Radio Road East MSTU Agenda 02/06/2013 Radio goad Sue
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February 6, 2013
AGENDA
I. Call Meeting to order
II. Attendance
III. Approval of Agenda
IV. Approval of Minutes -January 9,2013 Meeting
V. Transportation Services Report
A. Budget Report—Caroline Soto
B. Project Manager Report—Darryl Richard
VI. Landscape Architect Consultant Report
A. Landscape Design—Dayna Fendrick, Urban Green Studio
VII. New Business
VIII. Old Business
IX. Public Comments
X. Adjournment
The next meeting is scheduled for March 6, 2013 at 10:00 a.m.
Plantation Club House, 7773 Tara Court,
Naples, FL 34104
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Minutes
January 9, 2013
I. Call to Order
Sue Chapin called the meeting to order at 10:02am.
Roll call was taken and a quorum was established.
II. Attendance
Members: Sue Chapin, Thomas De f uw, Renato Fernandez, Janice Bundy, Dale Johnson
(Excused)
County: Darryl Richard—Project Manager, Michelle Arnold-ATM
Others: Dayna Fendrick—Urban Smith Green Studio, Dale Hannula—Hannula Landscaping
and Irrigation, David Durrell—Juristaff.
III. Approval of Agenda
Renato Fernandez moved to approve the Agenda. Second by Janice Bundy. Carried
unanimously 3—0.
IV. Approval of Minutes—December 5,2012
Janice Bundy moved to approve the minutes of the December 5, 2012 meeting. Second by
Renato Fernandez. Carried unanimously 3—0.
V. Transportation Services Report
A. Budget Report
Darryl Richard provided the document "Radio Road East MSTU Fund 166—January 09,
2013" for informational purposes and provided an overview of the budget noting it is
anticipated the MSTU will be able to fulfill all obligations in FY12.
B. Project Manager Report—Darryl Richard
Request for Proposal—Landscape Maintenance Consulting
Darryl Richard provided a copy of a Request for Proposal for qualified landscape
architects. The purposes will be to provide on-going consulting services following
completion of the project to ensure the project is adequately maintained into the future. It
will be disseminated to perspective vendors on January 14, 2013 with responses due back
to County Staff on or before January 21, 2013 at 5:00pm.
The responses will be available for review by the Committee at the February', 2013
meeting.
1
Request for Proposal- Landscape Maintenance Contract
Mr. Richard reported a request for County qualified vendors to respond to a solicitation
for the landscape maintenance services required for the project will be disseminated on
January 14, 2013. It is anti ipated the Committee will be able to review any responses
received at the February013 meeting.
Mr. Defpouw arrived at 10:15am
VI. Landscape Architect Report—Urban Green Studio
Dayna Fendrick of Urban Green Studio provided the document"Field Report No. 8"which
outlined recent project activities. Discussion followed with questions from the Committee.
Dayna Fendrick and Mr. Hannula provided an overview of the document including the
status of the work for placement of soil, installation of pavers, installation of irrigation system
components,pressure test results, installation of plantings, etc.
Mr. Hannula reported the installation of plantings is anticipated to begin by January 30, 2013
with the project slated for final completion by the end of February, 2013.
VII. Old Business
None
VIII. New Business
None
IX. Public Comment
None
There being no further business to come before the Committee, the meeting was
adjourned by the Chair at 11:05 A.M.
RADIO ROAD EAST MSTU ADVISORY
COMMITTEE
. le. � / P
Sue Ch.pin,Vice IA,airman
The Minutes were approved by the Comittee on J j
as presented , or as amended V
The next meeting date is FebruaryX 2013
at the Plantation Club House, 7773 Tara Court,Naples, FL 34104
2
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AG•TRONIX
QUOTATION/PROPOSAL
SPECIALIZING IN MOTOROLA IRRIGATION CONTROL SYSTEMS DATE QUOTE NO.
1304 N. 15th STREET
IMMOKALEE, FL 34142 1/30/2013 2671
CUSTOMER NAME
Public Services Division
Department of Alternative Transportation
3299 East Tamiami Trail Suite 103 [ Buil
Naples,Florida 34112
TERMS REP SHIP VIA PROJECT
Net 30 SLC
ITEM DESCRIPTION QTY PRICE TOTAL
RADIO ROAD QC Field Check and Communication
Check.
TS1 Technical Services-Radio Road AC Unit 8 85.00 680.00
TS1 Technical Services-DC Unit#1 8 85.00 680.00
TS1 Technical Services-DC Unit#2 8 85.00 680.00
TS1 Technical Services-DC Unit#3 8 85.00 680.00
NOTE:This proposal is contingent on all field and
controller wiring are correct. This will prevent any
additional charges. The County Representative and
Contractor Representative need to be present at time of
inspection. When inspection is passed and Ag-Tronix,
Contractor and County signs off. Then each unit will
have a warranty for one year from the date of purchase.
Thank you for your business. TOTAL
$2,720.00
QUOTE GOOD FOR 60 DAYS.
Sonya @ag-tronix.com www.ag-tronix.com
famed g tgeeq — T inifiatioa aoadaettat
Irrigation Consulting, Site Observation, System Auditing & Management
671 100th Avenue N.;Naples,Florida 34108
Telephone(239)304- 8451, Cellular(239) 692—2966
E-mail: JamesAbney—IC @yahoo.com
Proposed Irrigation System Construction — Initial Installation Memorandum
DATE: January 31, 2013
TO: Ms. Dayna L. Fendrick, R.L.A. A.I.C.P. —URBAN GREEN STUDIO, PLLC.
FROM: James C. Abney, JCA-IC.
PROJECT: RADIO ROAD EAST (Phase IV)—Naples, Florida
SUBJECT: Irrigation System Construction Progress.
The irrigation system installation has been advancing a better pace during the month of January. The electric
service was hooked up to the pump during the early part of January. The main line continued being pressure
tested until the pressure test was successfully passed on Thursday January 10, 2013. The installers continued
making installation modification to the Air Vacuum Relief Valves and Pressure Relief Valves. The Controllers
were installed. The zone control valves installation got started during the month. The hydrants installation is
getting started. The following paragraphs will provide an overview of the installation events that took place
during the month.
JANUARY 10,2013 MEETING
On January 10,2013 an onsite meeting took place at The CAT facility that is adjacent to the project Attendees to
the meeting included: Ms. Dayna L. Fendrick, RLA, AICP—Urban Green Studio; Mr. Darryl Richard, ASLA—
Collier County Department of Transportation Alternative Modes; Mr. Dale Hannula, Owner—Hannulah
Landscape&Irrigation; Esteban& Shelley, HLI staff; Irrigation Distributor manager; James Abney Irrigation
Consultant.
During the meeting the following items were addressed: Rejection of isolation valves at main line blow-off
locations; Acceptance of isolation valves that have a wheel activation handle; Modification of AVRV and PRV
installation; Installation of pressure regulators at zone control valves; Irrigation main line pressure testing.
During the meeting the following items were agreed to by all parties.
• The rejected 200 PSI isolation valves installed at the blow off assembles remained rejected and were
scheduled to be removed and replaced with 250 PSI valves as specified;
• The previously rejected blue isolation valves will be accepted if the wheel handle is removed and
replaced with a square nut handle without affecting all applicable warranties;
1
• Air Vacuum Relief Valves are going to be installed using two valve box extension instead of 6 or 7 as it
had been done at other projects in the past. Backfill soil is to be placed and compacted around the initial
section of the stub-out coming off the tee for PVC extension stabilizing and connection protection;
• Pressure Relief Valves are going to be installed using three valve box extension instead of 6 or 7 as it
had been done at other projects in the past. Backfill soil is to be placed and compacted around the initial
section of the stub-out coming off the tee for PVC extension stabilizing and connection protection;
• Zone control valves pressure regulators were to be installed at a later time (after the zone control valves
are installed)to avoid potential theft of the units. The pressure settings are to be: 40 PSI for spray
hydrant and bubbler hydrant zones; 50 PSI for rotor head hydrant zones. The pressure settings were
confirmed with the field superintendent at a later date and time on the field;
• During irrigation main line pressure testing the pressure must be equal at different points throughout the
main line, and the pressure drop must not exceed 1.27+/-PSI per 5000+/- L.F. of 3"irrigation main
during a two hours minimum time frame.
