Agenda 05/27/2014 Item #16A 2 5/27/2014 16.A.2.
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 Fiddler's Creek, Marsh Cove — Phase 1, (Application Number
PL20130002041) 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 Fiddler's Creek, Marsh Cove — Phase 1, a subdivision of lands located in Sections
13, 23 and 24, Township 51 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 Engineering Services Department has completed the review of the
construction drawings, specifications, and final plat of Fiddler's Creek, Marsh Cove — Phase 1.
These documents are in compliance with the County Land Development Code and Chapter 177,
Florida Statutes. This project is within the Fiddler's Creek / Marco Shores PUD, Ord. 2000-84.
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 10.02.04 F.2 of the
Land Development Code.
The Engineering Services Department recommends that the final plat of Fiddler's Creek, Marsh
Cove—Phase l be approved for recording.
FISCAL IMPACT: The project cost is $3.008,567.98 (estimated) to be borne by the
developer. The cost breakdown is as follows:
a) Water R, Sewer $1,764,";31.4
b) Drainage, Paving, Grading $1,744,036.53
The Security amount, equal to 110% of the
project cost, is $3,309,424.78
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: $91,677.04
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5/27/2014 16.A.2.
The Fees are based on a construction estimate of$3,008.567.98 and were paid in December,
2013.
The breakdown is as follows:
a) Plat Review Fee ($1,000.00 + $5./ac) $ 1,420.00
b) Construction Drawing Review Fee
Water& Sewer(.75% const. est.) $ 9,483.99
c) Drainage, Paving, Grading
(.75% const. est.) $13,080.27
d) Construction Inspection Fee
Water& Sewer(2.25% const. est.) $28,451.96
e) Drainage, Paving, Grading
(2.25% const. est.) $39,240.82
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and
requires a majority vote for Board approval. - SAS
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate
Public Facilities prior to the issuance of the construction plan final approval letter.
RECOMMENDATION: That the Board of County Commissioners endorse staffs
recommendation to approve the final plat of Fiddler's Creek, Marsh Cove — Phase l
(Application Number PL20130002041) for recording with the following stipulations:
1. Approve the amount of$3,309,424.78 as performance security for the required
improvements; or such lesser amount based on work completed, and as is approved by the
Engineering Services Department.
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 1 0.02.04 F.2 of
the Land Development Code.
Prepared by: John Houldsworth, Senior Site Plans Reviewer, Engineering Services, Growth
Management Division,Planning and Regulation
Attachments: 1) Location Map 2)Plat Map 3) Opinion of Probable Cost
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5/27/2014 16.A.2.
f nT r 1171 1\ COTTNTV
t'V LL1L <iV Vl\ 1 1
Board of County Commissioners
Item Number: 16.16.A.16.A.2.
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 Fiddler's Creek, Marsh Cove - Phase
1, (Application Number PL20130002041) approval of the standard form Construction and
Maintenance Agreement and approval of the amount of the performance security.
Meeting Date: 5/27/2014
Prepared By
Name: NouldsworthJohn
Title: Site Plans Reviewer, Senior, Engineering&Environmental Services
4/22/2014 9:50:32 AM
Approved By
Name: PuigJudy
Title: Operations Analyst, Community Development&Environmental Services
Date: 5/1/2014 1:52:57 PM
Name: McKennaJack
Title: Manager-Engineering Review Services, Engineering&Environmental Services
Date: 5/9/2014 10:43:35 AM
Name: Stone Scott
Title: Assistant County Attorney, CAO Land Use/Transportation
Date: 5/9/2014 4:01:51 PM
Name: MarcellaJeanne
Title: Executive Secretary, Transportation Planning
Date: 5/12/2014 8:44:39 AM
Name: KlatzkowJeff
Title: County Attorney,
Date: 5/14/2014 3:20:08 PM
Name: IsacksonMark
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5/27/2014 16.A.2.
Title: Director-Corp Financial and Mngmt Svs, Office of Management&Budget
Date: 5/15/2014 9:19:32 AM
Name: OchsLeo
Title: County Manager, County Managers Office
Date: 5/18/2014 1:20:32 PM
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5/27/2014 16.A.2.
ELIgirleCT's Opinion 0', PrCbali'e CoSI:
FIDDLER'S CREEK - MARSH COVE, PHASE 1 (PlIARSH ik. PERIWINKLE DR)
11 IvL1t 2013.076 Date: 0:3,1186/201.4 !Overall Total
,
Description Quantity , Units J Unit Cest- Total ISurnmary
GRAVITY SE WAGE COLLECTION SYSTEM ■
I .
8" PVC Gravity Sewer s'-10'Cut 473 LI- 54,5.00 $21,2,35.00
8" PVC Gras ity Sewer 1042'Cu: 914 LE ;$65.00; $60,3.24.00
.._
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8" PVC Gravity Sewer 12AL,'Cult 187 Li: 1 $30.00,i $14,960.CO!
Manhole 3'40'Cut, IET Lined 2 EA : $6,803.00[ $1:3,600.00
Manhole 13-12'Cu:, IET Lined 5 EA $8,003.00 i $40.000,00
Manhole 12.-14'Cut, IET Lined 1 EA 1 $10,003.00] 5:10.000.001
6" PVC Lateral 0 1- LF I $20.00 $0,001--
6" Single Clean-out C EA $250.00 SO,00]__
-,,
Video Gravity Sewer 1,574. LF $2031 '33 148.00'
Video Gravity Sewer(1 y-. alter accept) 1,574 LF $2.03 $3,143..00
Su ototal Gravity Sewage System $1155,465.00'
FORCEMAIN
Pump Station (PS-15)8' Diameter LE LS $120,300.001 $120,000.001_
10 PVC Force Main D318 799 I LF $28.301 $22,372.00
10" PVC.Force Main 0814 119 LF $34.001 $4,045.00 I
4" PVC =orc e Main DR:13 27 LF $10.00! 5270.001
4'' PVC l'orce Main 0814 14 LF $11.001: 5154.00;
Air Release Valve(sewage) "I' EA $4,500.00! $9,003:00[
4" Plug Valve ,
$1,001001
10" Plug Wive ' 2,. EA $,2,500.0C $5,000.00 I
subtotal
L I $161,342.00
[ ! ,
WATER DISTRIBUTION SYSTEM !
