Agenda 01/28/2014 Item #16A31/28/2014 16.A.3.
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 fmal plat of Maple Ridge at Ave Maria Phase 2, (Application Number PPL-
PL20130001594) 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 (BCC) approve for recording the
final plat of Maple Ridge at Ave Maria Phase 2, a subdivision of lands located in Section 17,
Township 48 South, Range 29 East, Collier County, Florida, following the alternative procedure
for approval of subdivision plats pursuant to Resolution 99 -199. This procedure allows for the
BCC 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 Maple Ridge at Ave Maria Phase 2.
These documents are in compliance with the County Land Development Code and Chapter 177,
Florida Statutes. This project is within the Town of Ave Maria Development of Regional Impact
and is subject to Resolution No. 2005 -235. 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 the Section 10.02.05 A.4.b of the Land Development Code. The potable water
and sanitary sewer systems within this project are subject to the review and approval of the Ave
Maria Utility Company.
The Engineering Services department recommends that the final plat of Maple Ridge at Ave
Maria Phase 2 be approved for recording.
FISCAL IMPACT: The project cost is $1,442,443.00 estimated to be borne by the developer.
The cost breakdown is as follows:
Drainage, Paving, Grading $1,068,708.00
Water sewer
Ave Maria Utilities $ 373,735.00
The Security amount, equal to 110% of the project cost, is $1,586,687.00
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: $33,224.23
Review and inspection fees are not collected on Ave Maria Utility facilities.
Packet Page -417-
1/28/2014 16.A.3.
The breakdown is as follows:
a)
Plat Review Fee ($1,000.00 + $5. /ac)
$ 1,163.00
b)
Construction Drawing Review Fee
Water &
Sewer (.75% const. est.)
n/a
C)
Drainage,
Paving, Grading (.75% const. est.)
$ 8,015.31
d)
Construction Inspection Fee
Water &
Sewer (2.25% const. est.)
n/a
e)
Drainage, Paving,
Grading(2.25 %const.est.)
$24,045.92
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: To have the BCC endorse staff's recommendation to approve the final
plat of Maple Ridge at Ave Maria Phase 2 (Application Number PPL- PL20130001594) for
recording with the following stipulations:
1. Approve the amount of $1,586,687.00 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 10.02.05 A.4.b 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 Cost
Packet Page -418-
1/28/2014 16.A.3.
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.16.A.16.A.3.
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 Maple Ridge at Ave Maria Phase 2,
(Application Number PPL- PL20130001594) approval of the standard form Construction and
Maintenance Agreement and approval of the amount of the performance security.
Meeting Date: 1/28/2014
Prepared By
Name: HouldsworthJohn
Title: Site Plans Reviewer, Senior,Engineering & Environm
1/9/2014 9:44:02 AM
11—N Approved By
Name: LynchDiane
Title: Administrative Assistant
Date: 1/9/2014 12:35:03 PM
Name: McKennaJack
Title: Manager - Engineering Review Services,Engineering & Environmental Services
Date: 1/10/2014 8:28:36 AM
Name: StoneScott
Title: Assistant County Attorney
Date: 1/15/2014 8:48:59 AM
Name: MarcellaJeanne
Title: Executive Secretary,Transportation Planning
Date: 1/16/2014 9:24:00 AM
Name: KlatzkowJeff
Title: County Attorney
Date: 1/16/2014 2:53:11 PM
Name: FinnEd
Packet Page -419-
Title: Senior Budget Analyst, OMB
Date: 1/21/2014 9:57:54 AM
Name: IsacksonMark
1/28/2014 16.A.3.
Title: Director -Corp Financial and Mgmt Svs,CMO
Date: 1/21/2014 10:48:55 AM
Packet Page -420-
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Calculation Summary SUB =TOTAL
1/28/2014 16.A.3.
