Form Ce 1094 PDF Details

In navigating the regulatory landscape of construction and development, comprehending the function and requirements of the CE-1094 form emerges as a key step for stakeholders. This form operates under the auspices of the Department of Public Works & Engineering, specifically within the Building Code Enforcement Branch. It addresses the essential permit prerequisites for grading—a process entailing excavation or fill work on private property, as detailed in Appendix E of the Houston Adopted 2012 International Building Code, with its recent amendments. The form delineates when a grading permit—either for excavation or fill—is obligatory and segregates the types of permits into "Engineered Grading" or "Regular Grading" based on the volume of material involved and additional factors such as the necessity of a Geotechnical Report or a Storm Availability Letter in the submission. It serves as a crucial checkpoint for ensuring that significant activities do not negatively impact adjacent properties or municipal infrastructure, emphasizing the importance of professional oversight in instances where geological factors play a pivotal role. Through a series of targeted questions, the CE-1094 form enables applicants to ascertain the specific permits and plans required for their project, thereby streamlining the compliance process while safeguarding public and private interests.

QuestionAnswer
Form NameForm Ce 1094
Form Length1 pages
Fillable?No
Fillable fields0
Avg. time to fill out15 sec
Other namespermits excavation worksheet online, grading permits excavation, permits fill worksheet pdf, grading permits fill

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Department of Public Works & Engineering

Building Code Enforcement Branch

GRADING PERMITS FOR EXCAVATION AND FILL WORKSHEET

Appendix E of the Houston Adopted 2012 International Building Code as Amended specifies permit requirements for grading a lot of any size on private property. Section 1 - Identifies when a separate “Grading Permit” is required. Section 2 - Identifies the type of grading permit required, “Engineered Grading or Regular Grading”, when a “Geotechnical Report” is required in the plans, and when a “Storm Availability Letter” is required to be attached to the submittal documents.

Grading Permits are required for any excavations or fill, or combination thereof, and includes:

Excavation Permits - Including work proposing the mechanical removal of earth material.

Fill Permits - Including a deposit and/or relocation of earth material placed by artificial means.

IMPORTANT NOTE: THERE SHALL BE NO FILL WITHIN THE PUBLIC RIGHT-OF-WAY

SECTION 1: Are Permits And Plans Required?

A Grading Excavation permit & plans are required if “Yes” is answered to any question 1 through 4.

________

(1)

Does the excavation work affect the lateral support or increase the stresses in, or pressure upon any adjacent or

 

 

contiguous property?

________

(2)

When excavating below finish grade for basements and footings of a building, retaining wall or other structures

 

 

authorized by a valid building permit, will there be an unsupported excavation height greater than 5 feet after

 

 

completion of such structure?

________

(3)

Will there be any excavation greater than 5 feet in depth?

________

(4)

Will the excavation create a cut slope 2 feet or more in height but less than 5 feet, with a slope steeper than 1

 

 

unit vertical in 1.5 units horizontal? (66.7% slope)

A Grading Fill permit and plans are required if “Yes” is answered to any question 5 through 10. (50 cubic yards = 1350 sq. ft. @ 1 ft depth)

________

(5)

Does the fill work affect the lateral support or increase the stresses in, or pressure upon any adjacent, or

 

 

contiguous property?

________

(6)

Does the scope of work include fill that is 3 feet or more in depth?

________

(7)

Does the scope of work include fill greater than 1 foot but less than 3 feet, with a slope that is equal to or greater

 

 

than 1 unit vertical in 5 units horizontal? (20% slope)

________

(8)

Does the scope of work include fill that is greater than 50 cubic yards on any one lot?

________

(9)

Does the proposed fill obstruct any natural and/or previously constructed drainage course?

________

(10)

Is proposed fill greater than 1 ft in depth and intended to support a structure, “now or in the future”?

SECTION 2: What Type Of Permits And Plans Are Required?

NOTE: When the building official has cause to believe that geologic factors may be involved, grading will be required to conform to recommended grading, inspection, and testing by a Professional Engineer.

Engineered grading plans are required if “Yes” is answered to question 11. Plans shall be designed, sealed, signed, and dated by a professional engineer. These grading permits shall be designated as “Engineered Grading”.

(5000 cubic yards = 135,000 sq. ft. @ 1 ft depth)

________ (11) Does the grading project exceed 5000 cubic yards?

Grading plans shall be designated “Regular Grading” if “Yes” is answered on question 12: (no engineer req.)

________

(12)

Does the grading involve less than 5000 cubic yards?

A Geotechnical Report is required if “Yes” is answered to any one of questions 13, 14 or 15:

________

(13)

Will there be any cut slopes steeper than 1 unit vertical in 2 units horizontal (50% slopes)?

________

(14)

Is there any grading that requires an engineered design? (Reference item 11 above.)

________

(15)

Does the site include any special geological features and/or considerations for any grading?

A Storm Availability Letter is required to be included with the submitted documents if “Yes” is answered to questions

16 or 17:

________

(16)

Does the scope of work to lots exceeding 15,000 sq. ft., include any new impervious cover?

________

(17)

Does the project include connection to the city’s public storm sewer system?

 

 

ADDRESS

 

 

 

 

PROJECT #

 

DATE

 

PRINT

 

 

 

 

 

 

 

 

NAME OF APPLICANT

 

SIGNATURE

 

 

 

Form No: CE-1094 rev 02/01/2016

(832) 394-8810

Public Works & Engineering

Page 1 of 1

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