COVER TO CONDUITS IN ROADWAY.
11.JUNCTION BOX INSTALLED IN CONCRETE SLABS TO HAVE 1/2''
PREFORMED EXPANSION JOINT FILLER TRIMMED FLUSH WITH
SLAB AND BOX. JOINT SEAL ALL SIDES.
12.ALL CONDUITS TO ENTER BOTTOM HALF OF JUNCTION BOX.
NOTES:
SPECIFICATIONS FOR TYPE I, II, III & D
JUNCTION BOX AND COVER.
A.MADE FROM POLYMER CONCRETE CONSISTING OF SAND AND
AGGREGATE BOUND TOGETHER WITH A POLYMER RESIN.
B.NON-SKID SURFACE 0.50 COEFFICIENT.
C.MINIMUM WALL THICKNESS 1/2''.
D.SUPPORT WHEEL LOAD OF 12,000 LBS. AND A MAXIMUM DEFLECTION
OF 1/2'' WITH 8,000 LBS. LOAD USING 10'' X 10'' LOAD.
E.LOGO AREA:
1.SIGNAL USE LOGO 'SIGNAL'.
2.LIGHTING USE LOGO 'STREET LIGHTING'.
3.INTERCONNECT USE LOGO 'SIGNAL'.
4.POWER BOXES USE LOGO 'POWER'.
F.SHALL COMPLY WITH THE FOLLOWING AVERAGE PHYSICAL AND
CHEMICAL PROPERTIES:
PROPERTIES ASTMPOLYMER
TENSILE STRENGTH C-496 1,700 PSI
FLEXURAL STRENGTH D790 7,500 PSI
IMPACT RESISTANCE D-2444 72 FT./LBS.
COMPRESSIVE STRENGTH C-1091 11,000 PSI
EFFECT OF ACIDS D543 VERY RESISTANT
EFFECT OF ALKALIES D543 VERY RESISTANT
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-E-0-209.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-E-0-209.dwg
E0209
PLATFORM ELECTRICAL
SUGAR HOUSE STATION PLATFORM
TVM BASE, CALL BOX, AND CARD READER DETAILS
A.JAIN
A.JAIN
D.DUZAN
Y.LIU
NTS
01-16-26
0.1
0
4
2
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-E-0-210.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-E-0-210.dwg
E0210
PLATFORM ELECTRICAL
PLATFORM LIGHT INSTALLATION AND
POLE FOUNDATION DETAILS
A.JAIN
A.JAIN
D.DUZAN
Y.LIU
NTS
01-16-26
214+00 215+00
214+00 215+00
PI
T
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2
1
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+
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3
PS
N
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+
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.
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PO
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=
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2
1
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+
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.
1
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EN
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D
D
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2
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+
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.
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6
PI
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2
1
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+
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PS
N
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2
1
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+
7
6
.
2
9
PO
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=
E
B
2
1
5
+
8
5
.
2
9
EN
D
D
F
BE
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I
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M
B
E
D
D
E
D
EB
2
1
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+
7
8
.
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7
EN
D
P
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D
X
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2
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+
8
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.
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2
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2
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+
7
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2
EN
D
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A
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B
WB
2
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+
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A
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B
EB
2
1
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+
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1
.
1
1
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-E-1-205.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-E-1-205.dwg
E1205
SUGAR HOUSE STATION PLATFORM
ELECTRICAL PLAN
A.JAIN
A.JAIN
D.DUZAN
Y.LIU
1"=10'
01-16-26
A 1-2"C (4-#10 XHHW & 1-#10 GND)
FOR PASSENGER INFORMATION SIGN
1-2"C (2-#10 XHHW & 1-#10 GND)
FOR TICKET VENDING MACHINE
1-2"C (8-#10 XHHW & 1-#10 GND)
FOR LIGHTING
1-2"C (2-#10 XHHW & 1-#10 GND)
FOR CALL BOX/TELEPHONE
1-2"C (4-#10 XHHW & 1-#10 GND)
FOR CARD READER
1-2"C (SPARE)
A1 2-1/2"C (2-#8 XHHW EACH)
FOR SNOWMELT (HEAT TRACE FOR
CANOPY AND RAIN GUTTERS)
B 2-2"C (1-SPARE)
FOR CALLBOX/TELEPHONE
2-2"C (1-SPARE)
FOR COMMUNICATIONS
REFERENCE NOTES
1 CARD READER
2 LIGHT POLE
3 SIGN KIOSK
4 TICKET (FARE) VENDING MACHINE (TVM)
5 CALL BOX
6 PASSENGER INFORMATION SIGN
NOTES:
1. LOCATE UTA SYSTEM CONDUITS/JUNCTION BOXES ON
TRACK SIDE OF PLATFORM AND POWER CONDUIT/JUNCTION
BOXES ON OUTSIDE OF PLATFORM.
2. PULL BOXES AND CONDUITS ARE ILLUSTRATED
SCHEMATICALLY. PLACE PULL BOXES OUT OF PLATFORM
WALKING PATH.
3. INSTALL EMPTY 2" COMMUNICATION CONDUIT WITH PULL
CORD FROM NEAREST PULL BOX TO CANOPY SUPPORT
COLUMN FOR FUTURE INSTALLATION OF SECURITY
CAMERAS.
4. PASSENGER INFORMATION SIGN TO BE WIRED THROUGH
CANOPY
5. REFER TO SHEETS E0208, E0209 AND E0210 FOR PLATFORM
PULL BOX AND EQUIPMENT INSTALLATION DETAILS.
6. THE HYDRONIC PIPING ROUTING AND LOCATION OF
SNOWMELT MANIFOLD BOX IS SHOWN FOR REFERENCE
ONLY, REFER TO P3214, P3215, AND VENDOR DRAWING FOR
ACTUAL DESIGN AND INSTALLATION.
7. THE ACTUALLY INSTALLATION OF TEMPERATURE
SENSOR SHOULD BE COORDINATED WITH HYDRONIC PIPES
DESIGN BY OTHERS FOR LOCATIONS AND QUANTITIES.
8. THE CONDUIT TO PASSENGER INFORMATION SIGN VIA
CANOPY COLUMN.
POWER
CONTROL
CABINET
PLATFORM
TELEPHONE/CALLBOX
COMMUNICATIONS
TO FUTURE QWEST SERVICE LOCATION
FROM ROCKY MOUNTAIN
POWER SERVICE LOCATION
NORTH
PLATFORM
POWER TVM
LIGHTING
SNOWMELTING
TYPE III BOX
ATS240 VOLTS
DISTRIBUTION
NETWORK
DATA &
PHONES
PANEL "L1"
SNOW
MELT
PANEL "P1"
PLATFORM
SNOW
BOILER
HORIZ SCALE IN FEET
0 10 20510
(1" = 10')
B
SUGAR HOUSE
STATION PLATFORM
3 2
1
4
5
1
6
2
1-2" PVC
1-1 1/2" PVC
1-2" PVC
1-2" PVC
1-1 1/2" PVC 1-2" PVC
2-1 1/2 " PVC
6-2" PVC
POWER
2-2" PVC
SENSOR
8-2" PVC
SENSOR
1-1 1/2 " PVC
3-2" PVC
POWER
TYPE III JUNCTION BOX(TYP) FOR SENSOR
NOTE-1
TYPE II JUNCTION BOX(TYP) FOR CALL
BOX/TELEPHONE COMMUNICATION
TYPE III JUNCTION BOX (TYP) FOR POWER
A
A1
1-1 1/2 " PVC
5-2" PVC
POWER
REFER TO SHEET
E3207 FOR PCC
DETAIL
4-2" PVC
COMM
3-2" PVC
COMM2-2" PVC
COMM
SEE NOTE 5
(TYP)6
1-2" PVC
TYPE II BOX
PLATFORM CANOPY DOWNSPOUT SENSORS
PLATFORM CONCRETE TEMPERATURE SENSOR
(DEDICATED CONDUIT END ENCASED IN CONCRETE WITHIN 25' OF
ALERTON PANEL)
2-3" CONDUIT FOR 2" PEX TUBING
HYDRONIC PIPING SEE NOTE 6
FUTURE 2-2" PEX TUBING
NO CONDUIT, NOTE 6
FUTURE 2" PEX TUBING
NO CONDUIT, NOTE 6
SNOWMELT MANIFOLD BOX
SEE P3215 FOR DETAIL
TYPE II JUNCTION BOX(TYP) FOR SENSOR
TYPE II JUNCTION BOX (TYP) FOR SENSOR
NOTE 7
1-2" PVC CONDUIT FOR TEMPERATURE SENSOR
2-2" PVC CONDUIT FOR TEMPERATURE SENSOR
3-2" PVC CONDUIT FOR TEMPERATURE SENSOR
TYPE II JUNCTION BOX(TYP) FOR SENSOR
NOTE 7
TYPE II JUNCTION BOX(TYP) FOR SENSOR
NOTE 7
3-2" PVC CONDUIT FOR TEMPERATURE SENSOR
2-2" PVC CONDUIT FOR TEMPERATURE SENSOR
SNOWMELT MANIFOLD BOX
SEE P3215 FOR DETAIL
NOTE 6
NOTE 6
NOTE 8
INCOMING UTILITY METER
NOTE 7
TYPE II JUNCTION BOX (TYP) FOR SENSOR
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-E-8-204.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
E8204
PLATFORM ELECTRICAL
SUGAR HOUSE STATION PLATFORM
PANEL SCHEDULE
A.JAIN
A.JAIN
D.DUZAN
Y.LIU
NTS
01-16-26
1.LOADS SHOWN ON SNOW MELT PANEL ARE INDICATIVE.
COORDINATE WITH SNOW MELT SYSTEM SUPPLIER FOR
FINAL LOADS.
2.STATION PLATFORM IS PROVIDED WITH HYDRONIC SNOW
MELTER SYSTEM. CANOPY ROOF HAS HEAT TRACE SYSTEM
3.CIRCUIT BREAKER SUPPLYING POWER TO HEAT TRACING
SHALL BE EQUIPPED WITH 30A MINIMUM GROUND-FAULT
EQUIPMENT PROTECTION.
NOTES:
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-W-0-001.dwg
24-03849
Sheet No.
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GENERAL
S-LINE EXTENSION PROJECT
SL-C-W-0-001.dwg
W0001
GENERAL NOTES, STANDARD SYMBOLS
AND ABBREVIATIONS
A. ALY
S. JOSHI
W. ABBASSI
W. ABBASSI
NTS
01-16-26
GENERAL NOTES, STANDARD SYMBOLS AND ABBREVIATIONS
CM CONCRETE MATERIALS
CM-1.CONCRETE MIX DESIGN, PLACEMENT, AND CURING SHALL BE IN ACCORDANCE WITH ACI 301.
CM-2.USE A MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH OF 4,000 PSI UNLESS NOTED OTHERWISE.
CM-3 FOR CONCRETE MIXTURES BEING USED FOR MASS CONCRETE, CONTRACTOR SHALL ADJUST
CEMENTITIOUS MATERIAL CONTENT AND TAKE OTHER MEASURES TO MAINTAIN MAXIMUM TEMPERATURE
IN CONCRETE, AS PER ACI 207.1.
CM-4 CONCRETE SHALL BE CURED ACCORDING TO ACI 308.1. CONCRETE SHALL BE PROTECTED FROM LOSS OF
MOISTURE FOR NOT LESS THAN SEVEN DAYS AFTER PLACEMENT AND WITH NECESSARY PROTECTION
FOR COLD OR HOT WEATHER PLACEMENT.
CM-5 THE USE OF CALCIUM CHLORIDE AND OTHER CHLORIDE-CONTAINING AGENTS IS PROHIBITED. THE USE
OF RECYCLED CONCRETE IS PROHIBITED. PLACEMENT WITHIN/CONTACT BETWEEN ALUMINUM ITEMS
(INCLUDING ALUMINUM CONDUIT) AND CONCRETE IS PROHIBITED.
CM-6 ALL PERMANENTLY EXPOSED CONCRETE EDGES SHALL HAVE A 3/4" CHAMFER UNLESS NOTED
OTHERWISE.
CM-7 CONSULT MECHANICAL AND ELECTRICAL DRAWINGS (FILED UNDER A SEPARATE APPLICATION) FOR
OPENINGS AND EMBEDDED ITEMS SUCH AS FLOOR DRAIN SYSTEMS, CONDUIT, ETC.
CM-8 OBSERVABLE CRACKS SHALL BE REPORTED TO THE ENGINEER OF RECORD TO DETERMINE CAUSE AND
APPROPRIATE REPAIR PROCEDURE.
CM-9 PERFORM CONCRETE TESTING IN ACCORDANCE WITH SPECIFICATIONS.
RE CONCRETE REINFORCEMENT
RE-1.REINFORCING BAR STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 60DEFORMED
BARS UNLESS NOTED OTHERWISE. WELDED WIRE REINFORCEMENT SHALL CONFORM TO THE
REQUIREMENTS OF ASTM A1064. MILL TEST CERTIFICATES SHALL BE PROVIDED IN ACCORDANCE WITH
SPECIFICATIONS.
RE-2.FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1
AND ACI 301.
RE-3 CHAIRS, SPACERS, STANDEES, AND CARRIER BARS SHALL BE SIZED, SPACED, AND PLACED TO PROVIDE
THE REQUIRED SPACING, ALIGNMENT, AND CLEARANCES OF REINFORCING. CARRIER BARS SHALL NOT
BE USED AS PRIMARY REINFORCING BARS.
RE-4 REINFORCING BAR LAP SPLICES NOT OTHERWISE INDICATED SHALL BE ACI CLASS B. WELDED WIRE
REINFORCEMENT SHALL BE LAPPED ONE PANEL PLUS TWO INCHES MINIMUM.
RE-5 WHERE A 90-DEGREE, 135–DEGREE, OR 180-DEGREE HOOK IS GRAPHICALLY INDICATED, PROVIDE
CORRESPONDING ACI 318-14 STANDARD HOOKS UNLESS NOTED OTHERWISE.
RE-6 DOWELS SHALL MATCH SIZE AND SPACING OF MAIN REINFORCEMENT UNLESS NOTED OTHERWISE.
RE-7 REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE.
RE-8 ALL BENDING OF REINFORCEMENT SHALL BE DONE COLD.
RE-9 PROVIDE MECHANICAL SPLICES FOR BARS LARGER THAN #11 OR WHERE INDICATED. ALL MECHANICAL
SPLICES SHALL BE APPROVED BY THE ENGINEER OF RECORD.
RE-10 PROVIDE MIN CONCRETE COVER OVER REINFORCING STEEL AS FOLLOWS UNLESS NOTED OTHERWISE:
CONCRETE EXPOSURE MEMBER REINFORCEMENT SPECIFIED COVER, IN.
CAST AGAINST AND
PERMANENTLY IN CONTACT
WITH GROUND
ALL ALL 3
EXPOSED TO WEATHER OR
IN CONTACT WITH GROUND ALL
#6 THROUGH
#18 BARS 2
#5 BAR, W31 OR D31 WIRE
AND SMALLER 1-1/2
NOT EXPOSED TO WEATHER
OR IN CONTACT WITH
GROUND
SLABS, JOISTS, AND
WALLS
#14 AND #18 BARS 1-1/2
#11 BAR AND SMALLER 1 1/2 UNO
BEAMS, COLUMNS,
PEDESTALS, AND
TENSION TIES
PRIMARY REINFORCEMENT,
STIRRUPS, TIES, AND
HOOPS
1-1/2
GN GENERAL REQUIREMENTS:
GN-1.THE DESIGN DRAWINGS ARE NOT TO BE CONSIDERED ALL INCLUSIVE, AND IT IS THE FIELD PERSONNEL'S
RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING
WITH FOUNDATION INSTALLATION OR ANY OTHER CONSTRUCTION. ANY DISCREPANCIES FOUND BETWEEN
THE DESIGN DRAWINGS AND THE ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF
THE ENGINEER OF RECORD FOR REEVALUATION BEFORE PROCEEDING WITH WORK.
GN-2.IN CASE OF CONFLICT BETWEEN DESIGN DRAWINGS AND SPECIFICATIONS, THE ENGINEER OF RECORD
SHALL BE NOTIFIED TO OBTAIN CLARIFICATION PRIOR TO PROCEEDING WITH WORK.
GN-3 ONLY USE DIMENSIONS INDICATED ON THE DESIGN DRAWINGS. DO NOT SCALE DESIGN DRAWINGS.
GN-4 STRUCTURES HAVE BEEN DESIGNED TO BE STABLE IN THEIR FINAL STATE.
CONTRACTOR TO ENGAGE A QUALIFIED ENGINEER FOR ALL TEMPORARY CONDITIONS. ERECTION AIDS,
LIFTING DEVICES, ETC. ARE NOT SHOWN AND ARE THE RESPONSIBILITY OF THE ERECTOR’S ENGINEER OR
AS APPROVED BY THE ENGINEER OF RECORD.
NOTES:
RETAINING WALL GENERAL NOTES:
1.DESIGN SPECIFICATIONS:
UT BUILDING CODE, 2021
ACI 318-19
ASCE 7-16
AASHTO LRFD DESIGN SPECIFICATIONS FOR HIGHWAY BRIDGES, 2021
2.COMPRESSIVE STRENGTH OF CONCRETE FOR RETAINING WALL AT 28 DAYS F'C=4000 PSI.
3.ALL SHOP DRAWINGS SUBMITTED FOR THE PROJECT SHALL BE IN U.S. CUSTOMARY UNITS.
4.INSTALLATION OF RETAINING WALLS TO BE COORDINATED WITH EXISTING AND PROPOSED UTILITIES,
DRAINAGE, ITS UTILITIES, AND WZTC.
FOUNDATION NOTES:
5.THE FOLLOWING INFORMATION WAS USED IN THE DESIGN OF THE RETAINING WALLS:
A.FREE DRAINING BACKFILL:
UNIT WEIGHT = 120 LB/FT3
FRICTION ANGLE = 30-34
SEISMIC PEAK GROUND
ACCELERATION (PGA) = 0.64G
B.
UNIT WEIGHT = 120 LB/FT3
FRICTION ANGLE = 32
BEARING RESISTANCE = 2500 LB/FT2
FRICTION FACTOR = 0.45
6.DESIGN VALUES SHALL BE FIELD VERIFIED BY QUALIFIED GEOTECHNICAL ENGINEER.
SUBSTRUCTURE NOTES:
7.ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A615 GRADE 60.
8.BOTTOM OF EXCAVATION TO BE COMPACTED. ANY LOCALIZED UNSTABLE AREAS TO BE STABILIZED AS
DIRECTED BY SITE ENGINEER.
9.ALL CONSTRUCTION JOINTS SHALL BE PROVIDED WITH SHEAR KEYS AND WATERSTOPS.
RE-11 PROVIDE SPLICES, DEVELOPMENT, AND STANDARD HOOKS AS FOLLOWS UNLESS NOTED OTHERWISE:
REINFORCING STEEL SPLICE CHART FOR F'C = [4000 PSI] - EPOXY COATED
SPLICE LENGTH (CLASS B)DEVELOPMENT LENGTH DEVELOPMENT
LENGTH FOR
STANDARD HOOKS
LENGTH OF
STANDARD HOOKSBAR SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS
#3 29"22"22"17"7"7"
#4 39"30"30"23"9"9"
#5 48"36"37"28"11"11
#6 57"44"44"34"13"14"
#7 85"65"65"50"15"16"
#8 96"74"74"57"17"18"
#9 108"83"83"64"19"23"
#10 122"94"94"72"22"25"
#11 135"104"104"80"24"28"
4365
4370
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STA 2+04.52, EL 4371.30
STA 2+51.98, EL 4373.21 STA 3+45.78, EL 4374.08
214+00 215+00
214+00 215+00
1+50 2+00 2+50
3+00
WB
2
1
3
+
6
0
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PO
B
R
W
1
1
+
0
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.
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=
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2
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5
+
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+
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+
7
7
.
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.
3
7
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WB 21
5
+
8
4
.
1
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4.61 L
TPOE R
W
1
3
+
4
5
.
7
8
=
RW
1
2
+
8
1
.
3
6
RW
1
2
+
9
9
.
1
3
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-W-1-201.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-W-1-201.dwg
W1201
RETAINING WALL 1
SITUATION AND LAYOUT
S. JOSHI
S. JOSHI
W. ABBASSI
W. ABBASSI
AS SHOWN
01-16-26
TOP OF WALL
WB TRACK
TOP OF RAIL
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
WB TRACK ℄
23
'
RETAINING WALL 1 AT
BACK OF WALL
EB TRACK ℄
ELEVATION AT TOP OF
RETAINING WALL 1 (TYP)
FINISHED GROUND
AT BACK OF WALL
SCALE: 1" = 20'
RETAINING WALL 1 - PLAN
DEVELOPED ELEVATION
(HANDRAIL NOT SHOWN)
NOTES:
1.HANDRAILS ARE NOT SHOWN.
2.HANDRAILS ARE REQUIRED ON BOTH SIDES OF RAMPS
WITH RISE OF 6" OR MORE.
3.HANDRAIL HEIGHT SHALL ADHERE TO ADA STANDARDS
405.8 AND 505.
4.SEE SHEET C3005 FOR DETAILS.
TOP OF FOUNDATION
2'
-
0
"
MI
N
1'
-
0
"
FOUNDATION LIMITS
FOR RETAINING WALL 1
5.
5
0
'
FOUNDATION LIMITS
FOR RETAINING WALL 2
NOTCHED FOUNDATION
SEE DWG W3001 FOR DETAILS
12.00'
13.50'
7.
0
0
'
5.
5
0
'
214+00 215+00
214+00 215+00
ANGLE POINT
RW2 2+60.91
AN
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P
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RW
2
2
+
3
6
.
7
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36
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+
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+
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1
STA 1+29.70, EL 4373.30
STA 1+69.16, EL 4373.90
STA 2+10.65, EL 4374.69 STA 3+01.78, EL 4375.93
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-W-1-202.dwg
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S-LINE EXTENSION PROJECT
SL-C-W-1-202.dwg
W1202
RETAINING WALL 2
SITUATION AND LAYOUT
S. JOSHI
S. JOSHI
W. ABBASSI
W. ABBASSI
H: 1" = 20' V: 1" = 5'
01-16-26
TOP OF WALL
TOP OF PEDESTRIAN
SIDEWALK
RETAINING WALL 2
AT BACK OF WALL
WB TRACK ℄
23
'
EB TRACK ℄
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
ELEVATION AT TOP OF
RETAINING WALL 2 (TYP)
FINISHED GROUND
AT BACK OF WALL 2
SCALE: 1" = 20'
RETAINING WALL 2 - PLAN
DEVELOPED ELEVATION
(HANDRAIL NOT SHOWN)
NOTES:
1.HANDRAILS ARE NOT SHOWN.
2.HANDRAILS ARE REQUIRED ON BOTH SIDES OF RAMPS
WITH RISE OF 6" OR MORE.
3.HANDRAIL HEIGHT SHALL ADHERE TO ADA STANDARDS
405.8 AND 505.
4.SEE SHEET C3005 FOR DETAILS.
TOP OF FOUNDATION
2'
-
0
"
MI
N
1'
-
0
"
FOUNDATION LIMITS
FOR RETAINING WALL 2
5.
5
0
'
7.
0
0
'
9.
0
0
'
FOUNDATION LIMITS
FOR RETAINING WALL 1
NOTCHED FOUNDATION
SEE DWG W3001 FOR DETAILS
13.50'
12.00'
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-W-3-001.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-W-3-001.dwg
W3001
WALL DETAILS
A. ALY
S. JOSHI
W. ABBASSI
W. ABBASSI
H: 1" = 20' V: 1" = 5'
01-16-26
NTS
RETAINING WALL - DIMENSIONS
NTS
RETAINING WALL - REINFORCEMENT
PGL
H
F
C B
W
OFFSET FROM WB TRACK CL = VARIES (10'-2" TO 20'-4 3/8")
OFFSET FROM EB TRACK CL = 12'-1/2"
1'-0"
BACK FACE
ROUGHENED
CONSTRUCTION JOINT
FRONT
FACE
#4 @18" OC VERT.
BAR B HORIZ.
#4 @ 18" OC
HORIZ.
BAR G T&B TRANSVERSE
REINFORCEMENT
BAR A VERT. WITH STANDARD HOOK
BAR D
BAR E
RETAINING WALL - DIMENSIONS
DESIGN
H W B C F
H-VARIES
BARS A BARS B BARS D BARS E BAR G
BAR S
BASE
SHEAR
REINFFROMTO
6'-0"5'-6"4'-0"1'-6"1'-4"2'-1"6'-0"#5@12"#4@9"#5@10"#5@10"#4@12"-
8'-0"7'-0"4'-6"2'-6"1'-6"6'-0"8'-0"#6@12"#4@12"#6@12"#6@12"#4@12"-
10'-0"9'-0"6'-0"3'-0"1'-6"8'-0"10'-0"#6@9"#4@12"#6@12"#6@12"#4@12"-
12'-0"12'-0"8'-6"3'-6"1'-6"10'-0"12'-0"#7@6"#5@12"#7@12"#7@12"#5@12"#4@7"
2" Ø DRAINS @ 10' MAX CENTER TO
CENTER (SLOPE 4% TO DRAIN)
1'
-
0
"
T
Y
P
.
HANDRAIL
APPLY DAMPPROOFING TO BACK OF
WALL AND TOP OF FOOTING HEEL
EXTEND DRAINAGE CORE TO 1'-6" (MAX)
BELOW FINISHED GRADE
℄
TRACK
6"
C
L
R
NOTES:
1.ALL REINFORCEMENT BARS SHALL BE EPOXY-COATED.
PLASTIC DRAINAGE CORE WITH GEOTEXTILE
(DRAINAGE) (CLASS 2) (CONT ALONG WALL)
WEEP HOLE &
DRAINAGE CORE
2"
2"
ROUGHENED CONC.
SURFACE
2'
-
0
"
BAR S SHEAR REINFORCEMENT
2'
-
0
"
M
I
N
3"
C
L
R
3" CLR
1'
-
0
"
T
Y
P
.
FINISHED GRADE
WALL CONTROL LINE
NTS
DETAIL AT FOUNDATION NOTCH
RETAINING WALL FOOTING
OCS FOUNDATION
3" MIN. GAP ON
ALL SIDES, TYP.
BAR TO MATCH BAR G
TOP & BOTTOM
2'
-
6
"
TY
P
.
3'-0" MIN.
BEND "G" BAR 90 DEGREES
TOP & BOTTOM STEM WALL ABOVE
NTS
SECTION AT TYPICAL WALL FOOTING TRANSITIONS
NTS
TYPICAL PENETRATION REINFORCING DETAIL THROUGH WALL
WALL STEM REINF. NOT
SHOWN FOR CLARITY
TOP OF FOOTING.
SEE WALL ELEVATIONSSE
E
W
A
L
L
EL
E
V
A
T
I
O
N
S
ADD'L EDGE BAR @12"
SIZE TO MATCH BAR "D"
ADD'L BARS @12"
SIZE TO MATCH BAR "E"
ADD'L BARS SIZE AND
SPACING TO MATCH BAR "G"
1
1
2'-0"
RETAINING
WALL STEM
ADD'L BARS EF.
SIZE TO MATCH
WALL REINFORCING
PIPE SLEEVE
WITH FLANGE
COLLAR
6" MIN
ld TYP
ld T
Y
P
WALL
REINFORCING
SEALANT
ELEVATION SECTION
ldh
N
E
A
R
ED
G
E
S
,
T
Y
P
ADDITIONAL
REINFORCEMENT,
EACH FACE
FOOTING REINFORCEMENT
SEE SCHEDULE
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-0-100.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-0-100.dwg
U0100
UTILITIES
GENERAL NOTES
D. TREADWELL
D. TREADWELL
R. NANNENGA
D. TREADWELL
NTS
01-16-26
GENERAL UTILITY NOTES:
1.UTILITIES TO BE INSTALLED PER APWA STANDARDS AND SPECIFICATIONS
2.EXISTING UTILITIES SHOWN IN PLANS AND PROFILES ARE BASED ON AS-BUILT INFORMATION, INFORMATION FROM 3RD PARTY
FRANCHISEES, FIELD SURVEY DATA, AND TEST HOLE DATA. CONTRACTOR TO BE VERIFY LOCATIONS AND ELEVATIONS PRIOR TO WORK.
3.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF TRACK FOUL ZONE. ANY FUTURE WORK WITHIN THESE LIMITS REQUIRES
APPROVAL FROM UTA.
4.REFER TO MAINTENANCE AGREEMENT BETWEEN UTA AND CITY IN CASE FUTURE MAINTENANCE OF UTILITIES TO REMAIN IS REQUIRED.
5.EXISTING BUILDINGS, DRIVEWAYS, UTILITY SERVICES, AND LANDSCAPING ON THE CRA PROPERTY ARE TO BE DEMOLISHED AND EXISTING
WATER, SEWER, STORMWATER, AND GAS SERVICES ARE TO BE REMOVED BACK TO MAIN. UTILITIES ARE TO REMAIN IN PLACE UNTIL
BUILDING DEMOLITION BEGINS.
6.PROTECT THE EXISTING JORDAN AND SALT LAKE CANAL IN PLACE. NO WORK IS ALLOWED WITHIN 33 LF OF CANAL CENTERLINE FROM
MARCH 1ST TO OCTOBER 1ST.
7.1" WATER METER AND VAULT(S) TO BE INSTALLED PER APWA STANDARD PLAN 521
8.2" WATER METER AND VAULT(S) TO BE INSTALLED PER APWA STANDARD PLAN 522
9.BACKFLOW PREVENTER(S) TO BE INSTALLED PER APWA STANDARD PLAN 631.1
10.FIRE HYDRANT(S) TO BE INSTALLED PER APWA STANDARD PLAN 511
11.DUCTILE IRON PIPE WITH MECHANICAL JOINTS PER ANSI C110, C150, AND C51. PROVIDE PIPE IN 18' LENGTHS. MAXIMUM DEFLECTION OF 4
DEG 16' 48" (16" PER 18' LENGTH) PER AWWA M41, FIGURE 4-21
12.TRENCH FOR DIP AND HDPE PIPE TO BE PER AWWA M51, FIGURE 4-2. UNTREATED BASE COURSE FOR HAUNCHING AND BEDDING TO BE
PER APWA PLAN 382
13.A MINIMUM OF 5' COVER TO TOP OF PIPE IS REQUIRED
14.ALL HDPE PIPE TO BE SDR11
15.ALL CASINGS TO INCLUDE POLYTHYLENE MODEL CI CASING SPACERS AT 5' ON CENTER SPACING FROM ADVANCE PRODUCTS AND
SYSTEMS OR APPROVED EQUAL. SPACER SHOE HEIGHT SHOWN ON PLANS.
16.CARRIER PIPE IS TO BE CENTERED WITHIN CASING
17.NO ANNULAR FILL WITHIN CASINGS
18.CASINGS SHALL INCLUDE AMCE MOLDED CONE END SEALS FROM ADVANCE PRODUCTS AND SYSTEMS OR APPROVED EQUAL
201+80
202+00
203+00
204+00
205+00
206+0
0
203+00
204+00
205+00
206+0
0
S
M
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A
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D
S
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T
SUGARMO
N
T
D
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I
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E
SIMPSO
N
A
V
E
SUGARMO
N
T
D
R
I
V
E
x
x
x
x
x
x
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-201.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-1-201.dwg
U1201
EXISTING UTILITY PLAN
WB STA 201+80.27 TO WB STA 206+50
D. TREADWELL
T. COVEYOU
F. NANNENGA
A. DIGIROLAMO
1" = 20'
01-16-26
MA
T
C
H
L
I
N
E
:
S
T
A
2
0
6
+
5
0
SE
E
D
W
G
U
1
2
0
2
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
FAIRMON
T
S
T
A
T
I
O
N
1 018UFO01
1 026UFO11
115UFO006 105DIP010
310UFO017
104UGE002
105DIP002
104OHP002
1 001PVC05
1 002PVC05
1 007UFO15
1 003PVC05
4 002CMP05
3 001UGT08
1 001OHP04
1 005UFO16 308UFO023
301UFO003
311UFO001
316UFO002
104UGE001
3 017PTR02
1 005DIP05
1 003DIP05
1 004DIP05
405CMP003
105DIP006 CABLE T.V. BOX
ELECTRIC BOX
GAS METER
STREET LIGHT BOX
WATER METER
TRAFFIC SIGNAL BOX
TELEPHONE BOX
WATER BOX
FIBER OPTIC BOX
UTILITY BOX
IRRIGATION BOX
CLEANOUT
STORM DRAIN MANHOLE
ELECTRIC MANHOLE
UTILITY MANHOLE
SANITARY SEWER MANHOLE
INTERCEPTOR MANHOLE
TELEPHONE MANHOLE
WATER MANHOLE
FIBER OPTIC MANHOLE
MONITORING WELL
WATER VALVE
GAS TEST VALVE
FIRE HYDRANT
BORING LOCATION
STAND PIPE
DROP INLET
LARGE SIGN
SIGN
BOLLARD POST
FLAG POLE
POWER POLE
GUY
AREA LIGHT
STREET LIGHT
STREET LIGHT
TRAFFIC SIGNAL MAST ARM
AND POLE
VAULT: E-ELECTRIC, T-TELEPHONE,
W-WATER
TREE
SYMBOL LEGEND
110UFO016
1 007DIP05
1 008DIP05
UTILITY OWNER CODES:
01 - MCI/VERIZON
02 - ENBRIDGE
03 - QWEST
04 - ROCKY MOUNTAIN POWER
05 - SLC UTILITIES
06 - SOUTH SALT LAKE PW
07 - UDOT
08 - UNKNOWN
09 - UTA
10 - UTOPIA
11 - COMCAST
12 - SALT LAKE IRRIGATION CO.
13 - AT&T
14 - XO COMMUNICATIONS
15 - GOOGLE
16 - LUMEN
PR - PRIVATE
MATERIAL CODES:
BOX - EXISTING RAIL SIGNAL BOX
CIP - CAST IRON PIPE
CMP - CORRUGATED METAL PIPE
CPPR - COPPER
DIP - DUCTILE IRON PIPE
DIT - OPEN DITCH
GUY - BRAIDED STEEL GUY WIRE
MDPE - MEDIUM DENSITY POLYETHELYNE
OFO - OVERHEAD FIBER OPTIC
OHC - OVERHEAD COAXIAL
OHP - OVERHEAD POWER
OHT - OVERHEAD TELEPHONE
PCCP - PRESTRESSED CONCRETE CYLINDER PIPE
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
STL - STEEL
UFO - UNDERGROUND FIBER OPTIC
UGC - UNDERGROUND COAXIAL
UGE - UNDERGROUND ELECTRIC
UGP - UNDERGROUND POWER
UGT - UNDERGROUND TELEPHONE
VCP - VITRIFIED CLAY PIPE
PTR - PLASTIC
ABANDONED WATER
EXISTING SEWER
EXISTING STORM DRAIN
EXISTING WATER
EXISTING UNDERGROUND POWER
EXISTING GAS
EXISTING FIBER OPTIC
EXISTING OVERHEAD POWER
EXISTING TELEPHONE
EXISTING OVERHEAD FIBER OPTIC
LEGEND
x
1 036???05
1 012UFO11
3 039DIP05
3 038DIP05
3 037DIP05
SEE
NOTE 5
NOTES:
1.PROTECT UTILITIES IN PLACE FOR DURATION OF CONSTRUCTION.
2.PROPOSED IMPROVEMENTS ARE NOT SHOWN.
3.REFER TO UTILITY RELOCATION PLANS FOR TREATMENT.
4.REFER TO DRAINAGE PLANS FOR TREATMENT.
5.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF
TRACK FOUL ZONE. WORK WITHIN THESE LIMITS REQUIRES
APPROVAL FROM UTA.
#XX XXXXXXX
UTILITY RUN #
MATERIAL
UTILITY OWNER
NOTE
WB TRACK ℄
EB TRACK ℄
PROPOSED OCS
POLE, TYP.
116UFO001
1 010UFO15
1 001HDPE05
1 019UFO16
1 001PTR02
TH1
TH2
TH3 TH4
TH5
TH6 TH7
TH11
TH9
TH8
TH10
1 015UFO11
1 027UFO11
111UFO029
1 032UFO16
MATCH
L
I
N
E
SEE DW
G
U
1
2
0
4
SIMPS
O
N
A
V
E
SIMPS
O
N
A
V
E
S 1
1
0
0
E
A
S
T
S
T
R
E
E
T
SUGAR
M
O
N
T
D
R
I
V
E
207+0
0
208+
0
0
209+00
210+00
211+0
0
207+0
0
208+
0
0
209+00
210+00
211+0
0
x
x
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-202.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-1-202.dwg
U1202
EXISTING UTILITY PLAN
WB STA 206+50 TO WB STA 211+50
D. TREADWELL
T. COVEYOU
F. NANNENGA
A. DIGIROLAMO
1" = 20'
01-16-26
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
NOTES:
1.PROTECT UTILITIES IN PLACE FOR DURATION OF CONSTRUCTION.
2.PROPOSED IMPROVEMENTS ARE NOT SHOWN.
3.REFER TO UTILITY RELOCATION PLANS FOR TREATMENT.
4.REFER TO DRAINAGE PLANS FOR TREATMENT.
5.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF
TRACK FOUL ZONE. WORK WITHIN THESE LIMITS REQUIRES
APPROVAL FROM UTA.
6.NOT USED
7.LIGHT POLE INCLUDES CELL SIGNAL BOOSTER LOCATED AT ITS
TOP. PROTECT IN PLACE.
8.NOT USED
9.PROPOSED POWER POLE BY OTHERS
CRA
PROPERTY
MA
T
C
H
L
I
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E
:
S
T
A
2
0
6
+
5
0
SE
E
D
W
G
U
1
2
0
1
MA
T
C
H
L
I
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E
:
S
T
A
2
1
1
+
5
0
SE
E
D
W
G
U
1
2
0
3
1 003PVC05
405CMP003
1 004DIP05
1 011DIP05
1 002???02
1 003PTR02
1 010UFO15
1 005UFO16
1 004PTR02
3 021DIP05
304OHP003
305???005
105PCCP004 302???005
305???006
304OHP012
302???007
305???022
304OHP004
305DIP016
102PTR008
304OHP007
302???012
304OHP010
101UFO004
101UFO005
1 011PTR02
305DIP017
1 012DIP05
3 006???02
4 005CMP05
4 004CMP05
3 002OHP04
304OHP005
304OHP006
3 011OHP04
105PVC007
305DIP023
101UFO003
1 013DIP05
305DIP035
311OFO001
308OFO002
SEE NOTE 7
SEE
NOTE 5
CABLE T.V. BOX
ELECTRIC BOX
GAS METER
STREET LIGHT BOX
WATER METER
TRAFFIC SIGNAL BOX
TELEPHONE BOX
WATER BOX
FIBER OPTIC BOX
UTILITY BOX
IRRIGATION BOX
CLEANOUT
STORM DRAIN MANHOLE
ELECTRIC MANHOLE
UTILITY MANHOLE
SANITARY SEWER MANHOLE
INTERCEPTOR MANHOLE
TELEPHONE MANHOLE
WATER MANHOLE
FIBER OPTIC MANHOLE
MONITORING WELL
WATER VALVE
GAS TEST VALVE
FIRE HYDRANT
BORING LOCATION
STAND PIPE
DROP INLET
LARGE SIGN
SIGN
BOLLARD POST
FLAG POLE
POWER POLE
GUY
AREA LIGHT
STREET LIGHT
STREET LIGHT
TRAFFIC SIGNAL MAST ARM AND POLE
VAULT: E-ELECTRIC, T-TELEPHONE, W-WATER
TREE
SYMBOL LEGEND
UTILITY OWNER CODES:
01 - MCI/VERIZON
02 - ENBRIDGE
03 - QWEST
04 - ROCKY MOUNTAIN POWER
05 - SLC UTILITIES
06 - SOUTH SALT LAKE PW
07 - UDOT
08 - UNKNOWN
09 - UTA
10 - UTOPIA
11 - COMCAST
12 - SALT LAKE IRRIGATION CO.
13 - AT&T
14 - XO COMMUNICATIONS
15 - GOOGLE
16 - LUMEN
PR - PRIVATE
MATERIAL CODES:
BOX - EXISTING RAIL SIGNAL BOX
CIP - CAST IRON PIPE
CMP - CORRUGATED METAL PIPE
CPPR - COPPER
DIP - DUCTILE IRON PIPE
DIT - OPEN DITCH
GUY - BRAIDED STEEL GUY WIRE
MDPE - MEDIUM DENSITY POLYETHELYNE
OFO - OVERHEAD FIBER OPTIC
OHC - OVERHEAD COAXIAL
OHP - OVERHEAD POWER
OHT - OVERHEAD TELEPHONE
PCCP - PRESTRESSED CONCRETE CYLINDER PIPE
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
STL - STEEL
UFO - UNDERGROUND FIBER OPTIC
UGC - UNDERGROUND COAXIAL
UGE - UNDERGROUND ELECTRIC
UGP - UNDERGROUND POWER
UGT - UNDERGROUND TELEPHONE
VCP - VITRIFIED CLAY PIPE
PTR - PLASTIC
ABANDONED WATER
EXISTING SEWER
EXISTING STORM DRAIN
EXISTING WATER
EXISTING UNDERGROUND POWER
EXISTING GAS
EXISTING FIBER OPTIC
EXISTING OVERHEAD POWER
EXISTING TELEPHONE
EXISTING OVERHEAD FIBER OPTIC
LEGEND
x
#XX XXXXXXX
UTILITY RUN #
MATERIAL
UTILITY OWNER
NOTE
WB TRACK ℄
EB TRACK ℄
PROPOSED OCS
POLE, TYP.
1PRPVC013
101UFO020
SEE
NOTE
8
SEE NOTE 8
SEE NOTE 9
TH14
TH15
TH16
TH17
316OFO003
115UFO008
111UFO030
111UFO031
116UFO033
1 034UFO16
116UFO035
116UFO036
116UFO037
116UFO039
116UFO038101UFO041
MATCH
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SEE D
W
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1
2
0
4
MATC
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316OFO004
HIG
H
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A
N
D
D
R
I
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E
212+00
213+00 214+00 215+00
212+00
213+00 214+00 215+00
U1203
EXISTING UTILITY PLAN
WB STA 211+50 TO WB STA 215+84.18
D. TREADWELL
T. COVEYOU
F. NANNENGA
A. DIGIROLAMO
1" = 20'
01-16-26
MA
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HORIZ SCALE IN FEET
01020
(1" = 20')
1PRCIP028
3PRDIP030
1PR???011
3 006OHP04
3 009STL02
3 025DIP05
1 013???05
305DIP026
105RCP008
405RCP009
1PRCIP027
1PRVCP010
1PR???012
3 024DIP05
1 008PTR02
1 006RCP05
1 007???05
1 008PVC05
3 033DIP05
1 009???05
101UFO042
108UFO011
3 023DIP05
105RCP010
3,405RCP011
305???032
3PRUGE003
3 004UGEPR
3 029DIPPR
1 031DIPPR
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-203.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
1 010STL02
1
04 UGE 003
1 021UFO16
022UFO16
11 UFO 013
15 UFO 009
NOTE 5
4PR???012
NOTES:
1.PROTECT UTILITIES IN PLACE FOR DURATION OF CONSTRUCTION.
2.PROPOSED IMPROVEMENTS ARE NOT SHOWN.
3.REFER TO UTILITY RELOCATION PLANS FOR TREATMENT.
4.REFER TO DRAINAGE PLANS FOR TREATMENT.
5.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF
TRACK FOUL ZONE. WORK WITHIN THESE LIMITS REQUIRES
APPROVAL FROM UTA.
6.OVERHEAD FIBER OPTIC TO BE RELOCATED BY OTHERS.
7.ABANDONED IN PLACE BY PREVIOUS PROJECT. REMOVE WITHIN
LIMITS OF GUIDEWAY IF DISCOVERED.
CABLE T.V. BOX
ELECTRIC BOX
GAS METER
STREET LIGHT BOX
WATER METER
TRAFFIC SIGNAL BOX
TELEPHONE BOX
WATER BOX
FIBER OPTIC BOX
UTILITY BOX
IRRIGATION BOX
CLEANOUT
STORM DRAIN MANHOLE
ELECTRIC MANHOLE
UTILITY MANHOLE
SANITARY SEWER MANHOLE
INTERCEPTOR MANHOLE
TELEPHONE MANHOLE
WATER MANHOLE
FIBER OPTIC MANHOLE
MONITORING WELL
WATER VALVE
GAS TEST VALVE
FIRE HYDRANT
BORING LOCATION
STAND PIPE
DROP INLET
LARGE SIGN
SIGN
BOLLARD POST
FLAG POLE
POWER POLE
GUY
AREA LIGHT
STREET LIGHT
STREET LIGHT
TRAFFIC SIGNAL MAST ARM
AND POLE
VAULT: E-ELECTRIC,
T-TELEPHONE, W-WATER
TREE
SYMBOL LEGEND
UTILITY OWNER CODES:
01 - MCI/VERIZON
02 - ENBRIDGE
03 - QWEST
04 - ROCKY MOUNTAIN POWER
05 - SLC UTILITIES
06 - SOUTH SALT LAKE PW
07 - UDOT
08 - UNKNOWN
09 - UTA
10 - UTOPIA
11 - COMCAST
12 - SALT LAKE IRRIGATION CO.
13 - AT&T
14 - XO COMMUNICATIONS
15 - GOOGLE
16 - LUMEN
PR - PRIVATE
MATERIAL CODES:
BOX - EXISTING RAIL SIGNAL BOX
CIP - CAST IRON PIPE
CMP - CORRUGATED METAL PIPE
CPPR - COPPER
DIP - DUCTILE IRON PIPE
DIT - OPEN DITCH
GUY - BRAIDED STEEL GUY WIRE
MDPE - MEDIUM DENSITY POLYETHELYNE
OFO - OVERHEAD FIBER OPTIC
OHC - OVERHEAD COAXIAL
OHP - OVERHEAD POWER
OHT - OVERHEAD TELEPHONE
PCCP - PRESTRESSED CONCRETE CYLINDER PIPE
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
STL - STEEL
UFO - UNDERGROUND FIBER OPTIC
UGC - UNDERGROUND COAXIAL
UGE - UNDERGROUND ELECTRIC
UGP - UNDERGROUND POWER
UGT - UNDERGROUND TELEPHONE
VCP - VITRIFIED CLAY PIPE
PTR - PLASTIC
ABANDONED WATER
EXISTING SEWER
EXISTING STORM DRAIN
EXISTING WATER
EXISTING UNDERGROUND POWER
EXISTING GAS
EXISTING FIBER OPTIC
EXISTING OVERHEAD POWER
EXISTING TELEPHONE
EXISTING OVERHEAD FIBER OPTIC
LEGEND
x
#XX XXXXXXX
UTILITY RUN #
MATERIAL
UTILITY OWNER
NOTE
EB TRACK ℄
PROPOSED OCS
POLE, TYP.
7 040DIP05
1 015STL02
1 014STL02
1 013STL02
102STL016
08 UFO 043
08 UFO 024
08 UFO 025
705DIP041
1PRRCP013
1PR???014
1PR???015
4PRRCP014
1PRRCP015
TH24
TH18
TH20
TH19
TH23
TH22
TH21
4PR???016
1 031UFO11
1 039UFO11
040UFO16
1 042PVC05
105PVC043
TH26
TH25
TH27
TH24A
206+0
0
207+
0
0
208+
0
0
206+0
0
207+
0
0
208+
0
0
SIMPSO
N
A
V
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SIMP
S
O
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A
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SUGARMO
N
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D
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x
x
x
x
x
x
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-204.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-1-204.dwg
U1204
EXISTING UTILITY PLAN
SUGARMONT AVENUE AND
CRA PROPERTIES
D. TREADWELL
T. COVEYOU
F. NANNENGA
A. DIGIROLAMO
1" = 20'
01-16-26
MATCHL
I
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SEE DWG
U
1
2
0
2
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
SUGARM
O
N
T
D
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110UFO017
104UGE002
105DIP002
3 01 UFO 003
3 11 UFO 001
102PTR017
4 05 CMP 003
CABLE T.V. BOX
ELECTRIC BOX
GAS METER
STREET LIGHT BOX
WATER METER
TRAFFIC SIGNAL BOX
TELEPHONE BOX
WATER BOX
FIBER OPTIC BOX
UTILITY BOX
IRRIGATION BOX
CLEANOUT
STORM DRAIN MANHOLE
ELECTRIC MANHOLE
UTILITY MANHOLE
SANITARY SEWER MANHOLE
INTERCEPTOR MANHOLE
TELEPHONE MANHOLE
WATER MANHOLE
FIBER OPTIC MANHOLE
MONITORING WELL
WATER VALVE
GAS TEST VALVE
FIRE HYDRANT
BORING LOCATION
STAND PIPE
DROP INLET
LARGE SIGN
SIGN
BOLLARD POST
FLAG POLE
POWER POLE
GUY
AREA LIGHT
STREET LIGHT
STREET LIGHT
TRAFFIC SIGNAL MAST ARM AND POLE
VAULT: E-ELECTRIC, T-TELEPHONE, W-WATER
TREE
SYMBOL LEGEND
UTILITY OWNER CODES:
01 - MCI/VERIZON
02 - ENBRIDGE
03 - QWEST
04 - ROCKY MOUNTAIN POWER
05 - SLC UTILITIES
06 - SOUTH SALT LAKE PW
07 - UDOT
08 - UNKNOWN
09 - UTA
10 - UTOPIA
11 - COMCAST
12 - SALT LAKE IRRIGATION CO.
