Agenda 03/08/2016 Item #16A10 3/8/2016 16.A.10.
EXECUTIVE SUMMARY
This item requires that ex parte disclosure be provided by Commission members. Should a hearing
be held on this item, all participants are required to be sworn in. Recommendation to approve for
recording the final plat of Hacienda Boulevard Phase One, (Application Number PPL-
PL20130001954) approval of the standard form Construction and Maintenance Agreement and
approval of the amount of the performance security.
OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the
final plat of Hacienda Boulevard Phase One, a subdivision of lands located in Section 23,
Township 50 South, Range 26 East, Collier County, Florida, following the alternative procedure
for approval of subdivision plats pursuant to Resolution 99-199. This procedure allows for the
Board to approve the plat and associated construction documents for construction purposes and
recording purposes concurrently.
CONSIDERATIONS: The Development Review Division has completed the review of the
construction drawings, specifications, and final plat of Hacienda Boulevard Phase One. These
documents are in compliance with the County Land Development Code and Chapter 177, Florida
Statutes. This project is within the Hacienda Lakes MPUD, Ord. 11-41. All fees have been paid.
Security in the amount of 10% of the total cost of the required improvements, and 100% of the
cost of any remaining improvements, together with a Construction and Maintenance Agreement
for Subdivision Improvements, shall be provided and accepted by the County Manager or his
designee and the County Attorney's office prior to the recording of the final plat. This procedure
is in conformance with Section 10.02.05 A.4.b of the Land Development Code.
The Development Review Division recommends that the final plat of Hacienda Boulevard Phase
One be approved for recording.
FISCAL IMPACT: The project cost is $813,410.45 (estimated)to be borne by the developer.
The cost breakdown is as follows:
a) Water& Sewer -0-
b) Drainage, Paving, Grading $813,410.45
The Security amount, equal to 110% of the
project cost, is $894,751.50
The County will realize revenues as follows:
Fund: Growth Management Fund 131
Agency: County Manager
Cost Center: 138327 -- Land Development Services
Revenue generated by this project: Total: $25,572.32
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3/8/2016 16.A.10.
The Fees are based on a construction cost estimate of$813,410.45 and were paid in Jan. 2013
and December 2014.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,170.00
b) Construction Drawing Review Fee
Water& Sewer(.75% const. est.) n/a
c) Drainage, Paving, Grading
(.75% const. est.) $ 6,100.58
d) Construction Inspection Fee
Water& Sewer(2.25% const. est.) n/a
e) Drainage, Paving, Grading
(2.25% const. est.) $18,301.74
GROWTH MANAGEMENT IMPACT: There is no growth management associated with this
Executive Summary, the plans and plat represent roadway improvements.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and
requires a majority vote for Board approval. - SAS
RECOMMENDATION: To endorse staff's recommendation to approve the final plat of
Hacienda Boulevard Phase One (Application Number PPL-PL20130001954) for recording with
the following stipulations:
1. Approve the amount of$894,751.50 as performance security for the required improvements;
or such lesser amount based on work completed, and as is approved by the Development
Review Division.
2. Approve the standard form Construction and Maintenance Agreement and direct the
County Manager or his designee:
a. To withhold Certificates of Occupancy until the required improvements have received
preliminary acceptance.
b. To delay recording of the plat until suitable security and an appropriate Construction
and Maintenance Agreement is approved and accepted by the County Attorney's
office and the Board of County Commissioners or the County Manager or his
designee, or his designee on behalf of the Board pursuant to Section 10.02.05 A.4.b
of the Land Development Code.
Prepared by: John Houldsworth, Senior Site Plans Reviewer, Development Review, Growth
Management Department
Attachments:
1) Location Map
2)Plat Map
3) Opinion of Probable Cost
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3/8/2016 16.A.10.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.10.
Item Summary: This item requires that ex parte disclosure be provided by Commission
members. Should a hearing be held on this item, all participants are required to be sworn in.
Recommendation to approve for recording the final plat of Hacienda Boulevard Phase One,
(Application Number PPL-PL20130001954) approval of the standard form Construction and
Maintenance Agreement and approval of the amount of the performance security.
