SURVEYMAP OF SURVEY.
21
L0CAT~.
LAKE
Tract "L-3"
(Water Management Tract)
Edge of Water
34. ._~
--9_,4
'~" 2 STORY
C.B.S. BLDG.
~ F.F.EL.-(.14.72)
~o
MODEL ISO4-L
35' x 40.67'
k4'x4'Conc. 2,004 Sq. Ft. o
-- A/C Pod U/AC
~ Covered
20.63' ~ ~ntry
Corner
~8' Conc.
Dr~ve
~ ~ ~ ~ tility
Set
5/B" IRC FPL Pod
4' Conc. Walk ~ tar Meter
06° 49 59 g, ?~ ~
47.70' ~.~ ~o, ~ho, ~.m~
(40' Utility &
(Tract "A" - Pr/vote Roadway) '
~. 06-04-01 FORMBOARD SURVEY.
2. 05-11-01 REVISE PLOT PLAN - ADD PATIO.
· 05-1 I -01 PROPOSED PLOT PLAN - MODEL 1804-L.
HAGER, PALBICKF. & ASSOCIATES, INC.
PROFESSIONAL LAND SURVEYORS
,3850 N.~W.BOCA RATON BLVD. SUITE ,3, BOCA RATON, FLORIDA ,3,34,31
PHONE: (561) ,39.5-,3600 FAX: (561) ,395-22,37
MELEAR, P.U.D. - BORGATA
SCALE; I "- 20' BOUNDARY SURVEY
DATE: 5-10-99 SHEET 2 OF 2 SHEETS
. HAGER, PALBICKE & ASSOCIATES, INC.
T,,,~,~r~-o .... i'ROFESSIONAL LAND SURVEYORS
Certificate of Aulhorization L.B. No. 6772
I'I,A1TIN(i- ('()NI)()MINItlMS- LAND DEVELOPMENT- CONSTRUCTION LAYOUT- BOUNDARY -TOPOGRAIqlIC
~85}N.W. llocaRahmBIvd. Suile3, BocaRalon, FIorida33431 Phone: (561)395-3600 Fax: (561)395-2237
MAP OF SURVEY
Legal Description:
Lot 1~, Block 3, "MELEAR, P.U.D.", according to the Plat thereof, as recorded in Plat Book 86,
Pages 145 through 150 of the Public Records of Palm Beach County, Florida.
(Bearings are based upon the centerline of Sandalwood Drive, as shown on the Plat of "MELEAR, P.U.D.", as recorded in
Plat Book 86, Pages 145 through 150 of the Public Records of Palm Beach County, Florida, having a bearing of
N.01 ~54'05"W.).
Site Data:
1.) Flood Information:
Community No: 120192 Firm Zone: B
Panel No.: 0190 Base Flood Elevation: n/a
Suffix: A Lowest Floor Elevation: + 14.72, Ga r. + 13.98
Date of FIRM: Oct. 15, 1982 Highest Adjacent Grade: +14.2
2.) Benchmark: P.B. County Benchmark "WARD", a cone. monument at 0.25' N. of intersection of Congress Ave. & N.W. 22
Ave, 5.4' W. of walk, 290' N. of C/L of L-21 Canal; El. = +12.38 (N.G.V.D.).
3.) Address: Magliano Drive, Boynton Beach, Florida
4.) Area of this Site is: 5,800 Square Feet.
This suwey is cedified to the following:
1. 6.
5. 10.
Notes: Legend:
1 ) Elevations when shown refer to the National Geodetic Vedical Datum (N.G.V.D.). of 1929. B~L or ~ - Base Line
2) This firm has made no attempt to locate footings and/or foundations or other underground improvements (un[ess C/L or ~ -Centerline
othe~ise noted). ~ 1~5 - Catch Basin
3 ) The lands shown hereon have not been abstracted by this firm regarding matters of interest by other padies, such as ~ . As-Built Elewlion
easements, rights-of-ways, rese~ations, etc, such information should be obtained and verified by others through Prope~ed Elevation
c= ~ ~:- - Edge of Water
appropriate rifle verification. - Flow Direclion
4.) This drawing ~s Ihe properly of I/~,r, PMbic~c & A.~,~'oci~lc.~', hw. and was prepared for and cedified to the party ~''
and/or parties indicated hereon and is riel transferable or assignable, it shall not be used or reproduced whole or in ~ - Fire Hydrant
pad without wrilten authorization ~ - Sanita~ Manhole
- Storm Drainage
5.) All Iron Pipes/or/Rods and Nails & Discs, set by this Firm, set with Cap/or/Disc with L.B. No. 6772. ~ Manhole
