HomeMy WebLinkAbout2005 10 04 - Resolution R-05-37 Final PlatFA
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SIEBAST_"
HOME OF PELICAN IRAND
CITY OF SEBASTIAN
AGENDA TRANSMITTAL
Subject: Resolution R-05-37 Final Plat for
Agenda No. 05 -.032 -
Ashbury Subdivision
Department Origin: Growth Manallemente
Purchasing/Contracting:
Ap rov r Submittal by: City Manager
Finance Director:
City Attorney: r
City Clerk:
in er
Date Submitted: October 4, 2005
For Agenda of: October 12, 2005
Exhibits: Resolution R-05-37, Application, Revised Construction Cost Estimate for Bond, Amended
Declaration of Covenants and Restrictions, Final Plat (from agenda packet of 9-14-05)
EXPENDITURE REQUIRED:
AMOUNT BUDGETED:
APPROPRIATION
None
REQUIRED:
SUMMARY
Clark Development Company has filed an application for final plat for the 56.25 acre, single-family
residential Ashbury Subdivision. The private, deed -restricted subdivision includes a total of 195
single-family units thus creating a density of 3.47 units/acre, and is accessed from an entrance off CR
512 westbound near Orange Heights.
Staff has verified that the final plat is in accordance with the preliminary plat approved by Resolution
R-04-42 on October 27, 2004. The City Attorney has reviewed the plat dedications. The
subdivision's bylaws, covenants, and restrictions address a non -monotonous color and building
scheme for the residences. Additionally, all engineering, and surveying details have been satisfied in
accordance with Florida Statutes.
As allowed by the City's land development regulations, the developer has posted a bond in the
amount of 110% of anticipated construction completion costs so as to permit final platting prior to
completion of infrastructure and site development requirements. The City Engineer has reviewed and
accepted the estimated remaining costs, and the City Attorney has reviewed and approved the
performance bonds. The City has required a separate performance bond for the construction of the
sidewalks, which must be completed within two years. Currently sidewalks are constructed lot by lot
as each individual building permit is issued. The sidewalk bond will provide for a complete system
regardless of remaining vacant lots after a reasonable period of time of new home construction.
The developer has agreed to pay for a "fair -share" of the construction costs for the undeveloped
remaining portion of Powerline Road. A developer's agreement in that regard was approved by the
City Council on September 14, 2005.
Council Member Andrea Coy identified several items of concern at the City Council meeting of
September 14, 2005. The developer has met with City staff on several occasions since that meeting
to resolve those issues.
Council Member Coy was concerned that landscaping was not included as a line item in the
engineer's estimate of construction costs. The engineer has revised the cost estimate to include the
required landscaping. As a month has passed since the original estimation, and with the continuation
of construction during that time, the original bond amount still more than covers the revised
construction costs.
As noted in the proposed Declaration of Covenants and Restrictions, the developer had proposed that
the owners of Lots 82 through 87 would be responsible for planting the landscape buffer to be
located in the 25 -foot conservation easement on each lot. However, this would not provide the
required 90% opaque buffer until such time as those lots are developed. As a fundamental
requirement of the PUD to provide the buffer, this is unacceptable. Therefore, the developer has
removed Section 7.20) from the Declaration, and acknowledges that the landscaping must be in
place before the subdivision can be considered complete.
The approved construction plan references a one -foot berm running parallel to and approximately 25
feet west of the eastern subdivision property line (in the location of the silt fence). The developer
and City agree that the purpose of this berm is to direct drainage from the perimeter of their
subdivision west toward the interior of their subdivision.
The landscape plan for the 25 -foot buffer area as shown on the approved construction plan states,
"Preserve all native vegetation (area is dense with pines, oaks, palmettos). Plant additional native
vegetation where needed to maintain 6 foot opaque feature -plant wax myrtles, palmettos, pines,
oaks, etc. " The developer proposed changing the plan to provide a 3 -foot earth berm 12 1/2 feet
from the property line (along the middle of the 25 -foot conservation easement). This would provide
for 3 feet of the required 6 -foot opaque feature, with the remainder to be provided by landscaping.
This proposed amendment to the approved construction plan has now been withdrawn. The
developer agrees to provide the required landscaping as approved on the construction plan, with no
earth berm feature.
Staff believes that all areas of concern have now been addressed.
RECOMMENDED ACTION
Approve Resolution R-05-37 to accept the final plat for Ashbury Subdivision.
Permit Application No.
