HomeMy WebLinkAboutResolution 2016-073 Adopting the 2016 Marana Subdivision Street Standards & 2016 Street DetailsMARANA RESOLUTION NO. 2016-073
RELATING TO DEVELOPMENT DECLARING AS A PUBLIC RECORD FILED WITH
THE TOWN CLERK THE AMENDMENTS ADOPTED BY ORDINANCE NO. 2016.011,
ADOPTING THE 2016 MARANA SUBDIVISION STREET STANDARDS AND THE 2016
MARANA STANDARD DETAILS
BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE TOWN OF
MARANA, ARIZONA, that the 2016 Marana Subdivision Street Standards, a cop of which is
attached to and incorporated in this resolution as Exhibit A, and the 2016 Marana Standard De-
tails, a cop of which is attached to and incorporated in this resolution as Exhibit B and three
copies of each of which are on file in the office of the Town Clerk, are hereb declared to be a
public record and ordered to remain on file with the Town Clerk.
PASSED AND ADOPTED BY THE MAYOR AND COUNCIL OF THE TOWN OF
MARANA, ARIZONA, this 28"' da of June, 2016.
OWN
11
M ARANA' 7
ATTEST: 1-1 if S &A 1.
Jc�Ol C. Boffison, Town Clerk
V
00047115.DOCX 12
Resolution No. 2016-073
7- 7n
Ma ljonea
APPROVL�,D AS TO FORM.
Fr k Cas id Town At tu he
6/22/2016 8:46 AM FCC
lw
I
9 MARANA
IWA IWA 'WeAr
L /?IZON%
"I \)
�
S�3s��v xsxotA S AN� Nxo
SA NtAD P �UW 20
'Oee
.:� N O
;Ooop-- -14� -Mo�
�w N �F �
1 1
9
M ARANA �
LV
�R1zON�
TOWN OF MARANA
11555 West Civic Center Drive
Marana, AZ 85653
(520) 382 -1999 1 maranaaz.gov
TABLE OF CONTENTS
CHAPTER & SECTION
1.0 INTRODUCTION AND PURPOSE ........................ ...............................
1
1.1
Introduction ............................................ ...............................
1
1.2
Purpose .................................................. ...............................
1
1.3
Applicability ........................................... ...............................
2
2.0 FUNCTIONAL CLASSIFICATION AND REGULATIONS ..........................
2
2.1
Functional Classification .............................. ...............................
2
2.2
Incorporated Regulations Adopted by Reference .. ...............................
3
3.0 TRAFFIC STUDIES .......................................... ...............................
3
4.0 STREET LAYOUT AND GEOMETRIC DESIGN ........ ...............................
4
4.1
Street Layout ............................................ ...............................
4
4.2
Cul -de- sacs .............................................. ...............................
5
4.3
Design Speed ............................................ ...............................
6
4.4
Design Vehicle .......................................... ...............................
6
4.5
Horizontal Alignment .................................. ...............................
7
4.6
Vertical Alignment ..................................... ...............................
7
4.7
Intersection Alignments ............................... ...............................
9
4.8
Intersection Sight Distance ........................... ...............................
9
4.9
Driveway Access Requirements ...................... ...............................
10
4.10
Roadway Superelevation ............................... ...............................
11
4.11
Roadway Drainage Crossings ......................... ...............................
11
4.12
Mountainous Terrain ................................... ...............................
11
4.13
Environmentally Sensitive Roadways ............... ...............................
12
4.14
Alternative Access ...................................... ...............................
12
5.0 RIGHT OF WAY ................................................ ............................... 13
6.0 ELEMENTS IN THE CROSS SECTION .................... ...............................
14
6.1
Travel Lanes ............................................. ...............................
14
6.2
Curbing .................................................. ...............................
14
6.3
Sidewalks ................................................ ...............................
14
6.4
Shoulders ................................................ ...............................
15
6.5
Roadside Clear Zone ................................... ...............................
16
6.6
Roadside Vehicle Barriers ............................. ...............................
16
6.7
Pedestrian Barricade Railing .......................... ...............................
16
6.8
Roadside Ditches ....................................... ...............................
16
6.9
Cut and Fill Slopes ..................................... ...............................
16
6.10
Landscaping in the Public Right -of- Way ........... ...............................
17
-i-
7.0 SUPPLEMENTAL ELEMENTS ............................. ............................... 18
7.1 Turning Lanes .......................................... ............................... 18
8.0 UTILITIES ....................................................... ............................... 18
BE
DRAINAGE ..................................................... ............................... .
9.1 Street Drainage ......................................... ............................... .
9.2 Storm Drain Design ..................................... ...............................
9.3 Erosion Control Cut -Off Walls ........................ ...............................
9.4 Curb Openings ......................................... ............................... .
19
19
19
19
20
10.0 PAVEMENT DESIGN ......................................... ............................... 20
11.0 TRAFFIC CONTROL SIGNAGE AND PAVEMENT MARKINGS .................. 22
12.0 NEIGHBORHOOD TRAFFIC MANAGEMENT .......... ............................... 23
13.0 DESIGN EXCEPTIONS ....................................... ............................... 23
14.0 DEFINITIONS ................................................... ............................... 25
15.0 REFERENCES ................................................... ............................... 25
- ii -
1.0 INTRODUCTION & PURPOSE
1.1 Introduction
The majority of these standards were originally prepared by the Pima County Department of
Transportation and Flood Control District ( PCDOT & FCD). They were modified to address the
specific conditions and needs of the Town of Marana, and were first adopted by Mayor and
Council under Marana Ordinance 2004.08 in May of 2004. These standards, as presented in this
manual, represent requirements for the preparation of subdivision plats, development plans,
improvement plans and master planning documents. These standards apply equally to both
public and private local roadways within all subdivisions and land development roadway
construction or reconstruction within the Town of Marana, and are intended to be consistent with
national standards and local policies and procedures. These standards are guidelines, which will
be enforced as written; however, it is recognized that there are situations for which these
standards may not be applicable. In these cases, and in cases of conflict or contradiction, sound
engineering judgment consistent with accepted practice and approved in writing by the Town
Engineer shall be used.
Those portions of these standards prepared by PCDOT & FCD ( "Subdivision Street Standards"
Oct. 1989) have been reproduced herein under permission by Pima County.
1.2 Purpose
These standards are intended to provide for the public health, safety and welfare of the traveling
public. They are minimum standards for local streets which, if not met or exceeded, could create
deficiencies resulting in a threat to public health, safety and welfare, as well as higher user costs
and public losses. They have been adopted to reduce maintenance and liability costs borne by the
residents of Marana.
In order to be responsive to the needs of roadway users within proposed and existing residential
neighborhoods, these street development standards have been established to:
• Provide for streets of suitable location, width, and improvement to safely accommodate
vehicular, cyclist, and pedestrian, traffic;
• Afford satisfactory access to emergency services, sanitation, school bus, street
maintenance, and utility equipment;
• Coordinate street improvements, both public and private, so as to create a convenient
system and avoid undue hardships to adjoining properties;
• Establish safe, effective, efficient, sustainable and attractive multi -modal transportation
systems, which provide linkages and interconnectivity of developments;
• Provide adequate continuity, length, and width for walkways;
• Provide for visual and functional enhancement of streets and walkways through the use
of natural and introduced landscapes;
• Encourage traffic management plans by private developers;
• Design streets to balance traffic between vehicular, cyclist, and pedestrian traffic; and
- -1 --
• Provide a street network design that includes enhanced safety and aesthetic
characteristics and encourages curvilinear streets, streetscaping, and route continuity
between neighborhoods.
1.3 Applicability
These standards are intended to apply to all residential subdivisions in the Town.
2.0 FUNCTIONAL CLASSIFICATION AND INCORPORATED REGULATIONS
2.1 Functional Classification
There are four broad functional classifications of streets as defined by the American Association
of State Highway and Transportation Officials (AASHTO): local, collector, arterial, and freeway
(limited access). This document is limited in concern to the design characteristics of local streets
associated with subdivisions and developments, with particular attention to residential land
development.
1. Local Streets: Local streets serve as access to residences, businesses or other abutting
properties. Local streets are generally two -lane undivided roads with at -grade intersections
and may have frequent driveway access. Local streets are intended and designed to
provide access to abutting residential areas and carry this traffic to collector roadway
systems. The design volume of these streets should be less than 1000 average trips per day
(Average Daily Traffic (ADT)). Local streets must be designed for and posted with a
minimum speed of 25 miles - per -hour (mph). Lower design speeds may be used for
mountainous private roadways (see Chapter 4.12).
2. Commercial and Industrial Subdivision Streets: Commercial and industrial subdivision
streets are to be designed in accordance with the above criteria, with special consideration
of expected wheel loads, vehicle dimensions, and proposed use. Please refer to
AASHTO's " A Policy on the Geometric DesiLnof _H hways and Streets as well as the
project's Traffic Impact Analysis for further design guidelines and data pertinent to these
facilities.
3. Local Collectors: Local collectors are generally limited- access two -lane roadways that are
striped with centerline and multi -use lanes. These streets are intended to serve as the main
access point for a subdivision. The design speed for this type of street should be 35 MPH
(to be posted at 30 MPH). The parking of vehicles and residential driveway access should
be prohibited on these streets at all times.
It is recognized that there are specialized types of developments such as retail, office, industrial,
mobile home parks, recreational, and cluster housing which vary widely in operational
requirements. Design of these projects has been provided for as much as possible within this
document.
- -2 --
2.2 Incorporated Regulations Adopted by Reference
This manual establishes engineering design practices for local roadway construction associated
with land development within the Town of Marana. For items not covered herein, such as
collector and arterial roadway designs, the engineer shall design in accordance with the latest
Town of Marana Typical Roadway sections.
The following adopted standards, ordinances, or policies are also applicable and should be
referred to by the design engineer as appropriate:
1. Marana Land Development Code;
2. Town of Marana Master Transportation Plan;
3. Town of Marana General Plan;
4. Adopted Area, Community, Neighborhood and Specific plans;
5. Conditions of zoning and rezoning;
6. Conditions of adopted Development Agreements;
7. Marana Standard Details; and
8. All reference materials as listed in Section 15- references
3.0 TRAFFIC STUDIES
Functional classification, roadway ADT, determination of number of lanes, design speed,
required off -site improvements and design level of service shall be determined at the time of
preliminary plat or development plan review, or master development plan preparation, as
applicable (or rezoning if feasible) by the design engineer subject to approval by the Town of
Marana. All projects that generate peak -hour trips of at least 100 vehicles are required to
perform a Traffic Impact Study as a condition of development plan, preliminary plat, or
rezoning. For developments producing less than 100 vehicular trips during the peak hour, the
Traffic Engineering Manager will determine whether a Traffic Impact Study or Statement will be
required. This study or statement must be signed and sealed by an engineer licensed to practice
in the State of Arizona, and must include, at a minimum, peak -hour traffic generation figures.
For the preparation of traffic impact study or statement, the guidelines contained within the
Town of Marana's Procedures for Preparation of Transportation Impact Studies shall be
followed.
1. For local streets, in the absence of more detailed information, ADT may be estimated from
the number of units and the land use according to ITE's Trip Generation Manual.
2. The potential for cut - through traffic using neighborhood streets shall be addressed. Cut-
through traffic is defined as traffic that uses a residential street (or a route consisting of
more than one street) solely for the purpose of connecting between two major (arterial or
collector) streets. If it is expected that the volume of cut - through traffic may be significant,
consideration shall be given to the use of traffic calming measures on the potentially
impacted street(s). See the section in Chapter 12.0, herein, on traffic calming devices.
--3 --
The increase of proposed traffic through existing neighborhoods shall be addressed. In
such cases, the new traffic forecasts are to be considered as "cut- through" traffic and the
impacts on existing roadways examined. Appropriate traffic calming devices and
techniques shall be identified and implemented upon approval of the Town Engineer.
3. Non - residential ADT may be estimated using ITE's Trip Generation Handbook.
4. Traffic demand forecasts must be made, including a summary of existing traffic plus
approved, not -yet built development traffic, and proposed project traffic.
5. Any project proposal, which would degrade an existing roadway below a Level of Service
(LOS) D, must mitigate to maintain a minimum LOS D.
6. A LOS of D or better shall be maintained on all off -site roadways and intersections that fall
within the development's area of significant traffic impact (as designated by the Town and
as depicted in the Traffic Impact Study prepared for the development). Improvements are
required if the roadway segment or the intersection will operate below LOS D due to traffic
generated by the development. Such improvements shall upgrade the LOS to D or better.
4.0 STREET LAYOUT & GEOMETRIC DESIGN
All subdivision and development related street designs shall conform to this document. Where
not provided for herein, design engineers shall refer to those supplementary standards listed in
Chapter 2.2.
4.1 Street Layout
1. All rights -of -way and street sections shall be designed and constructed to the full
dimensions as shown in the Town of Marana Standard Details.
2. Where partial streets exist adjacent to the tract being developed, the remaining right -of-
way must be dedicated and improvements must be made to the street as required by the
Town Engineer.
3. Proposed developments shall provide for the continuation of Town of Marana Major
Routes (as depicted in the circulation element of the Town's General Plan), existing
arterials and collector street rights) -of -way where appropriate.
4. The local street system shall be arranged to encourage traffic connectivity within the
development and region. Circuitous through routings are to be encouraged.
5. Residential lots are not allowed to have direct access to collector and arterial streets.
a. If frontage roads are used to provide access, they shall be designed such that
improper intersections with streets do not occur. Frontage roads, by their nature,
- -4 --
intersect with entrance drives at close distances. However, they shall not intersect
with new or existing streets at points less than that specified by Town Code (see off
street parking requirements in the Marana Land Development Code).
b. Frontage roads shall have adequate turn - around areas for the design vehicle at
roadway termini.
6. The proposed development shall provide streets in conformance with the Town of
Marana Major Routes Plan (as depicted in the circulation element of the Town's General
Plan), all existing specific plans, residential design guidelines, and other plans that are
approved and adopted by the Town Council.
7. Stub streets required for future extension shall provide temporary turnaround areas at the
stub end
8. If private streets are used as part of a development, entrances to gated, private streets
shall include a turn - around area entirely contained between the ultimate public right -of-
way and the proposed gate. The turn - around area shall be designed to accommodate a
design vehicle of WB -40 or larger.
9. In order to maintain an 85 th percentile speed of 25-30 MPH, it is recommended that local
street tangents be no longer than 500 feet between speed control points. A speed control
point is defined as a break in continuity (such as a stop- controlled intersection), a
properly designed horizontal curve, or a traffic calming device approved by the Town.
4.2 Cul -de -sacs
Permanent dead -end streets shall be designed with an adequate turnaround area at the roadway
terminus. In accordance with Town standards, the turnaround area may not be required on dead -
end streets less than 150 feet in length if services, such as fire, sanitation, school buses,
maintenance equipment, delivery and repair vehicles, and postal service, can be provided without
the use of the street. Cul -de- sac /dead -end length is measured from the curbline of the last street
intersection to center point of turnaround. Turnarounds may be designed as cul -de -sacs, "T" or
"Y" shaped configurations..
1. The cul -de -sac is preferred at all times for local street turnarounds because of its overall
efficiency and maintainability, as well as for operational considerations pertaining to
certain types of vehicles (e.g., fire trucks &school buses).
The paved turnaround's geometry and rights) -of -way shall conform to the standards set by
the Town's Standard Details.
2. "T" and "Y" shaped turnarounds may be used for dead -end streets which have a projected
ADT of 80 or less. Vertical curb is required in this type of turn - around area and driveways
are not permitted.
- -5 --
3. Improvements to existing dead -end streets on abutting properties may be required during
rezoning or subdivision platting. The purpose of these improvements is to allow proper
through connection of future streets. Through connections may require the developer to
remove abandoned cul -de -sac pavement on the abutting property, and that the full
pavement section be carried to property line.
4. Where temporary turnarounds or cul -de -sacs are designed for a future extension to abutting
properties, a note shall appear on the final plat listing the street name and indicating the
temporary nature of the cul -de -sac condition.
5. Permanent dead -end streets longer than 1200 feet in length shall have turnarounds
throughout the total length so the distance between turnarounds is no greater than 600 feet.
6. Cul -de -sacs may contain landscaping within a center area island if:
a. Vertical curb is used around the entire center landscaped area;
b. The radius of the landscaped center shall conform to the geometric layout as
provided in the standard drawings;
C. The cul -de -sac is large enough to allow passage of the design vehicle without wheel
paths encountering the curb;
d. The cul -de -sac is not proposed to be a future through street;
e. The landscaping does not obstruct sight visibility;
f. The Town of Marana shall not be responsible for maintaining cul -de -sac landscaping
and a note to this effect shall be on the final plat. If landscaping is provided, the
developer or homeowners association shall obtain a license agreement from the
Town prior to the installation of landscaping. Landscaping irrigation runoff shall not
be permitted to drain onto the roadway surface.
g. The entire inside perimeter of the landscaped cul -de -sac shall be protected by a 36"
deep root barrier.
4.3 Design Speed
The minimum design speed for local streets is 25 MPH. The minimum design speed for
collector streets is 35 MPH. Higher design speeds may be warranted for certain roadways, and
lower design speeds may be used for mountainous roadways per Chapter 4.12.
4.4 Design Vehicle
All local streets shall be designed for a WB -40 vehicle as defined by AASHTO or other design
vehicle as approved by the Town Engineer.
Non - residential subdivision streets and parking area access lanes (PAAL) shall be designed for
the largest vehicles (including service and delivery vehicles) anticipated to use the facilities, all
in consultation with the Town Engineer. Delivery and service routes are to be clearly shown on
- -6 --
the development plan and /or preliminary plat, as applicable. A note shall be provided
designating the design vehicle.
4.5 Horizontal Alignment
Minimum horizontal curve design criteria are shown in Table 1.
TABLE 1
Criteria
Local
Residential Collector
Design Speed (mph)
25
35
Minimum Center Line Radius (ft)
(assumes 2% normal crown)
181
480
Minimum Horizontal Stopping Sight
Distance (ft)
150
250
Consideration of driver expectancy and coordinated horizontal and vertical geometry shall occur
in subdivision roadway design.
When two local road tangents are connected by a curve of less than the minimum radius, a
"knuckle" or "eyebrow" intersection shall be constructed as shown in the Town of Marana
Standard Details.
Compound and reverse curves are discouraged for local roads. Where this type of configuration
is absolutely needed, it is recommended that tangents be placed between the curves. Tangents
increase driver comfort, expectancy and safety. Where tangents are used, a minimum tangent
length of 100 feet is required.
4.6 Vertical Alignment
Vertical alignment shall generally conform to the natural topography within the following limits:
TABLE 2
Criteria
Slope
Max. Gradient — Local Driveway
14 % (in R/W)
Max. Gradient — Local Streets
7 % Level, 11 % Rolling
Terrain
Max. Gradient — Collector Streets except Mountainous
8%
Minimum Gradient
0.5%
In mountainous terrain (see Chapter 4.12), local street gradients may be up to 15 percent, upon
approval by the Town Engineer.
1. Normal roadway cross slope shall be minimum two percent for crowned roadways and
minimum one percent for non - crowned roadways.
2. Cross slope for drainage design may be up to four percent, at drainage crossings only.
- -7 --
3. Cul -de -sac cross - slopes shall not exceed eight percent.
4. Inverted crown streets are not acceptable for local streets. Inverted crowns may be used
for Parking Area Access Lanes (PAALs) and alleys. Any inverted crown section with a
longitudinal slope less than one percent requires a four foot wide concrete valley gutter,
per Pima Association of Government standard details.
5. Minimum vertical (stopping) sight distance shall be in accordance with AASHTO's "A
Policy on Geometric Design of Highways and Streets" guidelines, or 150 feet, whichever
is more restrictive. For other design speeds and grade conditions, refer to AASHTO's "A
Policy on the Geometric Design of Highways and Streets ".
6. Landing areas are required for all stopped conditions. The maximum allowable grade for
this landing area (on approaches to unsignalized intersections) is 3% (6% in mountainous
terrain, see Chapter 4.12), and this grade must extend at least 20 feet in each direction
from the outside edge of curb line of the intersecting street.
7. Vertical curves shall be required on local streets where the algebraic difference in grade
exceeds one percent. When the algebraic difference is one percent or less, a grade break
may be used. Use of the AASHTO vertical curve equation is preferred; however, a
simplified method as shown below may be used. Using this method, the minimum
lengths of vertical curves shall be determined by multiplying the algebraic difference in
grades by the appropriate `K' factor in Table 3:
Vertical Curve Criteria (for grades less than 10 percent)
TABLE 3
Design Speed
K Factor Crest Vert.
Curve
K Factor Sag
Vert. Curve
Minimum Length
Curve
25
12
26
75
30
19
37
90
35
29
49
105
All vertical curves shall be symmetrical parabolic curves. The minimum length of a vertical
curve in feet shall be three times the design speed in miles per hour.
When grades are greater than 10 percent, vertical curves shall be lengthened in accordance with
AASHTO's "A Policy on Geometric Design of Highways and Streets" design guidelines, to
account for the increased stopping distance requirements.
4.7 Intersection Alignments
1. The centerlines of intersecting streets shall have an angle of intersection of as close to
90 °as is practical. In no case will the angle of intersection be less than 75' for local
street - collector /arterial intersections and 70° for local street -local street intersections.
2. Right -of -way lines at the corners of street intersections will be rounded with a curve
radius of 25 feet, or greater, as conditions may warrant. The radii must be adjusted at
skew intersections to provide sufficient curvature. In all cases, adequate sight distance
shall be maintained.
3. Intersections of arterial and major collectors shall have a minimum curve radius of 40
feet, except when acceleration /deceleration lanes are required. Where
acceleration /deceleration lanes are used, the curve radius may be reduced to 25 feet on
the acceleration /deceleration lane or as dictated by the turning radius of the design
vehicle not encroaching on the opposing lane. -
4. Uncurbed intersections shall only occur where a new street intersects an existing
uncurbed roadway. Uncurbed intersections shall have concrete headers installed to
protect the pavement edge. A transition to full height curb (if applicable) shall occur
beyond the right of way or clear zone, whichever is greater.
5. Street j ogs with centerline offsets of less than 135 feet shall not be allowed.
4.8 Intersection Sight Distance
Clear lines of sight shall be maintained along all streets and driveways (including PAALs) to
provide for the safety of motorized and non - motorized vehicles and pedestrians. Sight visibility
triangles shall be depicted in accordance with AASHTO criteria or as shown in the Town of
Marana's Standard Details based on the design speed of the through street and the near side and
far side distance requirements from the following table:
TABLE 4
Design Speed of Through
Street (mph)
Near Side Requirement (ft)
Far Side Requirement
(ft)
20
180
140
25
240
190
30
300
240
35
380
300
40
480
370
45
600
470
50
740
580
55
890
690
On streets with one -way traffic and on streets with two -way traffic separated by raised median
islands (i.e. no opening) only the near side sight visibility triangle is required; however, a
- -9 --
pedestrian visibility triangle shall be maintained in place of the far side triangle as shown in the
Town of Marana's Standard Details.
