DRAWING INDEX ~J

GENERAL NOTES:

ALL USES ARE RESIDENTIAL.

UNDERGROUND UTILITIES AND IMPROVEMENTS ARE NOT SHOWN.

ELEVATIONS ARE BASED ON N.A.V.D. OF 198B AND NGS BENCHMARK "BUCK".

ROOF OVERHANGS, DECORATIVE WALLS, SEWER, WATER, ELECTRIC LINES AND SERVICE BOXES ARE NOT SHOWN.

THE DEVELOPER RESERVES THE RIGHT TO GRANT EASEMENTS FOR INGRESS/EGRESS, DRAINAGE, UTILITIES, RECREATIONAL PURPOSES AND OTHER ITEMS ADDRESSED IN THE DECLARATION OF CONDOMINIUM.

THESE DRAWINGS ARE PREPARED />S SURVEYOR'S EXHIBITS TO THE DECLARATION OF CONDOMINIUM FOR "SANTA LUZ, A CONDOMINIUM". THIS CONDOMINIUM IS SUBJECT TO THE PROVISIONS SET FORTH IN SAID DECLARATION. REFER TO THE DECLARATION OF CONDOMINIUM FOR DEFINITIONS PERTAINING TO EASEMENTS, COMMON ELEMENTS, LIMITED COMMON ELEMENTS AND UNIT BOUNDARIES.

BEARINGS 8/>SED ON THE RECORDED PLAT WITH THE EAST RIGHT-OF-WAY LINE OF WESTLINKS DRIVE BEARING N00"40'44"W.

SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS-OF- WAY (RECORDED AND UNRECORDED).

ALL BUILDINGS AND IMPROVEMENTS SHOWN HEREON ARE PROPOSED EXCEPT />S NOTED. PROPOSED SITE IMPROVEMENTS ARE FROM ARCHITECTURAL AND CIVIL PLANS />S PROVIDED BY CLIENT.

THE PHASE LINES ARE SUBJECT TO REVISION DEPENDING ON THE ACTUAL SEQUENCE OF CONSTRUCTION.

LEGEND m STORM MANHOLE EB = ELECTRIC METER Iii = ELECTRIC BOX

1111 CATCH BASIN ~ IRRIGATION VALVE ~ WATER VALVE ® SANITARY MANHOLE (i) TELEPHONE BOX <i> FIRE HYDRANT Cr) = YARD DRAIN IQI CABLE TELEVISION BOX

[ij = TRANSFORMER ® = WATER METER

-BFP- = BACK FLOW PREVENTER @ = CLEANOUT

EXHIBIT "D" TO CONDOMINIUM DECLARATION OF

SANTA LUZ, A CONDOMINIUM

LYING IN SECTION 18, TOWNSHIP 45 SOUTH, RANGE 26 EAST

LEE COUNTY, FLORIDA

w ::::> z w ~ w z ::J w w Cl:'. I-

DANIELS PARKWAY

PROJECT LOCATION

VICINITY SKETCH NOT TO SCALE

THE CONSTRUCTION OF THE IMPROVEMENTS ARE NOT SUBSTANTIALLY COMPLETE AT THIS TIME UNLESS SHOWN OTHERWISE.

! ~J

TO S.R. 82

CONDOMINIUM PLAT BOOK PAGE

DRAWING INDEX

SHEET NO. TITLE

1 COVER SHEET 2 BOUNDARY SURVEY 3 UTILITY EASEMENTS 4 OVERALL PLOT PLAN 5 OVERALL PHASING PLAN 6 OVERALL PHASING PLAN- TABLES 7 DETAIL PHASE I 8 DETAIL PHASE II 9 DETAIL PHASE Ill 10 DETAIL PHASE IV 11 DETAIL PHASE V 12 DETAIL PHASE VI 13 DETAIL PHASE VII 14 DETAIL PHASE VIII 15 DETAIL PHASE IX 16 DETAIL PHASE X 17 DETAIL PHASE XI 18 UNIT BOUNDARIES-GROUND FLOOR 19 UNIT BOUNDARIES-SECOND FLOOR 20 VERTICAL BOUNDARIES 21 FLOOR PLAN-GROUND FLOOR 22 FLOOR PLAN-SECOND FLOOR 23 BUILDING 1-UNIT BOUNDARIES-GROUND FLOOR 24 BUILDING 1-UNIT BOUNDARIES-SECOND FLOOR

CERTIFICATION FDR BOUNDARY SURVEY:

*NDT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.

