Agenda 09/13/2011 Item #16A 29/1.3/2011 Item 16.A.2.
EXECUTIVE SUMMARY
This is a- recommendation to approve for recording the final plat of Saturnia Falls — Phase One,
approval of the standard form Construction and Nintenance Agreement and approval of the
amount of the performance security.
OBJECTIVE: `
To approve for recording the final plat of "Saturnia Falls Phase One, a subdivision of lands
located in Section 16, Township 48 South, Range 26 East, Collier County, Florida, following the
alternative procedure for approval of subdivision plats pursuant to Resolution 99 -199. This
procedure allows the Board of County Commissioners (Board) to approve the plat and
construction documents for construction purposes and recording purposes concurrently.
CONSIDERATIONS:
On January 15, 2008, the Board of County Commissioners approved the final plat of Saturnia
Falls -Phase One for recording. The developer has made some significant revisions to the plat
necessitating this -re- approval by the Board.
Land Development, Services Department has completed the review of the construction > drawings,
specifications, and final plat of Saturnia Falls — Phase One. These documents are in compliance
with the County Land Development Code and Florida State Statute No. 177. 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 Director of
-Land Development Services and the County Attorney's office prior to the recording of the final
plat. This would be in conformance with the County Land Development Code -- Section
10.02.04
Land Development Services Department recommends that the final plat of Saturnia Falls -Phase
One be approved for recording:
FISCAL IMPACT:
The project cost is $9,115,933.64 (estimated) to be borne by the developer.
The cost breakdown is as follows:
a) Water & Sewer $2,518,773.75
b) - Drainage,
Paving, Grading $6,597,159.89
The Security amount; equal to 110% of the project cost, is $10,027,527.00
9/13/2011 Item 16A.2.
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: $276,704.56
Fees are based on a construction estimate of $9,115,933.64 and were paid in
May -and September, 2004, and are reflected in the Executive Summary of
January 15, 2009.
LEGAL CONSIDERATIONS:
The County Attorney's Office has reviewed and approved the plat and associated legal
documents for legal sufficiency. This item requires ,a majority vote. This item is ready for Board
consideration and approval. STW
GROWTH MANA -EMENT IMPACT:
The developer must receive a Certificate of Adequate Public Facilities prior to the issuance of
the construction plan final approval letter.
' RECOMM NDATION:
That the Board of County Commissioners endorse staff's recommendation to approve the
final plat of Saturnia Falls Phase One for recording with the following stipulations:
1. Approve the amount of $10,027,527 as performance security for the required improvements;
or such lesser, amount based on work completed, and as is approved by the Land
Development Services Department.'
2. Approve the standard form ':Construction and.-Maintenance Agreement and direct.-the'
irect : 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 Director of Land
Development Services and the County Attorney's office.
Prepared by: John Houldsworth, Senior Site Plans Reviewer, Land Development Services/ I
Engineering Review, Growth Management Division, Planning and Regulation
Attachments: 1) Location Map 2) Plat Map 3) Opinion of Probable Cost
Packet Page -1225-
9/13/2011 Item 1.6.A.2.
n COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.2.
Item Summary: This is a recommendation to approve for recording the final plat of
Saturnia Falls.- Phase One, approval of the standard form Construction and Maintenance
Agreement and approval of the amount of the performance security.
Meeting Date: ' 9/13/2011
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior,Engineering & Environm
7/4/2011 9:27:31 AM
Approved By
Name: PuigJudy
Title: Operations Analyst, CDES
Date: 7/20/2011 11:33:37 AM
Name: McKennaJack'
Title: Manager; - Engineering Review. Services,Eng neering &Environmental Services
Date: 7/20/201.1 4 :11 :35 PM
Name: LorenzWilliam -
Title: Director - CDES Engineering Services,Compreherrsive -
Date: 8/15/20114:30:31 PM
Name: MarcellaJeanne
Tide: Executive Secretary,Transportation Planning
Date: 8/16/201171:51:12 AM ,
Name: FederNorman
Title: Administrator - Growth Management Div,Transportati
Date: 8/16/2011 1:53:12 PM
i
Name: WilliamsSteven
Title: Assistant County Attomey,County Attorney
Date:.8 /24/2011 11:58 :03 AIv1
Packet Page -1226-
9/13/2011 Item 16.A.2.
