APPLICATION
SITE,~LAN APPROVAL APPLICATION
City o~ Boynton Beach, Florida
Plan~ing and Zoning Board
This' :application muSj; be filled out completely and accurately
and submitted in one (1) ;~opy to the Planning Department. Incomplete
applications will not be ,~ocessed.
Please Print Legibly or Ty~~ all Information.
I. GENERAL INFORMATION
1. Project Name:
Chalets IV at Boynton
Phase I Melear P.U.D. (Plats 3 & 4)
2. Date this Application is Accepted :
(to be filled out by Planning Dept.)
3. Applicant's Name (person or business entity in whose name this
application is made) :
Chalets IV Corporation
Address:
7100 Bisoayne Boulevard
Miami, Fl 33138
Phone:
4. Agent's Name (person, if any, representing applicant):
Russell C. Scott - Urban Design Studio
Address:
2000 Palm Beach Lakes Boulevard Suite #600
West Palm Beach, Fl 33409
Phone:
689-6066
5. Property Owner's (or Trustee's) Name:
Chalet IV Corporation
Address:
7100 Biscayne Boulevard
Miami, Fl 33138
Phone:
6. Correspondence Address (if different than applicant or agent) *:
Address all correspondence to agent
* This is the address to which all agendas, letters, and
other materials will be mailed.
Planning Dept. 10/82
4
Page 2
7. What is applicant's interest in the premises affected?
Owner
(Owner, Buyer, Lessee, Builder, Developer,
Contract Purchaser, etc.)
8. Street Address or Location of Site:
Southwest Corner of
Congress Avenue & Miner Road
9. Legal Description of Site:
see Attached Legal Description
10. Intended Use(s) of Site:
Residential
11. Developer or Builder:
Chalet IV Corporation
12. Architect:
Theodore Davis, AlA Palm Beach Gardens
13. Landscape Architect:
Urban Design Studio, West Palm Beach
14. Site Planner: Urban Design Studio, West Palm Beach
15. Engineer: Wantman & Associates, West Palm Beach
16. Surveyor: Meridian Surveying, West Palm Beach
17. Traffic Engineer: N/A
18.
Has a site plan been
for this property?
previously
NO
approved
by the City Council
19. Estimated construction cost of proposed improvements shown on
this site plan:
See attached cost estimate
Planning Dept. 10/82
Page 3
II. SITE DATA
The following information must be filled out below and must appear,
where applicable, on all six (6) copies of the site plan.
1. Land Use Cateqory shown in
the Comprehensive Plan
Moderate Density Residential
2. Zoning District
Planned Unit Develonment (LUI:4.0)
3. Area of Site 24.7
acres
1,075,932
sq. ft.
4. ,Land Use -- Acreage Breakdown
a. Residential, including 18.1 acres 73.2 % of site
surrounding lot area or
grqunds
b. Recreation Areas * 6,6 acres 26.7 % of site
(excluding water area) ,
c. Water Area acres . % of site
d. Conunercial acres % of site
e. Industrial acres % of site
..
f. Public/In- acres % of site
stitutional
g. Public,Private, and Canal
Rights-of-Way acres % of site
h. Other (specify) acres % of site
i. Other (specify)
acres
% of site
j. Total Area of Site
24.7
100
% of site
* Including open space suitable for outdoor recreation, and
having a minimum dimension of 50 ft. by 50 ft.
5. Surface Cover
a. Ground Floor Building 134,164
Area ("building footprint")
sq. ft.
13
% of site
sq.ft.
% of site
b. Water Area
c. Other Impervious Areas,
including paved area of
public & private streets,
paved area of parking
lots & driveways (ex-
cluding landscaped areas) ,
and sidewalks, patios,
decks, and athletic 209,523
courts.
sq. ft.
21
% of site
d. Total Impervious Area
343,687
sq.ft.
34
% of site
e. Landscaped Area Inside 14,000
of Parking Lots
(20 sq.ft. per interior
parking space required--
see Sec. 7.5-35(g) of
Landscape Code) .
sq.ft.
1.3 % of site
Planning Dept. 10/82
Pl~nnin~ n~rt. l0/ij2
Page 4
h. Other Landscaped Areas, 696,000 sq.ft. 64,7 '% of site
excluding Water Area
i. Other Pervious Areas,
including Golf Courses,
1 ::-t Natural Areas, Yards, and
- " . Swales, but excluding
Water Areas NA sq.ft. % of site
c. '-, -0-~ Total Pervious Areas 710,000 sq.ft. 66 % of site
k. Total Area of Site 22.9 sq. ft. 100 % of site
5. Floor Area
a. Residential 212,058 sq.ft.
b. Commercial/Office sq.ft.
c. Industrial/Warehouse sq.ft.
d. Recreational 1500 sq. ft.
e. Publici
Institutional sq.ft.
f. Other (specify) sq.ft.
g. Other (specify)
sq.ft.
h. Total Floor Area 213,558 sq. ft.
6. Number of Residential Dwelling Units
a. Single-Family Detached dwelling units
b. Duplex dwelling units
c. Multi-Family (3 +
attached dwelling units
(1) Efficiency dwelling units
(2) 1 Bedroom dwelling units
(3) 2 Bedroom lAg dwelling units
(4) 3+ Bedroom dwelling units
d. Total Multi-Family 189 dwelling units
e. Total Number of Dwelling
Units 189
7. Gross Density 8.2 Dwelling Units per Acre
8. Maximum Height of Structures on Site
25
feet
2
stories
9. Required Off-Street Parking
a. Calculation of Required
Number of Off-Street
Parking Spaces
b. Off-Street Parking Spaces
Provided on Site Plan
Atr 2,0 spaces/unit
473 (includes 44 spaces for
378 spaces + 44 for recreation
recreation parking - 2.5 p.s.
area - Total required 422 p.s,
per unit)
Planning Dept. 10/82
Page 7
IV.
MISCELLANEOUS
(check)
The following materials must be submitted in one (1) copy:
A check, payable to the City of Boynton Beach, for two hundred
dollars ($200).
1.
2. A transparency (overlay) of the site plan sheet, suitable for
use in an overhead projector, with dimensions not to exceed
6 in. X 9 in.
3. For projects that generate at least three thOusand 0,000)
vehicle trips per day or two hundred and fifty (250) single
directional vehicle trips in a one (1) hour period, a traffic
impact analysis must be submitted.