6) All easements shown on the attached drawing are per the record plat (unless othe~ise noted)
Abbreviations: D,~ = DIAMETER L E = LANDSCAPE EASEMENT P O C = POINT OF COMMENCEMENT
DRAIN = DRAINAGE LME = LAKE MAINTENANCE EASEMENT P eT = POINT OF TERMINATION
A~ = A~C [ ENGIH EASE = EASEMENT L P = LIGHT POLE R= ~ RADIUS
A/C = AIR CONDIT~ONFR E O W = EDGE OF WATER (M) = MEASURED (R) = RECORD
R C ~ ~ ~ROWARO COUN1 Y ~ECO~QS EL = ELEVATION M H = MANHOLE R~ = R~GHT OF WAY
B~ DO = BDI[ DI~G ELEC = ELECTRIC N TS = NOT TO SCALE S D = STORM DRAINAGE
(CI = CALCULATED F F = FINISHED FLOOR N&D = NAIL ~ DiSK SEC = SECTION
CATV = CABLE T V F tl = TIRE HYORAN[ N&T = NAIL & TA~ SS = SANITARY SEWER
C B ~ CATCH BASIN FPL = FI ORIDA POWER g LIGHT O R B = OFFICIAL RECORDS BOOK STA. = STATION
C B S ~ CONCRE T E BLOCK g S~ DCCO GAR = GARAGE P B = PLAT COOK SVC = SERVICE
CIt ~ CHORD FND = FOUND PBCR = PALM BEACH COUN~ RECORDS TEL = TELEPHONE (BELLSOUTH)
C [ F = CDAIN LI~K FENCE INV = INVERT PG = PAGE T O B = TOP OF SANK
COL = COL UMN I P = IRON PiPE PROP = PROPOSED TYP. = TYPICAL
CONC ~ CONCRETF I P C = IRON PIPE g CAP PAVE = PAVEMENT U E = UTILI~ EASEMENT
D= = DEL~A [CENTRAL) ANGLE I R = IRON ROD P C P = PERMANENT CONTROL POINT UTIL = UTILITY
(Ol = DEED I R C = IRON ROD g CAP P R M = PERMANENT REFERENCE MONUMENT W M = WATER METER
D E = DRAINAGE EASEMENT LAT = LATERAL P OB = POINT OF BEGINNING W V = WATER VALVE
Surveyor's Certification: I hereby certify that the attached "Map of Survey" complies with lhe "Minimum Not Valid Unless
Technical Standards" for surveys as contained in Chapter 61G17-6, Florida Administrative Code, pursuant to Signed and Embossed
Section 472.027, Florida Statutes. with the Raised Seal
~ ~ of the Attesting
Florida Registered
[
~~ Professional Land Su~eyor
Thomas R. Palbicke, Vice Pres., Professional Land Surveyor No. 5061, State of FIorida
Date of Last Field Work: September 18, 2001
Melear, P.U.D. ~ Job No.: LH M-PUD ~ Date: May 3, 2000 Sheet 1 of 2 Sheets
I
~Hwa7~HWA7\HWAproj\DOCfiles~M\Melear\Block3LotO18.doc
MAP OF SURVEY,
~ ~ ~ 2~ ~0~ ~ TROT m'~" ~ ~ PROPERTY
0_.E M s~o~_woo0 D,,v,
N,T,S,
LAKE
Tract "L-3"
(Water Management Tract)
~-506.20'
'~.'~_ Set u'06° 50'49" ..,,'~ /
'" ',,,,,5/s" ~RC A- 60.49' ~"~ Set /
'~. 5/8 IRC
~ ~ [ (Prop.)
e ~ ~ (Prop.) 12' x 20'
.- 8'x 15' ~
~ ~ Patio ~e ~
34.
(Under Cons[ruction)
2 STORY
C.B.S. BLDG.
F,F,EL,-(*14,72)
GAR.EL.-(*13.98)
MODEL 1804-L
35' x 40.67'
(Prop.)
6'x$.5' Conc. 2,004 Sq. Ft.
Pod U/AC
14.33'
(Prop.) Covere¢
20.65'
(Prop.)
18' Drive
Set
5/8" IRC
(Prop.) 4' Conc. Walk
Corneff
N,
It~lity
R-400.O0' ~ ~
D-06° 49'59" SI ~'~,b 20'Asphalt Pavement
A-47.70' ~ '~q'"P CH-45.29'
.... ~' - ' MA GLI.4NO DRIVE
(40'Utility & Orolnoge Easement)
(Tract "A" - Prlvote Roadway)
ADDENDUM=
06-04-01 FORMBOARD SURVEY, 7.
2. 05-11-01 REVISE PLOT PLAN - ADD PATIO,
· 05-11-01 PROPOSED PLOT PLAN - MODEL 1804-L. 5.
Set
I
2' Conc.
Volley Gutter
HAGER, PALBICKE & ASSOCIATES, INC.
PROFESSIONAL LAND SURVEYORS
.38,50 N.W.BOCA RATON BLVD. SUITE .3, BOCA RATON, FLORIDA 53431
PHONE: (561) 595-,3600 FAX: (561) ,395-2237
MELEAR. P.U.D. - BORGATA
SCALE= I"- 20' BOUNDARY SURVEY
DATE= 5-10-99 SHEET 2 OF 2 SHEETS
!
