Agenda 10/25/2016 Item #16A17 16.A.17
10/25/2016
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 Coral Harbor Phase 1, (Application Number PL20160001134) 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 Coral Harbor Phase 1, a subdivision of lands located in Section 1, 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 Development Review Division of the Growth Management Department has
completed the review of the construction drawings, specifications, and final plat of Coral Harbor Phase 1.
These documents are in compliance with the County Land Development Code (LDC) and Chapter 177,
Florida Statutes. This project is within the Naples Reserve PUD. 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
LDC.
Staff recommends that the final plat of Coral Harbor Phase 1 be approved for recording.
FISCAL IMPACT: The project cost is$777,529(estimated)to be borne by the developer.
The cost breakdown is as follows:
a) Water&Sewer $370,999
b) Drainage,Paving,Grading $406,530
The Security amount,equal to 110%of the
project cost,is$855,281.90
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: $24,552.87
Packet Pg.739
16.A.17
10/25/2016
The Fees are based on a construction estimate of$777,529 and were paid in July,2016.
The breakdown is as follows:
a) Plat Review Fee($1,000.00+ $5./ac) $1,227.00
b) Construction Drawing Review Fee
Water&Sewer(.75%const. est.) $2,782.49
c) Drainage,Paving, Grading
(.75%const. est.) $3,048.98
d) Construction Inspection Fee
Water& Sewer(2.25%const. est.) $8,347.48
e) Drainage, Paving,Grading
(2.25%const. est.) $9,146.93
GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public
Facilities (COA) prior to the issuance of the construction plan final approval letter and plat recordation,
except when the applicant elects to delay obtaining a COA for non-residential developments that are
required to obtain approval of a site development plan prior to the issuance of a building permit.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality, and requires a
majority vote for Board approval. - SAS
RECOMMENDATION: To endorse staffs recommendation to approve the final plat of Coral Harbor
Phase 1 (Application Number PL20160001134) for recording with the following stipulations:
1. To approve the amount of $855,281.90 as performance security for the required improvements; or
such lesser amount based on work completed,and as is approved by staff.
2. To 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 or the County Manager or his designee on behalf of the Board pursuant to Section
10.02.04 F.2 of the LDC.
Prepared by: John Houldsworth, Senior Site Plans Reviewer, Development Review Division, Growth
Management Department
ATTACHMENT(S)
1.Location Map (PDF)
2.Plat Map (PDF)
3.Opinion of Cost(PDF)
Packet Pg. 740
16.A.17
10/25/2016
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A.17
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 Coral Harbor Phase 1, (Application Number PL20160001134)
approval of the standard form Construction and Maintenance Agreement and approval of the amount of
the performance security.
Meeting Date: 10/25/2016
Prepared by:
Title: Site Plans Reviewer, Senior—Growth Management Development Review
Name: John Houldsworth
09/12/2016 12:50 PM
Submitted by:
Title: Project Manager,Principal—Growth Management Department
Name: Matthew McLean
09/12/2016 12:50 PM
Approved By:
Review:
Growth Management Department Judy Puig Level 1 Division Reviewer Completed 09/12/2016 3:09 PM
Growth Management Department Matthew McLean Level 1 Add Division Reviewer Completed 09/19/2016 9:49 AM
Growth Management Department Jeanne Marcella Level 2 Division Administrator Completed 09/20/2016 2:02 PM
Growth Management Department James French Level 2 Add Division Reviewer Completed 09/27/2016 2:07 PM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 09/27/2016 4:09 PM
County Attorney's Office Jeffrey A.Klatzkow Level 3 County Attorney's Office Review Completed 09/29/2016 4:49 PM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 09/30/2016 8:42 AM
Budget and Management Office Mark isackson Additional Reviewer Completed 10/03/2016 1:26 PM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 10/16/2016 12:37 PM
Board of County Commissioners MaryJo Brock Meeting Pending 10/25/2016 9:00 AM
Packet Pg.741
16.A.17.a
fl yIN
r
A ...ill.
'� 30-50 -26E - r= E 31-50S-27E"
t
c
O
PROJECT L
LOCATION 2
III.1
ca
_
o
* 6-51S-27E U
�� 2-51S-26E 1-51S-26E
'°I" 1
r ANA
o
''j�� 1`1'r a 0 c a .N
10
Lilii ,kt) t _ 1111111111
_
YjIIIET__ -
art:_ .' 2-51S'E-
Wil 11:54S-26 i ,..-.,, ,lit„;:'1 II- iZ
in
°°
7-515-2:E y
Pali �_
.ifir.F4 f "�I1 14........
1Bu 1��� 1cia
WO No 11231111
el- ,n, eh « a....�:� r 1 i-
:''�`:. ACHILL —
m
ri •. >s E 1.1.1 OEN Ill r CO
0
LOCATION MAP
NOT TO SCAB c
E
U
cu
a
1
Packet Pg. 742
eoE m �
_ Dov
WO
O �I a =25 tR 50 o a W¢
< _ Z
O -- <
0y
O - 2_
.__I 2g 3
m o
Ju
omu O
5� _ W
<_ < -
H
W >u Jg
W ! �
o� 0=
Q
2
� S i� i<- - - -- ~��2w
d NQ rc� 002 >o of 1 pZ =-�
O W 00F N2 - 2552 Z` i I -
O Z >m �� OFo 2 ax _ 0
--i Zo 7i , O'c r';%
LE, t 0~9 - Z=mow LL
Wp 1125 l< 252 Op - <2 WoS pl _00Fo —
r,i
z V V ja 115 N Att 02 2 Z -
I,,-
c)
i-, o Ism < 50
W
J - -
s¢ -N
a -
ce
O -
LU ,L,'
_ - - - - o3oio
QO OW 215 o 2 - p T - - o ' 8 -
=O 0-0
Z '00 x WEWW8z'<
I/jI = g - w _ i 5 3p
I� O z - .<$3�� m -2555-
I .
