august 14, 2014 rio neighborhood advisory committee agenda ... · rio neighborhood advisory...

AUGUST 14, 2014RIO NEIGHBORHOOD ADVISORY COMMITTEE

AGENDA6:00 PM

RIO CIVIC CENTER, 1255 DIXIE HWY. JENSEN BEACH, 34957

1. CALL TO ORDER

2. APPROVAL OF MINUTES: May 29, 2014

3. UPDATESA. Landscape plants and ground cover options for the planting beds in western RioB. Rio north water and sewer project/proposed roadway segments and preliminary cost estimateC. Stuart Harbor development application timeline update (to be presented at meeting)

4. COMMENTSA. PublicB. MembersC. Staff

5. ADJOURN

Members & Term ExpirationMyra Galoci 11-Sep-2014 Robert Taylor 11-Sep-2017Debra Harsh 11-Sep-2015 M. Brent Waddell 11-Sep-2017Susan Clausterman 11-Sep-2016 David Wishart 11-Sep-2017Jim Lopilato (Vice-Chair) 11-Sep-2017 Richard Zurich (Chair) 11-Sep-2017Jill Pinkham 11-Sep-2017

Staff Kevin Freeman Community Development DirectorEdward Erfurt Urban DesignerNancy Johnson Community Development SpecialistPinal Gandhi-Savdas Community Development Specialist

2014 Meeting Dates – Rio NAC

Thursday, September 4th

Thursday, November 13th

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May 29, 2014RIO NEIGHBORHOOD ADVISORY COMMITTEE

MINUTES6:00 PM – RIO CIVIC CENTER

1255 NE DIXIE HIGHWAY, JENSEN BEACH, FLORIDA 34957

PRESENTChairperson ..............................................................................................................Rick ZurichVice Chairperson ......................................................................................................Jim LopilatoMembers...................................................................................................................Jill Pinkham

Debra HarshSue KloostermanBrent WaddellMyra GalociDavid WishartRobert Taylor

STAFF PRESENTCommunity Development Director............................................................................Kev FreemanCommunity Development Specialist.........................................................................Pinal Gandhi-SavdasUrban Designer.........................................................................................................Edward Erfurt

* Indicates a motion ** Indicates a vote *** For the record comment

1. CALL TO ORDER

The meeting was called to order at 6:05 pm.

2. CONSENT AGENDA

A. Approval of Minutes: February 27, 2014

* Jim Lopilato motioned to approve the Minutes as presented.

** Debra Harsh seconded and the motion carried 9–0

3. PRESENTATIONGrethel Clark, Division of Epidemiology, provided a presentation on Dengue Fever and Chikungunya

4. NEW BUSINESSA. Stuart Harbor Development

Raul Ocampo, Jr. provided a presentation.Rick Zurich stated he met with Raul and received presentation prior to the meeting. The presentation included the proposed master plan, mix of uses, density, height, water uses and access, and architectural character. It also included 3 minute video of a digital model.After the presentation, Raul and his team answered questions on different phases of the project, project name concerns, density and height, compliance with Comprehensive Plan, setbacks and buffers, architectural features, driveway access, plan submittals to Martin County and review process, permit requirements from state, and marina/number of slips.Kev explained the economic benefit of a proposed development project in the community.

The NAC Chair summarized the comments and general impressions from the community and requested the developer to provide updates and clarifications as project plans develop through the development review application process.

B. Rio Sewer GrantKev gave a presentation on proposed sewer grant program.

*A motion was made by Brent Waddell to work with Utilities Department to review options for

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Rio NAC May 29, 2014

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connecting property owners to sewer along the corridor that will have the best impact on investment. **Jill Pinkham seconded the motion and the motion carried unanimously 9-0

5. COMMENTSA. Public

Julie Priest stated that business owners have signed the commitment form confirming watering and wedding the planting beds near their business in western Rio. Staff will prepare letters thanking the business owners.

B. MembersRobert Taylor would like the members to give more consideration in decision making to create a bicycle-friendly community.

C. StaffStaff presented two options for groundcovers in the planting bed in western Rio. Sue Kloosterman will provide native plant alternatives to consider for planting beds. Staff will review the options and provide it to the members for consensus.

6. ADJOURN

* Brent Waddell motioned the meeting to be adjourned at 8:45 pm.** Jill Pinkham seconded the motion and the motion carried 9–0.

