Public Works structural submittals are generally required by the Drainage Study Approval letter for structures located within a public or private drainage easement. All plans and calculations need to be stamped, signed and dated.
Structural calculations and construction plans are required for items such as: Cast-in-place RCB’s or arches, custom drop inlets, transition structures, retaining walls, channels, headwalls, wall openings, collar connections & gabion baskets.
Note: Wall footing need to be within the easement if wall is. If wall is outside the easement, footing must be too. Structural review is not required for pre-cast items, but details must be added to the plan set for precast drop inlets, NDOT details or specialty items. Foundations for Cell sites located in the public right-of-way are also reviewed.
Note: Offsite Improvement plans are not accepted until the structural review is approved. Research on past structural reviews can be accessed through “
Document Image Search” under application type Drainage Studies and your record number (No PW).
Tracking for current reviews can be done through “
Citizen Access Link” using your record PW number.
Structural submittals are accepted after the approval of the drainage study or as needed for cell sites.
The fee is $750 (Covers 1st & 2nd Review). Subsequent reviews are $400. Additional fees will be assessed in $750 increments for multiple types of structures (as determined by the reviewer during first review).
- Submittal sheet
- 1 copy of Geotechnical Report (Stamped and Signed / Provide update letter if report is over 1 year old.)
- 1 set of Civil Plans (Cover, Grading, Details and Plan & Profile Sheets - Stamped, Signed and Dated)
- 2 sets of Structural sheets (Stamped, Signed and Dated)
- 2 sets of Structural Calculations (Stamped, Signed and Dated)
- Drainage study approval letter and copy of APPLANS
- Previous redlines to be included with a subsequent submittal
- Submittal sheet
- SLA (Site License Application) for sites.
- Letter of Explanation - explaining if it is a new site, new pole, new foundation or what is existing. Single site?
- 2 sets of calculations for the foundation using unrestrained conditions and listing the pole, proposed equipment with elevations and weights. (Stamped, Signed and Dated)
- 2 sets of plans including full construction drawings for the foundation, anchor bolts, base plate including concrete strength of 4500 psi and type V cement. (Stamped, Signed and Dated) Plans showing the pole (Indicating type and manufacturer) with callouts for the equipment and heights and base plate. (Stamped, Signed and Dated)
- Title sheet listing location of site Carrier ID# and SLA #, sheet index, scope of work, contacts, notes etc. If multiple sites; provide a chart with SLA number, Carrier ID number, Location ( N side Flamingo 200’ E of Paradise) and what option if there are options.
The following notes should be somewhere on the foundation sheets:
1. Structural design acceptance is valid only for pole foundations installed on leveled surfaces. Any foundation installed within (5ft) from a slope will require slope stability analysis and calculations with a separate structural review and fee. A geotechnical report will be needed for the review.
2. Sidewalks must be unobstructed and have an access of at least 4.0-ft from back of curb.
3. NEC Code to be followed.
4. Work to comply with Clark County Standard Specifications Drawings # 313, 316, 320, 320.1, 321 and any other applicable standard drawings. Standards can be found at http://rtcws.rtcsnv.com/mpo/streets/v4_streets_drawings.cfm.
Inspections shall be performed by an ICC certified inspector approved by Clark County; and employed by the owner/developer.
Provide special inspections in accordance with the 2018 International Building Code and CC Standard Spec 623 for the items listed below.
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- Concrete Strength- Continuous
- Welding
- Concrete Placement-Continuous
- Galvanizing
- Grout-Continuous
- Pole modification
- Reinforcing Steel Placement- Periodic
- Brackets
- Equipment Installation
5. The inspector shall submit a statement to the Owner/developer, Structural Engineer and Clark County Inspections indicating compliance with the plans and specifications.
6. Inspection of the fill around the ((street light foundation...) shall be provided at a frequency as necessary to ensure that proper fill and compaction is achieved. Compaction test for each lift shall be taken per CCAUSD 203.05.02.