"� o�lm� oaw 252 L'=
O' W o 22 325 - 0 3 - 1„, ,.L, 850`='2 .>t�+
N OJ mo - - W p o 2 a w Yuo_�nrc 5aa a <h 66 22552_, NS
o_U=
Z15ry al eZ 0I it
Vo
Y c0
CD O W uoa:I - _ • _
W
P-
® m ry ,. 5
W
CD
Q - '
_ ����[[I�w„�; �I�2_
',,t
l5
F ,x
y
u'� --__ � I�IvIIEJ� Vii{�
er C.) o 1< 14 �! j ie
v) cc.! 1 •
Z 10v�
_ x�
W O �I.I "
3�
Lam 919 .2 / 44 t o 9
.g � 5 w
Z_
W wi �w otp 0
c� -9 - o < w 0 _-
s p
_a w p y -
z 5 . g,-,,E vs: ss z 8, , o .` � ,o
—J oaf z <_<§ _ - 7= Ww z wi3 0 = pso g'2 m - `50;'2'2-2n g
§ _ _2 2 25225 _ -5p62.3 z
ry C'V oo: o�;Q < � Ni � �- wiw C rc �: �wlp�ai 5�
O� 5sm `w� c o� ow � �� - "'� <�E� 5p ooh � ": �5�zwo�5�
e a'.c 5 9 s 0 0 s3 e 2awo - _ 5i79 - o2 '„ w`t2zo
® a 2 =a==_ pg N _� 20 oay =2z 3 _ o 25 25 2=Vw. w6 -
I yho o ' �p`oo o s - y3 0o ,—:, 300 - o < NLo �wm wo -
'OL5 _ o ,� - ?J=im www 255; �� € =w ===�a� e's
C,)
1 O MO gF p - pm " � C 0<70 _ 0000 ow o- <'<�s< g
129' Z w � �o 253 --aa os.
L110 25 225 g �$3 W ,� . 2525 . o ='o= ,T,',, L4 g p 8o6ys
09 g o2Q o5 o; oa .622 - 0 a 255<2 02,, z2-'p'o<<0
OC -o p.z <2g= - 3 w '-"2 = =<0 s g0 0 -5m H
O c- =22325 "< ;m = k� M - agAi - W6 255525
o_ _ g 300 p ¢` w a - 2o"e " R :tt "c 025 zR> poo ?o
Q w N2O25 w W5rcwz w w po w a0o z'z 025 d
5254 p SH 'I CCCl/I zce �, g �m r € - 3 2 0"`ori - as 5L4w *-5
La- 2.25 25 "W0' 050=5 a Le .g-w �: 55 2 2 8 25 25 00'<5 25 R25wo3w<<oo5 o
.26,", g'100 2 '. 225 w o g W w s ' p 2t 3 ' ; saN,."Qo_ i_m
� _ _ - � - how ws �a � � �� '� ��<m 3�a�' '`� � r�=§Nw,=��
d 2oW a zc r< ° ha 2 K' o sa RY w r DE ,t6 -w,824t : o 25 E!,,T4 E i
L _Wk- _�0<5 gofers Yo % 2525 <-_ <o 2525 2 % ?Ann <225252522225232539220 % <o2 % 25252525:057.252 pl
Q 5833 -s 6 6 6 W o et
o u w•-N o-,.�� ,.o•wr,o x o- .vs.��w„le -.e y
Ss4o-1� -2 i �, wA's R „ ,,„5„2„,,,,,,z_,,,,,,,,...5,s ,,� €o s 8 :a 5= xR5 ,5k ems e r
5 � o ` y:.
o N _ 4.,, ,,,,,,,,...„,: ,2„,„2,2„22,42,„„§_R2, oooTe, _ .mgp33g fg .ss _
Q l0 ¢a ',8'-'." A-2:- .,- ,-.',,Egog Y'68 ”, --.g- 2 •n^ i- -n -.,ge .wo,n C3 `an� o,oaa
”a xogk <� -yny� ?o,W-8, g g<:.Wg - smzNwy -a &.ow'sn.-.nn ^� �'a ` -3,,a -yn e. =ate
a - og-g,1A<Wo_ - � � ARa 04^= - --oa- ko z8 - o- - ORt s ,E s o- - _ m0x -g —
grtg
r81r-L"..3- & Y 3t�a $ . 3 i ��n � y�r g qk = Cis - § '
o N =2 z� "y - r< g- a - og < g -s -
m oe �_ -_ ._._8z•-g=„<As =o�=„ ya=11 trio==oma <� 2s a_iWS4 -
H �g hagGYg�� =ka"ekm, »woxez ^ok-Co=^"=•-'.,noa�- wk� zk)8 "oy� •^p �zm'" _ ¢zo
1— w w„ o 300 00`m§ pow_=wP „o_§wx� kW -s Wgromss= e_ p w�_sxs� �'nmxPmw= kw k€ao=o _
a JE .:3.= age o " ,-Wa , - !4 oe i,5 4 a Grp 45, 3 Ex m
d cn =w gs �€w ,,a 2s 2-T,2 § '"§_ -- "-5- 2r,T,.o.Vk 5 o�€'s < k2.syn<W a Q U.= _ oW -o
=E9 `.�S_� _ - eg: awgmo 1' �8a 8BEL. o�� 22 a ear --
"" gem'''''0 1 _!"''5"- =�=y= ` € ?..xs o �o8'<e_&& � o e. oo _
7'u-' ', .o o€2u =t =y =<uo } o ?W ..1. -EV, 'Gz- -uoG =' '-., ¢ w
Qp _ s5oa ;- =nf,M1' mg� `dm%8:-- , t g< € oA'"P= -8-QxasiW<c T ag Ws'- ,2,:=1,T ��
,L -� �gop83�`_ 3m =E'¢88:a3' m • koPoao og 'g'tlS �gn'Zani� .8g� €a
Ea. ae,S4H= � - age "''. �§ apagE - - `' Rg h,:,-yyew ,tX_Ig=k E4ffg0�g=- 5;;gw ggE: LI
__I
3 _ 8 - o _- =_ o &o;:'� =� a u5 w '"gE¢^.M ra,,9 8 �gm
�' "sa` o Wks«o� � Gmo � =ks - • _ � s _=x - - w .ss- ct6 �ws` =s, x
o'oo€3No Woa _ x € • ?- . €"_ -26- §Za Xu�-c� =og ' ads c_.ag-2 ^dm €0§`5o a^'i —
Z k m=! ws yge gg x8 c s takoy a 8 c,ssEs.g� o W §'wk mo.00 ki'8%- ' g os,
i-- • „,.. a Sy -E45. ' .2. k -Y ..2
S ' WL:, 'F=- o?ka 3� =Yko1hLkWBw ¢mg: �g=8 _cck =< n_•. 1" 5 _o 8 0 '.ck . �,
CD o lea- -Ypo„pE= ==,ga„ AL6Rg u= g- --380888 ,r€yxi<sm.sg-AR "o.e-g^,-s w % "rR.,w nAo A ` xg
Es Rs is _ P%A 5: oaW o o � og5_a W WLSti!T,- ng=l!s"<sx�gag=g,a _
WRko - - - '- °saFG�c wk W <R_ o< ;�"y.'gym¢<-eoc �Aa� =��`" og= ,�” ogo
L.., a ='=mak gR".s=� ogoaR §x=8,2 ocx =g - RgEeu •m _s a,gsg�ae3 `gx a - „s sr W �.0`- =;4W§ BuWgxguo ox
0 >N.,4="gx,wo,og,,1=a,Wo§! xis,, N,,,Wgem ._faxv.. 4FU`g 8: EZe a gsg"a-$g,a g. ks 6-', T _
LA , a e 5g!.. _ mg a 4 8 ' �<. _ e
O O 0g8€ ,E m_ a7}U„g o =,Vc§.k` =_8 ng �s kg� e ,2 oc?X V—.8 ' '' L 2,'7,,E' 8 8& LLe2�''. n `�
J x2o g 8 <ityk�yx<. �C - yy W2 =f<r $azxo - k c
Vi u 6y s,5 s s� y ms _ Q Va,,i F., € is g ,, 3,,'e,..AE<..`Yl eo_ g
-. ..og,,,_kon_g_8 86Co 2200:1_2,.00o_,,0= ocw0 00o,.,g_o.,,..22322 R5 820,0,32,80803.2„,C,..<C,,o�.y.or<oa.,..-.
