06-13-2006 - Pullman Road CommercialSP 0610 — Pullman Road Commercial
Technical Review Committee Minutes
June 13, 2006
IN ATTENDANCE:
Darren Lear, Dev. Svs. Dir.
Terry Wadsworth, En. Svs Dir
Dennis Fischer, Building Official
Jill Danigel, Fire Marshal
Pat Drosten, Planning Tech
Kim Buck, P.E. , Allan Eng
Heather Garvey, Betner Const.
Only discussed items noted
Planning Department
General
1. Indicate any proposed signage.
Not discussed
2. Provide an environmental assessment pertaining to presence of threatened, endangered
species, etc.
Not discussed
3. Provide building sketch/elevation to verify compliance with height and architectural
requirements of the PUD agreement.
Not discussed
4. On Sheet 3 of 6, remove " ? ? ?" from proposed coverage area.
Not discussed
5. Revise soils map to indicate correct site location.
Not discussed
6. It appears that the ten -foot setback required by Section 21- 57.02, Table V is not present
on the southeast corner of the site.
This was explained by Darren
7. Indicate type and location of any proposed fencing.
Not discussed
Parking
1. On Sheet 3 of 6, the number of parking spaces does not match the number shown on the
plan and on the cover sheet. Revise accordingly.
OK as is
2. In the event ownership of the entire building transfers to individual owners, a joint use
driveway agreement is required.
Not discussed
3. Indicate location of any adjacent driveways /driveways across the street.
Not discussed
4. Section 21 -52.02 (g) states "all non - residential parcels shall be limited to one access point
per street ". Revise plan accordingly.
Darren will research and get back to applicant on this point
5. Wheelstops are not permitted. Entire perimeter of parking area must be curbed in
accordance with Section 21 -54.03 (b).
No H/C spaces in front of roll -up doors. Wheelstops are OK
6. Include detail for raised sidewalks.
Addressed — no raised sidewalks
SP 0610 — Pullman Road Commercial
Technical Review Committee Minutes
June 13, 2006
7. Provide one loading berth for each individual building.
Will call out areas on revised plans
8. Per Section 21 -54.03 (d) "parking lots shall have a minimum of a ten foot (10') landscape
area abutting the stalls unless abutting sidewalks ".
Will revise
9. All site plans shall include FDOT standard traffic control signs and pavement markings
necessary to ensure safe traffic and pedestrian flow. Provide stop sign(s) and stop bar(s)
at points of egress and other points of intersection internal to the site in accordance with
Section 21 -57.02 (1).
Not discussed
Landscaping
1. Volusia County minimum tree protection standards require that 15% of the trees on site
be retained. The plan indicates 11 trees to remain which do not meet the required number
of 15.
Will denote "tree preservation area " and reconfigure parking to meet standards
2. The number of shrubs /trees in the landscape plan legend does not match the actual
number of shrubs /trees shown.
Not discussed
3. Provide irrigation plan in accordance with Volusia County waterwise standards.
Not discussed
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 and the
National Electric Code Edition 2002.
Not discussed
2. Type of use indicates industrial and warehouse. Building type was not indicated on the
plans or a floor plan if more than one tenant. Please provide floor plan and tenant
separations.
Not discussed
3. The parking spaces are in the location of the roll up doors.
Addressed
4. Electrical service location was not indicated on the plans. No provisions were made for
transformer pads and meter locations.
Dennis explained options for electrical service /meters
5. Second means of egress must be provided. Outside buildings do not provide clear access.
Fire department may require access by fire apparatus.
Shown on building plans
Fire - Rescue Department
1. The required fire flow for this project is as follows:
• 33,138 building = 2500 GPM
• 27,539 building = 2250 GPM
• 30,187 building = 2500 GPM
SP 0610 — Pullman Road Commercial
Technical Review Committee Minutes
June 13, 2006
2. Indicate size of water main supplying the site.
Will indicate
City engineer (Kathleen Gierok — Gierok Engineering, Inc.)
1. All projects that qualify for a 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. [LDC Section 21- 53.040)]
Not discussed
2. The dumpster pads on the plans and the details on sheet 4 shall be revised to conform to
the minimum dimensions and specifications as required by the City. [SCD Detail M -13]
Not discussed
3. All site plans shall include FDOT standard traffic control signs and pavement markings
necessary to ensure safe traffic and pedestrian flow. Provide stop sign(s) and stop bar(s)
at points of egress and other points of intersection internal to the site. [LDC Section 21-
57.02(1)]
Not discussed
4. Please clearly depict the paved areas and proposed pavement materials on the plans (i.e.
hatch; label; legend).
Not discussed
5. Submit SJRWMD permit. A general permit is required from SJRWMD for proposed
site improvements per condition No. 26 of Environmental Resource Permit (ERP) No.
40- 127 - 65055 -2, which states that the permittee must obtain a permit modification
authorizing construction prior to placement of impervious surfaces on future
development parcels. [LDC Section 21- 53.04(1)]
Submitted "request for compliance"
6. All commercial and industrial uses shall provide for off - street loading & unloading
spaces as described in Table V -10 of the LDC. Based on the proposed building area
(90,864 -sf) the number of berths required are three (3). See Table V -9 for Loading
Berth Design Standards. [LDC Section 21- 57.05]
Not discussed
7. Please note, other than handicap parking facilities, the City does not endorse the use of
wheel stops. Raised curbing is considered as a viable alternative provided a two (2) foot
landscaped overhang is provided.