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ITEM 3A page 1

RIO NEIGHBORHOOD ADVISORY COMMITTEEAGENDA ITEM

MEETING DATE AUGUST 14, 2014

PREPARED BY: Pinal Gandhi-Savdas, Community Development Specialist

TITLE: Landscape palette for planting beds in western Rio

SUMMARY: The Neighborhood Advisory Committee is requested to review theadvantages and disadvantages of the landscape plants andground covers for the planting beds on the south side of NE DixieHighway between NE Sumner Avenue and NE Banyan TreeDrive.

BACKGROUND:

The western Rio project is a pedestrian walkway and streetscape project located along the south side of NE Dixie Highway between NE Sumner Avenue and NE Banyan Tree Drive.

The original landscape palette approved for the Rio Town Center roadway project featured Green Island Ficus, Perennial Peanuts, Juniper and Flax Lillies, Foxtail Palms and Live Oak trees. The Rio Town Center has an irrigation system. However, these plants are not recommended by the landscape designers/architects for the western Rio planting beds, where there is no irrigation.

The staff has prepared an alternative palette including variety of trees and groundcovers (refer to the enclosed exhibit) for the NAC Committee to consider. The suggested new palette are native and require less water.

The FDOT sight distance requirements limit the height of the ground cover in the planting beds to 24” above the pavement. Some ground covers will require frequent trimming to stay below the 24” height. Other ground covers may get too tall when matured and wouldn’t be allowed.

ITEM

3A

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ITEM 3A page 2

With keeping the existing conditions of western Rio in mind and FDOT site triangle requirements, the staff recommends the following four ground cover options: Mimosa strigillosa (Mimosa; powderpuff); Helianthus debilis (Beach sunflower; dune sunflower); Cocoplum (Horizontal stem dwarf); and Gaillardia pulchella (Blanker flower).

Mimosa will require some (periodic/early) fertilization to become established and promote healthy vigorous growth and prevent yellowing. It is low growing plants in close proximity to one another and useful as an interesting and drought-tolerant substitute for traditional lawn grass.

Dune sunflower and Blanker flower will require watering several times until they no longer wilt between watering and then let them go. Too much mulch, water or fertilizer kills these hardy wildflowers. Both groundcovers may not provide the intended visual appearance as they get ratty-looking and woody after peak flowering and may need to be replaced. However, trimming back will allow re-sprouting and known to being heavily self-seeding.

Horizontal Cocoplum has a mature height of 3-4 feet and has a slow growth. It has excellent drought tolerance. It is cold sensitive but will revive if it freezes. It is dense, evergreen, multi-stemmed, woody shrub with shiny leathery leaves and off-white to purple edible plums. The Cocoplum will look good year-round and once established should require very little supplemental irrigation. It may require periodic, selective pruning.

The community has expressed the desire the keep the contextual ‘Foxtail Palm’ theme along CR 707 in order to establish a community identity or “sense of place.” Based on County’s experience and landscape professionals, it will be difficult for these trees to equal the growth rate and look of their irrigated counterparts down the street. Foxtail Palms are moderate drought tolerant and requires regular deep watering with well-drained soil and regular fertilization with palm fertilizer. The fertilizer for Foxtail Palm should have ample amounts of micronutrients and slow release potassium because most Foxtail Palms develop potassium deficiency in potassium deficient soils. This palm responds well to regular, deep watering in well drained soils and dry windy environments. During cooler months the foxtail palm’s watering needs are lower, but given the roadside environment, this general rule may not be applicable. Without a dependable source of nutrients and water, it is not recommended.

There are alternative plants that are native, high drought tolerant and require low nutrients:

Thatch Palm (native) Sabal Palm (native) Live Oak (native)

All of these plants, once established, require little fertilizer or irrigation. The two recommended palms are palmate leaved palms and do not possess the same pinnate leaved configuration of the Foxtail Palm. It is also recommended to plant cluster of palms per planting bed rather than one for shorter palms.

In order to promote pedestrian-friendly environment, the staff recommends Live oaksalong CR 707 in western Rio. Well-established oaks will provide cool shade in the hot

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ITEM 3A page 3

weather, and reinforce Rio’s character and charm. Live oaks are currently planted in themedian of the Town Center. However, the location for the placement should be basedon site-specific conditions. Live Oaks should be the dominant species to provide a morewalkable experience and benefitting local businesses.