Name: KlatzkowJeff
Title: County Attorney,
Date: 8/25/20113:10:42 PM
Name: IsacksonMark
Title: Director -Corp Financial and Mgmt Svs,CMO
Date: 9/2/2011 10:53 :53 AM
Name: IsacksonMark
Title: Director -Corp Financial and Mgmt Svs,CMO
Date: 9/2/2011 1:44 :39 PM
I
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0 ENGINEER'S PROBABLE COST 9/13/2011 Item 16.A.2.
SATURNIA FALLS 10
HM Re No. 1995.087
August 2004
ipA�1.Ii J�?GFFAV ;
Cuantity
Units
Unit Cos;
Total
GescriDtion
1 -3/4" Asphalt Paving - Type S III
57.915
SY
S5.05
S5.95
$292,470.75
5344.594.25
6" Limerock Base
57.915
66,602
- Sy
SY
$2.50
5166.505.00
12" Stabilized Sub grade
2,165
LF
$8.00
$17,320.00
TVOe "A" Curb
1.753
LF
$6.05
$10.605.65
T E" Cu
Type "E" Curb
21,766
LF
S5.40
$1 17.536.40
Type "Valley Curb"
14.583
LF
$6.05
$88,227.15
Type "F" Curb
193.980
SF
$2.00
$387,960.00
6' Sidewalk (concrete)
74
EA
$50.00
$3,700.00
Speed/Traffic Sions
20
EA
$30.00
$600.00
Street Signs (name)
15
EA
$150.00
52, 250.00
9 Button Barricade Sin
261
LF
$9.00
$2,349.00
24" Stop Bar, White (thermoplastic)
LF
$5.00
$11,460.00
12" Crosswalk Striping, White (thermoplastic)
2.292
$2.00
$212.00
12" Wide - 10' Long Cross Walk
106
LF
LF
$2.00
$167800.00
6" Solid White Striping
8,400
26
EA
$150.00
$3,900.00
Bike Symbol
4
EA
$75.00
$300.00
Directional Arrows /Markers
4.200
LF
52.00
$8.400.00
6" Skip White
355,309
CY
$2.00
$710.618.00
Lake 1
95.973
CY
$2.00
$191,946.00
Lake 2
63,914
CY
$2.00
$127,828.00
Lake 3
233.840
CY
$2.00
$467.680.00
Lake 4
161,708
CY
$2.00
$323.416.00
Lake 8
103,078
CY
$2.00
$206.156.00
Lake 9
4.622
CY
$2.00
1 $9,244.OD
Lake 11
269,755
SF
$0.15
$40,463.25
Lake Littoral
276.976
CY
50.25
$69.244.00
Fill - Northwest
56,729
CY
$0.25
$14.182.25
Fill - Santaren Court
141.934
CY
$0.25
535.483.50
Northeast
Fill - Northeast
70.569
CY
$0.25
$17.642.25
Fill - i Court
77.819
CY
$0.25
$19.454.75
Fill Entry
36.700
LF
I $1.00
$36,700.00
Silt Fence
80.00
AC
$150.00
$12.000.00
Seed and Mulch
36.000
LF
$0.30
$10.800.00
ISod - 2' Strip
44
EA
$5.00
$220.00
Fire Hydrant Markers
6" PVC Utility Conduits w/ 3M Markers
15.7001
LF
$0.00
. $0.00
237.0
AC
3.000.00
$711,000.00
Clearing
90
EA
$150.00
$13.500.00
Preserve Signs
25
E
$62,500.00
Street Lights - Ent
84
EA
$0.00
1 $0.00
Street Liahts - Interior
S47555,268.20
Subtotal Paving and Grading
S: \1995\1B950B%CN\040817 -ENG PROBABLE COST W- LANDSCAPEXLS Pace 1
Packet Page -1255-
/'N
111
=NGINEER'S PROBABLE voST 9/13/2011 Item 16.A.2.