,
16" PVC Water
in 01125 ! 1,019 LF $?,0.001 $30,570.01-12" PVC Water Main 01113 13 [ 473 I LF $5.001 $2.,390.00
,_
12" PVC Water Main 0814 73 EA $2,000.001 $146,DOC.001-
10" PVC Water Main DR1B 31 IF $28.30] .$877.301_
10" PVC Water Main 0814 159 1..F $29.95 $4,762.05:
8" PVC Wa:er Main DR13 0 LF 5,2,t7.4.cd $0.00;
8"PVC Waver Main 0814 0 ; LF $19.00 $CL001,
16" Butted ly Valve 2 EA j $300000 $6,000.301-
12"Gate Valve and Box 1 EA I $2.500 001 $2,500.30
10"Gate Valve and Eco. 4 EA ' S1.200.00 $4,800.00]
8"Gate Va ve and Box 0 FA S1.250.00 $0.00
Fire Hydrant Assembly 3 ! EA I33.000.00 $9,000.00
f
Air Release Valve 1 1 EA $1,250.00 $1,2$0.00:
ESP(permanent) 1 EA $2000.00' .52,000.001
Water Vlain Auto 'TILsit Devi-te(AID) 0 I EA $5,003.00 5O.00
relocate Temp. Backfl ow Fre■denter 1 ' EA : '.$ ,003.00 55„00().00
Temp. Gap Configiratkin 1 1 EA , .$2,503.00r 52...500.001
1"Single Water Service i 1 EA $250.00 $250.00
FC roARsH CC'VE, PHASE 1- COST ESTIIVIATE(MARSH PEP IW,NKLE DR) 140013>1;x
Packet Page -117-
5/27/2014 16.A.2.
Engineer's Opinion of Probable Cost
FIDDLER'S CREEK - INIARSH COVE, PHASE 1. (MARSH Elt. PEIRIWINKLE DR)
7
HI# 2013:076 Date: 03/136/20A Overall Total
Description i Quantity I Units Unit Coft Total i Summary
Connect to existing Water Main 1 l EA 1 !33,500,00 $3,500.001
4" Condit(furnished&installed) T 600 1 LI: $10,00 $6,000.001
,
Su Otoal 'Miter Main System' <22r7•,c)c)3 1
IRRIGATION SYSTEM
L
6" PVC Irrigation Main IDF.18 362 ' EA 513 2..01 04,778.401
. 1--
6" PVC Irrigation Main DR1.4 39 1 EA $5100 I $195,00:
20 PVC Irrigation Main Sch 40 0 1 EA : : .50.00
36.00! -
;
6"Gate Valve and Box 1 1 EA L $Laso.00r ,:;1,050.C101
4"Gate Valve and Box C 1 T'A S950.001 $0..00
2"Gave Valve and Box 0 1 EA : 01500.00! $0.00
._
Air Release Valve 2
EA 1 $1,250.031 $2,500.00
SubtotEl Irrigation System
ir , I
..4 :33,523.40'
LANDSCAPING ' r
20'Wide Landscape Beier ' LF $50.00 $0.001
1 i t i
DRAINAGE
d :H
48"RCF 206 I I LF $155.001 $31,930.00
,
418" Flared'End Section' 2 EA $7,500.001 $15,000.00F
i-
15" RCF. 1.L9 LF $2S.001 $3,332.00'
15'' Flared End Section I :L. I EP, $L,100.001 $1,100.001
12" Flared End Section' 0 : EA $ 000.0C1 $0.031
:
Rip-Rap at Temp. Pipe End r 0 ON $55.00. 50.001_
Valley Gutter Inlet
- EA $3,000.00, $E,,70C.00!
FO PIARSH COVE, PHASE 1- ZOS-7 ESTIMATE(MARSH PERIWINKLE OR) 140313.xlsx
Packet Page -118-
5/27/2014 16.A.2.
Eng:neer's Opinion of Proba'ale Cost
FID D L E R.'S C IRE EK - M A RS H COVE, PHASE 1. (MARSH & PE FLIIII/IIVI KLE !DR)
HM# 2017:L(376 Date: O./1136/2014 lOverall Total
Description Quantity 1 Urifts Unit-Cost r rota,' j Summary
1 !