Protect: Maple Ridge at Ave Maria Phase 2
Task: Engineer's OPC for Subdiovision Bond
Prepared Bir: _aJH w_M— Date: 10,17/2073
Checked By: cJH Date: 10)1712013
CONTINGENCY
PERCENT DOLLRE
TOTAL
EARTHWORK
S
12,500.00
15%
$
1;875.00
$
;A,375.00
PAVING
:S
480,31755
15%
Z
$
552,365.18
DRAINAGE:
$
223,714.80
15 ' %
$
3.3,557.22
$
257,272.02
POTABLE WATER
S
133,910.00
15%
$
20,.086.50
$
153,996.50
SANITARY SEWER
$
191,077.00
15%
$
28;661.55
$
2:1.9,738.55
IRRIGATICN
$
123,278.60
15%
$
79
$
141,770.39
LANDSCAPE AND LIGHTING
$
89,500.00
15%
$
:13;425.00
$
102,925.00
Total Probable Construction Cost:
S_
1,!54,297.95
1506
$ _
1,38,144.69
$
1,4412,442.64
Collier County PPL
100% Construction Bond: $ 1,068,707.59
10.0% Maintenance Bond: $ 106,870.76
Total Bond Amount: $ 1,175,578.35
A M_U C:
100IN Construction Bond $ 3'3,735.05
105; Maintenance Bond: $ 37,373.51
Total Bond Amount: $ 411,108.56
NO "ES:
1) This_Opinion of Probable Cost: shall be used for Bonding Purposes Only,
2) This Opinion of Probable Cost is based on :'errinsula Engineering's understanding of the current rules, regulations, ordinances, and construction costs in
effect on the date of this document. interpretations of these construction costs may afiectthis Opinion of Probable Cost. and may require adjustments to
delete, decrease, or increase portions of this Opinion of Probable Cost
3) All costs ,provided in this OPC are based or, recent contract prices, or the Engineers' latest known unit cost;: These costs cannot be guaranteed at this time
due to unpredictable and uncontrollable increases in the +_cyst of concrete, petroleum, or the avaiBability of materials and labor.
4) This cost estimate does not include the cost of any building construction,
5) This cost estimate assume: dr}, udliti >.(LCE.C, cable:, telephone) vrill be installed at no- costto the developer.
NiiNNNMIIIti
6) true to the preliminary nature of the prcyject, this cost estimate includes a 15% contingency in each section. tir�v�� J. 11
�P �CENStrl'y.'
y �
60727
P.PL- PL20130001594 REV:1
MAPI -E RIDGE: AT AVE
MARIA PHASE: 2 �., (ORIOP°avJ `P.E.
DATE: 1116/1:3 S • •.... F1
e 60727
DUE:1219,r13 4' ONALp rgineering
�dNMln.:ation #28275
P:\Active_Proje^ is \P- CC:ANI- 002 \003_hlapleRidge_Phase2 - PPL\ Design_ Permift :Submittals`,County \PF'L. SubrnittartFngineers
OPC 3erformance Bond 1 of E,
Packet Page -427-
1/28/2014 16.A.3.
Project: Maple Ridoe at Ave Maria Phase 2
Task. Engineer's OPC for Subdivision Bond
Prepared By: DJ Date: 10/1712013
Checked 3y: DJ F- _ —_ Date: 10/17/2013
EAFITHr11ORK
ID
DESCRIPTION
QTY
UNIT TYPE
UNIT PRICE
TOTAL PRICE
EW -1
GRAVEL CONSTRUCTION ENTRANCE
3
LS
$ 2,50C.00.'
$ 7,500.00
EW -2
EROSION CONTROL (TURBIDITY BARRIER, INLET
PROTECTION, SEED AND MULCH)
_
1
_
LS
$ 12,50CM
$ 12,500.00
EW-:I
$
E W -
$
EW'
$
EW-E
$
EW -Er
TEMPORARY 6' BACKF-LOVV PREVENTER
$
EW -Er
$
EIN -1 Q
-- – -
$ -
E1N -11
— — - - --
$ -
E1N -12
$ -
E1N-13
$
E1N -14
$
E1N -15
$ -
E"N -lh
5
SUB -TOTAL EARTHWORK= $ 12,509.00
Ii % CONTINGENCY = $ 1,875.00
TO'T'AL EARTHWORK= $ 14,375.00
PiActive– Projects \F' -CLAM- 002 \003_MapIE:RICige_Phase2 -PPL.\ Design _Permlt\Subrnittats�Coun1AF -F'L SubmittahEngineers
013C –Performance Bond 2 of 8
Packet Page -428-
1/28/2014 16.A.3.