After the meeting James Abney and Dale H. reviewed pressure gauges throughout the main line. The main line
pressure was raised to 120 PSI at 10:00 AM on 01/10/2013. The pressure reading at all gauges review(three
different locations) was 119.5+/-PSI. The time of the readings ranged between 12:20 PM and 12:27 PM. The
irrigation main line hydrostatic test was concluded successful;the main line passed the leakage test.
ELECTRIC SERVICE
The electric service is installed, connected and in full operation. No installation/activation action is outstanding.
Status, 100% Complete.
IRRIGATION PUMP STATION INSTALLATION
Pump Station Installation: The pump station has gone through the initial activation and is currently going
through periodic activation as the hydrants are being installed. Operating calibration adjustments are taking
place throughout the later part of the system construction as the hydrants are being installed. Status: 95%
Complete. Continue providing calibration and operating adjustments as needed.
IRRIGATION CONTROLLERS INSTALLATION
AC Controller(Controller C3) & DC Controllers (Controllers Cl, C2 & C4): The four controllers are
installed but not operating yet. The battery boxes and batteries for the DC controllers are installed,but the
battery wires are not connected yet to the controllers. The grounding for the controllers was done during mid-
January. Each controller is grounded by two 5/8"x8' copper clad rod connected to a#6 bare copper wire. The
copper wire is connected to the rods using grounding securing hardware. The rods were installed 8'+/- apart
from each other. Each ground rod location can be identified by a 10"round valve box. Valve boxes were used
for quick ground rod location identification ease. The solar panels are already installed. Each panel is oriented
facing the SW.
Controllers initial activation, calibration and fine tuning, as well as grounding testing is tentatively scheduled
for the week of February 4 through February 8. The initial activation fine tuning and grounding testing work is
2
going to be done by AG-TRONIX staff. Once that the controller go through the initial activation and calibration
the control wires at the controllers are going to be connected for zones recognition and initial designation. For
the DC controllers the controller station/zone valve final number assignation is going to vary slightly from what
is shown per plan due to the way in which the ground wires are used/assigned for the DC controllers. The final
controller station/valve number designation is going to be documented and entered into the as-built record file.
Controllers' intercommunication is going to be coordinated and managed between CC staff and AG-TRONIX
staff.
Status: 70% Complete. Need to proceed with initial activation and calibration as well as grounding testing so
that the installers can start working on control zones recognition and control wires cabinet connections; and
eventually move into operating schedule programming and management.
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Above Pictures: Left Picture,The DC controllers' solar panel and batteries were recently installed. All solar
panels were installed facing the SW. The battery boxes and batteries were installed adjacent to the
corresponding controller; Right Picture,The connection wire lengths are adequate (30"+/-). The controller to
battery connections are going to be done during the controller's initial activation, to be done by AG-TRONIX
staff.
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Above Pictures:Left Picture,The controllers grounding rod location can be identified by searching for two
10" round valve boxes that are within 20'+/- from the controller, 8'+/- apart (distance between grounding rods;
Right Picture,Inside the box the top 3"+/- of the rod with the bare ground wire and attaching hardware will be
visible.
RAIN SENSOR INSTALLATION
3 0
Rain Sensor Installation: The rain sensor is installed. The model provided conforms with the model specified.
The attachment method and media conform with specifications but there is one problem; The construction
drawings clearly specified for one rain sensor to be installed for the entire project, at controller C3 (AC
Controller). The installers installed one rain sensor at each controller. The Irrigation Contractor will need to
discuss the matter with the Owner and determine on whether to leave the rain sensors installed at controllers
Cl, C2 and C4, or have the additional rain sensors removed from the controllers specified to not have a rain
sensor. Status: 90% Complete. Discuss with the Owner on whether to leave the additional units installed at the
DC controllers, or remove them. Provide unit shut-off adjustments to 1/4" for rain shutoff, and 10 MPH for wind
shutoff.
- . Left Picture: The rain/Wind/Freeze sensors are
.:' installed, but the installer installed extra units at
controllers (DC Controllers)that were not
- designated to have sensing devices installed.
01;22/2013
CONTROL WIRE INSTALLATION
The control wire installation initial phase is close to being complete. The installers have been routing the
control wires into the controllers, as well as doing preliminary connections to zone control valves solenoids to
begin the zones recognition process once that the controllers go through the initial activation. The control wires
are being connected to the solenoid wires using temporary wire connectors that are going to be removed and
replaced with DBR wire connectors once that all zones corresponding to a controller are fully identified and the
final corresponding station number is designated. The zone control wires for the last median adjacent to the
Davis Boulevard intersection are installed and bundled at the designated location shown per plan. Status: 80%
Complete. Proceed to zones recognition/identification after the controllers are available to begin the process.
Replace the temporary connector with the DBR connectors after all zones are identified at the corresponding
controller.
_,. - ----- "` Left Picture: The control wires wire recently
," routed into the interior part of the corresponding
' � .., controller's cabinet for connection to the controller
"` station slots.
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-". Left Picture: The control wires are being coiled at
the corresponding zone control valve. The wire
�_ r • " � coils are neatly done and conform to specifications.
The wires are being connected to the corresponding
solenoid with temporary connectors that are going
Ott 'N to be replaced later with DBR connectors.
Left Picture: The control wires for the zone control
valves for the last median, adjacent to the Davis
Boulevard intersection are installed, bundled and
located within a 10"round valve box.
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01;22/2013
PVC IRRIGATION MAIN LINE INSTALLATION & PRESSURE TESTING
Main Line Piping System Installation, The installation of the 3" irrigation main line is complete. The pressure
test successfully passed on 01/10/2013. The starting pressure was 120PSI at 10:00 AM, the pressure readings
taken between 12:20 and 12:27 PM were 119.5+/- PSI. The pressure drop within the time frame of the testing
conforms within the allowable limits for 3" PVC main line sections. Status, 100% Complete. Corrective
Action Required: None
IRRIGATION MAIN LINE PRESSURE CHECK POINTS
The IMPCP assemblies are installed within their respective boxes. The assemblies materials and elements
conform with the specifications. The pressure gauges used are 0-100 PSI liquid filled pressure gauges. The
corresponding boxes are installed level, and with the top 1"+/- above finish grade. Status, 90% Complete.
Finish adding the gravel within the corresponding boxes.
4 T °�� - Left Picture: The installation of the Irrigation Main
. 110, = ` ; Line Pressure Check Points is almost complete.
` ;a Gravel needs to be added to the boxes for
41V completion.
•
5 9
- EXISTING SLEEVES LOCATION, EXTENSION& DIRECTIONAL BORES INSTALLATION
The sleeving work is complete. The identification number, location and depth of the new bores information is
documented and entered into the As-Built electronic file. Status, 100% Complete.
IRRIGATION MAIN LINE ISOLATION & SPECIALTY VALVES INSTALLATION
Isolation Valves: The previously rejected blue isolation valves have been accepted under the condition that the
wheel handle is removed and replaced with a square nut handle, without affecting all applicable warranties. The
wheel handles were removed and replaced with square nut handles. The valve boxes and access sleeves were
reinstalled. Status, 90% complete. Provide the 2"+I- layer of gravel that is normally provided between the
extension sleeve and the valve box's interior wall.
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Above Pictures: The wheel handles have been removed from the blue isolation valves. The handles were
replaced with square nut handles suitable for the blue valves.
Irrigation Main Line Blow-Off Assembly Main Valve Replacements: The rejected 200 PSI isolation valves
(blue) installed at the blow off assembles remained rejected and were scheduled to be removed and replaced
with 250 PSI valves (red) as specified. The valves removal and replacement has been done. The main line blow-
off new assemblies are approved: Status, 80% Complete. Provide the gravel within the valve boxes.