RECOMMENDED ACTION:

It is recommended that the committee review the proposed landscape palette andprovide input on the palette to use for the planting beds in western Rio.

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Western Rio Plant Palette Page 1

Mimosa strigillosa

Mim-MOH-suh strig-ill-OH-sa

Mimosa; powderpuff; sunshine mimosa; sensitive plant

A curbside display of mimosa

Mimosa Synonyms (Discarded Names): None found

Origin: Florida, Texas and northern Mexico

USDA Zone: 8B-11 (leaf damage at 15°F)

Growth Rate: Fast

Flowering Months: Spring through summer

Leaf Persistence: Evergreen

Salt Tolerance: Moderate

Drought Tolerance: High

Soil: Moist; dry once established

Nutritional Requirements: Low

Potential Pests: None serious

Typical Dimensions: Spreading; up to 1 foot high

Propagation: Rooted cuttings; seeds

Human hazards: None

Uses: A mat-forming groundcover that withstands

foot traffic and mowing; larval food source for the

little sulphur butterfly.

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Helianthus debilis

(heel-ee-ANTH-us DEB-bil-liss)

Beach sunflower; dune sunflower

Beach sunflower Origin: Florida; along U.S. Gulf coast to Texas U.S.D.A. Zone: 8-11 (down to 10°F) Growth Rate: Fast Flowering Months: Year-round in south Florida, summer in northern Florida Leaf Persistence: Semi-evergreen Salt Tolerance: High Drought Tolerance: High Nutritional Requirements: Low Potential Pests: None serious Typical Dimensions: 2’-4’ by 2’-4’ Propagation: Seeds; cuttings Human Hazards: None known Uses: Groundcover; butterfly attractant; border; mass planting; cascading down a wall; dune stabilizer; edging

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Chrysobalanus icaco Family:

Chrysobalanceae

(kriss-oh-bah-LAY-nuss eye-KAY-koe)

Cocoplum

Above: ‘Horizontal’ new stem growth creeps in all

directions and touches the ground as it moves outwards.

Stems that touch the ground form roots at the nodes. The

plant eventually becomes a dense groundcover. This

clump consist of several plants, is naturally occurring

from seeds, and is about three-years old.

Cocoplum (dwarf Cocoplum

“Horizontal”) Origin: South Florida; South and Central America;

Bahamas; western Africa

USDA Zone: 10b-12b (32°F leaf damage)

Growth Rate: Moderate to fast

Leaf: Simple, alternate, shiny, dark green thick and

leathery, elliptic or nearly round

Flower: Insignificant, greenish white, slightly sweet

fragrance, arranged in cymes along the twigs

Leaf Persistence: Evergreen

Salt Tolerance: High for ‘Horizontal’ cultivar,

lower for ‘Red Tip’ cultivar

Drought Tolerance: Medium

Wind Resistance: High

Soil: Wide


Potential Pests: Sri Lanka weevil, Lobate lac scale;

whitefly

Typical Dimensions: dwarf Cocoplum: 3-4 feet tall

Propagation: Cuttings; seeds; air layering

Human hazards: None

Uses: Hedge; dune stabilizer; honey plant; specimen

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Gaillardia pulchella

Family: Asteraceae (alt. Compositae)

Gaillardia; blanket-flower; fire-wheel;

Indian blanket; rose-ring gaillardia

Gaillardia (Blanket Flower) Synonyms (Discarded Names): Gaillardia bicolor;

G. bicolor var. drumondii; G. bicolor var.

vulgaris; G. drummondii; G. picta

Origin: Most of U.S., northern Mexico

U.S.D.A. Zone: 3a-11 (Minimum –40°F)

Plant Type: Annual

Growth Rate: Medium

Light Requirements: High

Flower Color: Yellow & red; red; yellow

Flowering Months: Year-round but primarily

from March to July in South Florida

Leaf Persistence: Herbaceous Annual

Soil Salt Tolerance: Medium


Soil Requirements: Wide; sandy, well-drained


Major Pests: Sweet potato whitefly

Typical Dimensions: 1-2 feet by 2-3 feet

Propagation: Seeds

Human Hazards: None

Uses: Borders; cut flowers; flower gardens;

butterflies; parking lot islands; roadside

beautification

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Thrinax radiata

Florida thatch palm, Jamaican thatch, thatch palm, chit

Florida Thatch Palm (Native) Synonyms (Discarded names): Cocothrinax

martii, C. radiate, Thrinax floridana, T. martii,

T. multiflora; T. wendlandiana

Origin: Extreme southern mainland coast of

Florida, Florida Keys, Bahamas, western Cuba,

Cayman Islands, Jamaica, Hispaniola, Puerto Rico,

Yucatan Peninsula, Honduras, Nicaragua

U.S.D.A. Zone: 10A-12B (28°F leaf damage)