Prolect Maple Ridde at Ave Maria Phase 2
Task: F-n2ineer_s OPC for Subdivision Bond _
Preoared Bv: DJFI Date: 10/17/2013
Checked Ey: DJ Fl _ -_ _ Date: 10/17/2013
PAVING
ID
DESCRIPTION
CITY
UNIT TYPE
UNIT PRICS
TOTAL PRICE -
PAV -1
4" A�SPHALTI(', GDNCFIE'rE'rYPE EI_III (FIRST LIFTL'
_ 11,329
; SY
$ 41:95,:,
$ 56,0713.55
PAV -.2
3/4" ASPHALTIC GDNCRETE TYPES-III (SEGOND LIFT)
11,329
S)'
$ 4.95;
$ 56,0713.55
PAV -3
8' LIMEROCK BASE
11,329
SY
$ C'SG
$ 73,6313.50
PAV -4
'12* STABILIZED SUBGRADE
14,1'B4
SY
$ 1.55
$ 21,98:5.20
PAV -5
TYPE "F' CtJREI.AND GLITTER '
857
LF
$ 9.50_
$ 8,14.1.50
PAV -5
2'. VALLEY GUTTER
LF
$ 7.95 "'
$ 63,735.15
PAV -7
T VALLEY GUTTER CROSSING
-6,017
48
LF`
$ 25.004
$ 1,200.00
PAV -B
TEMPCYRARY6 _f3,4C:KI= LOVVPREVENTER
4.1,990
SF_
$ 2595
$ 129,770.50
PAV -10
5' C0N1METE 3IDEVVP,LK DEMOLITION
1,000
SF
$ 1.20
$ 1,200.00
PAV -11
SODDING.
X14,809
-
SY
$ 2.00,,
$ 29,618.00
PAV i 2
TYPE.'F' CURBA(ALLE:Y GUTT'FR DEK40
B35
LF
$ 1
$ 83:5.00
PAV -13
ASPHALT DEMO (SA_VV -CLII 3 _
.276
S),
$ 13.00
$ 3,588.00
PAV -14
SIGNAGE
1
LS
$ 6,50o.00!
$ 6,500.00
PAV -15
ROADWAY STRIPING
1
LS
$ 12;000.00
$ 12,000.00
PAV -16
LIMEROCF; BASE REHAB AND RE- F'AVE;(2 LIFTS)
1;399
SY
$ 11.40+
$ 15,948.60
PAV -17
-
PAV -18
$
PAV -19
$
SUES -TOTAL PAVING = $ 480,317.55
15%,CONTINGENC✓= $ 72,047.63
TOTAL PPAVING = $ 552,365.18
P:1Aciive_Projeot „P- CCP.M- 002`. 003__IAapleRicigr;_Phase2 -PPI -\ Design_ F'ermit`Submittals \Cour.t ,F'PI- Subrritta,\Engineers
O'C_ Performance: Bond 3 of 8
Packet Page -429-
1128/2014 16.A.3.