Subto':al Drainage(Rdwy) System 1 $57,6Ei2,CC1 i
.1 1
1 :
ROADWAY DAVEMENT . 1
1 i
3/4"Asphalt Paving-Type S Ili (1st Lift) 5,655 SY $4.25i 924,033.79
3/4"Aspha't Paving-Type S III (2rd Lift) , 5,655 5Y $4.45 $25,a.6475
8" Prime Lirnerock Base I 5,655 SY $8.03 045,240.00
Prime Lme-ock Base 5,655 SY $C.501 $3,393.001
12"Stabilized Subgrade 1 7,172 SY $1.35 013,268.20
Valley Gutter(2"wide) I 1,91.9 LF $10.30
Type F curb • 578 LF L $12.00_1 $5,935.00
Type E(Modified) 2,259 LF $9.001 $20,3:31,001 _
5'Wide Concrete siciew;al<(4"thick) 578 IF $1L.501 $8,331.001-1
6'Wide Concrete Sidewalk(A' Thick) 1,617 LF $19.50 $135,431.501-
1'Sod Strip : 4,756 LF $,0.301 $1,426.80
Seed ar d Mulch 1 1.60 AC $1,500.00'
.1. 02,400.031
Right-o'-Way Grading 1 6,1.66 SY J 01.001 $6,156.03i
Subtotal Roadway Pavementl EA $211,352.031_
SIGNAC.E MARKING a LIGHTING ,
Stop Signs 1 EA S200.001 $200.30i
9 Button Reflectors Signs 0 EA j $1.70.00J $0.001
Speed/Traffic Signs 9 1 EA $.2.00.00_1 $1,800.30;
Street Signs(name) 0 EA $200.001 $0.301
24"Stop Bar,White(thermoplastic) 0 LE 030.001 $0.30
6'wide special empl)asis CTOSSWak White(EV) 4 EA 0200..001 5800.001
12"wide White for Crosswalk(thpl) 470 1 Li' _I $15 CI()1 07,050.001
6"Solid Yellow Striping I 100 ; LE 93.50 $350.001
E -
6"Solid Waite Striping 190 i 1-1: 90.40 $76.001
Directional Arrows/Mar1cers 4 EA $100.00 $400.001
Fire Hydra at Markers 3 EA 515.00 $45.001
Street Lighting(Single)[assumed :200'spacing] 3 LA . $3,000.00 $9,000.00
:
Street Lighting (Double)[assumed 2001•soncing] 14 EA $4,003.00 056,000,00
'Street Light Service 1 EA $1,003.00 $1.000.001
Guardrail-furnish& in.; al 3E6 LF 0.25.00 I 58.950.001
Guardrail end anchorage(Type II) ; 4 93.920.001
EA 9930.00!
Subtotal Signege Marking& Ligritir gl 1 5813,591 00;
SITE GRACING&EARTHWORK 1
Silt Fencing 3,500 LF 92.031 $7,000 00
Turbidity harrier 25 LF $7.501 5187.501
Rough Grz ding(-i-/-0.2:'toleranee)(Cirg. .Area
i
Lake Areas) 1 1 AC: $650.30 $650.001
Subtotal Site Craclag&Earthwork $7,837.501
TOTAL. $930,332.251
L
I
, 1
. .
FC MARSH COVE.. PHASE 1 -COST ESTIMATE i;MARS'-I PERIWINKLE DR) 140318.xlsx
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Eng in:2er's Opinion of Probable Cost
FIDDLER'S CREEK - MIARSH COVE, PHASE 1 (TRACT 32)
HM4 201:3.076 Date: 03/18/2014 0,a2rall Total
Descript,on QUallilly ar7.it3 1 1.41t COSt Tbtai 1 SUMM a l'y
GRAVErt SEWAGE COLLECTION SYSTEM 1 ! 1
8" PVC Gray ty Sewer C-C Cat Eu j LP 1 $30.001 $?..0,13C.00 r
r ,
8" PVC Gray ty Sewer E-8,'Cut 207 1_, 1 $35 OOLL $7,245.01
8" PVC Gray ty Sewer 8'-10'Cut 37 Li' 1 $4.5.001 $1,E,ES.771
—— —
Manhole 0'-'5'Cut,1ET Lined i ,„, L.A $3,000.00 i
015,000.DDL
Manhole 6'-3'Cut, IET Lined 1 J E8 1 --'',970.00 $3,900.73'
6" PVC Lateral 589 OF $23.001 00]:780.00
Single Clean-out 3 EA ! $250.00, $750.00
_
double Clea r-out 11 EA $400.00 $4,400.001
Video G ravity Sewer 9:3 LF $2.00 $1,830.00 L
4-
Video G ravny Sewer(1 or.after a:neot) 9'15 LF $2.00 $1,830.001
Subtotal Gravity Sewage System $37,530.00
t
WATER DISTRIBUTION 5YSTEM 1 1
10"PVC Water Main 0818 _1 195 LF : $28.30 i $5,513.5C1
10"PVC Water Main DP 1z- : 0 LF $29.931 SO.CC1
8"PVC\Natal-Main DF18 524 LF $17.40 $9,117.EC
8"PVC Wat: r Main DF.1.4 200 LF L $19.00 $3,800 CC
; T
10"Gata Valve and Box 0 EA 1 S2,5CC.00 .
.._ 1_
8"Gate Value and Box . 2 EA $1,200.071 $2,400 00
--,
Fire Hyclran':AssemOly ,r 4 IL EA 53,CC'O.D4 $12,000 001
Air Release Valve EA S1,2S,O.D0 $0 001
1 -I : - -----
BSP(pe-ma nent) EA $2,000.79, $2,00.3.00 -
Water Mair Auto Flu sn Device(A.FD) : 2 EA 35,000.00; $10,077.00
Single VJate r Service 3 EA , E2S0.00! $2,253.001
EC MARSF- Cr;VE,PHASE 1 - COST ESTIMATE(11-34C1 321 140318.xlsx
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5/27/2014 16.A.2.
,EEngineer'S Opinion of Probable Cost
FIDDLER'S ClkEEIK: - KARSIFI COVE, PIFIASE 1 (TRACT 32)
HNI# 20:1:3.076 Date: 03/18/2014 •Ove.-all Total
Description ' Quantity li Ill tS Lint Cost j lot& SUM ri3ry
double Water Service E EA 8400 CiCil 53,2C0.00 I
1"Single meter 25 AT 8600 001 8L5,00C20 01
4"Conduit( urnished a irr>taleci) 5C0 L= j 810.001 85,000.00I
Subtotal Water Main System 570,226,.1D'
IRRIGAT ON SYSTEM I [
6" PVC Irrigetion Main DR:38 789 LF .$13.20_1 8.L0,414,.801
6" PVC I TigE,tion Main D014 SD (F 314.25 $855.001
6" Gate Valve and Box .:,
- EA 5,1,250.00 $31.50.001
4"Gate Val■e and BOX '''
,. EA : $950.00 $1„900.00i
Air Release Valve 0 EA 51,250.00 $0.00
StiD tOta 1 1:71 igatio rl System I $15,519,801
LANDSCAPING ' 1
20'Wide La idscape buffet 0 LF $50.00 $0.00
DRAINAGE
15"RCP 461 LF ; $28.00 L $12,908.CC1
18"RCP :32:3 LF I
$42.001 $9,576.CC
24"RCP 812 IF $55.00 $28,160.CC
24"Flared End Section :3 EA 81,5C0.00 $4,500.CC1
Valley Gutter Inlet .) 5^
, i !:3,CCO.031-
$15,000.001
Type"8'Catch Basin .) EA 1 8:3,C00.3Dr $6,000.00'
t_
Junction BOK 1 EA 1 1_ 8:3,000.00 $3,000.00]
8"SDR35 PVC yard D- in :790 I LE $15.D3 I $11,350.00!