Where streets intersect in a cross configuration, each street is considered the intersecting street
with the other street and shall be considered the through street for purposes of determining sight
lines.
The near side and far side distance requirements of sight triangles along a horizontal curve shall
be measured along the chord of the curve (not along the arc) -Refer to the Town of Marana's
Standard Details. The sight line of the sight triangles shall supersede standard building setback
lines where the sight line requires a greater setback distance. Sight visibility triangles shall be
depicted to scale and in a surveyable manner on all final plats, development plans, plot plans and
landscape plans. The area within the sight visibility triangle must be entirely enclosed by the
right -of -way, easement, or common area.
The following restrictive note pertinent to sight visibility triangles shall be required on plats,
development plans, plot plans and landscape plans.
"No improvements and /or landscape materials measuring vertically between 30 and 72 inches in
height relative to the adjacent roadways that might interfere with sight visibility shall be placed
and /or maintained within the sight visibility triangle."
4.9 Driveway Access Requirements
Driveway entrances are to be designed for the rapid ingress and egress of vehicles from the
traveling roadway.
1. All streets with vertical curbs shall use driveway aprons. Driveway aprons shall be of
portland cement concrete constructed to Town standards with a minimum length running
from curb location to back of sidewalk location.
2. On streets designed with mountable curb, driveways shall abut the back of curb or
sidewalk, and shall not have curve radii, and shall be constructed of Portland cement
concrete or asphalt.
3. Commercial and Industrial driveways will be treated the same as street intersections with
connections to arterials and major collectors with regards to driveway radii in accordance
with section 4.7.3 unless the driveway is located within an auxiliary lane. Depressed
curb driveways without radii may be used for driveways within auxiliary lanes.
4. Depressed curb driveways without radii may be used for service entrances, provided
these entrances are clearly depicted as a "service entrance" on plats and development
plans.
5. Driveways shall not be located where conflicts will be created with drainage facilities,
intersections, deceleration /right -turn lanes, roadway tapers and /or other improvements.
__10__
6. No residential driveways shall encroach into an intersection curb radius where residential
streets intersect.
4.10 Roadway Superelevation
Superelevation is generally not necessary on streets designed for travel speeds of 35 mph or less.
Maximum superelevation shall be four percent and runoff lengths shall be computed in
accordance with AASHTO's "A Policy on Geometric Design of Highways and Streets ".
4.11 Roadway Drainage Crossings
The cross -slope of roadways for drainage purposes shall not exceed four percent, and
comfortable speed as well as design speed must be maintained throughout the cross - slope.
Minimum cross - slopes shall maintain a two foot per second velocity for the 2 -year peak flow, to
reduce potential deposition of material in the roadway.
4.12 Mountainous Terrain
Mountainous terrain is that condition where longitudinal and transverse differentials in ground
elevation with respect to the roadway are such that:
1. Benching, hill -side excavation, or other cuts and fills are needed; or
2. Excessive rights -of -way for either cut and fill slopes (multiple cuts and /or fills exceeding
15 feet of vertical change) or for roadway alignment are required; or
3. Significantly lengthened roadway sections and increases in right -of -way are necessary in
order to obtain acceptable horizontal and vertical alignment; or
4. Terrain with an average cross slope of 15 percent (as defined within the Town of
Marana's Land Development Code) or greater are present.
Roadways above the alluvial fan break of the Tortolita Fan are an example of the mountainous
terrain classification.
For private local streets subject to this section, a design speed lower than 25 mph may be used,
provided emergency services and school vehicles can safely traverse the roadway(s).
With prior written approval by the Town Engineer, the design engineer may utilize four foot
shoulder widths and steeper longitudinal slopes (private streets only). Roadside drainage
provisions shall be incorporated to minimize cross -flows and material deposition within the
travel way. Particular attention shall be given to stopping sight distance and sight visibility
during the roadway and grading design. Positive gradient slopes (those rising above the
roadway) shall not be permitted within sight visibility triangles unless they conform to Chapter
4.8.
- -11 --
4.13 Environmentally Sensitive Roadways [RESERVED]
4.14 Alternative Access
1. Alternative Access requirements
a. Subdivisions of more than 30 and not more than 80 lots shall in addition to the
primary access have either an emergency access drive with a stabilized surface
capable of supporting fire apparatus or another permanent roadway.
i. Portions of a subdivision (such as cul -de -sacs and other no- outlet areas)
must also meet this requirement.
ii. In areas where it is determined by the Town Engineer that the provision of a
secondary access is not practicable based on topography or other access
constraints, the Town Engineer, in conjunction with the Fire Marshall may
allow a single point of access provided that other mitigating requirements
such as intermittent turn - around areas, fire sprinkler protection systems
and /or other similar measures.
b. Subdivisions of more than 80 lots shall have a minimum of two permanent roadway
accesses.
i. In areas where it is determined by the Town Engineer that the provision of a
secondary permanent roadway access is not practicable, the Town Engineer
may allow a single permanent roadway access provided that other mitigating
requirements such as secondary emergency access, intermittent turn - around
areas, fire sprinkler protection systems, and /or other similar measures.
C. Phased subdivisions that will ultimately have a secondary compliant access must
comply with one of the following requirements:
i. At close -out of subdivision permitting and final release of assurances, a
subsequent phase must already be under permit; or
ii. At close -out of subdivision permitting and release of final assurances, a
temporary roadway capable of supporting fire apparatus must be in place.
2. Entry roadway width requirements:
a. Entry roadways with medians are required to have a minimum inside curb -to -curb
entry width of 20 feet.
b. Gated entry roadways are required to have a minimum inside curb -to -curb and /or
open gate width of 20 feet. Gates must be accessible to the satisfaction of the Fire
Marshall.
--12--
3. Any deviations from these requirements will require a design exception in accordance
with Chapter 13.
5.0 RIGHT -OF -WAY
1. Local street rights -of -way shall be in conformance with the cross sections provided
within the Town of Marana's Standard Details. Rights -of -way must be wide enough to
encompass all publicly maintained facilities, clear zones, road side ditches, cut and fill
slopes, and access to maintain such facilities.
2. Where not otherwise required by the Land Development Code, easements may be granted
in lieu of right -of -way for certain cross section elements that are not to be maintained by
the Town of Marana such as utilities, sidewalk /pedestrian /equestrian ways and slopes.
Such easements must specifically grant right of entry to the Town of Marana and the
public. Such right of entry shall include auxiliary areas as necessary to allow
maintenance of facilities and to enable remedy of hazards to the public.
3. Additional rights -of -way may be required by the Town at intersections identified on the
Major Routes Plan (as depicted in the Town's General Plan circulation element) or at
intersections with collectors or arterials where it is deemed necessary to provide
sufficient width for turning lanes, traffic interchanges, clear zones, sight visibility, and
other design and safety considerations.
4. Should alternative sidewalk locations be approved, or if no sidewalk construction is
required, the street(s) shall require a minimum of six feet of right -of -way adjacent to the
back of curb on each side of the street for purposes of pedestrian refuge, meters, street
furniture, public infrastructure, or other such uses (see Chapter 6.3).
5. When it is determined by the Town that, in the public interest or for the health, welfare or
safety of same, access to or from a development or subdivision at a particular location
should be prohibited, a one foot wide no- access easement shall be dedicated to the public.
Physical barriers may also be required.
6. Supplemental right -of -way, common area and /or easements may be required at all
intersections where standard right -of -way widths are unable to completely enclose sight
distance triangles.
7. Where parking is designed to be between the sidewalk /pedestrian way and the garage, it
must be designed to avoid encroachment onto the sidewalk by providing a minimum
distance of 20 feet between sidewalk and garage.
6.0 ELEMENTS IN THE CROSS SECTION
Typical cross sections are shown in the Town of Marana's Standard Details. Selection of the
appropriate cross section is dependent upon the functional classification of the roadway, the
13 --
ADT on the street, and the adjacent land use density. Additional pavement width may be
provided, upon approval or requirement of the Town Engineer.
6.1 Travel Lanes
Specific applications of various lane width requirements are shown in the Town of Marana's
Standard Details. The design engineer shall use these figures as the basis for design
considerations.
6.2 Curbing
1. Curbing shall be required on all public streets as shown in the Town of Marana's
Standard Details. The purpose of curbing shall be to adequately control drainage within
the street, prevent moisture from entering the subgrade, control access to abutting
property, separate the roadway from pedestrian areas, delineate the traveled roadway (in
lieu of edge striping), control dust, and provide adequate lateral support for the pavement
structure.
2. Curbing shall be six inch vertical curb and gutter (PAG standard detail 209 Type 1(G))
on collector and arterial roadway sections. Local streets shall use four inch roll type curb
and gutter (MAG Detail 220 Type C).
3. At local street to local street intersections, the minimum curb radius shall be 25 feet to
face of curb. At local street to collector /arterial intersections, the minimum curb radius
shall be 40 feet. The curb radius of each intersection shall accommodate the design
vehicle, and shall provide a turning diagram with the improvement plans showing that the
design vehicle will not encroach into opposing lanes (included as part of the review
documents or as separate exhibit)
4. Americans with Disabilities Act (ADA) compliant ramps shall be provided at all curb
returns and shall be in accordance with Town of Marana standard details. Detectable
warning surfaces (truncated domes per the Town of Marana standard details) shall be
constructed at all ramps and at all pedestrian refuge areas at raised islands and medians.
6.3 Sidewalks
Sidewalks are required within all public and private roadways as shown on the Town of
Marana's Standard Details
Sidewalks shall be constructed of Portland cement concrete with a minimum width of five feet if
abutting a curb on local streets and a minimum width of four feet when a curbway is used.
Additional sidewalk width may be required for special pedestrian generators, such as schools,
recreation sites, and certain businesses.
1. Sidewalks shall be required along both sides of local streets where the minimum lot size
is less than 16,000 square feet in accordance with the cross - sections in the Town of
M[=
Marana's Standard Details. For subdivisions with a minimum lot size of 16,000 square
feet or greater, sidewalk shall be required on at least one side of the roadway.
2. Sidewalks shall run the entire length of the street unless authorized by the Town
Engineer.
3. Streets may have sidewalks in an alternative location provided it is designed in a manner
and location acceptable to the Town Engineer and the Planning Director.
4. In the event a curbway is used, the minimum width for the curbway is six feet, in
accordance with the cross - sections in the Town of Marana's Standard Details.
5. A 10' public utility, roadway maintenance, and signage easement shall be granted behind
all sidewalks where no curbway is present. At locations where public utility easements
are not required (such as side yards), a five foot roadway maintenance and signage
easement shall be required.
6. In pedestrian areas having curbways, the developer, owner, or private association having
a Recorded License Agreement may allow abutting property owners to place decorative
rock gravel, decomposed granite, ground cover, brick in sand, and /or other similar items
in the curbway, medians, and ground slope areas without a permit from the Town of
Marana. The property owner shall be responsible for the maintenance and replacement of
said items placed within the curbway. Street trees must adhere to AASHTO's "Roadside
Design Guidelines ". Installation of street trees will require an approved Landscape Plan
and License Agreement. All trees within a curbway must comply with section 6.10.f
herein.
7. Neighborhood postal box units (NBU's) shall be designed and located in such a manner
as to not present a hazard to the motoring public, cyclists, or pedestrians.
6.4 Shoulders
Uncurbed roadways in subdivisions are only allowed for temporary access roads. Where
uncurbed roadways are used, the cross -slope of the shoulder shall match the roadway cross -
section. Where infeasible due to topography and roadside drainage considerations, adjustments
to the cross -slope may be made in accordance with AASHTO guidelines upon approval by the
Town Engineer. Refer to AASHTO design guidelines for foreslope and backslope in cut and fill
conditions.
6.5 Roadside Clear Zone
Clear zones shall be provided on all streets and shall be provided in accordance with the
requirements stipulated within AASHTO, "Roadside Design Guide ". Sufficient right -of -way or
easements shall be granted to the Town for all clear zones.
-- 15 --
If it is infeasible to provide this clear zone, a suitable traffic barrier as defined in the AASHTO
publication "Roadside Design Guide ", shall be provided.
6.6 Roadside Vehicle Barriers
Determination of warrants for the installation of roadside vehicle barriers (barriers) shall be in
accordance with AASHTO's "Roadside Design Guide. Barriers shall be installed in accordance
with current ADOT Standard Specifications and Drawings.
Obstructions may also require barriers to provide for motorist safety. Refer to AASHTO's "A
Policy on Geometric Design of Highways and Streets" and "Roadside Design Guide ", for
definitions of obstructions and applications of barriers.
6.7 Pedestrian Barricade Railing
Barricade railing shall be installed for protection of pedestrians whenever slopes are steeper than
three -to -one (3: 1) within three feet of the sidewalk and the embankment height is three feet or
greater. The Town Engineer may determine whether the elevation differences between the
sidewalk and nearby terrain warrant pedestrian barricade railing or if other special circumstances
may also warrant the installation of barricade railing. Barricade railing shall be required on the
sheer /vertical side of all scuppers abutting pedestrian walkway areas where the vertical step is
greater than six inches in vertical distance
6.8 Roadside Ditches
Roadside ditches shall not be constructed within the shoulder area. Ditches constructed within
the clear zone (outside the shoulder) shall be in accordance with AASHTO's "Roadside Design
Guide ", and "A Policy on Geometric Design of Highways and Streets ", in addition to applicable
Chapters herein.
6.9 Cut and Fill Slopes
All cut and fill slopes shall be constructed in accordance with the Marana Land Development
Code Grading Standards and AASHTO, and shall be either revegetated or stabilized as follows:
1. Cut or fill slopes three -to -one (3:1) (horizontal: vertical) or flatter, shall at a minimum, be
revegetated or use other suitable ground cover as determined by the Town Engineer.
2. Cut or fill slopes two -to -one (2:1) or flatter, but steeper than three -to -one (3: 1) shall be
rock rip - rapped with filter fabric installed beneath the rock per PAG Standard
Specifications.
3. Cut or fill slopes steeper than two -to -one (2:1) shall have grouted rip -rap, mechanically
stabilized earth retaining measures, concrete, shot- crete, or retaining walls as appropriate.
4. Alternative methods of stabilization may be allowed if certified by a registered
geotechnical engineer, subject to approval by the Town Engineer.
--16--
5. Terracing may be constructed in accordance with the Marana Land Development Code
Grading Standards.
6.10 Landscaping in the Public Right -of -Way
1. Bufferyards where required by the Marana Land Development Code may be allowed in
public right(s) -of -way. The Town Engineer and Planning Director will consider project
safety, future expansion of the roadway, drainage concerns, adjoining land uses, and
other criteria on a case -by -case basis during the review process. If a landscape
bufferyard is requested within the Town right(s) -of -way, the developer and /or design
engineer shall obtain approval from the Town Engineer prior to design approval and
acceptance. If approved, a landscape bufferyard shall be subject to the following
conditions:
a. Not more than 50 percent of the required bufferyard width may be allowed the
public rights) -of -way, except along major routes having a designated buffer;
b. The location and size of landscape elements shall be in conformance with
standards available from the Town Engineer and Planning Director and are
subject to the Town Engineer's and Planning Director's approval;
C. The installation and maintenance of landscaping in the public right(s) -of -way
shall be accomplished by the developer, owner or private association as agreed to
in the approved, recorded covenants, conditions and restrictions. Assurances and
insurance policies, in a form acceptable to the Town, shall be required for all
landscaping constructed within the public right(s) -of -way;
d. A perpetual License Agreement shall be required for landscaping items within the
public rights) -of -way
e. Turf landscaping shall not be permitted within the right -of -way, nor shall it be
permitted to drain onto pedestrian ways or pavement; and
f. All trees installed within six feet of the edge of a street shoulder or curb shall be
planted with a root barrier /well extending a minimum of three feet below the top
of grade as shown in the Town of Marana standard details.
g. Irrigation lines larger than 3 /4" diameter shall be placed as far as practicable from
the street shoulder or curb. When placed within a curbway, irrigation lines are to
be placed close to the sidewalk. When placed within a median, irrigation lines are
to be placed in the center of the median.
--17--
7.0 SUPPLEMENTAL ELEMENTS
7.1 Turning Lanes
Pavement widening for turning movements onto arterial and collector streets may be required by
the Town Engineer. Turning lanes shall be a minimum of twelve feet in width, but may be wider
as required by the Town Engineer. Pavement tapers required for any roadway improvements,
herein, shall be designed in conformance with Pima County's "Roadway Design Manual ", and as
determined by the Town Engineer.
8.0 UTILITIES
The main lines of electric, gas, water, telephone and communications, sanitary sewer, and
drainage facilities shall be located as shown in the Town of Marana Standard Details. Alternate
locations may be used with the written permission of the affected utility and the Town Engineer.
Utility companies franchised to operate in Town of Marana right(s) -of -way for electric,
telephone, and communications may be permitted under the terms of adopted franchise
agreements. Utility easements are required where applicable and shall allow for public access.
With the exception of minor service extensions to individual parcels, all longitudinal utility
facilities between service points to individual parcels shall be located within street right -of -way.
Strip easements may be provided along streets in lieu of right -of -way for utility purposes, and for
other uses compatible with utility needs (subject to utility company approval). Access between
the street and the private property shall not be denied, unless unsafe conditions will occur.
All sanitary sewer facilities shall be provided in accordance with the current Pima County
Regional Wastewater Reclamation Department's (RWRD) or Marana design standards,
specifications, and details.
All services shall be provided or stubbed out into existing or planned parcels with all new street
construction to avoid the need to remove and replace new pavement within the five year
pavement cut moratorium (Per Town Code 12 -7 -9). Sewer connection stub -outs are to extend a
minimum often feet beyond the rights) -of -way, while other service connection stub -outs are to
extend a minimum of five feet beyond the right -of -way.
Service extensions (sewer and water) shall be backfilled and compacted (within the curbway and
sidewalk area) to a minimum of 95 percent of the maximum density at optimum moisture (per
Arizona Modified Test Method 225a). All utilities are to be installed in accordance with
applicable utility company standards, or the Pima Association of Government's "Standard
Specifications and details for Public Improvements ", whichever is more restrictive. All utilities
installed beneath the pavement or curb and gutter shall be backfilled and compacted to a
minimum of 95 percent of the maximum density at optimum moisture in accordance with the
approved Grading and Paving Plans and Arizona Modified Test Method 225a.
-- 18 --
9.0 DRAINAGE
9.1 Street Drainage
Street drainage shall not exceed 50 cubic feet per second (cfs) from the base flood without
authorization by the Town Engineer and in no case shall street flows exceed 100 cfs at the
confluence point exiting the roadway. The runoff from a 10 -year storm must be contained
between the street curbs. The based flood (100 -year storm) discharge must be contained within
the rights) -of -way.
Outlet structures for private retention /detention facilities, or other private drainage systems, shall
not be permitted to discharge into the public right(s) -of -way without authorization by the Town
Engineer. Should the outlet be allowed, outlet protection and energy dissipation will be required
as directed.
Offsite drainage flows are not allowed to be accepted into and carried by the street drainage
system.
9.2 Storm Drain Design
All catch basins with curb inlets shall have formed concrete gutters. The minimum diameter of a
storm drain is 24" for mains and 18" for laterals connecting a single catch basin.
All storm drain pipes and culverts installed in public rights) -of -way shall be made of reinforced
concrete (pipes and /or boxes).
Longitudinal slotted drain is permitted in conjunction with curb and gutter. Transverse
installation of slotted drain is prohibited.
The energy grade -line of a storm drain shall be below finished grade of the associated roadway
gutterline.
9.3 Erosion Control Cut -off Walls
Required erosion control cut -off wall depths shall be designed one foot deeper than the scour
depth as determined by the use of the approved local scour equations and as required in the
approved Drainage Report. However, in no case shall cut -off walls be less than three feet in
depth. Sliding and overturning moments shall be analyzed for cut -off wall protected dip sections
on all - weather access streets. Cut -off walls shall be placed a minimum of four feet out from the
upstream roadway edge of pavement line, and to the edge of the shoulder downstream. Cut -off
walls shall extend a minimum of five feet beyond each side of the calculated drainage opening
and scour limits parallel to the roadway as determined by the approved local scour equations and
the approved drainage report. The pavement shall be widened to the upstream and downstream
cut -off walls.
__19__
9.4 Curb Openings
Drainage conveyed within the street while being delivered to channels or outlets may be
disposed of through depressed curb openings no greater than ten feet in length unless approved
by the Town Engineer. These openings shall be fitted with outlet aprons. When stormwater
runoff is crossing a pedestrian —way, scuppers shall be used. Should the hydraulic design require
greater conveyance than can be provided by such an opening, some other structure must be used
as approved by the Town Engineer. Roadway curb openings and drainage inlets shall be fitted
with appropriate barricades as necessary, and the pavement -to -inlet grade shall not be less than
two percent.
At locations where runoff leaves the roadway, physical means of earth stabilization or pavement
protection must not interfere with clear zone requirements, and must be traversable by errant
vehicles without risk of damage to those vehicles.
10.0 Pavement Design
1. These pavement design standards apply to all local street improvement projects designed
as a part of development. Each development that involves street construction shall
submit for approval a Pavement Design Report containing the following information for
each street: a tabulation of results of soil subgrade tests; projected ADTs (construction
traffic; equivalent single axle loads (ESAL) used, and construction traffic); structural
numbers (SN); and pavement thickness for each street. A minimum 20 -year pavement
design life is required. The 20 -year design life is to be computed beginning in the build-
out year. The build -out year is defined as that year when all homes /buildings are
projected to be completed within the proposed development. Estimated construction
traffic through build -out must be considered.
2. The following ESALs, based on the 20 -year projected ADT, will be accepted for
pavement design:
TABLE 5
20 -Year ADT
ESAL
<500
4000
500 -1,000
7000
1 -1
10000
1 -2
15000
When the projected 20 -year ADT exceeds 2500, or when the engineer desires to calculate
his /her own ESALs, complete calculations, including a breakdown of the traffic by
vehicle type, shall be included in the Pavement Design Report. The ESAL calculations
shall be based on the 20 -year design period and the following ESAL factors (originally
from City of Tucson pavement active practice guidelines) :
- -20 --
TABLE 6
Vehicle Type
Symbol
ESAL Factor
Passenger Car
P
0.0008
Bus
BUS
3.8580
Single Truck
LT
0.0120
Single Truck (Dual rear or 3 axle)
MT
0.4000
Tractor - Trailer
TS
1.8690
Truck -Tandem Trailer
TT
2.1250
Tractor - Tandem Trailer
TST
2.9880
Refer to "Materials - Preliminary Engineering and Design Manual ", ADOT and, "Guide
for Design of Pavement Structures ", AASHTO for information pertaining to the
requirements herein.