HAGER, PALBICKE & ASSOCIATES, INC.
PROFESSIONAL LAND SURVEYORS
Certificate of Authorization L.B. No. 6772
PLATI'ING - CONDOMINIUMS - LAND DEVELOPMENT - CONSTRUCTION LAYOUT - BOUNDARY - TOPOGRAPHIC
3850 N.W. Boca Raton Blvd. Suite 3, Boca Raton, Flodda 33431 Phone: (561) 395-3600 Fax: (561) 395-2237
MAP OF SURVEY
Legal Description:
Lot 18, Block 3, "MELEAR, P.U.D.", according to the Plat thereof, as recorded in Plat Book 86,
Pages 145 through 150 of the Public Records of Palm Beach County, Florida.
(Bearings are based upon the centerline of Sandalwood Drive, as shown on the Plat of "MELEAR, P.U.D.", as recorded in
Plat Book 86, Pages 145 through 150 of the Public Records of Palm Beach County, Florida, having a bearing of
N.01°54'05"W.).
Site Data:
1.) Flood Information:
Community No: 120192 Firm Zone: B
Panel No.: 0190 Base Flood Elevation: n/a
Suffix: A Lowest Floor Elevation: +14.72, Gar. +13.98
Date of FIRM: Oct. 15, 1982 Highest Adjacent Grade: +14.2
2.) Benchmark: P.B. County Benchmark "WARD", a conc. monument at 0.25' N. of intersection of Congress Ave. & N.W. 22
Ave, 5.4' W. of walk, 290' N. of C/L of L-21 Canal; El. = +12.38 (N.G.V.D.).
3.) Address: Magliano Drive, Boynton Beach, Florida
4.) Area of this Site is: 5,800 Square Feet.
This survey is certified to the following:
1. 6.
2. 7.
3. 8.
5. 10.
Notes: Legend:
1.) Elevations when shown refer to the National Geodetic Vertical Datum (N.G,V.D.), of 1929. e/L or ~. - Base Line
2.) This firm has made no attempt to locate footings and/or foundations or other underground improvements (unless ClL or ~ - Centerline
- Catch Basin
otherwise noted). .-t~ - As-Built Elevation
3,) The lands shown hereon have not been abstracted by this firm regarding matters of interest by other parties, such as ~
easements, rights-of-ways, reservations, etc., such information should be obtained and verified by others through Proposed Elevation
:_--_ ~.~ - Edge of Water
appropriate title verification. ~ . Flow Direction
4.) This drawing is the property of Hager, Palbicke & Associates,/nc and was prepared for and certified to the party ~
and/or parties indicated hereon and is not transferable or assignable, it shall not be used or reproduced whole or in i~ - Fire Hydrant
part without written authorization. (~) - SaniteW Manhole
- Storm Drainage
5.) All Iron Pipes/or/Rods and Nails & Discs, set by this Firm, set with Cap/or/Disc with L.B. No, (t772, (~ Manhole
6.) All easements shown on the attached drawing are per the record plat (unless otherwise noted).
Abbreviations: DIA.. = DIAMETER L.E. = LANDSCAPE EASEMENT P.O.C. = POINT OF COMMENCEMENT
DRAIN. = DRAINAGE LM.E. = LAKE MAINTENANCE EASEMENT P.O.T. = POINT OF TERMINATION
A= = ARC LENGTH EASE. = E/~EMENT L P. = LIGHT POLE R= = RADIUS
A/C = AIR CONDITIONER E.O.W. = EDGE OF WATER (M) = MEASURED (R) = RECORD
B.C.R. = BROWARD COUNTY RECORDS EL. = ELEVATION M.H. = MANHOLE RNV = RIGHT OF WAY
BLDG. = BUILDING ELEC. = ELECTRIC NT.S. = NOT TO SCALE S.D = STORM DRAINAGE
(C) = CALCULATED F.F = FINISHED FLOOR N&D = NAIL & DISK SEC. = SECTION
CATV. = CABLE T~V. F.H = FIRE HYDRANT N&T = NAIL & TAB S.S = SANITARY SEWER
C.B = CATCH BASIN FPL = FLORIDA POWER & LIGHT O.R.B. * OFFICIAL RECORDS BOOK STA. = STATION
C.B.S. = CONCRETE BLOCK & STUCCO GAR. = GARAGE P.B m PLAT BOOK SVC. = SERVICE
CH. = CHORD FND. = FOUND P.B.CR. m PALM aEACH COUN~f RECORDS TEL. = TELEPHONE (BELLSOUTH)
