HomeMy WebLinkAboutTwistee Treat Checksheet/commentsSITE PLAN CHECKLIST
The following checklist has been prepared to assist in the preparation of a required site
plan. Please see Sec. 110-222 of the City code for a complete list of site plan criteria.
The drawing must be sealed and drawn to scale by an appropriately licensed design
professional, no greater than one inch to 50 feet, on sheets two feet by three feet,
showing the following site data:
Site Pian Information:
General
Yes No N/A
SII Size, height, number of units and location of proposed and
existing structures.
✓/
Dimensions.
v _ _
Total gross area and percentage devoted to structures,
CJ
parking and landscaping.
_ h!
Number of units.
a
Boat slip(s)
Traffic flow diagram to include total number and size of
parking spaces and loading zones.
Density (units per acre).
Location and dimension for the followina areas
(If applicable)
f�j
Park(s)
CJ
Canal(s)
NAW
Waterway(s)
a
Boat slip(s)
T:/Patsy/Site Plan/SFte Plan Checklist 4/2015
SITE PLAN CHECKLIST (Continued)
Page 2 of 4
Yes No N/A
IJR
Parking
Swimming pool(s)
Driveway(s)
Recreation
— Trash
_ — Sidewalks
Dune crossover(s)
—_ Other (specify) 'DR A r N At C V v Av
— _ Type of enclosure for communal trash container(s)
Fire alarm and standpipe data
— _ Vicinity map
Location of planned landscaping
Finished grades for the following:
Entire parcel
Finished floors
Streets
Parking lots
T:/Patsy/Site Plan/Site Plan Checklist 4/2015
SITE PLAN CHECKLIST (Continued)
Page 3 of 4
Yes No N/A
Sidewalks
✓ 10 feet of adjoining property
Details. Sections, and Specifications:
—
_ Street lights
Water and sewer
—
— Paving and drainage
Curbs
V
Storm drains
j — —
Sidewalks
Engineer's seal on drawings
Square footage of building areas:
— —
-Living- C R r A M PARiC/t
Parking
Other (specify)
Total under roof
Required notes:
Sidewalk and sanitary sewers to be constructed to City of
Cape Canaveral standards.
T:/Patsy/Site Plan/Site Plan Checklist 4/2015
No NIA
SITE PLAN CHECKLIST (Continued)
Page 4 of 4
Topographic Survey:
Water lines to conform to City of Cocoa standards.
Fire alarm system to be installed and connect to City of
Cape Canaveral Fire Department standards.
USC and G.S. datum plane
_ Existing street lights
Storm drainage design calculations.
Coastal construction setback line, where required.
Ten (10) hard copies of the drawings must be submitted with the application as well as
in electronic format (.pdf).
T:/Patsy/Site Plan/Site Plan Checklist 4/2015
Avenue, SW[e200
FLORIDA P5-0tF0.lNGFEGaiHouphon� 8riando A. 8a2g9
June 24, 2016
Mr. David Dickey, Director
Community Development Department
City of Cape Canaveral
110 Polk Avenue
Cape Canaveral, FL 32920
Subject: Response to Staff Reviewers Comments of May 18 and June 6, 2016
Twistee Treat
8200 Astronaut Blvd.
Cape Canaveral, FL
FEG Project No. 16-001
Dear David:
Please find attached revised plans and other documents in response to reviewers comments
for the project dated May 18, 2016 and June 6, 2016. The following is also an item -by -item
response to each of the comments:
Public Works Services:
1. All drawings should reference City of Cape Canaveral — not Brevard County. The property is
located within the limits of the City of Cape Canaveral.
Response: The plans have been revised to reference City of Cape Canaveral, except the utility
details used from the City of Cocoa and Brevard County, since City of Cape Canaveral does not
have applicable details for the project.
JUN 2 8 20s
2. City Staff agrees with review comment #2 from John Pekar; land elevations indicate the dry
retention area may actually be a wet pond for a portion of the year. Are the elevations
correct?
Response: The ponds are proposed to be dry detention ponds, which are interconnected and
will recover via a proposed 2.75" orifice set at Elevation 2.0 Ft. NAVD 88. Therefore, they will
adequately drawdown. Please refer to detail of the outfall structure on Sheet C-8. Also,
based on review of all the borings, the SHWT elevation is at about an average elevation of 1.8
Ft., and the pond bottom is set at the elevation 2.5 Ft. We have discussed our approach with
Mr. Pekar, and we believe he is agreeable to the design as submitted.