SATURNIA FALLS 0
HM File No. 1995.087
August 2004
S' \1995 \1995087,JCN1040817•ENG PROBABLE COST W- LANDSCAPE.XLS Page 2
Packet Page -1256-
Description
Quantity
Units I
Unit Cost
Total
I
15" RCP
771
LF j
S24.26
$18,704.46
18" RCP
2.324
LF 1
S30.87
371,741.88
24" RCP
3.911
LF
$41.90
5163.870.90
30" RCP
1.030
LF
S54.02
$55,640.60
36" RCP I
910
LF
S70.56
$64.209.60
48" RCP I
2,8451
LF
$95.55
5271.839.75
60" RCP
1,425
LF
5141.75
S201,993.75
Junction Box 24" RCP
4
EA I
$1,785.00
57,140.00
Flared End 15"
2
EA
S1,102.50
$2.205.00
Flared End 18"
8
EA
51.260.00
$10.080.00
Flared End 24"
10
EA
$1.365.00
$13.650.00
Flared End 30"
1
EA
51.391.25
$1,391.25
Flared End 36"
3
EA
$2.152.50
$6.457.50
Flared End 48"
91
EA
I 52,835.00
$25.515.00
Flared End 60"
4
EA
55.250.00
$21.000.00
Catch Basin Type "A"
35
EA
$1.575.00
$55,125.00
Catch Basin T e "VG"
59
EA
$2,940.00
$173.460.00
Junction Box 60" RCP
8
EA
$3,885.00
$31,080.00
Construct Perimeter Berm - East Side
3,550
LF
$2.00
57,100.00
Construct Perimeter Berm - North Side
2.370
LF
$2.00
$4,740.00
Construct Perimeter Berm - South Side
3,100
LF
$2.00
$6.200.00
Temporary Ditch with Berms
1.800
LF
$2.00
$3.600.00
Rip Rap East Side
5.650
LF
$5.00
$28,250.00
80' Weir Complete (Concrete & Rip Rap)
1
LS
I 512.000.00
$12.000.00
Subtotal Drainage
$1,256,99479
S' \1995 \1995087,JCN1040817•ENG PROBABLE COST W- LANDSCAPE.XLS Page 2
Packet Page -1256-
ENGINEER'S PROBABLE COST 9/13/2011 Item 16.A.2.
SATURNIA FALLS
HM File No. 1955.087
August 2004
9t✓tfiiE£
Description
Ouantitv
Units
Unit Cost
Total
E3- HVU uravay ewer
.B01
24.1
188,394.15
ravay Sewer -
Gravity Sewer b-1 U,
2,336
1,
28.30
34.60
$66.225.60
3, 4.25
uravny bewer 1 U-1
1,647
r
S40.95
S671444.'65
8" PVC Gravity Sewer 12 -14" I
843
LF
$47.25
$39.831.75
B" PVC Gravity Sewer 14 -16
6" PVC Lateral
97
7.913
LF
LF
S53.55
$13.65
$5,194.35
$108,012.45
Video Grravity Sewer
14.269
LF
$3.31
$47,230.39
" = From Natural Ground
Manhole 0 -6
12
EA
$3.071.00
536,852.00
Manhole 6 -8
17
EA
$3.780.00
$64.260.00
—$50.820.07
annoie B-i 0
11
C
4,
Manhole -
t
Manhole 12-14
6
C A
$7.035.00
1
Manhole I
C
0'
annole
0
Manhole -
4" Force Main
1,638
LF
$14.70
$24.078.60
6" Force Main
3,185
LF
$19.43
$61,884.55
8" Force Main
1.361
LF
$25.20
$34.297.20
Video Gravity Sewer (1 Year)
LF
$0.00
Sewer Cleanouts
322
EA
$446.25
$143.692.50
Tie To Existing Force Main Stub
1
LS
$1,050.00
$1.050.00
4" Plug Valve
2
EA
$761.25
$1.522.50
6" Plug Valve
4
EA
$866.25
$3.465.00
8" Plug Valve
1
EA
$1.680.00
$1,680.00
Air Release Valve
10
EA
$3,675.00
$36,750.00
Pump Station 41
1
LS
$134,400.00
$134,400.00
Pump Station #2
1
LS
$134,400.00
$134,400.00
Pump Station 113
1
LS
$134,400.00
$134,400.00
Pressure Test Force Main:
Logan to S.S. Drive
1,351
LF
$0.79
$1.067.29
Pump Station #1 to Entry
1,100
LF
I $1.05
$1,155.00
Pump Station 42 to Sungari
1.900
LF
$0.58
$1.102.00
Pump Station #3 to Sungari
270
LF
$2.10
$567.00
Sungari to Entry
1,358
LF
$0.79
$1.072.82
Subtotal Sewer Items
$1,621,834.05
3'\1995\19950B7UCN\040B17 -ENG PROBABLE COST W- LANDSCAPE.XLS Paae S
Packet Page -1257-
i•'N'
101"*
ENGINEER'S PROBABLE CAST � 9/13/2011 Item 16.A.2.