SEN City of Sebastian
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HOME OF PELICAN ISLAND v %_ V %_ ■ v r ■ .. v .. - - - - - — -- -- - -
Applicant tf not owner, written authorization notarized from owner is required)
Name: I ;
,
�AI �JZV- 5;L�l I�
Address- t
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S .i E l� �- Nle[ V"v-ne, FL 32 9 C)Lr{
Phone Number: (311 ) 123 - 9$g�
FAX Number:
E -Mail:
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Owner If different from applicant) int f 1.5 " R -f O t'j d E (Z --
Name:
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Address:
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Phone Number: (
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E -Mail:
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rTitle of permit or action requested:
PLEASE COMPLETE ONLY THOSE SECTIONS WHICH ARE NECESSARY FOR THE PERMIT OR ACTION THAT YOU ARE REQUESTING.
COPIES OF ALL MAPS, SURVEYS, DRAWINGS, ETC. SHALL BE ATTACHED AND 8-1/2" BY 11" COPIES OF ANY ATTACHMENTS
SHALL BE INCLUDED. ATTACH THE APPROPRIATE SUPPLEMETAL INFORMATION FORM.
A. Project Name (if applicable): �l)
B. Site Information
Address:
KID C
i ng.
,r
Lot: Block:
t„1 Unit:
Subdivision:
Indian River County Parcel 000co • 5000. OQ-. ( , 01 15• v
Zoning Classification:
Future Land Use:
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Existing Use:
Proposed Use: CII C(e hE'r, S)\)c LA r) ?.rrf.-
11 ay.)C
Cil -,j IVsIJJXI`s iji. FSiCI(.Y\�CA�
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C. Detailed description of proposed activity and purpose of the requested permit or action (attach
extra sheets if necessary)' -
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DATE RECEIVED: �/ a S— FEE PAID: $ 5�•� RECEIV
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2005
Na °
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Permit Application No.
D. Project Personnel:
Agent:
Name:
(? R �-2bdda,6,
LUC '
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Address
l V� jndi EW(J.,
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Phone Number: (ZZZ) 1-10 - c1'IeZZ.
FAX Number:
(-17Z ) -no - cLi (p
E -Mail: S1cse b„D �� . n
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Attorney:
.Name:
Address
Phone Number: ( ) -
FAX Number:
E -Mail:
Engineer:
Name: Sf lCS
Address
Phone Number: ( ) -
FAX Number:
E -Mail:
Surveyor:
Name:
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Address-
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6 1 � i OL V) n./� C &\) J�'
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Phone Number.
FAX Number:
('7-1Z, ) 79L[ - 1,0q (,p
E -Mail:
I, 5 1 t A , BEING FIRST DULY SWORN, DEPOSE AND SAY THAT: _ I AM THE OWNER V I
AM THE LEGAL ESI ATIVE OF THE OWNER OF THE PROPERTY DESCRIBED WHICH IS THE SUBJECT MATTER OF THIS
APPLICATIO , AND 4T ALL THE INFORMATION, MAPS, DATA AND/OR SKETCHES PROVIDED IN THIS APPLICATION ARE
ACCURAT AND TRU O HE BEST OF MY KNOWLEDGE AND BELIEF. I /?,-, /0 12'
SIG ATURE DATE
SARN TO D UBSCRIBED BEFORE ME BY
WHO IS LY KNO� N�J� OR PRODUCED
AS IDENTIFI ION, THIS ' 7 DAY OF ) y �, 20 0 �. 1
�{
NOTARY'S SIGNATURE � o Y?uBG, William 1�Ti36:}��.'
��I Commission.# DD401889
vy
PRINTED NAME OF NOTARY l Mkry) Sto d a ✓ z °;oQ, Expires: Apr 12, 2909
COMMISSION N0./EXPIRATION �9 OFF,O� Bonded[Thr .
SEAL: Atlantic Bon ft C�o,F Lt
Permit Application No.
The following is required for all comprehensive plan amendments, zoning amendments
(including rezoning), site plans, conditional use permits, special use permits, variances,
exceptions, and appeals.
I/— THE OWNER(S) THE LEGAL REPRESENTATIVE OF THE OWNER(S) OF THE PROPERTY DESCRIBED WHICH IS
THE SUBJECT OF THIS APPLICATION, HEREBY AUTHORIZE EACH AND EVERY MEMBER OF THE
BOARD/COMMISSION OF THE CITY OF SEBASTIAN TO PHYSICALLY ENTER UPON THE PROPERTY AND VIEW THE PROPERTY IN
CONNECTION WITH MY/OUR PENDING APPLICATION.
IE HEREBY WAIVE ANY OBJECTION OR DEFENSE I/WE MAY HAVE, DUE TO THE QUASI-JUDICIAL NATURE OF THE
PR CEEDINGS, RESULTING FROM ANY BOARD/COMMISSION MEMBER ENTERING OR VIEWING THE PROPERTY, INCLUDING ANY
CLAIM OR ASSERTION THAT MY/OU PROCEDURAL OR SUBSTANTIVE DUE PROCESS RIGHTS UNDER THE FLORIDA
CONSTITUTION OR THE UNITED STACONSTITUTION WERE VIOLATED BY SUCH ENTERING OR VIEWING.