10"SDR PVC Yard Drain 230 IF $20.90 $5,600 00_1
12"SDR PV Yard Drain 1.23 IF I $12_50 $2,330 00
r
Yard Drain Inlet ,3 EA I $E:00.001 $4,000 00
FE .('14135--I COVE, PHASE 1- COS ESTIMATE FRA2T 32)140.313.›.1:»:
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Eng Tleel'S Opinior of Probable Cost
FIDDLEIR:S CREEK - MARSH CDV1E, PHASE I (TRACT 32)
1-ill# 2C13.9 Date: 03/18/2014 javerall Tcyial
Description 1 ,.21,aptly Units 1- Unit ast I Thai
,Su niTary
. i
_ Subtotal Draigage 5ystem 1 $1E3,474.001
_
t
-r 1
ROADWAY pAVEMENT , .
3/4"Asphalt Paving:-Type S III (1>t JO) co,
3 I
_
S4.25I
S14,462.75'
i
3/4"Asphalt Paving -Typo 5 III (2gd Lift) 3,403 ii, , 54.45:r 515,143.35
.._ —
6" Limerock Base 3,403 Sy ] $6.5c1 5.22,119.50
Prime Limerock Base 3,403 SY I $0.CC:1 $2,041.80
12' Stabilized Subgracie 4,030 SY I 81.85 $7455.50
, 7 7
Valley Gutter(2"wide) 1,343 _I= ! 510.00 $1.9,480.00.
Type A 314 :..1= SII.0.00 I $3140.00,
Type E(Moc ified) 81 LIE $9.00 $729.00.
1'Sod Strip 2.,343 LE I $0.30 $7C2.90
Seed and MIJIch 2.0C A: 7 i $1,900 00, 53,0GC.00 I
Sutton! Roadway Pavement I I $88,274.30 I
1 i 1
. I
SIGNAGE MARKING 8, LIGHTING 1 i I
Stop Signs 2 2'4 I $200.00 $400.D31
Speed/Traffic Signs 1 E4 1 $200.001 $200.00
Street S gns(name) 2 _ EA _i $200.00: $400.001
24"Stop Be ,White(the rmoplastio) 23 LF : -30.00 $750.001
6'wide Epedal emphasis Crcsswalk Wr de it))) 0 LF ' 5200.00 $0.00:
7 :, t.
12"wide White for Crosrswalk ff LF hp11 0
_. $15.00 $0.001 __ _ _
_ _
6"Solid Yellow Stripirg 100 LF $3.50 $455.00'
Piro Hycran: Markers 4 EA $15.00 $60.001
Street Lighting (Single 'assumed 200'Eva-ring i 6 EA $8,000.00 :$13.000.00i
i--
Street L ght Service : g EA $2,500.001 52,500.00'
Subtot a 3:E rage Marking 8;L E htingl ' . $22795.00
SITE GRADING&EARTI-IWORK I i
Silt Fencing j 1,7E,0 LF : $2.00 I $3500 CC I
Turbidity BE rrier I 75 LF $7.50F $562.5Ci
.
Rough Grading(+/-0.0 tole'a nc e):Clrg.Awn- I . - r
Lake Areas) 1C AC: $650.001 56,500.CE:11
Subtotal Site Grading Et Earhworkl I I $10,562.50I
TOTAL $37924'2",'0
. ,
41
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1 IL
1 ,
FC MARSH COVE. PHASE 1- COST EST MAT E iTRACT 22) 140ES13.xlsx
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Engineer's Opinion of Probab.le Cost
FIDDLER.'S CREEK - MARSH COVE, 'PHASE 1 cfRACT 36)
1_21,1-4 -in-i n--,r. Date: 03/1B,D01,4 Overall Total
I I•il-.- L.Q.L.J.Vi,
Description Quantity 1 tints Unit Cost Total 1-
,:>ummary
GRAVITY SEWAGE CO_:_ECTION SYSTEM 1 1
8" PVC Gravity Sewer 0'-15I Cut 374 1-1: L $30,00 525,2210D:
8" PVC Gravity Sewer E'-3 1 Cut 421 LI= I $35.00 514,735.00
8" PVC Gravity Sewer 8'-10'Cut 1 172 I LF I $45.00 l $7,740.00
:-
Manhole 0I-6 Cut, IET Lined i 5 EA ; $3,000 00 l $15,0)0.00 I
Manhole 6'-8'Cut, IET Lined 1 EA : $3,900.00I 63,930.00'
-I-
Manhole 8'-10' Cut, IET Lined 2 I EA 56;800.001 $13,600.001
6" PVC _ateral 500 LF I 520.00L $12,000.00]
Single Cleao-out 2 EA _4_ $250.00 $500.00
double Clean-out 14 EA I $400.00 I $5,500.00
Video Gravity Sewer 1,467 1
LF :
: $2.00' --:
$2,934.00:
1-
Video Gravity Sewer(I.yr. after accept) 1, LE 467 $2.03: $2,934.COI
--::
Subtotal :EraviTy Sewage 5:ystern: J I 510E:463.001
WATER DISTRIBUTION SYSTEM
10" PVC Water Main DR LB 382 LE t S28.30 510,810.60 l
10" PVC Water Main 0814 58 LF : $29.95.1 $1,737.10:
8" PVC Water Main 3R13 : 506 LF j $17.401 $1.5,764.z-0
8" PVC Water Main 051 t4 96 LF I 519.00T $1,824.00
10" Gate Valve and Bcx 2 EA I $2,000.3C $4,000.00
8" Gate Valve and Box 1 EA : S1,200.00I $:.,200 00
jFire Hydra at Assembly 6 EA $3,000.301 S18,000.00
Air Release Valve 1 EA : $1,250.00: $1,250 00.