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Above Pictures: The replacement of the Main Line Blow-Off Assemblies main valve (red)was done recently.
The new IMLBO assembles are approved. Gravel needs to be installed within the valve boxes.
Air Vacuum Relief Valves Installation, The Air Vacuum Relief Valves were reinstalled using two valve box
extension instead of 6 or 7 as it had been done at other projects in the past. SCH 80 PVC risers and fittings were
used to interconnect the valves to the main line. The number of valve box extensions is suitable for the ARV
installation. Status, 90% Complete. Need to provide the gravel layer within the corresponding valve box. The
top of the gravel should be about 2"+/- below the point where the PVC riser connects to the bottom of the valve.
6
10
- � Left Picture: The installation of an AVRV using
two valve box extensions worked in a satisfactory
fashion. The Irrigation Contractor provided SCH 80
PVC riser and interconnecting fittings. Gravel needs
_ • �� to be added so that the installation is complete and
eligible for accepted status.
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ti Pressure Relief Valves Installation,The Pressure Relief Valves were reinstalled using three valve box
extension instead of 6t or 7 as it had been done at other projects in the past. SCH 80 PVC risers and fittings were
used to interconnect the valves to the main line. The number of valve box extensions is suitable for the PRV
installation. Status, 90% Complete. Need to provide the gravel layer within the corresponding valve box. The
top of the gravel should be about 2"+/- below the point where the PVC riser connects to the bottom of the valve.
,. . 7: y-4 Left Picture: The installation of a PRV using three
, , # z , valve box extensions worked in a satisfactory
" '`' �� fashion. The Irrigation Contractor provided SCH 80
PVC riser and interconnecting fittings. Gravel needs
".- �y `- to be added so that the installation is complete and
eligible for accepted status.
4 A� ax
X01/22,201 3
Quick Coupling Valves Installation, All quick coupling valves are 90% installed. The valves are attached to
the corresponding SCH 40 PVC piping header with pre-manufactured PVC swing joint assemblies. The valves
are installed within 10"round valve boxes. The valve box bottoms are lined with non-woven filter fabric that fabric
attached to the box's exterior with duct tape. The valves are being secured/anchored with rebar and a screw
clamp for attachment hardware. Gravel needs to be added to the boxes interior. Status, 90% Complete.
Provide/install the gravel to the boxes' interior. Top of the gravel shall be 2"+/-below the bottom of the valve's
connecting inlet.
,..----N ,, Left Picture: The installation of quick coupling
`' t . valves has been satisfactory so far. The
'
, securing/anchoring rebar sections are already
ti J attached to the valves. The installation of the valve
boxes and backfilling conforms with the
specifications. Gravel needs to be added to the
" interior of the boxes so that the installation is
_,Liii ` complete and eligible for accepted status.
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7 0
Zone Control Valves Installation, All zone control valves are 70% installed. The valves are attached to the
corresponding water supply SCH 40 PVC piping header and to the corresponding lateral line piping section.
Each valve is installed within a jumbo valve box, one valve per box. The valve box bottoms are lined with non-
woven filter fabric that is attached to the box's exterior with duct tape. The valve boxes have been installed
level and neatly, with adequate soil backfilling and compaction. The control wires are being curled in
accordance to the specifications. Temporary wire connectors are being installed so that the valves can be
activated to test the solenoids and also for controller station to zone recognition. The temporary wire connectors
are going to be removed and replaced with permanent DBR wire connectors once that all zone control valves
are assigned to their final controller station. The specified pressure regulators are being attached to the zone
control valves. The pressure regulator settings shall be: 40 PSI for spray head and bubbler hydration zones; 50
PSI for rotor head zones. Identification and warning tags remain to be attached to each valve. Gravel needs to
be added to the boxes interior.
At the DC controllers the zone control valve number/controller station designation number is going to change
slightly due to the way in which zone control valve solenoids are assigned to DC controllers' corresponding
ground wire assignation. The new valve/controller station number assigned is going to be documented and
entered into the electronic As-Built Record file.
Recently it was discovered that the same valve number/controller station number was assigned to a different
zone control valve. This means that the system has an additional zone control valve that was not identified
earlier. The zone control valve that was repeated is C3-7. Once that all final zone control valve numbers and
controller station numbers are assigned and confirmed the changes are going to be documented and entered into
the As-Built Record files.
Status, 70% Complete. Continue with the valves/zone/controller station recognition process. Provide/attach the
warning and identification tags. Install the gravel to the boxes' interior. Top of the gravel shall be 2"+/-below
the bottom of the corresponding valve's bottom.
-=
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"�
s 01 22 2013
Above Pictures: The installation of the valve boxes has been uniform and consistent throughout the entire
project.
r
Left Picture: The installers provided sufficient
{ , , ;; control wire length at each valve so that adequate
\Nt: ' control wire curls are assembled. The zone control
valve assemblies neatly fit into each box without
overcrowding it.
8
Left Picture: The pressure regulators are being
attached to the zone control valves.
2514
HYDRANTS' INSTALLATION
The installation of the hydrants is starting to occur. The lateral lines piping material and interconnecting fittings
and tubing sections conform with the specifications. Class 200 PVC Pantone Purple 522C piping, 12"-18"
burial depth observed; SCH 40 PVC solvent weld fittings attached to the piping sections; Flexible polyethylene
tubing with male barbed hard plastic interconnecting fittings for connecting hydrants to tubing sections. The
tubing section lengths range from 24"to 60" depending on whether they are for pop-up hydrants or bubbler
hydrants. The tubing section lengths are being trimmed to an adequate length as the hydrant placement/location
is determined and the hydrant is installed.
The following hydrant placement criteria is going to be implemented:
• Back of Curb Distance at Wide Median Sections (18' to 50' landscape area width): 24" from BOC;
• Back of Curb Distance at Intermediate Width Median Sections (12' to 18' landscape area width): 18"
from BOC;
• Internal Median Areas Following Planting Area Outline: 12"+/- from edge of shell along the mulch
boundary outline ... be flexible, provide field adjustments as needed;
• Back of Curb Distance at Semi-Narrow Width Median Sections (8' to 11' landscape area width): 12"
from BOC;
• Back of Curb Distance at Narrow Width Median Sections (>6' landscape area width): 8" from BOC;
• Height Above Grade Installation at BOC: 6"+/- above grade;
• Height Above Grade Installation at internal Median Areas: 6"+/- above grade, but be ready to provide
slight height field adjustments at locations where field adjustments might be needed;
• Bubbler Hydrants Placement: At edge of rootball perimeter, locations might be adjusted according to
trees/palms final planting location.
9
SUMMARY
The installers continue working with diligence to make progress with the project installation. The meeting that
took place on 01/10/2013 eliminated doubts that were lingering around and creating conflict. The results being
observed after the meeting have been positive. Good communication amongst all team members is essential and
is yielding satisfactory results.
If you have any questions, feel free to contact me at your convenience.
Sincerely yours,
JAMES C.ABNEY-IRRIGATION CONSULTANT
James C. ,4bvre/J
James C. Abney, I. A., C.I.T.
State of Texas Licensed Irrigator 005636
Irrigation Association Certified Landscape Irrigation Auditor 018448
10
LANDSCAPE
J ; ARCHITECT'S
FIELD REPORT
PROJECT: RADIO ROAD EAST MSTU FIELD REPORT No. 9
CONTRACT: LANDSCAPE&IRRIGATION-HANNULA LANDSCAPING, INC. PROJECT No.
