APPLICATION
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600 Sandtree Drive, Suite 301. Lake Park, Florida 33403
Phone (305) 627-2226
June 19, 1987
Mr. Tom Clark, City Engineer
City of Boynton Beach
P.O. Box 310
BOYnton Beach, FL 33425
RE: Congress AVe. widening from S.W. 30th
Ave. to Boynton Beach Blvd.
Dear Mr. Clark:
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Enclosed please find 2 sets of plans and calculations for the
Congress Avenue outfalls -into the lake between Golf Rd. and
Woolbright, Rd. owned by costain Florida, Inc. Per our telephone
conye~sation, we have retained the first 1/2 inch of rainfall in the
exfiltration trench and have a baffled structure prior to
out-falling in the lake for water quality. .
Your earliest review and approval would be appreciated. If there
are any questions please do not hesitate ,in calling us.
V/i/;Y ~rs.
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Herb L. Fleischman
Vice presidentt
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Enclosure,
cc: John Carroll, Palm Beach county
Don Knapp, Palm Beach Cdpnty
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Mr. Tom Clark, City Engineer
City of Boynton Beach
P.O. Box 310
120 N.E. 2nd Avenue
Boynton Beach, FL 33435
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RE: Quail Run-Final Plat Submission
S.l. Job #86-74
HAND DELIVER
Dear Mr. Clark:
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Attached are all items required for final plat. Please
make sure we are scheduled for the July 7, 1987 city Counsel
Agenda.
1. Six 'sets of construction plan
2. A check for $250.00
3. Six sets of the plat
4. A copy of the condominium documents
5. Six copies of our responses to the preliminary plat
comments ~ ~
6. Two copies of the cost estimate ~ ~~ (.; 10
The bonds will as the cost estimate
is approved. It is out understand. g, from our meetings,
that the fees for inspections wer paid previously and never
used: and therefore, are not ,required now.
Please remember, the city council and the city manager
have directed this to be ready for the July 7 City Council
Meeting. Your cooperation is greatly appreciated. Should'
you have any questions, please call.
.
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Sincerely,
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Donald C. Palmer, E.I.
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Attachments
cc: Don Cuozzo
Peter L. Cheney City Manager
Nick Cassandra - Mayor
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ENGWEERS - PUVtWERS - SlIiVCYORS 1201 BEl~ AOAD - WEST ffilM BEACH. FlOAlDA 33415 305/65> 1151
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Coscan Florida. Inc
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JUN ;) 188'1
PLANNldG L1t"-,,
Ms. Mary Ann Morris
Engineering Technician
Lake Worth Drainage District
13081 Military Trail
De1ray Beach, Florida 33445
Re: Congress Avenue Improvements
(Between Woolbright Road & Golf Road)
Dear Ms. Morris:
Suite 400 East Building
1900 Corporate Boulevard N,W.
Boca Raton. Florida 33431
(305) 944-1433
June 5, 1987
Coscan Florida, Inc. has been requested by Mr. Herbert L.
Fleischman of Timothy J. Messler, Inc. to provide authoriza-
tion to Palm Beach County to drain surface water into a
drainage system within a project known as Quail Run (F.K.A.
Quail Lake West).
As owner/developer of the project known as Quail Run, we
hereby grant said authorization to Palm Beach County or
its agents.
have any questions, please do not hesitate to contact
of Planning & Development
DJC:pr
cc: Jay Foy, Sha110way Inc.
Carmen Annunziato, City of Boynton Beach
Boca: (305) 994-1433 . Dade: (305) 935-1292. Broward: (305) 427-3204 . N. Palm Beach: (305) 736-8118
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RECEIVED
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MAY 27 1981
PLANNING DEPT.
May 26, 1987
Mr. Tom Clark
City Engineer
City of Boynton Beach
P.O. Box 310
Boynton Beach, Florida 33435
Re: Quail Run
Sha110way Inc. Job #86-74
Dear Mr. Clark:
We are hereby applying for preliminary plat approval
for the above referenced project. Therefore, I have
attached the following:
1. Six sets of the preliminary plat.
2. One set of landscaping plans.
3. Two copies of the cost estimate.
4. Two copies of South Florida Water Management
District calculations.
5. Two copies of our responses to comments.
6. Two sets of construction plans.
Should you have any questions or need additional
information, please call.