13 - AT&T
14 - XO COMMUNICATIONS
15 - GOOGLE
16 - LUMEN
PR - PRIVATE
MATERIAL CODES:
BOX - EXISTING RAIL SIGNAL BOX
CIP - CAST IRON PIPE
CMP - CORRUGATED METAL PIPE
CPPR - COPPER
DIP - DUCTILE IRON PIPE
DIT - OPEN DITCH
GUY - BRAIDED STEEL GUY WIRE
MDPE - MEDIUM DENSITY POLYETHELYNE
OFO - OVERHEAD FIBER OPTIC
OHC - OVERHEAD COAXIAL
OHP - OVERHEAD POWER
OHT - OVERHEAD TELEPHONE
PCCP - PRESTRESSED CONCRETE CYLINDER PIPE
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
STL - STEEL
UFO - UNDERGROUND FIBER OPTIC
UGC - UNDERGROUND COAXIAL
UGE - UNDERGROUND ELECTRIC
UGP - UNDERGROUND POWER
UGT - UNDERGROUND TELEPHONE
VCP - VITRIFIED CLAY PIPE
PTR - PLASTIC
ABANDONED WATER
EXISTING SEWER
EXISTING STORM DRAIN
EXISTING WATER
EXISTING UNDERGROUND POWER
EXISTING GAS
EXISTING FIBER OPTIC
EXISTING OVERHEAD POWER
EXISTING TELEPHONE
EXISTING OVERHEAD FIBER OPTIC
LEGEND
x
NOTES:
1.PROTECT UTILITIES IN PLACE FOR DURATION OF CONSTRUCTION.
2.PROPOSED IMPROVEMENTS ARE NOT SHOWN.
3.SEE Y1241 FOR SHARED RMP AND FIBER OPTIC TRENCH (NOT SHOWN)
4.REFER TO DRAINAGE PLANS FOR TREATMENT.
5.EXISTING BUILDINGS, DRIVEWAYS, UTILITY SERVICES, LANDSCAPING ON THE CRA
PROPERTY ARE TO BE DEMOLISHED AND EXISTING WATER, SEWER, STORMWATER,
AND GAS SERVICES WILL BE REMOVED BACK TO MAIN. UTILITIES TO REMAIN IN PLACE
UNTIL BUILDING DEMOLITION BEGINS.
6.REFER TO UTILITY RELOCATION PLANS FOR TREATMENT.
7.FIBER OPTIC TO BE REMOVED BY COMCAST.
8.REMOVE EXISTING POLE.
9.OVERHEAD POWER TO BE REMOVED BY RMP
#XX XXXXXXX
UTILITY RUN #
MATERIAL
UTILITY OWNER
NOTE
MATCH
L
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1
MAT
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101UFO018
111UFO029
6 16 UFO 002
102???017
505???044
311UFO044
301UFO046
116UFO047
311UFO045
311OFO001
304OHP012
316OFO004
711OFO005
904OHP008
TH12
TH13
8
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-205.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-1-205.dwg
U1205
EXISTING UTILITY MATRIX
SHEET 1 OF 4
D. TREADWELL
T. COVEYOU
F. NANNENGA
D. TREADWELL
NTS
01-16-26
UTILITY ID#UTILITY TYPE OWNER
ID#UTILITY OWNER UTILITY RUN MATERIAL UTILITY RUN#IMPACT
PROBABILITY SIZE SHEET EX.
CASING?
EX.
CASING
SIZE
EX. CASING
MATERIAL DESCRIPTION
ASCE
Quality
Level
16-UFO-001 FIBER OPTIC 16 LUMEN COPPER 001 HIGH U1201 PROTECT IN PLACE QLD
16-UFO-002 FIBER OPTIC 16 LUMEN PLASTIC 002 HIGH 1.75"U1201 TEST HOLE #8. RELOCATE.QLD
15-UFO-006 FIBER OPTIC 15 GOOGLE UNDERGROUND FIBER OPTIC 006 LOW U1201 PROTECT IN PLACE QLC
15-UFO-007 FIBER OPTIC 15 GOOGLE UNDERGROUND FIBER OPTIC 007 LOW U1201 PROTECT IN PLACE QLC
11-UFO-012 FIBER OPTIC 11 COMCAST UNDERGROUND FIBER OPTIC 012 U1201 PROTECT IN PLACE QLD
11-UFO-015 FIBER OPTIC 11 COMCAST UNDERGROUND FIBER OPTIC 015 LOW U1201 PROTECT IN PLACE QLD
10-UFO-016 FIBER OPTIC 10 UTOPIA STEEL 016 LOW 6"U1201 TEST HOLE #3; TEST HOLE #7. PROTECT IN PLACE QLC
10-UFO-017 FIBER OPTIC 10 UTOPIA PLASTIC 017 LOW 2"U1201 TEST HOLE #10. PROTECT IN PLACE QLC
01-UFO-018 FIBER OPTIC 01 MCI/VERIZON UNDERGROUND FIBER OPTIC 018 LOW U1201 TEST HOLE #6. PROTECT IN PLACE QLC
16-UFO-019 FIBER OPTIC 16 LUMEN UNDERGROUND FIBER OPTIC 019 LOW U1201 PROTECT IN PLACE QLC
08-UFO-023 FIBER OPTIC 08 UNKNOWN PLASTIC 023 HIGH U1201 TEST HOLE #11. RELOCATE.QLC
11-UFO-026 FIBER OPTIC 11 COMCAST UNDERGROUND FIBER OPTIC 026 LOW U1201 PROTECT IN PLACE QLD
11-UFO-027 FIBER OPTIC 11 COMCAST UNDERGROUND FIBER OPTIC 027 LOW U1201 PROTECT IN PLACE QLD
11-UFO-028 FIBER OPTIC 11 COMCAST UNDERGROUND FIBER OPTIC 028 LOW U1201 PROTECT IN PLACE QLD
11-UFO-029 FIBER OPTIC 11 COMCAST UNDERGROUND FIBER OPTIC 029 LOW U1201 PROTECT IN PLACE QLD
16-UFO-032 FIBER OPTIC 16 LUMEN UNDERGROUND FIBER OPTIC 032 LOW U1201 PROTECT IN PLACE QLD
02-PTR-001 GAS 02 ENBRIDGE PLASTIC 001 HIGH 4"U1201 TEST HOLE #1. PROTECT IN PLACE QLC
02-PTR-017 GAS 02 ENBRIDGE PLASTIC 017 HIGH 5"U1201 TEST HOLE #9. CASING PROPOSED QLB
04-OHP-001 OVERHEAD POWER 04 ROCKY MOUNTAIN POWER OVERHEAD POWER 001 LOW U1201 EAST POLE TO BE RELOCATED BY OTHERS QLB
05-PVC-001 SEWER 05 SLC UTILITIES POLYVINYL CHLORIDE 001 LOW 8"U1201 PROTECT IN PLACE QLC
05-PVC-002 SEWER 05 SLC UTILITIES POLYVINYL CHLORIDE 002 LOW 8"U1201 PROTECT IN PLACE QLC
05-HDPE-001 STORM DRAIN 05 SLC UTILITIES HIGH DENSITY POLYETHELYNE 001 LOW 10"U1201 PROTECT IN PLACE QLD
05-CMP-002 STORM DRAIN 05 SLC UTILITIES CORRUGATED METAL 002 HIGH 12"U1201 CONNECT TO NEW MANHOLE QLC
08-UGT-001 TELEPHONE 08 UNKNOWN UNDERGROUND TELEPHONE 001 LOW U1201 BOX TO BE RELOCATED BY OTHERS QLC
04-UGE-001 UNDERGROUND ELECTRIC 04 ROCKY MOUNTAIN POWER UNDERGROUND ELECTRIC 001 LOW 20"X7"U1201 TEST HOLE #4. PROTECT IN PLACE QLC
04-UGE-002 UNDERGROUND ELECTRIC 04 ROCKY MOUNTAIN POWER UNDERGROUND ELECTRIC 002 LOW 10"x6"U1201 TEST HOLE #6. 4" + 6" CONDUIT. PROTECT IN PLACE QLC
05-DIP-002 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 002 LOW 12"U1201 PROTECT IN PLACE QLD
05-DIP-003 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 003 HIGH 12"U1201 PROTECT IN PLACE QLD
05-DIP-005 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 005 LOW U1201 PROTECT IN PLACE QLB
05-DIP-006 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 006 HIGH 12"U1201 YES 20"METAL TEST HOLE #2. PROTECT IN PLACE.QLB
05-DIP-007 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 007 LOW U1201 PROTECT IN PLACE QLC
05-DIP-008 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 008 LOW U1201 PROTECT IN PLACE QLC
05-DIP-010 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 010 HIGH 12"U1201 TEST HOLE #5. RELOCATE. ASSUMED MATERIAL QLB
05-???-036 WATER 05 SLC UTILITIES UNKNOWN 036 LOW UNKNOWN U1201 PROTECT IN PLACE QLD
05-DIP-037 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 037 HIGH 3"U1201 CONNECT TO EXISITING MAIN QLD
05-DIP-038 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 038 HIGH 4"U1201 PORTION SOUTH OF MAIN TO BE PROTECTED QLD
05-DIP-039 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 039 HIGH 6"U1201 PORTION SOUTH OF MAIN TO BE PROTECTED QLD
01-UFO-003 FIBER OPTIC 01 MCI/VERIZON UNDERGROUND FIBER OPTIC 003 HIGH U1201,
U1202 RELOCATE QLC
16-UFO-005 FIBER OPTIC 16 LUMEN UNDERGROUND FIBER OPTIC 005 HIGH U1201,
U1202 PROTECT IN PLACE QLD
15-UFO-010 FIBER OPTIC 15 GOOGLE UNDERGROUND FIBER OPTIC 010 LOW U1201,
U1202 PROTECT IN PLACE QLD
04-OHP-002 OVERHEAD POWER 04 ROCKY MOUNTAIN POWER OVERHEAD POWER 002 HIGH U1201,
U1202 NORTH POLE AND WIRE TO BE RELOCATED BY OTHERS QLB
05-PVC-003 SEWER 05 SLC UTILITIES POLYVINYL CHLORIDE 003 LOW 8"U1201,
U1202 PROTECT IN PLACE QLC
05-CMP-003 STORM DRAIN 05 SLC UTILITIES CORRUGATED METAL 003 HIGH 12"U1201,
U1202 CONNECT TO NEW MANHOLE QLC
05-DIP-004 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 004 LOW 12"U1201,
U1202 PROTECT IN PLACE QLD
01-UFO-004 FIBER OPTIC 01 MCI/VERIZON UNDERGROUND FIBER OPTIC 004 HIGH U1202 RELOCATE QLC
15-UFO-008 FIBER OPTIC 15 GOOGLE UNDERGROUND FIBER OPTIC 008 LOW U1202 PROTECT IN PLACE QLC
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-206.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-1-206.dwg
U1206
EXISTING UTILITY MATRIX
SHEET 2 OF 4
D. TREADWELL
T. COVEYOU
F. NANNENGA
D. TREADWELL
NTS
01-16-26
UTILITY ID#UTILITY TYPE OWNER
ID#UTILITY OWNER UTILITY RUN MATERIAL UTILITY
RUN#
IMPACT
PROBABILITY SIZE SHEET EX.
CASING?
EX.
CASING
SIZE
EX. CASING
MATERIAL DESCRIPTION
ASCE
Quality
Level
01-UFO-020 FIBER OPTIC 01 MCI/VERIZON UNDERGROUND FIBER OPTIC 020 LOW U1202 PROTECT IN PLACE QLC
11-UFO-030 FIBER OPTIC 11 COMCAST UNDERGROUND FIBER OPTIC 030 LOW U1202 PROTECT IN PLACE QLD
16-UFO-033 FIBER OPTIC 16 LUMEN UNDERGROUND FIBER OPTIC 033 LOW U1202 PROTECT IN PLACE QLD
16-UFO-034 FIBER OPTIC 16 LUMEN UNDERGROUND FIBER OPTIC 034 LOW U1202 PROTECT IN PLACE QLD
16-UFO-035 FIBER OPTIC 16 LUMEN UNDERGROUND FIBER OPTIC 035 LOW U1202 PROTECT IN PLACE QLD
16-UFO-036 FIBER OPTIC 16 LUMEN UNDERGROUND FIBER OPTIC 036 LOW U1202 PROTECT IN PLACE QLD
16-UFO-037 FIBER OPTIC 16 LUMEN UNDERGROUND FIBER OPTIC 037 LOW U1202 PROTECT IN PLACE QLD
16-UFO-038 FIBER OPTIC 16 LUMEN UNDERGROUND FIBER OPTIC 038 LOW U1202 PROTECT IN PLACE QLD
02-???-002 GAS 02 ENBRIDGE UNKNOWN 002 LOW UNKNOWN U1202 PROTECT IN PLACE QLB
02-PTR-003 GAS 02 ENBRIDGE PLASTIC 003 LOW 2"U1202 PROTECT IN PLACE QLC
02-PTR-004 GAS 02 ENBRIDGE PLASTIC 004 LOW 2"U1202 PROTECT IN PLACE QLC
02-???-005 GAS 02 ENBRIDGE UNKNOWN 005 HIGH UNKNOWN U1202 TO BE REMOVED BY OTHERS (CRA DEMO WORK)QLB
02-???-006 GAS 02 ENBRIDGE UNKNOWN 006 HIGH UNKNOWN U1202 TO BE REMOVED BY OTHERS (CRA DEMO WORK)QLC
02-???-007 GAS 02 ENBRIDGE UNKNOWN 007 HIGH UNKNOWN U1202 TO BE REMOVED BY OTHERS (CRA DEMO WORK)QLB
02-PTR-011 GAS 02 ENBRIDGE PLASTIC 011 LOW 2"U1202 TEST HOLE #17. PROTECT IN PLACE QLC
02-???-012 GAS 02 ENBRIDGE UNKNOWN 012 HIGH UNKNOWN U1202 TO BE REMOVED BY OTHERS (CRA DEMO WORK)QLC
11-OFO-001 OVERHEAD FIBER OPTIC 11 COMCAST OVERHEAD FIBER OPTIC 001 HIGH U1202 RELOCATE QLC
08-OFO-002 OVERHEAD FIBER OPTIC 08 UNKNOWN OVERHEAD FIBER OPTIC 002 HIGH U1202 RELOCATE QLC
16-OFO-002 OVERHEAD FIBER OPTIC 16 LUMEN OVERHEAD FIBER OPTIC 003 HIGH U1202 NORTH POLE AND WIRE TO BE RELOCATED BY OTHERS QLB
16-OFO-004 OVERHEAD FIBER OPTIC 16 LUMEN OVERHEAD FIBER OPTIC 004 HIGH U1202,
U1204 RELOCATE QLC
16-OFO-005 OVERHEAD FIBER OPTIC 16 LUMEN OVERHEAD FIBER OPTIC 005 HIGH U1204 RELOCATE QLC
04-OHP-003 OVERHEAD POWER 04 ROCKY MOUNTAIN POWER OVERHEAD POWER 003 HIGH U1202 POLES AND WIRE TO BE RELOCATED BY OTHERS QLB
04-OHP-004 OVERHEAD POWER 04 ROCKY MOUNTAIN POWER OVERHEAD POWER 004 HIGH U1202 POLES AND WIRE TO BE RELOCATED BY OTHERS QLB
04-OHP-005 OVERHEAD POWER 04 ROCKY MOUNTAIN POWER OVERHEAD POWER 005 HIGH U1202 POLES AND WIRE TO BE RELOCATED BY OTHERS QLB
04-OHP-007 OVERHEAD POWER 04 ROCKY MOUNTAIN POWER OVERHEAD POWER 007 HIGH U1202 NORTH POLE AND WIRE TO BE RELOCATED BY OTHERS QLB
04-OHP-008 OVERHEAD POWER 04 ROCKY MOUNTAIN POWER OVERHEAD POWER 008 HIGH U1204 RELOCATE QLC
04-OHP-010 OVERHEAD POWER 04 ROCKY MOUNTAIN POWER OVERHEAD POWER 010 HIGH U1202 NORTH POLE AND WIRE TO BE RELOCATED BY OTHERS QLB
04-OHP-011 OVERHEAD POWER 04 ROCKY MOUNTAIN POWER OVERHEAD POWER 011 HIGH U1202 POLES AND WIRE TO BE RELOCATED BY OTHERS QLB
04-OHP-012 OVERHEAD POWER 04 ROCKY MOUNTAIN POWER OVERHEAD POWER 012 HIGH U1202 POLES AND WIRE TO BE RELOCATED BY OTHERS QLB
05-PCCP-004 SEWER 05 SLC UTILITIES PRESTRESSED CONCRETE
CYLINER PIPE 004 LOW 8"U1202 PROTECT IN PLACE QLC
05-???-005 SEWER 05 SLC UTILITIES UNKNOWN 005 HIGH ??? 8"U1202 TO BE REMOVED BY OTHERS QLD
05-???-006 SEWER 05 SLC UTILITIES UNKNOWN 006 HIGH 8"U1202 TO BE REMOVED BY OTHERS QLD
05-PVC-007 SEWER 05 SLC UTILITIES POLYVINYL CHLORIDE 007 LOW 8"U1202 PROTECT IN PLACE QLC
05-CMP-004 STORM DRAIN 05 SLC UTILITIES CORRUGATED METAL PIPE 004 LOW 12"U1202 PROTECT IN PLACE QLD
05-CMP-005 STORM DRAIN 05 SLC UTILITIES REINFORCED CONCRETE PIPE 005 LOW 10"U1202 PROTECT IN PLACE QLD
PR-PVC-013 STORM DRAIN PR PRIVATE POLYVINYL CHLORIDE 013 LOW ??? 6"U1202 PROTECT IN PLACE QLC
05-DIP-011 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 011 LOW 12"U1202 TEST HOLE #14. PROTECT IN PLACE QLC
05-DIP-012 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 012 LOW 12"U1202 QLC
05-DIP-013 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 013 LOW 6"U1202 INCLUDES WATER MAIN AT END OF LATERAL QLD
05-DIP-016 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 016 HIGH 6"U1202 ABANDON QLB
05-DIP-017 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 017 LOW 12"U1202 TEST HOLE #16. PROTECT AND CONNECT NEW TO EXISTING QLC
05-DIP-021 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 021 HIGH 4"U1202 TEST HOLE #15. LABELED AS IRRIGATION, TO BE REMOVED BY
OTHERS QLB
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-207.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-1-207.dwg
U1207
EXISTING UTILITY MATRIX
SHEET 3 OF 4
D. TREADWELL
T. COVEYOU
F. NANNENGA
D. TREADWELL
NTS
01-16-26
UTILITY ID#UTILITY TYPE OWNER
ID#UTILITY OWNER UTILITY RUN MATERIAL UTILITY RUN#IMPACT
PROBABILITY SIZE SHEET EX.
CASING?
EX.
CASING
SIZE
EX. CASING
MATERIAL DESCRIPTION
ASCE
Quality
Level
05-???-022 WATER 05 SLC UTILITIES UNKNOWN 022 HIGH UNKNOWN U1202 TO BE REMOVED BY OTHERS QLB
05-DIP-035 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 035 HIGH 1"U1202 REMOVE AND RELOCATE QLD
11-UFO-031 FIBER OPTIC 11 COMCAST UNDERGROUND FIBER OPTIC 031 LOW U1202,
U1203 PROTECT IN PLACE QLD
16-UFO-039 FIBER OPTIC 16 LUMEN UNDERGROUND FIBER OPTIC 039 LOW U1202,
U1203 PROTECT IN PLACE QLD
02-PTR-008 GAS 02 ENBRIDGE PLASTIC 008 LOW 2"U1202,
U1203 ASSUMED PLASTIC PER TEST HOLE #17. RELOCATE QLB
04-OHP-006 OVERHEAD POWER 04 ROCKY MOUNTAIN POWER OVERHEAD POWER 006 HIGH U1202,
U1203 POLES AND WIRE TO BE RELOCATED BY OTHERS QLB
05-DIP-023 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 023 HIGH 12"U1202,
U1203 ABANDON QLC
16-OFO-004 OVERHEAD FIBER OPTIC 16 LUMEN OVERHEAD FIBER OPTIC 004 HIGH U1202,
U1204 RELOCATE QLC
15-UFO-009 FIBER OPTIC 15 GOOGLE UNDERGROUND FIBER OPTIC 009 LOW U1203 TEST HOLE #23. PROTECT IN PLACE QLC
08-UFO-011 FIBER OPTIC 08 UNKNOWN UNDERGROUND FIBER OPTIC 011 LOW U1203 PROTECT IN PLACE QLC
11-UFO-013 FIBER OPTIC 11 COMCAST UNDERGROUND FIBER OPTIC 013 LOW U1203 TEST HOLE #23. PROTECT IN PLACE QLD
16-UFO-021 FIBER OPTIC 16 LUMEN UNDERGROUND FIBER OPTIC 021 LOW U1203 PROTECT IN PLACE QLD
16-UFO-022 FIBER OPTIC 16 LUMEN UNDERGROUND FIBER OPTIC 022 LOW U1203 PROTECT IN PLACE QLD
08-UFO-024 FIBER OPTIC 08 UNKNOWN UNDERGROUND FIBER OPTIC 024 LOW U1203 TEST HOLE #23. PROTECT IN PLACE
08-UFO-025 FIBER OPTIC 08 UNKNOWN UNDERGROUND FIBER OPTIC 025 LOW U1203 TEST HOLE #23. PROTECT IN PLACE
16-UFO-040 FIBER OPTIC 16 LUMEN UNDERGROUND FIBER OPTIC 040 LOW U1203 PROTECT IN PLACE QLD
01-UFO-041 FIBER OPTIC 01 MCI/VERIZON UNDERGROUND FIBER OPTIC 041 LOW U1203 PROTECT IN PLACE QLD
01-UFO-042 FIBER OPTIC 01 MCI/VERIZON UNDERGROUND FIBER OPTIC 042 LOW U1203 TEST HOLE #23. PROTECT IN PLACE QLC
08-UFO-043 FIBER OPTIC 08 UNKNOWN UNDERGROUND FIBER OPTIC 043 LOW U1203 TEST HOLE #23. PROTECT IN PLACE
02-STL-009 GAS 02 ENBRIDGE STEEL 009 HIGH 6"U1203 TEST HOLE #19. CASING PROPOSED QLB
02-STL-010 GAS 02 ENBRIDGE STEEL 010 LOW 6"U1203 PROTECT IN PLACE QLC
02-STL-013 GAS 02 ENBRIDGE STEEL 013 LOW 3"U1203 PROTECT IN PLACE QLD
02-STL-014 GAS 02 ENBRIDGE STEEL 014 LOW 3"U1203 PROTECT IN PLACE QLD
02-STL-015 GAS 02 ENBRIDGE STEEL 015 LOW 3"U1203 PROTECT IN PLACE QLD
02-STL-016 GAS 02 ENBRIDGE STEEL 016 LOW 4"U1203 PROTECT IN PLACE QLD
05-PVC-008 SEWER 05 SLC UTILITIES POLYVINYL CHLORIDE 008 LOW 15"U1203 PROTECT IN PLACE QLC
05-???-009 SEWER 05 SLC UTILITIES UNKNOWN 009 LOW UNKNOWN U1203 ???QLD
PR-VCP-010 SEWER PR PRIVATE VITRIFIED CLAY PIPE 010 LOW 8"U1203 PROTECT IN PLACE QLD
PR-???-011 SEWER PR PRIVATE UNKNOWN 011 LOW UNKNOWN U1203 PROTECT IN PLACE QLD
PR-???-012 SEWER PR PRIVATE UNKNOWN 012 LOW UNKNOWN U1203 PROTECT IN PLACE QLD
05-???-013 SEWER 05 SLC UTILITIES UNKNOWN 013 LOW UNKNOWN U1203 PROTECT IN PLACE QLD
PR-???-014 SEWER PR PRIVATE UNKNOWN 014 LOW UNKNOWN U1203 PROTECT IN PLACE QLC
PR-???-015 SEWER PR PRIVATE UNKNOWN 015 LOW UNKNOWN U1203 PROTECT IN PLACE QLC
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-208.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-1-208.dwg
U1208
EXISTING UTILITY MATRIX
SHEET 4 OF 4
D. TREADWELL
T. COVEYOU
F. NANNENGA
D. TREADWELL
NTS
01-16-26
UTILITY ID#UTILITY TYPE OWNER
ID#UTILITY OWNER UTILITY RUN MATERIAL UTILITY RUN#IMPACT
PROBABILITY SIZE SHEET EX.
CASING?
EX.
CASING
SIZE
EX. CASING
MATERIAL DESCRIPTION
ASCE
Quality
Level
05-RCP-006 STORM DRAIN 05 SLC UTILITIES REINFORCED CONCRETE PIPE 006 LOW 48"U1203 JORDAN AND SALT LAKE CITY CANAL: PROTECT IN
PLACE QLC
05-???-007 STORM DRAIN 05 SLC UTILITIES UNKNOWN 007 LOW UNKNOWN U1203 PROTECT IN PLACE QLC
05-RCP-008 STORM DRAIN 05 SLC UTILITIES REINFORCED CONCRETE PIPE 008 LOW 15"U1203 PROTECT IN PLACE QLD
05-RCP-009 STORM DRAIN 05 SLC UTILITIES REINFORCED CONCRETE PIPE 009 LOW 15"U1203 PROTECT IN PLACE QLD
05-RCP-010 STORM DRAIN 05 SLC UTILITIES REINFORCED CONCRETE PIPE 010 LOW 15"U1203 PROTECT IN PLACE QLD
05-RCP-011 STORM DRAIN 05 SLC UTILITIES REINFORCED CONCRETE PIPE 011 HIGH 15"U1203 ABANDON QLD
PR-???-012 STORM DRAIN 05 SLC UTILITIES UNKNOWN 012 HIGH UNKNOWN U1203 ABANDON QLD
PR-RCP-013 STORM DRAIN PR PRIVATE REINFORCED CONCRETE PIPE 013 LOW UNKNOWN U1203 PROTECT IN PLACE QLC
PR-RCP-014 STORM DRAIN PR PRIVATE REINFORCED CONCRETE PIPE 014 LOW UNKNOWN U1203 PROTECT IN PLACE QLC
PR-RCP-015 STORM DRAIN PR PRIVATE REINFORCED CONCRETE PIPE 015 LOW UNKNOWN U1203 PROTECT IN PLACE QLC
PR-???-016 STORM DRAIN PR PRIVATE UNKNOWN 016 HIGH 12"U1203 REMOVE QLC
PR-UGE-003 UNDERGROUND ELECTRIC PR PRIVATE UNKNOWN 003 UNKNOWN U1203 SERVICE TO EXISTING PARKING LOT LIGHTING QLD
PR-UGE-004 UNDERGROUND ELECTRIC PR PRIVATE UNKNOWN 004 UNKNOWN U1203 SERVICE TO EXISTING PARKING LOT LIGHTING QLD
04-UGP-003 UNDERGROUND ELECTRIC 04 ROCKY MOUNTAIN POWER UNDERGROUND ELECTRIC 003 LOW U1203 PROTECT IN PLACE QLC
05-DIP-024 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 024 HIGH 12"U1203 ABANDON QLC
05-DIP-025 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 025 HIGH 12"U1203 ABANDON QLC
05-DIP-026 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 026 HIGH 12"U1203 PROTECT IN PLACE QLB
PR-CIP-027 WATER PR PRIVATE CAST IRON PIPE 027 LOW 6"U1203 PROTECT IN PLACE QLC
PR-CIP-028 WATER PR PRIVATE CAST IRON PIPE 028 HIGH 6"U1203 PROTECT IN PLACE - PRIVATE QLD
PR-DIP-029 WATER PR PRIVATE DUCTILE IRON PIPE 029 LOW 6"U1203 PROTECT IN PLACE - PRIVATE QLD
PR-DIP-030 WATER 05 PRIVATE DUCTILE IRON PIPE 030 HIGH ???U1203 RELOCATE HYDRANT AND VALVE QLD
PR-DIP-031 WATER PR PRIVATE DUCTILE IRON PIPE 031 LOW 6"U1203 PROTECT IN PLACE QLD
05-???-032 WATER 05 SLC UTILITIES UNKNOWN 032 LOW ???U1203 REPLACE QLB
05-DIP-033 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 033 HIGH 12"U1203 CASING
PROPOSED
TEST HOLE #21. CASING PROPOSED. REPLACE WITH
HDPE.
QLC
05-DIP-040 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 040 HIGH 8"U1203 ABANDONED IN PLACE BY PREVIOUS PROJECT QLD
05-DIP-041 WATER 05 SLC UTILITIES DUCTILE IRON PIPE 041 HIGH 6"U1203 ABANDONED IN PLACE BY PREVIOUS PROJECT QLD
05-PVC-042 WATER 05 SLC UTILITIES POLYVINYL CHLORIDE 042 HIGH 1"U1203 IRRIGATION LINE. ASSUMED MATERIAL AND SIZE QLD
05-PVC-043 WATER 05 SLC UTILITIES POLYVINYL CHLORIDE 043 HIGH 1"U1203 IRRIGATION LINE. ASSUMED MATERIAL AND SIZE QLD
11-UFO-044 FIBER OPTIC 11 COMCAST UNDERGROUND FIBER OPTIC 044 HIGH U1204 RELOCATE QLD
11-UFO-045 FIBER OPTIC 11 COMCAST UNDERGROUND FIBER OPTIC 045 LOW U1204 PROTECT IN PLACE QLD
01-UFO-046 FIBER OPTIC 01 MCI/VERIZON UNDERGROUND FIBER OPTIC 046 LOW U1204 PROTECT IN PLACE QLD
01-UFO-047 FIBER OPTIC 16 LUMEN UNDERGROUND FIBER OPTIC 047 HIGH U1204 RELOCATE QLD
02-???-017 GAS 02 ENBRIDGE UNKNOWN 017 LOW UNKNOWN U1204 PROTECT IN PLACE QLD
16-OFO-005 OVERHEAD FIBER OPTIC 16 LUMEN OVERHEAD FIBER OPTIC 005 HIGH U1204 RELOCATE QLC
04-OHP-008 OVERHEAD POWER 04 ROCKY MOUNTAIN POWER OVERHEAD POWER 008 HIGH U1204 RELOCATE QLC
05-???-044 WATER 05 SLC UTILITIES UNKNOWN 044 LOW UNKNOWN U1204 PROTECT IN PLACE QLD
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-209.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-U-1-209.dwg
U1209
EXISTING UTILITY
TEST HOLE DATA
D. TREADWELL
T. COVEYOU
F. NANNENGA
D. TREADWELL
NTS
01-16-26
203+00
203+00
ss
204+00
205+0
0
204+00
205+0
0
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-210.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-U-1-210.dwg
U1210
UTILITY RELOCATION PLAN
STA 203+00 TO STA 205+00
D. TREADWELL
A. LEWIS
F. NANNENGA
D. TREADWELL
1" = 10'
01-16-26
2
SCALE IN FEET
0 10 20510
(1" = 10')
S
M
C
C
L
E
L
L
A
N
D
S
T
R
E
E
T
SUGARMONT DRIVE SUGARMONT DRIVE
PROPOSED ALTERATION NOTES:
1.REMOVE DWARF-STYLE DECORATIVE LIGHTS.
2.REMOVE AND SALVAGE EXISTING DECORATIVE LIGHTS.
3.RELOCATE EXISTING FIBER BOX TO STA. 204+58, 24.8' RT
4.RELOCATE EXISTING TELEPHONE BOX TO STA. 204+61, 24.6; RT
5.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF TRACK FOUL ZONE. WORK WITHIN
THESE LIMITS REQUIRES APPROVAL FROM UTA.
6.REMOVE EXISTING IRRIGATION BACK TO 10' FROM PROPOSED CENTERLINES AND CAP REMAINING LINES.
APPROX. 100' TOTAL LENGTH FROM 3 PLANTERS.
7.LOWER FIBER OPTIC IN PLACE.
8.PROTECT EXISTING LINE IN PLACE. REFER TO MAINTENANCE AGREEMENT BETWEEN UTA AND CITY FOR
FUTURE MAINTENANCE REQUIREMENTS.
9.PROTECT IN PLACE
PROPOSED ALTERATION NOTES:
1.EXISTING GAS LINE. PROTECT IN PLACE.
2.EXISTING 20" METAL CASING. PROTECT EXISTING WATERLINE IN
PLACE.
3.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF TRACK
FOUL ZONE. WORK WITHIN THESE LIMITS REQUIRES APPROVAL FROM
UTA.
4.PROTECT EXISTING LINE IN PLACE. REFER TO MAINTENANCE
AGREEMENT BETWEEN UTA AND CITY FOR FUTURE MAINTENANCE
REQUIREMENTS.
6
2
3
4
LEGEND
WB TRACK ℄
EB TRACK ℄
WB TRACK ℄
EB TRACK ℄
ABANDONED WATER
EXISTING SEWER
EXISTING STORM DRAIN
EXISTING WATER
EXISTING UNDERGROUND POWER
EXISTING GAS
EXISTING FIBER OPTIC
EXISTING OVERHEAD FIBER OPTIC
EXISTING OVERHEAD POWER
EXISTING TELEPHONE
x
3
5
CABLE T.V. BOX
ELECTRIC BOX
GAS METER
STREET LIGHT BOX
WATER METER
TRAFFIC SIGNAL BOX
TELEPHONE BOX
WATER BOX
FIBER OPTIC BOX
UTILITY BOX
IRRIGATION BOX
CLEANOUT
STORM DRAIN MANHOLE
ELECTRIC MANHOLE
UTILITY MANHOLE
SANITARY SEWER MANHOLE
INTERCEPTOR MANHOLE
TELEPHONE MANHOLE
WATER MANHOLE
FIBER OPTIC MANHOLE
MONITORING WELL
WATER VALVE
GAS TEST VALVE
FIRE HYDRANT
STAND PIPE
DROP INLET
LARGE SIGN
SIGN
BOLLARD POST
FLAG POLE
POWER POLE
GUY
AREA LIGHT
STREET LIGHT
STREET LIGHT
TRAFFIC SIGNAL MAST ARM AND POLE
VAULT: E-ELECTRIC, T-TELEPHONE, W-WATER
TREE
EXISTING OCS POLE
TO REMAIN.
PROPOSED OCS
POLE, TYP.
4
1
PROPOSED OCS
POLE, TYP.
PROPOSED OCS
POLE, TYP.
1
1 1
7
7
8
1
6
9
SIM
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O
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A
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207
+
0
0
208
+
0
0
207
+
0
0
208
+
0
0
SIMP
S
O
N
A
V
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206+
0
0
205+0
0
206+
0
0
x
x
x
x
x
x
x
x
x
x
x
x
GGGGGGGGGGGGGGGGGGG
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
G
GGGGGGGGGGGGGGG
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-211.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-U-1-211.dwg
U1211
UTILITY RELOCATION PLAN
STA 205+00 TO STA 208+00
D. TREADWELL
A. LEWIS
F. NANNENGA
D. TREADWELL
1" = 10'
01-16-26
SCALE IN FEET
0 10 20510
(1" = 10')
SUGARMONT DRIVE
PROPOSED ALTERATION NOTES:
1.OVERHEAD LINES TO BE REMOVED BY OTHERS. REMOVE POLE.
2.EXISTING BUILDINGS, DRIVEWAYS, UTILITY SERVICES, LANDSCAPING ON THE CRA PROPERTY ARE TO BE
DEMOLISHED AND EXISTING WATER, SEWER, STORMWATER, AND GAS SERVICES WILL BE REMOVED BACK TO MAIN.
UTILITIES TO REMAIN IN PLACE UNTIL BUILDING DEMOLITION BEGINS.
3.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF TRACK FOUL ZONE. WORK WITHIN THESE LIMITS
REQUIRES APPROVAL FROM UTA.
4.HOT TAP EXISTING 12" MAIN AND INSTALL 9.4 LF OF 2" WATER LINE FROM EXISTING MAIN TO NEW 2" METER. NEW
METER TO BE AT WB STATION 206+79.13, 54.7 LF RT. INSTALL NEW WILKINS MODEL 375XLB 2" BACKFLOW
PREVENTER OR APPROVED EQUAL. NEW METER AND BACKFLOW PREVENTER TO BE COMPLETELY WITHIN 5' OF
BACK OF CURVE. CONNECTION FROM BACKFLOW PREVENTER TO EXISTING IRRIGATION SYSTEM BY SALT LAKE CITY
PARKS DEPARTMENT.
5.SEE SHEET Y1241 FOR SHARED FIBER OPTIC AND RMP TRENCH (NOT SHOWN) FIBER OPTIC CABLE TO BE RELOCATED
BY MCI/VERIZON.
1
8
6
3
1
2
WB TRACK ℄
EB TRACK ℄
WB TRACK ℄
EB TRACK ℄
CRA PROPERTY
(SEE NOTE 2)
4
5
EXISTING CONNECTIONS TO MAIN
3
LEGEND
ABANDONED WATER
EXISTING SEWER
EXISTING STORM DRAIN
EXISTING WATER
EXISTING UNDERGROUND POWER
EXISTING GAS
EXISTING FIBER OPTIC
EXISTING OVERHEAD FIBER OPTIC
EXISTING OVERHEAD POWER
EXISTING TELEPHONE
x
CABLE T.V. BOX
ELECTRIC BOX
GAS METER
STREET LIGHT BOX
WATER METER
TRAFFIC SIGNAL BOX
TELEPHONE BOX
WATER BOX
FIBER OPTIC BOX
UTILITY BOX
IRRIGATION BOX
CLEANOUT
STORM DRAIN MANHOLE
ELECTRIC MANHOLE
UTILITY MANHOLE
SANITARY SEWER MANHOLE
INTERCEPTOR MANHOLE
TELEPHONE MANHOLE
WATER MANHOLE
FIBER OPTIC MANHOLE
MONITORING WELL
WATER VALVE
GAS TEST VALVE
FIRE HYDRANT
STAND PIPE
DROP INLET
LARGE SIGN
SIGN
BOLLARD POST
FLAG POLE
POWER POLE
GUY
AREA LIGHT
STREET LIGHT
STREET LIGHT
TRAFFIC SIGNAL MAST ARM AND POLE
VAULT: E-ELECTRIC, T-TELEPHONE, W-WATER
TREE
PROPOSED OCS
POLE, TYP.
PROPOSED OCS
POLE, TYP.
6
7
6
9
3
3
5
4
5
PROPOSED ALTERATION NOTES:
1.ENBRIDGE TO CONSTRUCT 96 LF OF 8" GAS LINE CASING
2.REFER TO DRAINAGE PLANS FOR TREATMENT
3.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF TRACK FOUL ZONE. WORK WITHIN THESE
LIMITS REQUIRES APPROVAL FROM UTA.
4.EXISTING WATERLINES WERE CONNECTED VIA HOT TAP TO NEW MAIN ON SOUTH SIDE OF SIMPSON
AVENUE BY PREVIOUS PROJECT. REMOVE PREVIOUSLY ABANDONED LINES WITHIN LIMITS OF NEW
GUIDEWAY. CUT AND CAP REMAINING AND GROUT AROUND CAP.
5.SEE SHEET Y1241 FOR SHARED MCI/VERIZON AND COMCAST FIBER OPTIC AND RMP TRENCH (NOT SHOWN).
6.DISCONNECT AND REMOVE EXISTING 3" WATER METER AND VAULT. REMOVE EXISTING LINE WITHIN LIMITS
OF NEW GUIDEWAY.CUT AND CAP REMAINING AND GROUT AROUND CAP.
7.LOWER EXISTING LUMEN FIBER OPTIC IN PLACE. REMOVE EXISTING HAND HOLE.
8.LOWER EXISTING UTOPIA FIBER OPTIC IN PLACE AND ROUTE AROUND PROPOSED OCS POLE FOUNDATION..
8
4
6
208
+
0
0
209+00
208
+
0
0
209
+
0
0
x x
x
ss
ss
ss
ss
ss
ss
ss 209+00
210+00
209
+
0
0
210+00
x
x
x
x
ss
ss
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-212.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-U-1-212.dwg
U1212
UTILITY RELOCATION PLAN
STA 208+00 TO STA 210+00
D. TREADWELL
A. LEWIS
F. NANNENGA
D. TREADWELL
1" = 10'
01-16-26
SCALE IN FEET
0 10 20510
(1" = 10')
PROPOSED ALTERATION NOTES:
1.EXISTING BUILDINGS, DRIVEWAYS, UTILITY SERVICES, LANDSCAPING ON THE CRA PROPERTY
ARE TO BE DEMOLISHED. EXISTING WATER, SEWER, STORMWATER, AND GAS SERVICES WILL
BE REMOVED BACK TO MAIN. UTILITIES TO REMAIN IN PLACE UNTIL BUILDING DEMOLITION
BEGINS.
2.REMOVE POLE. OVERHEAD POWER LINES TO BE REMOVED BY RMP.
3.REMOVE EXISTING HYDRANT.
4.REMOVE EXISTING WATER VALVES.
5.ABANDON 251 LF OF EXISTING WATERLINE IN PLACE, TO WB STA. 211+83. FILL ABANDONED
LINE WITH FLOWABLE FILL. SEE ALSO SHEET U1213.
6.POLE, STREETLIGHT, AND CELL BOOSTER TO REMAIN. PROTECT IN PLACE.
7.EXISTING WATERLINE WAS CONNECTED VIA HOT TAP TO NEW MAIN ON SOUTH SIDE OF
SIMPSON BY PREVIOUS PROJECT. REMOVE PREVIOUSLY ABANDONED LINE WITHIN LIMITS OF
NEW GUIDEWAY. CUT AND CAP REMAINING AND GROUT AROUND CAP.
8.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF TRACK FOUL ZONE. WORK
WITHIN THESE LIMITS REQUIRES APPROVAL FROM UTA.
9.SEE SHEET U1231 PLANS FOR TREATMENT.
10.SEE SHEET U1225 FOR TREATMENT.
11.SEE SHEET Y1241 FOR SHARED FIBER OPTIC AND RMP TRENCH.
12.FIBER OPTIC TO BE RELOCATED BY COMCAST.
13.FIBER OPTIC CABLE TO BE RELOCATED BY MCI/VERIZON
PROPOSED ALTERATION NOTES:
1.EXISTING BUILDINGS, DRIVEWAYS, UTILITY SERVICES, LANDSCAPING ON THE CRA PROPERTY ARE TO BE DEMOLISHED
AND EXISTING WATER, SEWER, STORMWATER, AND GAS SERVICES WILL BE REMOVED BACK TO MAIN. UTILITIES TO REMAIN
IN PLACE UNTIL BUILDING DEMOLITION BEGINS.
2.EXISTING WATERLINE WAS CONNECTED VIA HOT TAP TO NEW MAIN ON SOUTH SIDE OF SIMPSON BY PREVIOUS PROJECT.
REMOVE PREVIOUSLY ABANDONED LINE WITHIN LIMITS OF NEW GUIDEWAY. CUT AND CAP REMAINING AND GROUT
AROUND CAP.
3.REFER TO DRAINAGE PLANS FOR TREATMENT.
4.REMOVE POLE. OVERHEAD POWER LINES TO BE RELOCATED BY RMP.
5.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF TRACK FOUL ZONE. WORK WITHIN THESE LIMITS
REQUIRES APPROVAL FROM UTA.
6.SEE SHEET Y1241 FOR SHARED FIBER OPTIC AND RMP TRENCH. FIBER OPTIC CABLE TO BE RELOCATED BY MEI/VERIZON
7.REMOVE EXISTING STREETLIGHT. POLE TO REMAIN.
1 3
1
1
1
2
3
4
WB TRACK ℄
EB TRACK ℄
WB TRACK ℄
EB TRACK ℄
SIM
P
S
O
N
A
V
E
SIMPSON AVE
CRA PROPERTY
(SEE NOTE 1)
CRA PROPERTY
(SEE NOTE 1)
5
2
7
1
4
5
8
1
2
LEGEND
ABANDONED WATER
EXISTING SEWER
EXISTING STORM DRAIN
EXISTING WATER
EXISTING UNDERGROUND POWER
EXISTING GAS
EXISTING FIBER OPTIC
EXISTING OVERHEAD FIBER OPTIC
EXISTING OVERHEAD POWER
EXISTING TELEPHONE
x
CABLE T.V. BOX
ELECTRIC BOX
GAS METER
STREET LIGHT BOX
WATER METER
TRAFFIC SIGNAL BOX
TELEPHONE BOX
WATER BOX
FIBER OPTIC BOX
UTILITY BOX
IRRIGATION BOX
CLEANOUT
STORM DRAIN MANHOLE
ELECTRIC MANHOLE
UTILITY MANHOLE
SANITARY SEWER MANHOLE
INTERCEPTOR MANHOLE
TELEPHONE MANHOLE
WATER MANHOLE
FIBER OPTIC MANHOLE
MONITORING WELL
WATER VALVE
GAS TEST VALVE
FIRE HYDRANT
STAND PIPE
DROP INLET
LARGE SIGN
SIGN
BOLLARD POST
FLAG POLE
POWER POLE
GUY
AREA LIGHT
STREET LIGHT
STREET LIGHT
TRAFFIC SIGNAL MAST ARM AND POLE
VAULT: E-ELECTRIC, T-TELEPHONE, W-WATER
TREE
PROPOSED OCS
POLE, TYP.
PROPOSED OCS
POLE, TYP.
S
1
1
0
0
E
A
S
T
S
T
6
6
12
1
11
11
11
13
9
10
6
8
6
7
SIMPSON AVE
210+00 211+00 212+00
210+00 211+00
212+00
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-213.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-1-213.dwg
U1213
UTILITY RELOCATION PLAN
STA 210+00 TO STA 212+00
D. TREADWELL
A. LEWIS
F. NANNENGA
D. TREADWELL
1" = 10'
01-16-26
SCALE IN FEET
0 10 20510
(1" = 10')
PROPOSED ALTERATION NOTES:
1.REMOVE POLE. OVERHEAD POWER LINE TO BE REMOVED BY RMP.
2.PROTECT EXISTING JORDAN AND SALT LAKE CANAL IN PLACE. NO WORK IS ALLOWED WITHIN 33 LF OF CANAL CENTERLINE FROM MARCH 1ST TO
OCTOBER 1ST.
3.EXISTING BUILDINGS, DRIVEWAYS, UTILITY SERVICES, LANDSCAPING ON THE CRA PROPERTY ARE TO BE DEMOLISHED. EXISTING WATER, SEWER,
STORMWATER, AND GAS SERVICES WILL BE REMOVED BACK TO MAIN. UTILITIES TO REMAIN IN PLACE UNTIL BUILDING DEMOLITION BEGINS.
4.REMOVE APPROXIMATELY 45 LF OF WATERLINE FROM EXISTING MAIN SOUTH TO EXISTING VALVE. REMOVE EXISTING VALVE.
5.ABANDON 251 LF OF EXISTING WATERLINE TO WB STA. 211+83. FILL WITH FLOWABLE FILL.
6.ENBRIDGE TO REPLACE 45 LF OF 6" STEEL GAS LINE WITH 6" HDPE GAS LINE INSTALLED WITHIN 45 LF OF 14" POLYETHYLENE GAS LINE CASING.
7.OVERHEAD FIBER OPTIC LINE TO BE REMOVED BY LUMEN.
8.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF TRACK FOUL ZONE. WORK WITHIN THESE LIMITS REQUIRES APPROVAL FROM UTA.
9.SEE U1225 FOR TREATMENT.
10.SEE Y1241 FOR SHARED FIBER OPTIC AND RMP TRENCH.
11.ABANDON EXISTING WATERLINE FROM WB STA. 211+83 TO WB STA 212+33, 14' LT. FILL CARRIER PIPE WITH FLOWABLE FILL.