O
U
4.1Lb
Q
Qs o z�� i^ i
r _ -zon op -
C96— .
a _s
dO 62111N.6561M —�6 _B[Rttl N,fE.61Lf6
U rn1et-- ISO 10081 .4._ g
CT C w8 IN.,v ZION 1fZ.61.00H , efm 3.“.6lg0e f t 8."-
W p w R B Cee;?,
J ���7 3 ® W tN 8RS1f= ,g8`
12
Q C_) 3 e r P " e U 5... ➢ -�- Qr•„� y”
d� a
n- l=cr, e? ,, 1�. s,� n 11 g 1
L.- 8,q 99,65.61.00S L1025 Na9,611305 ['1 '
I1�1 C,I �����
O r 1 Q
® O W r F , »8 Dry- _ a m N
mcg V _ �' r r
Q a=-� 8s^.� a w
"ayes 8g s og
sNh o-�a
�8
[L COS ;g::,..41 r 7 4 C 1 : ?N ab a8T
o = i �� a �� o r� awes ''40,0
y 57,0,
�qy/ n
1 1 O �^,� t� JbIJ BLY,%3t103 q `A• 8 mR Cg 8X-��
1-i-, W '8 gs^ G����Kappa -, yg � ' $$a $ ,
Cr = _ » pp fa°mss '
(/f d
4 =Z sn8 r8 16T2/2.190 IIH Ilit
W, 3 A x �� 71
N $ E+„§ la meaRcu.� ra— ��
S -X 1JYN1
WO RCSE�E6'N sa4 ,,n$ $1.„,,,,,,,,_178� a
CL Y� MMs - 7 l TIA.0 RR X
j C7 80 a �s aRe.P s ab e t i a
a H _q & XIX - - - — J
W C..>
$ � B ..m.,..an.. _ ^8
I.....1W R 8x 8 V 8 ---Cr (n ""'",AT.., 2Sa_4 $a"1.!..-12 13
_
J Z � 5p A5 PV-g ,E
Z▪ J pSu�yJ y g" - �I
'qy' _ 3 „Y 000(t M.11.eS.t05 i= 3'8 l ,I I
I ' N r ASO 10Vtl1 ,BqR 8�.. , II 77-7-III ___ 1
H• .05c 1tt,e5.ta iYlY la I
® Q enr 'I'S' p-�-J i Fg pun
8b_af 8�8 8 n III — --
O r^ g•' GAJ y II. - ,g 4 3
= 1,1176
199
F— 1I r- - z”, : waY
[r �� --- ;r sxX •a
�<zt T• _
p 8. w8 3¢o.eT.11 fee -----!,L_7_ I I g S 4 8 '
x $
[1 n$n els d?-+ _ S =
L.,_
a-- g 8 8 8 8 8 g 2 8 a. -S A
S y o 0 o a o 0 0 0 0 0 0 0 0 0 o e o 0 0 0 o e o 0 0 0 0 o a a - o " F -\ 12 3033 - 0 - 3
8 - - ti
'25
'. w ^ m n '. r w W ) w T T ' m - - ti
w , - � $ a3 . - 3. . . . 222 . - 333 3. 333 " ,� ahwsesssas
CC 88000 33333353 : "
Q 3 - ., . , o - - - - - - - - • - 0 81 " r 0 ,. 8 " " 0 0 J 8 '' 7 3 # 0 4 . 7 9 5 9 9 , 9 N J G "J . 88
as " � . � � m , e " ., . � e � m
a
�_
. _
m �,_, ,E.,,,c2,,,E mho �q�, ,O„ 1 ..
o a
Z r 1 1 E r”,
a— crr,r��
G
3 z a L J .,:raw, E2002 2-
F-
Y
M �o zs °rte ,----- 87,
cr °� N Amo . g i/ -
L._,
W„
J =J w M 8 ,, / 8,v—,-,8,v—,- .
=W
@M
CG // \ rk
0 /GRAPHIC SCALE / \ F3
50 25 5G
P F:
W 7,A / 8.
0p.6`y,18ot,
O 8 i 3 4 /
O -84: /
U :a'8. / Pv
C / G
W / I 8:•
J / I L'
—I 8x
O r
7 / 13
O / / r
CC 0
OI i Fe
U a J
8
0
U 8 .
//qqqq�� p ! o/ - GAG
d / J
Q / / f0
g R,
a p z l / q 287
1Qom / 0 c`
2
1 = Z K.
// /
CC O ex
/ 5
ry M"
IlI� r ti
cow a a / o
J \ a Y 8«z'Aq
N a. \ 8 g �� ®�I `A'
CW.9U $anrg E--1 Hues xa,ioaex // wt'w
R J
Q 2 CI
Q_ I- "&L HI90 —.— Lu 0w
n Cr)
g bt —�-�L IV Col 1 I a 1
Av Lo Z:15
8 a,.a N u.,
IG
r:
O N S r g R 4 87`.
O W a m 8 8 au
ppU
/
Q asI
no Bkrt
aI 11 'ie= _ ;
CO Z e $ FE
g S R R 8 IZ: ,
O O 22- 42
/ N ro rs
24.
c=t ° A 0 0 K R5
O an = _ n nr.
a o PJ
U a
W FE
CG S6 8 8 8 8 68
N ; 2 o G7
r?
LLI G H 8 c 7 0.
I N O ^ p.