Growth Rate: Slow

Typical Height: 20’

Habit: Solitary; canopy of 12-20 leaves

Crownshaft: None

Leaf: Palmate, induplicate, circular, slightly

folded; divided about halfway into segments that

are split at the tips; pointed hastula

Leaf Size: 4-5’ wide; segments 2.5’ long, 2” wide

Salt Tolerance: High


Wind Tolerance: High

Light Requirements: Moderate, high

Soil: Widely adaptable


Potential Insect Pests: Aphids; scales

Propagation: Seeds

Human hazards: None

Uses: Small gardens; containers; outdoors patios;

roadways; parking lots; seasides; specimen

Above: The infructescence (fruited

stems) hang in a circle around the

trunk, sometimes extending beyond

the leaf

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Sabal palmetto

Sabal Palm (Native) Origin: Southeastern United States

U.S.D.A. Zone: 8-11; thought to be hardy to at

least 15°F

Growth Rate: Slow

Typical Height: 40’


Crownshaft: None

Leaf: Costapalmate, strongly recurved; divided

to about

1/2 into numerous segments, some stiff, some

drooping

Leaf Size: Typically 5-6.5’ long and 3’ wide

Salt Tolerance: High for salt spray on leaves,

low for salt

in root zone


Wind Resistance: High

Light Requirements: Medium to High



Potential Pests: Ganoderma; palmetto weevils;

Texas

Phoenix palm decline

Propagation: Seeds, germinating in 2-3 months

Human hazards: None

Uses: Small palm; excellent for seaside areas;

specimen; roadways; parking lots; parks

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Quercus virginiana

Live Oaks

Live Oak (Native) Distribution: Mixed woodlands, sand

ridges, and other generally dry habitats

from the panhandle southward.

Growth Rate: Medium

Typical Height: 60-80’

Leaf: Leaves are thick, shiny, and dark green on

top,

lighter below. Small flowers are produced when

new

leaves are grown. The fruit, which is an acorn,

has a 1

inch long cup.

Leaf Size: 4-5’ wide; segments 2.5’ long, 2”

wide

Cold Hardiness: Down to -10°F

Salt Tolerance: Medium


Wind Tolerance: High

Light Requirements: Moderate, high



Potential Pests: Few pest and disease problems

Human hazards: None

Uses: roadways; parking lots, gardens, backyard

Broadest spreading of the oaks producing an

abundance of shade.

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http://www.google.com/url?sa=i&rct=j&q=&esrc=s&frm=1&source=images&cd=&cad=rja&uact=8&docid=i6HX56USDaz1-M&tbnid=ZWByt1XZ_ke9SM:&ved=0CAUQjRw&url=http://articles.orlandosentinel.com/2013-10-08/news/os-ocoee-trees-sidewalks-20131008_1_street-trees-sidewalks-homeowners-association&ei=IOWZU5VE0qHIBPH4glg&bvm=bv.68911936,d.cWc&psig=AFQjCNH1PuE9nqui4g4fiTeCQCd1XTYOjw&ust=1402680949997603


Wodyetia bifurcate

Foxtail Palm

Foxtail Palm Origin: native to Australia

U.S.D.A. Zone: 10a (30 to 35 F) – 11 (above 40 F).

Growth Rate: Moderate to Fast. Typical Height: 20-30’


Inflorescence: Branched, born below the crownshaft

Leaf: Pinnately compound, reduplicate, arching;

several hundred

fishtail leaflets attached in several ranks

Leaf Size: Typically 8-10 long

Salt Tolerance: Moderate

Drought Tolerance: Moderate

Wind Resistance: Medium

Light Requirements: Moderate, High

Water Requirements: Moderate. Deep watering

with well-drained soil


Nutritional Requirements: Moderate - To prevent

nutritional deficiency, apply good

quality palm fertilizer that has continues release

formula twice a year

during growing season.