~ SCOTT C. WHITAKER, P.S.M., NO. LS4324 PROFESSIONAL SURVEYOR & MAPPER STATE OF FLORIDA - THIS SURVEY WAS PREPARED WITHOUT BENEffi OF

ABSlRACT OF mu: AND ALL MATTtRS OF mu: SHOULD BE REFERRED TO AN ATTORNEY AT LAW.

- THIS CERTIFICATION IS ONLY FOR THE LANDS DESCRIBED HEREON.

- IT IS NOT A CERTIFICATION OF mLE, ZONING, SETBACKS, OR FREEDOM OF ENCUMBRANCES.

COVER SHEET

Bean, Whitaker, Lutz & Kareh, Inc. !LB ms)

CONSULTING ENGINEERS - SURVEYORS AND MAPPERS - PLANNERS

13041 MCGREGOR BOULEVARD, FORT MYERS, FLORIDA 33919-5910 (239) 481-1331

CD41188_ 1.DWG DATE PROJECT NO.

11-16-10 41188 DRAWN BY

CNA SCALE SHEET FILE NO. (S- T-R)

1 ": N A ..1._0F ~ 18-45-26

H z Cll 1--,3 ~

* I\)

0 I-' I-' 0 0 0 I-' 0 I\)

0 -.J -.J

(X)

-.J

0 Hi

I-' I-' 0

( TRACT "H" ,Z ( (WATER MANAGEMENT) Cl:: 11, (G.S.D.D.E.) TRACT "I"

I LAKE

(G.S.D.D.E.) BENCHMARK: L 13 L 1 EL.=+26.90' LB L9 L10 L11 L

12 4 l1s LAKE

SURVEY PLAT OF

TRACT "L" GATEWAY PHASE 9

AS RECORDED IN PLAT BOOK 47, PAGES 10-20 LYING IN

I / ;~,.,, (WATER MANAGEMENT)

(N.A.V.D.1988) L7 ___ - - -.... <;6'

(SEE NOTE "A") I - - - - '-- <,, ! SECTION 18, TOWNSHIP 45 SOUTH, RANGE 26 EAST,

11 I I LINE BEARING DISTANCE \ ...> L1 N89'19'16"E 25.43' C.

BENCHMARK: j L2 N00'51'1B"E 1.58' Ci>

SET N/D LB4919 L3 N04'55'05"W 19.01 • S EL.=+25.96' I L4 N15'33'39"W 16.21' I "' (N.A~.V.D

1.1988\ I ~~ ~:~:~~·.;~~.~ ;~::~: \ ~

"<DI L7 S86'01 '04"E 20.81' LB sa9•37'01·w 31.04• ~

I L9 N89'25'56"E 37.84' \

:Cngl I L10 SB6'19'3B"W 46.15' ~ LL .- L 11 N88'10'27"E 41.00' \

~~ 0 I L12 N84'11'23"E 39.96' o:: rn I _co I L13 Ns5·30'15"E 30.66' ~ 1- o...w · I ·co L 14 S83'07'54"E 28.98' \

I W l15 S63'16'53"E 29.13' ~

t3 > LO L16 S47'38'11"E 29.00' gi I 0:: ~ L17 S36'45'50"E 27.58' \ <,.:,-s Z · C) I"-- L18 N15'13'56"W 24.44'

240' I

N

~ 120'

I I I I

LAKE

TRACT "H" (WATER MANAGEMENT)

(G.S.D.D.E.)

~ \ °0' L 19 N03' 11 '36''W 26.33' \__ ~6' ~ :S:: (I) L20 N02'27'01 "W 30.04' "-._ ,. : <t: L21 N11'39'05"W 38.83' A <,2>

I Z ~ en l22 N18'01'32"W 38.91' ,r "'- ( ::J o (.') L23 N25'20'49"W 38.48' G.S.D.D.E. '-- <6' I- -.;t- Z L24 S32'41'22"E 34.17' 20' LAKE "-.. l:?9

o· I

LEE COUNTY, FLORIDA

NOTES: SURVEY BASED ON THE RECORDED PLAT AND FOUND MONUMENTATION.