4. Any other engineering and/or technical data, as may be re-
quired by the Technical Review Board to determine compliance
with the provisions of the City's Code of Ordinances.
V. CERTIFICATION
(I) (We) understand that this application and all papers and
plans submitted herewith become a part of the permanent records
of the Planning and Zoning Board. (I) (We) hereby certify that
the above statements and any statements or showings in any papers
or plans submitted herewith are true to the best of (my) (our)
knowledge and belief. This application will not be accepted
unless si ned according to the instructions below.
?/~11'i'
Date
..,.
Signat re f Owner(s) or Trustee,
or Authorized Principal if property
is owned by a corporation or other
business entity.
VI.
AUTHORIZATION OF AGENT . /.t
URBAN DESIGN STUDIO ~{d~
Signature of Author~zed Agent
May 29,1985
Date
(I) (We) hereby designate the above signed person as (my)
(our) authorized agent in regard to this application.
~/)q/'i'-
Date
,..
Signa wner(s) or Trustee,
or Authori ed Principal if property
is owned by a corporation or other
business entity.
SPACE BELOW THIS LINE FOR OFFICE USE ONLY
Review Schedule:
Date Received:
Technical Review Board
Planning & Zoning Board
Communi ty Appearance Board'
City Council
Stipulations of Final Approval:
Date
Date
Date
Date
Other Government Agencies/Persons to be contacted:
Additional Remarks:
Planning Dept. 10/82
.;.!.;.
Page 7
IV. MISCELLANEOUS
(check)
The following materials must be submitted in one (1) copy:
1. A check, payable to the City of Boynton Beach, for two hundred
dollars ($200).
2. For projects that generate at least three thousand (3,000)
vehicle trips per day or two hundred and fifty (250) single
directional vehicle trips in a one (1) hour period, a traffic
iwpact a~~ly~~~ ill~~t be =ub~ittcd.
3. Any other engineering and/or technical data, as may be re-
quired by the Technical Review Board to determine compliance
with the provisions of the City's Code of Ordinances.
V. CERTIFICATION
(I) (We) understand that this application and all papers and
plans submitted herewith become a part of the permanent records
of the Planning and Zoning Board. (I) (We) hereby certify that
the above statements and any statements or showings in any papers
or plans submitted herewith are true to the best of (my) (our)
knowledge and belief. This application will not be accepted
unless si ned according to the instructions below.
Signature
or Author' ed Principal if property
is owned y a corporation or other
business entity.
~Il1I, I~.j{ 1981
Date
VI. AUTHORIZATION OF AGENT
(:>: ~~'*", .-tk ~ 4D?
~gnature 0 Authoriz Agent Date
(I) (We) hereby designate the above signed person as (my)
(our) authorized agent in regard to this application.
Signat
or Aut
is own'
busine
e of Own ) or Trustee,
rized Principal if property
d by a corporation or other
entity.
tlll{Il{t!..
Date
lq SS
SPACE BELOW THIS LINE FOR OFFICE USE ONLY
Review Schedule:
Date Received:
Technical Review Board
Planning & Zoning Board
Community Appearance Board
City Council
Date
Date
Date
Date
Stipulations of Final Approval:
Other Government Agencies/Persons to be contacted:
Additional Remarks:
Planning Dept. 10/82
I
\,
SITE,~LAN APPROVAL APPLICATION
}
~'
City of" Boynton Beach, Florida
Plan~ing and Zoning Board
,This',application mu&i; be filled out completely and accurately
and submitted ,in one tl) ;~opy to the Planning Department. Incomplete
applications will not be ,~ocessed.
Please Print Legibly or Tywe all Information.
I. GENERAL INFORMATION
1. Project Name:
Chalets IV at Boynton
Phase I Melear P.U.D.
2. Date this Application is Accepted :
(to be filled out by Planning Dept.)
3.
Applicant's Name (persoCj}r business entity in ~ose name this
application is made) : -/ ~;{L~/ IU~
,
'. Chale IV Cerporation
------
I~
Address:
7100 Biscayne Boulevard
----
Miami, FL 33138
Phone:
4. Agent's Name (person, if any, representing applicant):
Russell C. Scott - Urban Design Studio
Address:
2000 Palm Beach Lakes Boulevard Suite 60~
West Palm Beach, 33409
Phone:
689-0066
5. Property Owner's (or Trustee's) Name:
Chalet IV Corporation
Address:
7100 Biscayne Boulevard
Miami, FL 33138
Phone:
6. Correspondence Address (if different than applicant or agent) *:
Address All Correspondence to Agent
* This is the address to which all agendas, letters, and
other materials will be mailed.
Planning Dept. 10/82
4
".\;
~,
., '.:../
Page 2
7. What is applicant's interest in the premises affected?
Owner
(Owner, Buyer, Lessee, Builder, Developer,
Contract Purchaser, etc.)
8. Street Address or Location of Site:
Southwest Corner of
Congress Avenue & Miner Road
9. Legal Description of Site: See Attached Legal Description
10. Intended Use(s) of Site: Residential
11. Developer or Builder: Chalet IV Corporation
12. Architect:
Theodore Davis, AlA Palm Beach Gardens
13. Landscape Architect:
Urban Design Studio, West Palm Beach
14. Site Planner: Urban Design Studio, West Palm Beach
15. Engineer: Wantman & Associates, West Palm Beach
16. Surveyor: Meridian Surveying, West Palm Beach
17. Traffic Engineer: N/A
18.
Has
for
a site plan been
this property?
previously approved
NO
by the City Council
19. Estimated construction cost of proposed improvements shown on
this site plan:
$5,443,616.00
Planning Dept. 10/82
Page 3
II. SITE DATA
The following information must be filled out below and must appear,
where applicable, on all six (6) copies of the site plan.
l. Land Use Cateqory shown in
the Comprehensive Plan Moderate Density Residential
2. Zoning District planned Unit Development (LUI:4.0)
3 . Area of Site 27.6 acres 1,202,256 sq. ft.
4. , Land Use -- Acreage Breakdown
a. Residential, including 17.6 acres 63.76 % of site
surrounding lot area or
gr9unds
b. Recreation Areas * acres % of site
(excluding water area) ,
c. Water Area 10 acres 36.24 - % of site
d. Commercial acres % of site
e. Industrial acres % of site
f. Public/In- acres % of site
stitutional
g. Public,Private, and Canal
Rights-of-Way acres % of site
h. Other (specify) acres % of site
i. Other (specify)
acres
% of site
j. Total Area of Site
27.6 ac.