3. Subgrade sampling and testing for roadways shall be accomplished in accordance with
standard ADOT procedures and the results tabulated in the Pavement Design Report.
Soil support values shall be calculated in accordance with ADOT's "Materials —
Preliminary Engineering and Design Manual" and the selection of a design soil support
value shall be fully documented in the Pavement Design Report.
4. Weighted structural numbers shall be calculated using the design soil support value, the
appropriate ESAL, and a regional factor of 1.7. The minimum weighted structural
number is to be 1.75. A minimum terminal serviceability index of 2.0 (ADOT) is
acceptable for design of local streets.
5. Pavement thicknesses shall be calculated in accordance with the design equations in the
ADOT manual. The layer coefficient for asphaltic concrete shall be 0.44. The layer
coefficient for aggregate base course shall be 0.11. Minimum thicknesses are to be as
follows (or greater as determined by pavement design report):
TABLE 7
Roadway Type
AC
ABC
Local
3.0 "PAG2
4.0"
Local Collector
3.0 "PAG2
6.0"
Commercial /Industrial Collector
2.0 "PAG2over 4 "PAG 1
6.0"
6. Sub -base material shall be engineered to the specifications required by Pima County /City
of Tucson "Standard Specifications for Public Improvements " and /or the Pima
Association of Governments Standard Specifications, and should be of significantly
higher quality than native soil. Sub -base may not be used as part of the pavement section
when the subgrade soil has an R -value of 30 or greater. In addition, when sub -base
material is used, the thickness of the sub -base may not be more than one -and -a half (1.5)
times the combined thickness of the asphalt and aggregate base courses. The layer
coefficient for material, which meets minimum Town of Marana standards for subbase, is
0.05. If better quality material is used, a larger layer coefficient may be used in
accordance with the ADOT manual.
- -21 --
7. When existing streets are widened, the new pavement section shall either match the
existing pavement section or meet minimum thicknesses as required in paragraph 5
above, whichever is greater. Upon completion of a pavement widening, the complete
roadway cross section may be required to receive a rubberized stress absorbing
membrane chip seal, asphaltic- concrete overlay, or a combination of treatments thereof,
at the discretion of the Town Engineer, for the entire length of the pavement widening.
Appropriate pavement markings and traffic control signage will be required with the seal
coat /overlay application.
8. When streets are designed which may ultimately connect to future developments,
pavement design shall accommodate future wheel loads, including construction traffic, to
account for use of the roadway as a haul -road.
9. Subsequent to subdivision buildout (but no later than 2 years after paving), the developer
shall perform a pavement surface seal of the subdivision streets and any offsite roads
improved as a part of the subdivision development. Local streets are to be sealed with a
high density mineral bond or approved equal. Roadways that are classified as collectors
and above are to be sealed with Tire Rubber Modified Surface Seal or approved equal.
At the time of subdivision closeout and acceptance of streets, the developer shall either
post an assurance in a form acceptable to the Town or pay an in lieu fee to secure such
work.
11.0 TRAFFIC CONTROL SIGNAGE AND PAVEMENT MARKINGS
1. All traffic control signage and pavement markings within new subdivisions shall be
posted and installed in accordance with the Manual on Uniform Traffic Control Devices
(Latest Edition), Town of Marana standard details and notes, and the latest edition of the
Pima County /City of Tucson's "Pavement Marking Design Manual" and "Signing
Manual" (latest editions) as appropriate and as approved by the Town Engineer. A
signage and /or striping plan shall be submitted as part of any roadway improvement plan.
2. All temporary ends of road shall be posted with post barricades or end of road markers as
approved by the Town Engineer. If grading has occurred in the alignment beyond the
end of road, at least two permanent Type 3 barricades as described within FHWA's
"Manual on Uniform Traffic Control Devices" shall be added to the roadway end, with a
minimum of two Type 4 End of Roadway object markers (OM4 -1). The object markers
shall be mounted on each Type 3 barricade. A warning sign (W14-1) and a specialty
warning sign stating, "Future Roadway Extension" with a minimum size of 24" x 24"
shall be installed at the temporary end of roadway.
3. Upon review of traffic operational conditions and within the one year warranty period,
the Town Engineer may require additional signage or pavement markings by the
developer. Said additions shall be provided at no cost to the Town.
- -22 --
4. All private streets shall be posted "NOT A TOWN MAINTAINED STREET -
PRIVATE" where they intersect public streets unless the private streets are part of a
gated community.
5. Pavement markings shall be extruded or ribbon dispensed thermoplastic paint (pressure
sensitive tape shall be used for legends and arrows) and meet the Pima Association of
Government's "Standard Specifications and details for Public Improvements ". Seal
coated streets with pavement markings are to have two applications, one of temporary
paint, the other of thermoplastic paint.
6. Street name signs shall be diamond grade reflective, shall state the direction of the street,
and shall comply with FHWA's "Manual on Uniform Traffic Control Devices" and Town
standard details.
12.0 NEIGHBORHOOD TRAFFIC MANAGEMENT
Traffic calming measures consist of traffic control devices and physical elements constructed in
the roadway that control access to neighborhoods, change travel patterns or regulate the flow of
traffic through a neighborhood.
The need for traffic calming measures should be considered when addressing the potential for
cut - through traffic in a new subdivision. If it appears that the volume of cut - through traffic may
be significant, The Town should be consulted with prior to designing traffic calming measures
on the impacted streets.
The traffic calming measures can include speed humps, traffic circles, chicanes, oval medians
and other measures as approved by the Town Engineer.
13.0 DESIGN EXCEPTIONS
It is recognized that land is unique, and there may be alternative design solutions to those
mandated by these standards that will satisfy AASHTO, Fire Code, and other standards.
In the event an engineer wishes to employ alternative standards, a design exception report may
be submitted to the Town to substantiate the proposal. As required, the design exception report
must, at a minimum, provide:
• The section of these standards from which relief is desired;
• The supporting standards for the proposed alternative;
• An approval letter from the local fire district;
• Approvals from any affected utilities; and
• Other justification, as deemed appropriate by the Town.
- -23 --
The design exception report must be sealed by an engineer registered in the state of Arizona and
will be reviewed by the Town Engineer in consultation with the Planning Director.
The Town Engineer may grant or deny the design exception. If the applicant wishes to appeal
the decision of the Town Engineer, the decision will be forwarded to the next reasonably
available planning commission meeting. The planning commission will decide whether to
uphold or overturn the Town Engineer's denial of the design exception.
�11
14.0 DEFINITIONS AND ACRONYMS
AASHTO The American Association of State Highway and Transportation Officials.
ADOT: Arizona Department of Transportation
AVERAGE DAILY TRAFFIC (ADT): The volume of traffic on a street on a typical weekday.
ALL - WEATHER ACCESS: Access considered traversable by normal passenger vehicles,
defined as a permanent, durable material with adequate protection against scour and erosion and
having a depth of water no more than 12 inches above the roadway surface during a Base Flood.
Asphalt, Concrete, and traffic rated pavers are considered durable surfaces. All other surfaces
must be approved by the Town Engineer. See also the Floodplain and Erosion Hazard
Management Code, Chapter 17 -15 of the Town Code.
BUILDING SETBACK: The minimum distance from a point on a property line to the closest
point of any building.
CC & Rs: An acronym for Covenants, Conditions and Restrictions.
COLLECTOR STREET: A street designed to distribute traffic between local streets and arterial
streets. See PCDOT's "Roadway Design Manual" for further discussion.
CROWN: A cross -slope of difference in elevation between the high point of a street and the
gutter line, adjacent to the pavement edge, for any given cross section. Crown is normally
expressed as a percentage.
CURB CUT: A depressed segment of a vertical roadway curb.
CURB RETURN: A curved segment of a curb used at each end of an opening in the roadway
curb.
CURBWAY: The area between the back of curb and the roadway edge of the sidewalk.
DESIGN YEAR: The year during which the roadway improvements shall reach life expectancy
with normal maintenance, generally 20 years.
DEVELOPER: The private party in whose interest engineering documents, plats and plans are
submitted for the purposes of review and regulation of private land development in the Town of
Marana.
DRIVEWAY: A point of vehicular access between a street and an abutting property.
ENGINEER: The design engineer or engineer of record.
FHWA: U.S. Department of Transportation, Federal Highway Administration
- -25 --
FIRE APPARATUS ACCESS ROAD: Per the International Fire Code (IFC), a road that
provides fire apparatus access from afire station to a facility, building or portion theNeof. This
is a general term inclusive of all other terms such as fire lane, public street, private street,
parking lot lane and access roadway Per Appendix D of the IFC, the fire apparatus access road
must have an asphalt, concrete or other approved driving surface capable of supporting the
imposed load of fire apparatus weighing at least 75, 000 pounds.. For the purposes of these
street standards, all roadways defined by these standards are considered fire apparatus access
roads.
FRONTAGE ROAD: A local street or road auxiliary, located on the side of a collector or
arterial street, which provides service to abutting property and adjacent areas while controlling
access.
FUNCTIONAL CLASSIFICATION: A way of distinguishing between street types by the
function each serves, such as freeway (limited access), arterial, collector, and local streets.
HOMEOWNERS' ASSOCIATION (HOA): A legal entity established for the purpose of
owning and maintaining commonly held private real property.
INTERIM PAVING: Paving placed to designed grades that can be expanded to a permanent
improvement at a future time.
INVERT: The difference in elevation between the low point of a street and a chord line
connecting the outer edges of pavement or gutter lines.
ITE: Institute of Transportation Engineers
LEVEL OF SERVICE (LOS): A general term describing the operating conditions a driver will
experience while traveling on a particular roadway facility. Where roadway conditions are fixed,
level of service varies primarily with volume.
LOCAL STREET: A street that primarily serves as access to residences or other abutting
properties.
MAJOR ROUTES PLAN: The most recent version of the Plan, as adopted by the Mayor and
Council. As of this printing the major routes plan is contained in the Town's General Plan as its
circulation element.
MINIMUM: The least quantity or amount allowable for a singular design condition, and may not
be an acceptable state in consideration of other aspects of project design.
MUTCD: Federal Highway Administration's "Manual on Uniform Traffic Control Devices"
- -26 --
NO- ACCESS EASEMENT A strip of land across which vehicular traffic is prohibited, except
emergency and utility vehicles. No- access easements, unless specifically overridden by plat
conditions, also prohibit access such as driveways, sidewalks, paths, and gates.
OFF - STREET PARKING Any space provided for vehicular parking not within the street right-
of -way.
ON- STREET PARKING The parking lane adjacent to travel lanes in a traveled roadway.
ONE -WAY STREET A street that has only one legal direction of travel.
PAG: Pima Association of Governments
PC /COT Pima County /City of Tucson
PCDOT Pima County Department of Transportation
TOWN Town of Marana, a political subdivision of the State of Arizona.
TOWN ENGINEER An officer of Town created by the Marana Town Code. The Town
Engineer has the powers and duties set forth by state law as well as town ordinance, resolution,
order or directive. Notwithstanding the above, the Town Engineer has charge of the Town
streets and public works and performs those duties as may be required by law and any other
duties as the Town manager may deem necessary. The Town Engineer may delegate duties to
other responsible staff.
15.0 REFERENCES
1. "A Policy on Geometric Design of Highways and Streets ", American Association of
State Highway and Transportation Officials (AASHTO).
2. "Roadside Design Guide ", AASHTO.
3. "Manual on Uniform Traffic Control Devices ", United States Department of
Transportation, Federal Highways Administration, (FHWA).
4. "Guide for Design of Pavement Structures ", AASHTO.
5. "Guidelines for Geometric Design of Very Low - Volume Local Roads (ADT<400)",
AASHTO.
6. "Highway Capacity Manual ", Transportation Research Board, (TRB).
7. "Trip Generation ", Institute of Transportation Engineers (ITE).
8. "Trip Generation Handbook ", ITE.
9. "Traffic Engineering Manual of Approved Signs ", Arizona Department of Transportation
(ADOT).
10. "Materials - Preliminary Engineering and Design Manual ", ADOT.
11. "Traffic Impact Analysis for Proposed Developments ", ADOT; or as superseded by the
Town of Marana.
12. "Bridge Design and Detailing Manual ", ADOT.
13. "Construction Standards — Construction, Bridge, Signing and Marking ", ADOT.
14. "Construction Standard Drawings ", ADOT.
15. "Signing and Marking Standard Drawings ", ADOT.
16. "Pima County Roadway Design Manual ", and applicable references therein, Pima County
Department of Transportation & Flood Control District, (PCDOT & FCD).
17. "Standard Specifications for Public Improvements ", Pima County /City of Tucson,
(PC /COT).
18. "Standard Details for Public Improvements ", PC /COT.
19. "Pavement Marking Design Manual ", PC /COT.
20. "Traffic Signing Manual ", PC /DOT.
21. "Drainage and Channel Design Standards for Local Drainage for Floodplain
Management within Pima County, Arizona ", PCDOT & FCD.
22. "Stormdrain Design Guidelines and Standard Plans ", Pima County Department of
Transportation (PCDOT) & Pima County Flood Control District (FCD).
23. "Manual of Engineering Standards and Procedures ", Pima County Wastewater
Management Department (PCWMD).
24. "Standard Specifications and Details ", City of Tucson Water Department, (COTWD).
25. "Procedures for Preparation of Transportation Impact Studies ", Town of Marana.
26. The Town of Marana Neighborhood Traffic Management Program Manual (proposed).
27. Marana Standard Details
28. Pima Association of Government's "Standard Specifications and Details for Public
Improvements"
All references refer to the latest edition unless otherwise noted
--28--
Town of Marana
o MARAN 7
a;= Standard Details
SECTION 100 STREETS
100 -1
-1
LOCAL STREET
100 -2
-210
LOCAL STREET MOUNTAINOUS TERRAIN
100 -3
-400
ALLEY
100 -4
-401
NO LONGER USED
100 -5
-408
MINOR COLLECTOR
100 -6
-409
SMALL RURAL SUBDIVISION STREET
110-1
2 -LANE RURAL COLLECTOR
110 -2
-410
2 -LANE URBAN COLLECTOR - MEDIAN
110 -3
2 -LANE URBAN COLLECTOR -CONT. LT TURN LANE
120 -1
-411
4 -LANE COLLECTOR OR ARTERIAL
120 -2
6 -LANE ARTERIAL
170 -1
-412
EYEBROW KNUCKLE
170 -2
EYEBROW CUL -DE -SAC
170 -3
-413
STANDARD CUL -DE -SAC
170 -4
OFFSET CUL -DE -SAC
170 -5
-414
LANDSCAPED CUL -DE -SAC
170 -6
TEMPORARY CUL -DE -SAC
170 -7
-415
TURNAROUNDS
190 -1
LOCAL STREET JOGS
190 -2
-416
LOCAL STREET INTERSECTIONS
190 -3
TYPICAL SIGHT VISIBILITY TRIANGLES
190 -4
-417
TYPICAL EASEMENTS
SECTION
500 UTI LITI ES
500 -1
-701
TYPICAL UTILITY EASEMENTS
SECTION
-702
600 MISCELLANEOUS DETAILS
600 -1
-703
TYPE 1 CURB RAMPS
600 -2
-710
TYPE 2 CURB RAMPS
600 -3
-712
TYPE 3 CURB RAMPS
610 -1
-800
LANDSCAPING PROTECTION
APPROVED FOR DISTRIBUTION:
AUGUST 1, 2016
Keith E. Brann, P.E.,
Town Engineer
SECTION 700 TRAFFIC CONTROL
700
-1
ROUNDABOUT
730
-210
FOUNDATION FOR TYPE IV,V CONTROLLER CABINETS
730
-400
GENERAL TRAFFIC SIGNAL RESPONSIBILITIES
730
-401
GENERAL TRAFFIC SIGNAL NOTES
730
-408
POLE LOADING DETAIL TYPE A POLE
730
-409
POLE AND MAST ARM LOADING DETAIL
TYPE G POLE WITH 2OFT MAST ARM
730
-410
MAST ARM LOADING DETAIL
TYPE K AND R POLE WITH 55FT MAST ARM
730
-411
MAST ARM LOADING DETAIL
TYPE K AND R POLE WITH 50FT MAST ARM
730
-412
MAST ARM LOADING DETAIL
TYPE K AND R POLE WITH 45FT MAST ARM
730
-413
MAST ARM LOADING DETAIL
TYPE J AND Q POLE WITH 40FT MAST ARM
730
-414
MAST ARM LOADING DETAIL
TYPE J AND Q POLE WITH 35FT MAST ARM
730
-415
MAST ARM LOADING DETAIL
TYPE J AND Q POLE WITH 30FT MAST ARM
730
-416
MAST ARM LOADING DETAIL
TYPE J AND Q POLE WITH 25FT MAST ARM
730
-417
MAST ARM LOADING DETAIL
TYPE E AND F POLE WITH 2OFT MAST ARM
730
-701
TYPICAL TRAFFIC SIGNAL CONDUIT SCHEMATIC
730
-702
TYPICAL TRAFFIC SIGNAL CABLE SCHEMATIC
730
-703
TRAFFIC SIGNAL WIRING SCHEMATIC
730
-710
6' X 6' LOOP DETECTOR
730
-712
PRESENCE LOOP DETECTOR
730
-800
STANDARD TRAFFIC SIGNAL PHASING
730
-901
TYPE I AND II MOUNTING ASSEMBLIES
730
-902
TYPE III AND IV MOUNTING ASSEMBLIES
730
-903
TYPE V MOUNTING ASSEMBLY
730
-904
TYPE VI MOUNTING ASSEMBLY
730
-905
TYPE VII MOUNTING ASSEMBLY
730
-906
TYPE VIII MOUNTING ASSEMBLY
730
-907
TYPE IX MOUNTING ASSEMBLY
730
-908
TYPE X MOUNTING ASSEMBLY
730
-1810
UPS AND ELECTRIC SERVICE
730
-1910
PRE - EMPTION MOUNTING DETAIL
730-1911
CAMERA AND MOUNT ASSEMBLY
730
-1912
RECEPTACLE AND WREATH MOUNT
740
-1
WAYFINDING SIGN
3
qk
10' PUBLIC
10' PUBLIC
UTILITY,
UTILITY,
ROADWAY
ROADWAY
MAINTENANCE
MAINTENANCE
& SIGNAGE
& SIGNAGE
EASEMENT
EASEMENT
I
R/W
R/W I
42' R W
I
I
5' 6
10' 10'
6 5 �
1.0'
1.0
PARK
LANE ' LANE
PARK
FIRE APPARATUS
I
I
LANE
_
2' WIDE JOINT
UTILITY TRENCH
y 2.00 Z. u /0
2.00%
I I
I I
6' 10'
I
L ° ° J O 7
W
S
5' SIDEWALK PAG
STD DTL NO. 200 (TYP)
BOTH SIDES
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 1.
2. THE USE OF A NON - CURBWAY SECTION
MAY NOT COMPLY WITH THE RESIDENTIAL
DESIGN GUIDELINES.
3. ROLLED CURB SHALL NOT BE UTILIZED
WITHIN FIRE APPARATUS LANE AREA
4. MAC TYPE C ROLLED CURB SHALL BE
USED ON THE HIGH SIDE OF
SUPERELEVATED SECTIONS
EXPIRES 6/30/2019
APPROVED FOR DISTRIBUTION (ogs siono/ e n9/
`tea
%c r
y 4084
K H
WARD
Keith E. Brann, P.E. BRANNI / / ,I
re D
Town Engineer 9R�Z0NA, v5P
AX
24" ROLL CURB AND GUTTER
MAC STD DTL NO. 220, TYPE D
3• � M
� qX
NOT TO SCALE
5' PUBLIC
5' PUBLIC
U TI LI TY,
U TI LI TY,
ROADWAY
ROADWAY
MAINTENANCE
MAINTENANCE
EASEMENT
EASEMENT
I
I
R/W
R/W
52' R W
0 ,
4
6 6
10
10 6 6
4
01
PARK
LANE
' LANE
PARK
1 I
FIRE
APPARATUS
Mq � I
LANE
I
09-
0
MPS
I
2.00%
2.00%
4' SIDEWALK PCDOT
STD DTL NO. 200 (TYP)
1 1
6'
10'
BOTH SIDES
1 00 1
0
2' WIDE JOINT
S
W
UTILITY TRENCH
1. ROLLED CURB SHALL NOT BE UTILIZED
WITHIN FIRE APPARATUS LANE AREA
2. MAG TYPE C ROLLED CURB SHALL BE
USED ON THE HIGH SIDE OF
SUPERELEVATED SECTIONS
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
5" 5" 5.00" \
clq .5 4" MAX
d- .
6
a. •
1/2" BATTER
OPTIONAL
24"
24" ROLL CURB AND GUTTER
\MAG STD DTL NO. 220, TYPE D,,--'
10' PUBLIC 10' PUBLIC
UTILITY, UTILITY,
ROADWAY ROADWAY
MAINTENANCE MAINTENANCE
& SIGNAGE & SIGNAGE
I EASEMENT EASEMENT
I R/W R W
5
4 ' R W /
I
2' 2'
I I � I I
SHOULDER SHOULDER
10 10
I I
SLOPE ' 2.5' TO 4' -8' LANE LANE 4' -8' 2.5' TO SLOPE
ESMT.* 6.5' ' 6.5' ESMT.*
No
I
t, M.
I
6' 10'
O
24" MOUNTABLE CURB SEE DETAI S W
ON STANDARD 100 -1 * WHERE APPLICABLE
1. THIS DETAIL SUPERSEDES PRIOR SUBDIVISION STREET
STANDARDS DETAIL NUMBER 2.
2. DIVIDED ROADWAYS OR ISLANDS ARE NOT PERMITTED.
SEE CHAPTER 4.12 OF THE SUBDIVISION STREET
STANDARDS MANUAL FOR APPLICATION.
3. 8' SHOULDERS ARE TO BE USED EXCEPT AS NOTED
BELOW AND IN CHAPTER 4.12 OF THE SUBDIVISION
STREET STANDARDS MANUAL.
4. SHOULDER WIDTH MAY BE VARIED BY THE ENGINEER
TO SAVE NATIVE GROWTH. HOWEVER, IT MUST CONFORM
TO CHAPTER 6 OF THE SUBDIVISION STREET STANDARDS
MANUAL.
EXPIRES 6/30/2019 NOT TO SCALE
APPROVED FOR DISTRIBUTION t O wN
C17
ssonal OF STANDARD DETAIL DETAIL NO:
g
c re
y 4084 n o \
KWARD 9 MARANA LOCAL STREET MOUNTAINOUS TERRAIN 100 -2
Keith E. Brann, P.E.,
BRANN , (
S �4ne
Town Engineer
o
�R'zo►vA, v). glPizoN�' DATE: 3/4/2004 REVISED: 8/1 /2016 SHEET 1 OF 1
30' COMMON AREA
MINIMUM
HEADER CURB
STD DTL NO.