Meeting Date: 3/8/2016
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior,Development Review
1/22/2016 11:00:22 AM
Approved By
Name: McLeanMatthew
Title:Project Manager,Principal,Development Review
Date: 1/28/2016 11:00:57 AM
Name:PuigJudy
Title: Operations Analyst,Operations&Regulatory Management
Date: 1/29/2016 2:54:21 PM
Name: PuigJudy
Title: Operations Analyst, Operations &Regulatory Management
Date: 1/29/2016 3:20:37 PM
Name: FrenchJames
Title: Deputy Department Head-GMD, Growth Management Department
Date: 2/9/2016 4:08:53 PM
Name: StoneScott
Title: Assistant County Attorney, CAO Land Use/Transportation
Date: 2/9/2016 5:01:46 PM
Name: MarcellaJeanne
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3/8/2016 16.A.10.
Title: Executive Secretary,Transportation Administration
Date: 2/16/2016 8:21:24 AM
Name: KlatzkowJeff
Title: County Attorney,
Date: 2/17/2016 1:58:05 PM
Name: IsacksonMark
Title: Division Director-Corp Fin&Mgmt Svc, Office of Management&Budget
Date: 2/23/2016 4:26:56 PM
Name: CasalanguidaNick
Title:Deputy County Manager, County Managers Office
Date: 2/28/2016 3:32:55 PM
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3/8/2016 16.A.10.
4. ROBAU &.ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
SUMMARY
GENERAL $ 78,011.25
EARTHWORK S 27,698.70
SANITARY SEWER S -
POTABLE WATER&FIRE S -
STORM DRAINAGE S 189,460.00
PAVING S 410,227.80
LANDSCAPING S 19,610.70
LIGHTING S 88,402.00
TOTAL S 813,410.45
Contingency(110%)of TOTAL $ 894,751.50
CONSTRUCTION(EXCEPT LIGHTING)REVIEW FEE 0.75%OF ESTIMATE $ 5,437.56 (PAID)
CONSTRUCTION(EXCEPT LIGHTING)INSPECTION FEE 2.25%OF ESTIMATE $ 16,312.69
CONSTRUCTION(LIGHTING)REVIEW FEE 0.75%OF ESTIMATE $ 663.02 (Check Provided)
CONSTRUCTION(LIGHTING)INSPECTION FEE 2.25%OF ESTIMATE $ 1,989.05
PPL-PL20130001954
REV: 4
2/16/201510:25 AM X\Shand\Pt013-00-023 Flatheads Lakes Blvd.Phan PCC IPamit_App_SuppordRAIA'3NOPC_mv0
Packet Page -336-
3/8/2016 16.A.10.
��.c; , ROBAU &ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
Project:Hacienda Blvd
Estimated By:KAM
Checked By:PWB
EARTHWORK
IDESCRIPTION 1 UNIT 1 QUANTITY I COST TOTAL
Regular Excavation
CY 0 $ 2.00 5 -
Lake Excavation(Blasted Rock-20'Deep Lakes- CY 54856 $
Included in excavation fees)
Lake Excavation(Blasted Rock-12'Deep Lake) CY 0 $
2.80 $ -
Embankment(From Regular&Lake Excavation CY
0 $ 1.50 $ -
Includes Spread,Compact&Fine Grading)
6.3
Excavate,Stockpile for Rock Bury
CY 0 $
Replace from Stockpile&Cover Rock Bury
CY 0 $ 1.25 $ -
Import Fill(compacted in-place)
CY 0 $ 9.75 $ -
Berm Construction
LF 6295 $ 3.80 $ 23,921.00
Swale Construction
LF 493 $ 2.50 $ 1,232.50
Construction Entrance(FDOT Stone Bed)
EA 0 $ 0.01 $ -
Rip-Rap(12")w/Fabric
SY 0 $ 60.00 $ -
Rock Crushing(On-site from Lake Excavation) CY
0 $ 2.50 $ -
Rock Blasting(Range$15,000/$75,000,Depends AC
3 $ - $
on Thickness of Rock&Other Variables-
Included in excavation fees)
Gabions(standard size 6'x3'x3'filled w/stone
EA 0 $ 210.00 $ -
and installed)(There are 10 different sizes)
Sod @ Lake Banks
SY 1818 $1.40 $ 2,545.20
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ROBAU &ASSOCIATES