12.SEE Y1242
1
1
5
CRA PROPERTY
(SEE NOTE 3)
4 67
8
LEGEND
ABANDONED WATER
EXISTING SEWER
EXISTING STORM DRAIN
EXISTING WATER
EXISTING UNDERGROUND POWER
EXISTING GAS
EXISTING FIBER OPTIC
EXISTING OVERHEAD FIBER OPTIC
EXISTING OVERHEAD POWER
EXISTING TELEPHONE
x
CABLE T.V. BOX
ELECTRIC BOX
GAS METER
STREET LIGHT BOX
WATER METER
TRAFFIC SIGNAL BOX
TELEPHONE BOX
WATER BOX
FIBER OPTIC BOX
UTILITY BOX
IRRIGATION BOX
CLEANOUT
STORM DRAIN MANHOLE
ELECTRIC MANHOLE
UTILITY MANHOLE
SANITARY SEWER MANHOLE
INTERCEPTOR MANHOLE
TELEPHONE MANHOLE
WATER MANHOLE
FIBER OPTIC MANHOLE
MONITORING WELL
WATER VALVE
GAS TEST VALVE
FIRE HYDRANT
STAND PIPE
DROP INLET
LARGE SIGN
SIGN
BOLLARD POST
FLAG POLE
POWER POLE
GUY
AREA LIGHT
STREET LIGHT
STREET LIGHT
TRAFFIC SIGNAL MAST ARM AND POLE
VAULT: E-ELECTRIC, T-TELEPHONE, W-WATER
TREE
WB TRACK ℄
EB TRACK ℄
HIG
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A
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D
D
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I
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PROPOSED OCS
POLE, TYP.
JORDAN AND SALT
LAKE CITY CANAL
2
3
9
10
10
11
12
1
7
12
HIG
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A
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D
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G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
ss
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-214.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-1-214.dwg
U1214
UTILITY RELOCATION PLAN
STA 212+00 TO STA 215+84.18
D. TREADWELL
A. LEWIS
F. NANNENGA
D. TREADWELL
1" = 10'
01-16-26
SCALE IN FEET
0 10 20510
(1" = 10')
WB TRACK ℄
SIMPS
O
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A
V
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1
2
4
5
6
19
EB TRACK ℄
19
7
212+25
8
11
PROPOSED OCS
POLE, TYP.
12
PROPOSED SEWER BYPASS
SEE SHEET U1220
10
9
20
10
9
9
13
16
16
15
14
NOTES:
1.SEE PREVIOUS PAGE FOR LEGEND.
14
17
PROPOSED ALTERATION NOTES:
1.REMOVE 113 LF OF EXISTING WATERLINE, WB STA. 212+28, 27' LT. TO WB STA. 212+67, 79' RT. SEE U1226 FOR REPLACEMENT.
2.REMOVE AND RELOCATE EXISTING STREET LIGHT AND ELECTRIC CIRCUIT TO WB STA. 212+81.50, 51.7 LF RT.
3.ENBRIDGE TO INSTALL 45 LF OF 12" CASING.
4.RELOCATE EXISTING TRAFFIC SIGNAL POLE AND PULLBOX. SEE TRAFFIC SIGNAL PLANS FOR NEW LOCATION.
5.REMOVE STORM DRAIN INLET. SEE DRAINAGE PLANS FOR TREATMENT
6.REMOVE EXISTING CURB INLET AND MANHOLE. SEE DRAINAGE PLANS FOR NEW LOCATIONS.
7.REMOVE 35 LF OF STORM DRAIN.
8.EXISTING DROP INLET TO BE RELOCATED. SEE DRAINAGE PLANS FOR TREATMENT.
9.PROTECT EXISTING IN PLACE.
10.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF TRACK FOUL ZONE. WORK WITHIN THESE LIMITS REQUIRES APPROVAL FROM UTA.
11.REMOVE 36 LF OF STORM DRAIN. SEE DRAINAGE PLANS FOR NEW LOCATION.
12.REMOVE EXISTING HYDRANT AND VALVE. REMOVE 34 LF OF EXISTING PIPE. SEE SHEET U1222.
13.REMOVE 136 LF OF EXISTING STORM DRAIN. SEE DRAINAGE PLANS FOR TREATMENT.
14.SHUT VALVE TEMPORARILY TO ALLOW FOR REMOVAL AND REPLACEMENT OF EXISTING WATER LINE FOR CONSTRUCTION OF RETAINING WALL.
15.REMOVE 131 LF OF EXISTING WATER LINE TO ALLOW FOR RETAINING WALL CONSTRUCTION. REPLACED IN KIND AFTER WALLS ARE CONSTRUCTED.
16.EXISTING CATCH BASIN TO REMAIN. SEE DRAINAGE PLANS FOR TREATMENT.
17.REMOVE EXISTING VALVE
18.SEE U1226 FOR HYDRANT RELOCATION. HYDRANT TO REMAIN OPERATIONAL DURING CONSTRUCTION.
19.EXISTING LIGHTS AND CIRCUITS TO BE RELOCATED TO LOCATION SPECIFIED BY PROPERTY OWNER.
20.SEE DRAINAGE PLANS FOR TREATMENT.
5
20
17
18
3
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HIGHLAND DR
ST
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ss ss ss
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Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-220.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-U-1-220.dwg
U1220
PROPOSED SEWER
HIGHLAND DRIVE SEWER BY-PASS
D. TREADWELL
A. LEWIS
F. NANNENGA
D. TREADWELL
AS SHOWN
01-16-26
WB
TRACK
℄
EB
TRACK
℄
APWA PLAN NO. 413
COVER COLLAR
APWA PLAN NO. 303 44"
FRAME AND COVER
12" TALL GRADE RING PER APWA
PLAN NO. 360.1, 360.2, OR 362 (TYP)
30" CONCRETE
SUPPORTS (8" x 8") (TYP)
SHOP FABRICATED 90°
OR TWO 45° BENDS (TYP)
UNTREATED BASE COURSE PER
APWA PLAN 382 TYP
HIGHLAND DR SEWER BY- PASS
SCALE: 1" = 5'
8" DR11 HDPE SEWER
BY-PASS LINE
8" BLIND FLANGE
(TO CLOSE SYSTEM UNTIL USE)
8" RESIN 3608 IPS FLANGE
ADAPTER DR11 WELDED TO
HDPE BY-PASS PIPE
8" CLASS 160 BACK-UP RING
A
-
DETAIL A
SCALE: NTS
7.
5
"
SCALE IN FEET
02.5 55 10
(1" = 5')
NOTES:
1.BY-PASS SHALL BE CAPPED WITH HDPE BLIND FLANGE AND
PLACED IN APWA PLAN NO. 303 FRAME AND COVER. COVER
SHALL BE CLEARLY MARKED SANITARY SEWER.
2.USE FLOWABLE FILL AS BACKFILL FOR FABRICATED BENDS.
3.1 1/2" SHOE HEIGHT REQUIRED
SANITARY SEWER BY-PASS LINE (95 LF)
42 LF OF BY-PASS CASING
EXISTING SANITARY SEWER LINE
10' CLEARANCE ZONE FROM TRACK CENTERLINE
WB TRACK ℄
EB TRACK ℄
SCALE IN FEET
0 10 20510
(1" = 10')HIGHLAND DR SEWER BY- PASS PLAN VIEW
SCALE: 1" = 10'
50'
13'
32.25'
13'
LOCATION OF FRAME AND COVER MAY BE
ADJUSTED. MAINTAIN DIMENSIONS BELOW FROM
CENTERLINE OF TRACK.
LOCATION OF FRAME AND COVER MAY BE
ADJUSTED. MAINTAIN DIMENSIONS BELOW FROM
CENTERLINE OF TRACK.
3'
-
6
"
SEE NOTE 2 TYP
14" HDPE CORRUGATED SMOOTH
WALLED CASING
(SEE NOTE 3)
ss ss ssssssss ss ss ss ss
L30
4365
4370
4375
4380
4385
4390
4365
4370
4375
4380
4385
4390
0.00%
45.00%
-0.28%
0.00%
-45
.
0
0
%
PV
I
0
+
0
0
.
0
0
EL
4
3
7
8
.
4
0
PV
I
0
+
2
2
.
7
5
EL
4
3
7
8
.
4
0
PV
I
0
+
3
1
.
5
9
EL
4
3
7
4
.
4
2
PV
I
0
+
3
9
.
1
2
EL
4
3
7
4
.
4
2
PV
I
0
+
4
5
.
4
9
EL
4
3
7
7
.
2
9
PV
I
0
+
6
4
.
1
6
EL
4
3
7
7
.
2
4
-0+10
43
7
8
.
4
0
43
8
1
.
3
0+00
43
7
7
.
3
9
43
8
1
.
2
43
7
7
.
2
8
0+50 0+75
EL. 4376.71
EL. 4374.71
Line Table
Line #
L30
Length
64.16
Direction
S00° 04' 52"W
Start Point (N,E)
(7431990.69,1541374.78)
End Point (N,E)
(7431926.52,1541374.69)
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-221.dwg
24-03849
Sheet No.
1/
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S-LINE EXTENSION PROJECT
SL-C-U-1-221.dwg
U1221
PROPOSED GAS LINE
SUGAR HOUSE STATION
D. TREADWELL
A. LEWIS
F. NANNENGA
D. TREADWELL
H: 1" = 20' V: 1" = 5'
01-16-26
ENBRIDGE TO INSTALL 63 LF OF 2" POLY GAS LINE
CONNECT TO EXISTING GAS LINE
HORIZ SCALE IN FEET
0 10 20510
(1" = 10')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
STATION PLATFORM
ENBRIDGE TO INSTALL NEW METER.
SEE PLATFORM DWG P3213
FOR LOCATION
SEE U1222 FOR NEW WATER LINE
SEE U1214 FOR REVISION TO EXISTING
WATER LINE
PROPOSED WALL
FOOTING. SEE NOTE 2
EXISTING
SANITARY
EX. WATER
EXISTING
STORM
PROPOSED RETAINING
WALL
NOTES:
1.ACTUAL GAS SERVICE PROFILE TO BE DETERMINED BY ENBRIDGE IN THE FIELD
2.PROVIDE 4" COVER BETWEEN GAS LINE AND FOOTING MIN. SEE W3001 FOR WALL PENETRATION DETAIL.
3.EXISTING GAS LINE IS PRIVATE. PERMISSION FROM PRIVATE PROPERTY OWNER IS REQUIRED BEFORE
CONNECTION CAN BE MADE.
4.ELEVATIONS SHOWN ARE TO TOP OF PIPE UNLESS OTHERWISE NOTED
5.MAINTAIN 1' HORIZONTAL AND VERTICAL SEPARATION BETWEEN PROPOSED GAS LINE AND EXISTING
UTILITIES
EXISTING
PROPOSED
SWEEP UP TO PROPOSED
GAS METER (NOT SHOWN)
4365
4370
4375
4380
4385
4390
4365
4370
4375
4380
4385
4390
-38
.
6
1
%
0.00%
PV
I
0
+
0
0
.
0
0
EL
4
3
7
6
.
2
8
PV
I
0
+
0
5
.
0
0
EL
4
3
7
6
.
2
8
PV
I
0
+
1
6
.
6
1
EL
4
3
7
1
.
8
0
PV
I
0
+
5
7
.
0
0
EL
4
3
7
1
.
8
0
-0+10
43
7
6
.
2
8
43
8
1
.
1
0+00
43
7
1
.
8
0
43
7
1
.
8
0
43
8
1
.
9
0+50 0+75
EL. 4374.05
PV
I
0
+
0
0
.
0
0
EL
4
3
7
6
.
2
8
PV
I
0
+
5
7
.
0
0
EL
4
3
7
1
.
8
0
EL. 4374.75
Line Table
Line #
L27
L28
L29
Length
5.00
11.61
40.42
Direction
S00° 56' 22"W
S00° 54' 54"W
S00° 54' 54"W
Start Point (N,E)
(7431956.89,1541372.36)
(7431951.89,1541372.28)
(7431940.28,1541372.10)
End Point (N,E)
(7431951.89,1541372.3)
(7431940.28,1541372.1)
(7431899.87,1541371.4)
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-222.dwg
24-03849
Sheet No.
1/
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S-LINE EXTENSION PROJECT
SL-C-U-1-222.dwg
U1222
PROPOSED WATER LINE
HIGHLAND DRIVE STATION
D. TREADWELL
D. TREADWELL
F. NANNENGA
D. TREADWELL
PLAN: 1" = 10'
01-16-26
NOTES:
1.PROVIDE 2' OF COVER FROM FOOTING TO TOP OF CASING MIN.
2.INSTALL 31 LF OF 4" HDPE CASING, STA. 0+22.28 TO STA. 0+52.69
3.SEE DRAWING P1201 FOR STATION PLATFORM PLAN AND POST HYDRANT LOCATION.
4.SEE DRAWING P3216 FOR POST HYDRANT DETAIL.
5.EXISTING WATERLINE IS PRIVATE. PERMISSION FROM OWNER IS REQUIRED BEFORE CONNECTION CAN BE MADE.
6.1
2" SHOE HEIGHT
7.ELEVATIONS SHOWN ARE TO TOP OF PIPE UNLESS OTHERWISE NOTED.
8.ELEVATION OF EXISTING WATER LINE IS ASSUMED. VERIFY IN FIELD.
9.MINIMUM OF 5' COVER TO TOP OF PIPE REQUIRED
10.CONNECT TO EXISTING 6" CIP WITH SADDLE CLAMP TAP PER APWA PLAN 551
11.INSTALL GATE VALVE ON EXISTING 6" DIP LINE
12.RELOCATE EXISTING HYDRANT ON EXISTING LINE. MINIMIZE HYDRANT DOWN TIME.
13.SEE ALSO U1214
PROPOSED 57 LF OF 1" POLY WATER LINE
INSTALL NEW WATER METER
STATION PLATFORM
INSTALL POST HYDRANT (SEE NOTE 3 & 4)
SEE U1221 FOR NEW GAS LINE
PROPOSED PLATFORM
FOOTING. SEE NOTE 1
HORIZ SCALE IN FEET
0 10 20510
(1" = 10')
VERT SCALE IN FEET
02.5 55 10
(1" = 5')
NOTE 2, 6
PROPOSED RETAINING
WALL FOOTING. SEE
NOTE 1
SWEEP UP TO POST
HYDRANT NOT SHOWN
CONNECT TO EXISTING 6" CIP.
SEE NOTE 8
EX. STORM
510
62
1112
13
PROPOSED
TRACK
SLAB
SIMPSON AVE
x
x
x
x
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-225.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-1-225.dwg
U1225
PROPOSED GAS LINE PLAN
SIMPSON AVENUE
D. TREADWELL
D. TREADWELL
F. NANNENGA
D. TREADWELL
H: 1" = 10' V: 1" = 2.5'
01-16-26
CONNECT TO EXISTING 2"
PLASTIC GAS LINE
SIMPSON AVE. GAS LINE PLAN
HORIZ SCALE IN FEET
0 10 20510
(1" = 10')
CONNECT TO EXISTING 2"
STEEL GAS LINE
WESTBOUND CL
EASTBOUND CL
1
CONSTRUCTION NOTES:
1.SEE SHEET U1231
2.CONSTRUCT 286 LF OF 4" HDPE GAS LINE. CONSTRUCTION BY ENBRIDGE
3.WB STA. 209+41.88, 49.7' RT
4.WB STA. 209+44.97, 40.0' RT
5.WB STA. 211+95.57, 25.6' RT
6.ABANDON EXISTING GAS LINE IN PLACE
7.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF TRACK FOUL ZONE. FUTURE WORK WITHIN
THESE LIMITS REQUIRES APPROVAL FROM UTA.
8.SEE U1242
2
3
4
5
6
7
7
8
HIGHLAND DRIVE
21
3
+
0
0
21
3
+
0
0
ss
ss
ss
ss ss ss
ss
ss
ss ss ss ss ss ss ss ss ss ssss
ss
ss
0+00 0+90
L36
FI
T
T
I
N
G
2
4
0
FITTING 238
FITTING 241
FI
T
T
I
N
G
2
3
9
APPURTENANCE 20
FI
T
T
I
N
G
2
4
2
APPURTENANCE 21
FITTING TABLE
FITTING NAME
FITTING 238
FITTING 239
FITTING 240
FITTING 241
HORIZONTAL ANGLE
0.00
0.00
0.00
0.00
VERTICAL ANGLE
45.00
22.50
22.50
45.00
FITTING ANGLE
45
22.50
22.50
45
SIZE
12 in x 12 in
12 in x 12 in
12 in x 12 in
12 in x 12 in
LINE TABLE
LINE #
L36
LENGTH
90.08
DIRECTION
S19° 58' 31"E
START POINT (N,E)
(7431940.49,1541049.72)
END POINT (N,E)
(7431855.83,1541080.49)
APPURTENANCE TABLE
APPURTENANCE NAME
APPURTENANCE 20
APPURTENANCE 21
SIZE
12 in x 12 in
12 in x 12 in
TYPE
GATE
GATE
TEE TABLE
FITTING NAME
FITTING 242
SIZE
12 in x 12 in x 12 in
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-226.dwg
24-03849
Sheet No.
1/
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S-LINE EXTENSION PROJECT
SL-C-U-1-226.dwg
U1226
PROPOSED WATER LINE PLAN
HIGHLAND DRIVE
D. TREADWELL
D. TREADWELL
F. NANNENGA
D. TREADWELL
1"=10'
01-16-26
SCALE IN FEET
0 10 20510
(1" = 10')
NOTES:
1.INSTALL CATHODIC PROTECTION PER SHEET U1233
2.FILL ABANDONED PIPE WITH FLOWABLE FILL.
3.TRANSITION TO DUCTILE IRON PIPE
4.INSTALL 43 LF OF 18" STEEL CASING FROM STA. 0+18.5 TO STA. 0+61.5. 2" SHOE HEIGHT REQUIRED
5.SEE SHEET U1227 FOR PROFILE
6.PROTECT IN PLACE
7.REMOVE EXISTING VALVES AND ABANDON LINE. SEE ALSO U1214
8.INSTALL 12" HDPE PIPE FROM CONNECTION AT NORTH END TO CONNECTION AT SOUTH END
9.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF TRACK FOUL ZONE. FUTURE WORK WITHIN THESE LIMITS REQUIRES APPROVAL FROM UTA
10.SEE U1231
11.SEE U1230
12.CONNECT TO EXISTING DUCTILE IRON PIPE
HIGHLAND DRIVE WATER LINE PLAN
34
8
7
9
9
6
WESTBOUND CL
EASTBOUND
CL
10
11
2
12
123
1
4355
4360
4365
4370
4375
4380
4385
4355
4360
4365
4370
4375
4380
4385
0.00%
0.00%
98.16%0.00%
0.00%0.00%
-66.00%
0.00%
PVI 0+00.00
EL 4363.20
PVI 0+04.20
EL 4363.20
PVI 0+09.20
EL 4363.20
PVI 0+11.09
EL 4365.05
PVI 0+67.29
EL 4365.05
PV
I
0
+
6
9
.
7
1
EL
4
3
6
5
.
0
5
PVI 0+71.54
EL 4365.05
PVI 0+74.35
EL 4363.20
PVI 0+75.43
EL 4363.20
-0+10
43
6
3
.
2
0
43
7
0
.
3
0+00
43
6
5
.
0
5
43
7
0
.
6
43
6
5
.
0
5
43
7
0
.
6
0+50
43
6
3
.
2
0
43
7
0
.
6
0+95
AP
P
U
R
T
E
N
A
N
C
E
2
1
FI
T
T
I
N
G
2
3
8
FITTING 241
FI
T
T
I
N
G
2
4
2
AP
P
U
R
T
E
N
A
N
C
E
2
0
FI
T
T
I
N
G
2
4
0
FI
T
T
I
N
G
2
3
9
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-227.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-1-227.dwg
U1227
PROPOSED WATER LINE PROFILE
HIGHLAND DRIVE
D. TREADWELL
D. TREADWELL
F. NANNENGA
D. TREADWELL
H: 1" = 10' V: 1" = 5'
01-16-26
HIGHLAND DRIVE WATER LINE PROFILE
NOTES:
1.SEE SHEET U1231 FOR PLAN VIEW
2.SEE SHEETS U1234 AND U1235 FOR CATHODIC PROTECTION DETAILS.
3.PROPOSED ELEVATIONS SHOWN ARE AT TOP OF PIPE
4.MAINTAIN MINIMUM 1' HORIZONTAL AND VERTICAL SEPARATION BETWEEN
PROPOSED WATER LINE AND EXISTING UTILITIES.
HORIZ SCALE IN FEET
0 10 20510
(1" = 10')
VERT SCALE IN FEET
0
(CUSTOM)
5 2.5 5 10
EXISTING GROUND
PROPOSED
EXISTING
SIMPSON AVE
210+00 211+00 212+00
210+00 211+00
212+00
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
APPURTENANCE 14
L31
L32
L33
FI
T
T
I
N
G
2
2
9
FITTING 230
FI
T
T
I
N
G
2
3
1
FITTING 235
FI
T
T
I
N
G
2
3
6
AP
P
U
R
T
E
N
A
N
C
E
1
8
FI
T
T
I
N
G
2
3
7
FI
T
T
I
N
G
2
3
0
G
G
G
G
G
G
G
G
G
ss
ss
ss
ss
ss
ss
L34
L35
FI
T
T
I
N
G
2
3
2
FI
T
T
I
N
G
2
3
4
AP
P
U
R
T
E
N
A
N
C
E
1
9
FITTING TABLE
FITTING NAME
FITTING 235
FITTING 236
FITTING 229
FITTING 230
FITTING 231
FITTING 232
FITTING 234
HORIZONTAL ANGLE
0.00
0.00
44.97
44.96
17.89
33.77
0.00
VERTICAL ANGLE
45.00
11.25
1.86
2.08
41.88
31.85
22.50
FITTING ANGLE
45
11.25
45
45
45
45
22.50
SIZE
12 in x 12 in
12 in x 12 in
12 in x 12 in
12 in x 12 in
12 in x 12 in
12 in x 12 in
12 in x 12 in
LINE TABLE
LINE #
L31
L32
L33
L34
L35
LENGTH
9.80
5.75
231.80
57.46
6.67
DIRECTION
S89° 35' 53"E
S44° 53' 01"E
S89° 44' 06"E
S74° 42' 24"E
N69° 57' 32"E
START POINT (N,E)
(7431895.33,1540765.37)
(7431895.26,1540775.17)
(7431891.19,1540779.22)
(7431890.12,1541011.02)
(7431874.96,1541066.44)
END POINT (N,E)
(7431895.26,1540775.17)
(7431891.19,1540779.22)
(7431890.12,1541011.02)
(7431874.96,1541066.44)
(7431877.25,1541072.71)
APPURTENANCE NAME
APPURTENANCE 14
APPURTENANCE 18
APPURTENANCE 19
SIZE
6 in x 6 in
12 in x 12 in
12 in x 12 in
TYPE
GATE
GATE
GATE
TEE TABLE
FITTING NAME
FITTING 237
SIZE
12 in x 12 in x 6 in
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-231.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-1-231.dwg
U1231
PROPOSED WATER LINE PLAN
SIMPSON AVENUE
D. TREADWELL
D. TREADWELL
F. NANNENGA
D. TREADWELL
1"=10'
01-16-26
CONNECT TO EXISTING
EXISTING WATERLINE
SCALE IN FEET
0 10 20510
(1" = 10')
NOTES:
1.INSTALL CATHODIC PROTECTION PER SHEET U1233
2.NOT USED
3.INSTALL 12" DUCTILE IRON PIPE FROM EXISTING TO FITTING 235.
4.INSTALL 17 LF OF 18" STEEL CASING FROM STA. 2+66 TO STA. 2+83. 2" SHOE HEIGHT REQUIRED.
5.SEE SHEET U1232 FOR PROFILE
6.INSTALL 12 LF OF 6" DUCTILE IRON PIPE AND FIRE HYDRANT PER APWA PLAN 511
7.CONSTRUCT 8.5 LF OF 1" TYPE K COPPER PIPE. VERIFY AND MATCH EXISTING PIPE DIAMETER. INSTALL NEW WATER METER.
8.SEE SHEET U1225
9.INSTALL 12" HDPE PIPE FROM FITTING 235 TO FITTING 234
10.10' DISTANCE FROM TRACK CENTERLINE REPRESENTS LIMIT OF TRACK FOUL ZONE. FUTURE WORK WITHIN THESE LIMITS REQUIRES APPROVAL FROM UTA.
11.SEE ALSO SHEET U1226
12.SEE SHEET U1233
EASTBOUND ℄
WESTBOUND ℄
SIMPSON AVE. WATER LINE PLAN
MA
T
C
H
L
I
N
E
-
S
E
E
B
E
L
O
W
MA
T
C
H
L
I
N
E
-
S
E
E
A
B
O
V
E
6
7
8
10
10
49
3
JORDAN AND SALT
LAKE CANAL
JORDAN AND SALT
LAKE CANAL
11
12
12
1
1
4350
4355
4360
4365
4370
4375
4380
4385
2.61%-0.61%
3.01%
PV
I
0
+
0
0
.
0
0
EL
4
3
5
6
.
7
3
PV
I
0
+
0
9
.
8
0
EL
4
3
5
6
.
9
9
PV
I
0
+
1
5
.
5
5
EL
4
3
5
6
.
9
5
-0+10
43
5
6
.
7
3
43
6
2
.
2
0+00
43
5
7
.
2
4
43
6
2
.
7
43
5
7
.
9
9
43
6
3
.
4
0+50
43
5
8
.
7
4
43
6
4
.
0
43
5
9
.
5
0
43
6
4
.
7
1+00
43
6
0
.
2
5
43
6
5
.
3
43
6
1
.
0
0
43
6
6
.
0
1+50
43
6
1
.
7
5
43
6
6
.
9
43
6
2
.
5
1
43
6
7
.
7
2+00
FI
T
T
I
N
G
2
3
0
FI
T
T
I
N
G
2
2
9
FI
T
T
I
N
G
2
3
7
4350
4355
4360
4365
4370
4375
4380
4385
0.00%
65.
2
2
%
-7
3
.
5
3
%
0.00%
0.00%
PVI 2+38.79
EL 4363.68 PV
I
2
+
4
7
.
3
4
EL
4
3
6
3
.
6
8
PVI 2+56.64
EL 4356.84 PVI 2+92.18
EL 4356.84
PV
I
3
+
0
4
.
7
7
EL
4
3
6
5
.
0
5
PV
I
3
+
1
1
.
4
7
EL
4
3
6
5
.
0
5
43
6
3
.
2
6
43
6
8
.
5
43
6
1
.
7
2
43
6
9
.
3
2+50
43
5
6
.
8
4
43
6
1
.
9
4
43
7
0
.
2
3+00 3+25
EL. 4362.35
EL. 4357.06
AP
P
U
R
T
E
N
A
N
C
E
1
9
FITTING 232
FI
T
T
I
N
G
2
3
4
FI
T
T
I
N
G
2
3
5
FI
T
T
I
N
G
2
3
1
AP
P
U
R
T
E
N
A
N
C
E
1
8
FI
T
T
I
N
G
2
3
6
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-232.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-1-232.dwg
U1232
PROPOSED WATER LINE PROFILE
SIMPSON AVENUE
D. TREADWELL
D. TREADWELL
F. NANNENGA
D. TREADWELL
H: 1" = 10' V: 1" = 2.5'
01-16-26
SIMPSON AVE. WATER LINE PROFILE
NOTES:
1.SEE SHEET U1231 FOR PLAN VIEW
2.SEE SHEETS U1234 AND U1235 FOR CATHODIC PROTECTION DETAILS.
3.PROPOSED ELEVATIONS SHOWN ARE AT TOP OF PIPE
4.MINIMUM 5' VERTICAL SEPARATION REQUIRED FROM EXISTING JORDAN AND SALT LAKE
CANAL TO PROPOSED CASING
5.MAINTAIN MINIMUM 1' HORIZONTAL AND VERTICAL SEPARATION BETWEEN PROPOSED
WATER LINE AND EXISTING UTILITIES
HORIZ SCALE IN FEET
0 10 20510
(1" = 10')
VERT SCALE IN FEET
0
(CUSTOM)
5 2.5 5 10
MA
T
C
H
L
I
N
E
-
S
E
E
A
B
O
V
E
MA
T
C
H
L
I
N
E
-
S
E
E
B
E
L
O
W
EXISTING GROUND
JORDAN AND SALT LAKE CANAL
PROPOSED SANITARY
BYPASS
EXISTING
SANITARY
PROPOSED
EXISTINGCONNECT TO
EXISTING
PROPOSED CASING
EXISTING FIBER
CONNECT TO
EXISTING
EXISTING GAS
SIMPSON AVE
S
1
1
0
0
E
A
S
T
S
T
R
E
E
T
HIG
H
L
A
N
D
D
R
I
V
E
209+00
210+00 211+00 212+00
209
+
0
0
210+00 211+00
212+00
ssss
ss
ss
ss
ss
ss
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-233.dwg
24-03849
Sheet No.
1/
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S-LINE EXTENSION PROJECT
SL-C-U-1-233.dwg
U1233
WATERLINE
CATHODIC PROTECTION
D. TREADWELL
A. LEWIS
F. NANNENGA
D. TREADWELL
1"=20'
01-16-26
GENERAL NOTES:
1.KEEP WORK SITE NEAT AND ORDERLY AT ALL TIMES. REMOVE EXCESS EQUIPMENT AND MATERIALS
WHEN REQUIRED BY PREVAILING CONDITIONS. CONFINE OPERATIONS TO CONSTRUCTION EASEMENTS
AND WORK AREAS. SITE SHALL BE RESTORED TO CONDITION EQUIVALENT TO THE ORIGINAL
CONDITION AND TO THE SATISFACTION OF THE ENGINEER AND OWNER. PREVENT CONTAMINATION OF
THE PROJECT AREA.
2.CATHODIC PROTECTION MATERIALS TO BE STORED OFF THE GROUND AND PROTECTED AGAINST
WEATHER, CONDENSATION, AND MECHANICAL DAMAGE. WIRES SHOULD NOT BE BENT OR TIGHTLY
COILED.
3.MATERIALS DAMAGED IN SHIPMENT OR INSTALLATION ARE TO BE REPLACED BY CONTRACTOR.
4.PIPELINE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ELECTRICAL ISOLATION OF THE NEW
PIPELINE FROM EXISTING PIPELINES, CONCRETE REBAR, ELECTRICAL GROUNDING, CASINGS, PIPE
SUPPORTS, PIPE LATERALS, OR OTHER METALLIC STRUCTURES.
5.CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE
PLANS FOR THIS PROJECT AND ACTUAL FIELD CONDITIONS WHICH MAY INTERFERE WITH THIS
PROJECT.
6.USE THERMITE WELD METHOD FOR ELECTRICAL CONNECTION OF COPPER WIRE TO METALLIC
SURFACES. FOLLOW MANUFACTURER'S PROCEDURES FOR INSTALLATION. ASSURE THAT THE PIPE OR
FITTING WALL THICKNESS IS OF SUFFICIENT THICKNESS THAT THERMITE WELD PROCESS WILL NOT
DAMAGE THE INTEGRITY OF THE PIPE OR FITTING OR PROTECTIVE LINING.
7.ALL TEST STATIONS TO BE INSTALLED ON THE SAME SIDE OF THE ROAD AS DETERMINED BY
OWNER/PROJECT REPRESENTATIVE.
TEST STATION NOTES:
1.SEE TEST STATION SCHEDULE FOR LOCATION, TYPE, AND STYLE OF TEST STATIONS.
2.SEE DETAIL 1, SHEET U1234 FOR TYPE "A" TEST STATION AND ANODE INSTALLATION ON THE 12" DIP
WATERLINE.
3.FLUSH MOUNT TEST STATION SHALL BE TRAFFIC RATED FLUSH MOUNTED CAST IRON BOX ASSEMBLY
BY JENSEN PRECAST, MODEL BROOKS 1-RT OR EQUAL. TEST BOX SHALL BE CONCRETE BODY CAST
WITH A CAST IRON RING, WITH A MINIMUM WEIGHT OF 54 POUNDS AND MINIMUM DIMENSIONS OF 8.75"
INSIDE DIAMETER AND 12" LONG. FURNISH WISH A 12-POUND CAST IRON LID WITH WORDS "CP TEST"
CAST INTO THE LID.
4.TEST LEADS TO BE #10 AWG, SOLID, RHW/USE-2 BLACK INSULATION OR AS SPECIFIED.
5.ALL WIRE CONNECTIONS TO BE WITH CRIMP ON SPADE LUG TERMINALS.
6.INSTALL PANDUIT LABEL TAGS ON ALL WIRES WITHIN TEST STATION BOX AND LABEL TAGS WITH FINE
POINT WATERPROOF INK NYLON MARKER PEN.
7.IF POSSIBLE, INSTALL TEST STATIONS OVER CENTERLINE OF PIPE. PLACE TEST STATIONS ON
PROTECTED LOCATIONS (NEXT TO FENCES, APPURTENANCES, OUT OF ROADWAYS, ETC.) OR OTHER
EASILY ACCESSIBLE AREAS. WHERE REQUIRED, OFFSET TEST STATION TO EDGE OF ROAD.
8.NO BELOW GRADE SPLICING OF WIRES IS ALLOWED WITHOUT PRIOR APPROVAL FROM THE ENGINEER.
CONTRACTOR SHALL ENSURE ALL WIRES ARE OF SUFFICIENT LENGTH FOR EACH INTENDED
APPLICATION.
9.IN-LINE SPLICES WHERE DEEMED NECESSARY BY ENGINEER SHALL BE "C" TAPS MADE OF CONDUCTIVE
WROUGHT COPPER SIZED TO FIT THE WIRES BEING SPLICED. "BUTT" TYPE WIRE SPLICE CONNECTORS
ARE ACCEPTABLE FOR #10 AWG OR SMALLER SPLICES. COAT SPLICES WITH SCOTCH 130C TAPE,
SCOTCH SUPER 88 TAPE, AND SCOTCHKOTE ELECTRICAL COATING AS MANUFACTURED BY 3M
PRODUCTS. 30 MIL LINERLESS RUBBER HIGH VOLTAGE SPLICING TAPE AND 7 MIL VINYL ELECTRICAL
TAPE SUITABLE FOR MOIST OR WET ENVIRONMENTS AND DIRECT BURY.
10.PROVIDE A MINIMUM ANODE SPACING OF 5-FEET FROM ALL BURIED METALLIC STRUCTURES.
11.ANODES TO BE PREPACKAGED 32 LB. HIGH POTENTIAL MAGNESIUM, ASTM B843, GRADE M1C, AND
TESTED IN ACCORDANCE WITH ASTM G97.
12.HEAVIER GALVANIC ANODES MAY BE SUBSTITUTED FOR 32-LB ANODES AT THE CONTRACTOR'S OPTION,
BUT THE TOTAL QUANTITY OF ANODES REQUIRED WILL NOT CHANGE.
13.ANODES TO BE SUPPLIED WITH #12 AWG SOLID COPPER RHW/USE-2 BLACK INSULATION AND
SUFFICIENT LENGTH AS REQUIRED TO REACH FROM PIPELINE TO TEST STATION WITHOUT SPLICING
ADDITIONAL WIRE. UNSPLICED LEAD LENGTH REQUIRED TO BE VERIFIED BY CONTRACTOR.
14.ANODES TO BE BURIED A MINIMUM OF 5 FEET BELOW GRADE AT OR BELOW SPRINGLINE OF PIPE.
15.REMOVE ANODE FROM PLASTIC PACKAGING BEFORE INSTALLATION.
16.BORIN STELTH 2 REFERENCE ELECTRODE, MODEL SRE-007-CUY, TO BE INSTALLED AT ALL TEST
STATIONS ACCORDING TO MANUFACTURER INSTRUCTIONS OR AS SPECIFIED BY ENGINEER.
17.BACKFILL WITH NATIVE SOIL. A MINIMUM OF 12 INCHES AROUND ANY COUPONS, ANODES, AND
REFERENCE CELLS, THEN FLOOD EACH WITH A MINIMUM OF 5 GALLONS FRESH WATER. AFTER WATER
ABSORPTION, CONTINUE BACKFILLING AS SPECIFIED.
18.ROUTE ALL TEST LEADS AND COUPON WIRES IN APPROPRIATELY SIZED SCHEDULE 80 ASTM 1785 PVC
CONDUIT BETWEEN THE PIPE AND THE TEST STATION BASE.
19.DURING BACKFILL, INSTALL CATHODIC PROTECTION WARNING TAPE: 3” PLASTIC, APWA BLUE,
NON-DETECTABLE, MARKED “CAUTION CATHODIC PROTECTION CABLE BURIED BELOW." INSTALL 12"-18"
ABOVE ANY CATHODIC PROTECTION WIRES OR DEVICES.
CONTINUITY BONDING AND COATING NOTES:
1.ALL BURIED METALLIC PRESSURE PIPING SYSTEMS, WHICH CONTAIN MECHANICAL OR
NON-METALLURGICAL JOINTS, SHALL BE MADE ELECTRICALLY CONTINUOUS BY BONDING WITH
STRANDED COPPER WIRE. DIRECT BONDING SHALL BE ACHIEVED USING THE EXOTHERMIC WELD
PROCESS WITH THE NUMBER OF BOND WIRES REQUIRED, PER PIPE JOINT, AS SPECIFIED.
2.MAXIMUM ALLOWABLE RESISTANCE PER JOINT SHALL BE 162 MICRO-OHMS USING TWO BOND CABLES
PER JOINT.
3.PROVIDE DIELECTRIC COATING ON ALL BURIED METALLIC FITTINGS, PIPING, AND VALVE BOXES,
UNLESS SPECIFIED OTHERWISE.
4.BOND ALL ADJACENT FITTING JOINTS WHERE MULTIPLE METALLIC FITTINGS ARE INSTALLED TOGETHER
WITH JOINT BONDS.
5.ALL BARE LINE PIPE, UNCOATED FLANGE BOLTS, UNCOATED MECHANICAL FITTING BOLTS, AND OTHER
UNCOATED BOLTS, NUTS, FLANGES, OR FITTINGS WITH METALLIC COMPOSITION SHALL BE PROTECTED
WITH WAX-TAPE PRIMER AND #1 WAX-TAPE AS MANUFACTURED BY TRENTON CORPORATION OR
APPROVED EQUIVALENT AND APPLIED TO A THICKNESS OF 20 MILS.
SLCDPU SIMPSON AVENUE WATERLINE - CATHODIC PROTECTION OVERVIEW
SCALE: 1" - 20'
WB STA. 209+67, 29.5' RT
CTS #1 - TYPE "A" TEST STATION,
SEE DETAIL
WB STA 211+83.5, 23.9' RT
CTS #2 - TYPE "A" TEST STATION,
SEE DETAIL1,4
U1234 1,4
U1234
20 40
SCALE IN FEET
01020
(1" = 20')
EASTBOUND CL
WESTBOUND CL
10' OFFSET FROM TRACK ℄
PROPOSED CASING
5'-0"
5'-0"
O.C.,TYP
6"
4"
1"
10"
2"
2"
2"
2"
3.5' MIN
12"
3'-0"
MIN
5'-0"
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-234.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-U-1-234.dwg
U1234
CATHODIC PROTECTION
DETAILS 1 OF 2
D. TREADWELL
A. LEWIS
F. NANNENGA
D. TREADWELL
NTS
01-16-26
NOTES:
1.SEE FLUSH MOUNTED TEST STATION DETAIL.
2.POSITION STEEL COUPON 12" AND PARALLEL TO PIPE. COUPON SHOULD BE APPROX. 6"
FROM REFERENCE ELECTRODE.
3.SEE TEST STATION SCHEDULE FOR ANODE QUANTITY AND TYPE.
4.INSTALL AND LABEL EACH TEST LEAD IN TEST STATION.
5.NOT ALL TEST WIRES SHOWN FOR CLARITY. FOR TERMINAL BOARD LAYOUT, SEE DETAIL.
NOTES:
1.COLOR CODE WIRE INSULATION AS SHOWN IN APPLICABLE TEST STATION
DETAILS, CONNECT EACH TEST WIRE TO SEPARATE TERMINAL.
2.WIRE CONFIGURATION FOR FLUSH MOUNTED TEST STATIONS SIMILAR TO
POST MOUNTED TEST STATIONS.
3.PROVIDE 18 INCHES SLACK IN TEST WIRES, MINIMUM
NOTES:
1.TERMINAL BOARD LAYOUT FOR REFERENCE ONLY AND MAY BE DIFFERENT ON PHYSICAL
BOARD.
2.TERMINALS SHALL BE 1/4" STAINLESS STEEL WITH LOCKING WASHER, TWO FLAT WASHERS,
AND DOUBLE NUTS.
3.ALL WIRE CONNECTIONS TO BE WITH RING TONGUE COMPRESSION TERMINALS.
4.INSTALL AND LABEL EACH TEST LEAD IN TEST STATION.
5.TEST WIRES NOT SHOWN FOR CLARITY.
6.ONE (1) COUPON TO BE INSTALLED OR AS SPECIFIED BY ENGINEER WITH MAGNETIC COUPON SWITCH
INSTALLED BETWEEN COUPON TEST LEAD TERMINAL AND PIPE TEST LEAD TERMINAL FOR ALL TEST
STATION TYPES.
NOTES:
1.FILL BOTH ENDS OF CONDUIT WITH DUCT PUTTY.
2.ALL WIRES WILL BE SPLICED USING THE SAME COLOR CODE
AS EXISTING WIRES, AND THE SAME TYPE WIRE.
NOTES:
1.FILL VOIDS AND IRREGULARITIES WITH INSULATING PUTTY,
WRAP CONNECTION WITH TWO LAYERS OF SCOTCH 130C SELF
VULCANIZING RUBBER TAPE AND TWO LAYERS OF SCOTCH 88
VINYL ELECTRICAL TAPE.
2.DETAIL SIMILAR FOR ANODE HEADER WIRE SPLICES. SIZE
COMPRESSION CONNECTORS AS REQUIRED.
NOTES:
1.COPPER SLEEVE REQUIRED FOR #2 AWG JOINT BONDS OR FOR
#12 AWG OR SMALLER TEST WIRES.
2.WELDER AND CARTRIDGE SIZE VARIES ACCORDING TO PIPE
SIZE AND PIPE MATERIAL, CONSULT WELDER MANUFACTURER
FOR RECOMMENDED WELDER AND CARTRIDGE
3.COAT ALL THERMITE WELDS, PIPE, AND EXPOSED COPPER
WIRE AS SPECIFIED.
4.PIPELINE COATING NOT SHOWN FOR CLARITY.
NOTES:
1.ANODES TO BE INSTALLED HORIZONTALLY UNLESS SPECIFIED OTHERWISE.
2.ANODES INCLUDE AN ATTACHED LEAD WIRE FOR INSTALLATION.
3.REMOVE ANODE FROM PLASTIC BEFORE INSTALLATION.
4.ENSURE ANODES ARE NOT IN CONTACT WITH ANY OTHER BELOW GRADE
STRUCTURES.
5.AFTER ANODE INSTALLATION, BACKFILL TO 1-FOOT OVER THE ANODES, WATER
ANODES WITH 5 GALLONS OF WATER PER ANODE, IF SOILS ARE DRY AS
DETERMINED BY THE ENGINEER.
6.WHEN POSSIBLE, PLACE ANODES WITHIN MOIST LOAM AND CLAY SOIL. AVOID
PLACEMENT OF ANODES WITHIN DRY SAND AND DO NOT PLACE WITHIN GRAVEL.
PIPE TERMINAL
0.01 OHM
HOLLOWAY SHUNT
ANODE TERMINAL
COUPON TERMINAL
PIPE TERMINAL
REF.ELECTRODE
TERMINAL
FINISH GRADE
#12 AWG TWIN LEAD, GREEN INSULATION
#8 AWG HEADER WIRE,
BLACK INSULATION
2 - #10 AWG WIRES,
WHITE INSULATION
WIRE SPLICE, TYP,
SEE DETAIL
1 - #14 AWG WIRE,
YELLOW INSULATION
DUCTILE IRON COUPON
PIPELINE
WIRE CONN, TYP,
SEE DETAIL
GALVANIC ANODE,
QUANTITY AS
SPECIFIED, TYPREFERENCE ELECTRODE,
LOCATE 6" FROM PIPE
4' SQUARE x 6" THICK
FORMED CONC PAD 8" DIA. CAST
IRON COVER
12" METER BOX,
PROVIDE EXTENSION
WHERE SPECIFIED
EXTENSION NOT
SHOWN
PLASTIC OR GLASS REINFORCED
BOARD WITH SST TERMINALS,
SEE DETAIL
TEST WIRES
(NOT ALL SHOWN)
CONNECT #8 AWG ANODE
LEAD, IF THERE ARE NO
ANODES THIS CONNECTION
POINT SHALL BE A SPARE
0.01 OHM HOLLOWAY SHUNT,
REQUIRED AT ANODE TEST
STATIONS ONLY
MAGNETIC COUPON SWITCH, SEE NOTE 6
CONNECT #14 AWG
REFERENCE ELECTRODE, YELLOW
CONNECT #12 GREEN COUPON TEST LEAD
CONNECT #12 GREEN COUPON TEST LEAD
PLASTIC OR GLASS REINFORCED BOARD
CONNECT #10 AWG PIPE
TEST WIRE, WHITE
CONNECT #10 AWG
PIPE TEST WIRE,
WHITE
CONNECT FOREIGN PIPE, FOREIGN ANODE, CASING, OR
UNPROTECTED INSULATING FLANGE TEST WIRES. SHUNT
REQUIRED BETWEEN FOREIGN ANODE AND FOREIGN
PIPE TEST WIRE.
PIPELINE
REFERENCE ELECTRODE,
LOCATE 6" FROM PIPE OR AS SPECIFIED
DUCTILE IRON COUPON,
LOCATE 12" FROM PIPE OR AS SPECIFIED
ASPHALT
CONDUIT BUSHING
EACH END
1/8"/FT.
SLOPE
FLUSH MOUNT
TEST STATION,
SEE DETAIL
FINISH GRADE
SIDEWALK
CURB
2" SCH 40 PVC
ANODE
HEADER WIRE
ANODE LEAD WIRE
TAPE WRAP
CONNECTION,
SEE NOTE 1
TAPE WRAP
CONNECTION,
SEE NOTE 1
COMPRESSION
CONNECTOR, TYP FILE OR GRIND WELD AREA
TO BRIGHT METAL BEFORE
WELDING
PIPELINE
INSULATED WIRE THERMITE WELD, SEE NOTES
DIELECTRIC COATING,
SEE NOTES
#8 AWG STRANDED
COPPER ANODE HEADER WIRE
NATIVE SOIL
BACKFILL
WIRE SPLICE,
SEE DETAIL
FINISH GRADE
PREPACKAGE 32LB HIGH
POTENTIAL MAGNESIUM ANODE
FLUSH MOUNT TEST STATION
SCALE: NTS
2
-
3
-
TERMINAL BOARD
WIRING DIAGRAM
TYPE A TEST STATION
SCALE: NTS
1
-
TEST STATION TERMINAL BOARD
SCALE: NTS
3
-
TEST STATION OFFSET
SCALE: NTS
4
-
GALVANIC ANODE WIRE SPLICES
SCALE: NTS
5
-
STEEL AND DUCTILE IRON
PIPE WIRE CONNECTION
SCALE: NTS
6
-HORIZONTAL GALVANIC ANODE INSTALLATION
SCALE: NTS
7
-
2
-
6
-
3
-
5
-
3
-
5
-
CATHODIC PROTECTION TEST STATION SCHEDULE
CTS #STATION TYPE STYLE
NUMBER AND BARE WEIGHT
OF HIGH POTENTIAL
MAGNESIUM ANODES
REMARKS
1 TBD A FLUSH 4 - 32 LB.OFFSET TEST STATION AS SHOWN IN PLAN VIEW
2 TBD A FLUSH 4 - 32 LB.OFFSET TEST STATION AS SHOWN IN PLAN VIEW.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-U-1-235.dwg
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S-LINE EXTENSION PROJECT
SL-C-U-1-235.dwg
U1235
CATHODIC PROTECTION
DETAILS 2 OF 2
D. TREADWELL
A. LEWIS
F. NANNENGA
D. TREADWELL
NTS
01-16-26
NOTES:
1.INSTALL NUMBER OF BOND WIRES SPECIFIED PER
JOINT FOR PIPE DIAMETER AND MATERIAL.
2.COAT ALL THERMITE WELDS, PIPE, AND EXPOSED
COPPER WIRE WITH AQUATA-POXY, WAX TAPE,
DENSO PROTAL 7200, OR COATING SYSTEM AS
SPECIFIED.
3.PIPELINE COATING NOT SHOWN FOR CLARITY.