Project: MkIple Ridge at Ave Maria Phase 2
Task: Enciineer'sO_DC for :Subdivision Bond
Prepared By: DJFi_ __ Date: 10/17/2013 _
Checked By DJFi Date: 10/17/2013
DRAINAGE
ID
DESCRIPTICIN
011,
UNIT TYPE
UNIT PRICE
TOTAL PRICE
DRA -1
CONNECT TO EXIST INC, STORM MANHOL=
2
EA
$ 750.00
$ 1,500.00
DRA -2
15" PVC; STORM SEWER
65
LF
$ 25.00
$ 1.625.00
DRA -3
1'5' RGP S(ORVLSEVVEER
175
LF
$ 22.20
$ 3,885.00
DRA -4
18' RCP STORIVI SEINER
493
LP
$ 25.80
$ 12,719.40
DRA -5
24' RCP STORNLSEWER
825
LF
$ 38.10 -;
$ 31,432.50
DRA -6
30" RGI' STORNI'SE\VEER
429
LF
$ 55. 10,
$ 23,63 7.90
DRA -7
42" RGI' SLOR:NI SEWER
637
LF
$ 100.00''
$ 63,700.00
DRA -8
TEMPORARY 6' BACK F!L'W PREJENTEiR
2
EA
$ 2.500.00
$ 5,000.00
DRA -9
30' HE-ADWALI - -- --
1
EEC
$ 2.805.00 :1
$ 2,805.00
DRA -'10
42" HEADWALL- -
4
EA
$ 3.250.00
$ 13,000.00
DRA -11
JUNC'TION BOX
2
EA
$ 2,330.00
$ 4,660.00
DRA -1 2
VAL.LEE'(GUTTI= FT?INLET DOUBLEI --
20
— EA_ --
$ 2,750.00;
$ 55,000.00
DRA -'13
CU -GIN AND INSTALL DOUBLE VALLEY GLITTER INLET
1
EA
$ 3.500.00
$ 3,500.00
IA -1 4
RAISE= EXISTING JUNCTION BOX FI110
1
EA=
$ 500.00
$ 500.00
LD'RA- '15
MANHOLE - TO CIRA)IE
1
EA
$ 75(1:00-
$ 750.00
SUE -TOTAL DRAINAGE= $ 223,714.80
15 9v,;C0NTINGENCY= $ 33,557.22 _
T'OTALDRAINAGE= $ 257,2;2.02
P:\Aclive_Projec:ts1,P- C:CA.M- 002! 003 _MapleRidge Phase2- PF' UDesign _F'ermitlSubmittals \Courty PPL Submittal \Engineers
OPC Performance Bond 4 of 6
Packet Page -430-
1/28/2014 16.A.3.
Project: Maple Ridge at Ave Maria Phase 2
Task; Enoineer!a OTC for •5ubaivision Bond
Pnsoarod By: DJH Date: 10/17/2013 _
Checked By DJ Date: 10/17/2013
PO -FABLE WATER
ID
DESCRIPTION
07),
LINITTYPE
UNIT PRICE
TOTAL PRICE
WAT -1
6' PVC WATER ]MAIN (U-90C, CL150)
3;207
LF
$ 15.1'0;'`:
$ 48,425.70
W AT -2
6" PVC; WATER MMAIN (_90C, CI200) - - _
100
LF
$ - 16.50
$ 1,650.00
WAT -3
8" PVC WATER MAIN (_90G_C IA 50) _
—_— 236
-
LF
$ 1 57.00
$ 4,012.00
WAT -4
—
900, CL150
12" PVC: WATER *MAIN ( �
---- - - - - - - - - - - - - -- - --
1.1`39
- -- -- - - --
_
LF
$ 30.00
$ 34,170.00
WAT -5
6" GATE VALVE
6
--
EA
$ 865.00
$ 5,190.00
WAT -6
8, CIA'rE VALVE
1
EA
$ 1.000:00
$ 1.000.00
WAT -7
12° GA'f = VALVE.
1
EA
$ 2.000 00
$ 2.000.00
WAT -8
TEMPORARY E_ BACK F -CW PREVENTER
12
' EEC
_
$ 3.500:00'
$ 42,000.00
WAT -9
_ --
AIR RELEASE VALVE:
_ -__
EA
-_
$ 1;16E1.00:,
$
WAT -'10
FIR ; = N'YDFiAN-- ASSEAABLY' ((,DMF'L.E:7E)
6
$ 3.174:00:
$ 19.044.00
WAT -'11
TEMP. BACTERIAL SAMPLE POINT
10
_ —EA
EFL
$ - 350L00
$ 3,500.00
WAT -12
PERK EIACTERIAL SAMPLE POINT
_—
' EA
$ ' '1.306.00.