DATES: 1/10/13,1/24/13& TIME Varied WEATHER Clear&sunny TEMP RANGE hi 70's
1/30/13
EST%OF COMPLETION 65% CONFORMANCE WITH SCHEDULE(+/-) on track
WORK IN PROGRESS PRESENT AT SITE
Gumbo Limbo tree pits&planting Darryl Richard, CC ATM
Irrigation heads install Dayna Fendrick, Urban Green Studio
Pressure testing 2nd attempt Dale Hannula, Hannula LS
Control valves&boxes
IRRIGATION MEETING 1/10/13
ATTENDEES: Jim Hughes,John Deere Landscape; Dale Hannula, HLI; Jeanie Jones, HLI; Esteban, HLI; James Abney; Dayna
Fendrick, UGS, Darryl Richard,CC ATM
1. Discussion of Red and Blue Valves:
Reviewed the schematic diagram prepared by Hannula which shows current locations&types of valves. The Blue valve
has a wheel,which is too deep to access by hand. The valve wheel can be interchanged to a square nut.
The difference between the Red and the Blue valves is the pressure rating -Blue is 200 PSI, Red is 250 PSI. The 250 rating
is critical at the Blow-off Valve Assembly at the ends, because they are closed. The valves in the middle are typically open.
Both valves are flanged valves,so can be removed and changed out easily. There is no price difference between the two.
The supplier didn't see the RW on the spec and ordered the wrong valve.
James and UGS approved to change out the 2 Blue valves for Red at the ends and keep the 2 Blue valves in the middle and
swap out the wheels for square nuts.
2. Pressure regulators will be installed later so they don't get dirt in them while installing the control valves.
3. James explained his nozzle labeling protocol on the plan set.
4. Matco bronze gate valves are installed.
5. The revised Pressure Release Valve detail is clear,and the PRV's have been installed.
6. Pressure tests have been re-conducted,and are achieving acceptable results-120.5 PSI at Pump Station and 120 PSI at W.
end. James allows for a 1.5 PSI difference max. James was to observe and confirm the results after the meeting.
7. Installation of control valves will be finished this week.
8. Dale requested that James communicate critical items with him directly rather than relaying them through Samuel in the
field.
9. Discussed the need to have the Controller power-up done correctly. Dale&Darryl discussed doing an informal on-site
meeting w/Roger Dick before the power-up and then have Roger present on site with AgTronix, Hannula,and James Abney
for the power-up. It was noted ground rods are required for DC controllers as well as the AC controller,and proper resistance
testing must be done w/an OHM meter and documented.
NOTES/OBSERVATIONS 1/24/13 ATTENDEES: Dale Hannula, Darryl Richard, Dayna Fendrick, Katie Binkowski
1. Dale expressed a concern with the soil conditions they were finding as they excavated the Gumbo Limbo tree pits. He
believes there is a lot of limerock base content and thinks we will need to install the percolation sumps per detail. The
Percolation Drain detail was an Add Alternate item with a unit price of$280.
2. Dale provided 2 samples of sand for the coarse sand backfill required for the Gumbo Limbos and Buccaneer Palms. UGS
approved the sample that was the coarser of the two, known as Perc Sand,which is commonly used for drainfields.
RRE Field Report#9
3.The AC irrigation controller was supposed to have arrived with the antennae,but they can't find it if it was delivered. Note:
The antennae were later found at the electrician's shop and installed.
4. Weather stations were delivered and installed on the DC controllers,even though the weather station is only needed on
the AC controller. Note: The detail on the plan has one detail for both controllers and showed a weather station,so HLI
ordered and installed them on all controllers.
5. A load of the Gumbo Limbo trees were delivered and we all went to see the trees as they began unloading(+/-25).
yu',.,� r ,
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6. While the Gumbos were being unloaded,we all went out to the medians to review the tree pits and soil conditions. The
soil appears to be a mix of sand and some limerock base,and is very compacted. Hannula filled 2 tree pits with water at 10:10
and 10:30 and we observed the rate at which the water level dropped. Two more holes were filled at 11:30 to provide a
broader sample of the perc rate. We all returned at 3:00 to review the water levels. Two of the holes had drained and met
the 2" per hour perc rate,and 2 holes had not met that rate. Discussion ensued as to whether we should install the perc drain
sumps on all trees. Dale suggested to look at re-pricing the drain sumps with smaller pipe-8"or 12" instead of 18",and 4'
instead of 6'depth. Darryl requested that he proceed with working up the alternate price.
w« e+ '
7. Dale, Darryl and Dayna met again on site on Friday 25th at 3:30 to review more tree pits
that had been dug and filled and further discuss the drainage and contract requirements.
it
Hannula had installed several holes on Median#36 with 6"and 8"pipe, and we agreed to
fill one with gravel to test the performance of the perc drain sump vs.no sump. Darryl "- ,�`"
stated that it is the contractor's responsibility to demonstrate the 2" per hour perc rate, `'Y`ta` z
and that is should be tested on all tree pits since conditions vary from median to median.
Dale expressed a concern that the perc tests are being done in the dry season and that the iv-
rates
could be much slower in the summer when the soils are saturated. Darryl requested
that UGS consider the situation and be prepared to make a recommendation regarding the
•:11
need for perc drain sumps. .
NOTES/OBSERVATIONS MONDAY 1/28/13
1. UGS provided a Gumbo numbering plan so each tree could be recorded individually.
2. Hannula proceeded with filling all Gumbo Limbo holes with water,and the water levels were checked at various points
throughout the day. Darryl checked in late morning and Nolberto had noted the time and water level for the holes at that
point. Dayna walked the site with Nolberto at 2:00-3:30 and noted the readings at that time. Darryl checked again later that
afternoon and Dale noted the last holes at 4:00 p.m.and again at 8:00 a.m.the next morning. These readings are summarized
in Table A Percolation Rates,attached. Of the total 52 Gumbo Limbos,28 were found to not meet the 2" per hour spec,and
would need the percolation sump installed. Note 4 of these were tree pits that had the pipe/gravel installed and were shown
to be effective,so it was determined to leave them in place.
RRE Field Report#9
3. One Gumbo Limbo#9 was shifted approximately 6'to the east to avoid the water main where it crossed the median to the
south.
4. Hanulla provided an alternate price for the percolation sumps at$78 per tree, based on all trees(251)total. This was for
the 8" pipe at 4'depth.
5. Dayna called the engineer who provided the soils report to re-confirm the soil borings and findings. In general,there are
sandy soils, but the permeability rates indicate a highly compacted condition. Which he said is typical for FDOT situations.
NOTES/OBSERVATIONS WEDNESDAY 1/30/13
1. Dale noted that his price of$78/tree for the percolation drain sumps had been based on '�'
the total number of trees(251),and his shipping and pipe prices would vary based on a _
quantity. If we do less than the total quantity,the price per tree would go up. Based on *#
the approx.50%rate needed for the Gumbo Limbos,the new quantity would be 78 trees; '` �!
Dale estimated an additional$15-$22 per tree,not to exceed a total of$100 per tree.
2. We agreed that Hannula will do the same perc test for the remaining trees to determine
if each tree pit meets the 2"/hr spec.This includes the Royal Palms,Silver Buttonwood, a
Pigeon Plum and some of the Buccaneer Palms. Dayna noted that the Soils report f ''"
indicated very fast drainage in Medians#31 and 32,due to a likely undergound utility
trench(which is the water main we are now aware of). Due to the fast permeability rate rK
and that the proximity of the water main would preclude the use of an auger,the
Buccaneer Palms in Medians#31 and 32 will not receive a perc drain sump. The 25 gallon
• . . '
Thrinax palms and Silver Palms also will not receive per drain sumps.
3. Hannula has confirmed the setback off of back of curb and height of the heads by email with James. Head install is going
on now,about 200 heads/day.
4. The Controller install is to be performed by AgTronix; Dale requested that they do the power-up next week.
5. The paver installation is complete; Darryl noted that there are still some existing pavers that were chipped during
construction,which need to be replaced.
6. Some weed growth has emerged,especially in the additional topsoil,and needs to be sprayed with Round-Up or equal.
7. The planting of the Gumbo Limbos will start today.Yay!
ITEMS TO VERIFY
INFORMATION OR ACTION REQUIRED
Darryl to provide a work directive for Hannula to install the percolation drain sumps where the percolation rate does not
meet the 2"/hr rate,per the proposed deviation of 8" pipe,at 4'depth.