BEARINGS BASED ON THE RECORDED PLAT WITH THE EAST RIGHT-OF-WAY LINE OF WESTLINKS DRIVE BEARING N00"40'44"W.

ELEVATIONS ARE BASED ON N.A.V.D. OF 1988 AND NGS BENCHMARK "BUCK".

DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF.

PARCEL SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS AND RIGHTS- OF-WAY (RECORDED AND UNRECORDED, WRITTEN AND UNWRITTEN).

THIS PARCEL LIES IN NO SPECIAL FLOOD HAZARD AREA, WITH NO BASE FLOOD ELEVATION PER FLOOD INSURANCE RATE MAP NUMBER 12071C0434F, PANEL NOT PRINTED AND INDEX DATE BEING 8-28-08 (COMMUNITY NAME: LEE COUNTY AND COMMUNITY NUMBER 125124). THE ELEVATIONS ON THE NEW FLOOD MAPS ARE BASED ON N.A.V.D. OF 1988.

Cf) 8 ~ L25 N39'46'10"W 38.75' MAINTENANCE '--.--.__ lJo L3 W z w L26 N45'34'28"W 36.64' EASEMENT -- ----:... ... 7:,7...--<..J,3-$ \ e L27 S55'14'26"E 41.95' .....___ ~

THE F.E.M.A. FLOOD ZONE INFORMATION INDICATED HEREON IS BASED ON MAPS SUPPLIED BY THE FEDERAL GOVERNMENT. THIS FLOOD INFORMATION MUST BE VERIFIED WITH ALL PERMITTING REGULATORY ENTITIES PRIOR TO COMMENCING ANY WORK OR APPLICATION DEPENDENT ON SAID FLOOD INFORMATION.

L28 N62'10'15"W 41.13' I L29 N69'37'57"W 39.03'

I L30 N70'00'46"W 36.79' L31 S86'57'43"E 27.54'

I L32 S70'59'38''W 4.78' L33 S52'16'53"E 43.57'

,l L34 N89"19'16"E 38.73'

w I"-:) BENCHMARK:

SUBJECT PARCEL

TRACT "L" (FUTURE DEVELOPMENT)

-~ j I I SET N/D L~4919

, I I I EL.=+25.85 EXISTING IMPROVEMENTS

ARE NOT SHOWN

- D.E. & U.E. NOTE "A":

L34

~ r-'). ~N

IRON RODS "SET" ARE 5/8" X 18• REBAR WITH YELLOW CAP BEARING CORPORATION NO. LB4919.

UNDERGROUND IMPROVEMENTS, UTILITIES AND/OR FOUNDATIONS WERE NOT LOCATED UNLESS OTHERWISE NOTED.

WETLANDS, IF ANY, WERE NOT LOCATED.

THIS PLAT PREPARED AS A BOUNDARY SURVEY AND IS NOT INTENDED TO DELINEATE THE JURISDICTION OR JURISDICTIONAL AREAS OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER ENTITY.

~ {I - lr(1NO.~.V.D.1988)

I BENCHMARK: - 35' EL.=+26.67'

BENCHMARK ELEVATIONS AS SHOWN ON PROJECT

PLANS PREPARED BY HOLE MONTES DATED 1 /14/03.

OC) r-N ~ rri"<t o~ (/)

PARCEL CONTAINS 8.41 ACRES (366,551 SQUARE FEET) MORE OR LESS.

SURVEY MEETS OR EXCEEDS THE ACCURACY STANDARDS OF AN URBAN SURVEY (1:15,000).