$
WAT -'13
REMOVE EX FIRE HYDIRANT AND CONNECT TO EX WA
8
_
EA
_
$ 1.832M
$ 14,650.00
WAT-14
2"G0IJELE WATER ISEFiVICE (SHDFi'f 51DF1
(CCNIPLE3'E;
__ -- 26
EA
$ 1,000.00-
$ 26,000.00
WAT -'15
_ --
2' C0IJELE WATER SERVICE (LONG _SIDE) (;COMPLETE)_
10
_ __ -'
EA__
$ - ,435.00
$ 14,330.00
WAT -1.6
1" SINGIE WATEKSERVICE (SHORT 'SIDE:) (CDMPLF: -E)
10
_
EA
----1
$ 550.00
$ 5,500.00
WAT -1.7
1" SiNGH WATER -SERVICE (LONG SIDE) (COMPLE,m) —
_
8
; EA
_
$ 885.00
$ 7,080.00
8
TESTING _ _- _
-_ - - --
—I
_ _
LS_
--
$ _,800.00
$ 1,800.00
rwAT-1
W AT-1.9
-
- - -_
_ --
--
_
_—
$
WW AT -20
AT -11
-
- -- - - --
--
- - --
SUE -TOTAL POTABLE WATER = $ 133,910.00
15% C17NTlNuENCY= $ 20,086.50
TOTAL POTABLE WATER = $ 153,996.50
P: \Actve- Projects \F' -CCAM- 002 \003- M +aoleRiclge_F3 hase 2 -PPL.1 Design _Permit \Subrnittals\Count AFFIL Subrnittal \Engineers
OPC_Performance Bond 5 Cf 8
Packet Page -431-
1/28/2014 16.A.3.
Project: Maple Rid E at Ave Maria Phase 2
TiaSk Engineer's OPC for Subdivision Bond
Prepared By: DJH __ -- Date: 10/17/2013 ^
Checked By: DJ Date: 10/17/2013
SMIITARY SEWER
ID
DESCRIPTION
QTY
UNIT TYPE
UNIT PRICE '
TOTAL PRICE
SAN -1
8 '. SDFI26 PVC GRAVITY SEWER MAIN (q-(3' CUT)
—1;244
LF
$ 22x50
$ 27,990.00
SAN -2
S' SDR 26 PVC GRAVITY SEWER MAIN (6` =I3' CUT)
1,668
LF
$ 27:00!
$ 45,038.00
SAN -:3
8: LSDR:26 PVC GRAVITY SEWER. MAIN 8' -1 D' CUT)
2131
LF
$ 33.00
$ 9,272;.00
SAN-4
4' SAN►T.ARY SE'N1ER. MANHOLE (0' 6' CUT )
3
EA. _
$ 3,000.001,
$ 9,000.00
SAN -5
4" SANITARY SEWER NIANFIOLE ((i -8' CUT)
8
EA,
$ 4, 000.00:
$ 32,000.00
SAN -6
4' SAIVi,r.A:RY SEWEFFIvIANI-IOLE #I','10' CUI
_�_ I
-EA,
$ 5120C.00
$ 5,200.00
SAN-7
CONNECT TO EX MANHIDLE:
5
EA.
$ 1,850.00
$ 9,250.00
SAN-3
TEMPORARY 6' BACKFI -OVJ PREVENTER
18
EA,
$ 794.00:
$ 14,29 .00
SAN -9
W SEFIVICE LATERAL (DOUBL-E)_'
' :35
EA
$ - 840.00:
$ 29,400.00
SAN-10
_
TELEVISION INSiPECT'ICrN
-
9,1193
LF
$ 2.00'
$ 6,386.00
SAN -11
TESTING - - --
I'
LS -
$ 1,0001.00
$ 1,000.00
SAWN -12
EXISTING SANITARY SE NICE TG BE: MODIFIED
AND /CrR EXTENDED TO LOT LINE
3
- EA
$ 750.00
$ 2,250.00
SAWN -13
$ -
SAN -14
-
$
SAN-15
$
SUB-TOiALSANMARYSEWER= $ 191,077.00
$ 28,661.55
TOTAL SANITARY SEWER= $ 219,73.4.55
P:',Act ve_ Projects\ F' -CLAM -002\ 003_ MapleRiclde__ Phase2- PPL.\ Desttln _Permit\Submittals�CoungAPF'L- Subrnittal\Engineers
OIIC_Performance Bond 6 of Et
Packet Page -432-
1/28/2014 16.A.3.
Project: Ma le Hid a al Ave Maria Phase 2
7-ask: Engineer's C PC for Subdivision Bond _
Prepared By: DJ H_ Date: 10/17/2013 _
Checked By DJH Date: 10/17/2013
IRRIGATION
IC
DESCRIPTION
OTY
UNIT -TYPE .