Potential Pests: None

Propagation: Seeds, germinating in 2-3 months

Human hazards: None

Uses: Roadways; parking lots; parks; gardens

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ITEM 3B page 1




TITLE: Rio North Water and Sewer Project and Proposed Roadway Segments

SUMMARY: At the last Rio NAC meeting, the committee requested staff to propose a sewer project that could be built in coordination with Utilities Department and allocation of CRA funding. Staff looked at the section of Rio north of CR 707 in Martin Avenue area and has identified four roadway segments as candidate areas. Also attached is the cost estimate prepared by the Utilities Department for construction of water and sewer for the four proposed segments.

ITEM

3B

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RIO NORTH WATER AND SEWER PROJECT AND PROPOSED ROADWAY SEGMENTS

A: NE RAILROAD ST (WEST)B: NE FRANCES ST (EAST)C: NE OLIVE ST (WEST)D: NE OLIVE ST (EAST)

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UNIT QUANTITY UNIT COST TOTAL

STREET A = NE RAILROAD ST

1 MOBILIZATION, INSURANCE, & BONDS LS 1 $6,000.00 $ 6,000.00 2 MAINTENANCE OF TRAFFIC LS 1 $3,000.00 $ 3,000.00 3 AUDIO VIDEO DOCUMENTATION LF 300 $0.49 $ 147.00 4 8" SDR 26, 4'-8' LF 290 $29.83 $ 8,650.70 5 4' MH, 4'-8' DEEP EA 1 $2,829.00 $ 2,829.00 6 4" SDR 26 PVC LAT- SINGLE SERVICE W/CLEANOUTS LF 10 $13.55 $ 135.50 7 TIE INTO EXISTING MANHOLE EA 1 $5,000.00 $ 5,000.00 8 8" DIAMETER HDPE WATER MAIN LF 240 $58.21 $ 13,970.40 9 8" FUSED ADAPTORS EA 2 $249.00 $ 498.00 10 8" DIAMETER DIP WATER MAIN LF 0 $34.50 $ - 11 4" DIAMETER PVC WATER MAIN LF 50 $12.00 $ 600.00 12 8" GATE VALVES EA 0 $1,162.00 $ - 13 4" GATE VALVES EA 1 $692.00 $ 692.00 14 4" FUSED ADAPTORS EA 2 $162.00 $ 324.00 15 8" X 4" REDUCER EA 1 $144.00 $ 144.00 16 FIRE HYDRANT ASSEMBLY (INCLUDES VALVE) EA 1 $3,515.00 $ 3,515.00 17 SAMPLE POINTS EA 2 $244.00 $ 488.00 18 1" SERVICE CONNECTION - SINGLE SHORT EA 4 $520.00 $ 2,080.00 19 1" SERVICE CONNECTION - SINGLE LONG EA 6 $688.00 $ 4,128.00 20 FLUSHING HYDRANT EA 1 $1,334.00 $ 1,334.00 21 ROADWAY PAVEMENT CUT AND RESTORATION SY 311 $73.00 $ 22,703.00 22 1" ASPHALT OVERLAY SY 779 $20.00 $ 15,580.00 23 FLUSH HEADER CURB LF 0 $50.00 $ - 24 CONCRETE DRIVEWAY REMOVAL & RESTORATION SY 0 $55.00 $ - 25 SIDEWALK REMOVAL & RESTORATION SY 14 $43.00 $ 602.00 26 SOD RESTORATION SY 278 $3.00 $ 834.00 27 RECORD DRAWINGS LS 1 $3,000.00 $ 3,000.00

$ 96,254.60

$ 18,000.00

$ 114,000

DESCRIPTION

TOTAL ESTIMATED CONSTRUCTION COST

20% CONTINGENCY

TOTAL ESTIMATED COST (CFC CHARGES NOT INCLUDED)

