Appendix: Tables and Details

City of Noblesville Comprehensive Master Plan
Thoroughfare Classifications
Table A1

	Limited Access Arterials	Primary Arterials	Secondary Arterials	Major Collectors	Minor Collectors	Local Streets
						Urban	Rural
Applicable Streets	SR 37	SR 32, SR 38, SR 238, SR 19, Allisonville / 10th Street and Little Chicago/Haze l Dell	Union Chapel, Cumberland, River Road, Hinkle, 191st, and the 206th/ 209th/211th connection	As shown on the Thoroughfare Plan map		All not otherwise designated on the map and which do not meet the criteria for a Rural Road	See "Notes" below.
Functions	Transport s traffic between the community and the surroundi ng region	Transports traffic across the community	Main feeder street of the system.	Provide circulation between local streets and arterials		Provide access to individual properties
Distances from similar thoroughfar e	Varies	1½ - 2 miles	3/4 - 1 mile	1/4 - 1/2 miles	Varies	No more than 125 feet to any other thoroughfares
Minimum Right-of- way	Regulated by state	100 - 120 ft.	80 ft.	60 ft.	50 ft.	50 ft.	50 ft.
Maximum Pavement Width (measured from back of curb)	Regulated by state	60 feet, divided by 25 ft. landscaped median	60 ft.	44 ft.	32 ft.	20-32 ft.	20 - 24 ft.
Driving Lanes	Regulated by state	2 - 4 lanes	2 lanes	2 @ 12 ft.	2 @ 12 ft.	2 @ 11 ft.	2 @ 11 ft.
Parking Lanes	Regulated by state	Not permitted	Not permitted	2 @ 10 ft.	1 @ 8 ft.	1 @ 8 ft.	Not permitted
Design Speed	Regulated by state	35 - 45 mph	35 - 40 mph	30 mph	30 mph	25 mph	25 mph
Curb & Gutter	Regulated by state.	Required	Required	Required	Required	Required	*
Sidewalks	Regulated by state	Required	Required	Required	Required	Required	Required
Landscaping	-	Required	Required	Required	Required	Required	Required

 

Notes:   1)   Rural roads may be permitted in Open Space and Countryside areas, where average density is no more than one dwelling per three acres, and where runoff can be handled acceptably by surrounding topography.

   2)   Alleys may be permitted in higher-density area as described in the "Neighborhoods" concept. The right- of-way for alleys should be 16 feet.

*Curb and Gutter required within Noblesville corporate limits or in areas to be annexed.

(Ord. 13-3-01, passed 3-27-01)

City of Noblesville
Typical Street Sections
(Minimum Standards)
Table A2

Local Streets

(No Trucks Allowed)

   R/W = 50'

Pavement Width = 28' B/C B/C

Curb = 2' Rollback

Min Curb Radius = 20'

Minor Collector

(No Trucks Allowed)

   R/W = 70'

Pavement Width = 32' B/C B/C

Pavement Width w/Parking = 44' B/C B/C

   Curb = 6" Chairback

Major Collector

R/W = 80'

Pavement Width = 44' B/C B/C

Curb = 6" Chairback

Min. Curb Radius = 30'

6" Min. Underdrain Required

Arterial

R/W = 100'

Pavement Width = 60' B/C B/C

No Parking Allowed

   Curb = 6" Chairback

Min. Curb Radius = 30'

6" Min. Underdrain Required

Cross Section

1" Surface = #110/sys (LV) #11

3" Binder = #330/sys (LV) #8

9" Stone = #53 Type "0" Compacted

6" Min. Underdrain Required

Cross Section

1" Surface = #110/sys (LV) #11

3" Binder = #330/sys (LV) #8

9" Stone = #53 Type "0" Compacted

6" Min. Underdrain Required

Cross Section

1" Surface= #110/sys (MV) #11

2" Binder = #220/sys (MV) #8

6" Base #5 = #660/sys (MV)

3" Base 5D = #330/sys (MV) Compacted Subgrade

Cross Section

1 " Surface = #11O/sys (MV) #11 2" Binder = #220/sys (MV) #8

7" Base #5 = #770/sys (MV)

3" Base 5D = #330/sys (MV) Compacted Subgrade

*All asphalt pavements shall require a tack coat per the Standard Specifications Section 409.