ATTACHMENTS
Schematic Diagram Irrigation Valves
Table A Percolation Rates
DISTRIBUTE TO
All attendees James Abney Irrigation Consultants Katie Binkowski, UGS Jeanie Jones, Hannula LS
Shelly Williamson, Hannula LS
REPORT BY: Dayna Fendrick, Urban Green Studio 1/31/2013
RADIO ROAD EAST MSTU
PERCOLATION TEST TABULATION AS OF DATE: 2/4/13
RADIO ROAD EAST MSTU PROJECT-CONTRACT 12-5878
KEY-PLANT SYMBOLS
PS-BUCCANEER PALM BS-GUMBO LIMBO A-SILVER PALM
RP-ROYAL PLAM CE-SILVER BUTTON CD-PIGEON PLUM
TREE NO./ DATE START TIME CHECK TIME WATER WATER LEVEL ELAPSED PERC RATE MEETS 2"/HR
KEY LEVEL DROP REMAINING TIME (IN/HR) SPEC
1 PS
2 PS
3 PS NO DRAIN SUMPS NEEDED DUE TO FAST PERC
4 PS RATE PER SOILS REPORT AND PROXIMITY TO
5 PS
6 PS WATER MAIN
7 PS_
8 PS
9 PS
10 PS
11 PS
12 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 0" 19 hrs PROBABLE
13 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 0" 19 hrs PROBABLE
14 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 0" 19 hrs PROBABLE
15 PS
16 PS
17 PS NO DRAIN SUMPS NEEDED DUE TO FAST PERC
18 PS RATE PER SOILS REPORT AND PROXIMITY TO
19 PS
20 PS WATER MAIN
21 PS
22 PS
23
24
25 NO DRAIN SUMPS NEEDED ON 25 GAL MATERIAL
26
27
28
29
30 1/28/13 2:45 PM 4:25 PM 6" 1:40 3.61 YES
31 BS 1/28/13 2:45 PM 4:25 PM 4" 1:40 2.4 YES
32 BS 1/28/13 2:45 PM 4:25 PM 5" 1:40 3 YES
33 BS 1/28/13 2:45 PM 4:25 PM 3.5" 1:40 2.1 YES
34 BS 1/28/13 2:45 PM 4:25 PM 4" 1:40 2.4 YES
35 BS 1/28/13 3:20 PM 4:25 PM 4" 1:05 2.4 YES
36 BS 1/28/13 3:20 PM 4:25 PM 4" 1:05 2.4 YES
37 BS 1/28/13 3:20 PM 4:25 PM 2" 1:05 1.85 NO
38 BS 1/28/13 3:20 PM 4:25 PM 3" 1:05 2.77 YES
39 BS 1/28/13 3:20 PM 4:25 PM 3" 1:05 2.77 YES
40
41
42
43 NO DRAIN SUMPS NEEDED ON 25 GAL MATERIAL
44
45
46
47
48 CE
49 CE
50 CE
51 CE
52 CE
53 C E
54 CE
55 CE
56 CE
57 CE
58 CE
59 CE
60 CE
61 CE
62 CE
63 CE
64 CE
65 CE
66
67
68
69 NO DRAIN SUMPS NEEDED ON 25 GAL MATERIAL
70
71
72 BS 1/28/13 1:30 PM 3:05 PM 3" 1:35 1.9 CLOSE
73 BS 1/28/13 1:30 PM 3:05 PM 2.5" 1:35 1.58 NO
74 BS 1/28/13 1:30 PM 3:05 PM 4" 1:35 2.53 YES
75 BS 1/28/13 1:30 PM 3:05 PM 3.5" 1:35 2.22 YES
76 BS 1/28/13 1:30 PM 3:05 PM 4" 1:35 2.53 YES
77 BS 1/28/13 1:30 PM 3:05 PM 2.5" 1:35 1.58 NO
78
79
80
81 NO DRAIN SUMPS NEEDED ON 25 GAL MATERIAL
82
83
84
85 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 0" 19 hrs PROBABLE
86 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 8" 19 hrs NO
87 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 2" 19 hrs NO
88 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 0" 19 hrs I PROBABLE
89 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 6" 19 hrs NO
90 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 13" 19 hrs NO
91 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 0" 19 hrs PROBABLE
92 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 0" 19 hrs PROBABLE
93
94
95
96
97
98 NO DRAIN SUMPS NEEDED ON 25 GAL MATERIAL
99
100
101
102
103
104
105 BS 1/28/13 1/29/2013 8:00 0" YES
106 BS 1/28/13 1/29/2013 8:00 0" YES
107 BS 1/28/13 1/29/2013 8:00 14.5" NO
108 BS 1/28/13 11:35 2:10 2.5" 2:35 0.96 NO
109 BS 1/28/13 I 11:35 I 2:10 7" I I 2:35 2.70 I YES
110 BS 1/28/13 11:35 2:15 4.5" 2:40 1.68 NO
111 BS 1/28/13 11:35 2:15 4" 2:40 1.50 NO
112 BS 1/28/13 11:35 2:15 4" 2:40 1.50 NO
113 BS 1/28/13 11:35 2:15 4.5" 2:40 1.68 NO
114 BS 1/28/13 11:35 2:15 4.5" 2:40 1.68 NO
115 BS 1/28/13 I 11:35 I 2:15 13.5" I I 2:40 5.05 YES
116 BS 1/28/13 11:35 2:15 4.5" 2:40 1.68 NO
107A
108 A
109 A
110 A
111 A
112 A NO DRAIN SUMPS NEEDED ON 25 GAL MATERIAL
113 A
114 A
115 A
116 A
117
118 CD
119 CD
120 CD
121 CD
122 CD
123 CD
124 CD
125 CD
126 CD
127 CD
128 CD
129 CD
130 CD
131 CD
132 CD
133 CD
134 CD
135 CD
136 CD
137 CD
138 CD
139 CD
140 CD
141 CD
142 CD
143 CD
144 CD
145 CD
146 CD
147 CD
148
149
150
151
152
153
154 NO DRAIN SUMPS NEEDED ON 25 GAL MATERIAL
155
156
157
158
159
160
161 BS 1/28/13 I 11:00 2:20 9" 3:20 2.70 YES
162 BS 1/28/13 11:00 2:20 6" 3:20 1.80 NO
163 BS 1/28/13 11:03 2:30 9" 3:27 2.60 YES
164 BS 1/28/13 11:05 2:30 8" 3:25 2.33 YES
165 BS 1/28/13 10:30 2:30 8" 4:00 2.00 YES
166 BS 1/28/13 10:35 2:30 10" 3:55 2.55 YES
167 BS 1/28/13 10:30 2:30 7" 4:00 1.75 NO
168 BS 1/28/13 10:30 2:35 17"EMPTY 4:05 4.17 YES
169 BS 1/28/13 10:30 2:35 18"EMPTY 4:05 4.41 YES
170 BS 1/28/13 10:10 2:35 16" 4:25 3.60 YES
171 BS 1/28/13 10:05 2:37 8" 4:32 1.76 NO
172 BS 1/28/13 10:05 2:37 8" 4:32 1.76 NO
173 BS 1/28/13 10:03 2:40 5" 4:37 1.08 NO
174 BS 1/28/13 10:03 2:40 8" 4:37 1.72 NO
175 BS 1/28/13 I 10:00 I 2:40 11" I I 4:40 2.36 I YES
176
177
178
179
180 NO DRAIN SUMPS NEEDED ON 25 GAL MATERIAL
181
182
183
184
185
186 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 0" 19 hrs PROBABLE
187 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 0" 19 hrs PROBABLE
188 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 0" 19 hrs PROBABLE
189 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 0" 19 hrs PROBABLE
190 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 10" 19 hrs NO
191 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 17" 19 hrs NO
192 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 11" 19 hrs NO
193 RP 2/2/13 1 10:00 am or 2:00 pm I 2/3/2013 9:00 I 0" I 19 hrs I PROBABLE
194
195
196
197 NO DRAIN SUMPS NEEDED ON 25 GAL MATERIAL
198
199
200 BS 1/28/13 (Auger could not be used due to proximity to water main-moved 6'to the east I
201 BS 1/28/13 9:30 2:45 8" 5:15 1.52 NO
202 BS 1/28/13 9:30 2:45 6" 5:15 1.14 NO
203 BS 1/28/13 9:17 2:45 10" 5:28 1.83 NO
204 BS 1/28/13 9:35 2:47 6" 5:12 1.15 NO
205 BS 1/28/13 9:15 2:47 8" 5:32 1.44 NO
206 BS 1/28/13 9:14 2:47 9" 5:33 1.62 NO
207 BS 1/28/13 I 9:14 2:49 I 12" I 5:35 2.14 I YES
208 BS 1/28/13 9:14 2:50 8" 5:36 1.42 NO
209
210
211 NO DRAIN SUMPS NEEDED ON 25 GAL MATERIAL
212
213
214 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 Hole not dug
215 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 Hole not dug
216 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 Hole not dug
217 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 Hole not dug
218 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 Hole not dug
219 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 6" NO
220 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 0" PROBABLE
221 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 0" PROBABLE
222 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 11" NO
223 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 7" NO
224 RP 2/2/13 10:00 am or 2:00 pm 2/3/2013 9:00 12" NO
225 CE
226 CE
227 CE
228 CE
229 CE
230 PS
231 PS
232 PS
234 PS
235 PS
236 PS
237 PS
238 CE
239 CE
240 CE
241 CE
242 CE
243
245
246
247 NOT IN CONTRACT
248
249
250
251
252
NOTE: SOME VARIATION TOOK PLACE AS TO HOW WATER LEVELS WERE MEASURED; IN SOME CASES,THE
WATER LEVEL DROP WAS MEASURED. IN OTHER CASES,THE WATER LEVEL REMAINING WAS MEASURED. IN
GENERAL,THE CRITICAL ISSUE WAS WHETHER THE TREE PIT EVENTUALLY DRAINED OR NOT. GIVEN THAT THE
AVERAGE WATER DEPTH WAS 24"-30",AT A 2'/HR PERC RATE,THE HOLES SHOULD BE DRAINED IN 12-15
HOURS.