100
% of site
* Including open space sui table for outdoor re,crea tion, and
having a minimum dimension of 50 ft. by 50 ft.
5. Surface Cover
a. Ground Floor Building 100,800
Area ("building footprint")
sq.ft.
8.38
% of site
b. Water Area
435,600
sq.ft.
36.23
% of site
c. Other Impervious Areas,
including paved area of
public & private streets,
paved area of parking
lots & driveways (ex-
cluding landscaped areas) ,
and sidewalks, patios,
decks, and athletic
courts. 129,500
sq. f t.
10 . 77 % 0 f site
d. Total Impervious Area 665,900
sq.ft.
55.38 % of site
e. Landscaped Area Inside
of Parking Lots
(20 sq.ft. per interior
parking space required--
see Sec. 7.5-35(g) of
Landscape Code) .
15,628
sq.ft. 1.30 % of site
Planning Dept. 10/82
P1Annin~ n~rt. 10/82
Page 4
h. Other Landscaped Areas, 520,817 sq.ft. 43.32 '% of site
excluding Water Area
i. Other Pervious Areas,
including Golf Courses,
.::. :'1 Natural Areas, Yards, and
- , - " . Swales, but excluding
Water Areas NA sq.ft. % of site
- ~-l _:j~~ Total Pervious Areas 536,446 sq.ft. 44.62 % of site
k. Total Area of Site 1,202,256 sq.ft. 100 % of site
5. Floor Area
a. Residential 187,200 sq. ft.
b. Commercial/Office sq.ft.
c. Industrial/Warehouse sq.ft.
d. Recreational sq.ft.
e. Publici
Institutional sq. ft.
f. Other (specify) , sq.ft.
g. Other (specify)
sq.ft.
h. Total Floor Area 187,200 sq.ft.
6. Number of Residential Dwelling Units
a. Single-Family Detached dwelling units
b. Duplex dwelling units
c. Multi-Family (3 +
attached dwelling units
(1) Efficiency dwelling units
(2) 1 Bedroom dwelling units
(3) 2 Bedroom 144 dwelling units
(4 ) 3+ Bedroom dwelling units
d. Total Multi-Family 144 dwelling units
e. Total Number of Dwelling
Units 144
7. Gross Density 5.21 Dwelling Units per Acre
24
feet
2
,.
storJ.es
8. Maximum Height of Structures on Site
9. Required Off-Street Parking
a. Calculation of Required
Number of Off-Street
Parking Spaces
b. Off-Street Parking Spaces
Provided on Site Plan
2 space/unit x 144 units
370 spaces provided
= 288 spaces required
(2.56 spaces/unit)
Planning Dept. 10/82
Page 7
IV,. MISCELLANEOUS
The following materials must be submitted in one (1) copy:
(check)
1. A check, payable to the City of Boynton Beach, for two hundred
dollars ($200).
2. A transparency (overlay) of .the site plan sheet, suitable for
use in an overhead projector, with dimensions not to exceed
6 in. X 9 in.
3. For projects that generate at least three thousand (3,000)
vehicle trips per day or two hundred and fifty (250) single
directional vehicle trips in a one (1) hour period, a traffic
impact analysis must be submitted.
4. Any other engineering and/or technical data, as may be re-
quired by the Technical Review Board to determine compliance
with the provisions of the City's Code of Ordinances.
V. CERTIFICATION
(I) (We) understand that this application and all papers and
plans submitted herewith become a part of the permanent records
of the Planning and Zoning Board. (I) (We) hereby certify that
the above statements and any statements or showings in any papers
or plans submitted herewith are true to the best of (my) (our)
knowledge and belief. This application will not be accepted
unless s'gned according to the instructions below.
~ /;;6/ 'ffS
Date
Signat e of Owner(s) or Trustee,
or Authorized Principal if property
is owned by a corporation or other
business entity.
VI. AUTHORIZATION OF AGENT
'N jAl./lU G /J ~
~ture of Authorlzed Agent
"3/,J6/<6?
Date
(I) (We)
(our)
hereby designate the above signed person as
orized agent in regard to this application.
"?/'J6/r;7
Date
(my)
Signa ure of Owner(s) or Trustee,
or Authorized Principal if property
is owned by a corporation or other
business entity.
SPACE BELOW THIS LINE FOR OFFICE USE ONLY
Review Schedule:
Date Received:
Technical Review Board
Planning & Zoning Board
Communi ty Appearance Board'
City Council
Date
Date
Date
Date
..
Stipulations of Final Approval:
Other Government Agencies/Persons to be contacted:
Additional Remarks:
Planning Dept. 10/82
,
"
WAN T H A N I ASS 0 CIA T E S
CONSl.L TING ENGllEERS
ENGllEERlNG COST ESTIMATE
OlAlET IV IF IIIlYNTIII PlAT - 3
COST ESTIMATE
PRO.I:CT TOTAlS
MATER OlSTRlBUTIIII SYSTEH
SEHAGE COLLECTIIII SYSTEH
ORAlHAGE SYSTEH
PAVING
PRO.I:CT TOTAlS
/
PlUNT DATE OS/29185
ESTIMATlJl AHA
PRO.I:CT t lM056-2B
REVISlIllDATES 85/05/24, OS/24/85, OS/29/85,
L, \c,' L <>Of> \o2'<,A.\>
$51,757.50
$99,773.75
$168,686.50
$239,785.20
$560,002.95
HAHTHAN . ASSOCIATES
CONSlL TING ENGINEERS
EI(;lNEERlNG COST ESTIHATE
OlALET IV IF BOYNT~ PUT - 3
COST ESTlHATE
HATER D1STRlIIJTI~ SYSTEM
HEM ltUTS WAllIlY ltUT PRICE- TOTAL
----- -----
~ II<<:H DIP Lf ~73 17.50 13,~7 .50
6 D<<:H DIP Lf 790 110.00 17,900.00
~ D<<:H ~ TE VM..VE EA 1 $275.00 $275.00
6 D<<:H ~ TE VM..VE EA 3 $350 ,00 11,050.00
6 lIDI HYIlllAHT H/VM..VE EA 3 11,200.00 13 ,600.00
1 D<<:H SERVICE LlI4E Lf 1,Z70 13.60 ~ .~~6.00
10 1I<<:H DIP ( LOOP RII l LF 1,666 116.00 $Z6 .&40.00
10" ~TE VM..VE ( LOOP RIll EA 1 aaoo.oo aaoo .00
~ TAP EXIST. HH (LP.Rlll EA 1 13,500.00 13.500.00
PAGE TOTM.. $51,757.50
. unit Prices .... esti..tes of CIrMlnt cost _ on recent bicls receive<l.