THIS WAIVE�A'6JD CON ENT IS ING SIGNED BY ME/US VOLUNTARILY AND NOT ASA RESULT OF ANY COERCION APPLIED, OR
PROMISE$-IGIADE, BY A EMP OYEE, AGENT, CONTRACTOR OR OFFICIAL OF THCIT'12
F SEBASTIAN.
% �7
SIG ATURE/11y
16 5C� k /(ccs P, DATE
Swo n to andribed before me by 'In
who is er'sonnown to me or produced
as idenffic on, Is ay of 7 � 20
Notary's Signature
Printed Name of Notary mi ' cL m $ co'
Commission No./Expiration
Seal:
William Stoddar,
Commission #DD401889
Expires: Apr 12, 2009
.a.
Bonded Thru
'""' ` Atlantic Bonding Co., Inc.
Permit Application No.
M
SES "Supplemental Information
Final Plat Approval
HOME OF PELICAN ISLAND
_ 1. The following information is required on all final plats:
a. Name of subdivision.
d�. Title Block.
__L -C• Legal Description.
t,"d. Index Sheet.
t,`e. The final plat shall comply with Chapter 177, Florida Statutes, and shall
show all lengths of arcs together with central angles, radii, and points of
curvature.
K
f. Scale.
. North arrow on every sheet. Bearing or azimuth reference shall be clearly
stated on the face or first page of the plat.
�h. The point of beginning shall be boldly shown.
. All intersecting street right-of-ways shall be joined by the long cord of
minimum radius of twenty-five feet and all dimensions shown.
J. All adjoining property shall be identified by a subdivision title, plat book
and page or, if unplatted, the land shall be so designated.
�k. If the proposed plat borders upon any public water bodies, delineate the
mean high water line.
Permanent reference markers shall be shown.
_,gym. In the upper right hand corner, provide a three-inch by five -inch space to
be used by the Clerk of the Circuit Court for recording information.
Win. The plat shall be accurate within 0.01 foot and shall be tied accurately to
all township, range, and section lines.
V/o. On the cover sheet or first page show a vicinity sketch.
. Lots and blocks shall be numbered or lettered.
The plat shall contain the name of each street shown.
All right-of-way and easement widths and dimensions shall be shown on
the plat.
Permit Application No.
2. Attached the following:
✓. Six copies of the final plat. (Two sets must be sealed.)
tJ/ (4 b. Three sealed sets of as -built plans. P")(( 5�c(„k, f j/� s �u� �•� s.�
�bLdl p,� G+'SWL1C�tu>.
JOSEPH W. SCHULKE, P.E.
10DAH B. BITTLE, P.E.
WILLIAM P. STODDARD, Ph.D., P.E.
SCHULKE, BITTLE & STODDARD, L.L.C.
CIVIL & STRUCTURAL ENGINEERING • LAND PLANNING • ENVIRONMENTAL PERMITTING
September 26, 2005
Tracy Hass
City of Sebastian
1225 Main Street
Sebastian, FL 32958
Re: Final Plat Revised Cost Estimate
Ashbury Subdivision
Dear Tracy,
Attached is the revised cost estimate adding an item for landscaping.
If you have any questions, please feel free to call me.
Sincerely,
Z�41-�
William B. Eubank, Jr.