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RADIO ROAD EAST MSTU
MAINTENANCE CONSULTING PROPOSAL
JANUARY 23, 2013
It is with great enthusiasm that we submit this proposal to Collier County for the above referenced project. To
respond to the specific needs of the project, we have assembled a multi-faceted team with a great depth of
experience in addressing these types of projects, and a track record of successfully working together in a
complementary manner. Our proposed team members are:
Urban Green Studio—Prime consultant, project management, landscape architecture
James Abney Irrigation Consultant—Irrigation design&consulting services
EcoBotanic Designs, Inc.—Horticultural consulting services
Signature Tree Care—Arborist consulting services
1. UNDERSTANDING OF PROJECT SPECIFIC NEEDS
The Radio Road East MSTU project is approximately 1.3 miles in length, and is currently under construction with
landscape and irrigation improvements. The project is the culmination of the vision of the Radio Road East MSTU,
which was formed in 2009 with the support of the surrounding communities for the purpose of beautifying the
medians. The MSTU Advisory Committee went through an extensive interview process to select a landscape
architect for the project. It was our great honor and pleasure for Urban Green Studio to be selected,due mostly to the
sustainable design philosophy we presented. It has been a very positive experience to engage with the Committee
over the past two years to develop an environmentally sound and efficient design that will be beautiful upon
completion.
One of our main design goals was to create a more sustainable model of roadway landscape that would lessen the
energy inputs required and do a better job of water conservation. Since the Board of County Commissioner passed
an ordinance in 2008, sod is no longer allowed on County roadways. This promotes the goals of water conservation
and lower maintenance cost, however it also presented a challenge of how to treat the widest parts of the Radio
Road East medians, which are up to 42 feet wide. In response to this challenge,we suggested a design solution that
incorporated these unique features:
KEY DESIGN FEATURES
• No Sod
• Crushed Shell was used in the manner that sod would normally d ' r- . ,
function, to create a visual break from planting beds and mulch. ` y t-
In the wider areas of the medians, the shell is used in big 4c c-
sweeping arcs, planted with Gumbo Limbo trees which are • , .ce
adapted to growing on shell mounds. r'
• Crushed Shell represents 30% of the overall median area •t#y
which does not have to be irrigated,thus reducing water use
• Plant selection that includes native plant materials that have not E'"• a .d. "k 1 'a,
been used extensively on other Collier County roadways, such
as Gumbo Limbo trees, Buccaneer Palms, Pigeon Plum trees,
and several native ground covers. Most of these are adapted to the natural pH of our local soils and do not
require excessive fertilizer supplements.
• Avoids plants that have been grossly over-used and have under-performed,such as Foxtail Palms.
• Water conservation through the use of coastal native landscape palette, supplemented with drought tolerant
adapted ornamentals for a focused use of color.
• Hydro-zone analysis of plant materials&their water needs,to group plants with similar needs together.
• Plant materials with a natural height under 24"are utilized in sightline areas to avoid frequent trimming and a
sheared boxy appearance.
• Simplicity in plant groupings, in appropriate massing for the speed at which they are perceived.
2
GENERAL MAINTENANCE REQUIREMENTS
• Crushed Shell — The shell areas will need periodic weed control and infrequent top-dressing (every 4-5
years as compared to every other year for mulch).
• Planting Beds-Weed control, trimming and periodic mulching and fertilization will be required for shrub and
ground cover planting areas. Some of the specific needs for the plant palette are noted below.
• Trees—Annual pruning will be needed for canopy trees.
SPECIFIC MAINTENANCE NEEDS
Some of the more unusual plant materials do have specific maintenance needs,which are outlined below:
• Gumbo Limbo Trees: Provide selective pruning to promote a sound branching structure, since they do not
naturally grow with a central leader. A strong structure can still be attained without a central leader. Pruning
will also be needed to lift the canopy as the trees grow, to maintain a 15' ht. clearance above the travel
lanes. With the advent of a new pest in the Naples area, the spiraling white fly, preventive measures will
need to be taken to protect the appearance of the project. The white fly does not injure the plant, but does
create a mess in the form of sooty mold which detracts from the appearance of the trees and surrounding
area. Note: The white fly may also affect the Royal Palms and Silver Buttonwood trees as they have many
potential hosts.
• Buccaneer Palms: Cut back irrigation once established. Since these palms are slow-growing and
expensive, it will be worthwhile to protect this investment in the event of a severe cold spell. Treat with
ZeroTol or Copper following a freeze event or prolonged cold spell. Apply one time immediately after freeze
and again in 30 days. Monitor for black staining on trunk to determine if
further treatments are necessary. =f:
• Sunshine Mimosa: Since this ground cover can be aggressive, cut long li
runners at edges. Mow occasionally to promote new growth. Remove 4'"1,
weeds by hand or mechanical means;do not use Round-up in beds. ,y
• Asian Jasmine: This ground cover material requires weed control �•
:rep.
diligence for the first six months. Remove weeds by hand or mechanical
means;do not use Round-up in beds. .
• Florida Coontie: Monitor and treat for scale if needed. Coffee grounds
are recommended to combat scale.
• Golden Creeper: Allow natural form, do not shear. Clip long runners.
2.0 EXPERIENCE OF DESIGN PROFESSIONAL
Ms. Dayna L. Fendrick, founder of Urban Green Studio, has been designing and managing streetscape projects in
Southwest Florida for over 25 years, beginning with the original Naplescape project that was the springboard for the
Collier-Naplescape program. This experience has allowed Ms. Fendrick to observe plant performance and
maintenance issues over many years. While design adjustments have been made to historical projects over time due
to median cuts and roadway modifications, many of the major design elements of these projects still remain in place.