UNIT PRICE:
TOTAL PRICIE
IRR -1
4' PVC IRRIGATION MAIN (C900, CL150) - -
2,722
LF
$ 121'10::
$ 32,936.20
IRR -2
4' PVC IRRIGATION' MAIN C900, CL200
120'
LF
9> 12.90-
$ 1,548.00
IRR -3
8" PVC IRRIGATION MAIN (CL100, CLt50 )
1,185
LF
9> 17.00';
$ 20,145.00
IRF -4
8 ": PVC IRRIGATION MAIN C900, CL200) -
-
LF -
9= 1.8.20r
$ -
IRR -5
4 "GATE'VALt /6
5
EA
$ 739.00`
$ 3,690.00
IRR -6
8" GATE VALVE -
I
EA
$ 11000.00'
$ 1,000.00
IRF -7
4" TEMPORARY BLOW -OFF
_
EA M
$ 1,259.00
$ -
IAF -8
TEMPORARY 6t" 13ACl(FLOW PRE VENTER
_
- 9
EA �
$ 1,078.(10,;
$ 9,702.00
IRR -9
2" DOUBLE IRRIGATION SERVICE: (LONG -SIDE)
(CCMAPLETE)
25
EA:
4; 1,411.00:
$ 35,275.00
IRR-10
—
_ _
1' SIIJGLE IRRIGATION SERVICE (';SHORT SIDE)
(COMPLETE)
11?
EA
$ 543.00
$ 6,516.00
IRR• 11
_
V SINGLE IRRiCATION! S -R ' CE {I -C)NG ;AIDE)
(COMPLE°.TE).
7
-
EA
$ 780.00 `
$ 5,460.00
IRR-12
REMOVE EX. =EILOVI --OFF AND CONNECT T >O EX.
IRRIGATION MAIN
_ _
e
8
EA
$
$ 4,960.00
IRR•13
TESTING
LS
_620.06.
$ 1300.00;
$ 800.00
IRR•14
E XT-EIVD EXISITO DOLI3LE IRRIGATION SERVU;E
TO LOT LINE
--
2
-
EA
$ 623.20'Q
$ 1,246.40
IRR-15
IRR -16
�
— —
—
$
$ 123,178.60
J.596 CONTINGENCY= ,$ 18,491.79
TOTAL IRRIGATION = $ 141,770.39
P:\Active_Projects \P -(CAM- 002\ 003_IvlapleRidge- .F'hase2 -PPL\ Design _P9nnit\Submittals \CountylPF'L. 5ubm ttal \Engineers
OF'C_�erformance Bond 7 of 8
Packet Page -433-
1/28/2014 16.A.3.
Project Maple Ricge at Ave Maria Phase 2
Task: Engineer's OPC for Svbdivis on Bond _
Prepared By: DJF-I —__ Date: 10/17/2013
Checked By: DJFI —__ Date: 10/17/2013
I ANDSCAPF AND t_IrW711NG
ID
DESCRIPTION
CITY
UNrT TYPE
UNIT PRICE
TOTAL PRICE
L.L -1
STREET LIGHTING
22
EA
$ 2,250.00
$ 49,500.00
LL -2
LANDSCAPING (CODE MINIMUM_1
1
LS
$ 30;000.00
$ 30,000.00
LL -3
SECONDARY IRRIGATION
1
LSR�
$ 10,00(1100:
$ 10,000.00
L.L -4
-
$
I.L-7
$
I.L -8
TEMPORARY E" BAC.KFUDW PREVENTER'`
l L-O
- - - -____
- --
- --
$
LL -10
-=
-
$
LL-1 I
-
$
LL -1?
_
$
LL -14
—
$
LL-1!i
SU11- T'01AL 1ANOSCAPE AND LIGHTING = $ 89,5(0.00
15 %CON'77NGEN'CY= $ 13,425.00 ��k
TOYAL LANDSCAPE AND LIGHTING = $ 102,925.00
P:\Ac-:ive_Projects�P -CCAM- 002 \003_10apleaidge_Pha.se2 -PPL`, Design_ Permit \Submittals \ - ounty'%PPL Submittal Ergineers
OPC Performance Bond 8 of 8
Packet Page -434-