BOTH SIDES
PER PAG
213
1. FOR COMMNUNITIES REQUESTING "NEW URBANISM " / "NEO TRADITIONAL" DESIGN
2. ALLEYS ARE NOT TO BE MAINTAINED BY TOWN OF MARANA
APPROVED FOR DISTRIBUTION:
x eL—,
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
VALLEY GUTTER PER PAG
STD DTL NO. 208
REQUIRED WHEN LONGITUDINAL
GRADE LESS THAN 1
NOT TO SCALE
60' R/W
R/W
10' PUBLIC
UTILITY '
I EASMENT 4' 6'
2.5'
2.5'
17'
17'
1 0.5' Do "a Do 04
1
7'
12'
12'
7'
3. 1
1
MULTI
LANE
LANE
MULTI
ti1,q '
USE
USE
2.07
2.0 cv
�••�
.i. : f: r:•+
" All
i'
4' SIDEWALK PAG
goo IN" goo
VARIES,
No
VARIES
STD DTL N0. 200 (TYP)
BOTH SIDES
O
VERTICAL CURB PER PAG
S
W
STD DTL NO. 209 TYPE 1(G)
BOTH SIDES
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
i
R/W
10' PUBLIC
UTILITY _1
6' 4'
EASM EN T 1
0.5' 1
3• � M
I X
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBERS 3 AND 4.
2. NO ON STREET PARKING SUPPORTED.
NOT TO SCALE
DEPRESSED CURB PER PA
STD DTL NO 209
12" WIDE, CURB HEIGHT
MAY BE INCREASED TO 3"
CONCRETE HEADER PER PAG
STD DTL NO 213
MINIMUM 3' DEPTH
DRAINAGE EASEMENT AND RIP RAP AS APPROPRIATE
1. FOR SUBDIVISIONS THAT FALL UNDER SMALL SUBDIVISION OF 10 LOTS OR LESS
2. MINIMUM LOT SIZE IN SUBDIVISION MUST BE 36,000 SF
3. STREET CROSS SLOPE TO ALIGN WITH NATURAL FALL OF LAND
4. ALL WEATHER ACCESS TO BE MAINTAINED
5. SECTION DOES NOT SUPPORT ON STREET PARKING
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
NORMAL STREET SECTION
DIP
CROSSING /DRAINAGE OUTLET
30' COMMON AREA
30' COMMON AREA
MINIMUM
MINIMUM
I
5'
10' 10'
I
5' I
I 5'
10' 10'
I
5'
UTI L.
LAN E
LAN E
UTI L.
UTI L.
LAN E LAN E
UTI L.
CORR.
I
CORR.
I
CORR.
CORR.
I
I
I
I
4,
I
I
4,
1.0
4.0 0%
DEPRESSED CURB PER PA
STD DTL NO 209
12" WIDE, CURB HEIGHT
MAY BE INCREASED TO 3"
CONCRETE HEADER PER PAG
STD DTL NO 213
MINIMUM 3' DEPTH
DRAINAGE EASEMENT AND RIP RAP AS APPROPRIATE
1. FOR SUBDIVISIONS THAT FALL UNDER SMALL SUBDIVISION OF 10 LOTS OR LESS
2. MINIMUM LOT SIZE IN SUBDIVISION MUST BE 36,000 SF
3. STREET CROSS SLOPE TO ALIGN WITH NATURAL FALL OF LAND
4. ALL WEATHER ACCESS TO BE MAINTAINED
5. SECTION DOES NOT SUPPORT ON STREET PARKING
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
90' R/W
MINIMUM
R/W R/W
UTILITY 16' 16' UTILITY
CORRIDOR CORRIDOR
10' 4' 5' 1 1 ' 11 ' 5' 4' 10'
MULTI LANE ' LANE MULTI
USE USE
4.0 2 0� 2.0% 4.0
3• 6 :1 si 6.-1 M PS
M�k 4• MPX 2' THICKENED �1qX 4:1 �•
MPX EDGE
PAVEMENT THICKNESS
PLUS 3 INCHES 8„
4"
1. RIGHT OF WAY WIDTHS FROM THE MAJOR ROUTES RIGHT OF WAY PLAN
SUPERCEDE RIGHT OF WAY WIDTHS SHOWN ON THIS STANDARD
EXPIRES 6/30/2019 NOT TO SCALE
APPROVED FOR DISTRIBUTION ' ullal
fn tO OF STANDARD DETAIL DETAIL NO:
�
%c re
y 4084 n o \
/--, - m K WARD 2 —LANE RURAL COLLECTOR 110-1
Keith E. Brann, P.E.,
BRANN , ( 9 MARANA 7
Town Engineer �
o S�4ne �
�R'ZONA, vs'V glPizoN�' DATE: 2 1 6 2007 REVISED: 8/l/ 2016 SHEET 1 OF 1
90' R/W
MINIMUM
STD DTL NO. 209 TYPE 1
BOTH SIDES
1. RIGHT OF WAY WIDTHS FROM THE MAJOR ROUTES RIGHT OF WAY PLAN
SUPERCEDE RIGHT OF WAY WIDTHS SHOWN ON THIS STANDARD
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
R/W
UTILITY
CORRIDOR
1.5' 5' 6' 2.5'
7
3.1 MUL
ti �
us[
MPS 2 ��
SIDEWALK PER PAG
STD DTL NO. 200 TYP
BOTH SIDES
VERTICAL CURB PER PAG
13' 20'
LANE MEDIAN
1'
2.00%
STD DTL NO. 209 TYPE 1(G)
BOTH SIDES %irnT 1/ - %AI inn nrn MA/�
28' 28'
2.5'.
13' 7'
LANE MULT
USE
1 I 2.00%
R/W
UTI LITY
CORRIDOR
6' 5' 1.5'
� M PS
3'7
UTILITY
i
�
CORRIDOR
2'5
10' 1.5'
MULTI
P y,
USE
SHARED —USE PATH
MAX
ALTERNATE SHARED —USE
PATH
R/W
UTI LITY
CORRIDOR
1 .5' 5' 6' 2.5'
90' R/W
MINIMUM
24' 24
R/W
UTI LITY
CORRIDOR
2_5 1 6' 5' 1.5'
3•�
M
� PX
SIDEWALK PER PAG
STD DTL N0. 200 TYP
BOTH SIDES
VERTICAL CURB PER PAG
7' 12' 14 12' 7'
MULTI LANE CONT. LEFT LANE MULTI
USE TURN LANE USE
2.0% 2.0% 2.07
-- t —.dds—
1 . ..
STD DTL NO. 209 TYPE 1 (G
BOTH SIDES
1. RIGHT OF WAY WIDTHS FROM THE MAJOR ROUTES RIGHT OF WAY PLAN
SUPERCEDE RIGHT OF WAY WIDTHS SHOWN ON THIS STANDARD
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
i
2.0% �3
NOT TO SCALE
110' R/W MINIMUM (COLLECTOR)
150 R/W MINIMUM ARTERIAL
R/W R/W
I _ UTI LITY _, UTI LITY _ I
CORRIDOR
1 .5' 5' 6' r 2.5 30'
I
7' 12'
MULTI LANE
MqX USE
MP S _,; I 1 � � 07 . � • a•M
SIDEWALK PER PAG
STD DTL NO. 200 TYP
VERTICAL CURB PER PAG
STD DTL NO. 209 TYPE 1 (G
BOTH SIDES
12' I 12'
2.5'
13' 24' MEDIAN 13' 12' 7'�
LANE LANE LANE MULTI
USE
:a
mi ll
CORRIDOR
10'
i
MPS
2.0%
SHARED —USE PATH
MEANDERING
VERTICAL CURB PER PAG
STD DTL N0. 209 TYPE 1
BOTH SIDES
1. RIGHT OF WAY WIDTHS FROM THE MAJOR ROUTES RIGHT OF WAY PLAN
SUPERCEDE RIGHT OF WAY WIDTHS SHOWN ON THIS STANDARD
2. ARTERIALS IN URBAN SETTINGS MAY UTILIZE SIDEWALK ON BOTH SIDES
OF ROADWAY
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
110' R/W MINIMUM
R/W R/W
UTILITY UTILITY
CORRIDOR CORRIDOR
1.5' • 5' • 6' 27' 10 10' 27' 2.5'
3•�
SIDEWALK PER PAG
STD DTL NO. 200 (TYP
VERTICAL CURB PER PAG
STD DTL NO. 209 TYPE 1 (G
BOTH SIDES
I
6' 1 1 ' 12' 20' MEDIAN 12' 1 1 6' 10'
MULTI LANE LANE LANE LANE MULTI
USE 1 1 2.0% USE 2.0% �•�
� �
I • fi •a:
SHARED -USE PATH
MEANDERING
VERTICAL CURB PER PAG
STD DTL NO. 209 TYPE 1
BOTH SIDES
1. ENVIRONMENTALLY SENSITIVE DESIGN FOR USE AT TOWN OF MARANA DIRECTION ONLY
2. RIGHT OF WAY WIDTH OF 110 FEET MAY SUPPLANT RIGHT OF WAY WIDTH FROM MAJOR
ROUTES RIGHT OF WAY PLAN (ROADWAY PORTION)
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
150' R/W
MINIMUM
R/W
R/W
UTILITY
UTI LITY
CORRIDOR
CORRIDOR
1 1.5' 5' 6'
2.5 42'
12'
12'
42' 2.5'
10' I
�' 12' 12' 13'
24'
MEDIAN
13'
12' 12' 7'
3.7
.90
MULTI
LANE
LANE
LANE
LANE
LANE
LANE
.90
MULTI
•,� �P
�•
A
USE
1
1
USE
2.0%
T
I
ljR.yi:
SIDEWALK PER PAG
STD DTL NO. 200 (TYP
VERTICAL CURB PER PAG
STD DTL NO. 209 TYPE 1 (G)
BOTH SIDES
SHARED -USE PATH
VERTICAL CURB PER PAG MEANDERING
STD DTL NO. 209 TYPE 1
BOTH SIDES
1. RIGHT OF WAY WIDTHS FROM THE MAJOR ROUTES RIGHT OF WAY PLAN
SUPERCEDE RIGHT OF WAY WIDTHS SHOWN ON THIS STANDARD
2. ARTERIALS IN URBAN SETTINGS MAY UTILIZE SIDEWALK ON BOTH SIDES
OF ROADWAY
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
4
2'
TI NGE 2' ROLLED CURB
NT
o �
C)
SURVEY _ 42'
MONUMENT
60'
1 �
I
RIGHT OF WAY
60 1. THIS DETAIL SUPERSEDES PRIOR
25' R SUBDIVISION STREET STANDARDS DETAIL
60' NUMBER 11B
2. DETAIL IS BASED ON STANDARD STREET
�2\ SECTION 100 -1 AND A 90 INTERSECTION,
MAY NEED TO BE MODIFIED FOR DIFFERENT
�\ I SCENARIOS
3. HANDICAP RAMPS ARE NOT TO BE
INSTALLED AT EYEBROW KNUCKLE
I
EXPIRES 6/30/2019 NOT TO SCALE
APPROVED FOR DISTRIBUTION f 9i tO OF STANDARD DETAIL DETAIL NO:
�
%c re j �\
y 4084 n o \
K WARD v ' e e EYEBROW KNUCKLE 170 -1
Keith E. Brann P.E. BRANN 9 M NA
Town Engineer °s`ge �
�R'ZONPA vsP glPizoN�' DATE: 3/4/2004 REVISED: 8/ 6 SHEET 1 OF 1
almell-mat
42'
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 1 1A
2. DETAIL IS BASED ON STANDARD STREET
SECTION 100 -1 AND A 90° INTERSECTION,
MAY NEED TO BE MODIFIED FOR DIFFERENT
SCENARIOS
3. HANDICAP RAMPS ARE NOT TO BE
INSTALLED AT EYEBROW CUL -DE -SAC
APPROVED FOR DISTRIBUTION:
EXPIRES 6/30/2019
NOT TO SCALE
Keith E. Brann, P.E.,
Town Engineer
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 7
2. DETAIL IS BASED ON STANDARD STREET
SECTION 100 -1, MAY NEED TO BE
MODIFIED FOR DIFFERENT STREET SECTIONS
�o
2' MOUNTABLE CURB
C) — —
SURVEY — — — 42
MONUMENT
RIGHT OF WAY
NO PARKING PARKING ALLOWED
BASED ON SECTION
EXPIRES 6/30/2019 NOT TO SCALE
APPROVED FOR DISTRIBUTION f 9i tO OF STANDARD DETAIL DETAIL NO:
�
%c re
y 4084 n o \
K WARD v ' e e � STANDARD CUL —DE —SAC 170 -3
Keith E. Brann, P.E. BRANN ; 1� 9 M R N
a
Town Engineer �°'Nne
R'zo►vA, �s. IZ' E DATE: 3/ 4/2004 REVISED: 8/ / 2016 SHEET 1 OF 1
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 8
2. DETAIL IS BASED ON STANDARD STREET
SECTION 100 -1, MAY NEED TO BE
MODIFIED FOR DIFFERENT STREET SECTIONS
RIGHT OF WAY
NO PARKING PARKING ALLOWED
BASED ON SECTION
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
42'
NOT TO SCALE
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 9
2. DETAIL IS BASED ON STANDARD STREET
SECTION 100 -1, MAY NEED TO BE
MODIFIED FOR DIFFERENT STREET SECTIONS
3. FOR REMAINING DIMENSIONS REFER TO
DETAIL 170 -3
4. LANDSCAPE MATERIALS MUST BE
SELECTED AND PLACED SO AS NOT TO
INTERFERE WITH DRIVERS' VISIBILITY WITHIN
THE MEDIAN BY TWO HORIZONTAL LINES
LOCATED 30" AND 72" ABOVE FINISHED
GRADE OF THE ROADWAY SURFACE
5. LANDSCAPING /VEGETATION INSTALLED BY
THE DEVELOPER /HOMEOWNER'S ASSOCIATION
SHALL NOT BE MAINTAINED BY THE TOWN
OF MARANA. A LICENSE AGREEMETN MUST
BE EXECUTED AND APPROVED BY THE TOWN I
ENGINEER PRIOR TO CONSTRUCTION.
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
NO PARKING PARKING ALLOWED
BASED ON SECTION
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 7
2. DETAIL IS BASED ON STANDARD
STREET SECTION 100 -1, MAY NEED TO
BE MODIFIED FOR DIFFERENT STREET
SECTIONS
3. ULTIMATE CURB AND STREET
SECTION TO BE CONSTRUCTED.
4. TEMPORARY PAVEMENT TO BE OF
SAME THICKNESS AS PERMANENT
PAVEMENT. TEMPORARY CURB MAY BE
MOUNTABLE CURB OR HEADER CURB.
5. DEAD END STREET SIGNAGE AND
POST BARRICADES PER STREET
STANDARDS TO BE INSTALLED.
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
z
Q o �_
TE Ann onov
I LIVII VIW I
PAVEMENT
EXPIRES 6/30/2019
42'
NOT TO SCALE
Town Engineer
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 12
2. DETAIL IS BASED ON STANDARD STREET
SECTION 100 -1, MAY NEED TO BE
MODIFIED FOR DIFFERENT STREET SECTIONS
CURB TRANSITION �
PAG DETAIL 210 �
Q F /
PAG
TYPE 1 VERT. CURB
DETAIL 209
Q
P �
Gj
P �
�P
"Y" TURNAROUND
EXPIRES 6/30/2019
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
PAG
TYPE 1 VERT. CURB
DETAIL 209
CURB TRANSITION �o�
PAG DETAIL 210
w
Q
w
0
0
co
42' 51 —
SURVEY
MONUMENT
wl
U
0
o �
CD
0
f
130'
"T" TURNAROUND
NOT TO SCALE
1. DETAIL IS BASED ON STANDARD STREET
SECTION 100 -1, MAY NEED TO BE
MODIFIED FOR DIFFERENT STREET SECTIONS
m
m
�m
U �
42' — — — — J �
CURB TRANSITION m J
PAG D ETAI L 210 <
z—
m
2 p 0
F — F ° >
O, O
Lij
U
m �
/yo :2 o
o 1--
m
PAG
TYPE 1 VERT. CURB
DETAIL 209
4.00'
MID -BLOCK TURNAROUND
EXPIRES 6/30/2019 NOT TO SCALE
APPROVED FOR DISTRIBUTION ss�onal C,7 t OF STANDARD DETAIL DETAIL NO:
�
y 4084 n o \
K WARD TURNAROUNDS 170 -7
Keith E. Brann, P.E. BRANN ; 1� 9 M R N
a
Town Engineer �°s`gne
R'ZONA �s. gRIZON�' DATE: 3/4/2004 REVISED: 8/ 6 SHEET 2 OF 2
13 FEET MIN IMUM
STREET CENTERLINE OFFSET
w
z_
U
w
w
cn
I
zl
J I
W
z
w
U
� I \
W
W \
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 5
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
v
Q
70 MIN. FOR LOCAL —LOCAL INTERSECTION
/ 75 MIN. FOR LOCAL— COLLECTOR /ARTERIAL INTERSECTION
90 PREFERRED
CENTERLINE
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS DETAIL
NUMBER 6
EXPIRES 6/30/2019 NOT TO SCALE
APPROVED FOR DISTRIBUTION f 9i tO OF STANDARD DETAIL DETAIL NO:
�
%c re
y 4084 n o \
K WARD v ' e e LOCAL STREET INTERSECTIONS 190 -2
Keith E. Brann, P.E. BRANN ; 1� 9 M R N 7
a
Town Engineer �°s`9ne
R'Z NA, �s. gRIZON�' DATE: 3 4 2004 REVISED: 8/l/2016 SHEET 1 OF 1
- TRAFFIC FLOW
THRU STREET
NEAR SIDE REQUIREMENT FAR SIDE REQUIREMENT
TRAFFIC FLOW � T
Z 115
SIGHT�
MINI\
SETB � i
(NO 30 " -N
- TRAFFIC FLOW
NEAR SIDE REQUIREMENT
ULTIMATE CURB TRAFFIC FLOW 0.
SIGHTLINE AND
MINIMUM BUILDING
SETBACK LINE
STREET, P.A.A.L,
OR DRIVEWAY
(STEM)
- ULTIMATE CURB
STREET, P.A.A.L. OR DRIVEWAY
(STEM)
30' , /- RAISED MEDIAN
1 15
PEDESTRIAN SIGHT TRIANGLE
y (
VIS IBILITY 30'� IN HE
NEAR SIDE REQUIREMENT 30'
ONE WAY
Lu
ULTIMATE CURB ONE WAY
16�
SIGHTLINE AND
MINIMUM BUILDING PEDESTRIAN SIGHT
SETBACK STREET, P.A.A.L, \ � f I VISIBILITY O IN TRIANGLE
HEIGHT)
OR DRIVEWAY
(STEM)
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS
DETAIL NUMBER 13.
NOT TO SCALE
NEAR SIDE SIGHT
i
oo
0o
00 �
VISIBILITY TRIANGLE
�/
i
FAR SIDE SIGHT
EXPIRES 6/30/2019
00
VISIBILITY TRIANGLE
FAR SIDE SIGHT
t - 1 -
STANDARD DETAIL DETAIL NO:
I
b NEAR SIDE SIGHT
VISIBILITY TRIANGLE
i
\ VISIBILITY TRIANGLE
Keith E. Brann, P.E.
BRANN ;
00
---------- -- —
Town Engineer
a
�°s`gIn P
R'z0NA, v)
gRIZON�'
--------
------------------
NEAR SIDE SIGHT
�
� FAR SIDE SIGHT
VISIBILITY TRIANGLE
VISIBILITY TRIANGLE
FAR SIDE SIGHT �
VISIBILITY TRIANGLE
NEAR SIDE SIGHT
00
10
00
i
VISIBILITY TRIANGLE
11
11
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS
i
DETAIL NUMBER 14.
EXPIRES 6/30/2019
NOT TO SCALE
APPROVED FOR DISTRIBUTION
g s sonal
(o fr lyl
t - 1 -
STANDARD DETAIL DETAIL NO:
i c re
y 4084 n
K WARD
o \
TYPICAL SIGHT VISIBILITY TRIANGLES 190 -3
Keith E. Brann, P.E.
BRANN ;
9 7
Town Engineer
a
�°s`gIn P
R'z0NA, v)
gRIZON�'
DATE: 3/4/2004 REVISED: 8/ SHEET 2 OF 3
\ NFgR
lo A40
THRU
\ RE
\ RF
� FME NT
1. THIS DETAIL SUPERSEDES PRIOR
SUBDIVISION STREET STANDARDS
DETAIL NUMBER 15.
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NOT TO SCALE
COMMON AREA
L ------- - - - - --
COMMON AREA
w
I O
\\
- - --
--------- - - - - --
o
I I
I
\
o
I
O
I
(
0
1
1 10' PUBLIC UTILITY, ROADWAY MAINTENANCE, AND SIGNAGE EASEMENT
2 5' PUBLIC UTILITY, ROADWAY MAINTENANCE,
AND SIGNAGE EASEMENT
3 1' NO ACCESS
EASEMENT
\
4 10' PUBLIC UTILITY EASEMENT
I� 30
I -
- --
- - - - -
--
I I
z
zz
n
I
I
>
0
m
II
I
m
I
j
I
I
I
j ~0
4
— — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — —
RESIDENTIAL COLLECTOR
— — — — — '
— — — — — — J L — — — — — — — — — — — — — — — — — — — — — — -
COLLECTOR OR ARTERIAL ROADWAY
EXPIRES 6/30/2019
NOT TO SCALE
APPROVED FOR DISTRIBUTION
� s s�onal
(o C
tO OF
STANDARD
DETAIL
DETAIL NO:
%c re
y 4084 n
K WARD
o \
TYPICAL STREET
EASEMENTS
190 -4
Keith E. Brann, P.E.
BRANN ;
9 7
Town Engineer
a
�°Sign P
R'zONA, �s.
gRIZON�'
DATE:
8/l/2016
REVISED:
SHEET 1 OF 1
Town of I larana Utility Easement Requirements
1 Easements shall be exclusive Town of Marano wet utility easement
with maximum ' encroachment by a PIKE. � W w � w
}
I
2 Easement wrdth shall be increased b far every water line i
buried below the minimum as required by the May 2009 or subsequent
version o f the Town of Marano Utility Department G eneral Dotes and
Standard Details.
3 Easement width shall be increased by 1 0' for every additional
variety of wet utility (potable water, non potable water, sewer). For
example, the easement width shall be increased to 35' if two types of
wet utilities ar located with the easement, and t o ' if a ll three
types of wet utilities are located within the easement.