MARTIN COUNTY WATER AND SEWER FOUR STREET EXTENSIONS

June 18, 2014 2012 Median Annual Prices

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STREET B = NE FRANCES ST

1 MOBILIZATION, INSURANCE, & BONDS LS 1 $6,000.00 $ 6,000.00 2 MAINTENANCE OF TRAFFIC LS 1 $3,000.00 $ 3,000.00 3 AUDIO VIDEO DOCUMENTATION LF 300 $0.49 $ 147.00 4 8" SDR 26, 4'-8' LF 292 $29.83 $ 8,710.36 5 4' MH, 4'-8' DEEP EA 2 $2,829.00 $ 5,658.00 6 4" SDR 26 PVC LAT- SINGLE SERVICE W/CLEANOUTS LF 5 $13.55 $ 67.75 7 TIE INTO EXISTING MANHOLE EA 1 $5,000.00 $ 5,000.00 8 8" DIAMETER HDPE WATER MAIN LF 210 $58.21 $ 12,224.10 9 8" FUSED ADAPTORS EA 4 $249.00 $ 996.00 10 4" DIAMETER PVC WATER MAIN LF 65 $12.00 $ 780.00 11 8" GATE VALVES EA 1 $1,162.00 $ 1,162.00 12 4" GATE VALVES EA 1 $692.00 $ 692.00 13 4" FUSED ADAPTORS EA 2 $162.00 $ 324.00 14 8" X 4" REDUCER EA 1 $144.00 $ 144.00 15 FIRE HYDRANT ASSEMBLY (INCLUDES VALVE) EA 1 $3,515.00 $ 3,515.00 16 SAMPLE POINTS EA 2 $244.00 $ 488.00 17 1" SERVICE CONNECTION - SINGLE SHORT EA 3 $520.00 $ 1,560.00 18 1" SERVICE CONNECTION - SINGLE LONG EA 2 $688.00 $ 1,376.00 19 FLUSHING HYDRANT EA 1 $1,334.00 $ 1,334.00 20 ROADWAY PAVEMENT CUT AND RESTORATION SY 316 $73.00 $ 23,068.00 21 1" ASPHALT OVERLAY SY 700 $20.00 $ 14,000.00 22 FLUSH HEADER CURB LF 0 $50.00 $ - 23 CONCRETE DRIVEWAY REMOVAL & RESTORATION SY 0 $55.00 $ - 24 SIDEWALK REMOVAL & RESTORATION SY 0 $43.00 $ - 25 SOD RESTORATION SY 139 $3.00 $ 417.00 26 RECORD DRAWINGS LS 1 $3,000.00 $ 3,000.00

$ 93,663.21 $ 18,000.00

$ 112,000

DESCRIPTION

TOTAL ESTIMATED CONSTRUCTION COST20% CONTINGENCY

TOTAL ESTIMATED COST (CFC CHARGES NOT INCLUDED)

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STREET C = NE OLIVE ST (WEST)

1 MOBILIZATION, INSURANCE, & BONDS LS 1 $6,000.00 $ 6,000.00 2 MAINTENANCE OF TRAFFIC LS 1 $3,000.00 $ 3,000.00 3 AUDIO VIDEO DOCUMENTATION LF 300 $0.49 $ 147.00 4 8" SDR 26, 4'-8' LF 267 $29.83 $ 7,964.61 5 4' MH, 4'-8' DEEP EA 1 $2,829.00 $ 2,829.00 6 4" SDR 26 PVC LAT- SINGLE SERVICE W/CLEANOUTS LF 5 $13.55 $ 67.75 7 TIE INTO EXISTING MANHOLE EA 1 $5,000.00 $ 5,000.00 8 8" DIAMETER HDPE WATER MAIN LF 260 $58.21 $ 15,134.60 9 8" FUSED ADAPTORS EA 4 $249.00 $ 996.00 10 4" DIAMETER PVC WATER MAIN LF 0 $12.00 $ - 11 8" GATE VALVES EA 0 $1,162.00 $ - 12 4" GATE VALVES EA 0 $692.00 $ - 13 4" FUSED ADAPTORS EA 0 $162.00 $ - 14 8" X 4" REDUCER EA 0 $144.00 $ - 15 FIRE HYDRANT ASSEMBLY (INCLUDES VALVE) EA 1 $3,515.00 $ 3,515.00 16 SAMPLE POINTS EA 2 $244.00 $ 488.00 17 1" SERVICE CONNECTION - SINGLE SHORT EA 2 $520.00 $ 1,040.00 18 1" SERVICE CONNECTION - SINGLE LONG EA 3 $688.00 $ 2,064.00 19 FLUSHING HYDRANT EA 0 $1,334.00 $ - 20 ROADWAY PAVEMENT CUT AND RESTORATION SY 268 $73.00 $ 19,564.00 21 1" ASPHALT OVERLAY SY 593 $20.00 $ 11,860.00 22 FLUSH HEADER CURB LF 0 $50.00 $ - 23 CONCRETE DRIVEWAY REMOVAL & RESTORATION SY 0 $55.00 $ - 24 SIDEWALK REMOVAL & RESTORATION SY 14 $43.00 $ 602.00 25 SOD RESTORATION SY 84 $3.00 $ 252.00 26 RECORD DRAWINGS LS 1 $3,000.00 $ 3,000.00