71
Cc: Rob Robb,
1717 INDIAN RIVER BLVD., SUITE 301, VERO BEACH, FLORIDA 32960
TEL 772 / 770-9622 Fax 772 / 770-9496 EMAIL sbseng@bellsouth.net
Cost Estimate for
Ashbury Subdivision
CONSTRUCTION COST ESTIMATE ASHBURY SUBDIVISION FOR BOND 9/26/2005
Items
UNIT
QUANTITY
UNIT PRICE I
TOTAL
lCOMPLETE
AMOUNT
REMAINING
Sanitary Sewer
8"PVC CUT 0-6
LF
1538
$
13.00
$ 19,994.00
95%
$ 18,994.30
$
999.70
8"PVC CUT6-8
LF
2448
$
16.00
$ 39,168.00
95%
$ 37,209.60
$
1,958.40
8"PVC CUT 8-10
LF
1,248
$
19.00
$ 23,712.00
95%
$ 22,526.40
$
1,185.60
8"PVC CUT 10-12
LF
680
$
22.00
$ 14,960.00
95%
$ 14,212.00
$
748.00
8"PVC CUT 12-14
LF
834
$
25.00
$ 20,850.00
95%
$ 19,807.50
$
1,042.50
8"PVC CUT 14-16
LF
217
$
28.00
$ 6,076.00
95%
$ 5,772.20
$
303.80
8"PVC CUT 6-8 DHP
LF
84
$
35.00
$ 2,940.00
95%
$ 2,793.00
$
147.00
MH CUT 0-6
EA
14
$
1,775.00
$ 24,850.00
95%
$ 23,607.50
$
1,242.50
MH CUT 6-8
EA
6
$
2,100.00
$ 12,600.00
95%
$ 11,970.00
$
630.00
MH CUT 8-10
EA
2
$
2,400.00
$ 4,800.00
95%
$ 4,560.00
$
240.00
MH CUT 10-12
EA
7
$
2,700.00
$ 18,900.00
95%
$ 17,955.00
$
945.00
MH CUT 12-14
EA
2
$
3,000.00
$ 6,000.00
95%
$ 5,700.00
$
300.00
MH CUT 14-16
EA
3
$
3,300.00
$ 9,900.00
95%
$ 9,405.00
$
495.00
DROP MH
EA
5
$
3,500.00
$ 17,500.00
95%
$ 16,625.00
$
875.00
SINGLE SERVICES
EA
23
$
650.00
$ 14,950.00
95%
$ 14,202.50
$
747.50
DBL DERVICES
EA
88
$
760.00
$ 66,880.00
95%
$ 63,536.00
$
3,344.00
TV TEST
EA
1
$
7,500.00
$ 7,500.00
95%
$ 7,125.00
$
375.00
4"PVC
LF
1780
$
8.25
$ 14,685.00
95%
$ 13,950.75
$
734.25
4"80 BEND
EA
2
$
275.00
$ 550.00
95%
$ 522.50
$
27.50
4"45 BEND
EA
2
$
275.00
$ 550.00
95%
$ 522.50
$
27.50
4"GV
EA
5
$
500.00
$ 2,500.00
95%
$ 2,375.00
$
125.00
4'BORE
LF
166
$
55.00
$ 9,130.00
95%
$ 8,673.50
$
456.50
CONNECT TO EXISTING FM
EA
1
$
3,800.00
$ 3,800.00
95%
$ 3,610.00
$
190.00
LIFT STATION
LS
1
$
104,650.00
$ 104,650.00
95%
$ 99,417.50
$
5,232.50
WATER SERVICE
EA
1
$
750.00
$ 750.00
0%
$ -
$
750.00
Subtotal
$ 448,195.00
$425,072.75
$
23,122.25
Water
8"PVC PIPE
LF
1310
$
15.50
$ 20,305.00
95%
$ 19,289.75
$
1,015.25
6"PVC PIPE
LF
6972
$
11.05
$ 77,040.60
95%
$ 73,188.57
$
3,852.03
8"DHP PIPE
LF
45
$
31.00
$ 1,395.00
95%
$ 1,325.25
$
69.75
6"GV
EA
16
$
900.00
$ 14,400.00
95%
$ 13,680.00
$
720.00
8"GV
EA
4
$
1,190.00
$ 4,760.00
95%
$ 4,522.00
$
238.00
8"X6" TEE
EA
2
$
475.00
$ 950.00
95%
$ 902.50
$
47.50
6"45 BENDS
EA
14
$
285.00
$ 3,990.00
95%
$ 3,790.50
$
199.50
6"22.5 BENDS
EA
4
$
275.00
$ 1,100.00
95%
$ 1,045.00
$
55.00
6"PLUG
EA
1
$
250.00
$ 250.00
95%
$ 237.50
$
12.50
8"X6"RED
EA
5
$
450.00
$ 2,250.00
95%
$ 2,137.50
$
112.50
8"45 BENDS
EA
4
$
250.00
$ 1,000.00
95%
$ 950.00
$
50.00
6"X8"TEE
EA
1
$
675.00
$ 675.00
95%
$ 641.25
$
33.75
6"X8"CROSS
EA
1
$
675.00
$ 675.00
95%
$ 641.25
$
33.75
6"X6" TEE
EA
7
$
350.00
$ 2,450.00
95%
$ 2,327.50
$
122.50
FIRE HYDRANT ASSM
EA
9
$
3,500.00
$ 31,500.00
95%
$ 29,925.00
$
1,575.00
2'BLOW OFF
EA
1
$
475.00
$ 475.00
95%
$ 451.25
$
23.75
DBLE SERVICES
EA
95
$
850.00