Their 8CClr1ICy is a function of tl<XIrdiC conditions at the ti.. the 101<
is bid. Conti~ia9 include eng1MW'ing feeS, '_1 feeS, _ penoiU.
MAN T NAN I ASS 0 CIA T E S
lD&L TlMG EMGlIEERS
EMGlIEERlMG COST ESTIMATE
CHAlET IV IF 8OYN1lJ4 PLAT - 3
COST ESTIMATE
SENAGE Clll.ECT IlJ4 SYSTEM
HEM 00 TS WAlUTY OOT PRICE. TOTAl.
----- --------
6IlAVITY SEHER lHi CUT LF 66 $11,25 $131.25
GRAVITY SEHER 6-8 CUT LF 160 $13.50 $2.160.00
6IlAVITY SEHER 8-10 CUT LF 196 $18.00 $3.610.00
6IlAVITY SEHER 10-12 CUT LF 456 $23,00 $10.466.00
6IlAVlTY SEHER 12-14 CUT LF 176 $38.00 $6.660.00
6 lIOi SEHER UIE LF 2,240 $7.50 $16.800.00
GRAVITY SEHER lHi CUT OIP LF 20 $15.00 $300.00
HA/fO..E 0-6 CUT EA 1 $825,00 $825.00
HA/fO..E 6-10 CUT EA 1 $1.200.00 $1.200,00
HA/fO..E 10-12 CUT EA 1 $1.350.00 $1,350.00
000BlE SERVICES EA 48 $280.00 $13,440,00
CLEN<<lUT EA 36 $150.00 $6.400.00
6IlAV. SEHER 8-10 CUT(L.R) LF 240 $15,76 $3,780.00
6IlAV. SEHER 1O-12CUT(L, R, ) LF 506 $18,50 $9.342.60
6IlAV.SEHER 12-14CUT(L.R.) LF 506 $30,00 $15,150.00
M.H, 8-10 CUT (LOOP RO ) EA 2 $1,200.00 $2,400.00
N,H,1O-12CUT (LOOP RO ) EA 2 $1.350,00 $2,700,00
GRAV.SEHER 1O-12OIP(L.R.) LF 20 $18,60 $370.00
N.H, 12-14 CUT (LOOP RO ) EA 2 $1,600,00 $3 .200.00
PAGE TOTAl. $99.m.76
. unit Pr;<:elI .... est1..tes of current cost _ ..., r<<ent bids received.
The;,. IICCIr8CY ;s . funct,..., of econoa;c cond;t1ons lit tha t;. tha oqj(
;s bid. Cont1nganc;.S ;nclude q;neer;ng fan, legal faas, _ /l8I"It;U.
H A H T H A N I ASS 0 CIA T E S
CONSlL TlIIG ENGlIEERS
ENGlIEERlNG COST ESTIMATE
CHALET IV (F BOYNT~ PlAT - 3
COST ESTIMATE
lIRA1NAGE SYSTEM
ITEH ltllTS WAlUTY ltllT PRICE. TOTAL
---- ---------
15 0CIi RCP LF 337 $17,50 $5,1l97,5O
18 0CIi RCP LF 608 $22,00 $13,376,00
Z~ 0CIi RCP LF 1110 tl7.00 S5 ,130.00
36 0CIi RCP LF ~~5 $45.00 $20, 0Z5, 00
Z~ 0CIi 8CClfl LF ZO tl1.00 $4ZO,OO
36 INCH 8COP LF 87 S36.00 $3,13Z,00
TYPE . C' DLET EA 10 $750.00 $7,500,00
TYPE 'E' DLET EA 3 $1 ,ZOO, 00 $3,600,00
TYPE 'po 1It.ET (JM:T1~l EA 1 $1,ZOO.00 $1,ZOO,00
CONCRETE ClLLAA EA Z $400.00 $900,00
15" RCP (LOOP ROAD) LF ~O $17.50 $700,00
18' RCP (LOOP ROAD) LF ~69 tlZ.OO $10,318,00
Z~" RCP (LOOP ROAD) LF 130 tl7.00 $3,510,00
~ 36' RCP (lOOP ROAD) LF 1,598 $45,00 $71,910,00
TYPE 'C' 1It.ET (LOOP RO) EA Z $750,00 $1,500.00
TYPE 'E' Itf..ET (LOOP RO) EA 10 $1,ZOO,00 $1Z,OOO,00
TYPE 'P' 1It.ET (LOOP RO) EA 6 $1,ZOO,00 $7,ZOO'00
36' 8CCHP (LOOP ROAD) LF 13 S36.00 $468.00
PAGE TOTAL $168,686,50
. \kilt Prices ... estilllltes Of a.rrent cost based on recent bids received.
Their 1ICClrllC)' is a fln:tion of ~ic c:onditiOl'lll at the ti_ tha oa1<
is bid. Contingencies inclUde ongi....ing fan, legal fees, lWld ",,""its,
HAHTHAH I ASSOCIATES
Cl>>lSl1. TlNG ENGlNEERS
ENGlNEERING COST ES,IHATE
CHALET I V IF 80YNl [)I PlAT - 3
COST ESTlHATE
PAVING
HEH L1UTS QUANlTY L1UT P1UCE* TOTAl..