Easement width shall increase by ' where the easement overlops C RW R -
vertical drop of 3 or more feet where the slope is greater than 3:
horizontal to vertical. The easement width shall increase by 10' if the
slope exceeds 2:1 horizontal to vertical.
The maximum wet utility easement, including increases for depth,
PIKE encroachment, additional wet utilities and slope, shall not be'
greater than 50 '.
Wet utility line shall be a rninirnum of ' from the edge of the
easement. A
Wet utility line shall be set back an additional ' from the edge of
the easement for every ' in depth the line is buried below the
minimum depth.
A 15' x 15' easement area outside of the norrnal easement width
shall be provided for all fire hydrants.
15 x 15 easement area outside of the normal ecsement width
shall be provided for all meters, valves and fire line stub outs.
10 where Terrain and/or Geology warrant an exception to these
standards, a waiver may be granted by the Town Engineer or his
designee in which all off the following apply
a A showing of good and sufficient cause
b A determination that failure to grant the waiver would result in
exceptional hardship to the development-
c) The waiver is determined to be the minimum relief necessary.
d Other mitigating design elements are utilized such as ductile iron
pipe with restrained joints or other im provements as directed b y
the utilities engineer.
Cost shall not be a determining factor in the granting of waivers.
APPRQ FOR DISTRIBUTION:
AW54 -
PAUL STEPHEN
EAUGHMAN
Keith E. B rann, P.E.,
Town Enginee , Opm
9
A AMA UTILITY STANDARDS
Q�MARANA 7 TYPICAL UTILITY EASEMENTS
i
NOT TO SCALE
DETAIL CIO:
5 00-1
DATE. 8/19/2009 1 REVISED. 12/24/2009 1 SHEET 1 OF 1
LEGEND A – MINIMUM 25 FEET EAS
Potable E – 1 } ' E FOR METER
Water -- 1 X1 EASEMENT FOR HYDRANT
R — Reclaimed D – 15'X15' EASEMENT FOR FIFE LIME
Water STUB UT
�— Sewer
5 RIGHT OF WAY
MIN. - -
51 ULWALK
PER STRE
SECTION
/�AX TRANSITION CURB
1:10 TO MEET RAM P
�
VERTICAL CURB
5' 5' 5'
MIN. MIN. MIN.
MAINTAIN FLOWLI N E
SAW CUT EXISTING CURB AND USE 1" DEPRESSED /
GUTTER. REMOVE CURB AND VERTICAL CURB
GUTTER TO JOINT IF WITHIN
2 OF EXPANSION JOINT.
(EXISTING CONSTRUCTION)
�S �
A =4' MINIMUM, 1:50 SLOPE MAXIMUM
B =6' MINIMUM, 1:12 SLOPE MAXIMUM
5'
MIN.
SIDEWALK
PER STREET Q
SECTION
SAW CUT EXISTING CURB AND
GUTTER, REMOVE CURB AND GUTTER
TO JOINT IF WITHIN 2' OF m
EXPANSION JOINT. MAC.
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
5' 5' 5'
MIN. MIN. MIN.
EXPIRES 6/30/2019
NOT TO SCALE
NOTES:
1. CURB RAMPS, INCLUDING LANDING AND THE
INTERCONNECTING SIDEWALK ARE TO BE CONTAINED
WITHIN THE RIGHT -OF -WAY.
2. DETECTABLE WARNING SURFACE SHALL BE
CONSTRUCTED 2 INCHES AWAY FROM DEPRESSED
CURB.
3. CURB RAMPS SHALL BE PERPENDICULAR TO
ROADWAY CENTERLINE AND SHALL ALIGN WITH
RAMPS ACROSS STREET.
4. GRADES ON SIDEWALKS LEADING TO OR FROM
THE RAMPS SHALL FOLLOW CURB GRADES.
5. THE INTERCONNECTING SIDEWALK LOCATED
WITHIN THE RADIUS AND BETWEEN THE TWO CURB
RAMPS IS REQUIRED AND ITS RUNNING SLOPE
SHALL NOT EXCEED 1:20.
6. STOP BARS, IF REQUIRED, SHALL BE LOCATED
4' IN ADVANCE OF ANY CROSSWALK STRIPING.
7. CURB INLETS SHALL NOT BE LOCATED WITHIN
10' OF A CURB RAMP.
8. GUTTER SHALL PROVIDE SMOOTH TRANSITION TO
RAMPS.
TRANSITION CURB
TO MEET RAMP
MAINTAIN FLOWLI N E
USE 1" DEPRESSED
VERTICAL CURB
N OTES :
9. DETECTABLE WARNING SURFACE TO
CONSIST OF TWO TEK —WAY PANELS OF
SIZE 24 INCHES BY 30 INCHES.
COLOR OF PANELS TO BE TERRACOTTA.
MEDIUM BROOM FINISH
PERPENDICULAR TO SLOPE
6 MIN. PREPARED SUBGRADE
PER PAG SPECIFICATION 908
MEDIUM BRL�IV
PERPENDICULAR TO SLOPE
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
NAY
COTTA RED
91
10. TEK —WAY PANELS TO BE
INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS. DETAIL ASSUMES
SETTING PANELS IN WET CONCRETE.
PROVIDE 1 INCH CAVITY IF SETTING
PANELS SEPARATE FROM CONCRETE
POUR.
11. PANELS TO BE PROTECTED FROM
CONSTRUCTION DEBRIS /DIRT UNTIL
OVERALL PROJECT COMPLETE.
12. ALTERNATE SYSTEMS SHALL HAVE
DETECTABLE WARNING THAT CONSISTS
OF RAISED TRUNCATED DOMES WITH A
DIAMETER OF 0.9" AT BOTTOM, 0.4" AT
TOP, AND A NOMINAL HEIGHT OF 0.2"
AND A NOMINAL CENTER TO CENTER
SPACING OF 2.35 ". COLOR MUST BE
OF A DULL RED HUE. ALTERNATE
SYSTEMS MUST BE APPROVED BY THE
TOWN ENGINEER.
13. DEPRESSED CURB HEIGHT
CALCULATED TO ACHEIVE A 1:12
SLOPE FROM THE FLOWLINE TO THE
TOP OF DEPRESED CURB FOR
STANDARD BARRIER CURB USED IN
THE TOWN OF MARANA AND MAY NOT
APPLY TO ALL SITUATIONS. THE
CONTROLLING FACTOR OF ALTERNATE
DESIGNS SHALL BE A 1:12 MAXIMUM
SLOPE FROM FLOWLINE TO TOP OF
DEPRESSED CURB.
NOT TO SCALE
2 -24 "x30" TEK —WAY
PANELS IN TERRACOTTA
DEPRESSED
BARRIER CURB
MAINTAIN FLOWLINE
Z-'—n" KAINI I ANInINIr- P, —n„
RAMP WITH WING RAMP WITH
RETURNED CURB
5' MIN.
6' 5' MIN. 6' RIGHT OF WAY
MIN. LANDING MIN,
SI DEWALK
D
SIDEWALK
'ER STREET
1;12
o
1
PER STREET
SECTION
MAX.
SECTION
ROLLED CURB
SAW CUT EXISTING CURB AND GUTTER
REMOVE CURB AND GUTTER TO JOINT
FLOWLINE IF WITHIN 2' OF EXPANSION JOINT.
MAINTAIN FLOWLINE
TRANSITION FROM ROLLED CURB USED 1" DEPRESSED
TO DEPRESSED CURB ROLLED CURB
6" 4' MIN FOR MIDBLOCK LANDING 2'
5'MIN FOR CORNER LANDING
2' - 0" _
MEDIUM BROOMS a'
FINISH PERPENDICULAR
.
TO SLOPE a
6 %18"
HEADER
CURB
6" MIN. PREPARED SUBGRADE
PER PAG SPECIFICATION 908
2 -24 "00" TEK —WAY PANELS
IN TERRACOTTA
SIDEWALK
PER STREET
SECTION
ROLLED CURB
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
TRANSITION CURB
TO MEET RAMP
EXPIRES 6/30/2019
MAINTAIN FLOWLINE
FROM ROLLED CURB
l
FLOWLINE
USE 1 "
DEPRESSED
ROLLED CURB
N OTES :
1. GRADES ON SIDEWALKS LEADING TO AND FROM
THE RAMPS SHALL FOLLOW CURB GRADES.
2. CURB INLETS SHALL NOT BE LOCATED WITHIN
10' OF A CURB RAMP.
3. GUTTER SHALL PROVIDE A SMOOTH TRANSITION
THROUGH THE RAMP.
4. DETECTABLE WARNING SURFACE SHALL BE
CONSTRUCTED 2 INCHES AWAY FROM DEPRESSED
CURB.
5. DETECTABLE WARNING SURFACE TO CONSIST OF
TWO TEK —WAY PANELS OF SIZE 24 INCHES BY 30
INCHES. COLOR OF PANELS TO BE TERRACOTTA.
6. TEK —WAY PANELS TO BE INSTALLED PER
MANUFACTURER'S INSTRUCTIONS. DETAIL ASSUMES
SETTING PANELS IN WET CONCRETE. PROVIDE 1
INCH CAVITY IF SETTING PANELS SEPARATE FROM
CONCRETE POUR.
7. PANELS TO BE PROTECTED FROM CONSTRUCTION
DEBRIS /DIRT UNTIL OVERALL PROJECT COMPLETE.
8. ALTERNATE SYSTEMS SHALL HAVE DETECTABLE
WARNING THAT CONSISTS OF RAISED TRUNCATED
DOMES WITH A DIAMETER OF 0.9" AT BOTTOM, 0.4"
AT TOP, AND A NOMINAL HEIGHT OF 0.2" AND A
NOMINAL CENTER TO CENTER SPACING OF 2.35
.
COLOR MUST BE OF A DULL RED HUE. ALTERNATE
SYSTEMS MUST BE APPROVED BY THE TOWN
ENGINEER.
9. DEPRESSED CURB HEIGHT CALCULATED TO
ACHEIVE A 1:12 SLOPE FROM THE FLOWLINE TO
THE TOP OF DEPRESED CURB FOR STANDARD
ROLLED CURB USED IN THE TOWN OF MARANA AND
MAY NOT APPLY TO ALL SITUATIONS. THE
CONTROLLING FACTOR OF ALTERNATE DESIGNS
SHALL BE A 1:12 MAXIMUM SLOPE FROM FLOWLINE
TO TOP OF DEPRESSED CURB.
NOT TO SCALE
TRANSITION FROM BARRIER CURB
TO DEPRESSED CURB 00
5 5'
MIN. MIN.
SIDEWALK
...... /
PER STREET � A �, z A B � In
SECTION
BARRIER CURB
6'— 15'
SEE NOTE 8
MAINTAIN FLOWLI N E
USED 1" DEPRESSED
BARRIER CURB
BARRIER CURB
MAINTAIN FLOWLI N E
USED 1" DEPRESSED
BARRIER CURB
_
6'— 15' _ �
SEE NOTE 8
TYPE 3B
LIMITED RIGHT OF WAY WITHOUT CURBWAY
TYPE 3A
LIMITED RIGHT OF WAY WITH CURBWAY
EXPIRES 6/30/2019
APPROVED FOR DISTRIBUTION (o�gssional E,,,
`tea
%c re
y 4084
K H
WARD
Keith E. Brann, P.E. BRANNI / / ,I
re � , •
Town Engineer 9R�719ne v5P
NOT TO SCALE
00
MAINTAIN FLOWLI N E
BARRIER CURB
USED 1" DEPRESSED
6' -15' BARRIER CURB
SEE NOTE 8
TYPE 3
A 1:50 MAXIMUM SLOPE
B 1:12 MAXIMUM SLOPE, SEE NOTE 8
TRANSITION FROM BARRIER CURB
TO DEPRESSED CURB
5'
5'
MIN.
Now No
MIN.
TRANSITION FROM BARRIER CURB
RIGHT OF WAY
TO DEPRESSED CURB
— — — —
5'
MIN.
SIDEWALK
PER STREET
A
� z A —
r�
RIGHT OF WAY
SECTION
�
..........
SIDEWALK
____
PER
STREET
i
SECTION
BARRIER CURB
6'— 15'
SEE NOTE 8
MAINTAIN FLOWLI N E
USED 1" DEPRESSED
BARRIER CURB
BARRIER CURB
MAINTAIN FLOWLI N E
USED 1" DEPRESSED
BARRIER CURB
_
6'— 15' _ �
SEE NOTE 8
TYPE 3B
LIMITED RIGHT OF WAY WITHOUT CURBWAY
TYPE 3A
LIMITED RIGHT OF WAY WITH CURBWAY
EXPIRES 6/30/2019
APPROVED FOR DISTRIBUTION (o�gssional E,,,
`tea
%c re
y 4084
K H
WARD
Keith E. Brann, P.E. BRANNI / / ,I
re � , •
Town Engineer 9R�719ne v5P
NOT TO SCALE
1. GRADES ON SIDEWALKS LEADING TO AND FROM THE RAMPS SHALL
FOLLOW CURB GRADES.
5' -0" 6' -15' VARIES
6 " SEE NOTE 8 1:50 MAX
-04
A MIN. TEX WAY PANEL
B WIDTH VARIES
MEDIUM BROOM FINISH
a
a a .
PERPENDICULAR TO SLOPE ° °a ° °
6" MIN. PREPARED SUBGRADE- DEPRESSED
PER PC /COT STD. 908 BARRIER CURB
MAINTAIN FLOWLINE
A 1:50 MAXIMUM SLOPE
B 1:12 MAXIMUM SLOPE, SEE NOTE 8
APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
EXPIRES 6/30/2019
2. CURB INLETS SHALL NOT BE LOCATED WITHIN 10' OF A CURB RAMP.
3. GUTTER SHALL PROVIDE A SMOOTH TRANSITION THROUGH THE RAMP.
4. DETECTABLE WARNING SURFACE TO CONSIST OF TWO TEK -WAY PANELS
OF SIZE 24 INCHES BY 30 INCHES FOR TYPE 3 RAMPS AND SIZE 24
INCHES BY 24 INCHES FOR TYPE 3A AND 3B RAMPS - CUT AS NEEDED.
COLOR OF PANELS TO BE TERRACOTTA.
5. TEK -WAY PANELS TO BE INSTALLED PER MANUFACTURER'S
INSTRUCTIONS. DETAIL ASSUMES SETTING PANELS IN WET CONCRETE.
PROVIDE 1 INCH CAVITY IF SETTING PANELS SEPARATE FROM CONRETE
POUR.
6. ALTERNATE SYSTEMS SHALL HAVE DETECTABLE WARNING THAT
CONSISTS OF RAISED TRUNCATED DOMES WITH A DIAMETER OF 0.9" AT
BOTTOM, 0.4" AT TOP, AND A NOMINAL HEIGHT OF 0.2" AND A NOMINAL
CENTER TO CENTER SPACING OF 2.35 ". COLOR MUST BE OF A DULL
RED HUE. ALTERNATE SYSTEMS MUST BE APPROVED BY THE TOWN
ENGINEER.
7. DEPRESSED CURB HEIGHT CALCULATED TO ACHEIVE A 1:12 SLOPE
FROM THE FLOWLINE TO THE TOP OF DEPRESED CURB FOR STANDARD
BARRIER CURB USED IN THE TOWN OF MARANA AND MAY NOT APPLY TO
ALL SITUATIONS. THE CONTROLLING FACTOR OF ALTERNATE DESIGNS
SHALL BE A 1:12 MAXIMUM SLOPE FROM FLOWLINE TO TOP OF
DEPRESSED CURB.
8. RAMP LENGTH TO BE A MINIMUM OF 6 FEET. RAMP MUST BE
LENGTHENED AS NECESSARY DUE TO ADJACENT STREET SLOPE TO
ACHIEVE EITHER A 1:12 MAXIMUM SLOPE UP TO A MAXIMUM LENGTH OF
15 FEET.
NOT TO SCALE
1 . ALL IRRIGATION LINES GREATER THAN
3/4" IN DIAMETER SHALL BE PLACED AS
SHOWN.
2. TREES SHOULD BE PLACED TO THE
REAR OF A CURBWAY OR JUST OFF THE
CENTERLINE OF A MEDIAN.
3. DEEP ROOT WATERING SYSTEMS ARE TO
BE USED ON ALL LANDSCAPE PALETTES
WITH TREES IN CURBWAYS OR MEDIANS.
4. 36" DEEP ROOT BARRIERS REQUIRED
FOR ALL TREES WITHIN CURBWAYS.
5. 36" DEEP ROOT BARRIERS REQUIRED
FOR MEDIAN TREES CLOSER THAN 6 FEET
FROM CURB.
6. WHEN REQUIRED, ROOT BARRIERS
SHALL EXTEND 5 FEET TO EITHER SIDE OF
TREE MEASURED PERPENDICULAR TO
PAVEMENT /CURB. TOP OF ROOT BARRIER
EVEN WITH TOP OF FINISHED
EARTHWORK /BELOW ROCK MULCH.
APPROVED FOR DISTRIBUTION:
ALL IRRIGATION LINES
GREATER THAN 3/4"
36" ROOT BARRIER
20'+ �
MEDIAN
� 1 �
ALL IRRIGATION LINES
GREATER THAN 3/4"
36" ROOT BARRIER
SIDEWALK
IRRIGATION LINE
CURB
5' 5' STREET
ROOT
BARRIER
EXPIRES 6/30/2019
NOT TO SCALE
Keith E. Brann, P.E.,
Town Engineer
� — — I r . . - r• t r I t .. — NOTE
1. All materials and construction shall conform to the
requirements of the. Special Provisions and Standard
Specifications.
2. Unstable soil may require deeper foundations. See
Special Provisions and Standard Specifications.
3. For conduit size, location, and quantity, see Project
Plans.
4. Anchor bolts shall be galvanized /" x 12"' x 4" complete
with nuts and washers.
5. Anchor bolt's projection above foundation shall be 2"
min. 2Y max.
6. Conduit projection above foundation shall be 2Y min. 4"
max.
7. Use an approved silicon sealer RTV type gray in color
or clear, between cabinet and foundation.
S. In unpaved areas a raised concrete pad foundation (.36"
x width of cabinet foundation x 4" thick) shall be
installed in front of the cabinet (door side). Pad shall
be set below the foundation elevation. Slope pad
away from cabinet at a 50:1 slope.
9. All cabinet foundations shall have two (2) %" diameter x
NOTES 10' long bonded copper ground rod with clamp.
id 5 10. Install 1-4" conduit for future use stubbed and capped
y
iinet 24" past the edge of the foundation as directed b p the
n t Town Engineer or His /Her Designee.
11. 1" sleeve (for each ground rod) shall be inserted when
foundation is poured. Install one (1) / y diameter x 10 ,
long bonded copper ground rod in each sleeve.
12. 4" sleeves for service conduits if an Electrical Utility
Service Entrance Requirement Committee (EU
meter socket or EUERB utility pull section and /or
service disconnect enclosure are required.
13. Prior to pouring concrete foundation, final approval of
conduit placement from Town Engineer or His /Her
Designee shall be obtained.
F EW I I W 14, Contractor is responsible to make sure cabinet fits on
bolt pattern.
APPRO D FOR DISTRIBUTION:
9 9/2005
Keith E. Brann, P.E,, Date
Acting Town Engineer
GENE RAL TRAFFIC SIGNAL RESPONSIBILITIES:
1. Materials installed as part of this Project shall
be furnished and
installed
in accordance with the requirements of the
following table:
Contractor ' Contracto
Town Town
Furnished Installed
Constructed
, Furnished Installed
Traffic Si nal Poles and Mast Awns
X X
Steel Poles and Anchor Bolts (With Nuts
and Washers
X X
Concrete Pole Foundation
X X
Type IV Traffic Signal Controller Cabinet(s)
With Controller(s) 'and All
X X
Auxiliary/Incidental Equipment
Controller Cabinet Concrete Foundation with
Anchor Bolts
X X
Electrical Service Pedestal
X X
Electrical Service Pedestal Concrete
Foundation
X X
All Wiring and Cabling (Including Bare Bond
Wire and Pull Rope
X X
Concrete Pull Boxes
X X
Electrical Conduit
X X
Ground Rods and Connectors
X X
Traffic Signals and Mounting Assemblies
X X
Pedestrian Signals and Mounting Assemblies
X X
Pedestrian Push Button Stations with Si ns
X X
Luminaires and Photocells
X X
Vehicle Detection Loos
X X
Emergency Vehicle Preem tion Eq uipment
X
X
Emergency Vehicle Preemption Wir
X X
Video Detection Sntem Equipment.
X
X
Video Detection System Wire and Cable
X
X
Pan /Tilt /Zoom Color —B /W Video Equipment
X
X
Pan /Tilt /Zoom Color —B /W Cable & ' Wire
X
X
Internally Illuminated Street Name Sign(s)
or Street Name Sins)
X X
Reg Signing
X X
All other appurtenances necessary for the
operation of the traffic signal installation(s),
X X
except as modified on the Project Plans or
as provided in the Special Provisions.
APPRO FOR DIS UTION:
N
6/20/200
scotr A
`UKA
. ................. ............. .... 7
9 M .
R '
Keith E. B
r�ann, P. E. Date
,
Town Engineer
GENERAL TRAFFIC SIGNAL RESPONSIBILITIES CONTINUED):
2 . The Contractor shall contact the Town of Marano raffic Signal
Maintenance and Operations Supervisor at (520)382 a minimum
of two (2) weeks prior to the scheduled installation of the
cabinet(s). The Town of Marano will deliver the cabinet( to the
Project Site on the day scheduled for installation.
3. The Town of Marano will place the cabinet(s) onto the foundation
The Contractor shall be responsible for ensuring that the anchor
bolts are positioned such that the cabinet(s) will align properly onto
the foundation(s). Contractor shall secure cabinet(s) to the
foundation.
4. The Contractor shall be responsible for routing all conductors into .
the cabinet, and shall identify routin and connections of all cables
and conductors as required in the 1 394 Pima Count Cit of Tucson
Standard Specifications for Public Improvements". he Town of
Marano staff will terminate the conductors in the cabinet(s).
5. The Contractor shall carefully disassemble and salvage all existing
traffic signal and street lighting equipment that is not to remain or
be relocated as shown on the Project Plans or as provided in the
Special Provisions. All of the salvaged equipment shall be returned
to the Town of Marano Operations Center (MOC), 51 West Ina
Road, Tucson AZ, 85743. The salvaged equipment shall be unloaded
V the Contractor, as directed by the Town. Contact the Town of
rana Traffic Signal Maintenance and Operations Supervisor at (520)
382 - 2500 a minimum of two (2) working days (excluding weekends
and Town recognized holidays) prior to delivering the equipment.
8. Existing traffic signal operations shall be maintained throughout the
duration of the Project as shown on the Project Plans or as called
for in the ecial Provisions unless approved by the Town Engineer
or His /Her Designee.