SATURNIA FALLS
HM Fife No. 1995.087
August 2004
S:V 995119950E7UCN\040917 -ENG PROBABLE COST W- LANDSCAPE.XLS Page 4
Packet Page -1258-
I
Descriotion
Quantity
Units
Unit Cost
Total
2" Poly
5,788
LF
56.30
S36,464.40
8" PVC C -900 Class 200
8.380 11
LF
$24.15 1
$202,377.00
1 C" PVC 0-905 Class 200
9.438 I
LF
$31.50
$297,297.00
2" Gate Valve
190
EA
5577.50
$109,725.00
8" Gate Valve
11
EA
$1,102.50
$12,127.50
10" Gate Valve
40
EA
51.575.00
$63,000.00
Temp Bac -T Sample Point
38
EA
$16.70
$634.60
BSP (Permanent)
5
EA
S1,207.50
$6,037.50
Blow -Off Assembly
5
EA
S2,047.50
$10,237.50
Chlorinate & Test (5 Zones)
5
LS
$787.50
$3,937.50
Fire Hvdrant Assembly_
44
EA
$2.835.00
S124.740.00
Air Release Valve
6
EA
S1.207.50
S7,245.00
Meter Box
310
EA
$74.57
$23,116.70
Subtotal Water Items
S896,939.70
.LArQ5JCAPE'' >tRRI ATIG?I1
Descriotion
I Quantit
Units
Unit Cost
Total
TREES:
Red Mapie
5
EA
5100.00
$500.00
East Palatka Holly
66
EA
$175.00
$11.550.00
Siash Pine
75
EA
$150.00
S11.250.00
Live Oak
427
EA
I $200-001
S85,400.00
(
PALMS:
Cabbage Paim
137
EA
S12-5.001
$17.125.00
SHRUBS:
Muhiy Grass
879
EA
$8.00
57,032.00
Simmons Stopper
7005
EA
$8.00
$56,040.00
Dwarf Fakahatchee Grass
440
EA
S8.C)01
$3.520.00
(Walters Viburnum
413
EA
1 $8.001
S3,304.00
IRRIGATION
83,8001
LF
I S0.401
$33,520.00
I
MULCH
83,800
LF
1 $0.30
S25,140.00
I
'SOUTH BOUNDARY WALL
3,100
LF
$60.00
$186,000.00
(
Subtotal Landscape & Irrigation
I
(
5440,36.00
S:V 995119950E7UCN\040917 -ENG PROBABLE COST W- LANDSCAPE.XLS Page 4
Packet Page -1258-
` ENGINEERS PROBABLE COST � 9/13/2011 Item 16.A.2.
SATURNIA FALLS
HM File No. 1995.087
August 2004
Jerry C. Neai, P.E. #26646
Hole Montes, Inc. -10,0
950 Encore Way y
Naples, Florida 34110
239 -254 -2000
SA1995\1995D87JCN\D40817 -ENG PROBABLE CCST W- LANDSCAPE.XLS Page 5
Packet Page -1259-