------ -------
1 1/Z 114. TY1'E 11 A,C.S,C SY 1Z,376 $3.ZO S39,603.ZO
6 IMCH SHElL BASE SY 1Z,589 $3.60 $-46,3Z0.40
8 IMCH SHElL BASE SY 60Z $-4.10 SZ,068.ZO
1Z 1M, COHP. SU8GR, (98X) SY 13,_ $0,70 $9 ,340.80
1Z 114 ST8UO SU8GR-50 FBV SY 603 $1.50 $9lM .50
6 114 STllLZEO StUJER-5Of8V SY 3,660 $1.30 $-4,7~5.oo
IOJHTAlll.€ GlITTER LF 1,OZ7 $6,50 $6,675.50
STIJIl/STREET SIGH EA Z $175.00 S350.oo
1-1/Z. TY1'E 11 ACSC (L.R) SY 7,177 $3.ZO $ZZ,966.~O
8" SHElL lIASES98X-LOOP RII SY 7,~78 $-4.10 $30 ,659.80
1Z" STAB, S.6 50 FBV(L.R) SY 7,777 $1.50 $11,665.50
6" STAB. SlUIR 5Of8V-L.R. SY ~,733 $1,30 $6, 15Z ,9Q
5' SIIJEHAU( (LOOP RIIAO) LF Z,679 $8.00 SZ1,~3Z.OO
8' SIDEWAlJ( (LOOP RIIAO) LF Z,409 $~,oo m,7Z6.oo
SEED , IU.CH (LOOP RIIAO) SY 7.696 $0,30 SZ,308.50
FWSH HEAllER CIJl9-LOOP RII LF Z78 $6.75 $1,876.50
PAGE TOTAL $Z39, 7116. ZO
* unit Prices ... est1..tes of ............t cost _ an ....,..t bids received.
Their llCCIrllC)' is . funchon of ~1c conditions .t the t1.. the Ia1<
1s b1d. Cant1ngenc1es 1nclUde eng1_1ng _, legel _, _ perIl1ts.
H A H T H A H >> ASS 0 C I ATE S
COHSIl. TlHG EHGlIoEERS
EHGlIoEERlHG COST ESTIHATE
OlALET IV CF BOYHTON PlAT 4
COST EST IHA TE
PIl(U;CT TOTALS
HATER OlSTRlBUTION SYSTEM
~ COLLECTION SYSTEM
ORAlHAGE SYSTEH
PAVING
PIl(U;CT TOTALS
PIUIIT OATE OS/29/85
ESTIHATOQ AHA
PRO.ECT ! 84056-2C
REVISION OATES 85/05/24, OS/29/85,
L,e, ~ LC>o\- ;<',,~\;:>
$25,142.00
$33,701.25
$5B, 647 .00
$101,050.60
$218,540.85
l
WAN T H A N I ASS 0 C I ATE S
IXtlSIL lING ENGINEERS
ENGINEERING COST ESTlWATE
ClW.ET IV IF IlO'IH'TIll PLAT 4
COSl ESTlWATE
WATER OlSlRlBUTIIll SYSTEH
ITEM lIUTS WANllY lIUT PRICE* TOlAL
------- -------
4 llOi OIP LF 430 $7,50 $3,225.00
6 lHC1i OIP LF 1,073 $10.00 $10,730.00
4 lHC1i 6A TE VALVE EA 1 $275.00 $275.00
6 lHC1i 6A TE VALVE EA 3 $350.00 $1,lliO.00
6 INCH HYllllANT HIVALVE EA 4 $1,200.00 $4 ,800.00
1 INCH SERVICE LDE LF 842 $3.50 $2,947.00
2 INCH SERVICE LDE LF 470 $4,50 $2,115,00
PAGE TOTAL $25,142.00
· Unit Prices Ire esti..tes of current cost based on r<<ent bids received.
Their ecarecy is a function of llCOl108ic conditions at the ti.. the HOri<
is bid. Conti~ias include llIl9iMring fees, 1_1 fees, wid pel"ltits.
" A " T " A" I ASS 0 CIA T E S
Cl>>lSl1.1l1<<i ENGlIEERS
ENGlIEERlI<<i COST ESUHATE
OiAlET IV IF BOYNTON PlAT 4
COST ESllHATE
SEHAGE Cll.LECTION SYSTEM
ITEM ltUTS QUAHlTY ltUT PRICE" TOlAL
------ ----------
6IlAVITY SEHER 0-6 CUT IF 495 $11,25 $5,568.75
6IlAVITY SEHER 6-8 CUT IF 750 $13,50 $10,192,50
6IlAVITY SEHER 6-10 CUT IF 480 $18,00 $8,640.00
HAIttl..E 0-6 CUT EA Z $825.00 $1,650.00
HAIttl..E 6-8 CUT EA 5 $1,050.00 $5,250.00
H.tHO..E 6-10 CUT EA Z $1,ZOO,00 $2,400.00
PAGE TOTAL $33,701,25
,
. Unit Prices ..... estilllrtes of ..........t c:os'\ _ on recent bids r<<:eived.
Their lICCIr8CY is a function of ~ic conditions at the ti"'" the HOr1<
is bid. Contingencies inchllla _i.--,ng fees, ,,_, fees, Wld __its,
H A H T H A N & ASS 0 CIA T E S
CONSlL TlNG ENGlIEERS
ENGlIEERlNG COST ESTIMATE
OIALET IV IF 8000{Jl PlAT 4
COST ESTIMATE
ORAlMAGE SYSTEM
ITEM UNlTS QUANlTY OOT PRICE. TOTAl
------- ----------
16 OCH RCP Lf 118 $17.50 $2,065,00
18 OCH RCP Lf 1,244 $22,00 $27,368,00
24 OCH RCP Lf 482 $27.00 $13,014.00
18 rIOt OCCMP Lf 20 $18,00 $360,00
24 1I<<:H OCCMP LF 40 $21 ,00 $840,00
TYPE 'C' 1M.ET EA 12 $750,00 $9,000.00
TYPE 'E' UU:T EA 3 $1,200,00 $3,600.00
TYPE 'P' 1N..ET (.AJNCH{Jl) EA 1 $1,200,00 $1,200.00
CONCRETE COLLAR EA 3 $400,00 $1,200,00
PAGE roTAl $58,647,00
.
. un1t Pr1ces ore 8st1...tes of <>rrent cost _ on recent b1dS rece1ved.