7. The Contractor shall obtain all required permits and shall be
responsible for all traffic control related to the Project and the
construction zone. The Contractor shall strictly conform and adhere
to the approved Project Traffic Control Plan at all times.
8. The Contractor shall install /construct all items associated with the
Project as called for on the Project Plans or in the Special
Provisions.
9. The Contractor shall load, transport and unload all items specified on
the Project plans supplied by both the Contractor
and the Town to the job site, unless specified otherwise by the
Engineer. The Contractor shall notify he Town of Marano and its
representatives a minimum of two 2) working days (excluding
weekends and Town recognized holidays) in advance. Contact the
Traffic Signal Maintenance of Operations Supervisor at (520)
382-2500.
Note: It is intended that the Notes herein of the Traffic Signal Standard
Responsibilities shall be considered part of the Construction Contract
Documents. If the Project Plans differ from the notes herein (Town
of Marano Standard Mail 730 --400) the Project Plans shall note the
change on the Project Plan's General Note Sheet and be edited
where appropriate io fit the Pro iect.
GENERAL TRAFFIC SIGNAL NOTES (CONTINUED):
4.
The Contractor shall coordinate with the telephone utility public
improvement coordinator to verify the location of the
40, The Design Speed for .� _ is m ph. The Posted
Speed for is -
telephone connection at each intersection,
mph
35.
The Contractor shall "pothole" or hand dig all foundations prior
to the placement of all cabinets, and traffic signal and /or
41. The Contractor is advised of the utility contacts as indicated in the
following table:
.street light poles.
36.
The Contractor shall not make or begin any excavation, digging
Utility
Contact Phone No.
or any work associated with rnovin any earth or ground within
any public Town rights —of —way, uti ity easements, and for any
Tucson Elect t c Power Co
Gar oulEn
expressed or implied private property without first determining
QWEST
Steve Johnson
whether an shown hown on
Y underground facilities s and not
r
AT&T Communications
.
Mike O'Neill
the Project Plans) will be encountered, and if so where they
Oomcast Cable Communications
Mike Gin
are located from each and every public utility, municipal
corporation or other entity having the r right to bury such
Pima Count Wastewater Management'
Bob Decker
underground facility within the p ublic —
9 y p c rigght —of wa ,private
rect
Southwest Gas Cor r t ion
o a
Robert D aniels
property or easement within the P ro J limit, its. The
Contractor shall take all nessesay measures for the location
i
Sprint Communications
Colin Sword
and control of such facilities in a careful and prudent manner.
Marana Water De artment
Brad De .
S a�n
Tucson Water Department
Ton Tineo
37.
Any equipment and /or utilities ; within the project (shown or
Trico Electric Coop erative
Chuck Wilcox
not shown on the lans that
p ) is damaged or destroyed by the
contractor shall be re re ex P p p
ense at the sole laced aired or
designer
(The shall coordinate verify,
g ,
and list all utility companies and
of the Contractor.
*
contacts within the Project limits, and
provide the correct information in
the table above.)
8.
The Contractor shall immediately report all conflicts regarding
the overhead utilities and the Project signal equipment that is
to be installed as indicated on the Project Plans to the Town
Engineer and the utility of jurisdiction. If required, the
Contractor shall coordinate all utilit and/or traffic si 2ng nal
* yy / equipment
relocation as re uired wEth the Town, the
Y P an of ecord and the Utilit Com ,
Y
9.
The Contractor shall pothole all utilities (shown and not shown
on the Project plans) prior to boring, trenching, or directional
drilling to verify depths and locations.
Note:
It is intended that Notes 1- of this Traffic Signal Standard shall be
considered as part of the Construction Contract Documents, If the
Project Plans differ from the notes herein '(Town of Marana Standard
Detail 730-401) the Project Plans shall note the change on the Project
Plans General Note Sheet and be edited where appropriate to fit the
Project.
It is intended that Notes 40-41 of this.' Traffic Signal Standard be placed
on the Project Plans in their entirety and edited where appropriate to fit
the Project.
APPR D FOR DISTRIBUTION:
07/14/2006
Keith Er Brann, P.E., Date
Town Engineer
GENERAL TRAFFIC SIGNAL. NOTES (CONTINUED):
17. IMSA 10 -1, 16—conductor solid wire cable shall be installed continuous
and unspliced from the controller cabinet to the Type "A" or Type "O"
ol�e on each corner. At locations where there are no Type ax A or Type
poles, the 16—conductor cable shall be installed to the No. 7 ulI
box on that corner for future use with a minimum of 30' slack. See
Town of Marano Traffic Signal Cable Schematic Standard Detail and
Traffic Signal Wiring Schematic Standard Detail for details.
18. See Town of Marana Typical Traffic Si naI Wiring Schematic for wiring
details for Vehicular Signal Heads, Pedestrian Signal Heads, Pedestrian
Pushbuttons, and EVPE installations.
10. All vehicle detection loop wire shall be #14 AWO, IMSA 51-5-1985 cable.
Detector lead —in cables shall be #14 AWO, IMSA 80-2 -1084 cable. The
detector lead -in cable shall be continuous and unspliced between the
controller cabinet and the pull box adjacent to loop. Provide a
minimum of five (b) feet of slack as measured from the lip of the pull
box opening in the pull box adjacent to the loop detector.
D. All telephone interconnect cable, and detector lead —in cable shall be
continuous and unspliced.
1. The video detection cable shall be installed, continuous and unspliced,
from the video camera mounting (attached to the luminaire mast arm)
to the controller cabinet.
22 The emergency vehicle preemption sensor cable shall be 3M— Opticom
Detector Cable Model No. 138 equal specified
Engineer or Hs /Her Designee.
or approved a I p � as spec�fred by the
Town En
g / g
3. The conductors for the emergency vehicle preemption sensor and beacon
shall be routed to the traffic signal head at the mast arm ti or as
specified on the Project Plans, Special Provisions and/or the Town
J p /
Engineer or His /Her Designee. Provide lengths as required by the Town
Engineer or His /Her Designee.
4. The location of preemption sensors shall be in accordance with Standard
Details 730 -410 thru 730-417 or as approved by the Town Engineer
prior to the installation of the sensors. All vehicle detection loops shall
be centered within the avement of the travel p a eI lane or as approved by
the Town Engineer.
8. Vehicle Detection Loops shall be installed prior to the final lift of
pavement. For loops installed after the final lift, detection loop sawcuts
shall be flushed with water under pressure and then dried with air under
pressure prior to applying loop sealant.
26 . All side by side ' X 6' loops shall have a separate Detector Loop
Lead —in Cable.
APPROVED FOR DISTRIBUTION.
07/14/2006
Keith E. Brann, P.E., Date
Town Engineer
7. All signal housings shall be polycarbonate and black. All visors shall be
ppainted black and material approved byy the Town Engineer or His /Her
g P g
Des nee p rior to ordering and installation.
8. All vehicular signal faces shall be 12 inch and all lenses shall be
pofycarbonate. All signal indications shall be LED, except the yellow
all and ellow arrow Indications mounted ed overhead on a mast arm
which shall be incandescent. All yellow indications (yellow ball and yellow
arrow) within a vehicular signal face, not mounted on an overhead
mastarm, shall be LED. Al l Pedestrian signal faces shall be LED
Countdown Style Pedestrian Signal Heads as provided 9 P in the MUTOD
2003 ed. (Section 4E.07)
0. There shall be a minimum of two circuits (each with a separate
electrical phase) for the intersection safety lighting and In tern al l y
Sign (IISNS) circ it r . Illuminated Street Name Sig � circuit. There be a minimum
of two circuits provided to each poles hand hole with solid No. 10 AWO
THHW conductors. The luminaires shall be wired such that circuit No. 1
luminaires are on its diagonally op osite + counterpart. + The other
diagonally opposing uminaires shall be wired on circuit No. . The
IISNS shall be wired using he opposite circuit from t .
g pp cu f o he luminaire, on
the same pole, that the luminaires are wired. All IISNS shall be
installed and wired from the pull box to the IISNS unspliced.
30. Three (3) No. 10 AWO —THHW Conductors shall be installed from each
luminaire to the pole's adjacent pull box that the luminaire is mounted
*
on and shall be unspliced, leaving a minimum of five (P feet of slack
as measured from the pull box lip opening. Install a 1 p —am in—line
fuse for each luminaire naire in the ass .
' � p ull box.
associated 7 l� n e
31. For each luminaire circuit, three (3) conductors, THHW No. 10 AWO,
shall be pulled from the power service cabinet to the poles adjacent
pull box unspliced.
3. Prior to construction of pole foundations, grade slope to ensure that
top of foundations are not exposed more tha n b" above final grade.
Grade all pole foundations, cabinet foundations pull boxes and the ilk
such that drainage of water flows away rom the equipment
cons and/or installed. y
bung
33. The Contractor shall contact the electrical utility public improvement
coordinator to verify the service connection requirements and the
location of the electric service connection for the traffic signal at each
intersection. The Contractor shall be responsible for excavating and
backfilling the trench and installing any necessary sleeves under
sidewalks or driveways. The Contractor is responsible ; for installing the
required conduit infrastructure between the service point and the
UPS /meter pedestal according to the utility electrical service provider's
requirements. The electrical utility will install the electrical cable in the
conduit between these two locations or as provided on the Project
Plans.
GENERAL TRAFFIC SIGNAL NOTES:
1. All equipment /materials and construction shall comply with the
requirements contained in the Town of Mar❑n❑ Standard Details (latest
edition), the Project s Supplemental Specifications, the Special cial Provisions,
the Project Plans, the 2003 Pima Count Cit
S if y/
pee is ❑tion for Public Improvements", and the of Tucson Pima Count Cit y/ y of
Tucson "Standard Details for Public Improvements .
2. All pedestrian push button assemblies shall comply with current ADA
requirements. The pedestrian pushbutton signs shall be the R10 -3e a
identified in the Manual on Uniform Traffic Control Devices (MUTCD),
latest edition.
3. Internally Illuminated Street Name Signs (IISNS) shall be installed such
that the sign is mounted directly to the vertical shaft of the pole,
located above the signal mast arm and positioned such that the sign is
side mounted on the street side of the pole. The Contractor shall
submit a si n detail and mounting detail to the Town for review a
minimum of three weeks prior to the '
() p e estimated installation date. for
Town s approval.
4. The exact location of each new pole foundation, pull box, controller
cabinet foundation, and UPS /electric service pedestal foundation shall be
apppr acement, installat -ion � and/or by the Town Engineer or His /Her Designee prior to final
l
p / or constru i
ct on.
8. The top of the pole foundation shall be level and six (8) inches above
the finished grade. Provide extended bolts for all pole foundations to
allow for future elevation adjustments.
6. All Conduit, Cable, Wire, Poles, Posts, Signs, Equipment, Materials and
Appurtenances supplied for the Project shall be furnished and purchased
new and unused. The new a ui m nt, materials and a urtenances
shall .'be ordered and delivered for this p ecific Project onl . Th
e
Contractor shall provide a submittal, list of all proposed materials aloe
with the material specifications to the Town for all materials to be g
incorporated in the Project to the Town Engineer for review and
approval prior to construction. The Town Engineer shall inspect and
approve the said requested equipment, material and /or appurtenances
prior to use and or installation. The said material in no way shall be
used without wri ten consent from the Town Engineer. The Town
reserves the right to refuse to allow the installation of any and all
equipment the Contractor submits for approval if it chooses without
cause, justification and /or recourse. if Contractor installs the materials
without prior written consent from the Engineer, the Contractor shall
remove and replace the equipment with acceptable new equipment
and /or materials at his/her sale exp ense.
ense. / P
7. All new conduit as shown on the Project Plans shall be installed a
minimum of 30 inches below finished grade. Conduit installed under
roadways, driveways, es over or any open areas sub • volts, to vehicles, - or conduits
with conductors that have volts 250 shall '
g al b e installed ❑
APPROVED FOR DISTRIBUTION:
07/14/2006
Keith E. Brann, P.E., Date
`awn Engineer
7. minimum of 38 inches below finished grade unless stated otherwise on
(cant.) the Project Plans or in the Special Provisions.
8. Any conduit . installed shallower than 30 inches below finished grade shall
be encased in concrete per Pima County /Cit of Tucson Standard
S ecifications for Public Improvements ", 200 edition, Subsection
72— 3.01 (G).
9..Prior to the Town's acceptance and prior to pulling conductor, cable;
wire and /or fiber optic cables, all conduits) (new and existing) to be
incorporated Into the new system as provided for on + the Project Plans
shall be cleaned and blown out with compressed air in the presence of
the Town's inspector. A properly sized conduit piston or mandrel shall
be pulled through the entire conduit system in the presence of the
Town s inspector prior to conductor, cable or wire installation to ensure
that no obstructions or debris exist in the conduit. No water or
moisture shall remain in conduits) prior to installing conductors.
10. Conduit installed under existing paved driveway(s), sidewalk(s), and
pavement that are not scheduled to be reconstructed as part of the
Project shall be installed by means of boring or directional drilling.
11. Pull boxes shall not be installed within concrete curb access ramp(s) or
sidew❑lk(s .A ny pull boxes installed behind curb(s) shall be installed
between t e curb and the proposed /future sidewalk or beyond the
proposed /future sidewalk in accordance with the Project Plans and
Special Provisions. /fin exception to this requirement is for ull
boxes installed within a median or as otherwise called fermitted p
r on the
Project Plans, Special Provisions, or by the Town Engineer or His /Her
Designee.
12. Any pull boxes installed along an uncurbed roadway shall be installed
adjacent to, but not within, the shoulder.
13. A - " diameter x 10' long ground rod (copper) shall be installed in all
#7� pull bones used for the High Voltage conductors. A % diameter x
10 long + g round rod copper) to the pper) shall be installed in the home run pull box
( No. 7 with extension , j controller cabinet• Two ground
rod clamps shall be urnished for grounding the ground wire on each
ground rod.
14. Two (2)/4" diameter x 10' long ground rods (copper) shall be installed
in the controller cabinet foundation ❑ minimum of 8 feet apart. 'See
Town of Marano s Controller Cabinet foundation Standard Detail
(730 -210) for details.
18. The high voltage cables and conductors shall be separated from the low
voltage cables and conductors, and shall be installed /constructed in
separate conduit.
16. IMSA 19-1 20—conductor solid wire cable shall be installed continuous
and unspliced from the controller cabinet through the No. 7 pull box on
each corner to the poles traffic signal head wire splicing compartment.
26 It
� Solar Panel
L
E Area See'
C hart (2- Sides) -
See Table A r
0
Table
A .
x.
Ma x.
P Height
Y
Exposed
Pole Height
Y
Area
...........
7'
4 *'
45 s . ft.
.. .... .
1 0 1
7 *
s/ • w
1 2 1
9 .5 '
3 q. ftw
1 '
12.5
0 sq, ft.
Table
B
E Area, S ee
Table A (2- Sides)
Handhle,
Sidewalk Side
Street Sid ewalk
Side S ide
S ee Note
Type A Pole
With Solar Panel
Not To kale
01
103
x.
E xpose d
P Height
Y
Area
7'
4.,5'
30 sq. ft.
10 1
7.5
25 . ft.
12'
.'
20 s . ft.
151::j
12.5"
15 sq. . ft.
E Area, S ee
Table A (2- Sides)
Handhle,
Sidewalk Side
Street Sid ewalk
Side S ide
S ee Note
Type A Pole
With Solar Panel
Not To kale
NOTES:
1. A maximum of one (1) four —sided signal 3. Foundation shall be a minimum of 6' in depth
head (4—Q) shall be installed on the pole as as measured from the top of finished grade
shown. and a minimum of 3' in diameter. All other
foundation requirements shall adhere to Pima
2. The Designer shall provide additional County /City of Tucson Standard Details for
structural analysis for an deviations from Public y y b Improvements, 2003 Ed.
the dimensions shown which will result in
increased structural loading. 4. The total exposed area shall be measured by
the largest exposed area of a single installed
item. Items may include signs, traffic signal
heads, controller cabinets, etc.
APPROVED FOR DISTRIBUTION:
4/14/2006
K eith E. Brann, P.E., Date
Town Engineer
01
103
C 0 1
[ I
81'----
Q Traffic
1 01
1 03
Signal Head
(4— Sides) (TYP)
See Note 1
L
M
a
v
.
Exposed
Area, See
.5
Table B
(2- Sides)
z
Handhole,
Sid ewalk
Side
Street
Sidewalk
Si de
Side
See Note
Type A Pole
With Sig nal Head
Not To Scale
NOTES:
1. A maximum of one (1) four —sided signal 3. Foundation shall be a minimum of 6' in depth
head (4—Q) shall be installed on the pole as as measured from the top of finished grade
shown. and a minimum of 3' in diameter. All other
foundation requirements shall adhere to Pima
2. The Designer shall provide additional County /City of Tucson Standard Details for
structural analysis for an deviations from Public y y b Improvements, 2003 Ed.
the dimensions shown which will result in
increased structural loading. 4. The total exposed area shall be measured by
the largest exposed area of a single installed
item. Items may include signs, traffic signal
heads, controller cabinets, etc.
APPROVED FOR DISTRIBUTION:
4/14/2006
K eith E. Brann, P.E., Date
Town Engineer
Type A Pole
Not To Scale
APPRO�ED FOR DISTRIBUTION:
4/14/2006
Faith E. Drann, P.E., Data
Town Engineer
oad Area, Sao
le C (2— Sides)
landhole,
;Idawalk Side
Side
go
�....� N of o 2
NOTES:
1. The Desi shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
2. Foundation shall have a minimum depth as shown in
Table C, and shall be measured from the top of finished
grade. The foundation shall have a minimum diameter
of 3'. All other foundation requirements shall adhere to
Pima County /City of Tucson's Standard Details for Public
Improvements, 2003 Ed.
3. The total exposed area shall be measured by the largest
exposed area of a single installed item. Items may
include signs, traffic signal heads, controller cabinets,
etc.
Tabl
Exposed I Exposes!
Pole Height
Y
Area
Area
7 0
4.
0 Sq. ft.
35 s . ft.
" -5
55 sq. ft.
30 sq. fit.
1
2
9.5
5 0 sq fit.
2 5 sq. fit.
15
12 »5'
45 sq. #t.
20 sq. ft.
28'
Video
Detector
(Typ.)
2 '* 1'r
(Min.) °'-
Bottom of
Bracket
arr7 -
era , •
Sign, 4 "x24"
(2- sides) Type 0 Traffic
Signal Head (3- sides)
co Pedestrian
Sign al (3- sides)
NOTES:
1. A maximum 20' length most arm shall be installed on
the Type G pole standard.
2. A maximum of one (1) three —sided signal head (3 —Q)
and one (1) three —sided pedestrian signal head shall be
installed on the pole as shown.
I Most arm dimensions are measured from bracket
connection point of upright to tip of most arm.
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
APPROYED, FOR DISTRIBUTION:
4/14/2006
Keith E. Brann, P. E. Date
Town Engineer
Sign, 24 "D"
(2— Sides)
° Pedestrian
r
L
Push Button
Handhole,
Sidewalk side
Street sidewalk
Side side
Type Q Pole
D' Mast Arm
Not To scale
�NVMXwm�amy +*�}AVw >,uwAµ{ogWp;o�e
r, W, I
Emergency Vehicle
Preemption
Equ ipm en t(Typ. )
Type K Pole
55 ' Most Arm
NOTES:
1. There shall be a minimum of 17' clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the mast arm.
2. A maximum of 3 signal heads (1 —Q, 2 —F) may be
installed on the 5 mast arm as shown.
Type R Pole
9
3 . Mast arm dimension measured from center of upright to 00 Mast Arm
tip of mast arm. Not To kale
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
t 4.5' (Typ.)
Pedestrian
Signal
(Typ.)
Pedestrian
Push Button
.. ,,,�—Handhole,
Sidewalk
Side (Typ.)
Sidewalk
ff6
APPROVED FOR DISTRIBUTION:
9/9/2005
Keith E. Brann, P.E., Data
Acting Town Engineer
r, fN"
Emergency Vehicle
Preemption
Equipment(Typ.)
Type K Pole
50' M a t Aran
4.5' (TYp.)
Pedestrian
Signal (Typ.)
NOTES:
1. There shall be a minimum of 17' clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the most arm.
2. A maximum of 3 signal heads (1 —Q, —F) may be
installed on the 50 mast arm as shown.
3. Most arm dimension measured from center of upright to
tip of most arm.
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
APPROVED FOR DISTRIBUTION:
9/9/2005
Keith E. Brann, P.E., Date
Acting Town Engineer
Type R Pole
50' Most A ran
Not To Scale
Pedestrian
Push Button
Handhoie,
Sidewalk Side
(TYp.)
Sidewalk
Side
48'
12' (Min.)
l ype K F ole
Not To kale
NOTES:
1. There sholl be a minimum of 17' clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the most arm.
2. A maximum of 3 signal heads (1 —Q, 2 —F) may be
installed on the 48 mast arm as shown.
3 . Most arm dimension measured from center of upright to
tip of mast arm.
4. The Designer shall provide additional structural analysis
for ony deviations from the dimensions shown which will
result in increased structural loading.
APPROVED FOR DISTRIBUTION: nal f
9/9/ 2005 M19
SCOTr A. ,
Keith E. Brann, P.E., Data
Acting Town Engineer
18' (Min.)
Mid
Varies
5 " Min.)(Typ.
38
4'
Video
Detector
(Typ.)
2D'
1 - 12' (Min.)
8 ry i
L J
,c (Min.Min.)(Typ.)
o
cn
Type R Pole
4' M ast Arm
Not To kale
8" Min Pedestrian
Signal (Typ.)
Pedestrian
0 Push Button
i
C14 Mandhole,
Sidewalk
Side (Typ.)
Street Sidewalk
Side Side
STANDARD DETAIL
MAST ARM LOADING DETAIL
:h }f 7
rDA E K SAND R POLE WITH 4 FT. MAST FARM
10 o 9/9/08 REVISED:
Emergency Vehicle
Preemption
Equipment(Typ.)
15' (Min.)
3
1 LO
(Min.) Bottom of LO
Bracket
R �
rn
STREET NAME
4 ' (Typ )
DETAIL NO:
730-412
SHEET 1 OF 1
40'
15" (Min.) 12' (Mina
man Varies
( Min.
do
3"
Regulatory Sign
(36"X36"')
Li Max. Dimension
o (Typ.)
z
Cn
Type J Pale
40' Mast Arm
Not To Scale
Street Sidewalk
Side Side
NOTES:
1. There shall be a minimum of 17' clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the mast arm.
2. A maximum of 3 signal heads (1—Q, 2 —F) may be
installed on the 40 most arm as shown.
3. Mast arm dimension measured from center of upright to
tip of most arm.
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
APPROVED FOR DISTRIBUTION:
� a
9/9 /2005 W„1
SC01 T A.