S~ =809SZi•1 FE
LE
..__ ._ ._. ertui 3LL,Inbes St SZ1v3 85
^=
_`_ ... _._. _._.. IS LSI 3,LL,l0P0S 0L6[bp
s6xo6lO— K.,,,x.a.msax
CC I—
VG
N W — _. \ •012 i539 l al ESL 3.0E SUSS -- 600jL.k6y��_ _ 6pOLL ILS,ILA[S
W U 4070
.� C N 2:g;:;';71
yoh L�fLL3.e%Lrbu \\_--
(1
z ��?i" II ;
QJ O 65 el
Z J ',lR/:
ergo,
1 IR
W // 0 p F 0 0 1V/ ry
li '.m _ S0,..5„.„-- �15�i5M�13B ?\\.\C
O Itt,8� R .y'i 880-1,178"�J
`�
W@8
�i
w,
ba
O &Sana \ q„s sR E';
Liter
10 LIQ—
o 'r Oji 0 -
o "s\ / �m m r k
i'ri 0 :i
Q it II 5/ ,, k
Fe e
cw7 : !! ! 8 2
7.
N g - ---� . elm ` 6L9111 A6SslpM
OO = Z' $8 LSO 03881 o $$':R
Iriir8''i 17
JS ro J e�$$��'��`.�d, Ir St90 61mN I I
6 wE 3
c .4\I.4 4:;',;:;.`;' a fie
00 =s �5 "ugJ ^1
" t
I- o "
CD \ 01'83/ m 8. x..;
U ' ¢8 ?
w Z _ os \ /
C. o a \
N '
c
o
(...3
W
C
1/11 IIII((qq//''11 .) I a t�.
I Y J O8/ _ P.
C-731
= Q �o / S
d G f
1 n
4aO i S
= Z Ei
�.,
1 ' C - r w
N 8 gym. ..
co W 8r&�& / 6:
g 3, PI
N = II r t t � ..
tll U�
• U ' ti ' g f•I S
N• N Ii a r
'(fir, LA W n / .:
er:
C)
w
® c
CD
c� mss/ r
Z 8 8 8
2
W z +�?sS- v / oif` s ',sI,"�
0 $$ o eft' 2,
(�/ o m a�� r w '3-21, i
O 1_1 '8 8,11N)"� r:
W a 82,),I2
t + _ %),,i;
),, g {
xR""" '.2
g�"a� / r
rn 'a �J - 8 $Hake
-3 �a
!VA!, f
I S �" is t["tsl tPo.BGlIp /
IQ
a t.
v..i• ZO ��5, nz"rez fir\2rr. F'' l
\,r\o - r:
W U E.'
W
LI
CC LI
Z
N
J V
a Z
Q
Z J ,
11/ N t
0
® � m
(, Z 1,
d
Q
V1331-1S LI I
2,rEcarsnC;_7 .,:czz f EL e3,1VE "zp.ii..2Dr..F'T-CE., �__V ,,F c..k.a,. S .LSEr ..r:: C__ 16C /'.
£13315
I 1
Yqr 3"w
aa —J /- a ,, Sg
Cl g\ r
m
,18 __• ah a ® � T"
L_'/1
- N 619111 NOM= \ E////. 8[9lll 6.[Z.61 ro5 n
W
p N 1— r t _ w w w L
Z 8,7 §^ 8 3^
p Ow 3 P8§^ ' _ S ▪85
'^W L7 8=.�
z Z I
w Y — —_ 4\-1 `\`art{-�- —
QLJ O' 81 x',061,. 01921 I;MK F ulzzL———� � oowz = `SSI/Ly GL t�
-1 S Q? 6•,11yg]\�.6 09161 165,611M 61040 3.00 01100
d N Z d\8'd8y 8'
ce'`.161
87
� 87 LI
_ R o a n
PI e ^ _ a ^ Yo `g;
O gyp.
E. Y 7S w t t n 8 w t rA t A wY t R rA w n
e
' S R R a n R a 3 3 0 ^ $1118,
1
R $ N867RaA Rgp
44
R.
4.F— o nw tw= ttNtr twt _;Z4- 1 aaExR4 Ra8od AsE 8 ^ R ; a F oa gt x Ri ,4=O ` {-U s it 8 ? s sr ^ s8 " 8a8a8 $ ,g 5 � . � � � 5 � 95Z '1 w rogtr.u
45
J [''; 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 '
O E.' . i 33 " 22222 ; ; ; � rr1 ; baa , 4:
c.,, b. 555665585655556ogg ,
C-.
W c=3
8 �`Q w lel 00,05.01/005 I 01,08 x a.alms }
k 3
m g5.
s= Q / 4.',L.G r 1sssa ; : ; i ? RRPaaaea ,x
Ylt - I '14: r � r ,= tir 'aar ^ s5 ® Eettwrr /
m 5
Y - 1 R R '.,� 8 3 R ", R e 7 R S R R R 9 / aUR /\ o v
1- k. xl va � g $ $ $ a � ags � /e J
O = .,,L IT.. 9.'tR
_ � �;w � I s, 5A = = - - - 00 - - - - 0 - -/ --/ go �/ s F ate ac„K,N, w s,
n 5,+.s
rn w Er I a ^ 's x a R a R a a a i a a � r i i k c / �
J 3' I w F 8 1 2 k a 8 R h F £9 n h R k0 - 8 g / 5;'.
C _
w 0O .80 e _ = = e e e e c ow 8. 0_
CD (-• ) 88898. 2 2888888s $ aasase a'
c ,,,,,,,\3,11P, r "a A ; . . w ; a a ; ; 3 n n n ; ; r
O- i- r tE
^.--;...lx_, s e%"€� 3 3 ' ., � 7. � & 5 6 5 5 6 n Lz c g, 0 5 5 a 5 e,t„///,/,‘,„ z��a�,
r �' 1031 \\ 4
Y CV 6i. ' 00 L�
O _ _zr
Z € / wM °Mm:Po L 'n '8
a / r R 8 8 roM1 roM _ 3R '8 o -
C; R ,t R 8 ;8 i '20t? 00M 33 8. L - C
a r- w y t I Ira a , , Tz - ta�tin _
S afi ;8718 _� It t Ig a la 8 3; ---,,--°-°q_Ix9lzn "°° agRt .
CO Z H k' ( I 'P ,. R a 1'IsIii xa g1 7
('1��� 18-::
N 4,i rPo tPo _� 1 '_ �, It f 'sz rs I8 a s ix 6 a•.
• 88 6y �M'rW 1f'16n-/-700300 / C
1 k t t
es O 8, 8 370y1J ' roM a 1 I g �' 8 ✓r €.m.