Radio Road East MSTU Beautification,Collier County, 2010-presently under construction
Urban Green Studio and James Abney Irrigation Consultant are currently working with Collier County on this
project, which includes 1.3 miles of roadway landscape& irrigation improvements. The design features the use of
crushed shell, no sod, plant selection for sustainability and appropriate
hydro-zone groupings,with a strong emphasis on native plant materials. - - ¢ 0".
The project will create a more sustainable model for the Collier County
roadway landscape program, in response to increased concerns over
maintenance budgets and a need for improved water and energy
conservation.
RADIO ROAD EAST MSTU
MAINTENANCE CONSULTING PROPOSAL -- --
JANUARY 23,2013 t i
3
South Collier Boulevard Streetscape,City of Marco Island,FL,2007-2008,
Ms. Fendrick, in her former position, was the Project Manager/Landscape Architect for the
:4004 renovation of 1.7 miles of South Collier Boulevard median plantings, which had been
'- ,Y > significantly damaged during Hurricanes Charley and Wilma. The scope of work included
' evaluating the existing trees and shrubs and making recommendations for removal or
creating and to refurbish the existing g a plan plantings. The landscape design
incorporated a coastal native plant palette, supplemented with drought-tolerant material and a
focused use of color. Ms. Fendrick worked closely with City staff and the Beautification
Advisory Committee during design of the project.
Collier Area Transit Intermodal Transfer Station,Collier County, 2011-present
Urban Green Studio is currently working as a team member with ATKINS for the
design of a new 10,300 sf transfer station, which will be an infill facility within the
NM MMINNIP
Collier County ty Government Center parking garage. The client's goal is to achieve a
LEED gold rating. UGS coordinated closely with site engineers on site design and
storm-water management to incorporate green development techniques including bio-
swales, native plant selection and littoral shelf plantings. UGS also provided
landscape and irrigation design and site furnishings selection. The project is currently
under construction. AT Troasje Station under construction
The Shores at Berkshire Lakes,
The Shores at Berkshire Lakes Master HOA,2011
Urban Green Studio and James Abney Irrigation Consultant
provided landscape and irrigation design for the sound wall buffer 4 r ,.
along Santa Barbara Blvd and Radio Road. Plant selection was •
based on County criteria and site constraints of overhead and
•
underground utilities. We prepared the ROW Permit application and -4: ,
coordinated with Collier County Transportation Dept.
Sapphire Lakes Entry Landscape Renovation,Sapphire Lakes Master After buffer planting
HOA Board of Directors,2012
Befors,
This community entry was in need of an update, as the original
plantings had been installed 20-plus years ago, and many elements had been
added piecemeal over time. The new design achieves a more cohesive and
fresh look, and also incorporates features of the Radio Road East MSTU median
4- design, such as the crushed shell and plant selection. Urban Green Studio
x
• --�' provided evaluation of existing materials and planting renovation design for the•
project.
A pre-cursor for the Radio Road medians pf c
10th Street NorthStreetscape,City of Naples CRA
District,2007-2008, Project Landscape Architect,
Ms Fendrick, in her former position, and James Abney served as a team members for this ' > r
redevelopment area streetscape design. Project challenges included r.o.w. encroachments - 0,1 _
and informal parking areas. Improvements included street lighting, site furnishings, •' - '
landscape, irrigation,special pavers and crosswalks.
Lely Resort,Naples,FL,Lely Development Corporation,
Landscape Architect/Project Manager
The project entry for this 2800 acre community was aligned to create a dramatic
,1"1,04 ' �
+ ," setting for a sculptural feature. The design team conducted a nationwide search
4„ for a bronze sculptor, and found the artist who created the Freedom Horses. The
large lakes flanking the entrance, and the towering Royal Palms impart a grand
sense of scale to the community. Services included site design, landscape,
irrigation and street lighting design for the three major boulevards, as well as
construction observation. The major elements are still intact after 20 years in place.
RADIO ROAD EAST MSTU
MAINTENANCE CONSULTING PROPOSAL -- ,-
JANUARY 23,2013
4
Little Harbour, Naples, FL, Landscape Architect/Project Manager -
The goal for this 26 acre residential neighborhood was to create an understated -.
elegance that would fit within the established, affluent community of Port Royal. To
capture the feel of a beachfront community, more than 200 Coconut Palms were ---
relocated on site to perimeter buffers and common areas. A regular 1 ~
i street tree pattern and signature cul-de-sac treatment created a
cohesive and unique landscape character for the community.
---I - • . Goodlette-Frank Road,City of Naples,FL, Landscape Architect/Project Manager
./ ' Ms. Fendrick and Mr.Abney, in their former positions, provided landscape and irrigation design for
1 1.9 miles of median landscape. For this second Naplescape project, most major elements are still
intact after 20+years in place.
3. PREVIOUS LANDSCAPE MAINTENANCE CONSULTING EXPERIENCE
EcoBotanic Designs, Inc.
Thomas Hecker will provide horticultural consulting for the maintenance evaluation of shrub and ground cover
planting areas. He will inspect and analyze the landscape from a plant health and an aesthetic standpoint,diagnose
pests and diseases and nutritional and watering requirements and facilitate early detection of potential problems.
Mr. Hecker will attend the bi-monthly inspections with Urban Green Studio and the landscape maintenance
contractor, and will assist with the development of the annual maintenance program, and provide recommendations
for the monthly landscape maintenance reports to the MSTU Advisory Committee.
Mr. Hecker has a strong background in horticultural management, including six years as the Director of Horticulture at
the Naples Botanical Gardens. While with the Garden, Mr. Hecker was responsible for the following:
• Initiated the Garden's Green Team and built a strong Integrated Pest .. .a.
Management Program and maintained environmentally sound practices of
eliminating the need for pesticides and other harmful chemicals by instituting 1 -.—
natural alternatives to synthetic fertilizer and herbicide/pesticide use 4, .J.. hi
• Oversaw and managed all horticultural and zoological operations including IIII��,C! _ ' .3
daily maintenance of a diverse and documented collection(including a _I , ,
nursery,tree farm operation,small conservatory,several acres of themed -
gardens,a butterfly and three large bird enclosures,live animal exhibits,
including indoor and outdoor fish collections and a one-hundred acre nature
preserve)
The experience Mr. Hecker offers with ecological and best management practices will complement the sustainable
approach expressed in the design of the project.
Signature Tree Care,LLC
Ian Orlikoff, ISA Certified Arborist,Florida Certified Horticulture Professional,will provide arborist consulting for
maintenance evaluation of trees and palms, diagnosing pests and diseases, and pruning recommendations. Mr.
Orlikoffs input will likely take place on an annual basis for this maintenance consulting contract. Key plant materials
of the project that Mr. Orlikoff will address are the Gumbo Limbo trees, Royal Palms, Buccaneer Palms, Pigeon Plum
trees, and Silver Buttonwood trees.
A locally owned firm, Signature Tree Care was founded in 2002 by Mr. Orlikoff,whose expertise combines more than
16 years of hands-on tree care and landscaping experience. Mr. Orlikoff is also a NOFA Accredited Organic Land
Care Professional, and is MOT certified. He has been a guest speaker for ISA and University of Florida seminars.
Ian Orlikoff assisted the Collier County Contractor's Licensing Board with the development of the Tree Trimming
Contractor's Exam and is a member of the Collier County Commercial Horticulture Advisory Team.
Mr. Orlikoff has extensive experience in providing arborist consulting on Collier County roadways, and has worked
with several County entities, including the Transportation Department, Parks and Recreation, Water Management
Facilities, Bayshore Gateway Triangle and Conservation Collier.
RADIO ROAD EAST MSTU
--4 --
1
MAINTENANCE CONSULTING PROPOSAL xat
JANUARY 23,2013 f
5
4. PREVIOUS IRRIGATION MAINTENANCE CONSULTING EXPERIENCE
James C. Abney Irrigation Consultant will provide irrigation maintenance consulting for the project, including
identifying equipment repairs needed, and recommending scheduling adjustments for water conservation efficiency.