LM�
Keith E. B rann, P.E., D ate
Acting Town Engin .
Emergency Vehicle
Preemption
Equipment (Typ.)
Iwo
Video
Detector
(Typ-
40"
Type Q Pole
40' Mast Aran
Not To kale
Bracket
Co
\15 (Min.)
3 "\
5 ) 2'
(Min.Min.)(Typ.)
o
z
2'
(Min.)
/ 20
.,,
LO
1 (Mina., + +�,
STREET NAME
4.' (Typ.)
S" M in
Pedestrian
Signal (Typ.)
Pedestrian
0
Push Button
andhole,
Sidewalk
Side (Typ.)
Street
Sidewalk
Side
Side
\15 (Min.)
3 "\
5 ) 2'
(Min.Min.)(Typ.)
o
z
2'
(Min.)
/ 20
.,,
LO
1 (Mina., + +�,
35'
15' (Min.)
Varies
;5' Min.)(Typ•)
36
Regulatory Sign
(36"X36 ")
LU Max. Dimension
o (Typ.)
z
r• �,
V)
a
Type J Pale St reet Sidewalk
5' Mast Arm Side Side
Not To Scale
Emergency
Vehicle
Preemption
Equipment
(Typ.)
Video
Detector
(Typ.)
35'
/ 20 P
2 ' I /
(Min.)
15' (Min.)
3"
Bottom of
Bracket
8" Min
__
5' '
(Min.)(Min
O
z
V)
L
NOTES:
1. There shall be a minimum of 17' clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the most arm.
2. A maximum of 2 signal heads (1 1 —F) may be
installed on the 35 mast arm as shown.
3. Mast arm dimension measured from center of upright to
tip of mast arm.
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
APPROVED FOR DISTRIBUTION: no ,
9/9/2005 W119
OFA I SCOTT A
Keith E. Braun, P.E.,
Date LMVA
Acting Town Engineer $
Type 0 Pale Street
35' Mast Arm Side
Not To Scale
en
LU6
rn
4.5' (Typ.)
Pedestrian
Signal (Typ.)
Pedestrian
Push Button
,,.,, -H a n d h o I e,
S idewalk
Side (Typ.)
Sidewalk
Side
30'
1 5' (Min.)
Varies
�5' Min.)(Typ.)
36'
Regulatory Sign
(36 ")
W Max. Dimension.
0 (Typ.)
z
Type J Pole Street
30' Mast Arm S i d e
Not To Scale
NOTES:
1 . There shall be a minimum of 17' clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the most arm.
2. A maximum of 2 signal heads (1 —Q, 1 —F) may be
installed on the 30 mast arm as shown.
3. Mast arm dimension measured from center of upright to
tip of mast arm.
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
APPROVED FOR DISTRIBUTION: not
9/9/2005 „ !9
S=o
Keith E. Brann, P.E., D ate
Acting Town Engineer
Emergency
Vehicle
Preemption
Equipment
(Typ.)
Video
Detector
(Typ
30'
(Min.)
Ar�
15' (Min.)
36 „
Bottom of
Bracket
STREET NAME
$" Min
5 ' 2'
Sidewalk .� � (Min. Min.)(Typ.)
Side
0
Type Q Pole Street
30' M Arm Side
Not To Scale
co
�i
4.5' (Typ.)
V Pedestrian
Signal (Typ.)
destrian
Push Button
Handhole,
Sidewalk
Side (Typ.)
Sidewalk
Side
2 v
Acting Town Engineer
15" (Min.)
Video
Varies
Detector
(TAP.)
Min. )(Ty
(5" )( yP
36
/220
20 '
Em er gen c y
/ 2'
Vehicle
(Min.)
Preemption
Equipment
,
Regulatory Sign
(TYP *)
LUO
r `
(36'"X36") -
1 Min. Bottom of `
(Min.)
Marc. Dimension
Bracket
(Typ.) ..
36
Ana&
C14
.
W °
8" Min
°'
4." (Typ.)
Street
Sidewalk
Side
Side
5 2'
Pedestrian
Signal (Typ.)
Ty J Pole
YID
(Min. Min.)(Typ.)
0
25 Mas Arm
edestrian
Not To kale
to
Push Button
Handhole,
Sidewalk
Side (Typ.)
NOTES:
Street
Sidewalk
1. There shall be a minimum of 17" clearance between the
Side
Side
surface of the pavement and the bottom of each signal
head back plate mounted on the mast arm.
YID e Q Pole
2 . A maximum of 2 signal heads (1 —Q, 1 —F) may be
2' Mast Aria
installed on the 2 mast arm as shown.
Not To Scale
3. Most arm dimension measured from center of upright to
tip of most arm.
4. The Designer shall provide additional structural analysis
for an deviations from the dimensions shown which will
result n increased structural loading.
g
APPRPWD FOR DISTRIBUTION:
wN o
STANDARD DETAIL
DETA
9 / 9 /200 5
„� ”
i 7
MAST ARM M L A a DIN DETAIL
ann, P. E., Date
Ke it h .
_
nM1} L
TYPE J AND Q POLE WITH 25 FT. MAST ARM
730
Acting Town Engineer
0 :
Varies
(5' Min.)(TYP•)
36"
Regulatory Sign
(36" x 36 ")..
Max Dimension
MID.)
z
O
W r ..
Street
Side
Type E Pale
20' M ast Arm
Not To kale
Video
Detector
(TYP • )
0'
(Min.)
Sidewalk
Side
Bottom of
36 Bracket
STREET NAME
EVP Confirmation
Beacon (Location s-
Varies) (Typ.)
o
z
w
O
W ■� w
Street T
Side
Type F Pole
20' Mast Arm
Not To Scale
..
LO
L
.5' (Typ.)
Pedestrian
Signal (Typ.)
/
Push Button
—Handhol,
Sidewalk
Side (Typ.)
Sidewalk
Si de
NOTES:
1. There shall be a minimum of 17' clearance between the
surface of the pavement and the bottom of each signal
head back plate mounted on the mast arm.
2. A maximum of 1 signal head (1—Q or 1 —F) may be
installed on the 2O mast arm as shown.
3. Most arm dimension measured from center of upright to
tip of mast arm.
4. The Designer shall provide additional structural analysis
for any deviations from the dimensions shown which will
result in increased structural loading.
APPROVED FOR DISTRIBUTION: 4�
� n
o
9/9 /2005 38119
SCOTT A.
Keith E. Brann, P. E., Date
Acting Town Eng ineer
NOTES:
1. All cabinets, contr an poles Loop Mast Aran Pole (Typ.) NOT TO SCALE
shall be ' located outside the No. 7 Detec ors
roadway clear zone unless directed Pull Box 1 -3' (Signal/Lighting Conductors)
otherwise by the Town Engineer. 1 -2Y C (Balance of Cables) (Typ.)
2. Pedestrian Pushbutton Assemblies / No. 7 T 'A' Or T ype ' Pole
`ENEM
shall be spaced a -minimum of 10 _ � ,,_ ,,,�, ,_ � � _ „_ _ Pull Box l
feet apart if more than one �' "'— �' ME — " - — - —� —
assembly is located on each MENEM WOMEN , --. - ��— MENEM No. 3 Pull
quadrant the intersection. 1-4 "C � Box (Typ.)
II
with 3 -1 1 " interducts , I... :Cond-uit l I '� — Loop
Electrical Service
I (Comm.) II
Detectors
II ! I
Point (Location I 2-�4" Min. (signals) Size As Required
Varies) No. 7 with Extension�(Comm. 1Y"min). 200' Max.
�I ) pacing Between Pull
I I
(Typ.) 2 -4 '0 M' Boxes. T Pedestrian I in (Signals) II (Typ.)
Pushbutton I I 1-4 I I
Post (Typ.) I with 3 -1 interducts
(Comm.) II
Conduit size and I
Raised Median (Typ.)
Buried Depth Below I ' No. 7
Finished Grade Per 2-�4 "C Min. (Signals) Pull Box
Electrical Utility II •
4 C Home R (Typ.) TES Continued).
I Requirements. 3. The final location and placement of all
I with 3-1 1 /4 " I I I Pull Box controller and service cabinets shall be
interdu cts (No. 7 With Extension) I
Communication
II I I inspected and approved by the Town
I (Comm.) I Engineer prior to the Contractor Darin g
Telephone Drop En � g p p
I 2-4"C Min. (Signals) I foundation. Nommo
1— ,,,, I I Pull ox
(No. 7 With 1 -4 E 4. The location of Controller and Service
(Comm.) Loop �� I I 1 Cabinets be of th ht
Detectors x t ens�on) with 3 1 „ � . nterducts s s e outside e si 9
(Typ.) (Comm.) II visibility triangle and only as approved by
the Town Engineer prior to construction of
Intermediate Pull � — �. — —M �
foundations.
Box If Required . � � ,,,,� _ , , _ , ,
By The Utility. �� 1 2 "C (Comm � r The 5- placement of conduit shall conform to
I .)
the trenching and /or hack and boring
. el Per Electrical UtElaty l " � requirements of the Town Engineer and the
Requirements. � 1 -2 No. � "
— )P T C Pima Count of Tucson, Standard
0 Electrical Service 3 4. C � � (yl�•) Pull Box specifications for Public Imp rovement"
Conductors only in
this conduit run. Controller 2003 Ed.
Cabinet I I 1 -2Y" (Typ.)
PO C Loop
UPS /Meter 1- 1 -3 "C
Pedestal (service) Detectors
(Lighting)
APPROVED FOR DISTRIBUTION: , STANDARD DETAIL DETAIL N0:
la /D /DD „ , y TOWN OF MARANA
WE LESM ... 11,1ARA 730-701
Keith E. Brann, P.E. Date ......................... -. TYPICAL TRAFFIC SIGNAL CONDUIT SCHEMATIC
Town Engineer .,, ._ . ► .,',,;. �_... ___ _ _
See Traffic Signal
Wiring Schematic
Detail for cable
connectivity to pales.
No. 7
Pull Box
1 -20 Conductor
IMSA 19-1 Cable
No. 7
Pull Box
1-16 Conductor See Typical
IMSA 19-1 Cable Corner Detail
NOTES: Iypical Corn,
1 Splice permitted only at designated splice
locations as shown on, this plan. Each signal
cable as shown shall be continuous and
unspliced between the controller cabinet and the
corner where it is terminated.
Provide 1 wrap of slag (5' min.) for each signal
cable at intermediate median pull boxes. (Typ.)
Provide 2 wraps of slag (8' min.) for each
signal cable passing through this pull box. (No
splices permitted)
4 Provide 1 wrap of slack (5' min.) for all signal
cables terminating in this pull box.
Terminate 4, 7, 16, and 20 Conductor IMSA 19-1
cable in VC on the Ped. Post, Type "A ", Type
"G", Type "Q ", or Type "R" pole on corner.
Provide 2 wraps of slack (8 min.) in adjacent
pull box.
Provide 1 wrap of slack (5' min.) for each signal
cable passing through the home run pull box
(No. 7 with extension).
7 Terminate Video Cable (RG59 Cable, sheilded),
Data Cable (18AWG, Sheilded), and Power Cable
(3-12AWG CC) at Video Camera on pole
designated by Project Plans or Town Engineer.
APPRO FOR DI IBUTION:
/20/2006
Keith E. Brann, P.E., Bate
Town Engineer
Typ.
To Video
Camera
Con troll eL / /\/
Cabinet
1 -4,7, and /or 16
)n,ctor JMSA 19-1 Cable
c
-a
a�
M
v
Typ.
C �
J
NOT TO SCALE
No. 7
Pull Box
LEGEND:
0 Type "A" or Type "G" Pole (TYP.
0 L�ocatian).
Sealice Location in Pull Baas Only
—1 -20 Conductor VC VehiaAar TexT real C=PatTwt
IMSA 1 -1 Cable
1-16 Conductor
IMSA 1 -1 Cable 4
Splice
Location 1
MID.)
Home Run
Pull Box T yp.
No. 7
Pull Box
1-16 Conductor and
1 -20 Conductor
IMSA 1 -1 Cable The Engineer may change these requirements
at any time to ft project requirements.
Wreath Receptacle
*
1-20 Conductor, IMA 19 -1, shall run from the Mast Arm Pole Assembly (Typ.) 7
controller c abinet to the pull box on the
adjacent corner of the Type "R" and "Q" Poles
unspliced.
2 5
•- I
EVPE I
Beacon 2
II I Outboard Inboard
JR19 �F No Splices Permitted
In Median Pull Box.
No. 7 Provide 5' slack in all
Pull Box cables.
* 1--20 Conductor
IMA 19 -1 Cable
NOTES:
Install 1--4 conductor (IMA 19 -1) cable continuous
and unspliced as shown to each of the following:
• Pedestrian Pushbutton
Grounding Outlet Receptacle
Install 1 -7 conductor (IMA 19 -1) cable continuous
and unspliced as shown between each of the following:
- The No. 7 Pull Box and the Outboard Vehicular
Signal.
• The No. 7 Pull Box and the Inboard Vehicular Signal.
-The No. 7 Pull Box and the Sidemount Vehicular
Signal.
-The VC and the Far Left Mounted Vehicular Signal.
• The VC and the Nearside /Right Turn Overlap
Vehicular Signal.
• The No. 7 Pull Box and the Pedestrian Signal Head.
`The VC and the Pedestrian Signal Head /PPB.
APPROVED FOR DISTRIBUTION:
9/9/ 2005 scow A.
LESKA
Leith E. Brann, P.E., Date
Acting Town Engineer
2
- Pedestrian Signal
Head (Typ.)
3 "' Conduit 1 2 1 � 5]
• 1 -4 Conductor. Terminate at each Ped. Pushbutton (PPB).
• 1 -4 Conductor. Terminate at each Wreath Receptacle.
9 1 -7 Conductor. Terminate at each Pedestrian ignal Head.
_
1-7 Conductor. Terminate at each Vehicular Signal Head.
• 2 -No. 12 AWO XHHW Conductors. Terminate at EVPE Beacon.
*Lighting conductors
No. 7 Pull Box
All Splices In Pull Box
2 2" Conduit
1Y2" Conduit
idemount L Voltage_ - - -- - �- - - -- -
EVPE Gables and � 1
Other Cables " conduit 4
• 1 -1 Conductor. (Controller to V)
• 1 -4 Conductor. ( to Receptacle)
� for Type " Pole only.
1 4 1 16 conductor �
IMA 1 -1 Cable Wreath Receptacle
Assembly (Typ.)
TYPICAL 2 Type "A" or "O" Pole
INTERSECTION 2
CORNER C.)
NOT TO SCALE
PC Nearside /Right
Far Left and 2 Turn Overlap
Nearside /Right-
Turn Overlap 2 Pedestrian
Pushbutton
F3] Conductors to median shall all be spliced in the pull LEGEND: (T
box on the adjacent corner in the clockwise VC Vehicular Terminal om artment
direction from the median. P
1E Install 1 -16 conductor (IMA 19 -1) cable continuous RPC Pedestrian Terminal Compartment
and unspliced as shown between V (at type "A" or
"G" pole) direct to controller. splice Location in Pull Box
5 2 -No.12 AWO XHHW stranded white and blue NOTE: Quantity of cables may vary
conductors for EVPE beacon. Route beacon based on actual field conditions
conductors direct to splice at No. 7 pull box. or as directed by the Town
Engineer.
Q ° ' STANDARD DETAIL DETAIL NO:
7 TOWN OF MARANA
41, w 7 7
TRAFFIC SIGNAL WIRING SCHEMATIC
120 DATE: 9/9/05 1 REVISED: ISHEET 1 OF 1
WIRE LAYOUT
Not To Scale
6 '
18"
m�
Pull Box
Curb or Curb
and Cutter
Out 3" Y to
Locate Conduit
6 �
0.—
rr) .
20" Rod. (min.) 20" Rod. (min.)
DD Sweep 45 Sweeps
1 ,' P. Vi O.
WITH CURB AND GUTTER
Not To Scale
- 8' Min.
w i
See NOTE
Y4 W i d e X 2"
Deep Slot
y y' 45
SAWCUT LAYOUT
Pull Box
w �
rolm
20" PI Rod. (min.) "' 1 P.V.O.
DO Sweep 3
WITHOUT CURB AND GUTTER
Sealant
Type I (3M)
K
CIq
Patch
End of PVC Conduit Existing
- At The Edge of PCC or A
Pavement
Sealant
Type 11(3M)
Finish Course
Edge of Of Overlay
Pavement�a
\— En d of P.V.O.
Conduit
20" Rod. (min.)
45` Sweeps
Not To Scale Not To Scale
NOTES:
1. Sawcut across corners at a 48' angle to minimize sharp 4. loops shall be installed in accordance with
angles in loop run. the requirements of Detail 2 when an overlay
2. One loop detector shall be installed per lone and it or top course is installed /constructed.
shall be located in the center of the lane. 5. No splices permitted in loop wire.
3. Loops shall be installed in accordance with the 6. Any pull boxes installed along an uncurbed
requirements of Detail 1 when there is to be no roadway shall be installed adjacent to, but
additional surfacing. not within, the shoulder.
APPROVED FOR DISTRIBUTION: �� �w" o, STAND
9/9/005
7
K E. Brann, P.E ° ' . a` RRA X 6' U
. ►s
'
. � Data
Acting Town Enginee 0 N IZOS DATE; 9/9/05
.
.0
Lei
Existing—'
PCC or AO
X Sawcut
a �
A - -
-- 9
• • - 'Q
Not To Scale
4 • - -
�" 4 - --
4 Sawcut
7. All pull boxes shall be located on the
Project Plans with Station and Offset
call —outs.
4 turns in
Y 4'p Wide X2 "'
Deep Slot
WIRE LAYOUT
Not To Scale
As Specified p'
..
r�
P
Curb or Curb
and Cutter —,
Cut " Y to
L ocate Conduit
6"
+# SLa
Pull Box b
20" Rad. (min.) 20" Rad. (min.) 1
90 Sweep 45* weeps -
1 P. V.C.
WITH CURB AND GUTTER
Not To Scale
V Min.
See N OTE 6
Pull Box
Ift
❑ •-
See NOTE 1
Bar
On Road
20" Rad. (min.) 1" P.V.C.
90' Sweep
Sealant
R
�4 Sawcut
TrI
a 4
Patch
End of PVC Existing
Conduit At The PCC or AO
Edge of Pavement D ETAIL 1
Not To Scale
Sealant
Finish Course
Edge of Of Overlay
Pavement
" — End of P.V.C.
Conduit
20" Rad. (min.)
45` Sweeps
c
Exi
PCC or AC
Pavement
Surface
"-X" Sawcut
Not To Scale W11H
CUR13 AND GUTTER
Not To Scale
NOTES: Not To Scale
1. Sawcut across corners at a 45' angle to minimize sharp 4.
Loops shall be installed in accordance with
7. All pull boxes shall
be located on the
angles n loop run.
i
0
the requirements of Detail 2 when an overlay
Project Plans with
Station and Offset
or top course is installed /
call —outs.
2. One loop detector shall be installed per lane and it
shall be located in the center of the lane. 5.
No splices permitted in loop wire.
3. Loops shall be installed in accordance with the 6.
Any pull boxes installed along an uncurbed
requirements of Detail 1 when there is to be no
roadway shall be installed adjacent to, but
additional surfacing.
not within, the shoulder.
APPROVED FOR DISTRIBUTION:
STANDARD
DETAIL
DETAIL NO:
9 /9 /2005
�fY/�
./�.�IT
"
}. 'RIM
q "� w 7
PREENS LOOP DETETRD—
i
Ke ith E. Bran n, P.E. Date
i i
Acting T own Eng ineer
•xaN %3
1 z
DATE: 9/ 9/05
REVISED:
SHEET 1 F
O 1
i4 TYIUV n
Deep Slot
SAW UT LAYO
'p N N
Cn
04 07 Ch�D
NOT TO SCALE
==r:��A 06 Ped
PE �06
Ch C� �01
Main
Street � 00
05 PE
02 Ch A
02 Ped
Y rr
PE
Ch B 03 08
C: Q) N
02 05 PE
Ch D
NOT TO SCALE
=)A 04 Ped
PE � ��4
Ch c Side
��/ � � � —�� Street
03 >- Ch N cp
0$ ---� SL Ch A
08 Ped
Y
PE
Ch B 01 06
EAST /WEST PREEMPTION CHANNELS NORTH /SOUTH
MAIN STREET PE Channel A = EB Preemptor 1 MAIN STREET
PE Channel B = SB Preemptor 2
PE Channel C = WB Preemptor 3
PE Channel D = NB Preemptor 4
APPROVED FOR DISTRIBUTION:
. e� 10/14/00
K E. Brann, P.E., Cate
Acting Town Engineer
4 Tenon
f
I
I
4
4
I
I
I
I
I
I
I
I 1
TYPE MU T
Not To Scale
E:1
MOUNTING
DRIENTATION PLAN
Not To Scale
0 Tenon
ii
MOUNTING
ORIENTATION PLAN
Not To kale
APP OVEb FOR DISTRIBUTION.-
r
9/9/2005
TYPE I M
* Standard Details for Public Improvements COT /PC 1994 edition
4 As Shown On
Min. Pole Schedule
- - - -- - -_ --------
I I�l
I 1 I I
III 111
Drill 31 Hole Thru Pipe
Horizontal to Pavement (Typ.)
_ — _7 -- NOTES:
up
2.
All mounts shall be used
with polycarbonate
vehicular traffic signal
heads only.
V' x 4" Steel BoIt 2 x 6" Standard Black
With 2 Nuts And 2 (Heavy Wall) Horizontal
Washers (alv.) to Pavement
TENON DETAIL
Not To Scale
All materials shall be
black.
Keith E. Brann, P.E., Date
Acting Town Engineer
TYPE 11 MOUNT
Not To Scale
TYPE II MOUNT
LIST OF MATERIALS
Itm.
Qty.
Description
1
2
Ornamental C a See T.S. 10-1-6)*
2
2
Conduit Locknut.
1
12" Signal Head. See Plans.
4
2
Attaching Washers W/3— UNC x 3 Carriage
Bolts and Nuts.
1
Flat Washer.
B
1
Neoprene Washer.
7
1
Elevator Plumbizer. See T.S. 0.2
B
1
Lock Washer.
* Standard Details for Public Improvements COT /PC 1994 edition
4 As Shown On
Min. Pole Schedule
- - - -- - -_ --------
I I�l
I 1 I I
III 111
Drill 31 Hole Thru Pipe
Horizontal to Pavement (Typ.)
_ — _7 -- NOTES:
up
2.
All mounts shall be used
with polycarbonate
vehicular traffic signal
heads only.
V' x 4" Steel BoIt 2 x 6" Standard Black
With 2 Nuts And 2 (Heavy Wall) Horizontal
Washers (alv.) to Pavement
TENON DETAIL
Not To Scale
All materials shall be
black.