(Ord. 13-3-01, passed 3-27-01)

Encroachment Information
Central Business District
Attachment A3

(This form must be completed before submittal to the Board of Works for approval)
Not to exceed 30 days from the date of approval.

Insurance Information: Minimum required in § 94.03(E) of this chapter

Company: ______________________________ Exp. Date: _________________________

Coverage: _____________________________ Policy #: __________________________

Bond Amount: __________________________

Diagram of the work zone with pedestrian or traffic control devices in place

Nature of work: ____________________________________________________________

Any items to be left on the premises over night? Yes No

       Dumpster Vehicle/Equipment Other _________________________

Adjacent businesses affected contacted? Yes       No

   If yes, concerns:_______________________________________________________

Location of Encroachment:

    Sidewalk (see below)    Alley Street

   * Parking Lane Roof   Building Face

Are utilities involved? Yes   No

   If yes, which ones and why? ____________________________________________

Approval of communication information

Board of Works approval   Date: __________

Police Department approval   Date: __________ Authorized by: _______________

Fire Department approval   Date: __________ Authorized by: _______________ 

Additional Requirements

Police __________________________________________________________________

Fire ____________________________________________________________________

The City of Noblesville Board of Public Works reserves the right in accordance with City Ordinance No. 58-10-98 to void this permit at any time if any item of the agreement is not met. Any and all penalties shall be enforced according to Ordinance No. 58-10-98 at the time of cancellation of the same permit.

Costs
Table A4

   The costs shown on this table are subject to change only at the approval of the city Board of Public Works and Safety.

 

Labor	$30.00/hour
Operator	$45.00/hour
Backhoe	$120.00/hour
Loader	$150.00/hour
Traffic Maintenance Cones Barricades Steel Plates	$10.00 each/hour $30.00/hour $50.00/hour
Vehicles Pickup Single axle Tandem	$50.00/hour $85.00/hour $100.00/hour

 

   This table does not reflect all costs or does it imply maximum charges that can incur with all penalties of this chapter. Material costs of asphalt and/or concrete are not listed due to price variations with vendors and quantities.

*A minimum of one hour will be charged on all labor and equipment.

(Ord. 13-3-01, passed 3-27-01)

Detail A5
Trench Backfill - Type II
Flowable fill detail
(Scale: none)

Notes:

   (A)   Trench spoil is to be removed from the work site and disposed of out of the right-of-way.

   (B)   Flowable fill is to be poured into the trench to serve as backfill to the dimensions and specifications listed in this detail.

   (C)   The flowable fill mix design shall have been previously reviewed and approved by the Noblesville Engineering Department.

   (D)   The compressive strength of the flowable fill shall not be less than 50 PSI nor greater than 100 PSI at 28 days.

   (E)   When type I trench backfill is used, the existing paved surface is not required to be over-cut two feet minimum each side provide a vertical, neat saw-cut edge.

   (F)   Flowable fill shal1 be mixed and placed as specified in the latest Standard INDOT Specifications Section 213.

(Ord. 13-3-01, passed 3-27-01)

Detail A6
Trench Backfill - Type II
Granular fill detail
(Scale: none)

Notes:

   (A)   Saw cut existing pavement so that cut provides a vertical, neat and uniform edge.

   (B)   Trench spoils to be removed from the work site and disposed of out of the right-of-way.

   (C)   Trench backfill type II shall only be permitted under the presence of an independent testing laboratory. Compaction tests shall be at the contractor’s expense. Test results shall be submitted.

(Ord. 13-3-01, passed 3-27-01)