NOTES:
1.INSTALL NUMBER OF BOND WIRES SPECIFIED PER
JOINT FOR PIPE DIAMETER AND MATERIAL.
2.COAT ALL THERMITE WELDS, PIPE, AND EXPOSED
COPPER WIRE. WITH AQUATA-POXY, WAX TAPE,
DENSO PROTAL 7200, OR COATING SYSTEM AS
SPECIFIED.
3.PIPELINE COATING NOT SHOWN FOR CLARITY.
NOTES:
1.PUSH ON DUCTILE IRON BOND SHOWN, SIMILAR FOR
DUCTILE MECHANICAL AND RESTRAINED JOINTS, AND
STEEL CARNEGIE JOINTS.
2.INSTALL NUMBER OF BOND WIRES SPECIFIED PER
JOINT FOR PIPE DIAMETER AND MATERIAL.
3.COAT ALL THERMITE WELDS, PIPE, AND EXPOSED
COPPER WIRE WITH AQUATA-POXY, WAX TAPE, DENSO
PROTAL 7200, OR COATING SYSTEM AS SPECIFIED.
4.PIPELINE COATING NOT SHOWN FOR CLARITY.
NOTES:
1.INSTALL NUMBER OF BOND WIRES SPECIFIED
PER JOINT FOR PIPE DIAMETER AND MATERIAL.
2.COAT ALL THERMITE WELDS, PIPE, AND
EXPOSED COPPER WIRE WITH AQUATA-POXY,
WAX TAPE, DENSO PROTAL 7200, OR COATING
SYSTEM AS SPECIFIED.
3.PIPELINE COATING NOT SHOWN FOR CLARITY.
NOTES:
1.INSTALL NUMBER OF BOND WIRES SPECIFIED
PER JOINT FOR PIPE DIAMETER AND MATERIAL.
2.COAT ALL THERMITE WELDS, PIPE, AND
EXPOSED COPPER WIRE WITH AQUATA-POXY,
WAX TAPE, DENSO PROTAL 7200, OR COATING
SYSTEM AS SPECIFIED.
3.PIPELINE COATING NOT SHOWN FOR CLARITY.
THERMITE WELD WIRE
CONNECTION, TYP SEE DETAIL
BOND FOLLOWER RING WITH
#12 MIN. AWG HMWPE OR THIN COPPER WIRE
PVC PIPE, TYP
FOLLOWER RING
DETAIL A
THERMITE WELD WIRE
CONNECTION, TYP, SEE DETAIL
#2 AWG STRANDED
COPPER WIRE WITH HMWPE
INSTALLATION
THERMITE WELD WIRE
CONNECTION, TYP, SEE DETAIL
THROUGH CONDUCTOR
THERMITE WELD
THERMITE WELD, TYPE,
SEE DETAIL
BOND PIPE AND COUPLER WITH
#2 AWG HMWPE COPPER WIRE
DETAIL B
DETAIL C
FIRE HYDRANT
CURB
DUCTILE IRON PIPE RISER
BOND WIRE
MJ GATE VALVE
BOND WIREBOND WIRE
DUCTILE IRON TEE
THERMITE WELD WIRE
CONNECTION, TYP, SEE DETAIL
DIP PIPE
FINISH GRADE
THERMITE WELD WIRE
CONNECTION, TYP, SEE DETAIL
#2 AWG STRANDED COPPER
WIRE WITH HMWPE INSULATION
THERMITE WEL WIRE
CONNECTION, TYP, SEE DETAIL
#2 AWG STRANDED COPPER
WIRE WITH HMWPE INSULATION
THERMITE WELD WIRE
CONNECTION, TYP, SEE DETAIL
MECHANICAL JOINT BOND
SCALE: NTS
8
-
FLEXIBLE JOINT BOND
SCALE: NTS
9
-
DUCTILE IRON JOINT BOND
SCALE: NTS
10
-
FLANGED JOINT BOND
SCALE: NTS
11
-
FIRE HYDRANT BONDING
SCALE: NTS
12
-
6
U1234
6
U1234
6
U1234
#12 AWG STRANDED
WIRE PIGTAIL, HMWPE OR THIN
INSULATION, TYP OF 2
#2 AWG STRANDED WIRE,
HMWPE INSULATION
THERMITE WELD,
TYP, SEE DETAIL
FLEXIBLE, EXPANSION,
OR DEPEND-O-LOCK
TYPE COUPLING
6
U1234
6
U1234
6
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U1234
6
U1234
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U1234
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-0-001.dwg
24-03849
Sheet No.
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GENERAL
S-LINE EXTENSION PROJECT
Y0001
OVERHEAD CONTACT SYSTEM
ABBREVIATIONS AND GENERAL NOTES
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
001
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-0-002.dwg
24-03849
Sheet No.
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GENERAL
S-LINE EXTENSION PROJECT
Y0002
OVERHEAD CONTACT SYSTEM
STANDARD SYMBOLS AND STRUCTURAL NOTES
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
3"
C
L
R
3" CLR
SCALE: NTS
AT FEEDER POLE 4" DIA PVC CONDUIT
FOR FEEDER CABLES ONE PER
FEEDER CIRCUIT. IF TWO FEEDER
CIRCUITS ARE LOCATED ON ONE
FEEDER POLE THEN SIGNAL/COMM
CONDUIT WILL REQUIRE FIELD
ENGINEER DIRECTION
OPENING IN POLE BASE PLATE
FOR ACCESS, SMALLEST FEEDER
POLE SHOWN
FOR DOUBLE FEEDER POLES,
SPARE CONDUIT TERMINATES
AT SWEEP
2" DIA CONDUIT FOR
SIGNAL/COMMUNICATION
#4 TIES
2" DIA CONDUIT FOR
LIGHTNING ARRESTER TYPICAL
ALL FEEDER POLES AND AS SHOWN
ON OCS LAYOUT DRAWINGS
TOP OF TRACK SLAB,
EXISTING GRADE
OR TOR EXCEPT AT
SIDEWALK INSTALLATIONS
WHERE TOP OF SLAB IS
160MM BELOW TOP OF
SIDEWALK EXCEPT IN
SECTION 6A.1 WHERE
FLUSH WITH SIDEWALK
2" DIA. 90 DEG SWEEP IN
FOUNDATION FOR LIGHTNING
ARRESTER TYPICAL ALL
POLES WITH SURGE
ARRESTERS SEE LAYOUT
DRAWINGS
3"CL
R
4-# TIES
@ 6" OC
2" x 2" x 1/4"x 6"
A36 ANGLE BRACKET
(SEE NOTE IN SECTION VIEW BELOW)
FOR BOLT CIRCLE, BOLT SIZE, BEARING PLATE
DATA AND BASE PLATE DATA SEE TABLE BELOW
AND CE-OC-5173. WIDE FLANGE POLE
FOUNDATION WILL NOT REQUIRE CONDUIT
SWEEPS FOR FEEDERS. CONDUITS WILL BE
ROUTED OUTSIDE FOUNDATION AND INTO THE
WEB.
XXX
#4
T
I
E
S
@
1
2
"
O
C
SCALE: NTS
SCALE: NTS
FOUNDATION
TRACKSET PARALLEL TO TRACK
BO
L
T
C
I
R
C
L
E
DIA
M
E
T
E
R
"
B
.
C
.
"
"E
"
EQ
U
A
L
EQ
U
A
L
"G" NOMINAL
EQUAL EQUAL
FOUNDATION
PLATE A36 STEEL
1
2" THICK
"G"+"A"+1"3"
"G
"
+
"
A
"
+
1
"
3"
"A
"
+
1
/
4
"
"A"+1/4
"
BOLT CIRCLE
"B.C."
1-1/2"
TYPIC
A
L
LE
N
G
T
H
LE
N
G
T
H
WASHER
LEVELING
NUT
FOUNDATION
FINISH LEVEL
BEARING
PLATE
DOUBLE NUTS
C BOLT
OV
E
R
A
L
L
L
E
N
G
T
H
"
B
"
"H
"
EM
B
E
D
M
E
N
T
D
E
P
T
H
"C
"
TH
R
E
A
D
"D
"
PR
O
J
E
C
T
I
O
N
BOLT DIA. "A"
18
"
GA
L
V
A
N
I
Z
E
D
LE
N
G
T
H
(M
I
N
.
)
ADDITIONAL #8
REINFORCEMENT BARS
TO EXTEND A MINIMUM
OF 3'-6" BELOW THE
BOTTOM OF ANCHORS
ADDITIONAL #8
REINFORCEMENT BARS
(4 EA PER ANCHOR BOLT)
3'-6" FOR TERMINATION POLES
&
3'-0" FOR NON TERMINATION POLES
Y3002
OCS POLE FOUNDATIONS
B.DEMERS
S.KHAYYAT
Y.LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-3-002.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
NOTES:
* THE LATTER PORTION OF THE FOUNDATION REFERENCE (4.6, 5.5, 6.1, 7.6) INDICATES THE FOUNDATION DEPTH IN
METRES.
** "-F" REPRESENTS FEEDER POLE, "BW" REPRESENTS BALANCE WEIGHT POLE, SEE OCS LAYOUT PLANS.
*** THE MAXIMUM ALLOWABLE DESIGN MOMENTS ARE BASED ON FOUNDATION DRILLED PIER CALCULATIONS AND ARE
DESIGNED TO LIMIT THE DEPTH PIER WHILE MEETING THE REQUIREMENTS FOR OCS POLE STRENGTH.
FOR GENERAL NOTES, SEE DRAWING CE-OC-5173.
*FOUNDATION
REFERENCE
BOLT
CIRCLE
"B.C."
BASE PLATE
SIZE
"E"
BASE PLATE
THICKNESS
BOLT DIAMETER
"A"
BOLT SPACING
"G"
EMBEDMENT
DEPTH
"H"
BOLT
PROJECTION
"C"
BOLT THREAD
LENGTH
"D"
OVERALL BOLT
LENGTH
"B"
***MAX ALLOWABLE DESIGN
MOMENT (kip*ft)POLE TYPE
FPE-14 22"23"2"2"15.56"54"12"10"50"66 PD-XX OR PE-XX
FPE-16 PD-XX OR PE-XX22"23"2"2"15.56"54"12"10"50"99
FPE-18 22"23"2"2"15.56"50"12"10"54"143 PD-XX OR PE-XX
FPE-20 (Term.)
FPE-20(Non-Term)
22"23"2"2"15.56"50"12"10"54"175 PD-XX OR PE-XX
250 PD-XX OR PE-XX54"10"12"50"15.56"22"23"2"2"
CL
TOTAL ROLL
TRACK TOLERANCE
EFFECTS
TOTAL ROLL
TRACK TOLERANCE
EFFECTS
3 2 1
4
1 2 3
4
1.24'.62'.50'1.24'.62'.50'
CLEARANCE
ENVELOPE
VEHICLE CRITERIA
6.24'
CLEARANCE ENVELOPE DETAILS:
FULL ROLL OF VEHICLE = 3.00 DEGREES EACH SIDE OF CENTERLINE
FULL ROLL
OPERATING HEIGHT
TOP OF RAIL TO CENTER OF ROLL
TOP OF PANTOGRAPH TO CENTER OF ROLL
ROLL OF PANTOGRAPH
22.50 FT
2.10 FT
20.40 FT
2.00 IN
12.83 IN
14.83 IN
14.83 IN
=
=
=
=
=
(+)
(-)
TRACK ALLOWANCES ALIGNMENT = 1 3/4 IN
CROSS LEVEL @ 1 1/4" DIFFERENCE
1.75 IN
5.70 IN
7.45 IN
=
=
(+)
TOTAL TRACK TOLERANCE EFFECTS,
7.45 IN =0.62 FT
=
6.00 IN =0.50 FT
=10.96 FT
CLEARANCE
PANTOGRAPH PARAMETERS
DESCRIPTION
OVERALL WIDTH OVER HORNS
DESCRIPTION
GAUGE
VEHICLE PARAMETERS
DESCRIPTION
2.0
2.0
56.50
IN.
6.23
0.17
0.17
23.00
13.33
4.71
FT.
2.10
0.17
160
276
OVERHEAD CONTACT SYSTEM PARAMETERS
DESCRIPTION
74.80
3 DEGREES
IN FT
IN FT
IN FT
1.5 0.13
1.25 0.10
2.0
Vm
a
=
FR
E
I
G
H
T
T
R
A
C
K
S
V
n
=
2
7
0
N
O
R
M
A
L
O
P
E
R
A
T
I
N
G
H
E
I
G
H
T
(
2
2
'
-
6
"
)
CARBON CURRENT
COLLECTING STRIPS
OF INTERSECTION
HORN POINT
Wh = 52.24" HORN WIDTH
Wp = 74.80" PANTOGRAPH WIDTH
Wc = 50.39" CARBON WIDTH
12"
PAN HEAD PLAN
CONTACT WIRE OPERATING HEIGHTS
3 2 2 31
SELECTED MAIN LINE TRACK PARAMETERS FOR CLEARANCE ENVELOPE
270
0.25
MAX
REQUIRED CLEARANCE ENVELOPE (ONE HALF)
REQUIRED CLEARANCE ENVELOPE (TOTAL)
UNIVERSAL PANTOGRAPH CLEARANCE ENVELOPE
27
5
"
M
A
X
I
M
U
M
O
P
E
R
A
T
I
N
G
H
E
I
G
H
T
(
2
2
'
-
1
1
"
)
2" UPLIFT (NOTE 3)
FOR ALL CONTACT WIRE HEIGHTS ON ALL UTA LINES
HORIZONTAL ALIGNMENT TOLERANCE (SEE NOTE 1)
CROSS LEVEL TOLERANCE (SEE NOTE 1)
RAIL CENTERS (NOTE 1)4.9459.22
TRUCK ROLL CENTER HEIGHT (NOTE 1)
LATERAL SHIFT AT TRUCK ROLL CENTER (NOTE 2)
MAXIMUM VEHICLE REPETITIVE ROLL ANGLE (NOTE 2)
25.15
PANTOGRAPH ROLL AT ALL HEIGHTS (NOTE 2)
MAXIMUM PANTOGRAPH OPERATING HEIGHT (NOTE 2)
MINIMUM PANTOGRAPH OPERATING HEIGHT (NOTE 2)
MAXIMUM CONTACT WIRE HEIGHT FOR DESIGN
CONTACT WIRE UPLIFT ALLOWANCE (NOTE 3)
22'6"
3
WORST CASE CONDITIONS ARE WITH FULL VEHICLE ROLL WITHOUT WIND AT 22'6":FT
1.24 FT
5.48 FT=
FULL ROLL = 20.40 TAN (3.00)
TRACK ALIGNMENT: (NOTE 4)
ELECTRICAL/MECHANICAL CLEARANCE ALLOWANCE, (NOTE 4)
PANTOGRAPH UPLIFT ALLOWANCE (NOTE 1) (NOTE 3)
WIDTH OF CLEARANCE = 10.96' USE (11'-0")ELECTRICAL/MECHANICAL
HALF WIDTH OF PANTOGRAPH: C TO 1 IN DIAGRAM = 6.23 FT /2 = 3.12 FTL
TOTAL ROLL, 1 TO 2
2 TO 3
3 TO 4
6.23ft. [1900mm]
79.17ft. [24132mm]
39.59ft. [12066mm]
29.58ft. [9016mm]
39.59ft. [12066mm]
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-005.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
Y7005
OCS TECHNICAL SHEET
UNIVERSAL PANTOGRAPH
CLEARANCE ENVELOPE
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1. FOR UNIVERSAL PANTOGRAPH CLEARANCE PURPOSES, TRACK
TOLERANCES ARE TAKEN FROM AIRPORT LRT .
2. PER DESIGN CRITERIA CHAPTER 11.
3. CONTACT WIRE UPLIFT ALLOWANCE INTERPRETED AS 2"
PANTOGRAPH UPLIFT PLUS 1" CARBON WEAR.
NOTES:
SITE SPECIFIC DRAWINGS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
BASIC DESIGN DRAWINGS
OCS SITE SPECIFIC DRAWINGS INCLUDE MASTER OVERLAP CHARTS, OCS
WIRING LAYOUT PLANS, FOUNDATION AND POLE SCHEDULES.
A MASTER OVERLAP CHART IS A SINGLE LINE DIAGRAM OF THE ROUTE
SHOWING EACH TENSION LENGTH, IT'S TERMINATION TYPE, AND MID-POINT
ANCHOR RELATIVE TO TRACK ALIGNMENT AND CIVIL FEATURES.
FOUNDATION AND POLE SCHEDULES PROVIDE VALUES FOR STATIONING AND
OFFSET FOR THE CENTER OF EACH NEW STRUCTURE AND THE ASSEMBLY
REFERENCE CALLOUTS FOR POLE FOUNDATION AND POLE TYPES.
ALONG TRACK STATIONING OF THE POLE FOUNDATIONS AND DOWN GUY
ANCHOR FOUNDATIONS SHALL BE VERIFIED AGAINST THE AS-BUILT
TRACK ALIGNMENT BY THE POLE AND FOUNDATION CONTRACTOR PRIOR TO
COMMENCING WORK.
THE POLE AND FOUNDATION STATIONING IS BASED ON THE DESIGNED TRACK
ALIGNMENT AND PROFILE DRAWINGS OF THE LIGHT RAIL SYSTEM. AS-BUILT
VARIATIONS IN THE ALIGNMENT BEYOND THE STATED TOLERANCES SHALL
BE REFERRED TO THE PROJECT MANAGER IMMEDIATELY.
OFFSET DIMENSIONS ARE MEASURED FROM THE CENTERLINE OF TRACK
TO CENTERLINE OF POLE AT TRACK LEVEL AND SHALL BE VERIFIED PRIOR
TO THE FABRICATION OF ANY OCS ASSEMBLIES.
THE TOP OF FOUNDATION HEIGHT GIVEN IN THE FOUNDATION AND POLE
SCHEDULE DRAWINGS IS REFERENCED TO THE ADJACENT RAIL LEVEL OF
THE NOMINATED LIGHT RAIL TRACK.
OCS WIRING LAYOUT PLANS SHOW ALL WIRING SUPPORT AND RESISTRATION
LOCATIONS, AND ORIENTATION OF WIRES AND EQUIPMENT, PRINCIPAL WIRING
DIMENSIONS AND ASSEMBLY REFERENCES.
CONTACT WIRE HEIGHT DIMENSIONS ARE REFERENCED TO THE DESIGNED
RAIL LEVEL AT CENTERLINE OF THE TRACK SERVICED BY THAT WIRE.
LOADS GENERATED BY THE ATTACHMENT OF FUTURE OR TEMPORARY WIRING
OR ANCILLARY WIRES TO THE STRUCTURES HAVE NOT BEEN CONSIDERED
EXCEPT WHERE NOTED ON THE DRAWING OR CONTRACT SPECIFICATION.
ALL DIMENSIONS, DETAILS AND ELEVATIONS OF EXISTING CONDITIONS INCLUDING
TRACK TOLERANCES SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD
PRIOR TO THE FABRICATION OF STRUCTURES AND OTHER ASSOCIATED
EQUIPMENTS.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
CONTRACTOR AS BUILT RECORD DRAWINGS
CONTRACTOR SUPPLIED SHOP DRAWINGS
OCS BASIC DESIGN DRAWINGS INCLUDE TECHNICAL SHEETS, GENERAL
ARRANGEMENT DRAWINGS, TYPICAL SPAN DRAWINGS, TYPICAL STRUCTURE
DRAWINGS, AND ASSEMBLY DRAWINGS.
TECHNICAL SHEET DRAWINGS PROVIDE BASIC DATA AND DEVELOPED CRITERIA
RELATING TO THE OVERHEAD CONTACT SYSTEM AND ITS RELATIONSHIP
WITH OTHER EQUIPMENT AND SYSTEMS.
GENERAL ARRANGEMENT DRAWINGS SHOW THE REQUIRED RELATIONSHIP
BETWEEN MULTIPLE SPANS OF WIRING AND MULTIPLE STRUCTURES.
TYPICAL SPAN DRAWINGS SHOW CONTACT AND MESSENGER WIRE SPANS
AND THE RELATIONSHIP BETWEEN VARIOUS OCS ASSEMBLIES NEEDED TO
FIT OUT EACH SPAN OF A GIVEN TYPE.
TYPICAL STRUCTURE DRAWINGS SHOW A CROSS SECTION VIEW OF
INDIVIDUAL STRUCTURE TYPES AND THE RELATIONSHIP BETWEEN VARIOUS
OCS ASSEMBLIES NEEDED TO FIT OUT THE STRUCTURE.
ASSEMBLY DRAWINGS SHOW ONE OR MORE ASSEMBLIES OF
GENERIC PARTS WITH REQUIRED DIMENSIONS, INSTALLATION REQUIREMENTS,
AND BILL OF MATERIALS TABLE. ASSEMBLIES ARE IDENTIFIED BY
DISCRETE REFERENCE NUMBERS.
FINAL DETAILING OF ASSEMBLIES SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR WHO SHALL PRODUCE SHOP DRAWING FOR EACH AND EVERY
ASSEMBLY REFERENCE REQUIRED FOR THE COMPLETE INSTALLATION OF THE
OCS. CONTRACTORS AND SUPPLIERS ARE ENCOURAGED TO PROVIDE
THEIR OWN STANDARD ASSEMBLIES AND COMPONENTS PROVIDED THAT
THEY MEET THE REQUIREMENTS FOR PURPOSE, DIMENSIONAL PERFORMANCE,
AND SPECIFICATION. DETAILING SHALL INCLUDE PARTS IDENTIFICATION AND BILL
OF MATERIALS TABLE.
CONSISTENCY OF ASSEMBLIES AND PARTS SHALL BE MAINTAINED FOR
ALL APPLICATIONS THROUGHOUT THE PROJECT.
THE LOADING VALUES SHOWN ON OCS ASSEMBLY DRAWINGS ARE
FOR INFORMATION ONLY, SUCH VALUES MAY HAVE FORMED THE BASIS FOR
ASSEMBLIES CALLED FROM OTHER CONTRACT DRAWINGS.THE CONTRACTOR
SHALL DETERMINE AND RECORD THE ACTUAL LOADING CAPACITIES FOR THE
ASSEMBLIES AND COMPONENTS TO BE PROVIDED ON SHOP DRAWINGS.
ALL OCS ASSEMBLIES SHALL BE TESTED TO DEMONSTRATE MECHANICAL
STRENGTH CAPABILITY INCLUDING THE REQUIRED FACTORS OF SAFETY. PAST
TEST RESULTS MAY BE USED.
TEST RECORDS OF ALL ASSEMBLIES INCLUDING PHOTOGRAPHS OF THE
TEST RIG IN EACH CASE, IF APPROPRIATE, SHALL BE SUPPLIED TO THE
PROJECT MANAGER BEFORE INSTALLATION.
GENERALA.
B.
C.D.
E.
1.THE SCOPE, CONTENT, AND PRESENTATION OF CONTRACTOR PREPARED
DRAWINGS SHALL BE MODELED ON CONTRACT SITE SPECIFIC AND BASIC
DESIGN DRAWINGS WHERE APPROPRIATE.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
1.
2.
3.
4.
5.
6.
7.
8.
9.
THE ELECTRICAL CONTRACTOR SHALL PREPARE OCS AS BUILT STRUCTURE
RECORD DRAWINGS.
EACH OCS STRUCTURE RECORD DRAWING SHALL CONTAIN THE INFORMATION
REQUIRED.
AN OCS STRUCTURE RECORD DRAWING DEPICTS ONE OR MORE POLES
OR BUILDING ATTACHMENTS, PLUS EQUIPMENT ARRANGED TO SUPPORT AND/OR
REGISTER MESSENGER AND CONTACT WIRES AT ONE SPECIFIC LOCATION.
AS-BUILT FOUNDATION SCHEDULES SHALL BE COMPLETED AS DETAILED IN
DRAWING Y7195 AND THE TITLE ENDORSED 'AS-BUILT'.
THE ELECTRICAL CONTRACTOR SHALL PREPARE REDLINE DRAWINGS FOR ALL OCS
WIRING LAYOUTS SHOWING ALL DESIGN CHANGES MADE IN THE INSTALLATION.
CHANGES TO THE OCS WIRING LAYOUTS SHALL ONLY INCLUDE THOSE TO BRING THE
DESIGN INTO COMPLIANCE WITH DESIGN CRITERIA OR FOR POLE STATIONINGS MOVED
ONE FOOT OR MORE.
AFTER THESE UPDATES HAVE BEEN INCORPORATED THE OCS WIRING LAYOUT SHALL
BE ENDORSED 'DESIGN UPDATE' SINCE IT DOES NOT SHOW ACTUAL STAGGER VALUES
AND WIRE HEIGHTS AS INSTALLED.
ACTUAL 'AS-BUILT' STAGGER VALUES AND CONTACT WIRE HEIGHTS RECORDED DURING
ACCEPTANCE MEASUREMENT TESTS SHALL BE SHOWN APPROPRIATELY ON THE
STRUCTURE RECORD DRAWINGS.
THE ELECTRICAL CONTRACTOR SHALL PREPARE REDLINE DRAWINGS OF MASTER
OVERLAP CHARTS AND SECTIONING DIAGRAMS SHOWING CHANGES FROM THE
SUPPLIED CONTRACT DRAWINGS.
CONTRACTOR SHOP DRAWINGS SHALL BE PREPARED BY SUPPLIERS FOR ALL ASSEMBLIES
USED IN THE WORK.
CONTRACTOR SHOP DRAWINGS SHALL CARRY THE SAME TITLES AND ASSEMBLY REFERENCES
AS THESE CONTRACT DRAWINGS.
EXAMPLE MATERIALS LISTS SHOWN ON CONTRACT ASSEMBLY DRAWINGS GIVE TYPICAL
COMPONENT NAMES. SUPPLIER NAMES FOR COMPONENTS WILL BE ACCEPTED IN SHOP
DRAWING MATERIALS LISTS. SUPPLIER PARTS NUMBERS SHALL BE GIVEN.
COMPONENT DRAWINGS SHALL ACCOMPANY SHOP DRAWINGS.
ALTERNATIVE ASSEMBLY CONFIGURATIONS MAY BE USED IF ELECTRICAL AND MECHANICAL
FUNCTIONS ARE EQUIVALENT AND APPROVED BY THE ENGINEER.
THE WEIGHT OF SECTION INSULATOR ASSEMBLIES SHALL BE GIVEN ON THEIR SHOP DRAWINGS.
THE BREAKING LOAD AND MAXIMUM OPERATING LOAD FOR ALL STRAIN CLAMPS SHALL BE
GIVEN ON CORRESPONDING COMPONENT DRAWINGS.
IN ORDER TO DEMONSTRATE ADEQUATE PANTOGRAPH CLEARANCE, CANTILEVER DRAWINGS
SHALL BE DRAWN TO SCALE, FOR A CONTACT WIRE HEIGHT OF 19'-6" AND THE MINIMUM
POLE CLEARANCE PERMITTED FOR THE RELEVANT TRACK CURVATURE AND TRACK
SUPERELEVATION FEATURED. SCALED CANTILEVER DRAWINGS SHALL INCLUDE THE OUTLINE
OF THE PANTOGRAPH CLEARANCE ENVELOPE.
EACH CANTILEVER SHOP DRAWING SHALL SHOW:
A. MAXIMUM RADIAL LOAD PERMITTED ON EACH CONDUCTOR
B. MAXIMUM CANTILEVER REACH PERMITTED
FOR EACH HEADSPAN STRUCTURE, CONTRACTOR SHALL PREPARE INDIVIDUAL SITE SPECIFIC SHOP
DRAWINGS DRAWN TO SCALE WITH INDIVIDUAL OCS ASSEMBLIES SHOWN AND DIMENSIONED,
INCLUDING COMPONENT LISTS.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-006.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
Y7006
OVERHEAD CONTACT SYSTEM
DRAWING HIERARCHY AND
CONTENT REQUIREMENTS
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
NOTE 2
TABLE 3
CATENARY DROOP
DUE TO ICE
TABLE 2
MAX PERMISSIBLE
MIDSPAN OFFSET
TABLE 1
BLOW-OFF
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-009.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
Y7009
OCS TECHNICAL SHEET
MAX PERMISSIBLE MIDSPAN OFFSET,
BLOW-OFF AND CATENARY DROOP
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.MAX. SPAN FOR 22'-6" CWH SHALL BE 180 FEET.
2.DROOP IS DEFINED AS THE ADDITIONAL MIDSPAN SAG OF AN
OCS DUE TO ICE ON THE CONDUCTORS.
NOTES:
RADIAL LOAD = T * SIN (A/2) X 2
C
SUPPORT
C
SUPPORT C
SUPPORT
C
SUPPORT C
SUPPORT
C
SUPPORT
LLL
L
L
L
"L" =
LOW POINT LOW POINT
"L" =2
L1+L2
PLAN
WIND LOAD
C
SUPPORT
L C
SUPPORT
L
C
SUPPORT
L
L
L2L1
S
"L"
RADIAL
LOAD
STRUCTURE
ANGLE
A
"L"
L1 L2
"L"
ELEVATION
VERTICAL LOAD
MW, CW
MW
CW
SUM OF THE DISTANCE TO
THE LOW POINT OF THE
MESSENGER ON BOTH SIDES
OF CENTER SUPPORT.
MW, CW
TRACK CL
PLAN AT SUPPORT
RADIAL LOAD - TANGENT TRACK
PLAN AT SUPPORT
RADIAL LOAD BY ANGLE
MW, CW
MW, CW
RADIAL LOAD = 4 T S
S
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-010.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
Y7010
OVERHEAD CONTACT SYSTEM
TECHNICAL SHEET
SCAT VERTICAL, WIND & RADIAL LOADS
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1. NON OPERATING CONDITION IS -30° F WITH 1/2" RADIAL ICE ON
MESSENGER WIRE AND 1/2" RADIAL ICE ON CONTACT WIRE AND
BALANCE WEIGHT ANCHORS LOCKED AT 0° F.
2. THE EXTREME WIND NON-OPERATING CONDITION IS 90 MPH AT 0°
F WITHOUT ICE AS DEFINED ON DRAWING Y7003.
3. TANGENT TRACK RADIAL LOADS ASSUME A 12" STAGGER AT
EACH END OF THE SPAN.
4. FOR MAXIMUM TENSIONS IN CONDUCTORS, SEE TECHNICAL
SHEET CONDUCTOR AND WIRE PARTICULARS SUMMARY
DRAWING Y7003.
5. EQUIPMENT SHALL BE DESIGNED OR SELECTED TO HAVE
MAXIMUM SAFE LOADS THAT EXCEED LOADS FOR THE
CONDITIONS SHOWN.
NOTES:
ERECTION TOLERANCE
Vm
a
=
LATERAL SHIFT AT ROLL CENTER
1.00 IN
1.14 IN
2.00 IN
2.00 IN
1.00 IN
26.91 IN
37.40 IN
2.00 IN
1.00 IN
0.99 IN
2.00 IN
1.00 IN
28.16 IN
37.40 IN
2.00 IN
2.00 IN
6.47 IN
AT 22'-6" CWH AT 19'6" CWH
TRACK ALLOWANCES ALIGNMENT = 1.00"
CROSS LEVEL EFFECT @ .25" DIFFERENCE (TABLE 2)
6.48 IN (180FT)8.82 IN (210FT)
3.88 IN 3.88 INSTAGGER CHANGE ON 2640 FT
10.49 IN 9.24 IN
AT 22'-6" CWH AT 19'6" CWH
ERECTION TOLERANCE
1.00 IN
2.32 IN
14.82 IN
1.00 IN 1.00 IN
2.32 IN
3.88 IN 3.88 IN
13.11 IN 14.12 IN
CRITERIA: (NO WIND, FULL ROLL CONDITION):
CONTACT WIRE HEIGHT
CROSS LEVEL EFFECT (TABLE 4)
LATERAL SHIFT
FULL ROLL
1.00"
1.14 IN 0.99 IN
12.94
HALF CARBON WIDTH
AVAILABLE FOR STAGGER
SELECTED MAXIMUM STAGGER
25.19 IN25.19 IN
12.08 IN 11.07 IN
22.13 IN24.16 IN
11 IN 12 IN
FR
E
I
G
H
T
T
R
A
C
K
S
V
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=
2
7
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N
O
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M
A
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A
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(
2
2
'
-
6
"
)
CARBON CURRENT
COLLECTING STRIPS
OF INTERSECTION
HORN POINT
Wh = 52.24" HORN WIDTH
Wc = 50.39" CARBON WIDTH
12"
PAN HEAD PLAN
11" MAX STAGGER
TANGENT & CURVE
(TABLE 1)
12" MAX STAGGER
TANGENT & CURVE
(TABLE 1)
PANTOGRAPH PARAMETERS
DESCRIPTION
OVERALL WIDTH OVER HORNS
PANTOGRAPH ROLL AT ALL HEIGHTS FROM CENTERLINE
PANTOGRAPH UPLIFT ALLOWANCE
MAXIMUM PANTOGRAPH OPERATING HEIGHT
DESCRIPTION
GAUGE
GAUGE TOLERANCE (INCLUDED IN LATERAL MOTION)
VEHICLE PARAMETERS
DESCRIPTION
TRUCK ROLL CENTER HEIGHT
1.50
3.00
56.50
IN.
6.23
0.13
0.25
22.92
13.75
4.71
FT.
2.08
0.17
25
LATERAL SHIFT AT TRUCK ROLL CENTER
MAIN LINE TRACK PARAMETERS
INCL. WHEEL WEAR
165
275
OVERHEAD CONTACT SYSTEM PARAMETERS
DESCRIPTION
OPERATING WIND SPEED WITHOUT ICE
HEIGHT DUE TO WIND
55 MPH
2.00
0.08
0.17
74.80
CARBON COLLECTOR LENGTH
MAXIMUM CATENARY CONSTRUCTION TOLERANCE
MAXIMUM DESIGNED STAGGER AT 19'-6"
1.0
HORIZONTAL ALIGNMENT TOLERANCE
CROSS LEVEL TOLERANCE
0.01
MAXIMUM VEHICLE REPETITIVE ROLL ANGLE 3 DEGREES
IN FT
IN FT
IN FT
SEE TABLE 5
1.00 0.08
0.25 0.02
2.72 0.23
4.94
RAIL HEAD WIDTH
CENTER TO CENTER OF RAILS 59.22
NOTE 3
NOTE 3
2.0
50.39 4.20
MINIMUM PANTOGRAPH OPERATING HEIGHT
MAXIMUM DESIGNED STAGGER AT 22'-6"
SEE TABLE 5
BLOW OFF OF CW ON 180 FT SPAN 6.48 0.54
8.82 0.74BLOW OFF OF CW ON 210 FT SPAN
TOTAL
50% OF TOTAL
FOR 22'-3" CWH
TABLE 1 - PARAMETERS FOR PANTOGRAPH SECURITY
TABLE 5 - CALCULATION FOR MAXIMUM STAGGER ON BALLASTLESS TRACK
WITH 50% ALL ALLOWANCES AND STAGGER, CONTACT WIRE TO REMAIN ON CARBON.
ALIGNMENT TOLERANCE
AT 22'-6"AT 19'6"
STAGGER CHANGE ON 2640 FT
MAXIMUM POLE DEFLECTION ALLOCATION AT CONTACT WIRE
CENTER TO CENTER OF RAILS
0.25 IN=
59.22 IN=
AT 22'-6" CWH AT 19'6" CWH
19.50 FT
CROSS LEVEL TOLERANCE
0.99 IN
CONTACT WIRE OPERATING HEIGHT (CWH)22.50 FT
CROSS LEVEL EFFECT AT CWH = CWH x 0.25/59.22 = 1.14 IN
VEHICLE ROLL AT 3 DEGREES ABOVE ROLL CENTER
TABLE 2 - CALCULATION FOR CROSS LEVEL EFFECT
TABLE 3 - CALCULATION FOR ROLL INTO WIND
12.82 IN
2.00 IN
14.82 IN
7.41 IN 6.47 IN
12.94 IN
2.00 IN
10.94 IN
PANTOGRAPH ROLL
TOTAL ROLL
50% ALLOWANCE (NOTE 2)
TABLE 4 - CALCULATION FOR PANTOGRAPH SECURITY AT MIDSPAN
PANTOGRAPH ROLL INTO WIND (TABLE 3)
BLOW OFF OF CONTACT WIRE ON MAXIMUM STAGGER (NOTE 5)
POLE DEFLECTION ALLOWANCE DUE TO WIND AT CWH
STAGGER EFFECT ALLOWANCE
TOTAL HALF PANTOGRAPH ROLL FROM CENTERLINE
HALF PANTOGRAPH WIDTH
SECURITY BY DIFFERENCE
AVAILABLE MIDSPAN OFFSET ON MAX SPAN WITH 4" SAFETY AT HORN 6.49 IN (NOTE 4)5.24 IN (NOTE 4)
27
5
"
M
A
X
I
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O
P
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A
T
I
N
G
H
E
I
G
H
T
(
2
2
'
-
1
1
"
)
Wp = 74.80" PANTOGRAPH WIDTH
7.41 IN
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-011.dwg
24-03849
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S-LINE EXTENSION PROJECT
Y7011
OCS TECHNICAL SHEET
PANTOGRAPH SECURITY AND MAXIMUM
STAGGERS FOR BALLASTLESS TRACK
B.DEMERS
S.KHAYYAT
Y.LIU
B.DEMERS
NTS
01-16-26
10-24-25
1.FOR ACCEPTANCE OF INSTALLED OCS, PERMISSIBLE STAGGER AND
MSO IS ONE INCH MORE THAN THE DESIGN VALUE.
2.AREMA RECOMMENDED ALLOWANCE: 50% OF FULL ROLL INTO WIND.
3.TRACK TOLERANCE ALLOWED IS TWICE THE PERMISSIBLE VALUE
FOR EMBEDDED TRACK PER DESIGN CRITERIA.
4.FOR PERMISSIBLE MIDSPAN OFFSETS FOR SPANS OF SHORTER
LENGTH SEE DRAWING Y7009.
5.MAXIMUM SPAN OF 210FT AT 19'6" WIRE HEIGHT SPECIFIED BY UTA.
NOTES:
H = ADJUSTED HANGER LENGTH (IN.)
SH = STANDARD SYSTEM HEIGHT (IN.)
SH , SH = UNEQUAL SYSTEM HEIGHTS (IN.)
N
NH = H + ( ( A - A ) - ( A - A ) )
N
L
S
R
H = NORMAL HANGER LENGTH (IN.)
X = DISTANCE TO HANGER (FT.)
L = SPAN LENGTH (FT.)
S R S L
WHERE:
L
X
L
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-012.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
Y7012
OVERHEAD CONTACT SYSTEM
TECHNICAL SHEET
HANGER LENGTH TABLE
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1. NORMAL SYSTEM HEIGHT: SCAT AUTO-TENSIONED = 4'-0"
2. HANGER LENGTHS ARE FOR SPANS WITH 4'0" SYSTEM HEIGHTS
EACH END.
3. HANGER LENGTHS FOR AUTO-TENSIONED, LOW PROFILE/NORMAL
SYSTEM HEIGHT ARE BASED ON A 500 kcmil HARD DRAWN
COPPER MESSENGER AT 4800 POUND TENSION AND A 350 kcmil
HARD DRAWN GROOVED CONTACT WIRE AT 3000 POUND
TENSION. 0.04 LBS/FT HAS BEEN ADDED TO THE WEIGHT OF
CONDUCTORS TO ACCOUNT FOR THE WEIGHT OF
MISCELLANEOUS HARDWARE.
4. CONTRACTOR SHALL FIELD MEASURE THE HANGER LENGTHS
AND COMPARE RELATIVE TO CALCULATED THEORETICAL
HANGER LENGTHS, IN ORDER TO ACHIEVE THE PROPER
CONTACT WIRE HEIGHT AND PROFILE WHEN IT IS MEASURED
FROM TOP OF RAIL.
NOTES:
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-013.dwg
24-03849
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S-LINE EXTENSION PROJECT
Y7013
OVERHEAD CONTACT SYSTEM
TECHNICAL SHEET
INSTALLATION TENSIONS AND SAGS
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1. TENSIONS ARE GIVEN FOR TYPICAL TEMPERATURE RANGE FOR
CONSTRUCTION.
2. LOADED TENSIONS EXIST IN MESSENGER WIRES BEFORE
BALANCE WEIGHTS ARE
RELEASED TO APPLY AUTO TENSIONING.
3. UNLOADED TENSIONS EXIST IN MESSENGER WIRE TO PROFILE
THE MESSENGER INTO
ITS FINAL SAG BEFORE THE CONTACT WIRE IS INSTALLED.
4. SAG VALUES APPLY ONLY TO THE SAME SPAN LENGTH AS THE
EQUIVALENT SPAN.
NOTES:
°F
30
DISTANCE FROM MIDPOINT ANCHOR (FT)
TEMP.
0.68
200
40 0.45
50 0.23
*60 0
70 0.23
80 0.45
90 0.68
100 0.90
110 1.13
120 1.35
130 1.58
y = ALONG TRACK MOVEMENT (IN)
* NORMAL CONDITION CANTILEVER IS INSTALLED PERPENDICULAR TO TRACK
NORMAL
TO
W
A
R
D
MI
D
P
O
I
N
T
AN
C
H
O
R
(
-
)
AW
A
Y
F
R
O
M
M
I
D
P
O
I
N
T
AN
C
H
O
R
(
+
)
1.35
1.80
3.16
2.71
2.26
1.35
0.90
0.45
0
0.45
0.90
400
2.03
2.71
4.74
4.06
3.38
2.03
1.35
0.68
0
0.68
1.35
600
2.71
3.61
6.32
5.41
4.51
2.71
1.80
0.90
0
0.90
1.80
800
3.38
4.51
7.90
6.77
5.64
3.38
2.26
1.13
0
1.13
2.26
1000
4.06
5.41
9.48
8.12
6.77
4.06
2.71
1.35
0
1.35
2.71
1200
4.74
6.32
11.05
9.48
7.90
4.74
3.16
1.58
0
1.58
3.16
1400
5.41
7.22
12.63
10.83
9.02
5.41
3.61
1.80
0
1.80
3.61
1600
6.09
8.12
14.21
12.18
10.15
6.09
4.06
2.03
0
2.03
4.06
1800
6.77
9.02
15.79
13.54
11.28
6.77
4.51
2.26
0
2.26
4.51
2000
7.44
9.93
17.37
14.89
12.41
7.44
4.96
2.48
0
2.48
4.96
2200
8.12
10.83
18.95
16.24
13.54
8.12
5.41
2.71
0
2.71
5.41
2400
CANTILEVER REACH (DIMENSION R) FT-IN
0.020.020.0220.03
1.341.431.54161.66
22
20
3.17
2.61
18 2.11 1.82
2.25
2.73
2.42
2.93
1.95
2.11
2.55
1.70
14 1.27
12
10
0.93
0.64
8
6
0.41
0.23
4 0.10
0.56
0.80
1.101.17
0.60
0.86
1.03
0.52
0.75
0.09
0.200.21
0.38
0.10
0.19
0.36 0.33
0.08
MOVEMENT
Y (IN)
6'-6"7'-6"7'-0"8'-0"
0.010.010.010.020.020.020.020.020.02
0.06
0.13
0.36
0.52
0.71
1.18
1.46
1.76
0.930.971.021.071.131.191.26
1.36
1.68
2.03
1.51
1.87
2.262.40
1.98
1.60
1.77
2.14
1.43
1.94
1.60
1.29
1.85
1.52
1.23
0.07
0.15
0.42
0.60
0.82
0.46
0.67
0.910.97
0.71
0.49
0.86
0.44
0.63
0.07
0.17
0.31
0.18
0.30
0.08
0.16
0.28
0.07
0.78
0.57
0.40
0.74
0.55
0.38
0.27 0.25
0.14
0.06
0.24
0.14
0.23
0.06
0.860.89
1.08
1.34
1.62
1.40
1.69
1.13
0.33
0.48
0.650.68
0.35
0.50
0.05
0.120.13
0.22
0.06
0.21
11'-6"10'-0"
D = STAGGER CHANGE (IN)
9'-0"8'-6"9'-6"10'-6"11'-0"12'-6"12'-0"
ALONG
TRACK
3.053.7824 3.50 3.26 2.702.86 2.55 2.312.42 2.20 2.10 2.01 1.93
STAGGER CHANGE
AUTO-TENSIONED SIMPLE CATENARYAUTO-TENSIONED SIMPLE CATENARY
ALONG TRACK MOVEMENT
0 1.35
10 1.13
20 0.90
2.71
1.80
2.26
4.06
2.71
3.38
5.41
3.61
4.51
6.77
4.51
5.64
8.12
5.41
6.77
9.48
6.32
7.90
10.83
7.22
9.02
12.18
8.12
10.15
13.54
9.02
11.28
14.89
9.93
12.41
16.24
10.83
13.54
TABLE 1 TABLE 2
5'-6"6'-0"
0.03
1.80
3.44
2.83
2.29
1.37
1.01
0.70
0.45
0.25
0.11
4.12
0.03
1.97
3.77
3.10
2.50
1.50
1.10
0.76
0.49
0.27
0.12
4.52
RECOMMENDED INSTALLATION PROCEDURE:
IT IS RECOMMENDED THAT STAGGERS BE SET TO
THE DESIGN VALUE WITH THE BALANCE WEIGHT(S)
LOCKED IN THEIR NORMAL POSITION AT 60 F.
APPLICATION NOTE:
MAXIMUM TENSION LENGTH SHALL BE BASED ON
LAST IN-RUNNING CANTILEVER NOT EXCEEDING
2640 FT FROM FIXED TERMINATION OR MIDPOINT.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-014.dwg
24-03849
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S-LINE EXTENSION PROJECT
Y7014
OVERHEAD CONTACT SYSTEM
TECHNICAL SHEET
TRACK MOVEMENT & STAGGER CHANGE
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.CANTILEVER REACH IS FROM BRACKET HINGE TO CONTACT
WIRE ON STAGGER.
NOTE:
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-015.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
Y7015
OVERHEAD CONTACT SYSTEM
CONDUCTOR PARTICULARS
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.FOR ABBREVIATIONS AND GENERAL NOTES SEE DWG. Y0001.
2.FOR SYMBOLS AND STRUCTURAL NOTES SEE DWG. Y0002.
3.WEIGHT OF CATENARY INCLUDING AN ASSUMED HANGER LOAD
OF 0.04 LB/FT.
4.ICE CONDITION IS WITH ONE HALF INCH RADIAL ICE THICKNESS
ON MESSENGER AND CONTACT WIRE.
5.MESSENGER TENSION IS AT THE LOADED CONDITION WITH
CONTACT WIRE AND HANGERS.
6.DROOP IS DEFINED AS THE ADDITIONAL SAG OF AN OCS DUE
TO ICE ON THE CONDUCTORS.
7.WIND PRESSURES ARE BASED ON NESC, RULE 250B FOR HEAVY
LOADING DISTRICT & SPEC. SEC. 12.5.12.
8.OPERATING AND NON-OPERATING CASES MUST BE COMPARED
TO DETERMINE WORST POSSIBLE LOAD COMBINATION FOR
STRUCTURAL AND OCS COMPONENT DESIGN CONSIDERATION.
9.90 MPH WIND SPEED TRANSLATES TO EQUIVALENT 21LB/FT
HORIZONTAL WIND PRESSURE WITH CORRESPONDING
OVERLOAD FACTOR OF 1.0 FOR STRUCTURAL DESIGN
PURPOSES.
10.IT IS ASSUMED THAT 40 MPH IS THE MAXIMUM WIND SPEED
WHERE ICE ON THE CONTACT WIRE AND MESSENGER WIRE IS
STILL CAPABLE OF ADHERING. IN EXCESS OF 40 MPH WIND
SPEED ALL ICE ON THE WIRES IS CONSIDERED TO BE BLOWN
AWAY.
11.THE OCS IS IN AUTO-TENSION MODE FOR A TEMPERATURE
RANGE OF 0°F TO 120°F. THE SYSTEM BECOMES A FIXED
TERMINATED SYSTEM BY MEANS OF BALANCE WEIGHT STOPS
AT TEMPERATURES BELOW 0°F AND AT HIGH TEMPERATURES
ABOVE 120°F.
12.THE FOLLOWING EQUIVALENT SPAN LENGTHS ARE USED IN
DETERMINING TENSIONS IN THE FIXED TERMINATED
CONDITION: MESSENGER WIRE 100FT CONTACT WIRE 25FT
13.LOAD FACTORS ONLY APPLY TO CALCULATIONS FOR
DETERMINING: POLE ALLOWABLE BENDING MOMENT VALUES
NOTES:
TRACK RAILS OF RAILROADS
(EXCEPT ELECTRIFIED
RAILROADS USING OVER-
HEAD CONDUCTOR.)