The1r llCC\r8Cy 1s e funct10n of ec0n0001c condit1ons et the t1.. the """'
1s b1d. Cont1ngenc1es 1nchlcle eng1neer1ng fees, 18981 fees, end ",,",1 ts ,
H ANT NAN I ASS 0 CIA T E S
CDlSl1. TING ENGINEERS
ENGINEERING COST ESTIMATE
CHALET IV OF BOYNTIJl PLAT 4
COST ESTIMATE
PAVING
ITEM ooTS WAIll TY lINIT PRICE" TOT IlL
----------
1 1'2 IN, TYPE II A,C,S.C SY 11,Z3Z $3,20 $36,942,40
6 II<<:H SHELL BASE SY 11,190 $3,00 $40,284,00
9 INCH SHELL BASE SY 675 $4,10 SZ, 767.50
12 IN. CQHP, SUlGll, (98X) SY 11,961 $0,70 se,3Ol.70
12 IN ST1lLZO SUlGll-50 FeV SY 793 $1.50 $1,199,50
HlJUHTAllLE GUTTER Lf 1,933 $6,50 $12,564 .50
PAGE TOTAL $101,050.00
. t
. unit Pr\ces are est\....t.... of C\rMIflt cost _ on recent '''lis receIved,
The\r accurllCl/ \5 . functIon of 8COllOIl\C condit\""" .t the tlII8 the HOr1<
'5 0\0. Contlngenc\es Include engIneerIng fees, ,_, fees, and penoits.
HAH1HAH I ASS 0 ,C I AlE S
llRAllWi: lESl~
PRO..I:C1: CHALET IV IF 1lOYN1(J1 PlA1S 314 JIll NO. 84056-2 FIVE YEAR SlCAI lESl~ aUlElUA
" - lEHOTES ClJlRUGA1EO ~lAl PIPE. AlL 0l1ERS AR'E RElII'lJICEO COlICRE1E PIPE
( 'n' : 0.012 tor R.C.P. I 'n': 0.024 tor C,H.P. )
S 1 L A 1 1 1 F E U L F 0 S V
1 Y E R 1 L L P 0 A 1 L E
R P N E C C H 1 C 0 E H L A 0 L
U E G A E A N V E E L H P
C 1 H N E
1 H 0 0
--- ---- -- ----
no, tt, ecre .in~ .in. c, f.s, ft. ft, ft, ft, 'n, ft, fls
lUll<<!. - 1
0027 E 54 0,47 0.440 15.00 5.17 5,95 0,21 1.23 10.89 9,58 9,58 0,00 36 0,000 0.17
0026 E 136 0.40 0,440 ZO,17 3,71 5.27 0.81 4.28 10.88 9.58 9.58 0.00 36 0.004 0,61
0026 P 175 0.00 0,000 23.88 2,60 4.87 1.63 7.94 12,04 9.58 9.56 0.02 36 0.012 1,12
0024 E 17'8 0.25 0,450 26,48 2.41 4.62 1.88 8.69 10,89 9.56 9.53 0.03 36 0.014 1,23
OOZZ P 60 0,00 0,000 28,89' 0.85 4.42 1.88 8.30 12.ZO 9,53 9.50 0.03 36* 0.063 1.17
~ : 9.5
IUI NO. - 2
00Z8 C 233 1.00 0.430 13.00 2.55 6.26 0.43 2.69 11,50 9,71 9.58 0.13 18 0.056 1.52
FLOItS INlO SlRUC. NO. - 0026
IUI NO. - 3
0029 C 58 0.57 0.560 12.00 0.58 6.43 0.32 2.05 11.75 9.93 9.98 0.05 15 0.096 1.67
0030 C 33 0.09 0.650 12.58 0.28 6.33 0.38 2.39 11.35 9.89 9.84 0.04 15 0.117 1.95
0031 C 30 0.19 0.650 12.1l6 O.ZO 6,29 0.49 3.11 11.35 9,84 9,79 0.01\ 15 0.197 2.53
0032 C 102 0.45 0.720 13.01\ 0.59 6.25 0.82 5,12 11.75 9.79 9.58 0.21 111 0,202 2.90
FLOItS INlO SlRUC. NO. - llllZ5
IUI NO. - 4
0023 E 54 0.30 0.450 14.00 7.72 6.10 0.14 0.82 10.89 9.56 9.56 0.00 36 0.000 0.12
FLOItS INlO SlRUC. NO. - 0024
IUI NO. - 5
0033 C 34 0.48 0.760 12.00 0.30 6.43 0.36 2.35 11.75 10.40 10.36 0,04 15 0.112 1.91
0034 C 114 0.49 0,750 13.00 0.73 6.26 0.73 4.59 11.35 10.36 10.17 0,19 111 0.162 2.60
0035 P 140 0.00 0.000 13.73 0.92 6.14 0.73 4.50 12.6!i 10.17 9.96 0.22 18 0.156 2.55
0036 E 190 0.92 0.621 15.00 0.96 5.95 1.70 10.14 11.75 9.96 9.63 0.33 24 0.171 3.23
0936 P ZO 0.00 0.000 15.96 0.11 5.81 1.70 9.90 11.75 9.63 9.50 0.13 24" 0.6!i3 3.15
~ : 9.5
IUI NO. - 6
0037 C 50 0.59 0.680 11.00 0.39 6.61 0.40 2.6!i 11.75 10.03 9.96 0.07 15 0.144 2.16
FLOItS INlO SlRUC. NO. - 0036
IUI NO. - 7
0038 E 54 0.39 0.450 15.00 6.09 5.95 0.18 1.04 10.98 9,57 9.57 0.00 36 0.000 0.15
0039 E 177 0.34 0.450 21.09 12.29 5.16 0.33 1.70 10.88 9.57 9.57 0.00 36 0.001 0.24
0040 P 204 0.00 0.000 33.39 17.95 4.09 0.33 1.34 12.56 9.57 9.57 0.00 36 0.000 0.19
0041 E 139 0.36 0.450 51.33 9.11 3.12 0.6!i 2.02 10.88 9,57 9.57 0.00 36 0.001 0.29
0043 P Z65 0.00 0.000 59.44 4.72 2.82 2.35 6.62 12.53 9.57 9.55 0.02 36 O.llOIl 0.94
0044 E 196 1.60 0.620 64.15 2.44 2.67 3.59 9.57 11.35 9.55 9.51 0.03 36 0.018 1.35
0944 P 20 0.00 0.000 66.59 0.25 2.60 3.59 9.32 11.35 9.51 9.50 ' 0.01 36" 0.067 1.32
--------------_.._"- ------_._-~.,------
HAHTHAH I ASSOCIATES
llRAlHAGE lESlGH
PIlO..ECT: CIlAI.ET IV IF IlllYKTlJI PUTS 314 J(J3 NO. 84056-2 FIVE YEAR STlRl lESlGH OUTERlA
- - lEHllTES CORRUGATED ltETAl PIPE. AlL OT~ ARE REIIoFCIlCEO ClJM:RETE PIPE
( 'n' : 0.012 for R.C.P. I 'n': 0.024 for C.H.P. )
S T L A T T T F E U L F 0 S V
T Y E R 1 L L P 0 A 1 L E
R P H E C C H 1 C 0 E H L A 0 L
U E G A E A H V E E L H P
C T N N E
T H 0 0
-- --- ---- ----