$ 80,750.00
95%
$ 76,712.50
$
4,037.50
TEMP JUMPER
EA
1
$
1,600.00
$ 1,600.00
95%
$ 1,520.00
$
80.00
BACT'S
EA
20
$
300.00
$ 6,000.00
95%
$ 5,700.00
$
300.00
SAMPLE PTS
EA
10
$
275.00
$ 2,750.00
95%
$ 2,612.50
1 $
137.50
CONNECT TO EXISTING
EA
1
$
3,800.00
$ 3,800.00
95%
$ 3,610.00
$
190.00
BORE 8"
LF
122
$
85.00
$ 10,370.00
95%
$ 9,851.50
$
518.50
SINGLE SERVICES
EA
6
$
$ 4,500.00
95%
$ 4,275.00
$
225.00
E750.00
Subtal
$ 272,985.60
$259,336.32
$
13,649.28
Cost Estimate for
Ashbury Subdivision
Storm Sewer
15"HDPE
LF
1145
$
18.60
$
21,297.00
95%
$ 20,232.15
$
1,064.85
18" HOPE
.LF
1,287
$
22.00
$
28,314.00
95%
$ 26,898.30
$
1,415.70
24" HDPE
LF
924
$
27.60
$
25,502.40
95%
$ 24,227.28
$
1,275.12
30" HDPE
LF
659
$
33.50
$
22,076.50
95%
$ 20,972.68
$
1,103.83
36"HDPE
LF
383
$
39.50
$
15,128.50
95%
$ 14,372.08
$
756.43
15"HDPE PLUGS
EA
2
$
1,100.00
$
2,200.00
95%
$ 2,090.00
$
110.00
15BCCMP
LF
210
$
28.00
$
5,880.00
95%
$ 5,586.00
$
294.00
18" BCCMP
LF
40
$
33.00
$
1,320.00
95%
$ 1,254.00
$
66.00
24"BCCMP
LF
60
$
37.00
$
2,220.00
95%
$ 2,109.00
$
111.00
30" BCCMP
LF
40
$
62.00
$
2,480.00
95%
$ 2,356.00
$
124.00
15"MES
EA
1
$
675.00
$
675.00
95%
$ 641.25
$
33.75
18"MES
EA
1
$
875.00
$
875.00
95%
$ 831.25
$
43.75
30"MES
EA
1
$
1,575.00
$
1,575.00
95%
$ 1,496.25
$
78.75
34"X38" MES
EA
1
$
1,900.00
$
1,900.00
95%
$ 1,805.00
$
95.00
24"X38"ERCP
LF
60
$
80.00
$
4,800.00
95%
$ 4,560.00
$
240.00
18"RCP
LF
88
$
34.00
$
2,992.00
95%
$ 2,842.40
$
149.60
36"RCP
LF
10
$
100.00
$
1,000.00
95%
$ 950.00
$
50.00
TYPE C INLET
EA
2
$
1,200.00
$
2,400.00
95%
$ 2,280.00
$
120.00
TYPE D INLETS CS
EA
1
$
1,500.00
$
1,500.00
95%
$ 1,425.00
$
75.00
TYPE C INLET CS
EA
1
$
1,400.00
$
1,400.00
95%
$ 1,330.00
$
70.00
CURB INLETS
EA
1
$
1,500.00
$
1,500.00
95%
$ 1,425.00
$
75.00
MIAMI INLETS SINGLE
EA
1
$
1,900.00
$
1,900.00
95%
$ 1,805.00
$
95.00
MIAMI INLETS DBL GRATE
EA
19
$
2,100.00
$
39,900.00
95%
$ 37,905.00
$
1,995.00
MIAMI INLETS DBLE GRATE
EA
12
$
2,100.00
$
25,200.00
95%
$ 23,940.00
$
1,260.00
STORM INLETS
EA
6
$
2,500.00
$
15,000.00
95%
$ 14,250.00
$
750.00
36" BCCMP
LF
80
$
59.00
$
4,720.00
95%
$ 4,484.00
$
236.00
Subtotal
$
233,755.40
$222,067.63
$
11,687.77
Cost Estimate for
Ashbury Subdivision
On Site
Mobilization
LS
1
$ 6,500.00
$ 6,500.00
50%
$ 3,250.00
$ 3,250.00
Silt Fence
LF
6,000
$ 1.00
$ 6,000.00
90%
$ 5,400.00
$ 600.00
Haybailes
EA
150
$ 10.00
$ 1,500.00
75%
$ 1,125.00
$ 375.00
Perimeter Berm Clearing Buff
LF
6,175
$1.00
$6,175.00
95%
$ 5,866.25
$ 308.75
Selective Clear
LS
1
$ 6,500.00
$ 6,500.00
0%
$ -
$ 6,500.00
Clear & Grub & Grind
AC
20
$ 3,200.00
$ 64,000.00
75%
$ 48,000.00
$ 16,000.00
Pond Excavation
CY
101,750.00
$ 1.50
$ 152,625.00
75%
$114,468.75
$ 38,156.25
Earth Work
CY
9,000.00
$ 5.75
$ 51,750.00
20%
$ 10,350.00
$ 41,400.00
Export Fill
CY
50,775
$ (0.80) $
(40,620.00)
0%
$ -
$ (40,620.00)
Asphalt 1"5-111
SY
17,548
$ 3.70
$ 64,927.60
0%
$
$ 64,92760
8"Rock Base
SY
17,548
$ 6.20
$ 108,797.60
0%
$