TOP OF RAIL
22
'
-
6
"
ROADS, STREETS, ALLEYS
NONRESIDENTIAL DRIVE-
WAYS, PARKING LOTS, AND
OTHER AREAS SUBJECT TO
ANY VEHICLE EXCEEDING
8 FT HEIGHT
OVER GROUND
PARALLEL AND WITHIN
RIGHT OF WAY OF PUBLIC STREETS
IN URBAN DISTRICT
18
'
-
0
"
18
'
-
0
"
ABOVE GROUND
DRIVEWAYS OR
AREAS ACCESSIBLE
TO PEDESTRIANS OR
RESTRICTED TO
RIDERS ON HORSES
ANIMAL, AND VEHICLES
LESS THAN 8 FT HEIGHT
OCS CONTACT WIRE OR ASSOCIATED SPAN WIRE
GUYS & SPAN WIRES
COMMON WIRES,CABLES & MESSENGERS
LIGHTNING PROTECTION WIRES
SUPPLY LINES 0V-750V
SUPPLY LINES 750V-22KV
SUPPLY LINES GREATER THAN 22KV
4'
-
0
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
6'
-
0
"
(N
O
T
E
3
)
SEE NOTE 2
SEE NOTE 4
16
'
-
0
"
OCS CONTACT WIRE, MESSENGER
WIRE, AERIAL FEEDER SPANWIRE
LIVE FITTINGS OR UNGROUNDED FITTINGS
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-016.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
Y7016
OCS VERTICAL
ELECTRICAL CLEARANCE REQUIREMENTS
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.ALL CLEARANCES ARE MINIMUM.
2.VERTICAL CLEARANCES APPLY UNDER ALL WEATHER
CONDITIONS:
A. CONDUCTOR TEMPERATURE RANGE OF -30° TO 130° F,
NO WIND, WITH FINAL UNLOADED SAG INTHE WIRE.
B. SPAN LENGTHS NOT GREATER THAN THE FOLLOWING:
SINGLE CONTACT WIRE - 125 FT.
SIMPLE CATENARY - 210 FT.
3.FOR VOLTAGES EXCEEDING 22KV (UP TO 470KV) THE
CLEARANCE SHALL BE INCREASED BY 0.4 INCHES FOR EACH
1KV, OR FRACTION THEREOF.
4.VERTICAL CLEARANCES TO NON-OCS CONDUCTORS APPLY
UNDER THE FOLLOWING CONDITIONS WHICHEVER PRODUCES
THE LARGEST SAG IN THE CONDUCTOR:
A. CONDUCTOR SAG AT 125° F NO WIND DISPLACEMENT, OR
B. MAXIMUM CONDUCTOR DESIGNED OPERATING
TEMPERATURE IF GREATER THAN 120° F, OR
C. 32° F WITH RADIAL ICE OF 0.5 INCHES
5.ALL ELECTRICAL CLEARANCES SHALL COMPLY WITH NATIONAL
ELECTRICAL SAFETY CODE.
6.NON-OCS EQUIPMENT SHALL NOT BE WITHIN 10 FEET OF OCS
EQUIPMENT.
NOTES:
LEGEND FOR MASTER OVERLAP CHART
GRADE CROSSING
STATION
FUTURE TRACK
MPA
MPA
SECTION INSULATOR
ST
5
BALANCE WEIGHTBW
FT FIXED TERMINATION
MIDPOINT ANCHOR
4 4
OVERLAP
DISCONNECT SWITCHDSW
MIDPOINT ANCHOR
SHOWING WIRE RUN
TPSS
LEGEND FOR SECTIONING DIAGRAM
GRADE CROSSING
STATION
200+00
INSULATED OVERLAP
SECTION INSULATOR
WITH DISCONNECT SWITCH
DSW
Mc
C
L
E
L
L
A
N
D
S2
TPSS
200+00
Mc
C
L
E
L
L
A
N
D
S2
FT
6
BW
5
BW
6
MPA
5 5
ST
X5
ST
X6
FT
X6
FT
X5
S
1
1
t
h
E
a
s
t
SO
U
T
H
H
I
G
H
L
A
N
D
D
R
.
ST SPRING TENSIONER
SECTIONING DIAGRAM
MASTER OVERLAP CHART
SI
113
9
151
6
113
9
191
9
243
'
238
'
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-100.dwg
24-03849
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S-LINE EXTENSION PROJECT
Y7100
OVERHEAD CONTACT SYSTEM
MASTER OVERLAP CHART
AND SECTIONING DIAGRAM
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
SL-C-Y-7-100.dwg
POLE
A/2AAAAAAA/2
POLE
CONTACT WIRE
MESSENGER WIRE
A/2AAAAAA/2
A/2 A A A A A/2
A/2 A A A A/2
A/2AAA/2
AA/2 A/2
POLEPOLE
POLE POLE
POLEPOLE
POLEPOLE
POLEPOLE
4'
-
0
"
NO
R
M
A
L
4'
-
0
"
NO
R
M
A
L
4'
-
0
"
NO
R
M
A
L
4'
-
0
"
NO
R
M
A
L
4'
-
0
"
NO
R
M
A
L
4'
-
0
"
NO
R
M
A
L
STANDARD SPANS
SPANS 181' - 210'
ASSEMBLY HA-7
SPANS 151' - 180'
ASSEMBLY HA-6
SPANS 121' - 150'
ASSEMBLY HA-5
SPANS 91' - 120'
ASSEMBLY HA-4
SPANS 61' - 90'
ASSEMBLY HA-3
SPANS 30' - 60'
ASSEMBLY HA-2
IN-SPAN POTENTIAL EQUALIZING JUMPER
JS1 (TYP)
Y7180
OVERHEAD CONTACT SYSTEM
TYPICAL STANDARD SPANS
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
NOTES:
1.THE HANGER SET ASSEMBLY REQUIRED FOR EACH SPAN IS
SHOWN IN THE OCS WIRING LAYOUT PLANS AND
ALLOCATION SCHEDULES.
2.FOR "A" AND "L " DIMENSIONS DIVIDE ACTUAL SPAN BY
NUMBER OF HANGERS ASSIGNED.
3.MAXIMUM HANGER SPACING IS 30 FEET.
2
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-180.dwg
24-03849
STANDARD DRAWINGS
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0
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S-LINE EXTENSION PROJECT
NO. OF HANGERSANCHOR SPAN HANGER SET REF
SPRING TENSIONER ANCHOR SPAN
FOR OVERLAPS
ANCHOR SPAN
ANCHOR SPAN
OOR OVERLAP
POLE
OOR OVERLAP
POLE
ANCHOR
POLE
ANCHOR
POLE
OOR CONTACT
WIRE DIMENSION
(SEE OCS WIRING
LAYOUT PLAN)
30'30'30'30'AS REQUIRED
30'30'30'
OOR CONTACT
WIRE DIMENSION
(SEE OCS WIRING
LAYOUT PLAN)
FIXED TERMINATION ANCHOR SPAN
FOR OVERLAPS
30'
HANGER ALLOCATION TABLE
IN-RUNNING
CONTACT WIRE
HEIGHT (NOTE 1)
IN-RUNNING
CONTACT WIRE
HEIGHT (NOTE 1)
CW HT
CW HT
DOWNGUY ASSEMBLY
FOR ANCHOR HEIGHT, SEE OCS WIRING
LAYOUT PLANS OR STANDARD ANCHOR
HEIGHT TABLE
FIXED TERMINATION
ASSEMBLY FT-01
HANGER SET ASSEMBLY
(SEE TABLE)(SEE NOTE 2)
HANGER SET ASSEMBLY
(SEE TABLE)(SEE NOTE 2)
SEE NOTE 3
SEE NOTE 3
POTENTIAL JUMPER JP1
(INSULATED OVERLAPS ONLY)
POTENTIAL JUMPER JP1
(INSULATED OVERLAPS ONLY)
1
2
3
4
5
6
HA-1
HA-2
HA-3
HA-4
HA-5
HA-6
20'
30'
2'
-
0
"
(T
Y
P
)
S
T
A
N
D
A
R
D
20'AS REQUIRED
FOR ANCHOR HEIGHT,
SEE OCS WIRING
LAYOUT PLANS
SPRING TENSIONER
ASSEMBLY ST-01
TOP OF POLE
TOP OF POLE
UP TO 60
90
120
150
180
210
BALANCE WEIGHT ANCHOR SPAN
FOR OVERLAPS
ANCHOR SPAN
OOR OVERLAP
POLE
ANCHOR
POLE
OOR CONTACT
WIRE DIMENSION
(SEE OCS WIRING
LAYOUT PLAN)
30'30'30'30'AS REQUIRED
IN-RUNNING
CONTACT WIRE
HEIGHT (NOTE 1)
CW HT
HANGER SET ASSEMBLY
(SEE TABLE)(SEE NOTE 2)
SEE NOTE 3
POTENTIAL JUMPER JP1
(INSULATED OVERLAPS ONLY)
20'FOR ANCHOR HEIGHT,
SEE OCS WIRING
LAYOUT PLANS
SPRING TENSIONER
ASSEMBLY ST-01
TOP OF POLE
Y7182
OVERHEAD CONTACT SYSTEM
TYPICAL ANCHOR SPANS
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-182.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
1.CONTACT WIRE HEIGHT IS FOR THE IN-RUNNING CONTACT
WIRE AT THE ANCHOR POLE.
2.ADJUST HANGER LENGTHS TO ACHIEVE SMOOTHLY
GRADED CONTACT WIRE.
3.INSULATORS SHALL BE 4'-0" MINIMUM, 5'-0" MAXIMUM
LATERALLY AND HORIZONTALLY FROM SUPERELEVATED
CENTERLINE OF TRACK.
NOTES:
FT
FULL FEEDING JUMPER
TYPE JF1 (TYP)
MAIN LINE
OCS
MAIN LINE
OCS
TURNOUT/CROSSOVER
OCS
CANTILEVER FOR
TURNOUT/CROSSOVER OCS
CANTILEVER FOR
MAINLINE OCS
>
~
SE
E
L
A
Y
O
U
T
P
L
A
N
4'
-
0
"
(
T
Y
P
)
POLE POLE
CROSSOVER SPAN - VARIES
TURNOUT SPAN - VARIES
POLE
4'
-
0
"
(
T
Y
P
)
POLE
1"
FT OR ST SPAN - VARIES
(ST SPAN SHOWN)
ST OR FT SPAN - VARIES
(FT SPAN SHOWN)
* SEE OCS LAYOUT SHEETS FOR POLE AND CANTILEVER STYLE
TURNOUT/CROSSOVER OCS PROFILE
MAINLINE OCS >
TWIN CANTILEVER
ARRANGEMENT
5'
-
0
"
(
T
Y
P
)
12
"
M
I
N
.
SECTION INSULATOR
(IF REQUIRED)FULL FEEDING
JUMPER TYPE JF-1
(TYP)
CROSSOVER
OCS
CROSS CONTACT
BRIDGE (TYP.)
DOUBLE CANTILEVER
FULL FEEDING
JUMPER TYPE JF-1
(TYP)
FULL FEEDING
JUMPER TYPE JF-1
(TYP)
MAIN LINE OCS
MAIN LINE OCS
GUY WIRE FOR
FEEDER SUPPORT
CLCL CL CL
ST
ST
ST
ST
FT
6 FOOT MIN. BETWEEN
INSULATORS
6-9 FEET TO POLE
4' MIN, TO
MAINLINE
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-183.dwg
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S-LINE EXTENSION PROJECT
SL-C-Y-7-183.dwg
Y7183
OCS DIAMOND CROSSOVER
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.DIMENSION SHOWN FOR SYSTEM HEIGHTS AND
TERMINATIONS ARE TYPICAL; FOR ACTUAL VALUES
REFER TO OCS LAYOUT AND ALLOCATION PLANS.
NOTE:
PUSH OFF PULL OFF
PUSH OFF PULL OFF
Y7190
OVERHEAD CONTACT SYSTEM
TYPICAL CENTER POLE STRUCTURES
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-190.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
1.FOR ABBREVIATIONS AND GENERAL NOTES SEE DWG. Y0001.
2.FOR SYMBOLS AND STRUCTURAL NOTES SEE DWG. Y0002.
3.FOR SITE SPECIFIC POLE OFFSETS, WIRE HEIGHTS AND
STAGGERS SEE OCS LAYOUT PLAN AND ALLOCATION
SCHEDULE.
4.FOR SITE SPECIFIC POLE AND WIRING ASSEMBLY
REFERENCES SEE OCS WIRING LAYOUT PLAN AND
ALLOCATION SCHEDULE.
NOTES:
POLE
SCALE: NTS
TUBULAR POLE SHOWN SEE DRAWING CE-OC-5174 FOR
CONDUIT ON WIDE FLANGE AND DETAIL "C" FOR WIDE FLANGE
ATTACHMENT. THE WIRE RUN FROM THE SURGE ARRESTER
TO THE OCS IS THE SAME FOR EITHER STYLE POLE.
SCALE: NTS
A
CL
DETAIL D
-
SURGE ARRESTER
UNIT
BRACKET FOR SURGE ARRESTER
SEE DETAIL "C" OR "D"
CABLE TIES
2/0 AWG INSULATED
COPPER CABLE MESSENGER
WIRE
FEEDER SPOUT
18" BELOW
CANTILEVER
SURGE ARRESTER ASSEMBLY FOR
SIMPLE CATENARY SA-01-X (# OF FEEDERS)
FEEDER CABLES
(SEE NOTE 3)
POLE
CL
SURGE ARRESTER
UNIT
2/0 AWG 2000 VOLT
INSULATED GROUND
WIRE
2/0 AWG INSULATED CABLE
(FROM SURGE ARRESTER TO
MESSENGER WIRE)
BRACKET FOR SURGE
ARRESTER
2" CONDUIT WITH 2/0 AWG, INSULATED
COPPER WIRE TO GROUND ROD, STRAPPED TO
POLE (SEE NOTE 1)
SURGE ARRESTER GROUNDING
(SEE NOTE 2)
3ft. LONG 2" dia.
PVC CONDUIT
CADWELD
2/0 AWG 2000 VOLT
INSULATED GROUND
WIRE
.75" x 10' COPPER
CLAD GROUND ROD
24"
2" DIA CONDUIT FOR SURGE ARRESTER
CABLE AT EVERY FEEDER POLE AND AT
ANY FOUNDATION WHERE SURGE ARRESTERS
HAVE BEEN ALLOCATED.
FEEDER CABLE CONDUIT
SEE NOTE 2
ELEVATION
POLE
CL
MOUNTING PLATE FOR
TUBULAR POLE USE SS
STRAPPING ATTACHMENT
SCALE: NTS
DETAIL C
-
MOUNTING PLATE FOR
TUBULAR POLE USE SS
STRAPPING ATTACHMENT
SCALE: NTS
DETAIL A
-SCALE: NTS
DETAIL B
-
2/0 AWG CABLE TO
MESSENGER WIRE CLAMP
MESSENGER
WIRE
SURGE ARRESTER
CABLE
2/0 AWG CABLE TO
MESSENGER WIRE CLAMP
CONTACT
WIRE
D&C DETAIL "C" IS FOR
THE WIDE FLANGE
POLES AND SHOWS
THE LINDAPTER ATTACHMENT
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-191.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
Y7191
OVERHEAD CONTACT SYSTEM
TYPICAL SURGE ARRESTOR
STRUCTURE
B.DEMERS
S.KHAYYAT
Y.LIU
B.DEMERS
NTS
01-16-26
1.CONNECT SURGE ARRESTER NEGATIVE CABLE DIRECT
TO GROUND ROD(S).
2.SURGE ARRESTER GROUND RESISTANCE TO BE LESS
THAN 5 OHMS. ADDITIONAL GROUND RODS SHALL BE
INSTALLED AS NEEDED TO OBTAIN THIS RESISTANCE.
3.FOR FEEDER CABLE CONNECTION TO OCS, SEE FEEDER
JUMPER ASSEMBLY DRAWING NO.# CE-OC-5191.
NOTES:
Y7192
OVERHEAD CONTACT SYSTEM
BYPASS DISCONNECT SWITCH
STRUCTURE
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-192.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
1.FOR ABBREVIATIONS AND GENERAL NOTES, SEE DRAWING Y0001.
2.FOR SYMBOLS AND STRUCTURAL NOTES SEE DWG Y0002.
3.LIGHTNING ARRESTER SHALL BE MOUNTED ON POLES AS SHOWN
ON DRAWING Y7233.
4.OUT-OF-RUNNING SECTION INSULATORS ARE NOT PART OF
ASSEMBLY TYPES SHOWN IN THIS DRAWING, FOR LOCATION, SEE
WIRING LAYOUT PLANS AND ALLOCATION SCHEDULES.
5.LIST OF MATERIAL & COMPONENTS SHOWN AND QUANTITIES ARE
THE RESPONSIBILITY OF THE CONTRACTOR AND THE OCS
SUPPLIER.
6.TYPICAL CABLES FOR BYPASS DISCONNECT SWITCH ARE 2-500
kcmil CABLES.
7.EXTERNAL OPENING DEVICE SUITABLE FOR MANUAL HOOK STICK
OPERATION.
8.ALL JUMPER CLAMPS SHALL BE DUPLICATE.
NOTES:
TRACK
OOR MW
CW
MW
NO
T
E
4
NOTE 4
NO
T
E
4
POLE
FOUNDATION
HEADSPAN
WIRE
CROSS-SPAN
WIRE
POLE FOUNDATION (TYP)
FOR DETAILS SEE
FOUNDATION SCHEDULE
DWG. Y7195
GROUND ROD
FOR POLE
GROUNDING
STRUCTURE NUMBER DECAL
EACH SIDE OF POLE Y7202
TUBULAR POLE
ASSEMBLY PE-XX
DWG. Y7201
INSULATION (TYP)
HEADSPAN ASSEMBLY,
DWG. Y7209
BRACKET HEIGHTS
NOTE 3 AND 6
BRACKET HEIGHTS
NOTE 3 AND 6
GROUND ROD FOR
POLE GROUNDING
OOR CW
CL CLTRACK
TYPICAL HEADSPAN STRUCTURE
Y7194
OVERHEAD CONTACT SYSTEM
TYPICAL HEADSPAN STRUCTURES
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-194.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
1.HEAD SPAN STRUCTURES SHALL ONLY BE USED WHERE SITE
CONDITIONS DO NOT ALLOW CANTILEVER POLES TO BE
INSTALLED.
2.A SITE SPECIFIC SCALED CROSS SECTION DRAWING OR SHOP
DRAWING SHALL BE PREPARED FOR EACH HEAD SPAN
STRUCTURE.
3.SAG OF HEADSPAN SHALL BE APPROXIMATELY SPAN/8.
4.CONTACT AND MESSENGER WIRE HEIGHTS AND STAGGERS
SHALL BE AS SHOWN ON OCS WIRING LAYOUT AND
ALLOCATION SCHEDULES.
5.EACH CROSS SECTION DRAWING SHALL INCLUDE A
COMPLETE LIST OF ASSEMBLIES FOR THE TOTAL
INSTALLATION OF THE STRUCTURE.
6.ATTACHMENT HEIGHTS OF HEADSPAN POLE BRACKETS
SHALL BE SHOWN ON EACH SITE SPECIFIC CROSS SECTION
DRAWING.
NOTES:
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-201.dwg
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S-LINE EXTENSION PROJECT
SL-C-Y-7-201.dwg
Y7201
TAPERED TUBULAR STEEL POLE
ASSEMBLIES, TYPE PA, PB, PC, PD, & PE
B.DEMERS
N.WU
Y.LIU
B.DEMERS
SCALE OF DWG
01-16-26
OCS
1.THE FABRICATION OF POLE ASSEMBLY SHALL BE IN
CONFORMANCE WITH THE REQUIREMENTS OF THE AISC
SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION
OF THE STRUCTURAL STEEL OF BUILDINGS, LATEST EDITION.
2.POLE SHALL HAVE A UNIFORM TAPER OF APPROXIMATELY
FOURTEEN HUNDREDTHS (.14) OF AN INCH PER LINEAR FOOT.
THE 0.14" : 1' SLOPE IS THE REDUCTION RATE IN DIAMETER.
3.WELDING SHALL BE IN CONFORMANCE WITH THE AWS DI.I
SPECIFICATIONS OF LATEST EDITION.
4.THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR
EACH POLE ASSEMBLY REFERENCE REQUIRED.
5.POLE HARDMARK SHALL INCORPORATE POLE ASSEMBLY
REFERENCE.
6.ALLOCATE POLES WITH LENGTH IN INTEGRAL FEET, SHOWN AS
"XX" IN THE POLE ASSEMBLY REFERENCE.
7.FOR POLE LENGTH, SEE OCS WIRING LAYOUT AND MATERIAL
ALLOCATION DRAWINGS.
8.STRUCTURE NUMBER DECALS SHALL FACE ALONG TRACK EACH
WAY. TWO NUMBER DECALS ARE REQUIRED PER POLE. SEE
DWG. Y7210.
9.THE HANDHOLE SHALL BE REINFORCED TO MEET THE
ALLOWABLE BENDING MOMENT SHOWN IN THE POLE SCHEDULE
TABLE.
10.INSTALL POLE SUCH THAT THE HAND HOLE IS LOCATED SO
THAT IT FACES THE DIRECTION OF INCREASING TRACK
STATIONING.
11.ALLOWABLE BENDING MOMENT SHOWN IN THE POLE SCHEDULE
IS THE MAXIMUM ALLOWABLE BENDING MOMENT AT POLE BASE,
AND ASSUMES LOAD IS APPLIED AT THE MESSENGER WIRE
HEIGHT FROM TOP OF THE BASE PLATE. POLE SHAFT SHALL
HAVE A MINIMUM YIELD STRESS OF 55,000 PSI.
NOTES:
POLE ELEVATION
CHARACTER DIMENSIONS
Y7202
OVERHEAD CONTACT SYSTEM
OCS POLE ID NUMBER
ASSEMBLY SD-01 AND SCHEDULE
B.DEMERS
S.KHAYYAT
Y.LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-202.dwg
24-03849
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S-LINE EXTENSION PROJECT
1.ALL OCS POLES SHALL BE IDENTIFIED USING CONSECUTIVE
NUMBERED REFLECTIVE SELF-ADHESIVE BLACK DECALS,
POSITIONED AS SHOWN.
2.DECAL NUMBERS SHALL BE SIMILAR TO EXISTING UTA-LRT
POLE DECAL NUMBERS.
3.ONE STRUCTURE DECAL ASSEMBLY SD-01 COMPRISING TWO
DECAL NUMBERS SHALL BE INSTALLED PER POLE.
4.POLE ID NUMBERS SHALL BE INSTALLED FACING ALONG TRACK
FACING APPROACHING TRAIN
5.DECALS SHALL BE PERMANENTLY FIXED TO EACH POLE. ALL
SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH
DECAL MANUFACTURER INSTRUCTIONS.
6.CONTRACTOR SHALL PROVIDE SHOP DRAWING SUBMITTAL FOR
UTA APPROVAL.
NOTES:
TYP
TYP
HANDHOLE DETAIL "A"
SECOND SPOUT IF
REQUIRED
TYP
FEEDER SPOUT SEE DETAIL "B"
FOR TRACTION POWER FEED.TYP
17' (NOMINAL) SPOUT IS SET
457mm BELOW CONTACT WIRE
SCALE: NTS
SCALE: NTSSCALE: NTS
SCALE: NTS
SCALE: NTS
CL
CABLE SUPPORT
HOOK SEE DETAIL "C"
HEX. HEAD STAINLESS
STEEL SCREWS
HANDHOLE COVER
1mm THICK SUPPLIED
WITH GASKET
HAND HOLE
SEE DETAIL "A"
REMOVABLE
POLE CAP
ELEVATION
TUBULAR FEEDER POLE PE-XX-F
ORIENTATION OF
FEEDER SPOUT AND HANDHOLE
A
-
DETAIL "A"
FEEDER SPOUT
POLE WALL
HANDHOLE RIM
(Fy=55 ksi MIN)
TUBING
SECTION
CL
POLE
DETAIL " B "
(FOR TRACTION POWER FEED)
CL
POLE
102mm STEEL
PIPE SPOUT
TOP OF
POLE
CABLE SUPPORT HOOK
(WELD TO POLE)
DETAIL " C "
(SECTION THRU POLE)
A
DIRECTION OF TRAVEL ON RAIL
TAPERED TUBULAR
POLE
4"
61
0
m
m
17mm 25mm
1 2"
45
°
75mm
4"
8"(
T
Y
P
)
1"
T
H
R
E
A
D
(
T
Y
P
)
30°
4"
Y7203
OVERHEAD CONTACT SYSTEM
B.DEMERS
S.KHAYYAT
Y.LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-203.dwg
24-03849
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S-LINE EXTENSION PROJECT
1.MODIFICATIONS SHOWN ARE TO BE INCORPORATED IN THE
STANDARD POLE DETAIL, TO ACCOMODATE
FEEDER/SNOW MELTER CABLES TO BE INSTALLED WITHIN
THE TUBULAR POLES.
2.ORIENTATION AND LOCATION OF FEEDER SPOUT AND
HANDHOLES WITH RESPECT TO ANCHOR BOLTS TO BE
SUPPLIED AS SHOWN UNLESS OTHERWISE NOTED ON THE
LAYOUT AND ALLOCATION DRAWINGS.
3.ALL STEEL FABRICATED PARTS TO BE MANUFACTURED PER
SPECIFICATIONS.
4.DETAILS SHOWN ARE TYPICAL. MANUFACTURER'S
STANDARD DETAILS MAY BE SUBSTITUTED UPON APPROVAL
OF THE ENGINEER.
NOTES:
3
2
1
HINGE BRACKET
CLEVIS ATTACHMENT
CLAMP HALF - BOLT HEAD SIDE
CLAMP HALF - NUT SIDE
POLE BAND STRAP
4
5
6
7
8
9
1
2
3
SU
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T
O
1
5
"
DIA
M
E
T
E
R
4"
1
1
-
4
-
1
ASSEMBLY TYPE BC-01
TWO BRACKETS PER POLE
FOR SINGLE CANTILEVER
SU
I
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S
W
I
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E
L
HI
N
G
E
F
U
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N
I
S
H
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DI
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N
S
I
O
N
T
O
ASSEMBLY TYPE BC-02
TWO BRACKETS PER POLE FOR
BACK-TO-BACK CANTILEVERS
HINGE TYPE POLE BAND BRACKET ASSEMBLY
FOR CANTILEVERS
ONE BRACKET PER POLE
FOR EACH TERMINATION
(NOTE 5)
STIFFENERS
BOLT WITH SELF LOCKING NUT AND WASHER
THREADED STUD
HEXAGON NUTS
BAND SECTION WITH FILLET PLATES
TYPICAL FILLET DETAIL
XX IS POLE DIAMETER IN INCHES
RIVET WITH
COTTER PIN
HDG
RIVET WITH
COTTER PIN
HDG
ASSEMBLY TYPE TB-02-XX
DESCRIPTION REMARKS
EXAMPLE MATERIALS LIST
ITEM
APPLICATION RULE
TWO PIECE POLE BRACKET ASSEMBLY
FOR BACKBONE, CROSSPAN, AND CONDUCTOR TERMINATIONS
(NOTE 9)
BC TYPE POLE BANDS ARE ALLOCATED IN PAIRS IN
THE ASSEMBLY REFERENCES SHOWN IN THE WIRING
LAYOUTS AND ALLOCATION SCHEDULE.
Y7207
OCS POLE BRACKET ASSEMBLIES
FOR TUBULAR POLES
TYPES BC-XX AND TB-02-XX
B.DEMERS
N.WU
Y.,LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-207.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
1. FOR GENERAL NOTES, SEE DWG NO. Y0001.
2. FOR SYMBOLS AND ABBREVIATIONS, SEE DWG NO. Y0002.
3. CONTRACTOR SHALL USE THIS DRAWING TO PREPARE SHOP
DRAWINGS. CONTRACTOR SHOP DRAWINGS SHAL GIVE LIST OF
SUPPLIER COMPONENTS WITH PART NUMBERS. COMPONENT
DRAWINGS SHALL ACCOMPANY SHOP DRAWINGS.
4. SHOP DRAWINGS SHALL CARRY THE SAME TITLES AS THESE
CONTRACT DRAWINGS. THE EXAMPLE MATERIAL LIST BELOW
GIVES TYPICAL COMPONENT NAMES.
5. COMPONENT DRAWINGS SHALL ACCOMPANY SHOP DRAWINGS.
6. CONTRACTOR DESIGNS SHALL CONFORM TO FIT AND FUNCTION
OF THE CONTRACT DOCUMENTS.
7. FOR CONDUCTOR MAXIMUM TENSIONS SEE Y7003.
8. IF BACK TO BACK CANTILEVERS ARE POSSIBLE ON
A POLE, ASSEMBLY BC-02 CAN BE SUBSTITUTED FOR TWO BC-01.
9. DIMENSION XX SHALL BE DETERMINED BY THE CONTRACTOR.
NOTES:
Y7209
OVERHEAD CONTACT SYSTEM
HEADSPAN ASSEMBLIES HS-1, HS-1A,
HS-2, AND HS-2AX
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-209.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
NOTES:
Y7210
OVERHEAD CONTACT SYSTEM
CONFIGURATION AND LOADING DIAGRAM
TYPE HS-1 AND HS-2
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-210.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
1.FOR SITE SPECIFIC APPLICATION OF THESE HEADSPAN
ASSEMBLIES REFER TO WIRING LAYOUT AND ALLOCATION
SCHEDULE.
2.WIRE HEIGHTS, STAGGERS AND POLE OFFSETS ARE INDICATED
ON OCS LAYOUT PLAN. STAGGERS ARE RELATIVE TO THE
SUPERELEVATED TRACK CENTERLINE AT CONTACT WIRE
LEVEL.
3.THE CONTRACTOR'S SUPPLIER SHALL PREPARE SHOP
DRAWINGS FOR THE ASSEMBLIES LISTED, INCLUDING BRACKET
DIMENSIONS RELATIVE TO IN-RUNNING CONTACT WIRE HEIGHT.
4.EACH SHOP DRAWING TITLE BLOCK SHALL SHOW THE SPECIFIC
ASSEMBLY REFERENCES ILLUSTRATED.
5.THE SHOP DRAWINGS SHALL SHOW A LIST OF MATERIAL AND
COMPONENTS. QUANTITIES ARE THE RESPONSIBILITY OF THE
CONTRACTOR AND THE PARTS SUPPLIER.
6.FOR VEHICLE AND PANTOGRAPH CLEARANCE ENVELOPE SEE
DWG. Y7005.
7.EACH CANTILEVER ASSEMBLY SHALL BE USED IN CONJUNCTION
WITH A POLE BRACKET ASSEMBLY CALLED OUT SEPARATELY.
8.MAXIMUM LOADS ARE REQUIRED CAPACITIES OF EACH
HEADSPAN ASSEMBLY. MAXIMUM LOADS ARE BASED ON THE
WIRE TENSION CHARTS FOUND ON DWG. Y7015.
9.HEADSPAN SELF-WEIGHT IS NOT INCLUDED.
10.FOR HEADSPAN ASSEMBLY, SEE DWG. Y7209.
NOTES:
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-211.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
Y7211
OVERHEAD CONTACT SYSTEM
CANTILEVER ASSEMBLY PULL-OFF
TYPES CA-01L, CA-01M AND CA-01H
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.FOR ABBREVIATIONS AND GENERAL NOTES SEE DWG. Y0001.
2.FOR SYMBOLS AND STRUCTURAL NOTES SEE DWG. Y0002.
3.FOR CANTILEVER TYPE AND ALLOCATION REFER TO OCS
WIRING LAYOUT PLAN.
4.CONTRACTOR SHALL USE THIS DRAWING TO PREPARE SHOP
DRAWINGS. CONTRACTOR SHOP DRAWINGS SHALL GIVE LIST
OF SUPPLIER COMPONENTS WITH PART NUMBERS.
COMPONENT DRAWINGS SHALL ACCOMPANY SHOP DRAWINGS.
5.SHOP DRAWINGS SHALL CARRY THE SAME TITLES AS THESE
CONTRACT DRAWINGS. THE EXAMPLE MATERIAL LIST BELOW
GIVES TYPICAL COMPONENT NAMES.
6.COMPONENT DRAWINGS SHALL ACCOMPANY SUBMITTED SHOP
DRAWINGS.
7.WIRE HEIGHTS, STAGGERS AND POLE OFFSETS ARE INDICATED
ON OCS LAYOUT PLAN AND MATERIAL ALLOCATION DRAWINGS.
STAGGERS ARE RELATIVE TO THE SUPERELEVATED TRACK
CENTERLINE AT CONTACT WIRE LEVEL.
8.POLE BRACKET ASSEMBLIES CALLED OFF SEPARATELY. FOR
WF POLES SEE DWG Y7208 FOR TUBULAR POLES SEE DWG
Y7207
9.CONTRACTOR DESIGNS SHALL CONFORM TO FIT AND FUNCTION
OF THE CONTRACT DOCUMENTS.
10.FOR UNIVERSAL PANTOGRAPH CLEARANCE ENVELOPE SEE
DWG. Y7005.
NOTES:
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-212.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
Y7212
OVERHEAD CONTACT SYSTEM
CONFIGURATION AND LOADING DIAGRAM
TYPES CA-01L, CA-01M, AND CA-01H
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.FOR SITE SPECIFIC APPLICATION OF THESE CANTILEVER
ASSEMBLIES REFER TO LAYOUT PLANS AND MATERIAL
ALLOCATION DRAWINGS.
2.WIRE HEIGHTS, STAGGERS AND POLE OFFSETS ARE INDICATED
ON OCS WIRING LAYOUT PLAN. STAGGERS ARE RELATIVE TO
THE SUPERELEVATED TRACK CENTERLINE AT CONTACT WIRE
LEVEL.
3.THE CONTRACTOR'S SUPPLIER SHALL PREPARE SHOP
DRAWINGS FOR THE ASSEMBLIES LISTED, INCLUDING BRACKET
DIMENSIONS RELATIVE TO IN-RUNNING CONTACT WIRE HEIGHT.
4.EACH SHOP DRAWING TITLE BLOCK SHALL SHOW THE SPECIFIC
ASSEMBLY REFERENCES ILLUSTRATED.
5.THE SHOP DRAWINGS SHALL SHOW A LIST OF MATERIAL AND
COMPONENTS. QUANTITIES ARE THE RESPONSIBILITY OF THE
CONTRACTOR AND THE PARTS SUPPLIER.
6.FOR VEHICLE AND PANTOGRAPH CLEARANCE ENVELOPE SEE
DWG. Y7005.
7.EACH CANTILEVER ASSEMBLY SHALL BE USED IN CONJUNCTION
WITH A POLE BRACKET ASSEMBLY CALLED OUT SEPARATELY.
8.MAXIMUM LOADS ARE REQUIRED CAPACITIES OF EACH
CANTILEVER ASSEMBLY. MAXIMUM LOADS ARE BASED ON THE
WIRE TENSION CHARTS FOUND ON DWG. Y7015.
9.CANTILEVER SELF-WEIGHT IS NOT INCLUDED.
10.VERTICAL LOAD AT MESSENGER ONLY.
NOTES:
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-213.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
Y7213
OVERHEAD CONTACT SYSTEM
CANTILEVER ASSEMBLY PUSH-OFF
CA-03L, CA-03M, AND CA-03H
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.FOR ABBREVIATIONS AND GENERAL NOTES SEE DWG. Y0001.
2.FOR SYMBOLS AND STRUCTURAL NOTES SEE DWG. Y0002.
3.FOR CANTILEVER TYPE AND ALLOCATION REFER TO OCS
WIRING LAYOUT PLAN AND ALLOCATION SCHEDULES.
4.CONTRACTOR SHALL USE THIS DRAWING TO PREPARE SHOP
DRAWINGS. CONTRACTOR SHOP DRAWINGS SHALL GIVE LIST
OF SUPPLIER COMPONENTS WITH PART NUMBERS.
COMPONENT DRAWINGS SHALL ACCOMPANY SHOP DRAWINGS.
5.SHOP DRAWINGS SHALL CARRY THE SAME TITLES AS THESE
CONTRACT DRAWINGS. THE EXAMPLE MATERIAL LIST BELOW
GIVES TYPICAL COMPONENT NAMES.
6.COMPONENT DRAWINGS SHALL ACCOMPANY SUBMITTED SHOP
DRAWINGS.
7.WIRE HEIGHTS, STAGGERS AND POLE OFFSETS ARE INDICATED
ON OCS LAYOUT PLAN AND MATERIAL ALLOCATION DRAWINGS.
STAGGERS ARE RELATIVE TO THE SUPERELEVATED TRACK
CENTERLINE AT CONTACT WIRE LEVEL.
8.POLE BRACKET ASSEMBLIES CALLED OFF SEPARATELY. FOR
WF POLES SEE DWG Y7208 FOR TUBULAR POLES SEE DWG
Y7207.
9.CONTRACTOR DESIGNS SHALL CONFORM TO FIT AND FUNCTION
OF THE CONTRACT DOCUMENTS.
10.FOR VEHICLE AND PANTOGRAPH CLEARANCE ENVELOPE SEE
DWG. Y7015.
NOTES:
1'
-
0
"
TY
P
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-214.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
Y7214
OVERHEAD CONTACT SYSTEM
CONFIGURATION AND LOADING DIAGRAM
TYPES CA-03L, CA-03M, AND CA-03H
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.FOR SITE SPECIFIC APPLICATION OF THESE CANTILEVER
ASSEMBLIES REFER TO LAYOUT PLANS AND MATERIAL
ALLOCATION DRAWINGS.
2.WIRE HEIGHTS, STAGGERS AND POLE OFFSETS ARE INDICATED
ON OCS LAYOUT PLAN AND MATERIAL ALLOCATION DRAWINGS.
STAGGERS ARE RELATIVE TO THE SUPERELEVATED TRACK
CENTERLINE AT CONTACT WIRE LEVEL.
3.THE CONTRACTOR'S SUPPLIER SHALL PREPARE SHOP
DRAWINGS FOR THE ASSEMBLIES LISTED, INCLUDING BRACKET
DIMENSIONS RELATIVE TO IN-RUNNING CONTACT WIRE HEIGHT.
4.EACH SHOP DRAWING TITLE BLOCK SHALL SHOW THE SPECIFIC
ASSEMBLY REFERENCES ILLUSTRATED.
5.THE SHOP DRAWINGS SHALL SHOW A LIST OF MATERIAL AND
COMPONENTS. QUANTITIES ARE THE RESPONSIBILITY OF THE
CONTRACTOR AND THE PARTS SUPPLIER.
6.FOR VEHICLE AND PANTOGRAPH CLEARANCE ENVELOPE SEE
DWG. Y7005.
7.EACH CANTILEVER ASSEMBLY SHALL BE USED IN CONJUNCTION
WITH A POLE BRACKET ASSEMBLY CALLED OUT SEPARATELY.
8.MAXIMUM LOADS ARE REQUIRED CAPACITIES OF EACH
CANTILEVER ASSEMBLY. MAXIMUM LOADS ARE BASED ON THE
WIRE TENSION CHARTS FOUND ON DWG. Y7015.
9.CANTILEVER SELF-WEIGHT IS NOT INCLUDED.
10.VERTICAL LOAD AT MESSENGER ONLY.
NOTES:
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-215.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
Y7215
OVERHEAD CONTACT SYSTEM
CANTILEVER ASSEMBLY OUT-OF-RUNNING
TYPES CA-05AM, AH AND CA-05BM, BH
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.FOR ABBREVIATIONS AND GENERAL NOTES SEE DWG. Y0001.
2.FOR SYMBOLS AND STRUCTURAL NOTES SEE DWG. Y0002.
3.FOR CANTILEVER TYPE AND ALLOCATION REFER TO OCS
WIRING LAYOUT PLAN AND ALLOCATION SCHEDULE.
4.CONTRACTOR SHALL USE THIS DRAWING TO PREPARE SHOP
DRAWINGS. CONTRACTOR SHOP DRAWINGS SHALL GIVE LIST
OF SUPPLIER COMPONENTS WITH PART NUMBERS.
COMPONENT DRAWINGS SHALL ACCOMPANY SHOP DRAWINGS.
5.SHOP DRAWINGS SHALL CARRY THE SAME TITLES AS THESE
CONTRACT DRAWINGS. THE EXAMPLE MATERIAL LIST BELOW
GIVES TYPICAL COMPONENT NAMES.
6.COMPONENT DRAWINGS SHALL ACCOMPANY SUBMITTED SHOP
DRAWINGS.
7.WIRE HEIGHTS, STAGGERS AND POLE OFFSETS ARE INDICATED
ON OCS LAYOUT PLAN AND MATERIAL ALLOCATION DRAWINGS.
STAGGERS ARE RELATIVE TO THE SUPERELEVATED TRACK
CENTERLINE AT CONTACT WIRE LEVEL.
8.POLE BRACKET ASSEMBLIES CALLED OFF SEPARATELY. FOR
WF POLES SEE DWG Y7208 FOR TUBULAR POLES SEE DWG
Y7207.
9.CONTRACTOR DESIGNS SHALL CONFORM TO FIT AND FUNCTION
OF THE CONTRACT DOCUMENTS.
10.FOR VEHICLE AND PANTOGRAPH CLEARANCE ENVELOPE SEE
DWG. Y7005.
NOTES:
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-216.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
Y7216
OVERHEAD CONTACT SYSTEM
CONFIGURATION AND LOADING DIAGRAM
TYPES CA-05AM, AH AND CA-05BM, BH
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.FOR SITE SPECIFIC APPLICATION OF THESE CANTILEVER
ASSEMBLIES REFER TO LAYOUT PLANS AND MATERIAL
ALLOCATION DRAWINGS.
2.WIRE HEIGHTS, STAGGERS AND POLE OFFSETS ARE INDICATED
ON OCS LAYOUT PLAN AND MATERIAL ALLOCATION DRAWINGS.
STAGGERS ARE RELATIVE TO THE SUPERELEVATED TRACK
CENTERLINE AT CONTACT WIRE LEVEL.
3.THE CONTRACTOR'S SUPPLIER SHALL PREPARE SHOP
DRAWINGS FOR THE ASSEMBLIES LISTED, INCLUDING BRACKET
DIMENSIONS RELATIVE TO IN-RUNNING CONTACT WIRE HEIGHT.
4.EACH SHOP DRAWING TITLE BLOCK SHALL SHOW THE SPECIFIC
ASSEMBLY REFERENCES ILLUSTRATED.
5.THE SHOP DRAWINGS SHALL SHOW A LIST OF MATERIAL AND
COMPONENTS. QUANTITIES ARE THE RESPONSIBILITY OF THE
CONTRACTOR AND THE PARTS SUPPLIER.
6.FOR VEHICLE AND PANTOGRAPH CLEARANCE ENVELOPE SEE
DWG. Y7005.
7.EACH CANTILEVER ASSEMBLY SHALL BE USED IN CONJUNCTION
WITH A POLE BRACKET ASSEMBLY CALLED OUT SEPARATELY.
8.MAXIMUM LOADS ARE REQUIRED CAPACITIES OF EACH
CANTILEVER ASSEMBLY. MAXIMUM LOADS ARE BASED ON THE
WIRE TENSION CHARTS FOUND ON DWG. Y7015.
9.CANTILEVER SELF-WEIGHT IS NOT INCLUDED.
10.VERTICAL LOAD AT MESSENGER ONLY.
NOTES:
PO-2-H
SCALE: NTS
CL CL
STAINLESS STEEL WIRE
INSULATION LOOP
OVAL SLEEVE & THIMBLE
CONTACT WIRE CLIP
STAINLESS STEEL WIRE PULL OFF ARM
GALVANIZED
OVAL SLEEVE & THIMBLE CONTACT WIRE CLIP
OVAL SLEEVE & THIMBLE
PO-2
SCALE: NTS
CL CL
OVAL SLEEVE
& THIMBLE
STAINLESS STEEL WIRE OVAL SLEEVE & THIMBLE
CONTACT WIRE CLIP
INSULATION LOOP
PULL OFF ARM
GALVANIZED
OVAL SLEEVE & THIMBLE
CONTACT WIRE CLIP
PULL OFF ARM
GALVANIZED
OVAL SLEEVE & THIMBLE
A
B
TEST
Y7220
OVERHEAD CONTACT SYSTEM
TWO TRACK PULL-OFF PO-2 AND PO-2A
B.DEMERS
S.KHAYYAT
Y.LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-220.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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2
0
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S-LINE EXTENSION PROJECT
SCALE: NTS
SECTIONA
SCALE: NTS
SECTIONB
CL CL
CONTACT WIRE CLIP
STAINLESS STEEL WIRE
PULL OFF ARM
GALVANIZED
OVAL SLEEVE &
THIMBLE
CONTACT WIRE CLIP
OVAL SLEEVE
& THIMBLE
CL CL
CONTACT WIRE CLIP
PULL OFF ARM
GALVANIZED
OVAL SLEEVE &
THIMBLE
CONTACT WIRE CLIP
PULL OFF ARM
GALVANIZED
OVAL SLEEVE
& THIMBLE
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-221.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
Y7221
OVERHEAD CONTACT SYSTEM
CATENARY BRIDLE ASSEMBLY PULL-OFF
TYPE BB-02D
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.FOR ABBREVIATIONS AND GENERAL NOTES SEE DWG. Y0001.
2.FOR SYMBOLS AND STRUCTURAL NOTES SEE DWG. Y0002.
3.FOR CATENARY SUPPORT TYPE AND ALLOCATION REFER TO
OCS LAYOUT DRAWINGS.
4.CONTRACTOR SHALL USE THIS DRAWING TO PREPARE SHOP
DRAWINGS. CONTRACTOR SHOP DRAWINGS SHALL GIVE LIST
OF SUPPLIER COMPONENTS WITH PART NUMBERS.
COMPONENT DRAWINGS SHALL ACCOMPANY SHOP DRAWINGS.
5.SHOP DRAWINGS SHALL CARRY THE SAME TITLES AS THESE
CONTRACT DRAWINGS. THE EXAMPLE MATERIAL LIST BELOW
GIVES TYPICAL COMPONENT NAMES.
6.COMPONENT DRAWINGS SHALL ACCOMPANY SHOP DRAWINGS.
7.WIRE HEIGHTS, STAGGERS AND POLE OFFSETS ARE INDICATED
ON OCS LAYOUT DRAWINGS. STAGGERS ARE RELATIVE TO THE
SUPERELEVATED TRACK CENTERLINE AT CONTACT WIRE
LEVEL.
8.ANCHOR BRACKET ASSEMBLIES CALLED OFF SEPARATELY.
SEE DWG Y7207 AND Y7208 FOR POLES BRACKET ASSEMBLIES.
9.CONTRACTOR DESIGNS SHALL CONFORM TO FIT AND
FUNCTION OF THE CONTRACT DOCUMENTS.
10.FOR VEHICLE AND PANTOGRAPH CLEARANCE ENVELOPE SEE
DWG. Y7005.
11.THERE ARE TWO BRIDLE GUY ANCHOR ASSEMBLIES IN EACH
BB-02D ASSEMBLY. ONE WILL BE AT MESSENGER WIRE LEVEL
AND THE OTHER AT CONTACT WIRE LEVEL.
12.STEADY ARMS MINIMUM LENGTH 4'6".
NOTES:
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-222.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
Y7222
OVERHEAD CONTACT SYSTEM
CONFIGURATION AND LOADING DIAGRAM
TYPE BB-02D
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.FOR ABBREVIATIONS AND GENERAL NOTES SEE DWG. Y7001.
2.FOR SYMBOLS AND STRUCTURAL NOTES SEE DWG. Y7002.
3.WIRE HEIGHTS, STAGGERS AND POLE OFFSETS ARE INDICATED
ON OCS LAYOUT PLAN AND MATERIAL ALLOCATION DRAWINGS.
STAGGERS ARE RELATIVE TO THE SUPERELEVATED TRACK
CENTERLINE AT CONTACT WIRE LEVEL.
4.LOADINGS WILL BE DEPENDENT UPON CONTRACTOR BRIDLE
DESIGN AND CALCULATIONS SHALL BE SUBMITTED WITH SHOP
DRAWINGS.
5.MAXIMUM MESSENGER WIRE AND CONTACT WIRE TENSIONS
FOR DESIGN ARE GIVEN IN DWG. Y7003.