BSP(permanent) 1 EA 1 $2,000.00 $2,000.00: _ ..._
Water Vlain Auto Flash Devi:e. (AEU) 2 . EA : $5,3CCi.M 510.000,001
Single Water Service 12 , EA $250.00J $3.000.00I
—
EC I\4ARSH COVE, PHASE 1 -COST ESTIIVIATE (TRACT 36) 140318.xisx
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Engineer'S Opinion of probable Cost
FIDDLER'S CREEK -• MA COVE, PHASE 1 (TRAC _____T ..•6)
.,
Hm# 2013.c.:76 Date. 03/13P014 .3verall Total
-
Description Quantity i tints Unit C:cst Total .Summary
double Wad r Service L. .3 1 EA $400.00 $3,600.001
r
Connec.:to existing Water Ma n 1 0 EA $3,500.00 $0.001
-- -- - - .
Single meter I 2,0 EA $600.00, 5.13,000.001
..L
4" Conduit(furnished &irstalled) 1,000 LF ;7l0 001 510,030.001
Subtotal Viater Main System i .
, I 101,1B6.1C
IL ,
IRRIGATION SYSTEM L _I
6" PVC rrigation Main EMS i 1,076 LE- 113.2131 $14,202.201
6" PVC Irrigation Main [R14 135 I LF $14.25 i $1,322..751
4" PVC Irrigation Main D118 I 3E,2 LF 510.031 $3,520.001
- -
4" PVC Irrigation Main DR14 ao.
1 - LF $11.0). $220.001
2" PVC Irrigation Main Sch 40 ' 0 EA $5.001 $0.00
6" Gate Valve and Box 2 EA 51,050.001 $2.,100.00
4" Gate Valve and Box 1 EA $9. 0.0D
4" Blowoff Valve and Box 2 EA $1,000.001 $2,CC10.001
Air Release Valve 2 EA $1,250.001 $2,500.00
Subtotal Irrigation System $27A1.6.95
LANDSCAPING I
20' Wide Landscape Buffer I 0 l F ;50.00 $0 00.
i---- ----- —
, F
DRAINAGE
-
15" RCP 676 L LI- $25..005 ,78 9213.C)0!
18" RCP 33 LE $42.00i $1,21,86.001
24" RCP 483 IT $25
$55.00i
.840.00; — - - —
24" Flared End Section 2 EA $1,500.00j. $3.000.001
18" Flared End Section 2 - EA , $1,200.00 1 0 2,11 0 10 0
(..' i
- ; - — -----
101 Flared End Section $800.00 $800.001
Valley,Sutter Inlet 7 EA I $21,000.CIO, 521,00100i
Type"B" Catch Basin 1 , EA $3,000.00 I 53,000.001
—
FC 41,USH COVE, PHASE 1.-COST ESTIMATE (TRACT 36) 140318.xlsx
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5/27/2014 16.A.2.
Engineer's Opinion of Probable Cost
FIDIDLIER'S CREEIK - MARSH COVE, PHASE 1 (TRACT 36)
Hv# 201:1.076 Date: 03/18/2011 'Overall Total
DescripiYon j Quantity Units F Unit'Cost Total Summary
8" SDK=5 PVC yard Drain 1 518 L. : $15.00I $7,'77C.00
10" SDF, PVC Yard Drain -
I ID 00 L.F $20.001 $12,030.30
Yard Drain Inlet 7 EA $500.00 $3,500.00.1
Subtotal Drair age 5ys':ern I 5100,324.0(
ROADWAY PAVEMENT'
3/4"Asphalt Paving-Type S III (131: Lift) 1 4,969 SY 54.25 $21,118.25
3/4"Asphalt Paying-Type S III (2nd Lift:, 1 4,069 F SY $4.45 522,112.051
6" Limerock Base 4,969 SY $6.50 532,298.50i
Prime Limerock Base 4,969 SY $0.60 $2,981.4(
12" Stabiliaed Subgrade 5,96,4, SY . 1.351 $10,922.40-Valley Gutter(2"wide) 3,030 1 LF $10.00 $30,300.001
Type A 314 LF $10.00 $5,1L.0.00
Type E (Modified) 107 LF S9.0C! $563.00
1'Sod Strip 3,451 LF 50.30 $1,035.30
Right-of-Vvay Grading 3,850 SY $1.00, $3,E50.00
Subtotal Roadway Pave rnentL $128,720.90,
SIGNAGE MARKING & LIGHTING ] 1
—
Stop Signs 11 3 EA `. 200.00
! 5600.00
Speed/Tra'tic Signs 1 EA 5200.001 $200.001
Street Signs(name) 2– EA $200.001 $400.00L
24"Stop Bar, White (tharmoplastic): 40 LE J $30.CCI $1.200.00
6"Solid Yellow Striping 153 LF $3.501 ,.-523.001
Fire Hydrant Markers 6 1 EA $15.00 590.00
Street Ligtting (Sincile) [assumed 2C0'spacing] 7 EA $3,000.001 521,000.001-
Street Ligtt Service 1 EA : $2,500.00 I $2,503.00 1
Subtotal Signage WIarking& Lighting , 526,515.001
r
,
SITE GRACING & EARTHWORK
Silt Fencing 3,399 LE $2.00 55,798.00
Turbidity Barrier 125 LF $7.50 5937.501
Mass(lea ing &Grubbing 5 A $4,000.00 S20,000.00
Rough Grading(+/-0.2'tolerance)(CIrg. Area- . I
Lake A-eas) 14 : AZ $65000 $9,130.00
Subtotal Site Grading it Earthwork. ! L ! $36,335.50
TOTAL
I 3526,461A51
_.