Mr. Abney is very familiar with the Radio Road East MSTU irrigation system, since he did the irrigation design for the
project, and has closely documented the installation of irrigation components. Mr. Abney will provide an in-depth
knowledge of the system, and valuable insight for future maintenance operations.
Mr. Abney has performed maintenance and management consulting for several projects, including performing audits
and coverage application review. His skill in performing audits, combined with his understanding of sub-tropical plant
materials and their water consumption characteristics will enable our team to carefully manage the irrigation
application and tailor it to the plant material needs as the material becomes
established. In addition, Mr. Abney is bi-lingual and can communicate
irrigation management strategies to maintenance staff with ease. K �r, '`
Mr. Abney has extensive experience with Collier County roadway
beautification projects, and is very familiar with the County's design �n.
standards, equipment and controller systems. A limited list of his ' ;*
maintenance/management consulting projects include: r'=" am
James Abn:v rcvisw of Radic Road field activities
• US 41 Naplescape 90's, Pine Ridge Rd to Coastland Mall
• Goodlette-Frank Road, Golden Gate Parkway to US 41 East
• Golden Gate Parkway,Airport Road to Goodlette Road
SUMMARY—SPECIAL QUALIFICATIONS OF TEAM
We believe our Urban Green Studio team is uniquely qualified for the Radio Road East MSTU Maintenance
Consulting contract. Our team strengths are reiterated below:
• Urban Green Studio designed the project and incorporated unique design approach/elements with the goal
of crafting a more sustainable model of roadway landscapes.
• We know the unusual plant palette and its specific maintenance needs.
• We have developed a very positive relationship with the MSTU Advisory Committee, and they trust us to
continue and protect the design intent.
• James Abney designed the irrigation system and documented elements as installed. James will coordinate
w/Roger Dick to adjust irrigation scheduling as the project matures and plant materials become established.
• EcoBotanic Designs will provide a horticultural"green management"approach, which supports the original
project vision of a more sustainable model.
• Signature Tree will provide the knowledge to properly prune and shape the form of the Gumbo Limbo trees
to promote a good structural branching habit and maintain proper heights above the travel lanes.
We are truly committed to this project and want very much to see it grow into
• t r' the design as envisioned. The Urban Green Studio team is uniquely
• qualified to carry forward the design intent as the project matures and protect
the investment of the Radio Road East MSTU District. We look forward to
working with you!
RADIO ROAD EAST MSTU
MAINTENANCE CONSULTING PROPOSAL
JANUARY 23,2013
VIC9ee Adelejetaa
Landscape Architecture
McGee & Associates is a full service Landscape Architectural design and planning firm located for the
past twenty-nine (29) years in Naples, Florida. The firm provides traditional Landscape Architectural
design, in-house irrigation design, and maintenance consulting, planning and consulting Arborist
services. Michael A. McGee, R.L,A., I.S.A-, President and Founder, is the qualifying State of Florida
licensed Landscape Architect and Certified Arborist.
McGee&Associates is proud of its experience over the past twenty-nine (29) years of designing and
providing post landscape maintenance consulting services. Over the past twenty-five (25) years our
firm has maintained a continuous working relationship with multiple local Municipalities and •
beautification Advisory Committees. These multiple year working relationships is our firm's testament to
our commitment to our clients. We believe it speaks to our experience and knowledge to produce the
desired results for our clients and the general public.
Experience History -
26 years working with the Golden Gate Beautification M.S,T.U. �-
24 years working with the Lely Golf estates Beautification M_S_T U_ _ _
16 years working with the Immokalee Beautification M.S.T.U. - _ �
11 years working with the City of Marco Island
5 years working with the Radio Road Beautification M.S.T.U. - -
6 years working with Lee County Department of Transportation
9 years FDOT qualified consultant working on State of Florida Department of
Transportation Projects
McGee& Associates over the past twenty-four (24) years has been involved in post installation
landscape and irrigation maintenance consulting. During the past 24 years we have developed and
helped staff to improve Collier County's and the City of Marco Islands current maintenance roadway
maintenance specifications and procedures. We have also worked with multiple beautification Advisory
Committees in developing and maintaining their projects
We provide irrigation water source and irrigation system monitoring and recording services in an effort
to help the County and the Community increase its water conservation efforts. Our process provides
on-site observations, and water source meter recordings which are then translated into a graphical
format so that the information is easily understandable. Weekly, monthly and annual data is then
analyzed to help recognize over watering, system leaks or failures earlier: amount of supplemental
irrigation applied water in gallons and inches per site, as well as to establish and set watering rates and
goals for water conservation. (See attachments: monthly maintenance report with irrigation water
source monitoring data, Site specific irrigation watering schedule)
McGee & Associates has experience in municipal project procedures for permitting, preparing contract
documents, pre-bid conferences, bidding, and services during construction and maintenance
specification development. We work with municipal staff, and Advisory Committees to assist in
informing the communities through monthly and periodic public meetings. These meetings provide us
the opportunity to present verbal and visual presentations of our work products or information
requested by the Committees or the Public
Design * Environmental Management * Planning * Arborist
ARBOR1ST rARBORLST
5079 Taemiami Trail East t P,0, Box 8052 Maples,Florida 34101
` ? Phone(239) 417-0707' Fax (239) 417-0706
ISA mcseeassoc(aol.com , LC 098 A FL 1023A ISA
I's,.Gz,' ,
Landscape Architecture
McGee&Associates is an advocate of post landscape installation maintenance consulting services
monitoring.We believe successful maintenance is the most important part of any successful
beautification protect.We work with the client and their maintenance contractor to properly developed
maintenance specifications and monthly reviews to ensure contract compliance that will reduce the
overall maintenance costs and water use for any landscape project_
Similar Projects
The following is list of projects where we provide or have provided the list of primary deliverables being
requested.
Collier County
• Golden Gate Beautification MSTU
• Coronado Pkwy. & Hunter Blvd. Median Plantings
••r Collier Blvd SR 951 Median Plantings
• Golden Gate Parkway median Plantings
•;• Sunshine Blvd, median Plantings
❖ Tropicana Blvd. Median Plantings
4. Lely Golf Estates Beautification MSTU
••r St, Andrews Blvd. Median and Roadside Plantings
• Pebble Beach Blvd. Median Plantings
• Forest Hills Blvd, median Plantings
•: Doral Cr. Median and Roadside Plantings
•t. Radio Road Beautification MSTU
❖ Radio Road Phase l & II Median Plantings
• Devonshire Blvd. Medians and Roadside Plantings
•.• Immokalee Beautification. MSTU
-:* First Street Median and Roadside Tree Plantings
• Main Street SR 29 median and Roadside Plantings
City of Marco Island
• North and South Collier Blvd. Median& Roadside Tree Plantings
• South Barfield Dr. Median &Roadside Tree Plantings
-:•
Winterberry Dr_ Roadside Tree Plantings
•:• North Barfield Dr. Roadside Tree Plantings
• Bald Eagle Dr. Roadside Tree Plantings
• North Bald eagle Dr. roadside Tree Plantings
, Design * Environmental Management * Planning * Arborist ,rT ,
rri4 5079 Tamiami Trail East!P.O. Box 8052 Naples, Florida 34101
Phone(239) 417-0707 ` Fax (239) 417-0708
l:tiA
mcgeeassoc@aol.com,LC 098"FL 1023A ISA
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12/1/2012 SA 10:00 AM 6 2848 706,529.00
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12/10/2012 M 11:00 AM 6 2851.8 2800 747,390.00 31,246.00 34,046.00
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12/17/2012 M 8:30 AM 8 2854.3 2500 764,885.00 17,495.00 19,995.00
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12/26/2012 W 9:30 AM 7 2857.7 3400 801,389.00 36,504.00 39,904.00
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1/2/2013 T 9:00AM 7 2860.6 2900 830,891.00 29,502.00 32,402.00
DECEMBER 2012 TOTALS: 12,600.00 124,362.001 136,962.00
PERCENTAGE OF TOTAL VOLUME USED 9.2% 90.8%
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