Sincerely,
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Donald C. Palmer, E.l.
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ENGINEERS . PLANNERS . SURVEYOAS 120 1 BEL~DERE ROAD - WEST PAWl BEACH, R.ORIDA 33415 305/655-1151
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April 27, 1987
Mr. Carmen Annunziato
Planning Director
City of Boynton Beach
P.O. Box 310
Boynton Beach, Fl 33435
Re: Quail Run
Dear Mr. Annunziato:
We are hereby applying for preliminary plat approval,
and construction approval not site plan approval. We are
applying to do the following work:
1. Improvements to Golf Road.
2. S.W. 26th Street from Golf Road to the lift station
3. Internal roads for Tracts 1 and 2 and Loop 1.
4. Gravity sewer from the lift station south, and 122 feet
north.
5. Force main from the lift station north to the connection
point on Woolbright.
6. 10" water line from connection point on Golf Road to
west property line.
7. 10" water line from Golf Road to connection point at
canal crossing on Wuolbright.
Specifically, we are applying to do the work detailed
on the attached construction plans.
Should you have any questions, please call.
Sincerely,
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Donald C. Palmer, E.l.
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Attachments
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April 27, 1987
QUAIL RUN
ENGINEER'S COST ESTIMATE
SUMMARY
l. Paving, grading & drainage on-site 186,217.66
2. Paving, grading & drainage Golf Road 26,511. 50
3. Water 169,215.00
4. Sewage 151,175.00
Sub-Total 533,119.16
15% Contingency 79,967.87
Total 613,087.Q3
PAVING, GRADING AND DRAINAGE
4-27-87
QUAIL RUN
ENGINEERS COST ESTIMATE
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Sod
Street sign
Stop sign
1 1/4" ACSC Type S-1
4" Shellrock base
8" Shellr':)ck base
12" Stabilized subgrade
12" Compacted subgrade
6" Stabilized shoulder
6'xl" ACSC Type II Bike Path
8'xl" ACSC Type II Bike Path
l' Cone. header curb
Guardrail
6" Cone. raised curb
Type "C" inlet
Type "E" inlet wi weir
15" RCP
18" RCP
24" RCP
18" CAP
24" CAP
Conc. Endwall wi 18" Dia.
Conc. Endwall wi 24" Dia.
4300
5
5
10320
1011
10767
11213
1011
2002
150
1138
182
220
540
18
1
654
130
348
96
370
2
2
SY
Ea.
Ea.
SY
SY
SY
SY
SY
SY
LF
LF
LF
LF
LF
Ea.
Ea.
LF
LF
LF
LF
LF
Ea.
Ea.
@ $
@ $
@ $
@ $
@ $
@ $
@ $
@ $
@ $
@ $
@ $
@ $
@ $
@ $
@ $
@ $
@ $
@ $
@ $
@ $
@ , $
@ $
@ $
1. 00
125.00
175.00
3.50
2.50
4.50
2,00
1.15
1. 50
2,00
2,50
6.00
10.00
6.00
700.00
1800.00
19.00
22.00
30.00
19.00
30.00
900.00
1100.00
SY
Ea.
Ea.
SY
SY
SY
SY
SY
SY
LF
LF
LF
LF
LF
Ea,
Ea.
LF
LF
LF
LF
LF
Ea.