4
NPDES Monitoring LS 0 $7,500.00 $ -
Earthwork Subtotal $ 27,698.70
ter,
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{IN.,
ROBAU &ASSOC LATES
PRELIMINARY OPINION OF PROBABLE COST
Project:Hacienda Blvd
Estimated By:KAM
Checked By:PWB
SANITARY SEWER
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
8"PVC Sanitary Sewer Main(0'-6'Depth) LF 0 $ 24.00 $ -
8"PVC Sanitary Sewer Main(6'-8'Depth) LF 0 $ 30.00 $
8"PVC Sanitary Sewer Main(8'-10'Depth) LF 0 $ 42.00 $ -
8"PVC Sanitary Sewer Main(10'-12 Depth) LF 0 $ 56.00 $ -
8"PVC Sanitary Sewer Main(12'-14'Depth) LF 0 $ 72.00 $ -
8"PVC Sanitary Sewer Main(14'-16'Depth) LF 0 $ -
4'Diameter Manholes(0'-6'Depth) EA 0 $ 3,800.00 $ -
4'Diameter Manholes(6'-8'Depth) EA 0 $ 4,600.00 $ -
4'Diameter Manholes(8'-10'Depth) EA 0 $ 5,500.00 $ -
4'Diameter Manholes(10'-12'Depth) EA 0 $ 6,400.00 $ -
4'Diameter Manholes(12'-14'Depth) EA 0 $ - $ -
4'Diameter Manholes(14'-16'Depth) EA 0 $ 9,000.00 $ -
Additional Cost,Drop Manhole for(8'-10'Depth) EA 0 $ 1,000.00 $ -
Additional Cost,Drop Manhole for(10'-12'Depth) EA 0 $ 1,300.00 $ -
Additional Cost,Drop Manhole for(12'-I4') EA 0 $ 1,800.00 $ -
Additional Cost,Drop Manhole for(14'-16') EA 0 $ 2,600.00 $ -
6"PVC Laterals LF 0 $ 21.00 $ -
6"Single Clean-out EA 0 $ 225.00 $ -
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A 4,,,iROBAU &ASSOCIATES
SANITARY SEWER
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
6"Double Clean-out EA 0 $ 425.00 $ -
Video Inspection LF 0 $ 2.00 $ -
Lift Station Average,(See Listing Below) EA 0 $ 140,000.00 $ -
4'PVC Force Main(C-900,CL200,DR-IS) LF 0 S 16.00 $ -
4'PVC Force Main(C-900,CL 200,DR-14) LF 0 $ 18.00 S -
6'PVC Force Main(C-900,CL 200,DR-18) LF 0 S 22.00 $ -
6"PVC Force Main(C-900,CL 200,DR-14) LF 0 $ 26.00 $ -
8"PVC Force Main(C-900,CL 200,DR-IS) LF 0 S 30.00 S -
8"PVC Force Main(C-900,CL 200,DR-I4) LF 0 S 32.00 $ -
Air Release Valves EA 0 S 1,200.00 $ -
8"Force Main Hot Tap EA 0 S 3,500.00 $ -
6"Force Main Hot Tap EA 0 $ 3,100.00 S -
4'Force Main Hot Tap EA 0 S 2,500.00 $ -
Directional Bore 4"Force Main,(12"Casing) LF U $ I40.00 S -
Directional Bore 6"Force Main,(12"Casing) LF 0 $ 160.00 $ -
Directional Bore 8"Force Main,(16"Casing) LF 0 $ 210.00 $ -
4"Plug Valve EA U $ 1,000.00 $
6"Plug Valve EA 0 S 1,200.00 $ -
8"Plug Valve EA 0 $ 1,500.00 $ -
10"Plug Valve EA 0 S 2,000.00 $ -
12"Plug Valve EA 0 $ 2,600.00 $ -
Connect to Existing Dead-End or Tee,Force Main EA 0 $ 2,100.00 $ -
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ROBAU &ASSOCLATES
SANITARY SEWER
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Sanitary Sewer Subtotal $ -
Note:
For Trench Rock,Add To LF of Pipe Cost
Rock Thickness&Based on 4'Wide Rock Excavation
2'Thick Depth,Add$7.40
4'Thick Depth,Add S14.80
6'Thick Depth,Add S22.20
B'Thick Depth,Add$29.60
10'Thick Depth,Add$3750
For Lift Stations w/Wet Wells 14'to 16'Average Cost
$130,000
For Lift Stations w/Wet Wells 16'to 18'Average Cost
$140,000
For Lit Stations w/Wet Wells 18'to 20'Average Cost
$155,000
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. 3/8/2016 16.A.10.
