Building Review



Env Planning Review
Review No:11. 1. The combined soils and geology report has been reviewed and accepted. Please see letter dated 10/26/2022 and Comments A-C, below. A. All project design and construction shall comply with the recommendations of the report; B. Final plans shall reference the subject report by title, authors, and date. Final Plans should also include a statement that the project shall conform to the report’s recommendations; and C. After plans are prepared that are acceptable to all reviewing agencies, please submit a completed Soils (Geotechnical) Engineer Plan Review Form and Geologist Plan Review Form to Environmental Planning. The Consultants Plan Review Form (Form PLG-300) is available on the Planning Department’s web page. The authors of the geology and soils reports shall sign and stamp the completed forms. Please note that the plan review forms must reference the final plan set by last revision date. 2. Please provide grading (cut/fill) volumes for any necessary overexcavation and recompaction of subgrade soils, as outlined in the geotechnical report; revise the grading plan to include the lateral extents of overexcavation and recompaction in plan and cross-sectional views, and notes regarding minimum relative compaction requirements. 3. Please show how runoff will be controlled and conveyed for all improvements. Thank you Logan Thompson Environmental Planning Email Logan.Thompson@santacruzcounty.us Review No:2 1. If any plan sheets on the Soils (Geotechnical) Engineer Plan Review Form or Geologist Plan Review Form (PLG-300) need to be updated during the next submittal, please update the forms accordingly. The plan review forms must reference the final plan set by last revision date. Thank you Logan Thompson Environmental Planning Email Logan.Thompson@santacruzcounty.us Review No:3 2^nd review comments These comments also pertain to the retaining wall application B-224609. 1. As requested in the 1^st review, please provide grading (cut/fill) volumes for any necessary overexcavation and recompaction of subgrade soils, as outlined in the geotechnical report; revise the grading plan to include the lateral extents of overexcavation and recompaction in plan and cross-sectional views, and notes regarding minimum relative compaction requirements. Page 23 of the Geotechnical Report states “we recommend that the upper 18 inches of the site soils be recompacted in areas where new fill and other improvements are planned as described in our recommendations”. And page 33 states “excavations for this project will include subexcavation of existing and fill and alluvial soils”. Please revise plans accordingly. 2. Provide cross sections through areas of deepest cut and fills. 3. After plans are prepared that are acceptable to all reviewing agencies, please submit a completed Soils (Geotechnical) Engineer Plan Review Form and Geologist Plan Review Form to Environmental Planning. The Consultants Plan Review Form (Form PLG-300

Env Planning Review

Review No:11. 1. The combined soils and geology report has been reviewed and accepted. Please see letter dated 10/26/2022 and Comments A-C, below.

A. All project design and construction shall comply with the recommendations of the report;

B. Final plans shall reference the subject report by title, authors, and date. Final Plans should also include a statement that the project shall conform to the report’s recommendations; and

C. After plans are prepared that are acceptable to all reviewing agencies, please submit a completed Soils (Geotechnical) Engineer Plan Review Form and Geologist Plan Review Form to Environmental Planning. The Consultants Plan Review Form (Form PLG-300) is available on the Planning Department’s web page. The authors of the geology and soils reports shall sign and stamp the completed forms. Please note that the plan review forms must reference the final plan set by last revision date.

2. Please provide grading (cut/fill) volumes for any necessary overexcavation and recompaction of subgrade soils, as outlined in the geotechnical report; revise the grading plan to include the lateral extents of overexcavation and recompaction in plan and cross-sectional views, and notes regarding minimum relative compaction requirements.

3. Please show how runoff will be controlled and conveyed for all improvements.

Thank you
Logan Thompson
Environmental Planning
Email Logan.Thompson@santacruzcounty.us

Review No:2

1. If any plan sheets on the Soils (Geotechnical) Engineer Plan Review Form or Geologist Plan Review Form (PLG-300) need to be updated during the next submittal, please update the forms accordingly. The plan review forms must reference the final plan set by last revision date.

Thank you

Logan Thompson

Environmental Planning

Email Logan.Thompson@santacruzcounty.us

Review No:3

2^nd review comments

These comments also pertain to the retaining wall application B-224609.

1. As requested in the 1^st review, please provide grading (cut/fill) volumes for any necessary overexcavation and recompaction of subgrade soils, as outlined in the geotechnical report; revise the grading plan to include the lateral extents of overexcavation and recompaction in plan and cross-sectional views, and notes regarding minimum relative compaction requirements.

Page 23 of the Geotechnical Report states “we recommend that the upper 18 inches of the site soils be recompacted in areas where new fill and other improvements are planned as described in our recommendations”. And page 33 states “excavations for this project will include subexcavation of existing and fill and alluvial soils”. Please revise plans accordingly.

2. Provide cross sections through areas of deepest cut and fills.

3. After plans are prepared that are acceptable to all reviewing agencies, please submit a completed Soils (Geotechnical) Engineer Plan Review Form and Geologist Plan Review Form to Environmental Planning. The Consultants Plan Review Form (Form PLG-300

CDI - Application Status