3. Reclaimed water is not available in the area.
Response: This comment is noted.
4. Coordinate closely with the Florida Department of Transportation (FDOT) on any work
performed in the SR AlA right-of-way (e.g., driveways, utility construction, drainage ditch,
sidewalks, etc.)
Response: This comment is noted. Drainage Connection, Driveway Connection, and Utility
Connection Permit applications have been submitted to the F.D.O.T. for approval.
5. The developer shall provide copies of all permits provided by others.
Response: This comment is noted. A copy of all applicable permits will be provided to the
City of Cape Canaveral upon receiving.
City Engineering Comments:
1. Cover Sheet: Brevard County does not approve City site plans; performed by City.
Response: The cover sheet has been revised to reflect the City of Cape Canaveral for Site Plan
Approval.
2. The supplied soil report (by Universal Engineering) notes measured ground water at the B-
4 location of 1.9'. It also notes wet seasonal ground water is estimated to be 1' higher; i.e.,
at 3.0' (+/-). The proposed dry detention basins are showing elevation 2.5. It appears the
eastern pond will be wet during the summer wet season.
Response: The eastern pond is interconnected with the west pond, which has a SHWT
elevation of 1.7 Ft. (i.e. encountered water table at elevation 0.7 Ft. and SHWT 1 Ft. higher).
Also, most of the borings reflected a water table of less than 1.0 Ft. We believe that the
Boring B-4 may not accurately reflect the conditions, since it is the only boring with a
F E GFLORIDA
GROUPFFRING -09503252 Suite��
significantly higher water table elevation. It is possible that the water table in that boring
may be influenced by the fact that it was taken in the pond and also is adjacent to the Church
pond and Ace Hardware pond. Nonetheless, the eastern and western ponds are
interconnected with an equalizer pipe and are controlled by a 2.75" bleeder, which will allow
the ponds to adequately recover consistent with SJRWMD requirements. Please refer to
detail of the outfall structure on Sheet C-8.
3. Note one of the pond computer inputs reflects a ground water elevation boundary 2.0.
Wet season elevation will be higher.
Response: As discussed above, the SHWT at the site is at about an average of 1.8 Ft., and we
believe that the SHWT at the eastern pond may not accurately reflect the site conditions.
Also, since the eastern pond and western ponds are interconnected, the average SHWT for
these two ponds would be about 2.3 Ft. even with the questionable higher SHWT elevation
for the eastern pond. We believe that the model is reasonable given all these factors.
4. The soil report recommends excavating 4' below the pond bottom level and replacing with
highly permeable find sands. Will this be done?
Response: The proposed ponds are the interconnected dry detention pond system, which
mechanically recover via a proposed 2.75" orifice set at Elevation 2.0 Ft. NAVD 88. Therefore,
they will drawdown through a bleeder and not natural infiltration.
The geotechnical engineer recommendation was based on a dry retention system, which
requires pond recovers via percolation thru the pond bottom. Therefore, it is not applicable
for the proposed system. In addition, our model uses an infiltration rate of 0.12 Ft./Day,
which is reflective of the slow permeability soils, which were encountered and will remain.
The geotechnical engineer recommended 0.12 Ft./Day to 0.4 Ft./day for the slow
permeability soils. We are using the low end of the range.
The eastern detention basin "short circuits" storm water treatment by bringing storm
runoff both in and out the same drainage culvert (i.e.; reduces contact time).
Response: As discussed with Mr. Pekar, since the two ponds are interconnected and
controlled by the outfail structure on the west portion of the side, no short-circuiting will
occur, since the ponds will stage -up and discharge at the outfall structure located on the
extreme western side of the pond.
ra
FLOR IDA
200 S.Od Orangerdo,F Avenue. Suite
FEGENGINfEgING I2000r1aMo, FL 32809
GPOUP Phone: 407-8950324
Far: 407 895-038
6. Pavement grades less than 1% tend to promote "bird baths'. Close inspection and surveys
will be required.
Response: General Note #1 has been added to the Sheet C-8 indicating that "The contractor
shall pay close attention to grading to prevent "bird baths" within the site and provide a
signed and sealed copy of as -built to the E.O.R., and the City of Cape Canaveral for review and
approval. We have used 0.8% slopes on other projects when the conditions were restrictive
and have not had significant issues.