$ 108,797.60
8"Stabilized Subgrade
SY
22,185
$ 1.80
$ 39,933.00
0%
$
$ 39,933.00
3/4" Asphalt Type 5-111
SY
1,350
$ 2.80
$ 3,780.00
0%
$
$ 3,780.00
1 1/4" Type S -I 1
SY
1,350
$ 4.60
$ 6,210.00
0%
$
$ 6,210.00
8"rock Base
SY
1,350
$ 7.80
$ 10,530.00
0%
$
$ 10,530.00
12" Stabilized Subgrade
SY
1,530
$ 2.60
$ 3,978.00
0%
$
$ 3,978.00
Prime Coat
SY
18,698
$ 0.36
$ 6,731.28
0%
$
$ 6,731.28
F Curb
LF
993
$ 9.35
$ 9,284.55
0%
$
$ 9,284.55
D Curb
LF
640
$ 7.65
$ 4,896.00
0%
$
$ 4,896.00
Miami Curb
LF
14,190
$ 8.25
$ 117,067.50
21%
$ 25,000.00
$ 92,067.50
Ribbon Curb
LF
95
$ 8.00
$ 760.00
0%
$ -
$ 760.00
Seed & Mulch
AC
6
$ 1,350.00
$ 7,425.00
0%
$
$ 7,425.00
Sod Back of Curb 2"
SF
28,380
$ 0.15
$ 4,257.00
0%
$
$ 4,257.00
Sod Lakes Slopes
SF
64,500
$ 0.15
$ 9,675.00
0%
$
$ 9,675.00
2"x4" clay Trench
LF
1,150
$ 10.00
$ 11,500.00
0%
$
$ 11,500.00
Brick Pavers
SY
93
$ 65.00--$
6,045.00
0%
$
$ 6,045.00
Exotic Removal
LS
I
$ 8,600.00
$ 8,600.00
0%
$
$ 8,600.00
Wetland Consr Area Sign
EA
17
$ 190.00
$ 3,230.00
0%
$
$ 3,230.00
Street Name Sign
EA
10
$ 125.00
$ 1,250.00
0%
$
$ 1,250.00
R4-Ysign
EA
1
$ 250.00
$ 250.00
0%
$
$ 250.00
24" Stop Bar/ sign
Ea
8
$ 300.00
$ 2,400.00
0%
$
$ 2,400.00
Stripping
LS
1
$ 2,500.00
$ 2,500.00
0%
$
$ 2,500.00
HC Ramps
EA
10
$ 500.00
$ 5,000.00
0%
$
$ 5,000.00
DeWatering
LS
1
$ 1,000.00
$ 1,000.00
0%
$ -
$ 1,000.00
Erosin Control
LS
1
$ 3,500.00
$ 3,500.00
0%
$
$ 3,500.00
Conduits
EA
75
$ 120.00
$ 9,000.00
0%
$
$ 9,000.00
Signs & Stripping
LS
1
$ 4,900.00
$ 4,900.00
0%
$
$ 4,900.00
Subtotal
$ 685,182.53
$213,460.00
$ 487,363.78
Off Site
TLP Saw Cut
LF
440
$ 1.50
$ 660.00
0%
$
$ 660.00
TLP Earth Work
LS
1
$ 4,350.00
$ 4,350.00
0%
$
$ 4,350.00
1 "TYPE S-3 Asphalt
SY
628
$ 4.75
$ 2,983.00
0%
$
$ 2,983.00
1 1/2"TYPE S-1 Asphalt
SY
526
$ 5.76
$ 3,029.76
0%
$
$ 3,029.76
12"Base Rock
SY
567
$ 13.90
$ 7,881.30
0%
$
$ 7,881.30
Subbase
SY
567
$ 3.50
$ 1,984.50
0%
$
$ 1,984.50
PS 1 "TYPE S-3 Asphalt
SY
160
$ 4.75
$ 760.00
0%
$
$ 760.00
6"Base Rock
SY
160
$ 6.50
$ 1,040.00
0%
$
$ 1,040.00
8"Stabilized Subgrade
SY
160
$ 3.50
$ 560.00
0%
$
$ 560.00
4"Stabilized Shoulder
SY
160
$ 3.50
$ 560.00
0%
$
$ 560.00
8"Sidewalk
LF
65
$ 15.80
$ 1,027.00
0%
$
$ 1,027.00
Handicap Rams
EA
2
$ 500.00
$ 1,000.00
0%
$
$ 1,000.00
Sod
SF
20000
$ 0.15
$ 3,000.00
0%
$
$ 3,000.00
MOT
LS
1
$ 2,575.00
$ 2,575.00
0%
$
$ 2,575.00
PLR 11/2"TYPE S-1 Asphalt
SY
1580
$ 5.75
$ 9,085.00
0%
$
$ 9,085.00
PLR 8"Base Rock
SY
1550
$ 6.50
$ 10,075.00
0%
$
$ 10,075.00
PLR 8"Stabilized Subgrade
SY
2080
$ 2.25
$ 4,680.00
0%
$
$ 4,680.00
Prime Coat
SY
1550
$ 035
$ 542.50
0%
$
$ 542.50
F Curb
LF
1135
$ 9.35
$ 10,612.25
0%
$
$ 10,612.25
Earthwork
CY
1000
$ 9.75
$ 9,750.00
0%
$
$ 9,750.00
Sod
SF
11280
$ 0.15
$ 1,692.00
0%
$
$ 1,692.00
,Signs & Stripping
LS
1
$ 2,500.00
$ 2,500.00
0%
$
$ 21500.00
Subtotal
$ 80,347.31
$
$ 80,347.31
Cost Estimate for
Ashbury Subdivision
Landscaping
TOTAL
COMPLETE
REMAINING
Sanitary Sewer
$
448,195.00
Landscaping