25' \ (N.A.V.D.1988) V- (SEE NOTE "A")

z1 a:: I

LEGEND O.E. = DRAINAGE EASEMENT U.E. = UTILITY EASEMENT El. = ELEVATION O.R. = OFFICIAL RECORD BOOK N.A.V.D. = NORTH AMERICAN VERTICAL DATUM

N89'19'16"E 591.54'

TRACT "M" (FUTURE DEVELOPMENT)

LAKEVIEW AT SUMMERWIND, A CONDOMINIUM

G.S.D.D.E. = GATEWAY SERVICES DISTRICT DRAINAGE EASEMENTS • = FOUND 5/8" IRON ROD WITH CAP STAMPED LB1772 • = FOUND 4"X4" CONCRETE MONUMENT (ILLEGIBLE)

PARCEL STRAP NO.: 18-45-26-32-000L0.0000.

DATE OF LAST FIELD WORK: 11-16-10.

As~~~ii~~?uM .---- "-___________ B_O_U_N_D_A_R_Y_S_U_R_V_E_Y---1 \

GOLFVIEW AT ""

Bean, Whitaker, Lutz & Kareh, Inc. (LB 4919)

CIVIL ENGINEERS - SURVEYORS AND MAPPERS - PLANNERS


CD41188 2.DWG DATE I PROJECT NO,

11-16-10 4118B !DRAWN BY

CNA !

SCALE !SHEET l"LE NO. (S-T-R)

1 "= 120' 2 OF 24 18-45-26

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I I ~ I

BOUNDARY OF TRACT "L"

PROPOSED 15' G.S.D.D.E.

PROPOSED PHASE X

PROPOSED PHASE IV

PROPOSED PHASE V

(RECREATION AREA)

PROPOSED 1 O' G.S.D.D.E. ; ~

~ (1)3------

j <C • PRIVATE ROADWAY & U.E. w ro~ ---1-

:::i 10·0 0 . ~:-1"

~ I' I~~ ~~~

25' : 1--C 1----1 o· o.E & u.E. "ti ~ (PER PLAT)

Z N89'19'16"E o:: I

PROPOSED PHASE II

591.54'






LEE COUNTY, FLORIDA

! EXISTING LAKE

N

~ 240' 120· o·

PROPOSED PHASE VI LEGEND

PROPOSED PHASE III

L34

3: ~-,-N

CX) ": Nr,, hv 0,(/)

D.E. = DRAINAGE EASEMENT U.E. = UTILITY EASEMENT G.S.D.D.E. = GATEWAY SERVICES

DISTRICT DRAINAGE EASEMENTS

UTILITY EASEMENTS

Bean, Whitaker, Lutz & Kareh, Inc. (LB 4910>


13041 MCGREGOR BOULEVARD, FORT MYERS, FLORIDA 3391~5910 (239) 481-1331

CD41188_3.DWG DATE PROJECT NO.

11-16-10 41188 DRAWN BY

CNA SCALE SHEET FlLE NO. (S-T-R)

1"= 120' .,L0F.11_ 18-45-26

H z Cll 1-,3 ~

* I\)

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0 -..J -..J

tu Ill lQ CD

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11

LEGEND

~r-----1------

BUILDING 1 IS COMPLETE

C.E. = COMMON ELEMENT C.B.S. = CONCRETE BLOCK STRUCTURE

BOUNDARY OF TRACT ''L"





LEE COUNTY, FLORIDA

2-STORY 4 UNIT

C.B.S. BUILDING (TYPICAL)

CONDOMINIUM BOUNDARY LINE

~ N

~ 240' 120· o·

NOTE: ALL BUILDINGS ARE PROPOSED AT THIS TIME EXCEPT FOR BUILDING 1, WHICH IS COMPLETE. BUILDINGS 2, 3, 4, 5, 14 & 15 ARE PARTIALLY CONSTRUCTED.

OVERALL PLOT PLAN

Bean, Whitaker, Lutz & Kareh, Inc. (LB m9)



CD41188_4.DWG DATE PROJECT NO,

11-16-10 41188 DRAWN l<1

CNA SCALE SHEET FlLE NO. (S- T-R)

1"= 120' ..LDF.2.i 18-45-26

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BOUNDARY OF EXISTING TRACT "L" LAKE

LB L9 L10 L11 L12 L13 L14 I: I~ o

L56 L57 ____ - - -..._

~ PROPOSED -~ ~ \ I O ·co .f'-'

~ PHASE IX~ b P.O.B. I ~ ~ P.O.B. PHASE IX I (:'; PHASE VIII

PROPOSED PHASE VIII

P.b~s. \ '-.... ~51 L5o L5\49 L53P.c.