I 1 1
H.
1 ,
I 1
FC,MARSH COVE, PHASE 1 -COST ESTIMATE (TRACT 36) 14031.8.xt»<
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- Engineer's Op PrObable on of CoS'- _
FEDDIER'S C - MARSH CC)VEE,, PHASE 1 (TRACT 37)
hi v;-t 2013.o76 Date: o'v-i Ev?0-1 4 Overall Total
Description 1 Qu3ntity Units I Unit Cost Tots!
GRAVIT(SEWAGE COLLECTION SYSTEM I 1 ;Summary
8" PVC Gravity Sewer C'-6' Cut '..)14 I,
. I Li: 1 $30.00] $15420.00
_
8" PVC Gravity Sewer 6'.-8' Cut l 427 1 LE $2,5.001 $14,945.00
8" PVC Gravity Sewe7 840' Cut I 239 1 LE : $L5.00 I $11,655.001
.._
Manhol a 0'-6 Cut, IET lined l 3 1 EA 5,zLC00.00: 09,000.00 t
Manhola 6'-8' Cut,IFT ,ined 2 1 EA $9,500.00 $7,802.001
Manhole 340' Cut, I ET Lined
1 1 1 EA $6,800.00 $5,800.001
6" PVC Lateral J 750 LE $20.00 $15,000.00'
Single Clean-out 10 $250,001 $2,500.001
EA ,_.
Double Clean-out 8 EA 1 $4.00..00 $3,200.00i
Video Grayly Sewer 1,200 . LI: $2,001 $2,400.001
Video Gravity Sewer(1 yr. after accept) 1,200 l LI: 1 $2.00 52,420.001
Subtotal Gravity Sewage System 1 1 $91,12C.001
WATER DISTRIBUTION SYSTEM 1- ,
, 1 I
10" PVC:Water Main IDF.:.3 585, i_. LF $28.301 $16,555.50'
_1
10" PVC Water Main IDRL4 20 1 LF $29.9'.3 0599.00
8" PVC Waver Main DR18 _1 492 ' LE I $17.401- $8,560.80;
_ •
8" PVC Na:er Main ()Rill 1 50 LF $19.001 S95C1.001
10" Gate Valve and BOX 0 1 EA S2,000.001 0.001
1 1-
8" Gate Vs ve and Box , 1 S1,201001 $1,20CLCO
.
Fire Hydrant Assembly l 5 I EA S3,000.00 $15,000.001
- .
Or Release Valve 2 ' FA $1,250.021 $2,500.CO
[
--- ---
BSI,'(permanent) 1 EA $2,001021 $2,000.00 I
__._.
Water Mail Auto Flush Device OF[31 1 I EA $5,000.001 $5,00CLOO I
1 : - - -- 1 —
Single Water Serv"ce 15 ' EA S250.001 Sz-.,C00.00
double Water Service 10 EA 5400.001 SL,C00.00i
Connect to existing Water Mail 0 I EA I $3,50C.00 I $0.00 _
FC MARSH COVE, PHASE 1 - COST ESTIMATE(TRACT 37) 140318,xkx
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. _
EnQineer's Opir i3ri of Probable Cost
FI DID LIER'S CREEK - MARSH COVE, PHASE 1 (riterzr 37)
HI ft 2(113.07(. Date: C3/11317C14 Overall Total
. ._
Description j Quantify Units Unit Cost r Total Summary
Single meter 1 2(5 " EA L s.600.00I $15,600.081
4" Concuit(furnished & irstal1ed) 1 750 1 LF $10.001 $7,300.361
Subtotal Water Main !System: t :583,465.30j
1 I
IRRIGATION SYSTEM
—
,-
6" PVC irrigation Main DR18 1 1,711. LF $:13.23 $22,580.20
6" PVC Irrigation Main DRizr 40 LF $14.251 $570.00
2" PVC Irrigation Main Sch 40 50 EA $6.001 $300.60'
6" Gate Va ve and Box 1 I EA $1,050.00t, $1,0c0.01,
4" Gate Va ve and box 1 EA $,;9.50.00 $950.00
4" Blowoff Valve 'arid Box 0 EA $1,000.00 $0.001
2" Gave Valve and Box : 1 EA 8506.001 $500.001
. _.,
Air Release Valve 1 2 1 EA r $1,250.00 $2,500.00
Subtotal Irrigation System, i $28,455.20
LANDSCAPING I
i
-f
20 Wice Landscape Buffer 0 LF j $S000: $0.00
DRAINAGE 1
15" RCP 58 L.F $28.0Ci1 $1,624.001
18" RCP 397 LE $42.001 $16,674.001
24" RCP - LF: $55.001 $22,440..001
30" RCP 446 LE j $75.001 $33,.z,50.00
36" RCP 185 LE $105.00i $19425.001
36" Fla:ed End Secic n 1 EA $2,500.001 $3.500.00
-
10 Fla:ed End Seddon 2 E'A j $800.00 .5..L.600.00
Valley Gut:er Inlet 6 j EA jJ $F:,300.001 $13„000.00
_ ,--
Type "B" Catch BE1Si 11 FA $3,000.001 56,000.00'
Junction B DX 2 I EA $3,600.00' 56,000.00i
8" SDR35 PVC yard Drain 135 , 1E $1.5.00: $2,775.00
FC MARSH COVE. PHASE 1.- 00:31-ESTIVATE(TRACT 37) 1403:13.xlsx
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Engineer's Opinion of R-obable Co.;':
_ F:IED,DILER'S 'CREEK - MARSH CE
(W , IPH,ASE 1 (TRACT 37)
t 2013.075 Data: i-) /1 8r2o-i4 Overall Total
, , 7 ,, ;,. - ,
Description Quantity L.,171.15 1 u17,E.G9St Total Summary
10" SDR PV:Yard Drain 927 I III $20.001 $1I3,540.00
,--
12"SDR RV:Yard Drain 701 ! Li: $22.50 $13,772.50
...