NOTES:
2
6
87
5
7 8
1
4
87
5
7 8
6
2
MESSENGER DEAD END
STRAIN INSULATOR
TURNBUCKLE
OPEN THIMBLE
COMPRESSION SLEEVE
ELEVATION
PLAN AT CONTACT WIRE LEVEL
INSULATOR SADDLE
6
8
5
6
7
8
7
8
8
3
END VIEW
500 KCMIL COPPER
MESSENGER WIRE
5
8
7
7
33
4
SUPPORT WIRE
SECTION INSULATOR
8
87
8
2'
-
0
"
(M
I
N
)
CONTACT WIRE
350 KCMIL
CONTACT WIRE
4
3
2
1
REMARKSDESCRIPTION
5
6
7
8
ITEM
EXAMPLE MATERIALS LIST
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-223.dwg
24-03849
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S-LINE EXTENSION PROJECT
Y7223
OVERHEAD CONTACT SYSTEM
SECTION INSULATOR ASSEMBLY
TYPE MLSI-01
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1. CONTACT WIRE TO BE INSTALLED TO MANUFACTURER
INSTRUCTIONS.
2. CONTRACTOR SHOP DRAWINGS SHALL GIVE WEIGHT OF
ASSEMBLY AS SHOWN TO NEAREST LB. WT.
NOTES:
1
2
3
4
5
6
7
STRAIN INSULATOR
CONTACT WIRE DEAD END
MESSENGER DEAD END
TURNBUCKLE
DESCRIPTION
EXAMPLE MATERIAL LIST
6'-0" (MIN)
12'-0" (MAX)
6'-0" (MIN)
12'-0" (MAX)
14 2 323 4 MESSENGER WIRE
6
7
CONTACT WIRE
5
14 2 323 47
8
OPEN THIMBLE
(NOTE 5)
TAIL WIRE - NON TWIST STEEL STRAND
FIXED TERMINATION ASSEMBLY FT-01
TO POLE TERMINATION BRACKET
TO POLE TERMINATION BRACKET
(NOTE 3)
(NOTE 3)
4800 LB NORMAL TENSION
3000 LB NORMAL TENSION
DEADEND FOR TAIL WIRE
7037 LB MAX TENSION
4491 LB MAX TENSION
ANTI-TORSION ROD ASSEMBLY - HA-4
ITEM REMARKS
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-224.dwg
24-03849
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S-LINE EXTENSION PROJECT
Y7224
OVERHEAD CONTACT SYSTEM
FIXED TERMINATION ASSEMBLY
TYPE FT-01
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.POLE BRACKETS CALLED OFF SEPARATELY.
2.FOR FINISHED WORK: TURNBUCKLES SHALL HAVE AT
LEAST 6 INCHES OF TAKE-UP ADJUSTMENT REMAINING.
3.INSULATION SHALL BE INSTALLED IN TOUT-OF-RUNNING
WIRES AT A POINT, MINIMUM 4 FEET MAXIMUM 5 FEET
HORIZONTALLY FROM THE SUPERELEVATED CENTERLINE
OF THE TRACK.
4.IN ALL CASES, INSULATORS IN MESSENGER AN CONTACT
WIRES SHALL LINE UP VERTICALLY.
5.FOR TERMINATION HEIGHTS, SEE OCS WIRING LAYOUTS.
NOTES:
CLEVIS-EYE TURNBUCKLE WITH LOCK NUTS
CONTACT WIRE CLAMP
7 STRAND HS STL GALV WIRE
JB STRAIN INSULATOR
THIMBLE 1/2" OPEN
MESSENGER DEAD-END CLAMP
STRANDVISE
1
2
3
4
5
6
7
9
10
5 1/2" x 7/8" BULL-RING
BOLT TYPE CHAIN SHACKLE W/COTTER PIN
EXAMPLE MATERIAL LIST
DESCRIPTIONITEM REMARKS
CLEVIS-CLEVIS LINK8
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-225.dwg
24-03849
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S-LINE EXTENSION PROJECT
Y7225
OVERHEAD CONTACT SYSTEM
CATENARY BRIDLE TERMINATION
ASSEMBLIES BT-01, BT-02 & BT-03
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.FOR ABBREVIATIONS AND GENERAL NOTES, SEE DRAWING Y0001.
2.FOR SYMBOLS, SEE DRAWING Y0002.
3.POLE BRACKETS CALLED OFF SEPARATELY SEE DWG. Y7207.
4.LOCATE BULLRINGS OVER CENTERLINE OF TRACK +/- 6 INCHES
5.AT HIS OPTION, CONTRACTOR MAY SUPPLY ALTERNATIVE OCS
COMPONENTS THAT PERFORM THE SAME FUNCTION.
NOTES:
NOTE 7 & 8
NOTE 7 & 8
WF POLE CALLED OFF
SEPARATELY
NOTE 7 & 8 NOTE 7 & 8 NOTE 7 & 8MIDPOINT SPAN GUY
WF POLE CALLED OFF
SEPARATELY
FOR TYPICAL WF ANCHOR
POLE SEE DWG. Y7193
FOR TYPICAL WF ANCHOR
POLE SEE DWG. Y7193
W3 MIDPOINT STRUCTURE
SEE DWG. Y7173
TYP
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-226.dwg
24-03849
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S-LINE EXTENSION PROJECT
Y7226
OVERHEAD CONTACT SYSTEM
MIDPOINT ANCHOR ASSEMBLY
TYPE MP-01
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.FOR ABBREVIATIONS AND GENERAL NOTES SEE DWG. Y0001.
2.FOR SYMBOLS AND STRUCTURAL NOTES SEE DWG. Y0002.
3.FOR MIDPOINT ANCHOR ARRANGEMENT SEE DWG. Y7173.
4.THE CONTRACTOR SHALL PREPARE SHOP DRAWINGS FOR THIS
ASSEMBLY INCLUDING DIMENSIONS.
5.NOT USED
6.WHEN TWO MIDPOINT ANCHOR ASSEMBLIES ARE INSTALLED
BACK TO BACK THE FIRST LEVEL INSULATION MUST ALLOW 4 FT
MINIMUM SPACING BETWEEN THE INSULATORS.
7.CANTILEVER BRACKETS CALLED FOF SEPARATELY.
8.CANTILEVERS CALLED OFF SEPARATELY.
NOTES:
EXAMPLE MATERIAL LIST
DESCRIPTION REMARKS
ITEM
NO.
6
5
4
3
2
7
8
CHAIN EYE WITH NUT
9
10
11
12
13
2-PULLEY SHEAVE
POLE BRACKET FOR BW ASSEMBLY
1/2" THIMBLE (OPEN)
1/2" WIRE ROPE CLIP
1
SUPPORT ROD - 1 1/2" DIA
BALANCE WEIGHT STOP BRACKET
C
SINGLE PULLEY SHEAVE
11
BALANCE WEIGHT - 2600 LB
L
POLE
2
2
12
GUIDE ROD - 2" Ø PIPE
DEAD END CLAMP FOR MESSENGER WIRE
DEAD END CLAMP FOR CONTACT WIRE
BALANCE WEIGHT GUIDE BRACKET ASSEMBLY
6
20
7
20
BALANCE WEIGHT ASSEMBLY ON TUBULAR POLE
BW-04
4
5
TOP OF BASE PLATE
NOTE 7
NOTE 7
3'
-
0
"
13
'
-
6
"
8'
-
0
"
A
T
6
0
°
F
LINE OF BLOCK
CENTER POINT
(DETAIL 2)
8
-
2BALANCE WEIGHT TEMPERATURE
STOP BRACKET ASSEMBLY
(ITEM 8)
14 YOKE PLATE FOR 7800 LB
3
1
DOWNGUY ATTACHMENT
IF REQUIRED
12'-0" TO 15'-0" NOM
-
1DETAIL
YOKE PLATE 14ITEM
8"
5"
6"
13 / 16 " DIA.
RIGGING HOLE
3,000 LB NORMAL TENSION
4,800 LB NORMAL TENSION
5,885 LB MAXIMUM TENSION
4,035 LB MAXIMUM TENSION
-
1DETAIL
18 4 14 15 16 19 17 15 13
9151719171615
10
STOP ANGLE
15
17
16
18
1 / 2 " SPIRAL WRAP W/ THIMBLE
TURNBUCKLE 5/8" X 1' - 0" CLEVIS - EYE
STAINLESS STEEL NON-ROTATIONAL WIRE ROPE
STRAIN INSULATOR - CLEVIS/EYE 10" MIN. INSULATION
19 GALVANIZED STEEL STRAND EXTRA HIGH STRENGTH NOTE 2
NOTE 1
20 BALANCE WEIGHT EYE BRACKET
(NOTE 4)
(NOTE 4)
TY
P
.
DETAIL
NOTE 6
NOTE 8
NOTE 8
MESSENGER WIRE 500 KCMIL
CONTACT WIRE 350 KCMIL
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-227.dwg
24-03849
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S-LINE EXTENSION PROJECT
Y7227
OVERHEAD CONTACT SYSTEM
BALANCE WEIGHT FOR TUBULAR POLE
TYPE BW-04
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
NOTES:
-6
1. BALANCE WEIGHT SHALL BE SOLID STEEL OR C.I. WEIGHTS NOT
TO EXCEED 8'-6" LONG AND WEIGH 2600 LB, AND FINISH PAINTED
WITH APPROVED GRAY TWO PART EPOXY PAINT.
2. GALVANIZED STEEL STRAND SHALL BE WELDLESS EXTRA HIGH
STRENGTH.
3. WEIGHT MOVEMENT TABLE BASED UPON CONTACT WIRE HAVING
ACOEFFICIENT OF LINEAR EXPANSION OF 9.4 x 10 .
4. INSULATOR TO BE INSTALLED 4 FEET MINIMUM AND 5 FEET
MAXIMUM DIMENSION HORIZONTAL TO SUPERELEVATED
CENTERLINE OF TRACK.
5. A TOLERANCE OF PLUS 6" -ZERO" ON THIS DIMENSION IS
PERMITTED
6. WEIGHTS SHALL IMPACT THE LOW TEMPERATURE STOP AT 0° F.
7. INSTALL EYE BRACKETS RIGIDLY ON BALANCE WEIGHT AT THE
ONE THIRD POINTS.
8. INSTALLATION HEIGHT OF WEIGHT YOKES AND WEIGHT STOPS
ARE DEPENDANT UPON WIRE RUN LENGTH. SEE ALONG TRACK
MOVEMENT CHART ON DWG. Y7014.
CL CTST POLE
5
10
4
6 7
8
9
7
VARIES
(SEE NOTE 6)
1 3
8
10
8 11
MESSENGER
WIRE
NORMAL
9
10
9
9
TENSION=4800LB
8 CONTACT WIRE
NORMAL
10
5 2
3 4 97
8
6
5 1 2
SECTION
SCALE: NTS
A
TEMP °F
5
10
20
30
40
50
60
70
80
90
100
110
120
130
CONSTANT-TENSION SPRING ASSEMBLY WIRE MOVEMENT
DISTANCE FROM MID-POINT ANCHOR / FIXED TERMINATION (FT)
200 400 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2600 2800
-1.2 -2.5 -3.7 -5.0 -6.2 -7.4 -8.7 -9.9 -11.2 -12.4 -13.6 -14.9 -16.1 -17.4
-4.5-1.1 -2.3 -3.4
-0.9 -1.8 -2.7 -3.6
-5.6 -6.8 -7.9 -9.0 -10.2 -11.3 -12.4 -13.5 -14.7 -15.8
- 4.5 -5.4
-0.7 -1.4 -2.0 -2.7 -3.4 -4.1 -4.7
-0.5 -0.9 -1.4 -1.8 -2.3 -2.7 -3.2 -3.6 -4.1
-6.1 -6.8 -7.4 -8.1 -8.8 -9.5
-4.5 -5.0
0.5 0.9 1.4 1.8 2.3 2.7 3.2 3.6 4.1
5.40.7 1.4 2.0 2.7 3.4 4.1 4.7
4.5 5.40.9 1.8 2.7 3.6
4.5
5.4
6.1 6.8
6.3 7.2 8.1 9.0
1.1 2.3 3.4
1.4 2.7 4.1
0.0
2.5
5.0
7.4
-5.4
0.0
2.7
5.4
0.0
2.9
5.9
8.1 8.8
0.0
3.2
6.3
9.5
-5.9 -6.3
-0.2 -0.5 -0.7 -0.9 -1.1 -1.4 -1.6 -1.8 -2.0 -2.3 -2.5 -2.7 -2.9 -3.2
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.2 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2.0 2.3
4.5
9.9 10.8 11.7 12.6
5.6 6.8 7.9 9.0 10.2 11.3 12.4 13.5 14.7 15.8
6.8 8.1 9.5 10.8 12.2 13.5 14.9 16.2 17.6 19.0
1.6 3.2 4.7 6.3 7.9 9.5 11.1 12.6 14.2 15.8 17.4 19.0 20.5 22.1
DIMENSION GIVEN IN INCHES (SEE NOTE 1)
WIRE MOVEMENT: "-" MOVES AWAY FROM SPRING ASSEMBLY, "+" MOVES TOWARD SPRING ASSEMBLY
ITEM
NO.DESCRIPTION
BILL OF MATERIALS
UNITS
TOP
OF RAIL (TYP)
1 TENSIONING SPRING ASSEMBLY - MESSENGER WIRE EA
2 TENSIONING SPRING ASSEMBLY - CONTACT WIRE
3 YOKE PLATE - MESSENGER WIRE
4 YOKE PLATE - CONTACT WIRE
5 MOUNTING BRACKETS
6 SHACKLE
7 TURNBUCKLE
8 STRAIN INSULATOR
9 WIRE END FITTING
SCALE: NTS (SEE NOTE 10)
10 STAINLESS STEEL WIRE ROPE
11 MESSENGER WIRE DEAD END CLAMP
12 CONTACT WIRE DEAD END CLAMP
EA
EA
EA
EA
EA
EA
EA
EA
LF
EA
EA
-
1
-
4
2
1
2
2
AS REQ'D
1
-
-6.3 -7.2 -8.1 -9.0 -9.9 -10.8 -11.7 -12.6
-5.4
10
126
6'-0" MIN
TENSION=3000LB
QUANTITIES PART
CTST-1-MW-XXXX CTST-1-CW-XXXX
1 -
1
-
1
4
2
1
2
2
AS REQ'D
-
1
NO./REMARKS
NOTE 12
NOTE 12
NOTE 3, 10
NOTE 2
MAX ANGLE OF INSTALLATION
SCALE: NTS
CT
S
T
T
E
R
M
I
N
A
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I
O
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H
E
I
G
H
T
S
S
H
O
W
N
O
N
O
C
S
L
A
Y
O
U
T
S
C
H
E
D
U
L
E
CT
S
T
T
E
R
M
I
N
A
T
I
O
N
H
E
I
G
H
T
S
S
H
O
W
N
O
N
O
C
S
L
A
Y
O
U
T
S
C
H
E
D
U
L
E
32
"
(
M
I
N
)
CONSTANT-TENSION SPRING TERMINATION
ST-1-MW AND ST-1-CW = 1 ST-01
POSITION SETTING
(ENGLISH UNITS) 10° MAX.
A
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-228.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
Y7228
OVERHEAD CONTACT SYSTEM
SPRING TENSIONER
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
1.THE WIRE MOVEMENT VALUES SHOWN IN THE TABLE PROVIDED ARE
BASED ON A 1:1 RATIO OF SPRING SYSTEM TO WIRE MOVEMENT.
CONTRACTOR SHALL SUBMIT POSITION SETTING TABLES BASED ON WIRE
MOVEMENT FOR EACH CONSTANT-TENSION SPRING TERMINATION
ASSEMBLY.
1.OCS WIRES SHALL MOVE FREELY WITHIN THE TEMPERATURE RANGE OF
0°F TO 120°F.
2.AFTER FINAL ADJUSTMENT OF WIRING, TURNBUCKLES SHALL BE
EXTENDED 6" MINIMUM FROM MINIMUM LENGTH.
3.MOUNTING BRACKET SHALL BE FURNISHED TO PERMIT ALONG TRACK AND
ACROSS TRACK ADJUSTMENTS OF SPRING TENSIONING ASSEMBLY.
4.FOR SYMBOLS, LEGEND, AND ABBREVIATIONS SEE DRAWINGS L05-JON001
AND L05-JON002.
5.OCS HARDWARE SUPPLIER SHALL PROVIDE THIS DIMENSION RANGE,
BASED ON PHYSICAL AND MECHANICAL PROPERTIES OF THE
AUTOMATIC-TENSIONING ASSEMBLY AND THE ALONG TRACK MOVEMENT
OF THE CATENARY.
6.THE MOUNTING ARRANGEMENT OF THE SPRING TENSIONING ASSEMBLY
AS SHOWN IS TYPICAL. THE CONTRACTOR SHALL DEVELOP THE ACTUAL
CONFIGURATION BASED ON THE EQUIPMENT USED AND THE
MANUFACTURER'S RECOMMENDATIONS.
7.THE CONTRACTOR SHALL ENSURE THAT NO INTERFERENCE OCCURS
BETWEEN ALL POLE CLAMPS, BRACKETS, AND OTHER MOUNTED
EQUIPMENT IN THE VICINITY AND THE WIRE MOVEMENT OF THE SPRING
TENSIONING ASSEMBLY.
8.THE BILL OF MATERIALS DETAILS ARE TYPICAL FOR THE ASSEMBLY
STYLES SHOWN. THE CONTRACTOR SHALL ITEMIZE THE TABLE WITH
DESCRIPTIONS AND PART NUMBERS OF COMPONENTS REQUIRED TO
COMPLETE EACH ASSEMBLY.
9.CTST-1-MW-XXXX AND CTST-1-CW-XXXX DESIGNATION INCLUDES UNITS
FOR THE MESSENGER WIRE AND CONTACT WIRE TENSIONING
ASSEMBLIES RESPECTIVELY. "XXXX" IN THE DESIGNATION DENOTES THE
MAXIMUM TENSION LENGTH IN FEET.
10.BRACKETS SHALL BE DESIGNED AND FABRICATED FOR USE WITH THE
DOWN GUY ASSEMBLIES.
11.CTST UNITS SHALL INCLUDE WEEP HOLES TO ENSURE PROPER DRAINAGE
BASED ON MOUNTING ORIENTATION.
NOTES:
Y7231
OVERHEAD CONTACT SYSTEM
FEEDER CONNECTION ASSEMBLY
TYPE FR-04
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-231.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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1
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2
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-
7
-
2
3
1
.
d
w
g
S-LINE EXTENSION PROJECT
NOTES:
POTENTIAL EQUALIZING JUMPER FOR CATENARYFULL FEEDING JUMPER FOR CATENARY
IN SPAN JUMPER FOR CATENARY
Y7233
OVERHEAD CONTACT SYSTEM
JUMPER ASSEMBLIES
TYPES JF-1, JP-1 AND JS-1
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-233.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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1
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s
y
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\
c
a
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-
y
-
7
-
2
3
3
.
d
w
g
S-LINE EXTENSION PROJECT
NOTES:
1.FOR ABBREVIATIONS AND GENERAL NOTES, SEE DWG. Y0001.
2.FOR SYMBOLS AND STRUCTURAL NOTES SEE DWG. Y0002.
3.ALL JUMPERS SHALL BE INSTALLED WITH CABLE ENDS
POINTING IN THE NORMAL DIRECTION OF TRAVEL.
4.MINIMUM RADIUS FOR ALL JUMPER CABLE BENDS SHALL BE 12
INCHES.
5.SUFFICIENT SLACK SHALL BE ALLOWED IN THE JUMPER DRAPE
BETWEEN MESSENGERS TO ACCOMMODATE DIFFERENTIAL
ALONG-TRACK MOVEMENT BETWEEN THE MESSENGERS, YET
NOT PULL TIGHT. JUMPERS SHALL HAVE ENOUGH WIRE LENGTH
TO ALLOW FULL MOVEMENT OF CATENARY IN EACH DIRECTION
DUE TO TEMPERATURE VARIATIONS AND SHALL BE ARRANGED
TO AVOID FOULING THE PANTOGRAPH OVER FULL
TEMPERATURE RANGE.
6.EACH PAIR OF MESSENGER CLAMPS ON ONE MESSENGER
SHALL BE INSTALLED SIDE-BY-SIDE TO THE MESSENGER
CLAMPS ON THE PARALLEL MESSENGER.
7.LIST OF MATERIAL & COMPONENTS SHOWN AND QUANTITIES
ARE THE RESPONSIBILITY OF THE CONTRACTOR AND THE OCS
SUPPLIER.
8.CONTRACTOR SHALL SHOW EACH TYPE OF ASSEMBLY ON A
SEPARATE SHOP DRAWING WITH TITLE TO MATCH ASSEMBLY
REFERENCE GIVEN IN TITLE BLOCK OF THIS DRAWING.
9.SECURE ENDS OF JUMPER, CABLE SHALL BE WRAPPED TO
PREVENT CABLE FRAYING.
Y7235
OVERHEAD CONTACT SYSTEM
HANGER ASSEMBLIES
TYPES HA-1 THROUGH HA-7
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-235.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
1/
5
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\
5
4
9
7
1
-
s
l
i
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d
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t
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a
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k
\
p
r
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j
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f
i
l
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s
\
4
0
d
e
s
i
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n
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n
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\
2
3
s
y
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\
c
a
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\
s
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-
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-
7
-
2
3
5
.
d
w
g
S-LINE EXTENSION PROJECT
NOTES:
1.FOR ABBREVIATIONS AND GENERAL NOTES SEE DWG. Y0001.
2.FOR SYMBOLS AND STRUCTURAL NOTES SEE DWG. Y0002.
3.FOR DEFINITION OF H1, H2, H3..., AND FOR THEORETICAL
QUANTITIES AND LENGTHS OF HANGERS IN HANGER SET, SEE
DWG. Y7012.
CONTACT WIRE CONTACT WIRE
MESSENGER WIRE
BEFORE COMPRESSION
AFTER COMPRESSION
CONTACT WIRE
MESSENGER WIRE
OUT-OF-RUNNING CONTACT WIRE INSULATION ASSEMBLY
CONTACT WIRE BRIDGE ASSEMBLY
MESSENGER WIRE SPLICE ASSEMBLY
CONTACT WIRE SPLICE ASSEMBLY
OUT-OF-RUNNING CUT-IN INSULATION ASSEMBLY
OUT-OF-RUNNING MESSENGER INSULATION ASSEMBLY
5'-0" (TYP)
CONTACT WIRE STRAIN CLAMPCONTACT WIRE STRAIN CLAMP
NO-BO INSULATOR
OPEN THIMBLE
COMPRESSION SLEEVE
TIPS FOR 350 KCMIL
CONTACT WIRE TIPS FOR 350 KCMIL
CONTACT WIRE
CONTACT WIRE SPLICE -
350 KCMIL CONTACT WIRE
CONTACT
WIRE
CROSS OVER
CONTACT WIRE
CONTACT
WIRE
IN-RUNNING CUT-IN INSULATION ASSEMBLY
ALSO FOR LOW OUT OF RUNNING CLEARANCE
IN-RUNNING SECTIONING INSULATION ASSEMBLY
ALSO FOR LOW OUT OF RUNNING CLEARANCE
CONTACT WIRE ONLY
MESSENGER
WIRE
MESSENGER
WIRE
MESSENGER WIRE
DEADEND SHOE
MESSENGER
WIRE
2KV INSULATOR
ROD
2KV INSULATOR
ROD
MESSENGER WIRE DEADEND
SHOE
MESSENGER WIRE DEADEND
SHOE 2KV INSULATOR
ROD
MESSENGER
WIRE
2KV INSULATOR
ROD CONTACT WIRE STRAIN CLAMP
CONTACT WIRECONTACT WIRE
CONTACT WIRE STRAIN CLAMP
COMPRESSION SPLICE
FOR MESSENGER WIRE
MESSENGER WIRE DEADEND SHOE 2KV INSULATOR
ROD
MESSENGER WIRE DEADEND SHOE
MESSENGER
WIRE
MESSENGER
WIRE
CONTACT
WIRE
TIPS FOR 350 KCMIL
CONTACT WIRE
OPEN THIMBLE
COMPRESSION SLEEVE
COPPER MESSENGER WIRE CLIP
COMPRESSION SLEEVE
COMPRESSION SLEEVE
OPEN THIMBLE
OPEN THIMBLE
TIPS FOR 350 KCMIL
CONTACT WIRE
CONTACT
WIRE
COPPER MESSENGER WIRE CLIP
NO-BO INSULATOR
MAIN LINE CONTACT WIRE
DUPLEX CW CLIP
TO 1
2" ROD OR
CONTACT WIRE
DUPLEX CW CLIP
TO 1
2" ROD OR
CONTACT WIRE
6.4mm KEVLAR CABLE
COMPRESSION SLEEVE
OPEN THIMBLEOPEN THIMBLE
COMPRESSION SLEEVE
Y7236
OCS CUT-IN INSULATOR AND
CONTACT BRIDGE ASSEMBLIES
TYPE CI-01, CI-02, CC-01
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-236.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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3
6
.
d
w
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S-LINE EXTENSION PROJECT
1/4"
1/4"
1/4"
TYP
1-1/2"1-1/2"
4'-3"
4"
POLE DIAMETER
PLUS 1"
1-3/4"
4'
-
3
"
4'
-
3
"
4'
-
3
"
TO
S
U
I
T
CA
N
T
I
L
E
V
E
R
H
I
N
G
E
EACH ASSEMBLY COMPRISES BRACKETS
FOR TOP AND BOTTOM ATTACHMENTS
POLE DIAMETER
2"
PLUS 1"
SCALE: NTS SCALE: NTS SCALE: NTS
2'-0"2'-0"
POLE DIAMETER
PLUS 1"
POLE DIAMETER
PLUS 1"
POLE
DIA
POLE
DIA
POLE
DIA
10
2
m
m
1-3/4"
(2) 3
4" DIA x 1-1/2"
SLOT HOLES
C
A
B
NTS
SECTION B
NTS
SECTION
A
NTS
VIEWNAME C
ASSEMBLY TCB-02 ASSEMBLY TCB-03 ASSEMBLY TCB-04
5/8 DIA BOLT
(TYP)
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-237.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
Y7237
OVERHEAD CONTACT SYSTEM
MULTI-CANTILEVER BRACKETS
B.DEMERS
N.WU
Y.LIU
B.DEMERS
NTS
01-16-26
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
10"
ST
A
.
2
0
3
+
0
0
ST
A
.
2
0
3
+
8
0
ST
A
.
2
0
4
+
5
3
ST
A
.
2
0
5
+
2
0
ST
A
.
2
0
6
+
2
5
ST
A
.
2
0
6
+
9
3
ST
A
.
2
0
1
+
7
1
ST
A
.
2
0
5
+
8
5
10"
10"
129 80
73
67
65
40
68
MSO-0"
MSO-0"
MSO-3.7"
MSO-3.5"
MSO-5.8"
MSO-5.3"
MSO-3
.
5
"
MSO-3
.
6
"
MSO-2
.
3
"
MSO-2
.
7
"
MSO-5
.
2
"
MSO-5
.
0
"
MSO
-
3
.
6
"
MSO
-
4
.
0
"
MSO
-
1
.
6
"
FP
L
L
MPA
1139
1516 5 5
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-303.dwg
24-03849
Sheet No.
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7
-
3
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3
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d
w
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S-LINE EXTENSION PROJECT
SL-C-Y-7-303.dwg
Y7303
OVERHEAD CONTACT SYSTEM
WIRING LAYOUT & ALLOCATION SCHEDULE
WB STA 201+00 TO WB STA 207+00
B.DEMERS
N.WU
Y.LIU
B.DEMERS
1"=20'
01-16-26
MA
T
C
H
L
I
N
E
:
S
T
A
2
0
7
+
0
0
SEE
D
W
G
S
L
-
C
-
Y
-
7
-
3
0
4
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
EB TRACK CL
WB TRACK CL
1.ALL STATIONING BASED ON THE WESTBOUND TRACK.
OFFSETS BASED ON THE WESTBOUND TRACK CENTER LINE.
NOTE:
EXISTING POLES
BEGINNING OF
NEW TRACK
S250
C250
207
+
0
0
208
+
0
0
209+00
210+00 211+00 212+00
207
+
0
0
208
+
0
0
209
+
0
0
210+00 211+00
212+00
TS
=
W
B
2
0
8
+
6
5
.
3
3
ST
=
W
B
2
0
7
+
2
4
.
3
6
ST
=
W
B
2
1
0
+
2
6
.
3
4
CS
=
W
B
2
0
6
+
9
3
.
3
6
CS
=
W
B
2
0
9
+
9
5
.
3
4
SC
=
W
B
2
0
8
+
9
6
.
3
3
PC
=
E
B
2
1
1
+
9
4
.
2
4
TS
=
E
B
2
0
8
+
5
3
.
9
9
ST
=
E
B
2
0
7
+
1
5
.
1
8
ST
=
E
B
2
1
0
+
2
4
.
9
4
CS
=
E
B
2
0
6
+
8
4
.
1
8
CS
=
E
B
2
0
9
+
9
3
.
9
4
SC
=
E
B
2
0
8
+
8
4
.
9
9
10"
10"
10"
10"
0
0
10"
10"
10"
10"3"10"
10"
ST
A
.
2
0
7
+
8
6
ST
A
.
2
0
8
+
8
7
L
ST
A
.
2
0
9
+
5
7
ST
A
.
2
0
9
+
8
4
ST
A
.
2
1
0
+
3
2
ST
A
.
2
1
1
+
7
0
ST
A
.
2
0
9
+
8
8
10"
10"
ST
A
.
2
0
8
+
9
0
ST
A
.
2
1
1
+
9
9
13deg
13deg
13deg
ST
A
.
2
1
0
+
3
3
ST
A
.
2
1
1
+
7
0
93
104
18
38
44
48 138
39
MSO
-
4
.
0
"
MSO
-
1
.
6
"
MSO
-
1
.
9
"
MSO
-
2
.
3
"
MSO
-
2
.
3
"
MSO-6.0"
MSO-2.0"
3"
MSO-3"
MSO-3"MSO-3.4"
MSO-3.4"
12deg
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-304.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-7-304.dwg
Y7304
OVERHEAD CONTACT SYSTEM
WIRING LAYOUT & ALLOCATION SCHEDULE
WB STA 207+00 TO WB STA 211+17
B.DEMERS
N.WU
Y.LIU
B.DEMERS
1"=20'
01-16-26
MA
T
C
H
L
I
N
E
:
S
T
A
2
0
7
+
0
0
SEE
D
W
G
S
L
-
C
-
Y
-
7
-
3
0
3
MA
T
C
H
L
I
N
E
:
S
T
A
2
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HORIZ SCALE IN FEET
01020
(1" = 20')
EB TRACK CL
OUTBOUND
WB TRACK CL
INBOUND
1.ALL STATIONING BASED ON THE WESTBOUND TRACK.
OFFSETS BASED ON THE WESTBOUND TRACK CENTER LINE.
NOTE:
HIG
H
L
A
N
D
D
R
I
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E
S260
S270
212+00
213+00 214+00 215+00
213+00 214+00 215+00
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146
28
39 45
137
142
0"
10"
10"
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0
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10"
ST
5
FT
6
1139
1919
ST
X5
245
ST
X6
243
X6
FT
238
X5
FT
STA. 215+90
STA. 215+93
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7-305.dwg
24-03849
Sheet No.
1/
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S-LINE EXTENSION PROJECT
SL-C-Y-7-305.dwg
Y7305
OVERHEAD CONTACT SYSTEM
WIRING LAYOUT & ALLOCATION SCHEDULE
WB STA 212+00 TO WB STA 215+96.33
B.DEMERS
N.WU
Y.LIU
B.DEMERS
1"=20'
01-16-26
MA
T
C
H
L
I
N
E
:
S
T
A
2
1
2
+
0
0
SE
E
D
W
G
S
L
-
C
-
Y
-
7
-
3
0
4
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
EB TRACK CL
OUTBOUND
WB TRACK CL
INBOUND
1.ALL STATIONING BASED ON THE WESTBOUND TRACK.
OFFSETS BASED ON THE WESTBOUND TRACK CENTER LINE.
NOTE:
STANDARD COMMUNICATION SYMBOLS ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION
CH COMMUNICATION HOUSE
PULL BOX / HANDHOLE / MANHOLE
UNDERGROUND CONDUIT /
DUCTBANK
PULL BOX / HANDHOLE / MANHOLE
WITH UNDEGROUND RACEWAYS OR
CONDUITS
SINGLE-MODE FIBER CABLE WITH
NUMBER OF STRAND
POWER CONTROL CABINET (PCC)
##
CLOSED-CIRCUIT TELEVISION
SYSTEMCCTV
ETEL
PA/PIS
SCR
TVM
FDP
EMERGENCY TELEPHONE
PUBLIC ADDRESS / PUBLIC
INFORMATION SIGNS
SMART CARD READER
TICKET VENDING MACHINE
FIBER DISTRIBUTION PANEL
MC
SEH
PLATFORM
MEDIA CONVERTERS
SIGNAL EQUIPMENT HOUSE
CAT 6A CATEGORY 6 NETWORK CABLE
CCTV CLOSED-CIRCUIT TELEVISION
CTS COMMUNICATION TRANSMISSION SYSTEM
ETEL EMERGENCY TELEPHONE
F/O FIBER OPTIC
FDP FIBER OPTIC DISTRIBUTION PANEL
GBPS GIGABIT PER SECOND
GIG-E GIGABIT ETHERNET
I/O INPUT / OUTPUT
IP INTERNET PROTOCOL
MC MEDIA CONVERTERS
NVR NETWORK VIDEO RECORDER
OMF OPERATION / MAINTENANCE FACILITY
PA PUBLIC ADDRESS
PCC POWER CONTROL CABINET
PLC PROGRAMMABLE LOGIC CONTROLLER
PSTN PUBLIC SWITCHED TELEPHONE NETWORK
RTU REMOTE TERMINAL UNIT
SCADA SUPERVISORY CONTROL AND DATA AQUISITION
SCR SMART CARD READER
SEH SIGNAL EQUIPMENT HOUSE
SM SINGLE-MODE
STP SHIELDED TWISTED PAIR CABLE
TX / RX TRANSMIT / RECEIVE
UPS UNINTERRUPTIBLE POWER SUPPLY
VAC VOLTAGE ALTERNATING CURRENT
VOIP VOICE OVER INTERNET PROTOCOL
POE POWER OVER ETHERNET
PDU POWER DISTRIBUTION UNIT
CPP COPPER PATCH PANELCOMMUNICATIONS CABLE / CAT 6A
CPP COPPER PATCH PANEL
GBB
PDU
MC/POE
CPP
CTS
FDP
CO
M
M
U
N
I
C
A
T
I
O
N
S
GBB GROUNDING BUS BAR
FST FIBER SPLICE THROUGH
IT INFORMATION TECHNOLOGY
TVM TICKET VENDING MACHINE
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-0-800.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-0-800.dwg
Y0800
COMMUNICATIONS
SYMBOLS, ABBREVIATIONS AND
GENERAL NOTES
M.WESTERGARD
K.EFFERTZ
M.NEALE
Y.LIU
NTS
01-16-26
NOTES:
1.LABELING AS SHOWN IN DETAILS SHALL BE TYPICAL FOR UTA.
2.REFER TO SYSTEMWIDE ELECTRICAL DRAWINGS FOR SIGNAL CONDUIT
PLAN.
3.REFER TO SYSTEMWIDE ELECTRICAL DUCTBANK PLANS FOR
UNDERGROUND RACEWAY AND CABLE PLANS.
4.SIGNALING COMMUNICATION DETAILS INCLUDING ELECTROLOGIXS OFFICE
COMMUNICATIONS TO BE DETAILED ON SIGNAL CIRCUIT PLANS. EXPECTED
PROTOCOL TO BE 9600 BAUD GENISYS. PRELIMINARY SIGNAL CIRCUIT
PLANS WILL SHOW CONTROL AND INDICATION CHARTS, LOCATION ID AND
GENISYS CONFIGURATION SETTINGS.
5.FINAL SIGNAL COMMUNICATION DETAILS SHALL BE CONFIRMED WITH UTA
AND PROVIDED FOR UPDATING NMS AND TDX SYSTEMS FOR CONTROL AT
THE OMF.
48 SM
CH
UNION
CENTRAL POINTE STATION
POWER CONTROL
CABINET (PCC), TYP
ETEL
CCTV
PA/PIS
TVM
SCR
CAT6 CABLE TYP
S. SALT LAKE CITY STATION
POWER CONTROL
CABINET (PCC), TYP
ETEL
CCTV
PA/PIS
TVM
SCR
300 EAST STATION
POWER CONTROL
CABINET (PCC), TYP
ETEL
CCTV
PA/PIS
TVM
SCR
500 EAST STATION
POWER CONTROL
CABINET (PCC), TYP
ETEL
CCTV
PA/PIS
TVM
SCR
700 EAST STATION
POWER CONTROL
CABINET (PCC), TYP
ETEL
CCTV
PA/PIS
TVM
SCR
FAIRMONT STATION
POWER CONTROL
CABINET (PCC), TYP
ETEL
CCTV
PA/PIS
TVM
SCR
CAT 6A CABLE TYP
SUGAR HOUSE STATION
POWER CONTROL
CABINET (PCC), TYP
ETEL
CCTV
PA/PIS
TVM
SCR
SUGARMONT STATION
POWER CONTROL
CABINET (PCC), TYP
ETEL
CCTV
PA/PIS
TVM
SCR
UNION C
INTERLOCKING
SIGNALS
SH1 TPSS
SUBSTATION
GAMMA
INTERLOCKING
SIGNALS
ALPHA A
INTERLOCKING
SIGNALS
ALPHA B
INTERLOCKING
SIGNALS
HIGHLAND DRIVE
INTERLOCKING
SIGNALS
SH2 TPSS
SUBSTATION
BETA
INTERLOCKING
SIGNALS
24 SM 24 SM
GBB
PDU
MC/POE
CPP
CTS
FDP
CO
M
M
U
N
I
C
A
T
I
O
N
S
144 SM48 SM48 SM 48 SM 48 SM 48 SM 48 SM
GBB
PDU
MC/POE
CPP
CTS
FDP
CO
M
M
U
N
I
C
A
T
I
O
N
S
GBB
PDU
MC/POE
CPP
CTS
FDP
CO
M
M
U
N
I
C
A
T
I
O
N
S
GBB
PDU
MC/POE
CPP
CTS
FDP
CO
M
M
U
N
I
C
A
T
I
O
N
S
GBB
PDU
MC/POE
CPP
CTS
FDP
CO
M
M
U
N
I
C
A
T
I
O
N
S
GBB
PDU
MC/POE
CPP
CTS
FDP
CO
M
M
U
N
I
C
A
T
I
O
N
S
GBB
PDU
MC/POE
CPP
CTS
FDP
CO
M
M
U
N
I
C
A
T
I
O
N
S
GBB
PDU
MC/POE
CPP
CTS
FDP
CO
M
M
U
N
I
C
A
T
I
O
N
S
144 SM24 SM24 SM24 SM24 SM
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-1-801.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-1-801.dwg
Y1801
COMMUNICATIONS
SYSTEMWIDE SINGLE LINE DIAGRAM
M.WESTERGARD
K.EFFERTZ
M.NEALE
Y.LIU
NTS
01-16-26
NOTES:
1.GRAY ITEMS INDICATE EXISTING.
2.BOTH SIGNAL AND IT F/O CABLES CONNECT BACK TO OMF VIA EXISTING
CONNECTION ON OTHER F/O CABLES AT THE UNION COMMUNICATIONS
HOUSE OR UNION C INTERLOCKING.
3.SCOPE INCLUDES CABLING TO END DEVICES AND PIS INSTALLATION. END
DEVICES INCLUDING CCTV, TVM, SCR & ETEL SHALL BE PROVIDED AND
INSTALLED BY UTA OR OTHERS.
NOTES:
1.SEE FIBER ALLOCATION TABLES ON SHEET Y3803 & Y3804 FOR
FIBER DISTRIBUTION PANEL TERMINATION DETAILS.
2.GRAY ITEMS INDICATE EXISTING.
3.EXISTING FDP FOR 24 SM CABLES ARE 6 PANEL WALL MOUNT
STYLE.
4.NEW FDP FOR 144 SM CABLES ARE 12 PANEL RACK MOUNT STYLE.
5.F/O JUMPERS ARE REQUIRED BETWEEN THE NEW AND EXISTING
FDP FOR REQUIRED CONNECTIONS.
LEGEND:
SINGLE-MODE FIBER OPTIC CABLE
FIBER OPTIC DISTRIBUTION PANEL
FIBER OPTIC SPLICE ENCLOSURE
8-PORT ST-TYPE PIGTAIL MODULE TO BE USED IN FIBER OPTIC
DISTRIBUTION PANEL
12-PORT SC-TYPE PIGTAIL TO BE USED IN FIBER OPTIC
DISTRIBUTION PANEL
FUSION SPLICE
FIBER END COILED IN PANEL
8ST
12SC
SIGNAL / SCADA / TPSS
FIBER OPTIC CABLE
BETA
INTERLOCKING
1-8
9-16
17-24
8ST
8ST
CONTINUED BELOW
8ST
XXX XX
12
S
C
12
S
C
1-12
13-24
25-144
144 SM
FDP 1 FDP 2
12
S
C
12
S
C
1-12
13-24
25-144
FDP 1
24 SM
HIGHLAND DRIVE
INTERLOCKINGSH2 TPSS
1-8
9-16
17-24
8ST 8ST
1-8
9-16
17-24
FDP 1
24 SM
CONTINUED ABOVE
GAMMA
INTERLOCKING
1-8
9-16
17-24
8ST
8ST
8ST
8ST
1-8
9-16
17-24
FDP 1
24 SM
1-8
9-16
17-24
1-8
9-16
17-24
24 SM
ALPHA A
INTERLOCKING
8ST
8ST
8ST
8ST
FDP 1
ALPHA B
INTERLOCKING
1-8
9-16
17-24
8ST
8ST
8ST
8ST
1-8
9-16
17-24
FDP 1
24 SM
1-8
9-16
17-24
SH1 TPSS
1-8
9-16
17-24
8ST 8ST
FDP 1
24 SM
1-8
9-16
17-24
UNION C
INTERLOCKING
8ST
8ST
8ST
FDP 1
24 SM
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-1-802.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-1-802.dwg
Y1802
COMMUNICATIONS
SIGNAL FIBER OPTIC
CABLE PLAN
M.WESTERGARD
K.EFFERTZ
M.NEALE
Y.LIU
NTS
01-16-26
BETA INTERLOCKING - WALL MOUNT FDP 1 (EXISTING)
CABLE FIBER DISTRIBUTION PANEL CONNECTION
ORIGINATION TYPE BUFFER COLOR STRAND PANEL POSITION CONNECTION
TYPE
LOCAL
CONNECTION
FAR END
CONNECTION
FAR END
LOCATION
WE
S
T
T
O
S
H
2
T
P
S
S
24 SINGLE-MODE
BLUE
BLUE 1
A
1 ST RS400 PORT 1 RS400 PORT 2 ALPHA A
INTERLOCKINGORANGE22ST
GREEN 3 3 ST
BROWN 4 4 ST
SLATE 5 5 ST PATCHCORD TO FDP
2 PORTS 5/6 RS400 PORT 2 ALPHA B
INTERLOCKINGWHITE66ST
RED 7 7 ST
BLACK 8 8 ST
YELLOW 9
B
9 ST VHLC PORT B VHLC PORT D ALPHA B
INTERLOCKINGVIOLET1010ST
ROSE 11 11 ST
AQUA 12 12 ST
ORANGE
BLUE 13 13 ST
ORANGE 14 14 ST
GREEN 15 15 ST
BROWN 16 16 ST
SLATE 17
C
17 ST
WHITE 18 18 ST
RED 19 19 ST
BLACK 20 20 ST
YELLOW 21 21 ST
VIOLET 22 22 ST
ROSE 23 23 ST
AQUA 24 24 ST
BETA INTERLOCKING - RACK MOUNT FDP 2 (NEW)
CABLE FIBER DISTRIBUTION PANEL CONNECTION
ORIGINATION TYPE BUFFER COLOR STRAND PANEL POSITION CONNECTION
TYPE
LOCAL
CONNECTION
FAR END
CONNECTION
FAR END
LOCATION
EA
S
T
T
O
H
I
G
H
L
A
N
D
D
R
I
V
E
I
N
T
E
R
L
O
C
K
I
N
G
144 SINGLE-MODE
BLUE
BLUE 1
A
1 SC RS400 PORT 2 RS400 PORT 1 HIGHLAND DRIVE
INTERLOCKINGORANGE22SC
GREEN 3 3 SC
BROWN 4 4 SC
SLATE 5 5 SC PATCHCORD TO FDP
1 PORTS 5/6 RS400 PORT 2 HIGHLAND DRIVE
INTERLOCKINGWHITE66SC
RED 7 7 SC
BLACK 8 8 SC
YELLOW 9 9 SC VHLC PORT D ELECTROLOGIXS
SERIAL PORT SLOT 1
HIGHLAND DRIVE
INTERLOCKINGVIOLET1010SC
ROSE 11 11 SC
AQUA 12 12 SC
ORANGE
BLUE 13
B
13 SC
ORANGE 14 14 SC
GREEN 15 15 SC
BROWN 16 16 SC
SLATE 17 17 SC
WHITE 18 18 SC
RED 19 19 SC
BLACK 20 20 SC
YELLOW 21 21 SC
VIOLET 22 22 SC
ROSE 23 23 SC
AQUA 24 24 SC
GREEN ALL 25-36
UNTERMINATED &
COILED IN PANEL ---
BROWN ALL 37-48
SLATE ALL 49-60
WHITE ALL 61-72
RED ALL 73-84
BLACK ALL 85-96
YELLOW ALL 97-108
VIOLET ALL 109-120
ROSE ALL 121-132
AQUA ALL 133-144
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-3-803.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-3-803.dwg
Y3803
COMMUNICATIONS
SIGNAL BETA INTERLOCKING
FIBER ALLOCATION TABLE
M.WESTERGARD
K.EFFERTZ
M.NEALE
Y.LIU
NTS
01-16-26
NOTES:
1.GRAY ITEMS INDICATE EXISTING.
HIGHLAND DRIVE INTERLOCKING - RACK MOUNT FDP
CABLE FIBER DISTRIBUTION PANEL CONNECTION
ORIGINATION TYPE BUFFER COLOR STRAND PANEL POSITION CONNECTION
TYPE
LOCAL
CONNECTION
FAR END
CONNECTION
FAR END
LOCATION
WE
S
T
T
O
B
E
T
A
I
N
T
E
R
L
O
C
K
I
N
G
144 SINGLE-MODE
BLUE
BLUE 1
A
1 SC RS 400PORT 1 RS 400PORT 2 BETA INTERLOCKINGORANGE22SC
GREEN 3 3 SC
BROWN 4 4 SC
SLATE 5 5 SC RS 400PORT 2 RS 400PORT 2 ALPHA B
INTERLOCKINGWHITE66SC
RED 7 7 SC
BLACK 8 8 SC
YELLOW 9 9 SC ELECTROLOGIXS
SERIAL PORT SLOT 1 VHLC PORT D BETA INTERLOCKINGVIOLET1010SC
ROSE 11 11 SC
AQUA 12 12 SC
ORANGE
BLUE 13
B
13 SC
ORANGE 14 14 SC
GREEN 15 15 SC
BROWN 16 16 SC
SLATE 17 17 SC
WHITE 18 18 SC
RED 19 19 SC
BLACK 20 20 SC
YELLOW 21 21 SC
VIOLET 22 22 SC
ROSE 23 23 SC
AQUA 24 24 SC
GREEN ALL 25-36
UNTERMINATED &
COILED IN PANEL ---
BROWN ALL 37-48
SLATE ALL 49-60
WHITE ALL 61-72
RED ALL 73-84
BLACK ALL 85-96
YELLOW ALL 97-108
VIOLET ALL 109-120
ROSE ALL 121-132
AQUA ALL 133-144
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-3-804.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-3-804.dwg
Y3804
COMMUNICATIONS
SIGNAL HIGHLAND DRIVE
FIBER ALLOCATION TABLE
M.WESTERGARD
K.EFFERTZ
M.NEALE
Y.LIU
NTS
01-16-26
NOTES:
1.SEE FIBER ALLOCATION TABLES ON SHEET Y3811 & Y3812 FOR
FIBER DISTRIBUTION PANEL TERMINATION DETAILS.
2.GRAY ITEMS INDICATE EXISTING.
3.NEW FDP FOR 144 SM CABLES ARE 12 PANEL RACK MOUNT STYLE.
4.F/O JUMPERS ARE REQUIRED BETWEEN THE NEW AND EXISTING
FDP FOR REQUIRED CONNECTIONS.