$ 83,523.96 $ 16,000.00

$ 100,000


DESCRIPTION

20% CONTINGENCYTOTAL ESTIMATED COST (CFC CHARGES NOT INCLUDED)

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STREET D = NE OLIVE ST (EAST)

1 MOBILIZATION, INSURANCE, & BONDS LS 1 $6,000.00 $ 6,000.00 2 MAINTENANCE OF TRAFFIC LS 1 $3,000.00 $ 3,000.00 3 AUDIO VIDEO DOCUMENTATION LF 300 $0.49 $ 147.00 4 8" SDR 26, 4'-8' LF 260 $29.83 $ 7,755.80 5 4' MH, 4'-8' DEEP EA 1 $2,829.00 $ 2,829.00 6 4" SDR 26 PVC LAT- SINGLE SERVICE W/CLEANOUTS LF 6 $13.55 $ 81.30 7 TIE INTO EXISTING MANHOLE EA 1 $5,000.00 $ 5,000.00 8 8" DIAMETER HDPE WATER MAIN LF 280 $58.21 $ 16,298.80 9 8" FUSED ADAPTORS EA 4 $249.00 $ 996.00 10 4" DIAMETER PVC WATER MAIN LF 0 $12.00 $ - 11 8" GATE VALVES EA 1 $1,162.00 $ 1,162.00 12 4" GATE VALVES EA 0 $692.00 $ - 13 4" FUSED ADAPTORS EA 0 $162.00 $ - 14 8" X 4" REDUCER EA 0 $144.00 $ - 15 FIRE HYDRANT ASSEMBLY (INCLUDES VALVE) EA 1 $3,515.00 $ 3,515.00 16 SAMPLE POINTS EA 2 $244.00 $ 488.00 17 1" SERVICE CONNECTION - SINGLE SHORT EA 3 $520.00 $ 1,560.00 18 1" SERVICE CONNECTION - SINGLE LONG EA 3 $688.00 $ 2,064.00 19 FLUSHING HYDRANT EA 0 $1,334.00 $ - 20 ROADWAY PAVEMENT CUT AND RESTORATION SY 261 $73.00 $ 19,053.00 21 1" ASPHALT OVERLAY SY 578 $20.00 $ 11,560.00 22 FLUSH HEADER CURB LF 0 $50.00 $ - 23 CONCRETE DRIVEWAY REMOVAL & RESTORATION SY 0 $55.00 $ - 24 SIDEWALK REMOVAL & RESTORATION SY 0 $43.00 $ - 25 SOD RESTORATION SY 167 $3.00 $ 501.00 26 RECORD DRAWINGS LS 1 $3,000.00 $ 3,000.00

$ 85,010.90 $ 16,000.00

$ 101,000

TOTAL PROJECT ESTIMATED COST (STREETS A ,B, C & D) $ 427,000

NOTE: THESE COSTS WERE CALCUALTED USING THE MCU&SW 2012 CONTINUING CONTRACT UNIT PRICES

DESCRIPTION

20% CONTINGENCYTOTAL ESTIMATED COST (CFC CHARGES NOT INCLUDED)


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ITEM 3C page 1




TITLE: Stuart Harbor development application timeline update

SUMMARY:

No resubmittal has been received beyond the original application submittal for both the Master and Phase 1, to date. According to Article 10, LDR, resubmittals should occur within 90 days of report issuance and there are provisions for the applicant to reques t a 60 day extension beyond that. In addition to the information below, several sub -team meetings with the applicant and their consultants have been held to provide assistance, primarily dealing with engineering and environmental issues.

Master Site Plan: 3 rounds of Sufficiency review; development application intake on May 15; initial staff report issued June 5; joint workshop with applicant held June 12.

Final Site Plan Phase 1: 2 rounds of sufficiency review; development application intake on May 12; initial staff report issued July 8; joint workshop currently scheduled for Aug. 7th.

ITEM

3C

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