LS 1
$
25,000.00
$
25,000.00
0% $ -
$
25,000.00
$
13,649.28
Storm Sewer
Subtotal
$
25,000.00
$ -
$
25,000.00
Professional
$
685,182.53
$
213,460.00
$
487,363.78
Off Site Improvements
Engineering
LS 1 $
25,000.00
$
25,000.00
75% $ 18,750.00
$
6,250.00
Layouts/ as-builts
LS 1 $
35,000.00
$
35,000.00
60% $ 21,000.00
$
14,000.00
$
SUBTOTAL $
60,000.00
$
60,000.00
$ 39,750.00
$
20,250.00
Date
Josep W. Schul�ke, A ._
Z 6
N6.47048
TOTAL
COMPLETE
REMAINING
Sanitary Sewer
$
448,195.00
$
425,072.75
$
23,122.25
Water
$
272,985.60
$
259,336.32
$
13,649.28
Storm Sewer
$
233,755.40
$
222,067.63
$11,687.77
Onsite work
$
685,182.53
$
213,460.00
$
487,363.78
Off Site Improvements
$
80,347.31
$
-
$
80,347.31
Landscaping
$
25,000.00
$
-
$
25,000.00
Professional
$
60,000.00
$
39,750.00
$
20,250.00
TOTAL 1 $ 1,805,465.84
1 $1,159,686.70
$
661,420.39
CONTINGENCY 10%
$66,142.04
TOTAL BOND
S
727,562.43
Date
Josep W. Schul�ke, A ._
Z 6
N6.47048
OCT 04 2005 15:19 FR CLARK COMPANIES 321 768 2009 TO 7723888248 P.09i17
comply with the Covenants. In order to enforce this provision, all Owners leasing or renting their Lots shall be
required to incorporate the following provision in their lease or rental agreements (substantially in the
following form):
The Leased Premises are a part of a Subdivision. All persons occupying property in Ashbury
Subdivision are required to observe the Covenants and Restrictions of Ashbury Community Association, Inc.
Copies of all Covenants and Restrictions are to be obtained from the Landlord.
In addition, all Owners leasing their Lots are required to provide the Association with a copy of the
lease and the names and addresses of the Landlord and the Tenant unless they are contained in the lease or
rental agreement.
Section 7.2. Con:strucdon Restrictions. Construction restrictions for Lots in Ashbury
Subdivision are imposed as follows:
(a) A minim um twenty X20) foot set back shall be required from the nearest part of the front
of a residence to the front lot line. A minimum seven and one half (7.5) foot setback shall be maintained
between the side walls of all structures and the side lot line. The minimum setback between the rear wall of a
residence and the rear Lot line shall be twenty (20) feet for all "interior" Lots and forty (40) feet for all
"perimeter" Lots; provided however, pools, patios and deck structures may encroach into the rear setback, but
shall not be nearer the rear Lc t line than five (5) feet for "interior" Lots and twenty (25) feet for `perimeter"
Lots. For purposes of this pay agraph an "interior" Lot shall mean a Lot having no boundary coincident with
the perimeter line of the Plat. A "perimeter" Lot shall mean a trot having at least one (1) boundary on the
perimeter line of the Plat:
(b) The minimum floor area for a dwelling shall be 1500 square feet. "Floor area" shall be
those areas serviced by air conditionipg and shall generally not include garages, patios, porches, etc.