IT DATA COMMUNICATIONS
FIBER OPTIC CABLE
CONTINUED BELOW
FAIRMONT
STATION
12
S
C
12
S
C
1-12
13-24
49-144
144 SM
FDP 1
12
S
C
12
S
C
13-24
25-36
49-144
FDP 1
SUGAR HOUSE
STATION
SUGARMONT
STATION
12
S
C
12
S
C
1-12
13-24
25-48
48 SM
FDP 1
1-12
13-24
25-48
48 SM
1-12
13-24
25-48
CONTINUED ABOVE
300 EAST STATION
12
S
C
12
S
C
1-12
13-24
25-48
48 SM
FDP 1
12
S
C
12
S
C
1-12
13-24
25-48
FDP 1
500 EAST STATIONSOUTH SALT LAKE
CITY STATION
12
S
C
12
S
C
1-12
13-24
25-48
48 SM
FDP 1
1-12
13-24
25-48
48 SM
1-12
13-24
25-48
700 EAST STATION
12
S
C
12
S
C
1-12
13-24
25-48
48 SM
FDP 1
1-12
13-24
25-48
48 SM
1-12
13-24
25-48
CENTRAL POINT
STATION
12
S
C
12
S
C
1-12
13-24
25-48
FDP 1
1-12
13-24
25-48
48 SM
CH
UNION
12
S
C
12
S
C
25-48 37-48
1-12
LEGEND:
SINGLE-MODE FIBER OPTIC CABLE
FIBER OPTIC DISTRIBUTION PANEL
FIBER OPTIC SPLICE ENCLOSURE
12-PORT SC-TYPE PIGTAIL TO BE USED IN FIBER OPTIC
DISTRIBUTION PANEL
FUSION SPLICE
FIBER END COILED IN PANEL
COMMUNICATION HOUSE
12SC
XXX XX
CH
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-1-810.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-1-810.dwg
Y1810
COMMUNICATIONS
IT FIBER OPTIC
CABLE PLAN
M.WESTERGARD
K.EFFERTZ
M.NEALE
Y.LIU
NTS
01-16-26
FAIRMONT (MCLELLAND ST.) PCC FDP
CABLE FIBER DISTRIBUTION PANEL CABLE FIBER DISTRIBUTION PANEL
ORIGINATION TYPE BUFFER COLOR STRAND PANEL POSITION CONNECTION
TYPE ORIGINATION TYPE BUFFER COLOR STRAND PANEL POSITION CONNECTION
TYPE
WE
S
T
T
O
S
U
G
A
R
M
O
N
T
(
9
0
0
E
)
P
C
C
48
S
T
R
A
N
D
S
I
N
G
L
E
-
M
O
D
E
BLUE
BLUE 1
A
1 SC
EA
S
T
T
O
H
I
G
H
L
A
N
D
D
R
.
P
C
C
14
4
S
T
R
A
N
D
S
I
N
G
L
E
-
M
O
D
E
BLUE
BLUE 1
B
13 SC
ORANGE 2 2 SC ORANGE 2 14 SC
GREEN 3 3 SC GREEN 3 15 SC
BROWN 4 4 SC BROWN 4 16 SC
SLATE 5 5 SC SLATE 5 17 SC
WHITE 6 6 SC WHITE 6 18 SC
RED 7 7 SC RED 7 19 SC
BLACK 8 8 SC BLACK 8 20 SC
YELLOW 9 9 SC YELLOW 9 21 SC
VIOLET 10 10 SC VIOLET 10 22 SC
ROSE 11 11 SC ROSE 11 23 SC
AQUA 12 12 SC AQUA 12 24 SC
ORANGE
BLUE 13
FST
TO F144SM-MCL-1
STRANDS 13-48
ORANGE
BLUE 13
FST
TO F48SM-900-1
STRANDS 13-48
ORANGE 14 ORANGE 14
GREEN 15 GREEN 15
BROWN 16 BROWN 16
SLATE 17 SLATE 17
WHITE 18 WHITE 18
RED 19 RED 19
BLACK 20 BLACK 20
YELLOW 21 YELLOW 21
VIOLET 22 VIOLET 22
ROSE 23 ROSE 23
AQUA 24 AQUA 24
GREEN
BLUE 25
GREEN
BLUE 25
ORANGE 26 ORANGE 26
GREEN 27 GREEN 27
BROWN 28 BROWN 28
SLATE 29 SLATE 29
WHITE 30 WHITE 30
RED 31 RED 31
BLACK 32 BLACK 32
YELLOW 33 YELLOW 33
VIOLET 34 VIOLET 34
ROSE 35 ROSE 35
AQUA 36 AQUA 36
BROWN
BLUE 37
BROWN
BLUE 37
ORANGE 38 ORANGE 38
GREEN 39 GREEN 39
BROWN 40 BROWN 40
SLATE 41 SLATE 41
WHITE 42 WHITE 42
RED 43 RED 43
BLACK 44 BLACK 44
YELLOW 45 YELLOW 45
VIOLET 46 VIOLET 46
ROSE 47 ROSE 47
AQUA 48 AQUA 48
SLATE ALL 49-60
UNTERMINATED
& COILED IN
PANEL
--
WHITE ALL 61-72
RED ALL 73-84
BLACK ALL 85-96
YELLOW ALL 97-108
VIOLET ALL 109-120
ROSE ALL 121-132
AQUA ALL 133-144
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-3-811.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-3-811.dwg
Y3811
COMMUNICATIONS
FAIRMONT PCC
IT FIBER ALLOCATION TABLE
M.WESTERGARD
K.EFFERTZ
M.NEALE
Y.LIU
NTS
01-16-26
NOTES:
1.FST DENOTES FIBER BEING FUSION SPLICED THROUGH WITH NO
TERMINATIONS INSIDE PANEL.
2.GRAY ITEMS INDICATE EXISTING.
SUGAR HOUSE PCC FDP
CABLE FIBER DISTRIBUTION PANEL
ORIGINATION TYPE BUFFER COLOR STRAND PANEL POSITION CONNECTION
TYPE
WE
S
T
T
O
F
A
I
R
M
O
N
T
(
M
C
L
E
L
L
A
N
D
S
T
.
)
P
C
C
14
4
S
T
R
A
N
D
S
I
N
G
L
E
-
M
O
D
E
BLUE
BLUE 1
A
1 SC
ORANGE 2 2 SC
GREEN 3 3 SC
BROWN 4 4 SC
SLATE 5 5 SC
WHITE 6 6 SC
RED 7 7 SC
BLACK 8 8 SC
YELLOW 9 9 SC
VIOLET 10 10 SC
ROSE 11 11 SC
AQUA 12 12 SC
ORANGE
BLUE 13
B
13 SC
ORANGE 14 14 SC
GREEN 15 15 SC
BROWN 16 16 SC
SLATE 17 17 SC
WHITE 18 18 SC
RED 19 19 SC
BLACK 20 20 SC
YELLOW 21 21 SC
VIOLET 22 22 SC
ROSE 23 23 SC
AQUA 24 24 SC
GREEN
BLUE 25
C
25 SC
ORANGE 26 26 SC
GREEN 27 27 SC
BROWN 28 28 SC
SLATE 29 29 SC
WHITE 30 30 SC
RED 31 31 SC
BLACK 32 32 SC
YELLOW 33 33 SC
VIOLET 34 34 SC
ROSE 35 35 SC
AQUA 36 36 SC
BROWN
BLUE 37
D
37 SC
ORANGE 38 38 SC
GREEN 39 39 SC
BROWN 40 40 SC
SLATE 41 41 SC
WHITE 42 42 SC
RED 43 43 SC
BLACK 44 44 SC
YELLOW 45 45 SC
VIOLET 46 46 SC
ROSE 47 47 SC
AQUA 48 48 SC
SLATE ALL 49-60
UNTERMINATED &
COILED IN PANEL --
WHITE ALL 61-72
RED ALL 73-84
BLACK ALL 85-96
YELLOW ALL 97-108
VIOLET ALL 109-120
ROSE ALL 121-132
AQUA ALL 133-144
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-3-812.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-3-812.dwg
Y3812
COMMUNICATIONS
SUGAR HOUSE PCC
IT FIBER ALLOCATION TABLE
M.WESTERGARD
K.EFFERTZ
M.NEALE
Y.LIU
NTS
01-16-26
144 SM
FDP
SUGAR HOUSE STATION PLATFORM SUGAR HOUSE STATION PCC COMMS CABINET
CTS SWITCH
CPP
SCR
ETEL
CCTVPA/PISPA/PISCCTV
SCR
TO
FAIRMONT
PCC
CAT 6A STP
CAT 6A PATCH CABLES
SM F/O PATCH CABLES
2" UNDERGROUND
CONDUITS
TYPE II
PULLBOX
TVM
TYPE II
PULLBOX
TYPE II
PULLBOX
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-8-813.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-8-813.dwg
Y8813
COMMUNICATIONS
SUGAR HOUSE STATION
RISER DIAGRAM
M.WESTERGARD
K.EFFERTZ
M.NEALE
Y.LIU
NTS
01-16-26
NOTES:
1.SEE SHEET P1201 AND P3203 FOR LOCATIONS OF DEVICES ON PLATFORM.
2.SEE ELECTRICAL SHEET E0208 FOR TYPE II PULLBOX INFORMATION.
1
2
3
KEY NOTES:
1.CTS DEVICE & CONNECTIVITY BY OWNER.
2.SCOPE INCLUDES CABLING TO END DEVICES AND PIS INSTALLATION. END
DEVICES INCLUDING CCTV, TVM, SCR & ETEL SHALL BE PROVIDED AND
INSTALLED BY UTA OR OTHERS.
3.SEE ELECTRICAL SHEET E1205 FOR CONDUIT ROUTING AND DETAILS FROM
PCC TO PLATFORM AND END DEVICES.
CABINET
HEATER
PDU
CCTV POE INJECTORS/
SURGE SUPPRESSORS
CABLE MANAGEMENT
CABLE MANAGEMENT
CABLE MANAGEMENT
CABLE MANAGEMENT
CPP
CTS SWITCH
CTS SWITCH
FDP
42
SUGAR HOUSE STATION PCC COMMS CABINET
CA
B
L
E
M
A
N
A
G
E
M
E
N
T
CA
B
L
E
M
A
N
A
G
E
M
E
N
T
GBB
41
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
24
23
22
21
20
19
18
17
16
15
14
13
12
11
10
9
8
7
6
5
4
3
2
1
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-8-814.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-8-814.dwg
Y8814
SUGAR HOUSE STATION
PCC COMM CABINET RACK
ELEVATION
M.WESTERGARD
K.EFFERTZ
M.NEALE
Y.LIU
NTS
01-16-26
NOTES:
1.EACH BRACKET REPRESENTS 1U=1.75 INCHES.
2.RACK PDU SUPPLIED BY DEDICATED ELECTRICAL CIRCUIT.
3.RACK SHALL BE ELECTRICALLY ISOLATED AND BONDED.
1
2
1
KEY NOTES:
1.CTS CONNECTIVITY BY OWNER.
2.CCTV DEVICE INSTALLATION BY OTHERS.
SUGAR HOUSE STATION COMMUNICATIONS CABLE SCHEDULE
CABLE ROUTE
#ID CONSTRUCTION TYPE SOURCE LOCATION SOURCE DEVICE TERM.PORT PATH TYPE DESTINATION LOCATION DESTINATION DEVICE TERM.PORT TAG
01 ETEL CAT 6A STP PERMANENT PCC RU 11 CPP-01 RJ45 04 2" UNDERGROUND PLATFORM ETEL RJ45 -ETEL - CAT 6A STP: PCC RU 11CPP-01 P04 TO PLATFORM ETEL
02 SCR-01 CAT 6A STP PERMANENT PCC RU 11 CPP-01 RJ45 02 2" UNDERGROUND PLATFORM W SCR-01 RJ45 -SCR-01 - CAT 6A STP: PCC RU 11CPP-01 P02 TO PLATFORM W SCR-01
03 SCR-02 CAT 6A STP PERMANENT PCC RU 11 CPP-01 RJ45 03 2" UNDERGROUND PLATFORM E SCR-02 RJ45 -SCR-02 - CAT 6A STP: PCC RU 11CPP-01 P03 TO PLATFORM E SCR-02
04 TVM CAT 6A STP PERMANENT PCC RU 11 CPP-01 RJ45 01 2" UNDERGROUND PLATFORM TVM RJ45 -TVM - CAT 6A STP: PCC RU 11CPP-01 P01 TO PLATFORM TVM
05 PIDS/PA CAT 6A STP PERMANENT PCC RU 11 CPP-01 RJ45 05 2" UNDERGROUND PLATFORM CANOPY PIDS RJ45 -PIDS/PA - CAT 6A STP: PCC RU 11CPP-01 P05 TO PLATFORM CANOPY PIDS
06 CCTV-01 CAT 6A STP PERMANENT PCC RU 11 CPP-01 RJ45 06 2" UNDERGROUND PLATFORM CANOPY CCTV-01 RJ45 -CCTV-01 - CAT 6A STP: PCC RU 11CPP-01 P06 TO PLATFORM CANOPY CCTV-01
07 CCTV-02 CAT 6A STP PERMANENT PCC RU 11 CPP-01 RJ45 07 2" UNDERGROUND PLATFORM CANOPY CCTV-02 RJ45 -CCTV-02 - CAT 6A STP: PCC RU 11CPP-01 P07 TO PLATFORM CANOPY CCTV-02
08 COMMFIBER 144 SM F/O PERMANENT PCC RU 02 FDP-01 SC 1-48 UNDERGROUND FAIRMONT STATION PCC FDP-01 NA NA COMMFIBER - 144 SM F/O: PCC RU 02FDP-01 P1-48 TO FAIRMONT STATION PCC FDP-01
SUGAR HOUSE STATION COMMUNICATIONS PATCH CABLE SCHEDULE
CABLE ROUTE
#ID CONSTRUCTION TYPE SOURCE LOCATION SOURCE DEVICE TERM.PORT PATH TYPE DESTINATION LOCATION DESTINATION DEVICE TERM.PORT TAG
09 ETEL CAT 6A PATCH JUMPER PCC RU 11 CPP-01 RJ45 04 NA PCC RU 07 CTS SWITCH RJ45 TBD ETEL - CAT 6A: PCC RU 11CPP-01 P04 TO PCC RU 07 CTS SWITCH
10 SCR-01 CAT 6A PATCH JUMPER PCC RU 11 CPP-01 RJ45 02 NA PCC RU 07 CTS SWITCH RJ45 TBD SCR-01 - CAT 6A: PCC RU 11CPP-01 P02 TO PCC RU 07 CTS SWITCH
11 SCR-02 CAT 6A PATCH JUMPER PCC RU 11 CPP-01 RJ45 03 NA PCC RU 07 CTS SWITCH RJ45 TBD SCR-02 - CAT 6A: PCC RU 11CPP-01 P03 TO PCC RU 07 CTS SWITCH
12 TVM CAT 6A PATCH JUMPER PCC RU 11 CPP-01 RJ45 01 NA PCC RU 07 CTS SWITCH RJ45 TBD TVM - CAT 6A: PCC RU 11CPP-01 P01 TO PCC RU 07 CTS SWITCH
13 PIDS/PA CAT 6A PATCH JUMPER PCC RU 11 CPP-01 RJ45 05 NA PCC RU 07 CTS SWITCH RJ45 TBD PIDS/PA - CAT 6A: PCC RU 11CPP-01 P05 TO PCC RU 07 CTS SWITCH
14 CCTV-01 CAT 6A PATCH JUMPER PCC RU 11 CPP-01 RJ45 06 NA PCC RU 07 CTS SWITCH RJ45 TBD CCTV-01 - CAT 6A: PCC RU 11CPP-01 P06 TO PCC RU 07 CTS SWITCH
15 CCTV-02 CAT 6A PATCH JUMPER PCC RU 11 CPP-01 RJ45 07 NA PCC RU 07 CTS SWITCH RJ45 TBD CCTV-02 - CAT 6A: PCC RU 11CPP-01 P07 TO PCC RU 07 CTS SWITCH
16 CTS-01 DUPLEX SM, F/O PATCH JUMPER PCC RU 02 FDP-01 SC 1/2 NA PCC RU 07 CTS SWITCH LC TBD CTS-01 - DUPLEX SM, F/O: PCC RU 02FDP-01 P1/2 TO PCC RU 07 CTS SWITCH
17 CTS-02 DUPLEX SM, F/O PATCH JUMPER PCC RU 02 FDP-01 SC 12/13 NA PCC RU 07 CTS SWITCH LC TBD CTS-02 - DUPLEX SM, F/O: PCC RU 02FDP-01 P12/13 TO PCC RU 07 CTS SWITCH
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-3-815.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-3-815.dwg
Y3815
COMMUNICATIONS
SUGAR HOUSE STATION
CABLE SCHEDULE
M.WESTERGARD
K.EFFERTZ
M.NEALE
Y.LIU
NTS
01-16-26
NOTES:
1.REFER TO PLATFORM ELECTRICAL FOR CONDUIT DETAILS.
2.CABLING TYPE SHALL BE RATED FOR INTENDED PATHWAY.
3.CAT 6A SHIELDING TO BE GROUNDED ON PCC END ONLY TO PREVENT
GROUND LOOPS.
4.SURGE SUPPRESSION IN PCC ON CAT 6A CABLES RUN TO ELEVATED
STATION CANOPY LOCATIONS.
S240
L
C240
L
201+80 202+00
203+00
204+00
205+0
0
206+
0
0
207
+
0
0
203+00
204+00
205+0
0
206+
0
0
207
+
0
0
PO
B
=
W
B
2
0
2
+
9
2
.
1
7
TS
=
W
B
2
0
3
+
1
3
.
0
5
ST
=
W
B
2
0
7
+
2
4
.
3
6
CS
=
W
B
2
0
6
+
9
3
.
3
6
SC
=
W
B
2
0
3
+
4
4
.
0
5
BE
G
I
N
B
O
L
L
A
R
D
S
WB
2
0
3
+
7
2
.
3
8
TS
=
E
B
2
0
3
+
1
3
.
7
6
ST
=
E
B
2
0
7
+
1
5
.
1
8
CS
=
E
B
2
0
6
+
8
4
.
1
8
SC
=
E
B
2
0
3
+
4
4
.
7
6
PO
B
=
E
B
2
0
2
+
9
2
.
8
8
EB
T
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A
C
K
L
U
B
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A
T
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2
0
3
+
7
5
.
0
0
TCB
L
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-1-235.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-1-235.dwg
Y1235
DUCTBANK PLAN
WB STA 201+00 TO WB STA 207+00
A.JAIN
A.JAIN
D.Duzan
Y.LU
1"=20'
01-16-26
MA
T
C
H
L
I
N
E
:
S
T
A
2
0
7
+
0
0
SE
E
D
W
G
S
L
-
C
-
Y
-
1
-
2
3
6
EXISTING
McCLELLAND ST.
STATION
1.REFER TO DWG. Y3216 AND Y3215 FOR DUCTBANK FOUNDATION
DETAIL, CONDUIT SCHEDULE, AND PULL BOX DIMENSIONS.
2.DUCTBANK IS INSTALLED 36" MINIMUM BELOW TOP OF SLAB AND
FINISHED GRADE.
3.NOT USED
4.DUCTBANK DIMENSIONS CAN VARY. REFER TO DWG. Y4217 AND Y4218
FOR TYPICAL DUCTBANK SECTIONS/ SIZES.
5.COORDINATE DUCTBANK LOCATION WITH SIGNAL FOUNDATION PLAN.
6.DUCTBANK TO RUN BETWEEN OCS FOUNDATION AND EDGE OF
TRACK SLAB AND ONLY COME INTO THE CENTER FOR MANHOLE
PLACEMENT.
7.CONDUIT BETWEEN JUNCTION BOX AND DETECTION LOOP TO BE
DIRECT BURIED. CONDUIT CONNECTION TO BE COMPLETED AFTER
EMBEDDED TRACKS INSTALLED.
8.NOT USED
9.UDOT/SLC CONDUIT NOT CONNECTED INTO UTA COMMUNICATION
PULL BOX.
10.CONDUIT INTERCONNECTION BETWEEN TRAFFIC CONTROLLER AND
PULL BOXES SHALL BE PROVIDED ON TRAFFIC PLANS.
11.TRACK CIRCUIT IS LOCATED IN COMMUNICATION PULL BOX. CONDUIT
BETWEEN PULL BOX AND SIGNAL DEVICES TO BE DIRECT BURIED.
CONTRACTOR SHALL COMPLETE CONDUIT CONNECTION TO SIGNAL
TRACK CONNECTION BOX/DEVICE IN COORDINATION WITH THE
CONTRACTOR'S SIGNAL DESIGN AND SIGNAL DESIGNER.
12.TRAIN DETECTION CIRCUIT TRAFFIC CONTROLLER IS INSTALLED INTO
COMMUNICATION PULL BOX. CONDUIT CONNECTION TO LOOP TO BE
COMPLETED AFTER EMBEDDED TRACK INSTALLED.
13.SIGNAL CONDUIT ROUTED THROUGH UTA COMMUNICATION PULL
BOX.
14.CONDUIT INTERCONNECTION BETWEEN PCC AND PULL BOXES SHALL
BE PROVIDED ON STATION PLANS.
15.REFER TO SHEET Y3216 FOR CONDUIT SCHEDULE.
16.ALL PULL BOXES THAT ARE BEING INSTALLED FOR UDOT/SLC SHALL
BE LABELED PER UDOT/SLC STANDARDS OR AS APPROVED BY THE
ENGINEER.
DUCTBANK (TYP.)
OCS TYP.
PULL BOX 206+00
SIGNAL
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
WB TRACK CL
EB TRACK CL
PULL BOX 202+73
TRAIN DETECTION
PULL BOX 203+94
COMMUNICATION
9
9 9
149
9
9 9
9 7
9
9 9
9 14
14
7
7
7
8
TRAFFIC CONTROLLER PULL
BOX TYPE 3 SEE NOTE 10
TRAFFIC CONTROLLER
UNDERGROUND SERVICE
PEDESTAL
OCS POLE FOR
TRACTION POWER TAP
201+70
2-500KCMIL NEW AND
2-500KCMIL EXISTING POSITIVE
FEEDER CABLE IN EXISTING
CONDUITS FROM TPSS # S2,
REFER DETAIL E ON DWG. Y7314
FOR DETAILS
TPSS #S2
20
20
20
20
20
UDOT/SLC FIBER PULL BOX
TYPE 2 SEE NOTE 16
EXISTING STATION
POWER CONTROL
CENTER (PCC)
SEH 4
7 8
9
9 9
9 7
7
9
9 9
9 7
7
9
9 9
9 14
14
7
8
EXISTING
COMMUNICATION
PULL BOX (TYP.)
13
7
NOTES:
2-500KCMIL NEW AND
2-500KCMIL EXISTING
NEGATIVE RETURN CABLES
IN EXISTING CONDUITS
FROM TPSS # S2, REFER
DETAIL D ON DWG. Y7314
FOR DETAILS
EXISTING UDOT/SLC
PULL BOX TYPE 2
20
BAR SIGNAL 204+00 SEE TRAFFIC
PLAN FOR DETAIL CONDUIT AND
CABLE ROUTING
SIGNAL COUPLER
BOX 202+97
14
14
01+
S250
C250
207
+
0
0
208
+
0
0
209+00
210+00 211+00 212+00
207
+
0
0
208
+
0
0
209
+
0
0
210+00 211+00
212+00
WB
T
R
A
C
K
L
U
B
R
I
C
A
T
O
R
WB
2
0
7
+
2
5
.
0
0
TS
=
W
B
2
0
8
+
6
5
.
3
3
ST
=
W
B
2
0
7
+
2
4
.
3
6
ST
=
W
B
2
1
0
+
2
6
.
3
4
CS
=
W
B
2
0
6
+
9
3
.
3
6
CS
=
W
B
2
0
9
+
9
5
.
3
4
SC
=
W
B
2
0
8
+
9
6
.
3
3
END
B
O
L
L
A
R
D
S
BEG
I
N
P
E
D
X
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WB
2
0
8
+
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2
.
1
4
EN
D
P
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D
X
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WB
2
0
8
+
8
2
.
1
6
BE
G
I
N
SH
A
R
E
D
U
S
E
WB
2
0
9
+
5
6
.
0
1
PC
=
E
B
2
1
1
+
9
4
.
2
4
TS
=
E
B
2
0
8
+
5
3
.
9
9
ST
=
E
B
2
0
7
+
1
5
.
1
8
ST
=
E
B
2
1
0
+
2
4
.
9
4
CS
=
E
B
2
0
6
+
8
4
.
1
8
CS
=
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B
2
0
9
+
9
3
.
9
4
SC
=
E
B
2
0
8
+
8
4
.
9
9
EB
T
R
A
C
K
L
U
B
R
I
C
A
T
O
R
20
8
+
7
5
.
0
0
WB
T
R
A
C
K
L
U
B
R
I
C
A
T
O
R
WB
2
1
0
+
2
9
.
0
0
BE
G
I
N
S
H
A
R
E
D
U
S
E
2
0
9
+
1
4
.
6
5
TCB
TC
B
L
L
L
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-1-236.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-1-236.dwg
Y1236
DUCTBANK PLAN
WB STA 207+00 TO WB STA 212+00
A.JAIN
Y.LIU
Y.LIU
B.DEMERS
1"=20'
01-16-26
MA
T
C
H
L
I
N
E
:
S
T
A
2
0
7
+
0
0
SEE
D
W
G
S
L
-
C
-
Y
-
1
-
2
3
5
1.REFER TO DWG. Y3216 AND Y3215 FOR DUCTBANK FOUNDATION
DETAIL, CONDUIT SCHEDULE, AND PULL BOX DIMENSIONS.
2.DUCTBANK IS INSTALLED 36" MINIMUM BELOW TOP OF SLAB AND
FINISHED GRADE.
3.NOT USED.
4.DUCTBANK DIMENSIONS CAN VARY. REFER TO DWG. Y4217 AND
Y4218 FOR TYPICAL DUCTBANK SECTIONS/ SIZES.
5.COORDINATE DUCTBANK LOCATION WITH SIGNAL FOUNDATION
PLAN.
6.DUCTBANK TO RUN BETWEEN OCS FOUNDATION AND EDGE OF
TRACK SLAB AND ONLY COME INTO THE CENTER FOR MANHOLE
PLACEMENT.
7.CONDUIT BETWEEN JUNCTION BOX AND DETECTION LOOP TO BE
DIRECT BURIED. CONDUIT CONNECTION TO BE COMPLETED
AFTER EMBEDDED TRACKS INSTALLED.
8.UDOT/SLC CONDUIT NOT CONNECTED INTO UTA
COMMUNICATION PULL BOX.
9.CONDUIT INTERCONNECTION BETWEEN TRAFFIC CONTROLLER
AND PULL BOXES SHALL BE PROVIDED ON TRAFFIC PLANS.
10.TRACK CIRCUIT IS LOCATED IN COMMUNICATION PULL BOX.
CONDUIT BETWEEN PULL BOX AND SIGNAL DEVICES TO BE
DIRECT BURIED. CONTRACTOR SHALL COMPLETE CONDUIT
CONNECTION TO SIGNAL TRACK CONNECTION BOX/DEVICE IN
COORDINATION WITH THE CONTRACTOR'S SIGNAL DESIGN AND
SIGNAL DESIGNER.
11.TRAIN DETECTION CIRCUIT TRAFFIC CONTROLLER IS INSTALLED
INTO COMMUNICATION PULL BOX. CONDUIT CONNECTION TO
LOOP TO BE COMPLETED AFTER EMBEDDED TRACK INSTALLED.
12.SIGNAL CONDUIT ROUTED THROUGH UTA COMMUNICATION PULL
BOX.
13.CONDUIT INTERCONNECTION BETWEEN PCC AND PULL BOXES
SHALL BE PROVIDED ON STATION PLANS.
14.NOT USED
15.ALL PULL BOXES THAT ARE BEING INSTALLED FOR UDOT/SLC
SHALL BE LABELED PER UDOT/SLC STANDARDS OR AS
APPROVED BY THE ENGINEER.
DUCTBANK (TYP.)
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
PULL BOX 208+44
COMMUNICATION
WB TRACK CL
EB TRACK CL
MA
T
C
H
L
I
N
E
:
S
T
A
2
1
2
+
0
0
SE
E
D
W
G
S
L
-
C
-
Y
-
1
-
2
3
7
PULL BOX 211+90
TRAIN DETECTION
PULL BOX 210+30
TRAIN DETECTION
7 7
7
7
7 7 7
7
7
877
9
9 9 14
9 7
7
7
8
9
9 9 14
9 7 7 PULL BOX 211+70
COMMUNICATION
147
9
9 9
9 14
TRAFFIC CONTROLLER PULL
BOX TYPE 3 SEE NOTE 10
TRAFFIC CONTROLLER
UNDERGROUND
SERVICE PEDESTAL
20
20
20
20
20
20
20
UDOT/SLC FIBER PULL BOX
TYPE 2 SEE NOTE 15
UDOT/SLC FIBER PULL BOX
TYPE 2 SEE NOTE 15
13
13 13
13
20
7
NOTES:
EXISTING TRAFFIC
CONTROLLER
1-1/2" PVC CONDUIT FOR
POWER CABLE FROM
EXISTING TCB TO UTA BEACON
1-1/2" PVC CONDUIT FOR
POWER CABLE FROM
EXISTING TCB TO UTA BEACON
PEDESTRAIN LANK-OUT SIGN 208+84,
SEE TRAFFIC PLAN FOR DETAIL
CONDUIT AND CABLE ROUTING
WHEEL SENSOR 3
211+90
WHEEL SENSOR 4
210+30
PULL BOX FOR TRAFFIC SIGNAL MOUNTED
ON POLE P13, 209+95 SEE TRAFFIC PLAN
FOR DETAIL CONDUIT AND CABLE ROUTING
HIG
H
L
A
N
D
D
R
I
V
E
212+81.65, 9.00' RT
BE
G
I
N
P
L
A
T
F
O
R
M
WB
2
1
5
+
0
5
.
1
8
EN
D
P
L
A
T
F
O
R
M
WB
2
1
5
+
6
5
.
1
8
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-1-237.dwg
24-03849
Sheet No.
1/
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S-LINE EXTENSION PROJECT
SL-C-Y-1-237.dwg
Y1237
DUCTBANK PLAN
WB STA 212+00 TO WB STA 215+88.5
A.JAIN
Y.LIU
Y.LIU
B.DEMERS
1"=20'
01-16-26
1.REFER TO DWG. Y3216 AND Y3215 FOR DUCTBANK FOUNDATION
DETAIL, CONDUIT SCHEDULE, AND PULL BOX DIMENSIONS.
2.DUCTBANK IS INSTALLED 36" MINIMUM BELOW TOP OF SLAB AND
FINISHED GRADE.
3.NOT USED
4.DUCTBANK DIMENSIONS CAN VARY. REFER TO DWG. Y4217 AND
Y4218 FOR TYPICAL DUCTBANK SECTIONS/ SIZES.
5.COORDINATE DUCTBANK LOCATION WITH SIGNAL FOUNDATION
PLAN.
6.DUCTBANK TO RUN BETWEEN OCS FOUNDATION AND EDGE OF
TRACK SLAB AND ONLY COME INTO THE CENTER FOR MANHOLE
PLACEMENT.
7.CONDUIT BETWEEN JUNCTION BOX AND DETECTION LOOP TO BE
DIRECT BURIED. CONDUIT CONNECTION TO BE COMPLETED
AFTER EMBEDDED TRACKS INSTALLED.
8.NOT USED.
9.CONDUIT INTERCONNECTION BETWEEN TRAFFIC CONTROLLER
AND PULL BOXES SHALL BE PROVIDED ON TRAFFIC PLANS.
10.TRACK CIRCUIT IS LOCATED IN COMMUNICATION PULL BOX.
CONDUIT BETWEEN PULL BOX AND SIGNAL DEVICES TO BE DIRECT
BURIED. CONTRACTOR SHALL COMPLETE CONDUIT CONNECTION
TO SIGNAL TRACK CONNECTION BOX/DEVICE IN COORDINATION
WITH THE CONTRACTOR'S SIGNAL DESIGN AND SIGNAL DESIGNER.
11.TRAIN DETECTION CIRCUIT TRAFFIC CONTROLLER IS INSTALLED
INTO COMMUNICATION PULL BOX. CONDUIT CONNECTION TO
LOOP TO BE COMPLETED AFTER EMBEDDED TRACK INSTALLED.
12.SIGNAL CONDUIT ROUTED THROUGH UTA COMMUNICATION PULL
BOX.
13.CONDUIT INTERCONNECTION BETWEEN PCC AND PULL BOXES
SHALL BE PROVIDED ON STATION PLANS.
14.THE DUCTBANK IS RUN UNDER THE TRACK AND OVER THE
EXISTING DRAINAGE CANAL AT STATIONING 212+00. THE MINIMUM
DEPTH OF THE DUCTBANK IS 18" BELOW TOP OF SLAB.
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
DUCTBANK (TYP.)
SIGNAL HOUSE
PULL BOX 214+82
TRAIN DETECTION
PULL BOX 214+75.18
SIGNAL/SWITCH
PULL BOX 212+87
SIGNAL
WB TRACK CL
EB TRACK CL
PULL BOX 214+82
SIGNAL
161721
1414
PULL BOX 214+81
COMMUNICATIONS
14
14
14 14
16
21
17 14
14 14
16
21
21
7
7
PULL BOX 214+00
TRAIN DETECTION
7
PULL BOX 213+31
TRAIN DETECTION
PULL BOX 215+75
TRAIN DETECTION
7
7
MA
T
C
H
L
I
N
E
:
S
T
A
2
1
2
+
0
0
SE
E
D
W
G
S
L
-
C
-
Y
-
1
-
2
3
6
147 7 14
OCS POLE (TYP.)
FUTURE MAINLINE
DUCTBANK AND
SIGNAL CONDUIT
PULL BOX 212+96
PULL BOX 214+82
14
PCC
ENCLOSURE
8
7
8
7 7
14 14
14
14 14
16
21
17
16 17 21
20 20 20 20 20 20
NOTES:
1-1/2" PVC CONDUIT
FOR POWER CABLE
FROM EXISTING TCB
TO UTA BEACON
1-1/2" PVC CONDUIT FOR
POWER CABLE FROM
EXISTING TCB TO UTA BEACON 5" SIGNAL MAST
PULL BOX NEAR BASE OF 5" SIGNAL MAST
JUNCTION BOX FOR SWITCH HEATER HEATING ELEMENT CONNECTIONS
JUNCTION BOX FOR SWITCH MACHINE CABLE CONNECTIONS
TRACK CONNECTION BOX
EMBEDDED WHEEL SENSOR BOX
PULL BOX 212+95.63
SWITCH/HEATER
PULL BOX FOR CONTROL SELECTOR AND ROUTE SELECTOR
14
17
1721 14
14
14
14
16 17
17
17
14
14
S240
L
C240
L
202+00
203+00
204+00
205+0
0
206+
0
0
207
+
0
0
203+00
204+00
205+0
0
206+
0
0
207
+
0
0
PO
B
=
W
B
2
0
2
+
9
2
.
1
7
TS
=
W
B
2
0
3
+
1
3
.
0
5
ST
=
W
B
2
0
7
+
2
4
.
3
6
CS
=
W
B
2
0
6
+
9
3
.
3
6
SC
=
W
B
2
0
3
+
4
4
.
0
5
BE
G
I
N
B
O
L
L
A
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D
S
WB
2
0
3
+
7
2
.
3
8
TS
=
E
B
2
0
3
+
1
3
.
7
6
ST
=
E
B
2
0
7
+
1
5
.
1
8
CS
=
E
B
2
0
6
+
8
4
.
1
8
SC
=
E
B
2
0
3
+
4
4
.
7
6
PO
B
=
E
B
2
0
2
+
9
2
.
8
8
EB
T
R
A
C
K
L
U
B
R
I
C
A
T
O
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2
0
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+
7
5
.
0
0
S
M
C
C
L
E
L
L
A
N
D
S
T
R
E
E
T
SUGARMONT DRIVE
SIMP
S
O
N
A
V
E
SIM
P
S
O
N
A
V
E
SUGARMONT DRIVE
M
TCB
SL-C-Y-1-238.dwg
Y1238
ELECTRICAL PLAN
STA 201+00 TO STA 207+00
A.JAIN
A.JAIN
D.DUZAN
Y.LIU
SCALE OF DWG
01-16-26
UTILITY SERVICE NOTES:NOTES:TRENCH NOTES:
HORIZ SCALE IN FEET
0 10 20510
(1" = 10')
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-1-238.dwg
24-03849
Sheet No.
1/
6
/
2
0
2
6
c:
\
u
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r
s
\
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w
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\
d
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\
a
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d
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w
i
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\
5
4
9
7
1
-
s
l
i
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d
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t
r
a
c
k
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p
r
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c
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f
i
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e
s
\
4
0
d
e
s
i
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\
2
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c
\
c
a
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\
s
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3
8
.
d
w
g
S-LINE EXTENSION PROJECT
MA
T
C
H
L
I
N
E
:
S
T
A
2
0
7
+
0
0
SE
E
D
W
G
S
L
-
C
-
Y
-
1
-
2
3
6
1.ONE (1) 3" PVC CONDUIT PROVIDED BY CONTRACTOR. RMP
SHALL INSTALL CONDUCTORS.
2.CONTRACTOR SHALL EXTEND AND/OR MODIFY EXISTING
ELECTRICAL SERVICE AS REQUIRED FOR THE RELOCATION OF
EXISTING EQUIPMENT. ALL WORK SHALL BE PER ALL NEC
CODES.
3.REFER TO TRAFFIC PLANS SHEET SL-C-T-1-1201 FOR DETAILS.
4.SALT LAKE CITY WILL OWN DUCTBANK AND CONDUITS UPON
COMPLETION
1.CONTRACTOR TO PROVIDE ELEMENTS (CONCRETE PADS,
CONDUIT, ETC.) REQUIRED TO MAKE CONNECTION TO RMP.
ASSUMED TO BE LOCATED WITHIN 100' OF SERVICE PEDESTAL.
CONTRACTOR SHALL COORDINATE WITH RMP.
2.CONTRACTOR INSTALLS RISER AND CONDUITS FROM RMP
POLE TO IDENTIFED LOCATIONS.
3.CONTRACTOR EXCAVATES AS NEEDED FOR GROUND SLEEVE
AND SPLICE CABINET INSTALLATION.
4.RMP FURNISHES AND INSTALLS GROUND SLEEVE AND SPLICE
CABINET. 10' OF CLEARANCE IS REQUIRED IN FRONT OF
GROUND SLEEVE.
5.CONTRACTOR INSTALLS CONDUITS TO TRANSFORMER
LOCATION.
6.RMP FURNISHES AND INSTALLS TRANSFORMER.
CONTRACTOR INSTALLS CONDUIT TO METERED LOCATIONS.
7.RMP INSTALLS CONDUCTORS AND MAKES CONNECTIONS TO
LINE SIDE OF METER.
1.TRENCH BACKFILL SHALL BE PER SPECIFICATION 02221 AND
APWA PLAN NO. 381, UNLESS OTHERWISE NOTED.
2.PIPE ZONE CONSIDERED TO EXTEND 12" ABOVE CONDUITS.
SAND FILL SHALL EXTEND 12" ABOVE CONDUITS.
3.NATIVE COMPACTABLE BACKFILL OR 3/4" MINUS BASE ROCK.
PEA GRAVEL SHALL NOT BE PLACED IN ANY PART OF THE
TRENCH.
4.WHERE SUBJECT TO VEHICULAR TRAFFIC 8" MINIMUM 3/4"
MINUS ROAD BASE SHALL BE USED. WHERE NOT SUBJECT TO
VEHICULAR TRAFFIC 4" MINIMUM 3/4" MINUS ROAD BASE
SHALL BE USED.
5.COMPACT ALL BACKFILL TO A MODIFIED PROCTOR DENSITY
OF 95 PERCENT OR GREATER.
6.CONTRACTOR SHALL PROVIDE DEEPER TRENCH AS
NECESSARY TO CROSS EXISTING LATERALS. ALTERNATIVELY,
CONTRACTOR MAY LOOP WATER SERVICE PER APWA PLAN
NO. 542.
7.TOP OF THE SAND FILL SHALL BE 5' MINIMUM BELOW TOP OF
RAIL AT ALL TRACK CROSSINGS.
10"
10"
10"
10"
0
0
10"
10"
10"
10"3"10"
10"
ST
A
.
2
0
7
+
8
6
ST
A
.
2
0
8
+
8
7
L
ST
A
.
2
0
9
+
5
7
ST
A
.
2
0
9
+
8
4
ST
A
.
2
1
0
+
3
2
ST
A
.
2
1
1
+
7
0
ST
A
.
2
0
9
+
8
8
10"
10"
ST
A
.
2
0
8
+
9
0
ST
A
.
2
1
1
+
9
9
13deg
13deg
13deg
ST
A
.
2
1
0
+
3
3
ST
A
.
2
1
1
+
7
0
93
104
18
38
44
48 138
39
MSO
-
3
.
6
"
MSO
-
1
.
6
"
MSO
-
1
.
9
"
MSO
-
2
.
3
"
MSO
-
2
.
3
"
MSO-6.0"
MSO-2.0"
3"
MSO-3"
MSO-3"MSO-3.4"
MSO-3.4"
12degS250
L
L
L
C250
207
+
0
0
208
+
0
0
209+00
210+00 211+00 212+00
207
+
0
0
208
+
0
0
209
+
0
0
210+00 211+00
212+00
WB
T
R
A
C
K
L
U
B
R
I
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A
T
O
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WB
2
0
7
+
2
5
.
0
0
TS
=
W
B
2
0
8
+
6
5
.
3
3
ST
=
W
B
2
0
7
+
2
4
.
3
6
ST
=
W
B
2
1
0
+
2
6
.
3
4
CS
=
W
B
2
0
6
+
9
3
.
3
6
CS
=
W
B
2
0
9
+
9
5
.
3
4
SC
=
W
B
2
0
8
+
9
6
.
3
3
END
B
O
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A
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D
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BEG
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0
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A
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2
0
9
+
5
6
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0
1
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=
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2
1
1
+
9
4
.
2
4
TS
=
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B
2
0
8
+
5
3
.
9
9
ST
=
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B
2
0
7
+
1
5
.
1
8
ST
=
E
B
2
1
0
+
2
4
.
9
4
CS
=
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B
2
0
6
+
8
4
.
1
8
CS
=
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B
2
0
9
+
9
3
.
9
4
SC
=
E
B
2
0
8
+
8
4
.
9
9
EB
T
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A
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K
L
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C
A
T
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20
8
+
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5
.
0
0
WB
T
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B
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A
T
O
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WB
2
1
0
+
2
9
.
0
0
BE
G
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S
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A
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D
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S
E
2
0
9
+
1
4
.
6
5
SIM
P
S
O
N
A
V
E
SIMPSON AVE
HIG
H
L
A
N
D
D
R
I
V
E
S
1
1
0
0
E
A
S
T
S
T
R
E
E
T
M
TC
B
TCB
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-1-239.dwg
24-03849
Sheet No.
1/
9
/
2
0
2
6
c:
\
u
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5
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1
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a
c
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\
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4
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n
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2
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\
c
a
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s
\
s
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-
c
-
y
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1
-
2
3
9
.
d
w
g
S-LINE EXTENSION PROJECT
SL-C-Y-1-239.dwg
Y1239
ELECTRICAL PLAN
STA 207+00 TO STA 212+00
A.JAIN
A.JAIN
D.DUZAN
Y.LIU
SCALE OF DWG
01-16-26
UTILITY SERVICE NOTES:NOTES :TRENCH NOTES:
HORIZ SCALE IN FEET
0 10 20510
(1" = 10')
MA
T
C
H
L
I
N
E
:
S
T
A
2
0
7
+
0
0
SEE
D
W
G
S
L
-
C
-
Y
-
1
-
2
3
5
MA
T
C
H
L
I
N
E
:
S
T
A
2
1
2
+
0
0
SE
E
D
W
G
S
L
-
C
-
Y
-
1
-
2
3
7
1.ONE (1) 4" PVC CONDUIT PROVIDED BY CONTRACTOR. RMP
SHALL INSTALL CONDUCTORS.
2.REFER TO TRAFFIC PLANS SHEETS SL-C-T-1-1202 AND
SL-C-T-1-1203 FOR DETAILS.
3.REFER TO DRAWING Y1241 FOR RMP UTILITY RELOCATED
RACEWAY DESIGN FOR DUCTBANK AND CONDUIT ROUTING
DETAIL.
1.CONTRACTOR TO PROVIDE ELEMENTS (CONCRETE PADS,
CONDUIT, ETC.) REQUIRED TO MAKE CONNECTION TO RMP.
ASSUMED TO BE LOCATED WITHIN 100' OF SERVICE PEDESTAL.
CONTRACTOR SHALL COORDINATE WITH RMP.
2.CONTRACTOR INSTALLS RISER AND CONDUITS FROM RMP
POLE TO IDENTIFED LOCATIONS.
3.CONTRACTOR EXCAVATES AS NEEDED FOR GROUND SLEEVE
AND SPLICE CABINET INSTALLATION.
4.RMP FURNISHES AND INSTALLS GROUND SLEEVE AND SPLICE
CABINET. 10' OF CLEARANCE IS REQUIRED IN FRONT OF
GROUND SLEEVE.
5.CONTRACTOR INSTALLS CONDUITS TO TRANSFORMER
LOCATION.
6.RMP FURNISHES AND INSTALLS TRANSFORMER.
7.CONTRACTOR INSTALLS CONDUIT TO METERED LOCATIONS.
8.RMP INSTALLS CONDUCTORS AND MAKES CONNECTIONS TO
LINE SIDE OF METER.
1.TRENCH BACKFILL SHALL BE PER SPECIFICATION 02221 AND
APWA PLAN NO. 381, UNLESS OTHERWISE NOTED.
2. PIPE ZONE CONSIDERED TO EXTEND 12" ABOVE CONDUITS.
SAND FILL SHALL EXTEND 12" ABOVE CONDUITS.
3.NATIVE COMPACTABLE BACKFILL OR 3/4" MINUS BASE ROCK.
PEA GRAVEL SHALL NOT BE PLACED IN ANY PART OF THE
TRENCH.
4.WHERE SUBJECT TO VEHICULAR TRAFFIC 8" MINIMUM 3/4"
MINUS ROAD BASE SHALL BE USED. WHERE NOT SUBJECT TO
VEHICULAR TRAFFIC 4" MINIMUM 3/4" MINUS ROAD BASE SHALL
BE USED.
5.COMPACT ALL BACKFILL TO A MODIFIED PROCTOR DENSITY
OF 95 PERCENT OR GREATER.
6.CONTRACTOR SHALL PROVIDE DEEPER TRENCH AS
NECESSARY TO CROSS EXISTING LATERALS. ALTERNATIVELY,
CONTRACTOR MAY LOOP WATER SERVICE PER APWA PLAN
NO. 542.
7.TOP OF THE SAND FILL SHALL BE 5' MINIMUM BELOW TOP OF
RAIL AT ALL TRACK CROSSINGS.
S260
S270
212+00
213+00 214+00 215+00
213+00 214+00 215+00
BE
G
I
N
P
L
A
T
F
O
R
M
WB
2
1
5
+
0
5
.
1
8
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D
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5
+
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5
.
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=
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1
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D
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7
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6
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=
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1
2
+
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9
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=
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=
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2
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+
7
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2
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+
8
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+
6
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+
8
8
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+
7
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2
1
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6
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1
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D
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2
1
4
+
6
1
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1
1
HIG
H
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MM
3"
10"
10"10"
10"
10"
ST
A
.
2
1
3
+
1
6
ST
A
.
2
1
4
+
5
6
ST
A
.
2
1
5
+
2
1
ST
A
.
2
1
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+
8
2
ST
A
.
2
1
3
+
1
7
13deg 12deg
ST
A
.
2
1
2
+
8
9
ST
A
.
2
1
2
+
3
8
ST
A
.
2
1
5
+
2
1
146
28
39 45
137
142
0"
10"
10"
10"
0
6"
212+81.65, 9.00' RT
10"
ST
5
ST
6
1139
1919
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-1-240.dwg
24-03849
Sheet No.
1/
9
/
2
0
2
6
c:
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S-LINE EXTENSION PROJECT
SL-C-Y-1-240.dwg
Y1240
ELECTRICAL PLAN
WB STA 212+00 TO WB STA 215+85.29
A.JAIN
A.JAIN
D.DUZAN
Y.LIU
1"=20'
01-16-26
UTILITY SERVICE NOTES:NOTES :TRENCH NOTES:
20 40
HORIZ SCALE IN FEET
01020
(1" = 20')
MA
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1.ONE (1) 4" PVC CONDUIT PROVIDED BY CONTRACTOR. RMP
SHALL INSTALL CONDUCTORS.