C.L.F. = CHAIN LINK FENCE INV = INVERT PG = PAGE T.O.B. * TOP OF BANK
COL. = COLUMN I.P. = IRON PIPE PROP. = PROPOSED TYP = TYPICAL
CONC. = CONCRETE I.P.C. = IRON PIPE & CAP PAVE. = PAVEMENT UE = UTILITY EASEMENT
D= = DELTA (CENTRAL) ANGLE IR. = IRON ROD PC.P. = PERMANENT CONTROL POINT UTIL. = UTILITY
(O) = DEED IR.C. = IRON ROD & CAP P.R.M. = PERMANENT REFERENCE MONUMENT WM. = WATER METER
D.E. ~ DRAINAGE EASEMENT LAT. = LATERAL P.QB. = POINT OF BEGINNING W.V = WATER VALVE
Surveyor's Certification: I hereby certify that the attached "Map of Survey" complies with the "Minimum Technical Standards" for Not Valid Unless
surveys as contained in Chapter 61G17-6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Signed and Embossed
with the Raised Seal
of the Attesting
Florida Registered
Thomas R. Palbicke, Vice Pres., Professional Land Surveyor No. 5061, State of Florida Professional Land Surveyor
Date of Last Field Work: June 4, 2001
Melear, P.U.D. I Job No.: LH M-PUD I Date: May 3, 2000 Sheet 1 of 2 Sheets
I
I
\\Hwa7~hwa7\HWAproj\DOCfiles\M\Melear~Block3Lot018.doc
MAP Of SURVEY,
~ TRACT "E" ~ PROPERTY
S~o~WOOD DRIVE
'75
LOCATION MAP: ~~
N.T.S.
LAKE
Tract "L-3"
(Water Management Tract)
Edge of Water
Set
5/6" IRC
R-506.20'
D'06° 50'49"
A-60.49'
LOT
BLO K
17 I
3
LOT 18
Lake
Eos ~t
LOT
19
8' X
Conc.
12' x 20'
Conc. Patio
BIc
I
34.98'
2 STORY
C.B.S. BLDG.
F.F.EL.-(* 14.72)
GAR,EL.-(*13.98)
MODEL 1804-L
35' x 40.67'
4'x4' Conc, 2,004 Sq,
Pod U/AC
14.33'
Covered
20.63'
18' Conc.
Drive
o
'~-z
Corner
N,
~- Box
c5 ~ ~ ht Pole ~tility
Set VPL Pod
5/8" IRC
4' Conc. Walk ~,~ Iter Meter
R. 4 0 0.0 0 '__.--...~""~-.'
0'06' 49'59"
.,fi,-/I 7 7f3' ~1 ~ 20' ~phoIt Pavement ~1 ~2' Conc.
....... - ~; .... g~5.29' ~ Valley Cutter
.... .... .....
I
ADDENDUM=
4. 09-18-01 FINAL SURVEY. 18.
3. 06-04-01 FORMBOARD SURVEY,
2. 05-11-01 REVISE PLOT PLAN - ADD PATIO.
· 05-11-01 PROPOSED PLOT PLAN - MODEL 1804-L.
HA GER, PALBICKE & ASSOCIATES, INC.
PROFESSIONAL LAND SURVEYORS
`3850 N.W.BOCA RATON BLVD. SUITE ,:3, BOCA RATON, FLORIDA .334.31
PHONE: (561) .395-.3600 FAX: (551) 395-2237
MELEAR, P.U.D. - BORGATA
SCALE= I "- 20' I BOUNDARY SURVEY
DATE~ 5-10-99 I SHEET 2 OF 2 SHEETS
· HAGER, PALBICKE & ASSOCIATES, INC.
~,~.~,~,~oo ~ PROFESSIONAL LAND SURVEYORS
Certificate of Authorization L.B. No. 6772
I'I,AII'IN(; - C()NI)()MINIUMS - [,AND DEVELOPMENT - CONSTRUCTION LAYOUT - BOUNDARY - TOPOGRAPIIIC
3850 N.W. Boca Raton Blvd. Suite 3, Boca Raton, Florida 33431 Phone: (561) 395-3600 Fax: (561) 395-2237
MAP OF SURVEY
Legal Description'
Lot 18, Block 3, "MELEAR, P.U.D.", according to the Plat thereof, as recorded in Plat Book 86,
Pages 145 through 150 of the Public Records of Palm Beach County, Florida.
(Bearings are based upon the centerline of Sandalwood Drive, as shown on the Plat of "MELEAR, P.U.D.", as recorded in
Plat Book 86, Pages 145 through 150 of the Public Records of Palm Beach County, Florida, having a bearing of
N.01 °54'05"W.).
Site Data:
1.) Flood Information:
Community No: 120192 Firm Zone: B
Panel No.: 0190 Base Flood Elevation: n/a
Suffix: A Lowest Floor Elevation: +14.72, Gar. +13.98
Date of FIRM: Oct. 15, 1982 Highest Adjacent Grade: +14.2
2.) Benchmark: P.B. County Benchmark "WARD", a conc. monument at 0.25' N. of intersection of Congress Ave. & N.W. 22
Ave, 5.4' W. of walk, 290' N. of C/L of L-21 Canal; El. = +12.38 (NG.V.D.).