PHAI LSE ,v_0

"- ~ "' ,,,.,, • .,.,. 64.72' ~ . ~ o~

L43 C? b

~ .1 PROPOSED ~ ~ ,l W ~ PHASE X . .~

_111 I>~ cvlr) co~ a:: 1 ;;· ~.,_ ;_t:\I a I j ~~ ~ oc []) ~

1- ~. z P.O.B. <{I _J 1,," lg I~ PHASE X ~-~"'

PROPOSED PHASE IV

2 in PROPOSED ... .,.J-<P, 2 I -[S ; PHASE V ""i ,,:f-'~

I ~ (RECREATION AREA) ~ ,,.\'=' D'

I I <S.,. <:>• CJ I 35 ' -~- s of:>· PROPOSED <,,.6' <~

25' - P.O.B. P.O.B. PHASE XI

I V-PHASE V PHASE Xl~y.-' "'"~ .~ <,,.,, ,,-/ Ii ~ .... ~ ,db I I

~ L3S l.36 N89'56'06"E C10 C16 1\<:, N11'17'30"E ~R p LL! ~ I x2':~ 129.30' P.C. C1 r;:; C3 c,,':l 1 · · ::> j "St w w w <o -' /,"-' \

o i- ,,,....._r--I~~~ !:J a, g/.0 s11•05•43"E~





EXISTING LAKE

PROPOSED PHASE VI

LEE COUNTY, FLORIDA

! N

~ 240' 120' o·

LEGEND P.O.C. = POINT OF COMMENCEMENT P.O.B. = POINT OF BEGINNING P.C. = POINT OF CURVE P.T. = POINT OF TANGENCY P.R.C. = POINT OF REVERSE CURVE R.P. = RADIUS POINT D.E. = DRAINAGE EASEMENT ~ I ~ I 0.. 0.. 0.. '.'.3 ~/ ~

. (f),. a:ia:ia:i ~ 1:g ---!§

1

1 ~ ~ ~ c:i c:i c:i EXISTING _, 1 z

\.__ P.O.B. ~ PHASE VI

U.E. = UTILITY EASEMENT G.S.D.D.E. = GATEWAY SERVICES

I · 0 o.o.o. PHASE I 0 ~ ~ coo .f'-' PROPOSED ~i; I,_,_,_ ·g; ~o I i<>bb c:i ~ PHASE II

z ci~~ ~8 e 1~~~ w 459.54' 206.96'

P.O.C.

252.58'

N89' 19' 16"E P.O.B. PHASE I

PHASES II, Ill, IV, V, VI, VII, VIII, IX, X, XI

\ 591.54'

P.O.B. PHASE II


,. • st N st ~o 0 st ~ b

t

0 z

P.O.B.

PROPOSED PHASE III

132.00'

I").

i;;~ NI"') hv o~ (f)


*SEE SHEET 6 FOR LINE AND CURVE DATA TABLES.

OVERALL PHASING PLAN

PHASE Ill Bean, Whitaker, Lutz & Kareh, Inc. (LB ~010)

CIVIL ENGINEERS - SURVEYORS AND MAPPERS· PLANNERS


CD41188_5.DWG DATE PROJECT NO.

11-16-10 41188 DRAWN 8'f

CNA SCAU SHEIT Fllf NO, (S-T-R)

1"= 120' i..DFM 18-45-26

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CURVE TABLE CURVE RADIUS DELTA ANGLE ARC LENGTH C1 1117.50' 02'26'28" 47.61' C2 54.75' 221·11 ·12" 211.36' C3 1117.50' 02"52'26" 56.06' C4 54.75' 83'32'58" 79.84' cs 617.50' 04'34'31" 49.31' C6 54.75' 63"35'25" 60.76' C7 97.50' 35·39'51" 60.69' CB 582.50' 20·37'39" 209.71' C9 117.50' 68"15'12" 139.97' C10 1117.50' 01"51'16" 36.17' C11 54.75' 74"02'48" 70.76' C12 117.50' 03"10'19" 6.50' C13 582.50' 18"34'23" 188.82' C14 582.50' 02"03'16" 20.89' C15 117.50' 65"04'53" 133.47' C16 1117.50' 03"27'38" 67.50'