Keith E. Brann, P.E., Date
Acting Town Engineer
TYPE 11 MOUNT
Not To Scale
TYPE III MOUNT
LIST OF MATERIALS
6
I
I
TYPE III MOU NT
Not To Scale
TYPE IV MOUNT
Not To Scale
1_
t
MOUNTING
ORIENTATION PLAN
Not To wale
MOUNTING
-- .--- ..._....O R I E N TAT I „U P LA N
Not To Scale
APPROVED FOR DISTRIBUTION:
9/9/2005
Keith E. Brann, P.E., Date
Acting Town Engineer
Itm.
Qty.
Description
1
1
Pole Top Mounted Terminal Com artment. T.S. 10 -4 -2*
2
1
Ornamental Cap. T.S. 10-1-6)**
3
1
1Y2" Center Pie * **
4
1
90' Elbow, Drill & Tae for Setscrew.
1
1Y2" Pipe Nipple, 12 " Long For Pedestrian &
Signal Heads.
6
1
90' Elbow.
7
1
Flat washer.
8
1
Neoprene Washer.
9
1
1Y2 "Pi Ni le, 12" Lon
10
2
1 ]" Lock Nipple See Note 1.
11
1
12" Signal Head. See Plans.
12
1
90' Elbow With Locking Device. T 10-1 -2 **
13*
1
1Y2" Pie Nipple, 1" Long.
14*
1
1Y2" Pipe Nipple, 9 1/2"' Long for Ped. Signal,
For Illuminated Message Units Use 23%" x 1Y2" Pipe.
1 *
1
1Y2 " Pi Nipple, 121 Z2" Lon
** Standard Details for Public Improvements COT /PC 1994 edition.
* ** Nipple length shall be determined by Contractor to ensure a correct
fit for the type of vehicular traffic signal head being installed.
NOTES:
1. Lock n } fipple length shall be 1 4'"
for 12 heads.
2. All materials shall be black.
TYPE IV MOUNT
LIST OF MATERIALS
ltrn.
oty.
D escription
1
1
Terminal Compartment For Side Mt See T.S. 10 -4^ -1 **
2
1
Ornamental Ca . See T.S. 10-1-6)**
3
1
1Y2" I.D. Fie * **
4
1
1)�" I.D. Pipe, 90' Elbow.
5
1
1Y2" I.D. Pipe N le, 4Y Long.
8
1
1Ya" I.D. Pipe Nipple, 24" Lon
7
1
1Y" Lock N See Note No. 1.
8
1
Flat Washer.
9
1
Neoprene Washer.
10
1
12" Si nal Dead. See Plans.
11
1
90' Ell With Locking Device. T .S. 10 -1 -2 **
12
1
1" I.D. Pie 90` Elbow, Drill & Top For Setscrew.
1
Y" x 2" Galvanized Steel Bolt 13—UNC With Flat
Washer and Lock Washer.
14*
1
1x" Pipe Nipple 9" —For Pedestrian Signal Units
Only. For Illuminated Message, Use 25" Pipe
** Standard Details for Public Improvements COT /PO 1994 edition.
* ** Nipple length shall be-determined by Contractor to ensure a correct
fit for the type of vehicular traffic signal head being installed.
Mast Arm
NOTES:
1. Lock nipple length shall be 1 for 12" heads.
2. All materials shall be black.
Not To Scale
APPROVED FOR DISTRIBUTION:
9 /9/2005
Keith E. Brann, P.E., Data
Acting Town Engineer
TYPE V MOUNT
Not To Scale
MOUNTING
O RIENTATI ON P
17
7 �
6
18
19
The above
items are to
be used in
place of the
items shown
at right for
"F" Head
combinations
only.
NOTES:
1 . Direction of bracket
arms are determined
at the Project Site
and on the Project
Plans. Directional
mounting orientation
of vehicular traffic
signal heads may
differ from what is
shown, See Project
Plans and Project
Site for desired
orientation.
APPROVED FOR DISTRIBUTION:
TYPE V1 MOUNT
Not To kale
All materials shall be
3. black.
Mounting orientation may
4. differ from what is shown.
See Project Plans and
Project Site for desired
orientation.
LIST OF MATERIALS
Itm.
Qty.
Description
1
1
Terminal Compartment Foie T Mt See T.S. 10 -4 1 **
2
2
1" I.D. Pie Nipple, 12" Long.
3
2
90' Ell With Looking Device, (See T.S. 10-1-2)**
4
4
1 Look Ni le, See NOTE Na. 1.
8
2
12" Signal Head. See Plans.
Neoprene Washer.
7
2
Flat Washer.
8
1
1" Pie Cou2ling, As Required.
9
1
1)!�" Pie Nipple * **
10
1
1h"' Center Pi e * **
11
2
90' Elbow, % ".
12
2
1 Pie Nipple, 12 " Lon ,
13
1
Pie Tee, gill & Ta for Setscrew,
14*
2
'IN' Pie Nipple, 12" Lon2 For Ped. Signal Heads.
18*
1
1" Pie Ni le, g" Lon For Ped. Signal Heads.
16*
2
1" Pie Nipple, 12" Long For Ped. Signal Heads.
17
1
Conduit Lock Nut. For 'F' 'R' Combination Onl
18
1
1" Pipe Nipple, 3" Long. (For 'F' & 'R' Combination
Onl
19
1
Malleable Hex Nut. For '1 =' & 'R' Combination Onl
** Standard Details for Public Improvements COT /PC 1994 edition.
* ** Nipple length shall be determined by Contractor to ensure a correct
fit for the type of vehicular traffic signal head being installed.
NOTES (coat.):
2. Lock nipple length shall be
1 for 12" heads.
Keith E. Brann, P,E., Date
Acting Town Engineer
J . b� rN A Tr_ 11 /f1 /AC P'tirt n^r-r%
18
8
19
20
The above
items are to
be used in
place of the
items shown
at right for
"F" Head
combinations
only.
NOTES:
1. Direction of bracket arms are
determined at the Project Site and
on the Project Plans. Directional
mounting orientation of vehicular
traffic signal heads may differ from
what is shown. See Project Plans and
Project Site for desired orientation.
TYPE VII MOUNT
Not To kale
APPROVED FOR DISTRIBUTION:
- /z9J x/9/2005
Keith E. Brann, P.E., Date
Acting Town Engineer
** Standard Details for Public Improvements COT/PC 1994 edition.
* ** Nipple length shall be determined by Contractor to ensure a correct
fit for the type of vehicular traffic signal head being installed.
MOUNTING
ORIENTATION PLAN
Not To kale
NOTES (Cont.):
2. Lock nipple length shall be
and 1 K" for 12" heads.
3. All materials shall be
black.
4. Mounting orientation may
differ from what is shown.
See Project Plans and
Project Site for desired
orientation.
Not To Scale
NOTES:
1. Lack nipple length shall be and 1 %"' for 12" heads,
2. All materials shall be black.
3. Direction of bracket arms are determined at the
Project Site and on the Project Plans. Directional
mounting orientation of vehicular traffic signal heads
may differ from what is shown. See Project Plans
and Project Site for desired orientation.
APPROVED FOR DISTRIBUTION :. na
2! k - 9/9/2005 W119 + 1
soon A.
Keith E. Brann, P.E., Date
Acting Town Eng ineer '
•
LIST OF MATERIAL
Itm.
City.
D escription
1
1
Terminal Compartment Pole Tap Mtg.
See T.S. 10-4-1)**
2
1
Ornamental Cap. (See T. S. 1 --1-� **
_...
3
1
1 yep, Pipe ***
4
1
1Y" 90' Elbow, Drill & Tap For Setscrew.
5
11
1Y "I.D. Pi Nipple, 12Y2 "Lan.
%" Pie Tee.
7
2
90* Elbow,
B
2
Flat Was
1
Neoprene Washer.
10
4
1Y2" I.Q. Pie Ni le, 12" Long.
11
1
% Lack Nipple, See NOTE 1.
12
1
ix" I.D. Pipe Nipple * **
13
2
1 Coupling, As Required.
14
2
12" Signal Head. See Plans.
15
2
90' Elbow With Locking Device. See T.S. 10-1-2)**
10
2
1,Y2" l.D. Pie Ni le, 1" Long.
17
1
1Y" I.D. Pie Nipple, 12" Lon .
15*
2
1Y I.Q. Pie Nipple, 9/ Long. For Pe Si gnal Only.
19
1
Y�" x 2" Galvanized Steel Bolt 13 —UNC With Flat
Washer And Lack Washer.
0
1
Conduit Lock Nut. For 'F' & 'R' Combination Onl
1
1
1" I.D. Pipe Nipple, " Long. (For 'F' And 'R'
Combination Onl
22
1
Malleable Hex Nut. (Far 'F' & 'R' Combination
Onl
** Standard Details for Public Improvements COT /PC 1994
edition.
* ** Nipple length shall be determined by Contractor to ensure a
correct fit for the type of vehicular traffic signal head being
installed.
STANDARD DETAIL
rI I TYPE VIII MOUNTING ASSEMBLY
DATE: 9/9/05 1 REVISED:
DETAIL NO:
730 -90
SHEET 1 OF 1
MOUNTING
ORIENTATION PLAN
Not To Scale
Pole
TYPE IX MOUNT
Not To Scale
APPROVED FOR DISTRIBUTION:
9/9/2005
Keith E. Brann, P.E., Date
Acting Town Engineer
7
O
O
0
LIST OF MATERIALS
Itrn.
City.
Description
1
1
Pole Top Mtd. Terminal Compartment.
(T.S. 10-4-2)**
2
2
1Y2" Pipe Ni le, 8f, Long.
90' Elbow With Locking Device. (See T.S. 10- 1
4
8
1Y2'' Lock Nipple, See NOTES 1 & 3.
1" Si nal Head. See Plans.
1
1Y21' Pi a * **
7
3
Nea rene Washer.
8
3
Flat Washer.
9
1
1Y2" Pipe Nipple, 12 ' Long.
10
1
1)/2" Nipele, 12 " Lon.
11
2
1Y2" Cou lin , As Required.
12
2
1Y" Pi e Ni le * **
13
3
0' Elbow.
14
2
1 Y2" Pie Nipple, 8" Long.
15
1
Tee with Side Outlet, Drill & Tap For Setscrew.
1
1 1
1" I.D. Pie Nipple, 49" Long For Pedestrian Si nal.
** Standard Details for Public Improvements COT/PC 1994
edition.
* ** Nipple length shall be determined by Contractor to ensure a
correct fit for the type of vehicular traffic signal head being
installed. .
NOTES:
1. Lock nipple length shall be and 1/a." for 12" heads.
2. All materials shall be black.
3. Lock Nut is required in place of Lock Nipple when "F"
face face or R face are hung on same frame.
4. Direction of bracket arms are determined at the Project
Site and on the Project Plans. Directional mounting
orientation of vehicular traffic signal heads ma differ
from what is shown. See ProJ 'ec t Plans and Project Site
for desired orientation.
MOUNTING ORIENTATION PLAN
Not To kale
LIST OF MATERIAL
Itrn.
City.
Description
1
1
Pole Top Mtd. Terminal Compartm T. 10 -4 -2 *
2
1
Y2 " Pi * **
3
1
Elbow, 1Y ", 90', Reamed, Drilled, and Tapped
For Screw.
4
2
Ni 1Y "x14".
5
2
Elbow, 1Y , " , 90' (3 Required When Optical S
is Used.
2
Flat Washer.
7
2
Neoprene Washer.
S
4
1 Y 2 " Lock Nippl See NOTE 1.
9
2
12" 1 nal Head. See Plans.
10
2
Elbow, 1Y ", 90% With Locking Device.
11
2
Nipple, 1" x 14"
12
1
Pole Plate. T.S. 10-3-2)*
13
2
X " x 2" Galvanized Steel Bolt 1 With Flat
Washer and Lock Washer.
14
2
Close Nipple, %" x 1
15
1
Programmed Visibility Signal Asembl .
** Standard Details for Public Improvements COT /PC 1994
edition.
* ** Pipe nipple length shall be determined by Contractor to
ensure a correct fit for the type of vehicular traffic signal
head being installed.
r
IWO �1
NTATiON PLAN
D Scale
NOTES:
1. Loch nipple length shall be and 1 - Y4" for 12" heads.
2. All materials shall be black.
3. Direction of Bracket arms are determined at the Project
Site and on the Project Plans. Directional mounting
orientation of vehicular traffic signal heads may difer
from what i J shown. See Project Plans and Project Site
for desired orientation.
APPROVED FOR DISTRIBUTION: a$
9/9/20051,19
SCOW A.
Keith E. Brann, P.E., [date
Acting Town Engineer .,�. .
Manual Bypass
(Test Blocks)
With Sealable
Cover 1
Meter Section 1
Sealable 1 1
Padlock Hasp---�,Q
P. E. Oeli
Window
0
LO
Latch
Load Center
Circuits
w
Customer -
Section
35"
ftd
FRONT VIEW
Not To Scale LESS DOOR, DEADFRONT, AND COVER
Note* Not To Scale
1. Load service calculations shall be provided and shown on the
plans.
2. Single line electrical service diagrams to shall be shown on
plans.
APPROVED FOR DISTRIBUTION: a, v N
9/9/2005„
scow
K E. Braun, P.E., Date ��► 9 °����Fry`��Frry�,W�u 7
Acting Town Engineer • 0 N " ' P1
SIDE VIEW
Not To Scale
Utility
Landing
Lugs
Removable
Utility
Access
Cover
With
Padlock
Padlock
Hasp
- mand Reset Cover.
aged, Padlockable, and
alable With Meter
ading Window. Hinged Hood
24"
Meter Safety
Socket
Removable
Meter Socket
Cover
FRONT VIEW
1 » %
so 1 gy4y�
T 11
L
IBattery l
ISpace I
L , J
Thermostat
- —
and Fuses
IB atte ryl
ISpace I
E
L_
— — `a n
bower
F—
—
IBatteryl
Back
ISpace I
UPS
ICS�oo
L i
L--J
F — -1
I=an
04�
IB
Neutral
ISpace I
L
P TS
Bar
_ _
—
..� - QQa Lo u .
Manual Bypass
(Test Blocks)
With Sealable
Cover 1
Meter Section 1
Sealable 1 1
Padlock Hasp---�,Q
P. E. Oeli
Window
0
LO
Latch
Load Center
Circuits
w
Customer -
Section
35"
ftd
FRONT VIEW
Not To Scale LESS DOOR, DEADFRONT, AND COVER
Note* Not To Scale
1. Load service calculations shall be provided and shown on the
plans.
2. Single line electrical service diagrams to shall be shown on
plans.
APPROVED FOR DISTRIBUTION: a, v N
9/9/2005„
scow
K E. Braun, P.E., Date ��► 9 °����Fry`��Frry�,W�u 7
Acting Town Engineer • 0 N " ' P1
SIDE VIEW
Not To Scale
Utility
Landing
Lugs
Removable
Utility
Access
Cover
With
Padlock
Padlock
Hasp
- mand Reset Cover.
aged, Padlockable, and
alable With Meter
ading Window. Hinged Hood
24"
Meter Safety
Socket
Removable
Meter Socket
Cover
FRONT VIEW
1 » %
so 1 gy4y�
Not To kale
APPROVED FOR DISTRIBUTION:
9/9/2005
K E. Brann, P-E,, Date
Acting Town Engineer
ale
r
ground Rod
To control
cabinet
3' )
Street Light circuit
(3 I: )
Note*
Pedestal enclosure Minimum clearance
exceeds base by 1)�" 38 „ regd. per NEC
Each side, and 2" in 110 -18, typical
front. front and back.
I
B atter
I Space
I 1 I
I
29 Y4 731 10 3110
Recommended— Recommended
Side
Ground Rod
Location clearance
PLAN VIEW
Not To �,��,�._ --
S cale
1 /2 " -13 or
5/8 " -18 Bolts
Supplied With Base
Foundation
"Min. Dimensions and
Depth Per Job
Specifications
or %
Anchor Bolts
As Required
Not To Scale
.
PEDESTAL PLAN VIEW
- M Q. -UNTIN G SLOT DETAIL
M11L;F1U( ❑UI L
Installation Use
1/2"'-13 Bolts Or
5/8 "-18 Bolts
F RONT VIEW
See NOTE 1
Bee NOTE 3
FRONT V IEW
LIST OF MATERIALS
Itm.
Qt
Description
1
1
Signal Mast Arm See Plan
2
1
1'%" Bandin
1
Pelco Atro Mini --Bran Band Mount
AB-- 0121- 42 —NPT Or Approved Equal
4
1
1 Chase Nipple Black Pipe
5
1
. '1Y2 1" Reducer Black Pi e, Painted Black
6
2
12" Chase Nipple Black Pipe
7
1
1" Conduit Body D St e
B
1
Fla Beacon, Bee Note 1
9
1
1"-% Reducer
10
1
3Z4 Pie Nipple, " Lon
11
1
3/4" 90' Elbow
12
1
34 "Pie Nipple, 3 "Lon
13
1 1
Optical Detector
Tap and Drill
Hole in Mast Arm
See NOTE S
NOTES:
1. North South pre— emption: Use clear beacon.
East West preemption: Use blue beacon.
Whelen part No. IS32201 or approved equal.
2. Face plate shall face away from approaching traffic.
See Bide View
3. Conduit body shall be primed and then painted black.
4. 2' minimum spacing from any other penetration into
mast arm.
SIDE VIEW
..,,,......._.., --
Not To Scale
APPROVED FOR DISTRIBUTION:
9/9/2005
Keith E. Brann, P.E., Date
Acting Town Engin
Not To Scale
LIST OF MATERIALS
Itm.
City.
Description
1
1
Camera Mount
1
camera
1
Luminaire Most Arm
4
3
Bandin
8
1
chase Ni le Black Pi e
1
Gasket
7
1
Plastic Washer
8
1
Bolt
9
1
CCTV Cable Per Manufacturer Requir
m Gl-kr% r I G rr
Not To Scale
Ll
APPROVED FOR DISTRIBUTION:
/ x/2005
Keith E. Bran n, P. E,, Date
Acting Town Engineer
vI III %J1 I%J i % av iZ
diameter hole in
Luminaire Mast Arm.
V) u
`v
3
� a
0 v
PLAN VIEW
rUC'►IAT1r nDICw1TAT1nk1
0
FRONT VIEW
.............-- -
Not To Scale
SIDE VIEW
Not To Scale
APPROVED FOR DISTRIBUTION:
I ��e 40e
/ /BOO
Keith E. Bran n, P.E., Date
Acting Town Enginee
LIST OF MATERIALS
Itr.
City.
Description
1
1
Steel Receptacle Cover
Red Dot CK MCV
�
Approved Equal
2
1
steel Rice tacle Base
1
Gasket
4
1
Grounding Outlet, 2 —Pole, —Wire 1
Amp-125 Volt Rated Capacit
1
Outlet Box, Red Dot 14252 Or Approved Equal
G
1
Wreath Mount
7
1
Wreath
S
3
Bandin
1
1" Chase Ni le Black Pipe
10
1
Poly See Plans
BACK VIEW ASSEMBLY
Not To Scale
LO
col
NOTES:
See NOTE
1. Drill and tap hole for chase
nipple. Orientation as shown.
2. Provide No. 12AWG-3 Conductor
Standard SJ Cord Between
Receptacle and Adjacent Pull
Box.
Direction of Traffic
P EYV
SNEAl
� 97,
b ,
tiff' �
SIMUEf
L
OOTIN
99
O
x4 - TOP AND B 0 .'..._I.O M
OTTO M NOT ATTACHED _
OST, ONI r S� - IEAT, HIND
DPE TOP of COCRF.l_F I.0 1/4"
ROV0E_ GRAVEL FOR DRAINAGE
NOT TO SCALE
I APPROVED FOR DISTRIBUTION:
Keith E. Brann, P.E.,
Town Engineer
48"
42"
2 g99
699
11 2
4- 16d
(TOP RAIL.
1 2x4
\I FAUE
APPROVED FOR DISTRIBUTION:
Keith E. Braun, P.E.,
Town Engineer
nai En
ple
XA e i
ti n
89
1_LY A.
ORALS
e � Signed
P'
RR 'ZONA 0
�XR D-j 2L)lz
, DESIGN NOTES
1. SHEATHING TO BE 2" EXTERIOR GRADE PLYWOOD
2. POSTS ARE 6 "X8" D.E. NO 1 PRESSURE_ TREATED.
3. - I - HREE INCH DIAMETER HOLES TO BE DRILLED
PARALLEL TO SIX INCH SIDE OF POSTS PER DETAILS
4. SIGN PLATES ARE ALUMINUM SHEETING,
RETROREFLECTIVE WITH MUTCD T`A'PE 68 LETTERING
5, SIMULATED BASE SHALL NOT HAVE ANY FIXED
MOUNTING AT OR BELOW BREAK AWAY HOLES
6. FRAMING FOR SIMULATED BASE SHALL BE 2x4 D.F. NO
2 PRESSURE TREATED LUMBER
7. CONCRETE STRENGTH, "c ---- 2500psi (SPECIAL
INSPECTION NOT REQUIRED)
8. SOIL BEARING PRESSURE =1 500psf, S011_.- I._ATEERAL
BEARING PRESSURE-= 1 00psf PER 2006 IBC LABEL 1804.2
9 THE SITE DE SIGN IS NOT CONSIDERED SUBJECT - I . 0
WIND SPEED—UP EFFEC Kzt< , .0 A":) DEFINE IN SE.0 i ION
6.5.7.2 OF ASCE 7 05. ANY SIGN LOCATED WITHIN 125
FEET OF A 25 FOOT OR HIGHER HILL OR ESCARPVENT
MAY BE SUBJE( "T ]_O SUCH Ei��i�����ECTS AND SIGN REDESIGN
WOULD BE REQUIRED. CONTACT ENGINEER OF RECORD IF
FOG, SUCH EFFECTS ARE PRESENT. ,
10. PROVIDE GRADE SLOPE AWAY FROM BASE OF POLL--S.
11. IT IS RECOMMENDED TO REPLACE WOOD POSTS
EVERY FIVE YEARS DUE TO NORMAL CLIMATE EXPOSURE
2. ALL NAILING SHALL BE PER THE 2006 IBC TABLE
2304.9.1
13. SIMULATED BASE SFHALL NOT HAVE ANY 'FIX E D
MOUNTING AT OR BELOW BREAK AWAY HOLES.
L � WIND FACTOR CLARIFIc_A1ICN 03 .28.1 1
NOT TO SCALE
MARANA STREET STANDARDS DETAIL N0:
9 MA A Z� 7
WAYFINDING SIGN
DATE: 3/28/2011 1 REVISED:
740 -1
SHEET 2 OF 2
J 1 2
4 7"
3
I �_ ,_k / T i n