3.) Address: Magliano Drive, Boynton Beach, Florida
4.) Area of this Site is: 5,800 Square Feet.
This survey is certified to the following:
1. 6.
3. 8.
4. 9.
5. 10.
Notes: Legend:
1 .) Elevations when shown refer to the National Geodetic Vertical Datum (NGV D.). of 1929. B/L or I~ - Base Line
2.) This firm has made no attempt to locate footings and/or foundations or other underground improvements (unless C/L or (~ -Centerline
otherwise noted). []~]~ ~t~ - Catch Basin
3.) The lands shown hereon have not been abstracted by this firm regarding matters of interest by other parties, such as k~.~:.-~, - As-Built Elevation
easements, rights-of-ways, reservations, etc., such information should be obtained and verified by others through ·~13'= Proposed Elevation
~_~ ~=--- - Edge of Water
appropriate title verification - Flow Direction
4) This drawing is the property of Ilager, Palbicke & Associate&', Inc. and was prepared for and certified to the party '-~/~'
and/or padies indicated hereon and is not transferable or assignable, it shall not be used or reproduced whole or in ~[~ - Fire Hydrant
part without written authorization (~) - Sanitary Manhole
- Storm Drainage
5 ) All Iron Pipes/or/Rods and Nails & Discs, set by this Firm, set with Cap/or/Disc with L.B. No. 6772. ~ Manhole
6 ) All easements shown on the attached drawing are per the record plat (unless otherwise noted).
DIA = DIAMETER L E = LANDSCAPE EASEMENT P O C = POINT OF COMMENCEMENT
Abbreviations: DRAIN = DRAINAGE L M E = LAKE MAINTENANCE EASEMENT POT = POINT OF TERMINATION
A= = ARC LENGTH EASE = EASEMENT L P = LIGHT POLE R= = RADIUS
A/C =AIR CONDITIONER E OW =EDGE OF WATER IM) =MEASURED (R) =RECORD
B C R ~BRO~AtARD COUNTY RECORDS EL =ELEVATION M H =MANHOLE RNV =RtGHT OF WAY
BLDG =BUILDING ELEC =ELECTRIC N T S. =NOT TO SCALE S O =STORM DRAINAGE
lC) = CALCULATED F F = FINISHED FLOOR N&D = NAIL & DISK SEC = SECTION
CATV =CABLE T V F H =FIRE HYDRANT N&T = NAIL & TAB S S =SANITARY SEWER
C B =CATCH BASIN FPL =FLORIDA POWER&LIGHT OR B = OFFICIAL RECORDS BOOK STA. =STATION
C B S =CONCRETEBLOCK&STUCCO GAR =GARAGE PB =PLAT BOOK SVC =SERVICE
CH =CHORD FND =FOUND P B C.R =PALM aEACH COUNTYRECORDS TEL =TELEPHONE (BELLSOUTH)
C L F = CHAIN LINK FENCE INV = INVERT PG = PAGE TOB = TOP OF BANK
COL : COLUMN I P = IRON PIPE PROP = PROPOSED TYP. = TYPICAL
CONC =CONCRETE IPC =IRON PIPE & CAP PAVE =PAVEMENT UE =UTILITY EASEMENT
D= =DELTA (CENTRAL) ANGLE I R =IRON ROD PCP =PERMANENT CONTROL POINT UTIL =UTILITY
(D) = nEED I R C = IRON ROD & CAP PRM = PERMANENT REFERENCE MONUMENT W M =WATER METER
D E = DRAINAGE EASEMENT LAT. = LATERAL P O B = POINT OF BEGINNING W V = WATER VALVE
Surveyor's Certification: I hereby certify that the attached "Map of Survey" complies with the "Minimum Not Valid Unless
Technical Standards" for surveys as contained in Chapter 61G17-6, Florida Administrative Code, pursuant to Signed and Embossed
Section 472.027, Florida Statutes. with the Raised Seal
~,~//~ -- of the Attesting
,. ' Florida Registered
~ ,... ~_.~.....-~ Professional Land Surveyor
Thomas R. Palbicke, Vice Pres., Professional Land Surveyor No. 5061, State of Florida
Date of Last Field Work: September 18, 2001
Melear, P.U.D. ~ Job No.: LH M-PUD ~ Date: May 3, 2000 Sheet 1 of 2 Sheets
I
!
\\Hwa7\HWA7\HWAproj\DOCfiles\M\Melear\Block3Lot018.doc
MAP OF SURVEY,
I I ,I ~ ~ SUBJECT
\ TRACT m'E" ~ /--~ROPERTY
26 0
LOCATION MAP: "~-J--_i~L~:~/ SA. DA~WOOD DR,YE
NTS ~ ×/
LAKE
Tract" _" .