2.FOUR (4) 4" PVC CONDUIT FOR PCC PROVIDED BY
CONTRACTOR. RMP SHALL PROVIDE CONDUCTORS.
3.TWO (2) 4" PVC CONDUIT PROVIDED BY CONTRACTOR. RMP
SHALL INSTALL CONDUCTORS.
4.A 480V TO 120/240V SINGLE PHASE TRANSFORMER IS
PROVIDED AND INSTALLED BY RMP TO SUPPLY POWER TO
SIGNAL HOUSE.
1.CONTRACTOR TO PROVIDE ELEMENTS (CONCRETE PADS,
CONDUIT, ETC.) REQUIRED TO MAKE CONNECTION TO RMP.
ASSUMED TO BE LOCATED WITHIN 100' OF SERVICE PEDESTAL.
CONTRACTOR SHALL COORDINATE WITH RMP.
2.CONTRACTOR INSTALLS RISER AND CONDUITS FROM RMP
POLE TO IDENTIFED LOCATIONS.
3. CONTRACTOR EXCAVATES AS NEEDED FOR GROUND SLEEVE
AND SPLICE CABINET INSTALLATION.
4.RMP FURNISHES AND INSTALLS GROUND SLEEVE AND SPLICE
CABINET. 10' OF CLEARANCE IS REQUIRED IN FRONT OF
GROUND SLEEVE.
5.CONTRACTOR INSTALLS CONDUITS TO TRANSFORMER
LOCATION.
6.NOT USED
7.CONTRACTOR INSTALLS CONDUIT TO METERED LOCATIONS.
8.RMP INSTALLS CONDUCTORS AND MAKES CONNECTIONS TO
LINE SIDE OF METER.
1.TRENCH BACKFILL SHALL BE PER SPECIFICATION 02221 AND
APWA PLAN NO. 381, UNLESS OTHERWISE NOTED.
2.PIPE ZONE CONSIDERED TO EXTEND 12" ABOVE CONDUITS.
SAND FILL SHALL EXTEND 12" ABOVE CONDUITS.
3.NATIVE COMPACTABLE BACKFILL OR 3/4" MINUS BASE ROCK.
PEA GRAVEL SHALL NOT BE PLACED IN ANY PART OF THE
TRENCH.
4.WHERE SUBJECT TO VEHICULAR TRAFFIC 8" MINIMUM 3/4"
MINUS ROAD BASE SHALL BE USED. WHERE NOT SUBJECT TO
VEHICULAR TRAFFIC 4" MINIMUM 3/4" MINUS ROAD BASE
SHALL BE USED.
5.COMPACT ALL BACKFILL TO A MODIFIED PROCTOR DENSITY
OF 95 PERCENT OR GREATER.
6.CONTRACTOR SHALL PROVIDE DEEPER TRENCH AS
NECESSARY TO CROSS EXISTING LATERALS. ALTERNATIVELY,
CONTRACTOR MAY LOOP WATER SERVICE PER APWA PLAN
NO. 542.
7.TOP OF THE SAND FILL SHALL BE 5' MINIMUM BELOW TOP OF
RAIL AT ALL TRACK CROSSINGS.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-3-215.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-3-215.dwg
Y3215
SYSTEMWIDE ELECTRICAL
PULLBOXES DETAILS AND SCHEDULE
A.JAIN
A.JAIN
D.DUZAN
Y.LIU
AS SHOWN
01-16-26
NOTES:
1.STEEL REINFORCING MUST MEET OR EXCEED
MANUFACTURER'S RECOMMENDATIONS.
2.TOP OF PULL BOXES SHALL BE FLUSH WITH SURROUNDING
GRADE OR TOP OF ADJACENT CURB, EXCEPT THAT IN
UNPAVED AREAS WHERE PULL BOX IS NOT IMMEDIATELY
ADJACENT TO AND PROTECTED BY A CONCRETE
FOUNDATION, POLE OR OTHER PROTECTIVE CONSTRUCTION,
THE BOX SHALL BE PLACED WITH ITS TOP MIN. 1.5 INCHES
ABOVE SURROUNDING GRADE. WHERE PRACTICABLE, PULL
BOXES SHOWN IN THE VICINITY OF CURBS SHALL BE PLACED
ADJACENT TO THE BACK OF CURB.
3.THE OUTSIDE EDGE OF PULL BOXES AND COVERS FOR TYPES
"AA" AND "BB" SHALL HAVE A MINIMUM RADIUS OF 4 INCH.
4.THE DEPTH OF THE PULL BOX IN SIDEWALK AREA, SHALL BE
ADJUSTED SO THAT THE TOP OF THE BOX IS FLUSH WITH THE
TOP OF SIDEWALK.
5.PULL BOX SHALL NOT BE WITHIN THE BOUNDARIES OF NEW
OR EXISTING WHEELCHAIR RAMPS.
6.ALL CONDUITS AND CABLES SHALL BE LABELED AS SPECIFIED
IN THE CONTRACT SPECIFICATIONS.
7.ALL CONDUITS SHALL BE SEALED AS SPECIFIED IN THE
CONTRACT SPECIFICATIONS.
8.ALL PULL BOXES THAT ARE BEING INSTALLED FOR THE UTA
SHALL READ "UTA ELECTRICAL", "UTA TELEPHONE". "UTA
COMMUNICATION", OR ANY OTHER APPROPRIATE LABEL THAT
IS APPROVED BY THE UTA ENGINEER.
9.PULL BOXES THAT ARE BEING INSTALLED FOR AN AUTHORITY
OTHER THAN UTA, SHALL MEET THE REQUIREMENTS OF THAT
AUTHORITY.
10.EXTENSIONS MAY BE USED PER MANUFACTURER'S
GUIDELINES.
11.KNOCK-OUT AREA AROUND CONDUIT SHALL BE GROUTED
WITH NON-SHRINK GROUT PER CONTRACT SPECIFICATIONS.
12.CONDUITS SHALL SLOPE DOWN TOWARDS THE PULL BOX SO
AS TO ALLOW THE CONDUITS TO DRAIN INTO THE PULL BOX.
13.PULL BOXES SHALL BE VEHICULAR TRAFFIC RATED BASED ON
ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR
UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES".
14.WHERE CONDUITS ARE TO REMAIN EMPTY, CONTRACTOR
SHALL MANDREL THE CONDUITS PER NEMA TCB 2-2000 AND
INSTALL A PULL STRING. IMMEDIATELY FOLLOWING, THE
CONTRACTOR SHALL INSTALL AND TIGHTEN DOWN THE PULL
BOX COVERS. CONTRACTOR SHALL NOTIFY THE ENGINEER
48 HRS PRIOR TO MANDRELING.
15.INSTALL PERMEABLE MATERIAL UNDER PULL BOXES
CONSISTING OF CRUSHED STONE 12" MINIMUM IN DEPTH AND
6" MINIMUM IN WIDTH, FREE FROM ORGANIC MATERIAL. CLAY
BALLS, OR OTHER DELETERIOUS MATERIAL.
16.CONTRACTOR MAY USE A TRAFFIC RATED PULL BOX IN LIEU
OF CAST-IN-PLACE CONCRETE.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-3-216.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-3-216.dwg
Y3216
SYSTEMWIDE RACEWAY
DETAILS AND SCHEDULE
A.JAIN
A.JAIN
D.DUZAN
Y.LIU
AS SHOWN
01-16-26
3'-0"
FINISHED GRADE
COMPACTED
BACKFILL
FINISHED GRADE FINISHED GRADE FINISHED GRADE FINISHED GRADE
COMPACTED
BACKFILL
COMPACTED
BACKFILL
COMPACTED
BACKFILL
COMPACTED
BACKFILL
1"
2
3'-0"3'-0"3'-0"3'-0"
1
3"3"
2"2"
1"
21
3"
2"
2"
3"
1"
211
1"
211
4-1 1
2" CONDUITS 4-1 1
2" CONDUITS
1-2" CONDUIT
4-1 1
2" CONDUITS
1-3" CONDUIT
4-1 1
2" CONDUITS
1-2" CONDUIT
1-3" CONDUIT
4-1 1
2" CONDUITS
2-2" CONDUIT
5-3" CONDUIT
6-2" CONDUITS4-1 1
2" CONDUITS
2-3" CONDUIT
4-1 1
2" CONDUITS
2-2" CONDUIT
1-3" CONDUIT
4-1 1
2" CONDUITS
2-2" CONDUIT
2-3" CONDUIT
3"3"
3"
3"
2"2"
2"
1" 1"
22
1"
22
1"
21 1"
21
1"
211
1"
21'-3
1"
211
3"2"2"
1"
21 1"
21
1"
22 3"
3"
2"
3"
1"
23
1"
21'-4
3"2"2"
1"
21 1"
21
3"
3"
1"
23
1"
22 1"
21
3"
1"
23
1"
21'-4
1"
21'-1
1"
22'-6
1"
21'-2 1"
21
3"
1"
23
3"
1"
23
2"2"
1"
21 1"
21
3" 1"
22 1"
23 1"
23 1"
23
1"
21 1"
21 1"
21
COMPACTED
BACKFILL
COMPACTED
BACKFILL
COMPACTED
BACKFILL
COMPACTED
BACKFILL
COMPACTED
BACKFILL
FINISHED GRADE FINISHED GRADE
FINISHED GRADE FINISHED GRADE FINISHED GRADE
1"
21'-2
3"2"2"
1"
21 1"
21
3"
1"
23
2"2"
1"
21 1"
21
3"2 3
1"
21
1"
2
1"
2 3"
3" 1"
22
1"
21
3"
1"
23
2"2"
1"
21 1"
21
3"2 3
1"
21
1"
2
1"
2 3"
1"
21'-4 1"
21'-8 1"
21'-8
1"
21'-8
1"
21'-4
2"2"
1"
21
3" 1"
23 1"
23
1"
21 1"
21
3"
3"
1"
22 1"
21
3"
1"
23
3" 1"
22 1"
22 1"
22 3"
3"
3"
1"
22
1"
22
1"
21 1"
21
1"
21
3"
3'-0"3'-0"
3'-0"3'-0"3'-0"
1"
23
1"
23
1"
23
3"
1"
21 1"
21'-0
3"
1"
21
1"
23
1"
23
3"
1"
21 1"
21'-0
3"
1"
21'-2
4-1 1
2" CONDUITS
1-2" CONDUIT
2-3" CONDUIT
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-4-217.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-4-217.dwg
Y4217
SYSTEMWIDE ELECTRICAL
RACEWAY SECTIONS
SHEET-1
A.JAIN
A.JAIN
D.DUZAN
Y.LIU
AS SHOWN
01-16-26
FINISHED GRADE FINISHED GRADE FINISHED GRADE
FINISHED GRADE
FINISHED GRADE
FINISHED GRADE
FINISHED GRADE
COMPACTED
BACKFILL
COMPACTED
BACKFILL
COMPACTED
BACKFILL
COMPACTED
BACKFILL
COMPACTED
BACKFILL
COMPACTED
BACKFILL
COMPACTED
BACKFILL
3'-0"
3'-0"3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3" 1"
22 1"
22
1"
21
3"
3"
3"
1"
22 1"
28
1"
21'-0
2-2" CONDUIT
1"
21'-0
1"
21'-0
3" 1"
22 1"
22
1"
21
3"
1"
21
1"
22
3"
1"
22
3"
4-2" CONDUIT
1"
21'-0
3" 1"
22 1"
22
1"
21
1"
22 3"
1"
21'-4
3"
3"
3"3" 1"
23
1"
21
1"
23
1"
23
1"
21'-2
1"
29
2-3" CONDUIT
3"
1"
23
1"
23
1"
23
1"
21
1"
21 1"
21'-2
1"
21'-1
2-3" CONDUIT
1-2" CONDUIT
1"
21 1"
21 1"
21
1"
21
3"
3"
3"
3"3"
3"
3"
1"
24 1"
24 1"
24
1"
24
1"
24
1"
21'-4
1"
22'-4
1"
21 1"
21 1"
21 1"
21 1"
21 1"
21 1"
21
3"3"
3"
3"
1"
23 1"
23 1"
23 1"
23 1"
23 1"
23 1"
23
1"
23
1"
23
1"
21'-2
1"
23'-8
8-4" CONDUIT 16-3" CONDUIT
5-2" CONDUIT
1"
21
1"
21
1"
22
1"
22
3"
3"
1"
22
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-4-218.dwg
24-03849
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Y-4-218.dwg
Y4218
SYSTEMWIDE ELECTRICAL
RACEWAY SECTIONS
SHEET-2
A.JAIN
A.JAIN
Y.LIU
Y.LIU
AS SHOWN
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Y-7314.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
Y7314
TRACTION POWER SYSTEM
RACEWAY SECTIONS
A.JAIN
A.JAIN
D.Duzan
Y.LU
AS NOTED
01-16-26
1.WHERE CROSSING UNDER TRACK, TOP OF DUCT BANKS SHALL BE
4'-6" MIN BELOW TOP OF PAVED TRACK UNLESS OTHERWISE
INDICATED.
2.TRANSITION FROM PULL BOX ENTRANCE TO NORMAL DEPTH AS
SHOWN ON DUCT BANK SECTIONS SHALL BE MADE WITH LONG
CONDUIT SWEEPS.
3.MINIMUM DIMENSIONS DO NOT APPLY AT CROSSINGS UNDER
UTILITY PIPES.
NOTES:
SIMP
S
O
N
A
V
E
SIM
P
S
O
N
A
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E
SIMPSON AVE
HIG
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1
1
0
0
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SUGARMONT DRIVE
HIG
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A
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D
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I
V
E
Y1241.dwg
Y1241
RMP UTILITY RELOCATION PLAN
D.TREADWELL
X.LIU
Y.LIU
Y.LIU
SCALE OF DWG
01-16-26
GENERAL NOTES:
HORIZ SCALE IN FEET
0 10 20510
(1" = 10')
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
Y1241.dwg
24-03849
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S-LINE EXTENSION PROJECT
1.ITEMS IN BOLD ARE NEW DEVICE, AND ITEMS IN GRAY ARE EXISTING TO
REMAIN.
2.REFER TO SHEET Y1243 FOR DETAILED TRENCH CROSS SECTIONS.
LEGEND
PROPOSED 6" PVC SCHEDULE 40 DIRECTLY BURIED CONDUIT
WITH 3/C#250KCMIL+1/C#250KCMIL
PROPOSED ELECTRICAL PULL BOX
KEY NOTES:
1.RMP SHALL BE RESPONSIBLE FOR PROVIDING INCOMING POWER FEED. NEW
CONDUITS SHALL BE TIED INTO EXISTING 6" CONDUIT.
2.RELATED WIRES SHALL BE REMOVED BY RMP.
3.REFER TO SALT LAKE CITY DEPARTMENT OF PUBLIC UTILITIES - STREET
LIGHTING STANDARDS "STREET LIGHT PULL BOX DETAILS AND STREET LIGHT
LOCATION AND WIRE SPECIFICATIONS" FOR PULL BOX DETAILS.
4.REFER TO SALT LAKE CITY DEPARTMENT OF PUBLIC UTILITIES - STREET
LIGHTING STANDARDS CS4 "STREET LIGHT UTILITY TRENCH SECTION DETAILS"
FOR HIGH VOLTAGE CABLE AND FIBER OPTIC JOINT USE TRENCH DETAIL.
5.NEW FEEDER CABLE FROM RMP SHALL FEED THE EXISTING POWER POLE,
WHICH WILL BE UTILIZED TO FEED THE ADJACENT AREA.
6.EXISTING SERVICE PEDESTAL WILL BE FED BY NEW UNDERGROUND FEEDER
CABLE FROM POWER POLE ACROSS STREET.
7.VAULT SI# 8004414 & SLEEVE #7999125.
8.VAULT SI# 7992596 AT PT 30.
9.CONNECT TO THE EXISTING BOX.
10.ABANDON COMCAST AND MCI/VERIZON IN PLACE
11.THIS CONDUIT RUN NEEDS TO BE PLACED UNDER THE NEW SIDEWALK, A
MINIMUM OF 10 LF FROM PROPOSED OCS POLE FOUNDATIONS.
12.PLACE ALL JUNCTION BOXES, HAND HOLES, AND MANHOLES A MINIMUM OF 10
LF FROM CENTERLINE(S) OF PROPOSED TRACKS.
13.REFER TO SHEET Y1243 FOR DETAILED TRENCH CROSS SECTIONS.
1
2
2
2
3(TYP.)
PROPOSED 4" PVC SCHEDULE 40 CONDUIT FOR FIBER OPTICS
5
6
PROPOSED 2-2" PVC SCHEDULE 40 CONDUIT FOR COMCAST
FIBER OPTICS
2
2
8
7
10
11
9
4
13
13
SIMP
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SUGARMONT DRIVE
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Y1242.dwg
Y1242
STREET LIGHTING PLAN
X.LIU
X.LIU
Y.LIU
Y.LIU
SCALE OF DWG
01-16-26
GENERAL NOTES:
HORIZ SCALE IN FEET
0 10 20510
(1" = 10')
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
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UTAH TRANSIT AUTHORITY
Y1242.dwg
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S-LINE EXTENSION PROJECT
1.ITEMS IN BOLD ARE NEW DEVICE, AND ITEMS IN GRAY ARE EXISTING TO
REMAIN.
2.2/C#10+1/C#10G CIRCUIT WILL BE UTILIZED TO FEED EACH NEW POLE
LIGHTING.
LEGEND
(EX)EXISTING STREET LIGHT
(EX)
(EX)
PROPOSED STREET LIGHT
D1
D1
D1
KEY NOTES:
1.BUILDINGS WILL BE DEMOLISHED.
2.TRAFFIC CONTROL BOX (TCB) WILL BE UTILIZED TO FEED NEW DECORATIVE
STREET LIGHTS.
3.2" PVC CONDUIT DIRECTLY BURIED BELOW THE GROUND. THE CONDUIT SHALL
BE BURIED AT LEAST 24" TO THE TOP OF THE GROUND. REFER TO SALT LAKE
CITY PUBLIC UTILITIES - STREET LIGHTING STANDARDS CS4 FOR DETAILS.
4.PULL BOX SHALL BE PREPARED FOR EACH NEW LIGHTING POLE. REFER TO
SALT LAKE CITY DEPARTMENT OF PUBLIC UTILITIES SHEET CS5 "TERMINAL
POLE DETAILS" FOR DETAILS.
5.NEW PROPOSED POLE LIGHTING CIRCUIT SHALL BE TIED TO THE EXISTING
STREET LIGHT CIRCUIT.
6.STREETLIGHT PER SALT LAKE CITY PUBLIC UTILITIES STREET LIGHTING
STANDARD DRAWING SL-17. CONCRETE OR DIRECT BURY FOUNDATION PER
STANDARD DRAWING CS-3 AND MANUFACTURES RECOMMENDATIONS.
7.EXISTING STREETLIGHT TO BE REMOVED. SEE SHEETS C4001 AND C4002.
8.EXISTING LIGHT TO BE REMOVED.
2
1
1
1 D1
3
3
3
4(TYPICAL)
56WB STA 211+307
7
D1
3
67WB STA 206+23
6WB STA 207+22
6WB STA 207+86
8
7
7
Y1243.dwg
Y1243
TRENCH SECTION
D.TREADWELL
X.LIU
Y.LIU
Y.LIU
SCALE OF DWG
01-16-26
GENERAL NOTES:
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
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UTAH TRANSIT AUTHORITY
Y1243.dwg
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S-LINE EXTENSION PROJECT
1.ALL UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 40
OR EQUIVALENT.
2.REFER TO SHEET Y1241 FOR SITE PLAN.
3.JOINT TRENCH PER RMP UNDERGROUND CONDUIT SYSTEMS
FOR PRIMARY AND SECONDARY CONDUCTORS (REV 11), SEPT.
2021, SECTION 2.3
4.LOCATE JOINT TRENCH 10.5 LF FROM EB CENTERLINE
5.JOINT TRENCH CONCRETE TO BE DYED RED. SEE
SPECIFICATIONS FOR DETAILS.
NOTE:
SOME SYMBOLS/LINES MAY BE SHOWN
ENLARGED FOR CLARITY.
SIGNALS SYMBOLS
BUMPING POST
8x12 SIGNAL HOUSE, 400 AMP SERVICE
WITH LCP-OBSERVER ORIENTATION
8x12 SIGNAL HOUSE, 400 AMP SERVICE
WITHOUT LCP
8X12
400A
8X12
400A
CABLE CONDUCTOR QUANTITY AND SIZE2C#6
COUPLER CASE MOUNTED TO I-BEAM OCS POLE
DUAL CONTROL POWER SWITCH MACHINE
EMBEDDED POWER SWITCH MACHINE
PP
N
POWER SWITCH NORMALLY ALIGNED FOR STRAIGHT ROUTE
PLATFORM PRIORITY SELECTOR
RS ROUTE SELECTOR
TRACK CONNECTION
WHEEL SENSOR FOR AXLE COUNTING SYSTEM
IMPEDANCE BOND
TRAFFIC SIGNAL CONTROLLER
STREETCAR DETECTOR LOOP
LRT BAR SIGNALS MOUNTED SIDE-BY-SIDE ON MAST
IN TRACK/EMBEDDED DUAL CONTROL
POWER SWITCH MACHINE
INSULATED JOINT - TRACK CIRCUIT TO LEFT
INSULATED JOINT - TRACK CIRCUIT TO RIGHT
INSULATED JOINT - TRACK CIRCUIT EACH SIDE
LRT BAR SIGNALS ON MAST
OR
OR AUDIO FREQUENCY TRACK CIRCUIT TRANSMITTER
AUDIO FREQUENCY TRACK CIRCUIT RECEIVER
PED PEDESTRIAN CROSSING BLANK-OUT SIGN WITH BELL
OR
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-0-001.dwg
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GENERAL
S-LINE EXTENSION PROJECT
SL-C-Z-0-001.dwg
Z0001
SIGNALS SYMBOLS
J. MITCHELL
J. MITCHELL
C. ORTEGA
D. NGUYEN
NTS
01-16-26
SIGNALS ABBREVIATIONS
EOP
DISC
GS
AC
CC
CL
RC
RS
SM
SS
SW
SIG
STA
TK
TOR
TPSS
TW
TWPR
TYP
WS
AIR CONDITIONING OR ALTERNATING CURRENT
COUPLER CASE
CENTERLINE
DISCONNECT
END OF PLATFORM
GALVANIZED STEEL
SUBSTATION
SWITCH OR SWITCH MACHINE
SIGNAL
STATION
TRACK
TOP OF RAIL
TRACTION POWER SUBSTATION
WHEEL SENSOR
TYPICAL
TWISTED PAIR
TWISTED
RELAY CASE
ROUTE SELECTOR
SINGLE MODE FIBER OPTIC CABLE
IJ
JB
KHZ
PB
MIN
LRT
LED
OD
NTS
NOM
INSULATED JOINT
JUNCTION BOX
KILOHERTZ
LIGHT EMITTING DIODE
LIGHT RAIL TRANSIT
MINIMUM
NOMINAL
NOT TO SCALE
PUSHBUTTON OR PULL BOX
OUTSIDE DIAMETER
PED PEDESTRIAN
HSE HOUSE
XING CROSSING
WB WESTBOUND
PS
PP PLATFORM PRIORITY
POINT OF SWITCH
POE END OF PROJECT
AFO AUDIO FREQUENCY OVERLAY
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-0-002.dwg
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S-LINE EXTENSION PROJECT
SL-C-Z-0-002.dwg
Z0002
SIGNALS ABBREVIATIONS
J. MITCHELL
J. MITCHELL
C. ORTEGA
D. NGUYEN
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-7-001.dwg
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S-LINE EXTENSION PROJECT
SL-C-Z-7-001.dwg
Z7001
SIGNALS SYSTEM
OVERALL SCHEMATIC
WB STA 196+00 TO WB STA 207+65
C. ORTEGA
C. ORTEGA
J. MITCHELL
D. NGUYEN
NTS
01-16-26
SE
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Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-7-002.dwg
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S-LINE EXTENSION PROJECT
SL-C-Z-7-002.dwg
SE
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1
Z7002
SIGNALS SYSTEM
OVERALL SCHEMATIC
WB STA 207+65 TO WB STA 216+00
C. ORTEGA
C. ORTEGA
J. MITCHELL
D. NGUYEN
NTS
01-16-26
SL-C-Z-7-003.dwg
205+00
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-7-003.dwg
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S-LINE EXTENSION PROJECT
Z7003
EASTBOUND CONTROL LINE PLAN
STA. 186+00 TO STA. 203+00
J. MITCHELL
J. MITCHELL
C. ORTEGA
D. NGUYEN
NTS
01-16-26
-08/17/12 PHASE 1 SUBMITTAL
1 10/12/12 REVISED PER UTA CHECK COMMENTS
REDRAWN SHEET ECLSHZO007.DWG.
REVISION NOTES ARE FROM ORIGINAL DRAWING.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-7-004.dwg
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S-LINE EXTENSION PROJECT
SL-C-Z-7-004.dwg
Z7004
EASTBOUND CONTROL LINE PLAN
STA. 203+00 TO STA. 215+85
J. MITCHELL
J. MITCHELL
C. ORTEGA
D. NGUYEN
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-7-005.dwg
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S-LINE EXTENSION PROJECT
SL-C-Z-7-005.dwg
Z7005
WESTBOUND CONTROL LINE PLAN
STA. 186+00 TO STA. 203+00
J. MITCHELL
J. MITCHELL
C. ORTEGA
D. NGUYEN
NTS
01-16-26
-08/17/12 PHASE 1 SUBMITTAL
1 10/12/12 REVISED PER UTA CHECK COMMENTS
205+00
REDRAWN SHEET WCLSHZO007.DWG.
REVISION NOTES ARE FROM ORIGINAL DRAWING.
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-7-006.dwg
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S-LINE EXTENSION PROJECT
SL-C-Z-7-006.dwg
Z7006
WESTBOUND CONTROL LINE PLAN
STA. 203+00 TO STA. 215+85
J. MITCHELL
J. MITCHELL
C. ORTEGA
D. NGUYEN
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-7-007.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-Z-7-007.dwg
Z7007
SIGNALS
TRACK CIRCUIT ARRANGEMENT
C. ORTEGA
C. ORTEGA
J. MITCHELL
D. NGUYEN
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-7-008.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-Z-7-008.dwg
Z7008
SIGNALS
ROUTE AND ASPECT CHART
BETA INTERLOCKING
C. ORTEGA
C. ORTEGA
J. MITCHELL
D. NGUYEN
NTS
01-16-26
ROUTE SIGNAL REQUESTS PREVENTS AUTO ROUTE APPROACH TRACK DETECTOR TRACK SIGNAL ASPECT LOCKING SWITCHES LOCKED SECTIONAL RELEASE PUSH BUTTON REQUEST REMARKS
18-20 18 20, 22 NO 18AT 1T VERTICAL
BAR APPROACH 1N NO NO MODIFY PROGRAM TO REMOVE
AUTO ROUTING ON THIS ROUTE
18-22 18 20 ,22 YES 18AT 1T, 1AT DIAGONAL RIGHT
BAR APPROACH 1R NO NO AUTO ROUTING THIS ROUTE ONLY
20-18 20 18, 22 NO 20AT 1T VERTICAL
BAR APPROACH 1N NO YES
22-18 22 18, 20 NO 22AT 1AT,1T DIAGONAL RIGHT
BAR APPROACH 1R NO YES ROUTE REQUESTED FROM
LCP OR OCC
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-7-009.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-Z-7-009.dwg
Z7009
SIGNALS
ROUTE AND ASPECT CHART
HIGHLAND DRIVE INTERLOCKING
C. ORTEGA
C. ORTEGA
J. MITCHELL
D. NGUYEN
NTS
01-16-26
ROUTE SIGNAL REQUESTS PREVENTS AUTO ROUTE APPROACH TRACK DETECTOR TRACK SIGNAL ASPECT LOCKING SWITCHES LOCKED SECTIONAL RELEASE PUSH BUTTON REQUEST REMARKS
30-34 30 34 NO 30AT 1BT VERTICAL BAR APPROACH 3N, 1N NO NO
30-36 30 32, 34, 36 NO 30AT 1BT, 1BXT DIAGONAL RIGHT BAR APPROACH 3R, 1N NO NO
32-34 32 30, 34, 36 YES*32AT 1AT, 1BXT DIAGONAL LEFT BAR APPROACH 1R, 3N NO NO ROUTE AUTO-CALLED ONLY WITH
36AT OCCUPIED
32-36 32 36 YES 32AT 1AT VERTICAL BAR APPROACH 1N, 3N NO NO
34-30 34 30 YES 34AT 1BT VERTICAL BAR APPROACH 1N, 3N NO YES
34-32 34 30, 32, 36 NO 34AT 1BT, 1BXT DIAGONAL LEFT BAR APPROACH 1R, 3N NO NO
36-30 36 30, 32, 34 YES 36AT 1AT, 1BXT DIAGONAL RIGHT BAR APPROACH 3R, 1N NO YES
36-32 36 32 NO 36AT 1AT VERTICAL BAR APPROACH 3N, 1N NO NO
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-8-001.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-Z-8-001.dwg
Z8001
SIGNALS TRACK AND CABLE PLAN
1 OF 2
J. MITCHELL
J. MITCHELL
C. ORTEGA
D. NGUYEN
NTS
01-16-26
SE
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Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-8-002.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-Z-8-002.dwg
Z8002
SIGNALS TRACK AND CABLE PLAN
2 OF 2
C. ORTEGA
C. ORTEGA
J. MITCHELL
D. NGUYEN
NTS
01-16-26
SE
E
D
W
G
S
L
-
C
-
Z
-
8
-
0
0
1
REVERSE
(YELLOW)
NORMAL
CANCEL
(NORMALLY OPEN PUSH BUTTONS)
(GREEN)
(RED)
5'
-
0
"
M
I
N
XX
TOP OF RAIL
NOTES:
1.CONTRACTOR TO SUBMIT FOUNDATION DESIGN FOR ENGINEER'S
APPROVAL.
2.6'-6" MINIMUM CLEARANCE BETWEEN CENTERLINE OF TRACK AND SIGNAL
EQUIPMENT ENCLOSURES, SELECTORS OR SIGNALS. UNDER NO
CIRCUMSTANCE SHALL SIGNALING DEVICES INTERFERE WITH VEHICULAR
TRAFFIC.
3.PLATFORM CONTROL SELECTOR AND ROUTE SELECTORS SHALL BE
ENCLOSED WITHIN A WEATHER-TIGHT ENCLOSURE WITH A HINGED AND
LOCKING COVER.
4.SELECTOR NAME PLATES SHALL HAVE 2.5" TALL CHARACTERS.
5.SIGNAL NAME PLATES SHALL MATCH SIZE DESCRIBED IN DRAWING Z3002
NOTE 6.
12"x12" RED LENS
12"x12" YELLOW LENS
JUNCTION BOX
XX
PRE-CAST OR
POURED IN PLACE
FOUNDATION
NOTE 1
#6 INSULATED WIRE
GROUND LEVEL
8' COPPER CLAD
GROUND ROD
PLATFORM
CONTROL
SELECTOR
ROUTE SELECTORS
TOP OF PLATFORM
7'
-
6
"
4'
-
6
"
NOTE 5 (2 PLACES)
NOTE 4
ROUTE SELECTOR
PUSH BUTTON FACEPLACEPLATFORM CONTROL SELECTOR AND ROUTE SELECTOR DETAIL
LRV SIGNAL ON STANDARD SIGNAL POLE
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-3-001.dwg
24-03849
STANDARD DRAWINGS
Sheet No.
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S-LINE EXTENSION PROJECT
SL-C-Z-3-001.dwg
Z3001
SIGNALS WAYSIDE
SIGNALING DETAILS 1 OF 2
J. MITCHELL
J. HOWARD
C. ORTEGA
D. NGUYEN
NTS
01-16-26
7'
-
6
"
T.O.R.
I
I
LRT TRAFFIC SIGNAL HEADS
CATENARY POLES
C TRACKSL
CROSS
STREET
CATENARY POLE
6'-6"6'-6"
JB
VARIES
MIN MIN
JB
h/2
h
POLE
ELEVATION
HOLES TO MOUNT
J. B. OR R. C.
(TYP.)
PLAN VIEW
OR
RC
OR
RC
(WHERE APPLICABLE)
4'
-
6
"
C TRACK C TRACKLL
?
LETTERNUMERAL
6 R
3"±
TYP
4"
5"
TYP
4"
TYP
1. CONTRACTOR SHALL EXTEND COILED CABLE FROM
PULLBOXES ADJACENT TO CATENARY POLES TO THE
LRT TRAFFIC SIGNAL HEAD. CONTRACTOR SHALL
TERMINATE WIRES AT THE DEVICES. NOTIFY CITY
TRAFFIC DEPARTMENT PRIOR TO TERMINATION.
2. BRACKET DETAIL SHALL BE PAINTED THE SAME COLOR
AS THE POLE.
3. LABEL SHALL HAVE 2.5" TALL LETTER AND NUMBERS.
4. RELAY CASE EQUIPMENT AND JUNCTION BOX
TERMINALS SHALL BE ENCLOSED WITHIN A WEATHER
TIGHT ENCLOSURE WITH HINGED AND LOCKING COVERS.
5. FOR JUNCTION BOXES AND RELAY CASES ON
TUBULAR TAPERED POLES SEE MOUNTING BRACKET
DETAIL 2.
6. NUMBER PLATES AND LABELING SHALL HAVE NUMBERS
AND LETTERS THAT ARE 3"x4" AS SHOWN BELOW.
NUMBER FRAME SHALL ALLOW NUMBERS TO BE
INSERTED FROM THE SIDES. LETTERING SHALL BE
BLACK ON A WHITE BACKGROUND.
NOTES:
CLAMPS (TYP.)
G.S. UNISTRUT
(TYP.) (NOTE 5)
CABLE/RELAY
CASES NOTE 3, 4
HOLES TO MOUNT BRACKETS
ON POLE WITH STAINLESS
STEEL CHANNEL WELDMENT
BRACKET
G.S. ALL THREAD
BOLTS WITH G. S.
NUTS & WASHERS
(TYP.)
12" MAX JB &
RC WIDTH
CABLE TO WAYSIDE EQUIPMENT IN
RIGID PVC UNLESS OTHERWISE NOTED
MOUNTING BRACKET FOR
TUBULAR POLES
LRT TRAFFIC SIGNAL HEAD
AT CATENARY POLE
JUNCTION BOX AND POLE MOUNTED RELAY
CASES CLEARANCE DIAGRAM
NTS
LAYOUT
TYPICAL LRT TRAFFIC SIGNAL HEAD MOUNTING BRACKET FOR
SIDE FLANGE POLES
DETAIL 1
DETAIL 2
12" x 12" LED
(TYP)
SCH 80 PVC
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-3-002.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-Z-3-002.dwg
Z3002
SIGNALS WAYSIDE
SIGNALING DETAILS 2 OF 2
J. MITCHELL
J. HOWARD
C. ORTEGA
D. NGUYEN
NTS
01-16-26
SWITCH POINT HEATING LOCATIONS
NOT TO SCALE
A
-
KICK ON CLIP & RAIL SECTION
NOT TO SCALE
1
-
STAINLESS STEEL KICK ON CLIP
NOT TO SCALE
2
-
11
2
.
m
m
143mm"
13
.
4
m
m
166°
115°
73
.
6
m
m
8.8
m
m
GAUGE SIDE OF RAIL
STAINLESS STEEL
KICK ON CLIP
300W WATT PER FOOT
HEATING ELEMENT
STOCK RAIL HEATER
STOCK RAIL HEATER
CRIB HEATERS
ISOMETRIC VIEW
NOT TO SCALE
3
-
300W WATT PER FOOT
HEATING ELEMENT
NOTE 4
HEATER CONTROL PANEL
SWITCH HEATER
JUNCTION BOX
MOVING RAIL HEATERS
NOTES 1, 2
5'-0"
TYPICAL
7'
-
0
"
MI
N
MAIN TRACK CL
NOTE 3
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-3-003.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-Z-3-003.dwg
Z3003
SIGNALS
SWITCH HEATER LAYOUT
J. MITCHELL
J. HOWARD
C. ORTEGA
D. NGUYEN
NTS
01-16-26
1.EACH HEATING ELEMENT TYPICALLY FURNISHED WITH
15 FOOT LONG LEADS, 2C#8, EXANE INSULATION.
VERIFY LEAD CABLE CONSTRUCTION AND LENGTH
WITH MANUFACTURER.
2.PROTECT HEATING ELEMENT LEADS WITH FLEXIBLE
CONDUIT BETWEEN THE JUNCTION BOX AND HEATING
ELEMENT TO PREVENT ABRASION OF LEAD
INSULATION.
3.CABLE SIZE AND LENGTH BETWEEN JUNCTION BOX
AND HEATER CONTROL PANEL TO BE SIZED FOR 3%
MAXIMUM VOLTAGE DROP AT 125% NOMINAL POWER
RATING OF ALL HEATING ELEMENTS CONNECTED TO
THE CABLE. RAIL HEATERS AND CRIB HEATERS ARE
TYPICALLY POWERED THROUGH SEPARATE CABLES.
4.INSTALL ONE KICK ON CLIP BETWEEN EACH TIE OR
RAIL FASTENER.
NOTES:
RAIL
RAIL
1.CABLES SHALL BE CONNECTED TO THE
RAIL THROUGH BOLT STYLE
CONNECTIONS UNLESS OTHERWISE
NOTED.
2.USE CAD WELD CONNECTIONS ON FROG.
2-500 MCM
4-500 MCM
1-500 MCM
2-500 MCM
2-250 MCM - RAIL HEAD WELD
E
DETAIL
TYPICAL POWER BONDING - TURNOUT
MAIN TRACK TO MAIN TRACK
1
-
ALL RAIL JOINTS IN
TURNOUT EXCEPT IJ'S
CONTINUE
WELDED RAIL A E A C2
-
E A C
DETAIL
FROG BONDING
2
-
E A
E
C A E
C E
DETAIL
CROSS BONDING FOR
NON-SIGNALED RAIL
3
-
D
A
B
C
D
E
DETAIL
DIAMOND BONDING
4
-
A A
AE
C
A E
C
A A
AE
C
A E
C
A A
E
E
E
E
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-3-004.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-Z-3-004.dwg
Z3004
SIGNAL TYPICAL BONDING DETAILS
J. MITCHELL
J. HOWARD
C. ORTEGA
D. NGUYEN
NTS
01-16-26
NOTE:
1.PREFERRED DISTANCE FOR WAYSIDE SIGNAL HOUSE IS
25'-0" FROM CENTER LINE OF NEAREST TRACK.
2.HOUSE GROUND CONNECTION TO GROUNDING PLATE AT
EACH CORNER OF HOUSE. GROUNDING PLATE TO BE
BURNDY YGF292N OR EQUIVALENT.
3.#4 AWG (MINIMUM) BARE COPPER GROUND RING THAT
CREATES A CONCRETE-ENCASED GROUNDING ELECTRODE
PER NATIONAL ELECTRICAL CODE (NEC).
WALL ELEVATION "C"
SCALE:NTS
3
-
WALL ELEVATION "A"
SCALE:NTS
2
-
SIGNAL HOUSE TOP VIEW
SCALE:NTS
4
-
WALL ELEVATION "D"
SCALE:NTS
1
-
8'-0"
12
'
-
0
"
SEE NOTE 1
DISC SW.
AC
SERVICE
AIR
CONDITIONER
WALL "A"
WALL "D"
WALL "C"WALL "B"
TYPICAL 8' X 12'
HOUSE
12'-0"
10
'
-
0
"
8'-0"
8'-0"
SLAB FOUNDATION
SLAB FOUNDATION
TOP OF RAIL
2'-0"
SWITCH HEATER CONTROL
#2 BARE COPPER WIRE
NOTE 2
CONNECTION TO GROUND RING
#2 BARE COPPER WIRE
NOTE 2
CONNECTION TO GROUND RINGNOTE 3
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-3-005.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-Z-3-005.dwg
Z3005
SIGNALS
HOUSE INSTALLATION DETAILS
J. MITCHELL
J.HOWARD
C. ORTEGA
D. NGUYEN
NTS
01-16-26
NOTES:
1.NO GROUNDING CONNECTION REQUIRED FOR WHEEL SENSOR
INSTALLATION.
2.PROTECTIVE HOSE PER SIGNAL SYSTEM SPECIFICATION.
2 11
16"
5 1
2"
11
16"
2 3
8"
3 8"
2
38"6
5 8"
RAIL CLAW SK-140-016
SCALE:NTS
2
-
DIRECT FIXATION TRACK
WHEEL SENSOR JUNCTION BOX
SCALE:NTS
1
-
TOP OF JUNCTION BOX
NOT TO EXCEED TOP OF
RAIL
JUNCTION BOX
NOTE 2
1" (1.5" O.D.)
AIR HOSE
SL-C-Z-3-006.dwg
Z3006
SIGNALS
TYPICAL WHEEL
SENSOR INSTALLATION
J. MITCHELL
J. HOWARD
C. ORTEGA
D. NGUYEN
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-3-006.dwg
24-03849
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S-LINE EXTENSION PROJECT
SL-C-Z-3-007.dwg
Z3007
SIGNALS
TYPICAL WHEEL SENSOR
EMBEDDED TRACK INSTALLATION
J. MITCHELL
J. HOWARD
C. ORTEGA
D. NGUYEN
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-3-007.dwg
24-03849
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S-LINE EXTENSION PROJECT
DETAIL
RAIL WITH SENSOR
1
Z3007
SECTION
RAIL WITH SENSOR
2
Z3007
1'-7 1/8"
2 3/8"
11
3
/
4
"
1
1
/
8
"
1
3
/
8
"
2"6 3/8"2"
8
3
/
4
"
6 1/4"
POLYURETHANE
FILLERCABLE TO EVALUATOR
CONCRETE SLAB
FRAUSCHER
TH400 CABLE
CONNECTOR
WHEEL SENSOR
AXLE COUNTER
SENSOR CABLE
11
5
R
E
R
A
I
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B
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D
E
D
IN
C
O
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C
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T
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CONCRETE TRACK
SLAB
1'-5 3/8"3 7/8"
2"
FRAUSCHER TH400
CABLE CONNECTOR
POLYURETHANE
FILLER
CABLE TO
EVALUATOR
WHEEL SENSOR
L TRACKC
RA
I
L
G
A
U
G
E
56
1
/
2
"
L RAILC
2
3
/
8
"
POLYURETHANE
FILLER
CONCRETE SLAB
6 1/4"
AXLE COUNTER
COUNTER CABLE
ALTERNATE INSTALLATION LOCATION
2
Z3007
NTS
TYPICAL RAIL PLAN AT SENSOR
1
Z3007
DRAIN OR CABLE CONDUIT
AS REQUIRED BY DESIGN
(2 PLACES)
SL-C-Z-3-008.dwg
Z3008
SIGNALS
TYPICAL VEHICLE DETECTOR
LOOP INSTALLATION
J. MITCHELL
J. MITCHELL
C. ORTEGA
D. NGUYEN
NTS
01-16-26
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-3-008.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
NTS
VEHICLE DETECTOR LOOP - EMBEDDED TRACK A
-
CONDUIT STUB UP IN ACCESS WELL
NTS
1
-
LOOP WIRES IN EMBEDDED TRACK SAW CUT
NTS
2
-
NOTES:
1.PRIOR TO LOOP INSTALLATION, SUBCONTRACTOR TO COORDINATE WITH
ENGINEER FOR EXACT LOCATION OF LIGHT RAIL DETECTOR LOOP
PLACEMENT.
2.SAW CUT GROOVES TO BE FREE OF DEBRIS AND WATER PRIOR TO WIRE
INSTALLATION AND SEALING.
3.LOOP WIRE 1C#14 XHHW OR AS RECOMMENDED PER VEHICLE LOOP
DETECTOR MANUFACTURER. TWIST WIRES TOGETHER, SIX TWISTS PER
FOOT, BETWEEN CONDUIT STUB-UP AND VEHICLE LOOP DETECTOR.
4.NUMBER OF LOOP WIRE TURNS IN SAW CUT PER VEHICLE LOOP DETECTOR
MANUFACTURER. FIVE LOOPS IS ESTIMATED.
5.FILL SAW CUT GROOVES WITH APPROVED SEALANT.
1
-
2
-
NOTE 3
LOOP WIRES IN SAW CUT
ACCESS WELL SET IN EMBEDDED TRACK CONCRETE
ASPHALT OR APPROVED SEALANT 5" I.D. MINIMUM DIAMETER
ACCESS WELL, PVC PIPE
SCHEDULE 40
30-60 MESH SILICA SAND
DUCT SEAL
2" DIAMETER PVC CONDUIT SCHEDULE 40
TO MOTOR VEHICLE TRAFFIC SIGNAL
CONTROLLER CASE
LOOP SEALANT PER
ROADWAY SPECIFICATIONS
EMBEDDED TRACK CONCRETE
LOOP WIRES. SEE NOTE 4.
1.
5
"
(
A
P
P
R
O
X
.
)
3'-0"
3'
-
0
"
10"
4'-8 1/2"
TRACK CENTERLINE
EMBEDDED TRACK CONCRETE
45 DEGREE ANGLED SAW CUTS
TYPICAL ALL CORNERS
6"
(
A
P
P
R
O
X
.
)
TOP OF EMBEDDED TRACK CONCRETE
EMBEDDED TRACK CONCRETE
11 11
16"
1'-3"
11
11
16
"
1'
-
2
3 4"
1'
-
4
1 6"
2-7/8" X 1 1
4" SLOT 4X
12
'
-
0
"
3'-9"
2'-6 1
2"
JUNCTION
BOX
5" ALUM SIGNAL
SPLIT BASE
10 1
4"
9"
1'
-
5
"
1'
-
2
3 4"
10
"
TOP VIEW SIGNAL BASE
SCALE:NTS
1
-TERMINAL BLOCK VIEW
SCALE:NTS
4
-
PEDESTRIAN CROSSING SIGN
SCALE:NTS
2
-
PEDESTRIAN CROSSING SIGN
SCALE:NTS
3
-
ISOMETRIC VIEW SIGNAL BASE
SCALE:NTS
A
-
BLANK
OUT
SIGN
ELECTRONIC
HIGHWAY
CROSSING BELL
5" DIA ALUM.
MAST
TERMINAL
BLOCK
NOTES:
1.TWO-WAY BLANK OUT SIGN TO DISPLAY MUTCD GRAPHIC W10-7.
2.GRAPHIC TO BE FORMED BY INDIVIDUAL LEDS AND EQUIVALENT TO ORANGE TRAFFIC,
PART NUMBER LSW10-7F, OR APPROVED EQUAL.
3.24" X 24" DISPLAY MOUNTED IN 28" X 28" (OUTSIDE DIMENSIONS) FRAME.
4.ATTACHMENT TO MAST IS SHOWN AS 2" NOMINAL PIPE SIZE WITH STAINLESS STEEL
BAND MOUNT. MOUNTING SYSTEM WILL VARY PER SIGN MANUFACTURER.
APPROXIMATE
SIGN DIMENSIONS
PER NOTE 3
Approved By:REV DATE Description Submitted By:
Designed By:
Drawn By:
Checked By:
Approved By:
CADD Filename:
UTA Contract No.:
Drawing No.:
Submittal Date
Scale:
UTAH TRANSIT AUTHORITY
SL-C-Z-3-009.dwg
24-03849
STANDARD DRAWINGS
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S-LINE EXTENSION PROJECT
SL-C-Z-3-009.dwg
Z3009
SIGNALS
PEDESTRIAN CROSSING BLANK OUT SIGN
J. MITCHELL
J. HOWARD
C. ORTEGA
D. NGUYEN
NTS
01-16-26
S-Line Streetcar Extension Interlocal Agreement Page 16 of 16
EXHIBIT “C” – EMERGENCY CONTACTS
SALT LAKE CITY CORPORATION
CITY ENGINEER
Mark Stephens
Salt Lake City Engineering Division
(801) 535-6355
Mark.Stephens@slc.gov
TRANSPORTATION
Lynn Jacobs
Salt Lake City Transportation Division
(801) 367-3358
Lynn.Jacobs@slcgov.com
DEPARTMENT OF PUBLIC UTILITIES
Salt Lake City Department of Public Utilities Dispatch
801-483-6700
MAINTENANCE OF FACILITIES
Allison Dupler
Urban Services Division Director
(801) 535-6006
allison.dupler@slc.gov
UTA
MAINTENANCE OF
FACILITIES
Guy Miner
(801) 448-2696
gminer@rideuta.com
LIGHT RAIL OPERATIONS
Kayleigh Hammerschmid
(385) 495-0987
kHammerschmid@rideuta.com