05-23-2006 - Trinity MaterialsSP 0609 — Trinity Materials
Technical Review Committee Minutes
May 23, 2006
IN ATTENDANCE:
Jill Danigel, Fire Marshal
Bonnie Wenzel, Planning Tech
Brenda Johnson, Dept. Dir. — Environmental Svs.
Terry Wadsworth, Dir. — Environmental Svs.
Reynold Peterson — Stone, Joca & Mahoney
Che Kirkpatrick — Stone, Joca & Mahoney
Richard Partyus — Trinity Materials
Not all comments addressed
Planning Department
General
1. The address assigned to this project is 431 Timaquan Trail.
No comment
2. Provide building /silo elevation(s) to verify compliance with height requirements.
No comment
3. Provide details of building and impervious coverage areas.
No comment
4. Indicate location and type of any proposed signage
No comment
Parking
1. Indicate location of any adjacent driveways.
None
2. In order to calculate the required number of parking spaces, please provide the
total number of employees on the largest shift.
OK
3. Parking spaces at 90 degrees shall be 10' by 20' per Section 21 -57.02 (Table V-
7). Please indicate on plans that parking stalls are to be striped per Section 21-
57.02(o.)
OK
Landscaping
1. Revise size of ligustrum plants in accordance with Section 21 -54.02 (e).
OK
2. A total of 626 shrubs are required.
OK
Building Department
1. Construction drawings accepted after October 1, 2005 shall comply with the 2004
Florida Building Codes for 120 MPH wind speed within the impact debris region.
No comment
Fire - Rescue Department
1. The required fire flow for this project is 500 gallons per minute.
No comment
SP 0609 — Trinity Materials
Technical Review Committee Minutes
May 23, 2006
City engineer (Kathleen Gierok — Gierok Engineering, Inc.)
1. All projects that qualify for an FDEP -NPDES permit pursuant to CH 62 -621,
F.A.C. shall provide copies of the Notice of Intent and all attachments (e.g.
SWPPP, Erosion & Sedimentation Control Plan) to the Planning Department
as part of the site review process.
Notice prior to issuance of building permit
2. The maximum permissible slope of any new site grading is 3:1
(horizontal: vertical). It appears that the grade between proposed site
perimeter grades and existing grades is greater than 3:1 (graphically). Please
verify.
No comment
3. Engineering Calculations and Data for the onsite stormwater system designed
in accordance with DEP Document 62- 621.300(3)(a) is considered to exceed
what is required by the City for this site and therefore was not reviewed for
correctness. However, a copy of the DEP /SJRWMD permit(s) shall be
provided to the Planning Department prior to the issuance of development
order or any construction permits.
No comment
4. Please revise the dumpster pad on the plans and the detail on sheet 8 to
conform to the minimum dimensions and specifications required by the City's
SCD (re: Detail M -13). Developer shall confirm with the City,
maneuverability and accessibility of the dumpster location.
12X20 pad
5. All disturbed, unused and non - landscaped land areas including areas planned
for future expansion or other purposes shall be sodded. Please revise Paving
and Drainage Notes to remove reference(s) to seeding and mulching and state
that all disturbed areas to be sodded.
No comment
6. Depth of cover measured to the top of pipe (not including the bell joint) shall be
a minimum of 1 -foot. Deviation from this requirement may be allowed by
increasing the pipe's structural capacity, which must be specified on the plans,
shop drawings, and as- builts. The estimated top of pipe elevation for the
proposed culvert crossing at the driveway is 7.5t. Estimated pavement grade at
the culvert crossing is elev. 8.15± (clearance= 0.65'). Revise plans accordingly.
No comment
7. Revise sheet C -4 to give instruction and graphically show driveway connection
to existing grade at back of curb instead of edge of pavement.
Talk to Katie about leaving this alone. (Engineer)
8. Please provide a site data table on the plans including required and actual data for
off - street parking (regular and handicapped), pervious /impervious area, building
areas and uses (manufacturing, office, warehouse, etc.), and site setbacks.
No comment
9. Please add a provision to the plans for the soil tracking prevention (in general
accordance with FDOT standards) at the proposed construction entrance /exit.
The entrance shall be maintained in a condition which will prevent tracking or
flow of mud onto public rights -of -way.
SP 0609 — Trinity Materials
Technical Review Committee Minutes
May 23, 2006
10. Provide stop sign and stop bar per Section 21- 57.02(1.).
No comment
11. Loading Berth is required per Section 21- 57.05.
Based on building size, none needed (FA)
12. Please depict on plans the paved areas and materials.
No comment
13. Please submit the biological environmental survey for the site.
No comment
14. For commercial/ industrial uses less than 10,000 sq. ft., fire hydrants must be
served by a minimum 8 -inch water line. Please depict the line size for the
existing hydrant on the plans.
OK
15. Please depict the finished floor elevation for the building(s) on the drawings.
OK
16. Please provide documentation of required permitting for on -site fuel tank.
DEP
Department of Environmental Services
1. Sheet C -5: Erosion and Sediment Control Note #2 should say "City" acceptance.
No comment
2. Sheet C -5: Erosion and Sediment Control Note #3 says "approximately one the
height ". Revise accordingly.
No comment
3. Sheet C -5: Erosion and Sediment Control Note #18 — change County reference
to City.
No comment
4. A copy of the Notice of Intent (NOI) for the NPDES permit shall be supplied to
the City prior to issuance of the development order.
No comment
5. Sheet C -7: General Note #5 — Change County reference to City.
No comment
6. Add note on plans stating contractor will provide dumpsters, cans, etc. sufficient
to control and dispose of solid waster as necessary to prevent any pollution during
construction.
No comment