~ ;; W°tALL WORK INVOLVED ON THIS P MIT
SHALJ,-P~0NFORM I
'~ s.t D-06" 50'49" .~ ' / ]1
5/8 ~RC
BLO C~K 3
~ nonce
Bldg. Corner
O. 10' N. '-',
'3'x8' 3'x8' ~.~ .o~ ~
Conc Pod 'f-- ,"
(Prop.) (Proposed) (Prop.)
2 STORY
C.B.S. BLDG.
F.F.EL.. · 14.60
GAR.EL.-.14.85
~ MODEL 1804-L
35' x 40.67'
(Prop.)
6'x$.5' Conc. 2,004 Sq. Ft. O
Pod U/AC
14.33'
~ (Prop.) Covered
2O.67'
· Corner
I__ (Prop.) __ _ ~ I ~t~
18' Drive ~ ~ ~ ~
Set
5/8" IRC
(Prop.) 4' Conc. Walk I
Set
r-400.O0 - -
D-06° 4,9,'59" ~ '
· 1 0 oI
A-47.70 C~F-'- ~' ~ 2o' Asphalt Pavement ~: L2' Conc
~.//~' .~L CH-45.29' , alley Gutter
(40' Utility & Drainage Easement) '/~ ~ ~
(Tract "A" - Prlvote Roadway),~
ADDENDUM,
· 05-11 -01 PROPOSED PLOT PLAN - MODEL 1804-L.
HAGER, PALBICKE & ASSOCIATES, INC.
PROFESSIONAL LAND SURVEYORS
.3850 N.W.BOCA RATON BLVD. SUITE .:3, BOCA RATON, FLORIDA 5.3431
PHONE: (561) .395-3600 FAX: (561) `395-22`37
MELEAR, P.U.D. - BORGATA
SCALE: I "- 20' BOUNDARY SURVEY
DATE, 5-10-99 SHEET 2 OF 2 SHEETS
I
HA GER, PALBICKE & ASSOCIATE& INC.
~w~-t~-GeX ~ PROFESSIONAL LAND SURVEYORS
Certificate of Authorization L.B. No. 6772
PLATI'ING - CONDOMINIUMS - I,AND DF, VF~LOPMENT - CONSTRUCTION LAYOUT - BOUNDARY - TOPOGPo\PHIC
3850 N.W. Boca Raton Blvd. Suite 3, Boca Raton, Florida 33431 Phone: (561) 395-360il Fax: (56l) 395-2237
MAP OF SURVEY
Legal Description:
Lot 18, Block 3, "MELEAR, P.U.D.", according to the Plat thereof, as recorded in Plat Book 86,
Pages 145 through 150 of the Public Records of Palm Beach County, Florida.
(Bearings are based upon the centerline of Sandalwood Drive, as shown on the Plat of "MELEAR, P.U.D.", as recorded in
=let Book 86, Pages 145 through 150 of the Public Records of Palm Beach County, Florida, having a bearing of
N.01°54'05"W.).
Site Data:
1.) Flood Information:
Community No: 120192 Firm Zone: B
Panel No.: 0190 Base Flood Elevation: n/a
Suffix: A Lowest Floor Elevation:
Date of FIRM: Oct. 15, 1982 Highest Adjacent Grade:
2.) Benchmark: P.B. County Benchmark "WARD", aconc, monument at 0.25' N. of intersection of Congress Ave. & N.W. 22
Ave, 5.4' W. of walk, 290' N. of C/L of L-21 Canal; El. = +12.38 (N.G.V.D.).
3.) Address: Magi/anD Drive, Boynton Beach, Florida
4.) Area of this Site is: 5,800 Square Feet.
This survey is certified to the following:
1. 6.
2. 7.
4. 9.
5. 10.
Notes: Legend:
1.) Elevations when shown refer to the National Geodetic Vertical Datum (N.G.V.D.). of 1929. BIL or I~ - Base Line
2.) This firm has made no attempt to locate footings and/or foundations or other underground improvements (unless C/L or ~ - Centerline
~.t ?~a~ - Catch Basin
otherwise noted). - As-Built Elevation
3.) The lands shown hereon have not been abstracted by this firm regarding matters of interest by other parties, such as
easements, rights-of-ways, reservations, etc., such information should be obtained and verified by others through ~3'=z_-=-~-~ - ProposedEdge of WaterElevati°n
appropriate title verification. - Flow Direction
4.) This drawing is the property of Hager, Palbicke & Associates, Inc. and was prepared for and certified to the party
and/or parties indicated hereon and is not transferable or assignable, it shall not be used or reproduced whole or in ~ - Fire Hydrant
- Sanitary Manhole
part without written authorization. (~) - Storm Drainage
5.) All iron Pipes/or/Rods and Nails & Discs, set by this Firm, set with Cap/or/Disc with L.B. No. 6772. (~) Manhole
6.) All easements shown on the attached drawing are per the record plat (unless otherwise noted).