n ROBAU &ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
Project:Hacienda Blvd
Estimated By:KAM
Checked By:PWB
POTABLE WATER&FIRE
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
12"PVC Water Main(C-900,CL-200,DR-I4) LF 0 $ 32.00 $ -
12"PVC Water Main(C-900,CL-200,DR-18) LF 0 $ 30.00 $ -
12"Gate Valve EA 0 $ 2,800.00 $ -
12"x 24"Hot Tap EA 0 $ 5,200.00 $ -
12"Backflow Preventer EA 0 $ 12,000.00 $ -
12"Master Meter EA 0 $ -
Directional Bore 12"PVC w/24"Casing) LF 0 $ 265.00 $ -
10"PVC Water Main(C-900,CL-200,DR-14) LF 0 $ 28.00 $ -
10"PVC Water Main(C-900,CL-200,DR-18) LF 0 $ 26.00 $ -
10"Gate Valve EA 0 $ 2,300.00 $ -
10"x 24"Ilot Tap EA 0 $ - $ -
10"Backflow Preventer EA 0 5 10,000.00 $ -
10"Master Meter EA 0 $ 15,500.00 $ -
Directional Bore 10"PVC w/20"Casing) LF 0 $ 245.00 $ -
8"PVC Water Main(C-900,CL-200,DR-14) LF 0 $ 22.00 $ -
8"PVC Water Main(C-900,CL-200,DR-18) LF 0 $ 20.00 5 -
8"Gate Valve wI Box EA 0 $ 1,400.00 S
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v ‘417 ROBAU &ASSOCIATES
POTABLE WATER&FIRE
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
8"x 12"Hot Tap EA 0 $ 3,500.00 $ -
8"Backflow Preventer EA 0 $ 8,000.00 S -
Fire Hydrant Assembly EA 0 $ 3,600.00 $ -
Dead-End Hydrants EA 0 $ 3,800.00 $ -
Blue RPM's EA 0 $ 12.50 $ -
Penn.Bact.Sample Point EA 0 $ 1,200.00 $ -
Temporary Blow-off&Bact.Sample Points EA 0 $ 1,200.00 $ -
Air Release Valve EA 0 S 1,200.00 $ -
6"Backflow Preventer EA 0 S 6,000.00 $ -
6"Gate Valve w/Box EA 0 $ 1,200.00 $ -
6"x 12"Hot Tap EA 0 $ 3,100.00 $ -
4"Gate Valve w/Box EA 0 $ 1,000.00 5 -
4"PVC Utility Sleeves LF 0 $ 5.00 5 -
2"Water Service Line LF 0 $ 10.50 $ -
2"Double Meter EA 0 $ 950.00 $ -
2"Single Meter EA 0 S 550.00 5 -
1 1/2"Water Service Line LF 0 5 8.50 $ -
1 1/2"Double Meter EA 0 $ 800.00 $ -
1 1/2"Single Meter EA 0 $ 400.00 S -
Temp.Gap Configuration EA 0 $ 2,500.00 $ -
Temp.Backflow Preventer EA 0 $ 2,500.00 $ -
Packet Page -343-
3/8/2016 16.A.10.