7. Proposed storm water culverts also reflect fairly flat slopes with limited storm capacities
and potential for increased cleaning.
Response: This comment is noted. We have added a General Note #3 for the owner to
provide maintenance if required. The pipes have adequate hydraulic capacities given the
proposed sizes and very limited drainage areas. The pipe slopes are restricted by the pond
bottom elevation, which is in question (we cannot lower the pond anymore) and by the
finished grade of the site, which are much higher than A -1-A and Church Lane. Raising the
site more will create H.C. accessibility issues for the S/W access from A -1-A and stepper
driveway slopes.
8. Is the outfall from the eastern detention pond mislabeled with the call out D-2 SD -4?
Response: The plans have been revised to label the MES to the eastern dry detention pond
(Pond -B) as SD -6. Please refer to Sheet C-6.
9. Will pond bottoms be sodded or seed and mulched? If seeded, will Contractor water until
grass grows?
Response: General Note #2 has been added to Sheet C-6 indicating that "The contractor shall
water the all sodded/seed & mulch areas within the proposed ponds until the grass is
established". A similar note has been added to the site cross-sections on Sheet C-9.
10. Has copy of temporary easement agreement with Ace Hardware been given to City?
Response: The owner is still working through the agreement. We hope to get a reply in the
next few weeks and will provide a copy to the City of Cape Canaveral upon receiving it.
11. Is City reuse water being proposed for irrigation systems?
Response: No, the City reused water is not available for the site
5127 S. Orange Awnvo,
F E G Q GROUP MING I zx e:47-90-00324
FLOP ID&
rOrtando, FL 328D9
Suite
it
12. Where is cross section E -E (page C-6) located?
Response: Cross sections E -E has been added to the Sheet C-9
I trust this letter and the attached documents adequately address your comments and allow
DRC approval. Should you have any questions or concerns, please do not hesitate to contact
me at 407-895-0324 or by email at SPham0DfeN-inc.us.
Sincerely,
Florida Engineering Group, Inc.
Simon
Project Engineer
Cc: Kelly Froelich, Managing Member, Intram Investments, Inc.
FLORIDA S. Orange 2Sute
PEE0.1Nfi Pio Orlando, FL
: 485
Fox: 407-995 0325
1 I I I I I I I JCiAlOAN A PEKAR, P.E., LIC
W1.9
102 Columbia Orrve
Suim 207
Cape Canave<vI, FL 32920
OM" Phom: 331-6132939
GOPhone: 321-2831000
jahnpeharpeQpmaO.rom
80/ a6 qLf K S.B. amno.< muea.«3m.u.<am
�reMonggee CeUF — 331-40-9899
June 29, 2016
TO: Dave Dickey; Pasty Huffman
FROM: John A. Pekar, PE
SUBJECT: Twistee Treat
We have reviewed the revised plans date stamped Jane 28, 2016 for Twistee Treat.
We recommend City approval of the Twistee Treat site plans pending the City's receipt of the
temporary easement agreement with Ace Hardware.
Sincerely,
,,..+�
—.4 C4z+
John A. Pekar, P.E.
JAP:rmf
Memo
TO:
Patsy Huffman
DRC Coordinator
FROM:
Jeff Ratliff
PWS Deputy Director
DATE:
06/28/16
RE:
Site Plan Review
Public Works Services has reviewed the Twistee Treat Site Plan dated May 2016 and
response to City review comments dated June 24, 2016 and has no further comments.
NOTE: Further review of the project will be conducted during the permitting process and
construction for compliance of all local and state codes. The Engineer -of -Record is
responsible for any requirements not identified by the City.
all
JOHNA.PEKAR,AP.R, LLC
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102 Cdumbia lhiv
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Cep. Ceuaveevl, FL 32920
Off F6m :321-613-2959
Csa Fbooe: 321-288-1040
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May I8, 2016
TO: David Dickey; Patsy Huffman
FROM: John A. Pekar, PE, City Consulting Engineer
SUBJECT: Twistee Treat Site Plan Review
We have reviewed the Twistee Treat construction drawings dated May 13, 2016 and note the following:
1. Cover Sheet: Brevard County does not approve City site plans; performed by City.
2. The supplied soil report (by Universal Engineering) notes measured ground water at the B-4 location
of 1.9'. It also notes wet seasonal ground water is estimated to be 1' higher; i.e., at 3.0' (+/-). The
proposed dry detention basins are showing elevation 2.5. It appears the eastern pond will be wet
during the summer wet season.