DIA.. = DIAMETER LE. = LANDSCAPE EASEMENT P O C = POINT OF COMMENCEMENT
Abbreviations: DRAIN. = DRAINAGE L.M E = LAKE MAINTENANCE EASEMENT P O T. = POINT OF TERMINATION
CH. = CHORD FND = FOUND P BCR = PALM BEACH COUNTY RECORDS TEL = TELEPHONE (BELLSOUTH)
C LF = CHAIN LINK FENCE INV = iNVERT PG = PAGE TO.B = TOP OF BANK
D= = DELTA (CENTRAL) ANGLE I.R. = IRON ROD PC P = PERMANENT CONTROL POINT UTIL = UTILITY
(D) = DEED I R C. = IRON ROD & CAP P.R.M = PERMANENT REFERENCE MONUMENT WM = WATER METER
D.E = DRAINAGE EASEMENT LAT = LATERAL PO O = POINT OF BEGINNING W V = WATER VALVE
Surveyor's Certification: I hereby certify that the attached "Map of Survey" complies with the "Minimum Technical Standards" for Not Valid Unless
surveys as contained in Chapter 61G17-6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Signed and Embossed
/ //~ with the Raised Seal
~,~,.a ,~>. _ · of the Attesting
~/~ ~" Florida Registered
Thomas R. Palbicke, Vice Pres., Professional Land Surveyor No. 5061, State of Florida Professional Land Surveyor
Date of Last Field Work: May 3, 2000
Melear, P.U.D. ~ Job No.: LH M-PUD ~ Date: May 3, 2000 Sheet 1 of Z Sheets
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\\Hwa7\HWA7\HWAproj\DOCfiles\M\Melear\Block3Lot018.doc
MAP OF SURVEY,
SUBJE
CT
PROPERTY
LOCATION
N,T.S,
LAKE
Tract "L-3"
(Water Management Tract)
Edge of Water
r-5o6.2o,
Set D'06° 50'49"
5/s" ~RC A'60.49'_ ..... 't';X
s~6~,,e~c
~ - - - 5--~'¢~C 20'
(Prop.) 12' x 20'
I ~'x ~5'
~ Bldg. Corner
~ 0.10' N.~
35.0(
(Proposed)
~ 2 STORY
~ C.B.S. BLDG.
~ [ F.F./L.-.I~.60
c~..~...~..~
I ~ ~o~E~
35' x 40.67'
~ (Prop.)
~ 6'xS.5'Conc. 2,004 Sq. Ft. o
Pod U/AC
(Prop.) Covered
Corner
i' N.
18' Drive ~ ~ ~
Set
5/8" iRC
(Prop,) 4' Conc. Walk
R-400.00 -
D.06° 49'59'' ~
20' Asphalt Pavement
A-47.70'
CH-45.29'
· -'-'~'-' MA GLIANO DRIVE
(40' Utility & Drainage Easement)
(Tract "A" - Prlvote Roadway)
ADDENDUM=
4.
2. 05-11-01 REVISE PLOT PLAN - ADD PATIO. 6.
I. 05-11-01 PROPOSED PLOT PLAN - MODEL 1804-L. 5.
Conc.
Volley Gutter
HA GER, PALBICKE & ASSOCIA T_b'S, INC.
PROFESSIONAL LAND SURVEYORS
.3850 N.W.BOCA RATON BLVD. SUITE 3, BOCA RATON, FLORIDA 334-31
PHONE: (561) 395-$600 FAX: (561) 395-2237
MELEAR, P.U.D. - BORGATA
SCALE; I "- 20' BOUNDARY SURVEY
DATE; 5-10-99 SHEET 2 OF 2 SHEETS
.... HA GER, PALBICKE & /tSSOCIA TES, INC.
~~-'~ PR O FESSIONAL LAN DS U RVEYO RS
Certificate of Authorization L.B. No. 6772
PLATTING - CONDOMINIUMS - LAND DEVELOPMENT - CONSTRUCTION LAYOUT - BOUNDARY - TOPOGILAPHIC
3850 N.W. Boca Raton Blvd. Suite 3, Boca Raton, Florida 33431 Phone: (561) 395-360{! Fax: (561) 395-2237
MAP OF SURVEY
Legal Description:
Lot 18, Block 3, "MELEAR, P.U.D.", according to the Plat thereof, as recorded in Plat Book 86,
Pages 145 through 150 of the Public Records of Palm Beach County, Florida.