Ea.-
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
4300.00
625,00
875,00
36120.00
2527.50
48451.50
22426,00
1162,65
3003.00
300.00
2845,00
1092.00
2200,00
3240.00
12600,00
1800.00
12426.00
2860,00
10440.00
1824.00
11100.00
1800.00
2200.00
$ 186217.6E
4-27-87
QUAIL RUN - GOLF ROAD
ENGINEERS COST ESTIMATE
PAVING, GRADING AND DRAINAGE
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Seed and mulch 4088 SY @ $ 0.75 SY $ 3066.00
1 " ACSC Type II 2453 SY @ $ 2.50 SY $ 6132.50
1 1/2" ACSC Type S-I 1047 SY @ $ 4.00 SY $ 4188.00
8" Shellrock base 1149 SY @ $ 4.50 SY $ 5170.50
12" Stabilized subgrade 1251 SY @ $ 2.00 SY $ 2502,00
6" Stabilized shoulder 1635 SY @ '" 1. 50 SY $ 2452.50
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Signing and Striping LUMP SUM $ 3000.00 $ 3000.00
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$ 26511,50
4-27-87
QUAIL RUN
ENGINEERS COST ESTIMATE
WATER
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6" D. I.P. 2900 LF @ $ 9,00 LF $ 26100.00
6" Bend 9 Ea. @ $ 150.00 Ea. $ 1350.00
6" 90 Degree El 4 Ea. @ $ 125.00 Ea. $ 500.00
6" Plug 3 Ea. @ $ 50.00 Ea. $ 150.00
6" Gate Valve and Box 11 Ea. @ $ 400.00 Ea. $ 4400.00
10" D. I.P. 4419 LF @ $ 15.00 LF $ 66285.00
10" Tee 1 Ea. @ $ 250.00 Ea. $ 250.00
10" Plug 1 Ea. @ $ 100.00 Ea. $ 100.00
10" Gate Valve and Box 8 Ea. @ $ 600.00 Ea. $ 4800,00
16" D. I.P. 1450 LF @ $ 23.00 LF $ 33350.00
16" Plug 1 Ea, @ $ 100.00 Ea. $ 100,00
16" Gate Valve and Box 3 Ea. @ $ 800.00 Ea. $ 2400.00
10 " x 6" Tee 10 Ea, @ $ 300,00 Ea. $ 3000.00
16" x 10" Tee 2 Ea. @ $ 600.00 Ea, $ 1200.00
16" x 6" Tee 1 Ea. @ $ 500.00 Ea. $ 500.00
Fire Hyd. Asmbly wi 6" G.V. 6 Ea. ' @ $ 1140.00 Ea. $ 6840.00
F.H. Asm. wi 6" G.V.& S.P. 1 Ea. @ $ 1150.00 Ea. $ 1150.00
Sample Tap 3 Ea. @ $ 200.00 Ea. $ 600.00
1" Service & Appurtences 70 LF @ $ 10.00 LF . $ 700.00
1 1/2" Service & Appurtences 480 LF @ $ 12.00 LF $ 5760.00
2" Service & Appurtences 605 LF @ $ 16.00 LF $ 9680.00
$ 169215.00
4-27-87
QUAIL RUN
ENGINEERS COST ESTIMATE
SEWERAGE
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8" VCP 0-6" CUT 900 LF @ $ 11. 00 LF $ 9900.00
8" VCP 6-8' CUT 1015 LF @ $ 13.00 LF $ 13195,00
8" VCP 8-10' CUT 540 LF @ $ 18.00 LF $ 9720.00
8" VCP 10-12' CUT 458 LF @ $ 25.00 LF $ 11450.00
8" DIP 0-6' CUT 60 LF @ $ 18.00 LF $ 1080.00
8" DIP 12-14' CUT 40 LF @ $ 42.00 LF $ 1680.00
Manhole 0-6' CUT 7 Ea. @ $ 850.00 Ea. $ 5950.00
Manhole 6-8' CUT 2 Ea. @ $ 1150.00 Ea. $ 2300.00
Manhole 8-10' CUT 2 Ea. @ $ 1400.00 Ea. $ 2800.00
Manhole 10-12' CUT 2 Ea. @ $ 1650.00 Ea. $ 3300.00
Manhole 12-14' CUT 1 Ea. @ $ 2200.00 Ea. $ 2200,00
Clean Out 10 Ea. @ $ 50.00 Ea. $ 500.00
6" DIP F.M, 2970 LF @ $ 9.00 LF $ 26730.00
6" DIP Bends 2 Ea. @ $ 175.00 Ea. $ 350.00
Connect to Exist. Manhole 1 Ea. @ $ 500.00 Ea, $ 500.00
Manhole Drop Section 2 Ea. @ $ 350.00 Ea. $ 700.00
Lift Station w/Telemetry 1 Ea. @ $50000.00 Ea. $ 50000.00
6" Service & Wye 1260 LF @ $ 7.00 LF $ 8820.00
$ 151175.00
~~
NOTES ON COST ESTIMATE
1. This cost estimate is for
a. SW 26th Street from Golf Road to the lift station.
b. Tracts 1 & 2 and Loop 1.
c. water & sewer on Golf Road, Woolbright Road, and
SW 26th Street.
2. Clearing and grubbing is not included.
3. Lighting is not included.
4. Any items not directly specified are not included.