W a e r ♦r. Po.Po �stl '132Y,l3333 °r''�;168.4'i'firo — _ j
_
• 6: / 8 s I S z fw ,rid v ano 1 lbbl L l�._ _
N O fr /o. R 0 ' / I an0 ovM 06 300 _a-it..
s['J 5a a L�;
Q I Itn n I M q!-''.5/
M 09 - - g a E.
S v I S I n �t r 1 8 I -{ M�W.M Li0 N e g &
d -- / k G - t 1 a 1 s3 /4 a 1 - 0,, l� L
la a I 8 8 ez� __ r.
t_i ZO .6 4,16
= 8 = l "g't t t f iC
I- 8
8 'I a• 7t"n 3, to
>. iiaC h ". �M ! ,- „� /£ /4h t - g a 8 8 ax�3x LE:
N W t: n;Po 4rPo�3Po.69M ..'';e., e� '� 'm ix . R R R U 8 i,'^ &a ,
6 z1'v� au. I = t p VgJ €r:t R$y a„
yr et �m � Pox e w L, s
Cr) Yf] ZJ3 3a vat _W_-_-I f65$I roBL wM W'M 10oM31 $ I 3 4 8h_688 8 x n _.
Lal c_D a 1J o @ `I \ (� K 0,— �i: _
Z I6'C043Po R / ,8s 8j "' 8'w�16'GLkgL� t to �1 fZ AfPokl00' if^B03 LZJ �C £9 10, E.,/2, $� �g511K£\ £x'(55
ro R
Z J r^ 6T�ln - f 6o't E'^� ,4„,.,2„..,,,
J3�a'3r 400 rPo (00 Nz'� — —i0t ui- !,: A
8 c5 U� 8w a 1JYa1. -60
eii ___———- _ —- 00 l00 c ..:0,35:::::.:74,,,003:0
oeSYNs'X RaU - 4:
W wa '� °z� 3r'6a-�-- -J.4-- _ -l> wa f _3R .
r n rr, la 1Jva1 as $�_ tw'sr"`w zw.0
&-il
I(I — 3Mv1115303v M/631rNbe L10 1pg5t'16'M 110 fi3 f 8g to
Q� o e 843. °-'rx'. - 31JNIJ 3AN353tl 531dYN P E
/ \ Lo_ �- \ 6q/--on mne'zstms+, - --_-- a.lsss oa Y,..-
'IF�II O 8.7 - V4..,4.',,,,,t5.1,5
eew0
ay
7II w nos t8 } 66 w1x•nw
O C. 2a r N-jpTR81R6 n.. .{: ' -_ •131.93 -1
r' l3 In t0x�- - W o e o 0 0 0 0 0 0 . r 4 _ 2ce �
8
g
,,,4/,4 3314 10 Q a R w na • 2a /\ n cek
�
z cQ R /Ls G -
CD 45 r ^ x/ ^ _ - a p r ▪ 5 10tttom / ..! aalLf Oaq �1 5133HS `Pi ax,,,,s1
;' 6/,.--aw - €_E,.E; L - s o
I113300 Y a o o a o 0 o a o o a e e e
Q goV \
/; _� e ^ m a e
ir _./)). , 1: v 3 :',' ! =,`;-!--=';°-";-`,;"-z —
a (D :® '___L X52 z .a `22-' 691-2,-72 ;
°'z _
a a
r 1 ' sa3 a' S
e
ad
un. 3
z 2p z
��a �o
U __._ - �.;� 8e n 1'3
acsttr xasims ea —
O co r o3
o a^ 2a
m W ` E' uo 8 t z o J w a10
_J ��.a �¢ /i i
J S t 90991 1[ZdlllM _ c
8. s r-
eS v
I—
=
Z
O G;. IL.
ce
v
W
J 11 L. 1
O !W
U e:
7,,,-
vi 1
,,, t
CII a
8 r
OU ogmg
1JJ- I W --- --- :a - ----- N
l
V Y J
m
Q
Q C ww A --
P';I
O O
_• I- L
n 8Ci ,o
€ v gg
• J Y. :
W cp 6 °c
(D 1'4- g I
Q
a I—
C a
i- ----..
� M Wi.
-/ L
Yc0
O W / �/
® m = f a ^ 89
Z = $S.2w ¢�V 80 n n / __
E'R
Lai yy ¢¢ ///
//
N 8 '4.,' S p !7 a g B 8 / / /
O D 7
• xa _ s - _ sea / /.
Z / a t w ° //'/
/ A 8 8 $ 8 8 /
tii Q
z g n 3. 3 W 3 3 3 5 3 //,
d € / . r //// /,
1.,..7z 17; 8.-!82. a ti� //
&spas t
d zc-D sso �-�� /
Z -I R 8 -_�/ o \ /
C. NAPLES _ o\ Y - 3§ C.
)
�� per,
RESERVE Wl R r _g fl
J --. ���/ / t 's..,
CIRCLE R G /
a
y a \ rP
8 a e I- � 1 8 / / //�a
' /,z/1/4
z i ��
Q
16.A.17.c
f .