- --- --- -
Yard Drain Inlet 14 1 EA 1 $500.001 S17,003.00
Su atota. Drainage System n $::72,803.501 -
,
_ _ 1
ROADWAY PAVEMENT
3/4"Aspha t Paving- Type Si) (1st Lift) 3,647 SY $4.2.5 515,499.75
T
3/4"Aspha t Paving-Type S II. (2nd Li't) 3,647 SY $4.L5 S16,229..15I
6" Lime-ocIt Base 3,647 Sy $5 50- S23,735.501 .
Prime Limerock Base 3,647 SY SO 601 $2,1B8.20
12"Stabilized Subgrade 4,369 SY $.L 851 $8,082.351
Valley Cutter(2"wice) 2,346 LF $1000 $23;466.00,
Type A curb 157 r L.-= $10.00 $1,570.301
-.-
Type E(Modified) curb 10 LT- $9.00 $90.301
Type F c:urLI 128 LF I $:L2.00 $1,536.00
1 Sod Strip 2,641 L 50.301 I>792.30j
1 —
Right-ol-W ay Grading 3,600 SY S1.001 $3,500.001
: —
Suototal Roadway Pavement $9E,755.55
SIGNAGE MARKINS & LIGHTING
, r
Stop Signs 1 tEA $200.031 $200,061
. --k
9 Button Reflectors Signs a 54 $:L 70.001 $510.001
, - - — -- - —
3peed/Traffic Signs 1 54 $203.001 $200.001
Street Signs (name.) 1 7.4, $200.0311 200.00,
--1
24"Stop Bar,While (thermoplastic) 'IS LF 533.03 $450.00 —11 — ----
12"wide White for Crosswalk ,:thpl) 110 LF S15.031 $1,650.001
-I--- --
-- -- -- -
6" Solid Yellow Stripinc: : 100 LF $3.531 $350.00!
Directional Arrowsitilerkers 0 EA. $103.1.21 10 CIO1
., .
Fire Hydrant Markers 4 EA S15.00 $50.00:
Street Ligh:ing (Sing e) assumed 203' spacing] 5 1 EA $3,000.00 $15,C00.001
—
H'.:.' MARSH COVE.,PHASE 1 -- COST ESTIMATE(TRACT 37) 140318.xlsx
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5/27/2014 16.A.2.
Engineer's Opinion of ProbE6e Cost
FIDDLER'S CREEK - MARSH COVE, .PIFIASE :1. (TRACT 37)
Fisii# 2013.076 Date: 02/18/2D4 lOverall Total
Description I Quantity Units Unit ast Total 11-Summary
GuardrEil-i'urnish & nstall 130 IS $25.00 $3,250.00_,
Guardrail eild anchorage(Typo I) 2 , EA i $580.00 i $1,950.00 I .
Subtotal 5*nagia Marking ig, Lighting 1 823,330.001
. i
SITE GRADING& EARTHVVORK i
I I
i
Mobilization 1 r LS
$1.0, . :;io,poo.00
_. 00000 L 7
Silt Feni:ing 2,000 ! LF 52.001 $4,000.00
Turbidity Barrier j 75
LF 7.50i 5.562.50j
Mass Clearing& Grubbing, C AC $4,000.001 $0.001
Rough Grading(+/-0.2 tolerance)(Clrg.Area- 1
i
Lake Araas I 10 AC $650.00 $6,500.501!
Subl:otal Siite Grading &. Earthwork $21,052.501
TOTAL $517,487.0.5
FTC MARSH C0A/1-1:, PHASE 1- COST ESTIMATE(TRACT 37) 14031S.:idsx
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5/27/2014 16.A.2.
-1- --- Engineer'S Opinion Of Probable.CoSt
PI D ID LER.'S ICRIE K - FliP■RSII-il COVIE, PHASE 1. (TRACT 4■01)
. .
.,:.
M > b raii-z n7r, N.-4.p. nil R/71014 Overall Total
_ - ,- -- - -
Description Quantity , .Linits ' bnit Cost Total Summary
,
GRAVITv SEWAGE COLLECTION SYSTEM I '
8" PVC Gravity Sewer 0'-6 C:ut 595 i LF
, 0)00 S17,850 00r
. .
8" PVC Gravity Sewer 61-8'C,Lit 332 1 LF 5,;33.00L sll,620.001
8" PVC Gravity Sewer 3',-10:' Cu: 103 LF $43.00 t $4,77J.001
. -- - -
Manhole 0'-6'Cut, Er Linec 4 EA 03,000.001 012,000.00[ -----
,-
Manhole.6'-8'Cut,ET Lined 1 j EA 03,900.001 33,900.001
Manhole .340' Cut, '1E7 Lined 1 1 EA 05,E300.00 3.6,800.001
L .
6" PVC Lateral 1,000 1 LE $20.001 320,000.00
single C earl-out 7 EA S2130.001j $1,750.00
double fleE:n-out
12 j EA S403.00' S4,8D0.01
Video Gravity Sewer 1,033 1 LE $2.00, $2,066.031-
Video Grav:ty Sewer (1 yr.after accept) 1,033 1 LE I $2.031 52,066.0Di
Subtotal Gravity Sei.vage Sys:em
$87,622.001
WATER DISTRIBUTION SYSTEM 1 1
1 4--
10" PVC.Water Main DR18 ' 708 LE $28.301 $20,036.40'
10" PVC:Water Main DR14 1 20 LE $29.951 $599.001
. —
8" PVC'Nater Main DRIB 703 LE $17.401 $12,232.201
8" PVC•Nater Main DR14 , 65 , 1_1' $19.001 01,238.00
10' Gate Valve and Pro: 2 1 EA $2,000.001 $4,000.00.