(Bearings are based upon the centerline of Sandalwood Drive, as shown on the Plat of "MELEAR, P.U.D.", as recorded in
Plat Book 86, Pages 145 through 150 of the Public Records of Palm Beach County, Florida, having a bearing of
N.01°54'05"W.),
Site Data:
1.) Flood Information:
Community No: 120192 Firm Zone: B
Panel No.: 0190 Base Flood Elevation: n/a
Suffix: A Lowest Floor Elevation:
Date of FIRM: Oct. 15, 1982 Highest Adjacent Grade:
2.) Benchmark: P.B. County Benchmark "WARD", a conc. monument at 0.25' N. of intersection of.Congress Ave. & N.W. 22
Ave, 5.4' W. of walk, 290' N. of C/L of L-21 Canal; El. = +12.38 (N.G.V.D.).
3.) Address: Magliano Drive, Boynton Beach, Florida
4.) Area of this Site is: 5,800 Square Feet.
This survey is certified to the following:
1. 6.
2. 7.
3. 8.
4. 9.
5. 10.
Notes: Legend:
1.) Elevations when shown refer to the National Geodetic Vertical Datum (NG.V.D.). of 1929. B/L or ~ - Base Line
2.) This firm has made no attempt to locate footings and/or foundations or other underground improvements (unless ClL or ~. -Centerline
otherwise noted). [~ 1~~ - Catch Basin
3.) The lands shown hereon have not been abstracted by this firm regarding matters of interest by other parties, such as,~, ~.c.~ - As-Built Elevation
easements, rights-of-ways, reservations, etc., such information should be obtained and verified by others through ,''~3~ Proposed Elevation
~_ ~ =--- - Edge of Water
appropriate title verification. ~ - Flow Direction
4.) This drawing is the property of Hager, Palbicke & ~ssociates, Inc. and was prepared for and certified to the party
and/or parties indicated hereon and is not transferable or assignable, it shall not be used or reproduced whole or in ~ - Fire Hydrant
part without written authorization. (~ - Sanitary Manhole
5.) All Iron Pipes/or/Rods and Nails & Discs, set by this Firm, set with Cap/or/Disc with L.B. No. 6772. - Storm Drainage
6.) All easements shown on the attached drawing are per the record plat (unless otherwise noted). (~) Manhole
DIA = DIAMETER LE. = LANDSCAPE EASEMENT P O C, = POINT OF COMMENCEME.C~T
Abbreviations: DRAIN. = DRAINAGE L.M E = LAKE MAINTENANCE EASEMENT P QT. = POINT OF TERMINA'[ION
Am = ARC LENGTH EASE. ~ EASEMENT LP. = LIGHT POLE R= = RADIUS
NC = AIR CONDITIONER E.OW, = EDGE OF WATER (M) = MEASURED (R) = RECORD
B.C.R, = BROWARD COUNTY RECORDS EL. = ELEVATION M H = MANHOLE RNV = RIGHT OF WAY
BLDG, = BUILDING ELEC, = ELECTRIC N.T.S = NOT TO SCALE SD = STORM DRAINAGE
(C) = CALCULATED F.F. = FINISHED FLOOR N&D = NAIL & DISK SEC. = SECTION
CATV. ~ CABLE T.V F.H = FIRE HYDRANT N&T = NAIL & TAB SS = SANITARY SEWER
C.B. = CATCH BASIN FPL = FLORIDA POWER & LIGHT O.R.B = OFFICIAL RECORDS BOOK STA = STATION
C.BS. = CONCRETE BLOCK & STUCCO GAR = GARAGE P.B = PLAT BOOK SVC. = SERVICE
CH. = CHORD ' FNO = FOUND P.E C.R = PALM BEACH COUNTY RECORDS TEL. = TELEPHONE {BELLSOUTH)
C.L.F, = CHAIN LI~ FENCE INV = INVERT PG = PAGE TO B. = TOP OF BANK
COL. = COLUMN I.P. = IRON PiPE PROP = PROPOSED TYP = TYPICAL
CONC. = CONCRETE IP C, = IRON PIPE & CAP PAVE. = PAVEMENT UR. = UTILITY EASEMENT
D= = DELTA (CENTRAL) ANGLE I.R. = IRON ROD PC.P. = PERMANENT CONTROL POINT UTIL. = UTILITY
(D} = DEED I.R.C. = iRON ROD & CAP PRM. = PERMANENT REFERENCE MONUMENT W M = WATER METER
D E = DRAINAGE EASEMENT LAT = LATERAL POi = POINT OF BEGINNING WV = WATER VALVE
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Surveyor's:~"ertification: I hereby certify that the attached "Map of Survey" complies with the "Minimum Technical Standards" for Not Valid Unless
surveys as contained in Chapter 61G17-6, Florida Administrative Code, pursuant to Section 472.027, Florida Statutes. Signed and Embossed
~,~, .~/~___~ with the Raised Seal
~. '_.~. of the Attesting
..... Florida Registered
Thomas R. Palbicke, Vice Pres., Professional Land Surveyor No. 5061, State of Florida Professional Land Surveyor
Date of Last Field Work: Ma~/3, 2000
Melear, P.U.D. ~ Job No.: LH M-PUD ~ Date: May 3, 2000 Sheet 1 of 2 Sheets
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