no, ft, IICre .In. .,n. c,f,s, ft, ft, ft, ft, In, ft, fls
IUl NO, - 7 (cant,)
OHM : 9,6
IUl NO. - 8
0042 E 64 0.36 0,4!iO 12.00 2.79 6.43 0.16 1.01 10.88 9.57 9.57 0.00 24 0.002 0.32
FUltS INTO STRUC. NO. - 0041
IUl NO. - 9
llll46 C 94 0.49 0.500 12,00 1.22 6.43 0.25 1.58 11.75 9.60 9.55 o.re 16 0.re1 1.29
FLIlI4S INTO STRUC. NO. - 0044
IUl NO. - 10
0054 C 64 0.44 0.4!iO 12.00 1.25 6.43 0.20 1.27 10.88 10.46 10.46 0.01 18 0,013 0.72
0052 C 124 0.44 0.4!iO 13,25 0.87 6.22 0.68 4.21 10.88 10.46 10.29 0.17 16 0.137 2.38
0050 P 240 0.00 0.000 14.12 1.25 6.08 0.93 5.66 11.25 10.29 9.69 0.59 16 0.248 3.21
0069 P 120 0.00 0.000 16.36 0.98 5.90 1.09 6.43 11,32 9.69 9.61 0.08 24 0.069 2.re
0047 E 220 0.38 0.430 16.34 2.65 5.76 1.70 9.79 10.88 9.61 9.57 0.04 36 0.018 1.39
FLIlI4S INTO STRUC. NO. - 0043
IUl NO. - 11
0053 C 65 0.56 0.500 12.00 1.06 6.43 0.29 1.80 10.88 10.47 10.46 0.02 16 0.025 1.02
FLIlI4S INTO STRUC. NO. - 0052
IUl NO. - 12
0051 C 36 0.51 0.500 12.00 0.45 6.43 0.26 1.64 11.35 10.31 10.29 0.02 16 0.055 1.34
FLIlI4S 000 STRUC. NO. - llO5O
IUl NO. - 13
0070 C 76 0.40 0.400 10.00 1.41 6.80 0.16 1.09 11.00 9,71 9.69 0.02 15 0.024 0.89
FLIlI4S 000 STRUC. NO. - 0069
IUl NO. - 14
0049 E 64 0.37 0.4!iO 10.00 5.62 6.80 0.17 1.13 10.88 9.61 9.81 0.00 36 0.000 0.16
FLIlI4S INTO STRUC. NO. - 0047
IUl NO. - 15
0048 C 60 0.56 0.500 10.00 0.64 6.80 0.29 1.90 11.76 9.66 9.61 0.04 15 0.074 1.55
FLOHS INTO STRUC. NO. - 0047
IUl NO. - 18
llO55 C 144 0.99 0.400 11.00 1.62 6.61 0.40 2.62 11.00 10.38 10.31 0.08 16 0.053 1.48
0056 C 137 1.33 0.550 15.00 0.60 5.95 1.13 6.71 11.35 10.31 9.83 0.48 16 0.348 3.80
llO57 E 80 0.85 0.500 16.60 0.37 5.86 1.91 11.21 11.50 9.83 9.66 0.17 24 0.209 3.57
0957 P 20 0.00 0.000 16.98 0.09 5.81 1.91 11.11 11.50 9.66 9.50 0.16 24- 0.822 3.64
--~----
MAMTMAN . ASSOCIATES
lIlAlMAGE lJ:S1GM
PRO..ECl: 0lAL.-r IV lI' BOYM1'()l PlATS 314 .Ql MIl. _-2 FIVE YEAR STCIlH lJ:S1GM CRITERIA
* - lJ:MllTES CORRUGATED METAL PIPE. ALL OTIERS ARE IlEIMFlllCED a:tICRETE PIPE
( 'n' : 0.012 for R.C.P. I 'n': 0.024 for C.M.P. )
S T L A T T T F E U L F D S V
T Y E R I L L P 0 A I L E
R P N E C C M I C 0 E " L A 0 L
U E G A E A " V E E L H P
C T N M E
T H 0 0
--- --- --- ---
no, ft. IICNl .'n~ .,n. c. t.s, ft, ft, ft, ft, 'no ft, fls
IUI MIl, - 16 (cont,)
~ : 9,5
IUI MIl. - 17
0058 C 146 0.90 0.400 12.00 1.84 6.43 0.36 2.32 11.50 9.89 9.83 0.06 18 0.041 1.31
FLl>>lS 000 STRUC. MIl. - 0057
IUI MIl. - 18
0059 C 33 0.17 0.500 10.00 1.17 6.110 0.09 0.58 11.35 9.94 9,94 0.00 15 0.007 0.47
0060 C 106 0.14 0.500 11.17 3.06 6.58 0.16 1.02 11.35 9.94 9.93 0.01 18 0.008 0.58
0061 C 159 1.02 0.650 15.00 0.96 5.95 0.82 4.87 11.35 9.93 9.64 0.29 18 0.183 2.76
0961 P 20 0.00 0.000 15.96 0.12 5.81 0.82 4.76 11.35 9.64 9.50 0.14 18* 0.698 2.69
~ : 9.5
IUI NO. 19
llO62 C 188 0.55 0.400 12.00 3.50 6.43 0.22 1.42 11.00 10.15 10.13 0.03 18 0.015 0.80
0063 C 146 0.84 0.400 15.50 1,31 5.88 0.68 3.27 11.00 10.13 10,01 0.12 18 0.082 1.85
0064 E 205 0.87 0.580 16,110 1.78 5.69 1.06 6.04 11,35 10.01 9.88 0.12 24 0.061 1.92
0065 P 152 0.00 0.000 18.58 0.89 5,46 1.64 8.98 12.50 9.88 9.68 0.20 24 0.134 2.86
0066 E 46 0.18 0.500 19.47 0.25 5.35 1.73 9.29 11,50 9.68 9.61 0.06 24 0.144 2.96
0966 P 20 0.00 0.000 19.72 0.11 5.32 1.73 9.23 11.50 9.61 9.50 0.11 24* 0.568 2.94
~ : 9.5
IUI MIl. - 20
0067 C 100 0.52 0.400 12.00 2.20 6.43 0.21 1.34 11.00 10.04 10,02 0.01 18 0.014 0.76
0068 C 146 0.57 0.660 14,20 1.20 6.07 0.58 3.55 11.35 10.02 9,88 0.14 18 0.097 2.01
Fll>>lS INTO STRUC. MIl. - 0065
r
"'"
CHALET IV PLAT THREE
A PARCEL OF LAND SITUATE IN SECTION 10, TOWNSHIP 4S SOUTH, RANGE 43 EAST,
CITY OF BOYNTON BEACH, PALM BEACH COUNTY, FIDRIDA, BEING KlRE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 10; THENCE SOooOS'SS"W,
ALONG THE NORTH LINE OF SAID SECTION 18, A DISTANCE OF 1922.22 FEET;
THENCE SOlOS4'OS"E, A DISTANCE OF lS0,00 FEET TO A LINE lS8.00 FEET SOUTH
AND PARALLEL WITH SAID NORTH LINE, ALSO BEING THE SOUTHERLY RIGIl'l'-OF-WAY
LINE OF THE PROPOSED MINER ROAD (108. 00 FEET IN WIDTH), AND THE POINT OF
BEGINNING.