(c) All utilities whatsoever shall be installed underground.
(d) All roofs shall have a pitch at a minimum of 5/12.
(e) Rooi'shingles shall be fiberglass 25 year dimensional shingles. However, a barrel tile
or metal roof may be constructed when approved by the Architectural Review Committee.
(f) Exte,dor materials of any Lot such as roofing, siding, brick, etc. as well as exterior
color schemes shall be submittod for approval to the Architectural Review Committee as provided in paragraph
7.6 hereof. Builders will be required to incorporate some pastel colors into their exterbr color scheme
(g) Adjacent homes shall not have the same architectural elevation and shall not have the
same base color or color scherle.
(h) All is indscaping on Common Property and the real property comprising a Lot shall
meet minimum City of Sebastian standards and requirements All vegetation on Common Property or real
property comprising a Lot must be Wy irrigated and sodded with St. Augustine grass which, for lakefront
lots, must extend to the waters edge.
(i) A tree location survey shall be included with the submittal to the Architectural Review
Committee. The plan shall show trees being saved and trees being removed. Trees not in conflict with
improvements will be saved if possible. Homeowners are strongly encouraged to preserve existing vegetation
on their lot to promote a natural appearance and mature look to the community. No tree shall be removed
without the written approval Of the Architectural Review Committee.
N oT
S� G -t �• o n 7• Z
has bz-� � de�e.ter,L.g
( S t r- 0. 4A c. Lv\-e d")
(e) Roof shingles shall be fiberglass 25 year dimensional shingles. However, a barrel tile
or metal roof may be constructed when approved by the Architectural Review Committee.
(f) Exterior materials of any Lot such as roofing, siding, brick, etc. as well as exterior
color schemes shall be submitted for approval to the Architectural Review Committee as provided in paragraph
7.6 hereof, Builders will be required to incorporate some pastel colors into their exterior color scheme
(g) Adjacent homes shall not have the same architectural elevation and shall not have the
same base color or color scheme.
(h) All landscaping on Common Property and the real property comprising a Lot shall
meet minimum City of Sebastian standards and requirements. All vegetation on Common Property or real
property comprising a Lot must be fully irrigated and sodded with St. Augustine grass which, for lakefront lots,
must extend to the waters edge.
(i) A tree location survey shall be included with the submittal to the Architectural Review
Committee. The plan shall show trees being saved and trees being removed. Trees not in conflict with
improvements will be saved if possible. Homeowners are strongly encouraged to preserve existing vegetation
on their lot to promote a natural appearance and mature look to the community. No tree shall be removed
without the written approval of the Architectural Review Committee.
0) Each of Lots 82 through 87 as depicted on the Plat shall be landscaped by the Owner
of each Lot to include two (2) live oak trees and fifteen (15) muraleaf viburnum on the perimeter berm and
which shall be fully sodded and irrigated.. (h&5 b e e-&-% J c. v.--. a a c ot)
Section 7.3: Maintenance of Residences and Lots.
(a) All Lots, residences and improvements on the Lots, including sod to the edge of the
pavement, shall be maintained by the Owner, in a neat and attractive condition. All landscaping of Common
Property will be maintained by the Association.
(b) In the event of damage or destruction by fire or other casualty to the residence, or
improvements on any Lot, the Owner shall, upon receipt of the insurance proceeds, repair or rebuild such
damaged or destroyed residence or improvements in a good workmanlike manner in strict compliance with the
original plans and specifications and building layout of said improvements as constructed by the Developer
within a reasonable time not to exceed one (1) year and in accordance with the provisions of these Covenants.
All debris must be removed and the Lot restored to a sightly condition within sixty (60) days of such damage or
destruction.
Section 7.4: Miscellaneous Use Restrictions.
(a) Fences, walls, hedges or mass planting of any type shall not exceed a height of six (6)
feet above the finished graded surface of the grounds upon which it is located and shall not be constructed,
planted, placed or maintained upon any Lot without the written consent and approval of the Architectural
Review Committee. No hedge or mass planting of any type exceeding three (3) feet above the finished graded
surface of the ground upon which it is located shall be constructed, planted, placed or maintained between the
street and the front setback line of any Lot. No fences or walls of any type shall be built further forward on a
Lot than ten (10) feet behind the front building line of any residence, and shall not exceed six (6) feet in height,