ROBAU & ASSaC EAT ES
POTABLE WATER&FIRE
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Automatic Flushing Device EA 0 $4,200.00 $ -
Aerial Canal Crossing(2-Piers) EA 0 $ 25,000.00 $ -
Aerial Canal Crossing(3-Piers) EA 0 $ 45,000.00 $ -
Potable Water&Fire Station Subtotal 5 -
Packet Page -344-
3/8/2016 16.A.10.
ROBAU &ASSOCIATES
Preliminary Opinion of Probable Cost
Project:Hacienda Blvd
Estimated By:KAM
Checked By:PWB
STORM DRAINAGE
DESCRIPTION f UNIT QUANTITY UNIT TOTAL
COST
Single Barrel 4'x 6'Box Culvert,Pre-Cast LF 0 S 430.00 S -
Double Barrel 4'x 6'Box Culvert,Pre-Cast LF 0 S 880.00 $ -
Triple Barrel 4'x 6'Box Culvert,Pre-Cast LF 0 $ 1,300.00 $ -
15"RCP LF 432 $ 22.00 S 9,504.00
18"RCP LF 320 $ 32.00 $ 10,240.00
24"RCP LF 981 $ 56.00 $ 54,936.00
30"RCP LF 60 S 68.00 $ 4,080.00
45"x 73"Elliptical Culvert(Critter Pipe) LF 120 $ 210.00 $ 25,200.00
36"RCP LF 0 $ 80.00 $ -
42"RCP LF 0 S 95.00 S -
48"RCP LF 0 $ - $ -
54"RCP LF 0 $ 170.00 $ -
12"HDPE LF 0 S 20.00 S -
15"HDPE LF 0 $ 24.00 $ -
18"HDPE LF 0 $ 30.00 $ -
24"HDPE LF 0 $ 40.00 S -
30"HDPE LF 0 $ 52.00 $ -
Packet Page -345-
3/8/2016 16.A.10.
4'
4 ROBAU &ASSOCIATES
STORM DRAINAGE
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Valley Gutter Inlets EA 0 S 3,200.00 $ -
Curb Inlets(Base) EA 9 $ 1,800.00 $ 16,200.00
Throat Inlets(Top) EA 9 $ 2,500.00 $ 22,500.00
Junction Box EA 0 $ 3,200.00 $ -
Junction Box P-7(less than 10') EA 0 $ 3,800.00 $ -
Junction Box P-7(greater than 10') EA 0 $ 5,600.00 $ -
Junction Box J-7(less than 10') EA 0 $ 4,800.00 $ -
Junction Box J-7(greater than 10') £A 0 $ 6,600.00 $ -
Control Structure EA 3 S 5,500.00 $ 16,500.00
Water Quality Structure EA 0 $ 6,500.00 $ -
Bubbler Grate w/Rip-Rap EA 0 $ 3,500.00 $ -
Grate Inlets EA 0 $ 2,800.00 $ -
Grate Inlet,Type"A" EA 0 $ 3,000.00 $ -
Grate Inlet,Type"B" EA 0 $ 3,200.00 $ -
Grate Inlet,Type"C" EA 0 $ 2,200.00 $ -
Grate Inlet,Type"D" EA 2 $ 2,800.00 $ 5,600.00
Grate Inlet,Type"E" EA 0 $ 2,400.00 $ -
12"Flared End Section EA 0 $ 250.00 $ -
15"Flared End Section EA 0 $ 350.00 $ -
18"Flared End Section EA 0 $ 450.00 $ -
24"Flared End Section EA 0 $ 650.00 $ -
Packet Page -346-
3/8/2016 16.A.10.