ROBAU &ASSOCIATES
NAPLES RESERVE - CORAL HARBOR PHASE I - REVO1
PRELIMINARY OPINION OF PROBABLE COST
SUMMARY
_
.0
O
0
GENERAL $ 19,100.00
CC
L
EARTHWORK $ 65,385.00 0
rtsSANITARY SEWER $ 292,054.00
POTABLE WATER&FIRE $ 78,945.00 •>_
V
.0
STORM DRAINAGE $ 68,952.00
6
c_
PAVING $ 84,093.00
00
LANDSCAPING AND LIGHTING $ 169,000.00
O
U
TOTAL $ 777,529.00 o
Contingency(110%) of TOTAL $ 855,281.90
Ea�
UTILITY DOCUMENT REVIEW FEE 0.75%OF SEWER AND WATER ESTIMATE $ 2,782.49 5
UTILITY INSPECTION FEE 2.25%OF SEWER AND WATER ESTIMATE $ 8,347.48
UTILITY REVIEW FEES PAID $ 2,624.12
UTILITY REVIEW FEES DUE $ 158.37
CONSTRUCTION REVIEW FEE 0.75%OF ESTIMATE $ 3,048.98
CONSTRUCTION INSPECTION FEE 2.25%OF ESTIMATE $ 9,146.93
CONSTRUCTION REVIEW FEES PAID $ 2,560.48
CONSTRUCTION REVIEW FEES DUE $ 488.50
7/29/2016 11:23 AM X:AShared\P\016-00-007 NR Parcel 5\007 CCFDEP Permit Sup\RAIZ\OPC_Phase I rev
Packet Pg. 749
6.A.1 7.c
/4
Ligtiby' ROBAU & ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-CORAL HARBOR PHASE I
Estimated By:KAM
Checked By:MWD
d
GENERAL
O
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
ca
Mobilization(Large Projects,$10.0 to$20.0 Million) LS 0 $25,000.00 $ -
U
Mobilization(Large Projects,$2.5 to$10.0 Million) LS 0 $ 10,000.00 $ - Q
Mobilization(Small Projects,$500,000 to$2.5 Million) LS 1 $ 7,500.00 $ 7,500.00
Maintenance of Traffic(Varies,Depends on Type Project) LS 1 $ 2,500.00 $ 2,500.00
rn
Staked Silt Fence LF 1280 $ 1.25 $ 1,600.00 iZ
co
Turbidity Bather(Floating) LF 0 $ 12.50 $ -
4
Clearing&Grubbing(Burn) AC 0 $ 2,500.00 $ - U
Clearing&Grubbing(Chip&Haul Off--Site) AC 0 $ 3,400.00 $ -
O
Q
Bridges(Canals,30'Or Less Using Con-Span Type) EA 0 $ 475,000.00 $ - O
Large Bridges(Based on SF of Deck @$160.00 Per SF) EA 0 $ 1,750,000.00 $ - CLE)C
fC
Construction Staking Total Project LS 1 $7,500.00 $ 7,500.00
General Subtotal $ 19,100.00
Packet Pg.750
16.A.17.c
t
ROBAu &ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-CORAL HARBOR PHASE I
Estimated By:KAM
Checked By:MWD
17
EARTHWORK c
O
DESCRIPTION UNIT QUANTITY UNIT TOTAL o
COST '°
L
CC
I
Regular Excavation CY 0 $ 2.00 $ - "Fs
O
U
r
Lake Excavation(Blasted Rock) CY 0 $ 2.80 $ - Q
c
O_
Embankment(From Regular&Lake Excavation CY 0 $ 1.50 $ - N
Includes Spread,Compact&Fine Grading)
Excavate,Stockpile for Rock Bury CY 0 $ 1.50 $ - rts
c
ii:
Replace from Stockpile&Cover Rock Bury CY 0 $ 1.25 $ -
co
rn
Import Fill(compacted in-place) CY 0 $ 9.75 $ -
N
O
U
Berm Construction LF 0 $ 3.80 $ - o
c
0
Swale Construction LF 21754 $ 2.50 $ 54,385.00 c
Q
0
Construction Entrance(FDOT Stone Bed) EA 1 $ 3,500.00 $ 3,500.00 c
O
E
Rip-Rap(12")w/Fabric SY 0 $ 60.00 $ -
Ls
Q
Rock Blasting(Range$15,000/$75,000,Depends AC 0 $ 45,000.00 $ -
on Thickness of Rock&Other Variables)
NPDES Monitoring LS 1 $ 7,500.00 $ 7,500.00
Earthwork Subtotal $ 65,385.00
Packet Pg.751
16.A.17.c
ill
r ROBAU & ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-CORAL HARBOR PHASE I
Estimated By:KAM
Checked By:MWD
m
SANITARY SEWER c
O
DESCRIPTION UNIT QUANTITY UNIT TOTAL o
COST '°
m
I
8"PVC Sanitary Sewer Main(0'-6'Depth) LF 0 $ 24.00 $ -
0
0
8"PVC Sanitary Sewer Main(6-8'Depth) LF 100 $ 30.00 $ 3,000.00 .
c
0
8"PVC Sanitary Sewer Main(8'-10'Depth) LF 444 $ 42.00 $ 18,648.00N
>
V
S2
8"PVC Sanitary Sewer Main(10'-12 Depth) LF 171 $ 56.00 $ 9,576.00 O
U)
71
c
8"PVC Sanitary Sewer Main(12'-14'Depth) LF 222 $ 72.00 $ 15,984.00 ii
in
co
8"PVC Sanitary Sewer Main(14'-16'Depth) LF 0 $ 86.00 $ rn
r
n
4'Diameter Manholes(0'-6'Depth) EA 0 $ 3,800.00 $ - O
U
w
O
4'Diameter Manholes(6'-8'Depth) EA 1 $ 4,600.00 $ 4,600.00 c
c
4'Diameter Manholes(8'-10'Depth) EA 2 $ 5,500.00 $ 11,000.00 O
w
c
m
4'Diameter Manholes(10'-12'Depth) EA 0 $ 6,400.00 $ - E
t
o
RS
4'Diameter Manholes(12'-14'Depth) EA 1 $ 7,800.00 $ 7,800.00 Q
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'-14') EA 1 $ 1,800.00 $ 1,800.00
Packet Pg. 752
16.A.17.c
"t
yJ ROBAU &ASSOCIATES
Additional Cost,Drop Manhole for(14'-16') EA 0 $ 2,600.00 $ -
6"PVC Laterals LF 476 $ 21.00 $ 9,996.00
6"Single Clean-out EA 0 $ 225.00 $ -
6"Double Clean-out EA 18 $ 425.00 $ 7,650.00
Video Inspection LF 1 $ 2,000.00 $ 2,000.00 F
c
0
Lift Station,(not including Wet-Well PL20150000026) EA 1 $ 200,000.00 $ 200,000.00 8
L
FI
4'PVC Force Main(C-900,CL200,DR-l8) LF 0 $ 16.00 $ -
Ta
L
O
4'PVC Force Main(C-900,CL 200,DR-14) LF 0 $ 18.00 $ - U C.)
4
c
6'PVC Force Main(C-900,CL 200,DR-18) LF 0 $ 22.00 $ - o
y
6"PVC Force Main(C-900,CL 200,DR-14) LF 0 $ 26.00 $ .0
0
in
8"PVC Force Main(C-900,CL 200,DR-18) LF 0 $ 30.00 $ - c
it
8"PVC Force Main(C-900,CL 200,DR-14) LF 0 $ 32.00 $ - w
rn
•c—
Air
Air Release Valves EA 0 $ 1,200.00 $ - N
0
0
8"Force Main Hot Tap EA 0 $ 3,500.00 $ - o
c
0
6"Force Main Hot Tap
EA 0 $ 3,100.00 $ c
O
4"Force Main Hot Tap EA 0 $ 2,500.00 $ - c
E
Directional Bore 4"Force Main,(12"Casing) LF 0 $ 140.00 $ - o
Q
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 0 $ 1,000.00 $ -
6"Plug Valve EA 0 $ 1,200.00 $ -
8"Plug Valve EA 0 $ 1,500.00 $ -
Packet Pg. 753
16.A.17.c
ROBAU &ASSOCIATES
10"Plug Valve EA 0 $ 2,000.00 $ -
12"Plug Valve EA 0 $ 2,600.00 $ -
Sanitary Sewer Subtotal $ 292,054.00
m
0
L
O
L
2
L
O
U
R
Q
0
C
It)
co
a)
♦-.