FROM THE POINT OF BEGINNING; THENCE ALONG SAID SOUTHERLY RIGIl'l'-OF-WAY LINE
OF MINER ROAD S8000S'SS"W, A DISTANCE OF 130.00 FEET; THENCE DEPARTING
FROM SAID SOUTHERLY RIGIl'l'-OF-WAY LINE OF MINER ROAD, S460S4' 05"E, A
DISTANCE OF 35.36 FEET; THENCE SOl054'OS"E, A DISTANCE OF 602.94 FEET;
THENCE N8800S'SS"E, A DISTANCE OP 230.00 FEET; THENCE SOlOS4'05"E, A
DISTANCE OF 145.06 FEET; THENCE N88005'SS"E, A DISTANCE OF 571.11 FEET;
THENCE SOl054'OS"E, A DISTANCE Of' 489.S2 FEET; THENCE S4803S'20"E, A
DISTANCE OF 321.21 FEET, TO A POINT ON A CURVE HAVING A RADIUS OF 790.00
FEET FROM WHICH A RADIAL LINE BEARS N48 0 35' 20"W; THENCE SO(fJ'HWESTERLY
ALONG THE ARC OF SAID CURVE SUllTENDING A CENTRAL ANGLE OF 46041'lS", A
DISTANCE OF 643.73 FEET TO A POINT OF COMPOUND CURVATURE HAVING A RADIUS
OF S40.OO FEET FROM WHICH A RADIAL LINE BEARS N010S4'OS"W; THENCE
NORTIlWESTERLY ALONG THE ARC OF SAID CURVE SUBTENDING A CENTRAL ANGLE OF
90000'00", A DISTANCE OF 848,23 FEET; Tf/ENCE NOl"S4'OS"W, A DISTANCE OF
1165,94 FEET; THENCE N460S4'OS"W, A DISTANCE OF 35.36 FEET TO THE POINT OF
BEGINNING.
Tf/E ABOVE PARCEL CONTAINING 21.0S0 ACRES OF LAND, MORE OR LESS,
.. 2328 So Congres; Ave SUite 2A WesllUlm Beach, FI33406 13051967-5600
meridian 1310Wesl Coland Dr SUltel2 Orlanclo,FI32804 (3051422'4655 r
Jurveying and mapping inc.
"'Crown U \ J [dale '" , """
\y\n(, S-te-e~
cnecked sca I e
~ot4
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~
.
~
CHALET IV PLAT THREE
rowing no
\....'" B4'\ILtPL...J>...T
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CHALET IV PLAT FOUR
A PARCEL OF LAND SITUATE IN SECTION 18, TOWNSHIP 4S SOUTH, RANGE 43 EAST,
CITY OF BOYNTON BEACH, PALM BEACH COUNTY, FUJRIDA, BEING KlRE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 18; THENCE S8800S'SS"W,
ALONG THE NORTH LINE OF SAID SECTION 18, A DISTANCE OF 1792.22 FEET;
THENCE SOlOS4'OS"E, A DISTANCE OF lS8.00 FEET TO A LINE lS8.00 FEET SOUTH
AND PARALLEL WITH SAID NORTH LINE, ALSO BEING THE SOUTHERLY RIGH'lY)F-WAY
LINE OF THE PROPOSED MINER ROAD (108.00 FEET IN WIDTH), AND THE POINT OF
BEGINNING.
FROM THE POINT OF BEGINNING; THENCE ALONG SAID SOUTHERLY RIGH'lY)F-WAY LINE
OF MINER ROAD N8800S' SS"E, A DISTANCE OF 776,11 FEET; THENCE DEPARTING
FROM SAID SOUTHERLY RIGH'lY)F-WAY LINE OF MINER ROAD, SOlOS4'OS"E, A
DISTANCE OF 773,00 FEET; THENCE S8800S'SS"W, A DISTANCE OF S71.11 FEET;
THENCE N010S4'OS"W, A DISTANCE OF 14S,06 FEET; THENCE SSsoOS'SS"W, A
DISTANCE OF 230.00 FEET; THENCE N010S4'OS"W, A DISTANCE OF 602.94 FEET;
THENCE N4300S' SS"E, A DISTANCE OF 3S, 36 FEET TO THE POINT OF BEGINNING.
THE ABOVE PARCEL CONTAINING 13.443 ACRES OF LAND, KlRE OR LESS,
m 'd' 2328 So Congle'" Ave SUlle2AW"" Fblm Beach, FI 3340613051967-5600
en laf) 1310We,t ColonlOi DI Suitel2 Orlordo,FI32804 13051422-4655 ,
Jurveying and mapping inc.
'drown M'l /' Idote ~ r ""
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cheCked 'Cole
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CHALET IV PLAT FOUR
draWing no
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