LINE TABLE LINE BEARING DISTANCE LINE L1 N89" 19' 16"E 25.43' L32 L2 S00'51 '18"W 1.58' L33 L3 S04"55'05"E 19.01' L34 L4 S15"33'39"E 16.21' L35 LS S41"16'53"E 10.95' L36 L6 S6,44'29"E 13.66' L37 L7 S86'01 '04"E 20.81' L38 LB N89'37'01 "E 31.04' L39 L9 N89"25'56"E 37.84' L40 L10 S86"19'38"W 46.15' L41 L11 S88"10'27"W 41.00' L42 L12 S84"11 '23"W 39.96' L43 L13 S85'30' 15"W 30.66' L44 L14 N83"07'54"W 28.98' L45 L15 N63"16'53"W 29.13' L46 L16 N47"38'11"W 29.00' L47 L17 N36"45'50''W 27.58' L48 L18 N15"13'56"W 24.44' L49 L19 N03"11 '35''W 26.33' L50 L20 N02'27'01 "W 30.04' L51 L21 N11"39'05"W 38.83' L52 L22 N18"01 '32''W 38.91' L53 L23 N25"20' 49"W 38.48' L54 L24 N32"41 '22"W 34.17' L55 L25 N39"46'10"W 38.75' L56 L26 N45"34'28''W 36.64' L57 L27 N55"14'26"W 41.95' L58 L28 N62"10'15''W 41.13' L59 L29 N69"37'57"W 39.03' L60 L30 N70"00'46''W 36.79' L61 L31 N86"57' 43"W 27.54' L62

I CONDOMINIUM PLAT BOOK PAGE

EXHIBIT "D" TO CONDOMINIUM DECLARATION OF SANTA LUZ,

A CONDOMINIUM LYING IN

CHORD LENGTH CHORD BEARING SECTION 18, TOWNSHIP 45 SOUTH, RANGE 26 EAST 47.61' S88'50' 40"E LEE COUNTY, FLORIDA 102.50' N31'42'19"W 56.05' N86'11 '13"W 72.95' NJ7'06' 48"E UNIT NUMBERING SCHEME 49.30' N40'45'23"W 57.69' S69'29'48"W 8UILDING/i LL UL LR UB 59.71' S60'52'35"E 208.58' S32"43'49"E 1 B1-201 81-202 81-101 B 1-102 131.84' S56'32'36"E 2 82-201 82-202 B2-101 B2-102 36.17' S89'08'16"E 3 83-201 83-202 83-101 83-102 65.93' S41"41'06"E 4 84-201 84-202 84-101 B4-102 6.50' S24"00'09"E 5 B5-201 85-202 85-101 B5-102 188.00' N31"42'11 "W 6 86-201 86-202 86-101 86-102 20.89' S42"01 '01 "E 7 87-201 87-202 87-101 B7-102 126.41' S58'07' 45 "E 8 B8-201 88-202 88-101 B8-102 67.49' S86'28'48"E 9 89-201 89-202 89-101 89-102

10 810-201 810-202 810-101 B10-102 BEARING DISTANCE 11 B11-201 811-'-202 811-101 B11-102 S70"59'38"W 4.78' 12 812-201 812-202 812-101 812-102 N52"16'53"W 43.57' 13 813-201 813-202 813-101 B13-102 N89'19'16"E 38.73' 14 814-201 814-202 814-101 B14-102 N89'56'06"E 34.33' 15 815-201 815-202 815-101 815-102 S81"32'03"E 50.56' 16 B16-201 816-202 816-101 B16-102 S02"22'34"W 29.41'