8"Gate Valve and Box 1 EA $1,200.001 81,200.001
- — 7 —
Fire Hydrant Assembly c EA $3,000.00 S15,000.00.:
Air Release Valve 0 EA $1,25 0.0C
3SP(permanent) 1 1. EA ' $2,0CC1.001 82,000.00
, —
Water Main Auto I=lust DEVI: (AED) 1 -
EA 1 $5,000.0 $10 0 00.0 0 1
. __ . _ _......._ . ___.
Single Water Service 1 27 EA 1 $250.00, 86,780.00;
EC MARSH COVE, PHASE 1- COST ESTIMATE(TRACT 40i 131.2:113.)ilsx
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5/27/2014 16.A.2.
Engireer's ObinLor of Probable Cost:
FIDDLER'S CREEK - MARSH COVE, IP'HASE, 1 (TRACT ,1 ))
—
1-4,1vk 2013.076 DA1.D': 031180014
, . Overall Total
Descrip.!ion Quentlij: lints. Uni t Co.7, !, Total Summary
double Wa:er Service 11 2 EA 13400.0Di $800.001
--,
Single meter 1 31 EA $600.001 $18,600.00
4" Conc uit(furnished &in.-stalled) 1,000 LE $10.001 $10,000.00
Subtotal Water Man Sys-ten-1j 1 :$102,452.601
IRRIGATION SYSTEM
L
6" PVC ,rrigation Main CF108 723 LI $13.2C
-,
6" PVC Irrigation Main DK04 237 ._,F.- , $14.251 $3,377.25
, -----'
........
4" PVC Irrigation Main DR:1.3 238 LF $10.06,1 $2,3S0.00
4" PVC Irrigation Main DR:14 0 LF ' $11.00 $0.00
2" PVC Irrigation Main Sch 40 600 EA $6.00 $3,600.00_1
6" Gate Va ve and Box 1. EA $1,050.00 $1,050.00
4"Gate Va ve and Box 1. EA $9S0.00, $950.00
4" Blos,yoff Valve and Box 3 EA $1,000.001 $13,000.00_,
Air Release Valve 3 EA $1.,250.00 $1:3,750.Ci0
Subtotal Inigaton System L .J $28,442.25;
LANDSCAPING I .
20'Wice Landscape Buffer 0 LF $50.00 $0.00
L ,
DRAINAGE
15" RCP 936 LF $28.00 $26,208.00
18" RCP 4:.0 LF 1
$42.0[0, $17,220.00
,_.
18" Flared End Section 0 7-A
_ $1,200.00 $1,200,00
15" Fla-ed End Section
f 3 EA F $1,1.00.00 $3,300.00
Valley Gutter Inlet 6 EA. $3,000.00 $113,000.00,
Junction Box L EA. $3,000.00 $3;000.00
Subtotal Drainage System $68923.00
ROADWAY PAVEMENT
3/4"Asphalt Paving-Type S III (1st Ii t) 5,1.29 SY $4.25 $21..793.25L
3/4"Asphalt Paving -Type S III (2nd Lift) 5,129 SY $4..45 $22..824.05
6" Limerock Base 5,7.29 SY• 56 501 $3.3,333.50
Prime Limerock BaSe 5,129 SY 50.60 53,07-7.40!
12"Stabilized Subgrade 5,.942 SY 51.851 $10,992.70
Valley Gut:er(2"wrde:. 2,.312 . IF 510.00 $23,1120.00
1-
Type A 863 LF $10.001 138,630100
Type E(Modified) 93 LF A.001 $837.001
-1-
1'Sod Strip :3,273 : LF 50.301 $931.90,
Subtotal Roadway Pavement , 5125,649.801
_
SIGNAGE MARKING& LIGHTING r
Stop Signs 4 EA $20).001 $800.001
Speed/Traffic Signs 1 EA 5200.00 5200.03 _ .
Street Signs(name) 2 EA $200.001 $400.03
1
24"Stop Ear,Mlle(tl-Lrmoplastic) 57 LP 530.00 '1,710.031
-f _4
6"Solid Yellow Striping 150 LF _I $3.50 t 13525.00
Fire Hydrant Markers 5 EA $15.001 $75.00
Street Lighting (Sirgle)[assumed 200'spacing] B EA I $3,000.001 $24,000.00
Subtotal Signage Marking& Lighting; , $27,7101.30
IC MARSH COVE, PHASE 1- COST ESTIW,ATE(TRACT 40) 13121.6.xlsx .
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i
4' 5/27y2014 16.A.2.
` | -- — Er i eer's Opinion cf Probable Cost
FJEDDI_EIR'S CREEK - MARSH COVE,, PHASE 1. (TRACT 40)
!!. ,erall Total
Descripi'ion Quantity / Units Unit cost i:sarnmary
'
---_____--� 3,630 SITE GRADING& EARTHWORK .
Silt Fencing --------�-�-------- --�--�-�-' �F F�- �7 5� S-750.!
DO
. 100
'---- �----- ----��-�-
Mass i |oss Oca�ng�sru bbi n� C AC �«/ `oon
—oo �o� T - - --
Rough s��xnQ�/ 0.2 meran*c>(cirn.Area � : |
13 AC S5s[/0Oi $�45o.DOi�_
Lake
--- $16,400.00,
�uhz �|5iteG�dmO& Ea�moo� ' _
� -- -
------�- -- ----- - ! � �4�7z�s
TOTAL . .2s 1��___
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--��� _-
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=C.MARSH COVE, PHASE:_ COST EET|xxxTE!;TnxcT40zs:oz6.xisx
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