Not discussed
8. Approved fire hydrants shall be provided for buildings to meet the required fire flow
requirements as determined by the Fire Chief or his /her designee using current AWWA
and NFPA standards. Per City code [LDC Section 21 -250]:
a. Fire hydrants shall be located within five hundred feet (500') of the most remote
area of the building when measured along normal routes of Fire - Rescue
Department access.
Will include in revisions
b. The minimum size for water mains supporting fire hydrants shall be eight inches
(8").
Noted
SP 0610 — Pullman Road Commercial
Technical Review Committee Minutes
June 13, 2006
9. There is insufficient information provided to verify that all stormwater runoff from the
building rooftops will be captured within the proposed system. Roof drainage
conveyance piping may be required for the buildings adjacent to the east and west
property boundaries.
Not discussed
10. The Contractor Requirements for Site Clearing, Grading, and Erosion Control Design
and Construction Notes shall be added to the plans. [SCD Ref. R -25 and R -26]
Not discussed
11. Please verify the applicability of "Retention Area Detail A -A" as shown on sheet 5.
Not discussed
12. The "Pavement Detail" on sheet 4 shall be revised to include reference to the required
testing specifications ( AASHTO T -180 Modified Proctor Test).
Not discussed
13. The "Concrete Pavement Detail" on sheet 4 shall be revised in accordance with the
City's Standard Construction Details. [SCD Ref. R -19]
Not discussed
14. The conflicting text and graphics shown on the "Typical Sewer Service Lateral Detail"
on sheet 5 should be removed.
Not discussed
15. The height of curb exposed above the pavement needs to be added to the "Header Curb"
detail on sheet 5.
Not discussed
16. Note number 1 of the "Sidewalk, Ramp, and Driveway Apron Construction
Requirements" states that a minimum uniform thickness of 6 inches shall be required
where motor vehicles are likely to cross. Accordingly, a reinforced concrete pavement
section or 6 -inch thick sidewalk section shall be used wherever roll -up doors or other
vehicular access points are to be located. Additionally, an appropriate pavement section
shall be used for the latitudinal path from the concrete sidewalk to the building. These
sections shall be clearly marked on the plans (i.e. sheet 3) for clarity. Please submit
floor plans showing the locations of all vehicular access points to the building.
Not discussed
17. Please verify the necessity of the secondary "Sidewalk Detail" on sheet 4. Delete unless
otherwise necessary.
Not discussed
18. Please note that each building shall be evaluated for fire flow needs and fire and hazard
prevention per the City's LDC, Florida Fire Prevention Code, and as determined by the
Fire Chief or his/her designee. [LDC Section 21- 250.03]
Not discussed
19. Please indicate the proposed location of the advertisement signage for the development
on the plans. Sign details shall be submitted to the Building Department for approval.
[LDC Section 21 -60]
Not discussed
20. Please include specifications for the proposed HDPE storm sewer piping on the plans.
Smooth inner wall HDPE in accordance with AASHTO M -294, AASHTO MP7, ASTM
D3350 and ASTM D2412 is required for sizes up to 42" in diameter. [SCD Ref. ST -4]
Not discussed
SP 0610 — Pullman Road Commercial
Technical Review Committee Minutes
June 13, 2006
21. The site data on sheet 3 is incomplete. Please coordinate site data on this sheet with
what is shown on the coversheet to include the proposed coverage.
Not discussed
22. Has the hydraulic grade line (HGL) and flow capacity been considered in the storm
sewer design? The proposed design appears to be insufficient with regard to pipe sizes
considering the degree of imperviousness and the drainage area that is being served.
Please provide storm sewer modeling results, including the HGL, for the proposed
system based on the runoff from a 3 -year storm event using a tailwater elevation at the
point of connection of 6.0. Also, submit the results of a 10 -year storm event using a
tailwater elevation of 7.5 for a check of the degree of localized flooding. (It should be
noted that, based on infrastructure planning, the drainage pipe serving the site was
designed to serve an equally divided parcel (Tract A -9) and not a disproportionate
drainage area. Therefore, the onsite storm sewer piping may need to be oversized to
alleviate additional losses.)
Not discussed
23. The water (4" and 6 ") and sanitary (6 ") service laterals located within the right -of -way,
approximately 40 -ft west of the east property boundary, are intended to serve the
neighboring parcel to the East (remainder of Tract A -9). Provisions must be made, by
the developer, to either reserve or furnish utility service connections for future
development of the neighboring parcel.
10 ft easement would address this item
Department of Environmental Services
1. Please provide a copy of the completed Notice of Intent to Discharge Stormwater
application and Erosion and Sedimentation Control Plan.
Not discussed
2. Wheelstops are not permitted per the Land Development Code unless a specific
stormwater issue warrants their use. Please provide information regarding the stormwater
issue involved or replace with curbing.
Not discussed
3. Sheet 4 of 6 — Note #6 — The City has not contracted with a roll off service contractor as
of this date.
For information purposes
4. It is assumed that the dumpsters are being placed on the southwest portion of the parking
area. Please label.
Not discussed
5. Sheet 5 of 6 — Note #6 — The Backflow Preventor Detail should read that the backflow
will be a reduced pressure backflow prevention device as approved by the City of
Edgewater Environmental Services Department.
Not discussed