3. Note one of the pond computer inputs reflects a ground water elevation boundary 2.0. West season
elevation will be higher.
4. The soil report recommends excavating 4' below the pond bottom level and replacing with highly
permeable find sands. Will this be done?
5. The eastern detention basin "short circuits" storm water treatment by bringing storm runoff both in
and out the same drainage culvert (i.e.; reduces contact time).
6. Pavement grades less than 1% tend to promote "bird baths". Close inspection and surveys will be
required.
7. Proposed storm water culverts also reflect fairly flat slopes with limited storm capacities and potential
for increased cleaning.
8. Is the outfall from the eastern detention pond mislabeled with the call out D-2 SD4?
9. Will pond bottoms be sodded or seed and mulched? If seeded, will Contractor water until grass
grows?
10. Has copy of temporary easement agreement with Ace Hardware been given to City?
11. Is City reuse water being proposed for irrigation systems?
12. Where is cross section E -E (page C-6) located?
Upon receipt of information on the above, we can complete our City review.
Please let me know if you have any questions.
Sincerely,
.,:*q e rL�
John A. Peksr, P.E.
Public Works Services
Memo
TO: Patsy Huffman
DRC Coordinator
FROM: Jeff Ratliff
PWS Deputy Director
DATE: 06/06/16
RE: Site Plan Review
Public Works Services has reviewed the Twistee Treat Site Plan dated May 2016 and has
the following comments:
1). All drawings should reference City Of Cape Canaveral - not Brevard County. The
property is located within the limits of the City of Cape Canaveral.
2). City Staff agrees with review comment #2 from John Pekar; land elevations indicate
the dry retention area may actually be a wet pond for a portion of the year. Are the
elevations correct?
3). Reclaimed water is not available in the area.
4). Coordinate closely with the Florida Department of Transportation (FDOT) on any
work performed in the SR AIA right-of-way (e.g., driveways, utility construction,
drainage ditch, sidewalks, etc.).
5). The developer shall provide copies of all permits provided by others.
NOTE: Further review of the project will be conducted during the permitting process and
construction for compliance of all local and state codes. The Engineer -of -Record is
responsible for any requirements not identified by the City.
Patrice Huffman
From:
David Dickey
Sent:
Tuesday, May 10, 2016 1:54 PM
To:
Kelly Froelich
Cc:
Patrice Huffman
Subject:
RE: Twistee Treat Unit in Cape Canaveral
Hi Kelly. After discussion with the City Attorneys Office regarding your project, we have determined that you will need
to process a Unity of Title action. This will require a simple boundary legal description to be filed (along with the
appropriate application) with my department which will then be presented to the City Council for action. This can occur
subsequent to Building Permit issuance but prior to an award of a Certificate of Occupancy.
Let me know if you need anything else. Dave
David Dicke
Community Devclopma Duwta
L&kgl'cltyofcapccenaveral orb
321.86& 1222 x11 321-86& 1247 tv
110 Polk Avenue. PO. Box 326
'Cape CmveraL FL 32920
M .. cil)wfeapeou n a mra L org
Launch your cc nnection... afa► 00
From: Kelly Froelich Imailto:kfroelich@intram.comj
Sent: Monday, May 09, 2016 3:10 PM
To: David Dickey<D.Dickey@cityofcapecanaveral.org>
Subject: RE: Twistee Treat Unit in Cape Canaveral
Hello Dave,
I just wanted to verify receipt of this email, please call/email if you have any questions. Thank you
Kelly Froelich
Project Manager
Intram Investments Inc.
Twistee Treat USA, LLC
5555 S. Kirkman Rd, Ste 201
Orlando, FL 32819
Office: 407 354 2200 x 207
Cell: 407 7015205
From: Kelly Froelich
Sent: Friday, May 06, 2016 5:11 PM
To:'d.dickey@cityofcapecanaveral.org' <cldickev@cityofcaoecanaveral orp>
Subject: Twistee Treat Unit in Cape Canaveral