N
O
U
O
C
O
C
0.
O
C
E
s
U
Packet Pg. 754
16.A.17.c
4.
iROBAU &ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-CORAL HARBOR PHASE I
Estimated By:KAM
Checked By:MWD
a>
POTABLE WATER&FIRE c
O
DESCRIPTION UNIT QUANTITY UNIT TOTAL o
COST '.
R
I
12"PVC Water Main(C-900,CL-200,DR-14) LF 0 $ 32.00 $ -
0
0
12"PVC Water Main(C-900,CL-200,DR-18) LF 0 $ 30.00 $ - Q
c
o_
12"Gate Valve EA 0 $ 2,800.00 $ N
la
.12
12"x 24"Hot Tap EA 0 $ 5,200.00 $ - N
To
c
12"Backflow Preventer EA 0 $ 12,000.00 $ - It
in
co
12"Master Meter EA 0 $ 17,500.00 $ - rn
.r
n
Directional Bore 12"PVC w/24"Casing) LF 0 $ 265.00 $ - 0
r-
O
10"PVC Water Main(C-900,CL-200,DR-14) LF 0 $ 28.00 $ - c
0
10"PVC Water Main(C-900,CL-200,DR-18) LF 0 $ 26.00 $ - O
c
10"Gate Valve EA 0 $ 2,300.00 $ -
U
10"Backflow Preventer EA 0 $ 10,000.00 $ - Q
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 79 $ 22.00 $ 1,738.00
8"PVC Water Main(C-900,CL-200,DR-18) LF 1100 $ 20.00 $ 22,000.00
Packet Pg. 755
16.A.17.c
ROBAU &ASSOCIATES
8"Gate Valve w/Box EA 7 $ 1,400.00 $ 9,800.00
8"x 12"Hot Tap EA 0 $ 3,500.00 $ -
8"Backflow Preventer EA 0 $ 8,000.00 $ -
Fire Hydrant Assembly EA 2 $ 3,600.00 $ 7,200.00
Dead-End Hydrants EA 0 $ 3,800.00 $ - m
c
0
Blue RPM's EA 2 $ 12.50 $ 25.00 p
L
Perm.Bact.Sample Point EA 0 $ 1,200.00 $ - I
Temporary Blow-off&Bact. Sample Points EA 0 $ 1,200.00 $ - U
Q.
Air Release Valve EA 0 $ 1,200.00 $ o_
N
6"Backflow Preventer EA 0 $ 6,000.00 $ - 'Es
O
U)
6"Gate Valve w/Box EA 0 $ 1,200.00 $ - Ta
c
i,i
6"x 12"Hot Tap EA 0 $ 3,100.00 $ -
COrn
4"Gate Valve w/Box EA 0 $ 1,000.00 $ - N
0
U
4"PVC Utility Sleeves LF 295 $ 5.00 $ 1,475.00 O
c
O_
1"Water Service Line LF 634 $ 10.50 $ 6,657.00 c
Q
0
Double Meter EA 14 $ 950.00 $ 13,300.00 c
O
E
.c
Single Meter EA 7 $ 550.00 $ 3,850.00
411,Q
1 1/2"Water Service Line LF 0 $ 8.50 $ -
1 1/2"Double Meter EA 0 $ 800.00 $ -
1 1/2"Single Meter EA 0 $ 400.00 $ -
Temp.Gap Configuration EA 1 $ 2,500.00 $ 2,500.00
Temp.Backflow Preventer EA 0 $ 2,500.00 $ -
Packet Pg. 756
16.A.17.c
ROBAU &ASSOCIATES
Automatic Flushing Device EA 2 $4,200.00 $ 8,400.00
Connect to Existing Water Main EA 1 $ 2,000.00 $ 2,000.00
Aerial Canal Crossing(3-Piers) EA 0 $ 45,000.00 $ -
Potable Water&Fire Station Subtotal $ 78,945.00
a
C
0
O
L
O
U
Ct
C
O
N
Q
co
TT)
C_
LL
U)
co
Q)
4
N
O
U
O
C
O
._
Q
0
C
W
E
.0
U
l4
Packet Pg. 757
16.A.17.c
ROBAU &ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-CORAL HARBOR PHASE I
Estimated By:KAM
Checked By:MWD
a>
STORM DRAINAGE c
O
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
2
Single Barrel 4'x 6'Box Culvert,Pre-Cast LF 0 $ 430.00 $ -
U
Double Barrel 4'x 6'Box Culvert,Pre-Cast LF 0 $ 880.00 $ -
Q
o_
Triple Barrel 4'x 6'Box Culvert,Pre-Cast LF 0 $ 1,300.00 $ - N
15"RCP LF 383 $ 22.00 $ 8,426.00
18"RCP LF 192 $ 32.00 $ 6,144.00 ii
co
24"RCP LF 175 $ 56.00 $ 9,800.00 a)
30"RCP LF 174 $ 68.00 $ 11,832.00 0
40
36"RCP LF 0 $ 80.00 $ -
Q
42"RCP LF 0 $ 95.00 $ - O
a)
48"RCP LF 0 $ 120.00 $ -
t
54"RCP LF 0 $ 170.00 $ - d
12"HDPE LF 0 $ 20.00 $ -
15"HDPE LF 0 $ 24.00 $ -
18"HDPE LF 0 $ 30.00 $ -
24"HDPE LF 0 $ 40.00 $ -
Packet Pg.758
16.A.17.c
i ROBAU &AS SOC IATE S
30"HDPE LF 0 $ 52.00 $ -
Valley Gutter Inlets(4'x 4') EA 2 $ 3,200.00 $ 6,400.00
Vally Gutter Inlet(5'x5') EA 2 $ 4,100.00 $ 8,200.00
Throat Inlets(Top) EA 2 $ 2,500.00 $ 5,000.00
Curb Inlet(Base) EA 2 $ 1,800.00 $ 3,600.00 a
c
0
Junction Box(5'x5') EA 1 $ 3,800.00 $ 3,800.00 8
L
al
Junction Box P-7(greater than 10') EA 0 $ 5,600.00 $ -
a
0
U
Junction Box J-7(less than 10') EA 0 $ 4,800.00 $ - itis
Junction Box J-7(greater than 10') EA 0 $ 6,600.00 $ - 0
N
Control Structure EA 0 $ 5,500.00 $ - 2