ROBAU &ASSOCIATES
STORM DRAINAGE
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
30"Flared End Section EA I $ 1,000.00 $ 1,000.00
36"Flared End Section EA 0 $ 1,500.00 S -
42"Flared End Section EA 0 $ 2,000.00 $ -
48"Flared End Section EA 0 S 2,500.00 5 -
54"Flared End Section EA 0 $ 3,000.00 $ -
15"Mitered End Section EA 9 $ 1,500.00 S 13,500.00
18"Mitered End Section EA 0 $ 1,800.00 $ -
24"Mitered End Section EA 2 S 2,400.00 $ 4,800.00
30"Mitered End Section EA 1 $ 3,000.00 $ 3,000.00
36"Mitered End Section EA 0 $ 3,600.00 $ -
42"Mitered End Section EA 0 $ 4,200.00 S -
48"Mitered End Section EA 0 $ 4,800.00 5 -
54"Mitered Section EA 0 $ 5,400.00 $ -
End Wall EA 2 $ 1,200.00 $ 2,400.00
Yard Drain EA 0 $ 1,200.00 $ -
Storm Drainage Subtotal $ 189,460.00
Packet Page -347-
3/8/2016 16.A.10.
ROBAU &..ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
Project:Hacienda Blvd
Estimated By:KAM
Checked By:PWB
PAVING _
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
12"Concrete Ribbon Curb LF 0 $ 24.00 $ -
2'Valley Gutter LF 0 $ 7.50 $ -
Type"A"Curb&Gutter LF 0 $ 12.00 $ -
Type"E"Curb&Gutter LF 0 $ 12.50 $ -
Type"F"Curb&Gutter LF 5965 $ 9.50 $ 56,667.50
Type"D"Curb LF 0 $ -
3/4"Type S-111 Asphalt(2 Lifts) SY 0 $ 4.80 $ -
3/4"Type S-111 Asphalt(1st Lift) SY 0 S 4.80 $ -
1 1/2"Type S-111 Asphalt(1st Lift) SY 9083 5 7.00 $ 63,581.00
1 1/2"Type S-111 Asphalt(2nd Lift) SY 9083 $ 8.00 $ 72,664.00
12"Stabilized Subgrade(LBR 40) SY 10910 $ 3.80 $ 41,458.00
12"Limerock Base(LBR 100) SY 0 S 12.50 $ -
10"Limerock Base(LBR 100) SY 9083 $ 10.50 $ 95,371.50
6"Limerock Base(LBR 100) SY 0 S 6.80 S -
4"Limerock Base(LBR 100) SY 2309 $ 5.20 $ 12,006.80
Signage&Pavement Marking Per Mile LS 1 $ 5,000.00 $ 5,000.00
Fine Grading(This Could Be Priced By SY Also) DA 0 $ 1,000.00 $ -
Packet Page -348-
3/8/2016 16.A.10.
RQ BAU & ASSOCIATES
4.
PAVING
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
4'Sod Strip Between Curb&Sidewalk SY 0 $ 1.50 $ -
7'Sod Strip Between Curb&Sidewalk SY 2452 $ 2.75 $ 6,743.00
ADA Ramps&Truncated Dome Mats SF 0 S 24.00 $ -
6'Wide Sidewalk(4"Thick Concrete) LF 3152 $ 18.00 $ 56,736.00
5'Wide Sidewalk(4"Thick Concrete) LF 0 $ 16.00 $ -
Brick Pavers SF 0 $ 3.40 $ -
Paving Subtotal $410,227.80
Packet Page -349-
3/8/2016 16.A.10.
c,,,,, .‘, ...4 t,:,:,i'1:;;,, ROBAU &A.SSOCiATES
PRELIMINARY OPINION OF PROBABLE COST
Project:Hacienda Blvd
Estimated By:KAM
Checked By:PWB
LANDSCAPING&LIGHTING
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
Sodding(Regular)-Bahia SY 0 $ 1.40 $ -
Sodding (Berms&Swale)-Bahia LF 6788 $ 1.40 $ 9,503.20
Sodding(Florian) SY 0 S 1.80 $ -
Littoral Plantings SF 8086 $ 1.25 $ 10,107.50
Landscaping Allowance,Medium Size Development LS 0 $ 25,000.00 $ -
Hay Bales for Erosion Control EA 0 $ -
Wetland&Upland Preserve Exotics Clearing AC 0 $ 5,800.00 $ -
Street Lighting Allowance Per Light Standard EA 0 $ 1,440.00 $ -
Landscaping Subtotal $ 19,E 10.10
Packet Page -350-