cn
Water Quality Structure EA 0 $ 6,500.00 $ - c
ii
Bubbler Grate w/Rip-Rap EA 0 $ 3,500.00 $ - in
co
Grate Inlets EA 0 $ 2,800.00 $ - N
0
U
Grate Inlet,Type"A" EA 0 $ 3,000.00 $ - 6
c
0
Grate Inlet,Type"B" EA 0 $ 3,200.00 $ -
O
Grate Inlet,(FDOT)Type"C" EA 2 $ 2,200.00 $ 4,400.00 c
E
Grate Inlet,(FDOT)Type"D" EA 0 $ 2,800.00 $ Y
:;"'t
12"Flared End Section EA 0 $ 250.00 $ -
15"Flared End Section EA 1 $ 350.00 $ 350.00
18"Flared End Section EA 0 $ 450.00 $ -
24"Flared End Section EA 0 $ 650.00 $ -
30"Flared End Section EA 1 $ 1,000.00 $ 1,000.00
Packet Pg. 759
16.A.17.c
ROBAU &ASSOCIATES
36"Flared End Section EA 0 $ 1,500.00 $ -
42"Flared End Section EA 0 $ 2,000.00 $ -
48"Flared End Section EA 0 $ 2,500.00 $ -
54"Flared End Section EA 0 $ 3,000.00 $ -
m
15"Mitered End Section EA 0 $ 1,500.00 $ -
O
18"Mitered End Section EA 0 $ 1,800.00 $ -
it
24"Mitered End Section EA 0 $ 2,400.00 $ - o
U
cC
30"Mitered End Section EA 0 $ 3,000.00 $ - Q
C
a
36"Mitered End Section EA 0 $ 3,600.00 $ - y
42"Mitered End Section EA 0 $ 4,200.00 $ - cn
It
C_
48"Mitered End Section EA 0 $ 4,800.00 $ -
0o
54"Mitered Section EA 0 $ 5,400.00 $ -
r
N
Yard Drain EA 0 $ 1,200.00 $ - 0
O
0
Storm Drainage Subtotal $ 68,952.00 •E-
0.
0
C
0
E
s
U
R
i.+
Packet Pg. 760
16.A.17.c
fi
ROBAU & ASSO IA€ES
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-CORAL HARBOR PHASE I
Estimated By:KAM
Checked By:MWD
PAVING c
O
DESCRIPTION UNIT QUANTITY UNIT TOTAL o
COST .Q
as
I
lis
12"Concrete Ribbon Curb LF 0 $ 24.00 $ -
0
U
2'Valley Gutter LF 1298 $ 8.50 $ 11,033.00 Q
c
o_
Type"A"Curb&Gutter LF 0 $ 12.50 $ - N
:a
.Q
Type"E"Curb&Gutter LF 0 $ 12.50 $ - o
N
c
Type"F"Curb&Gutter LF 448 $ 10.00 $ 4,480.00 ii
in
w
Type"D"Curb LF 0 $ 8.50 $ - 01
ii
3/4"Type S-111 Asphalt(2nd Lift) SY 2033 $ 4.10 $ 8,335.30 0
0
3/4"Type S-111 Asphalt(1st Lift) SY 2033 $ 3.80 $ 7,725.40 c
0
Q
12"Stabilized Subgrade(LBR 40) SY 5432 $ 1.40 $ 7,604.80 O
ij
c
8"Limerock Base(LBR 100) SY 0 $ 5.35 $ -
c.)
as
6"Limerock Base(LBR 100) SY 3861 $ 4.50 $ 17,374.50
4"Limerock Base(LBR 100) SY 0 $ 4.00 $ -
Signage&Pavement Marking LS 1 $ 3,200.00 $ 3,200.00
Fine Grading(This Could Be Priced By SY Also) DA 0 $ 1,000.00 $ -
4'Sod Strip Between Curb&Sidewalk SY 609 $ 1.50 $ 913.50
Packet Pg. 761
16.A.17.c
} ` ROBAU &ASSOCIATES
ADA Ramps&Detectable Warnings SF 40 $ 24.00 $ 960.00
6'Wide Sidewalk(4"Thick Concrete) LS 0 $ 14.25 $ -
5'Wide Sidewalk(4"Thick Concrete) LF 1834 $ 12.25 $ 22,466.50
2"Sand Cushion SY 0 $ 0.54 $ -
Paving Subtotal $84,093.00
c
O
0
0
T�
i
O
U
Ca
0
c
0
N
0
Cz
c
ii
co
rn
N
0
U
4-
O
C
0
s
0.
0
c
d)
E
U
R
Packet Pg. 762
16.A.17.c
ROBAU & ASSOCIATES
PRELIMINARY OPINION OF PROBABLE COST
NAPLES RESERVE-CORAL HARBOR PHASE I
Estimated By:KAM
Checked By:MWD
m
LANDSCAPING
O
DESCRIPTION UNIT QUANTITY UNIT TOTAL
COST
m
2
is
0
Lighting-Refer to OPC by Trebilcock Solutions LS 1 $ 9,000.00 $ 9,000.00 0
Landscaping and Irrigation* LS 1 $ 160,000.00 $ 160,000.00
.N
Landscape and Lighting Subtotal $169,000.00
U)
*Estimate provided by McGee &Associates for East buffer code minimum plans,Sod, and irrigation. Irrigation
includes all components to irrigate east buffer and Phase I lots from existing main.
00
rn
N
0
U
46
c
0
C
E.
0
c
a>
E
U
f6
Q
Packet Pg. 763
16.A.17.c
0 0
o 0
o 0
o 0
0 0
To of of
Y
0
r
vF 1/1-
0
F0
CU o
u o
O.• CO 0
C
c 0
D
i
O
.O
L.
T ea
f4
L
0
Y 0
n• N
Q
C
O
Ca zH to
• t >
1�: O a �a
vtl U t 0
LL 77,
111V 0C4 M
111.7.= wo c
4-!) Z �L
_ f0
d _ on
Ofa
L. QT JaLLT-
LLYJv R
L0Q]Q).:I U
Y0
-LI: c
Q N
F-- v c
a+ c O
O N E
T 03 L
u- III 0
c O ,.
O Y yr
U
I
a
C
O
-O
c
m
N
Y
J V1 .5
F H c
O O t- Z V
7-1
Packet Pg. 764