KEY: LL= LOWER LEFT UL= UPPER LEFT LR= LOWER RIGHT UR= UPPER RIGHT S26'34'02"W 10.89' (AS VIEWED FROM THE DRIVEWAY OF EACH BUILDING) soo· 40• 44"E 21.96' S05"28' 16"W 18.56' PHASE AREA TABLE BUILDING UNIT TABLE N43"02'39"W 16.53' S43"36'15"E 34.14' PHASE I = 46,722 S.F. = 1.07 ACRES PHASE BUILDING #. UNITS S89" 19'49"W 32.30' PHASE II = 45,068 S.F. = 1.03 ACRES I 1 & 2 8 S80"47'58''W 50.56'

PHASE Ill = 22,061 S.F. = 0.51 ACRES II 3 & 4 8 PHASE IV = 54,005 S.F. = 1.24 ACRES Ill 5 4 S66"04'23''W 38.62' PHASE V = 37,487 S.F. = 0.86 ACRES IV 14 & 15 8 N43'02'39"W 47.70' PHASE VI = 40,140 S.F. = 0.92 ACRES V REC AREA 0 S43"02'39"E 29.49' PHASE VII = 30,496 S.F. = 0.70 ACRES VI 6 & 7 8

S22'25'00"E 24.13' PHASE VIII = 41,032 S.F. = 0.94 ACRES VII 8 & 9 8 N89"19'49"E 79.43' PHASE IX = 18,412 S.F. = 0.42 ACRES VIII 10 & 11 8 S82"08'21 "E 50.56' PHASE X = 18,138 S.F. = 0.42 ACRES IX 12 4 N89" 19' 49"E 32.31'

PHASE XI = 12,990 S.F. = 0.30 ACRES X 13 4 S61"25'31"W 48.73' TOTAL PARCEL 366,551 S.F.

XI 16 4 = = 8.41 ACRES TOTAL UNITS 64 N89" 19' 49"E 34.98' S89"19'49"W 44.45' N14"41'33"E 4.56'

OVERALL PHASING PLAN -TABLES N89"25'56"E 24.34' S89"25'56"W 13.50' Bean, Whitaker, Lutz & Kareh, Inc. N02"27'01 "W 4.03' (LB ,111u)

N02"27'01 "W 26.01' CIVIL ENGINEERS - SURVEYORS AND MAPPERS - PLANNERS N45"34'28"W 22.47' 13041 MCGREGOR BOULEVARD, FORT MYERS, FLORIDA 33919-5910 (239) '4l!1-1JJ1 N45"34'28"W 14.17' CD41188 6.DWG N43"02'39"W 64.22' DATE l PROJECT NO. IORAWN BY I SCAIL I SHEET I F1LE NO. (S-T-R)

4-05-11 ADDED UNIT NUMBERING SCHEME 11-16-10 41188 CNA 1"= N/A 6 OF 24 18-45-26

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z ~ x w

t,u I

LEGEND A/C = AIR CONDITIONER P.O.B. = POINT OF BEGINNING (TYP) = TYPICAL C.E. = COMMON ELEMENT L.C.E. = LIMITED COMMON ELEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT G.S.D.D.E. = GATEWAY SERVICES


I 34.33' N89"56'06"E

I~

:GRASS co r--0 ~

I '?' I st

C.E. st b I st b

I 0 z

A/C UNITS L.C.E.

\ J_ ______

wl 51.6'

.::i I oil I GRASS

~I 2~ C.E.

'\_I P.O.B. I'- PHASE I I




LEE COUNTY, FLORIDA


PROPOSED PHASE V

{RECREATION AREA) EXISTING BRICK WALK

PROPOSED PHASE XI

50,56' S87"32'0J"£

EXISTING ASPHALT PARKING

C.E.

N89"56'06"E

BOUNDARY OF PHASE I

ROADWAY

EXISTING BUILDING

C1

100'

10.89'

21.96'

50' o·

NOTE: FINAL LIFT OF ASPHALT NOT IN PLACE AT THIS TIME.

CURVE 1 R=1117.50' t.=02"26'28" A=47.61' CH=47.61' CB=S88"50' 40"E

EXISTING BUILDING (COMPLETE)

(UNDER CONSTRUCTION) , ~-~ .. PROPOSED PHASE Il

LINE L1 L2 L3 L4

BUILDING 1

EXISTING ~I

PHASE I ~I

BEARING N00"40'44"W N89"56'06"E N81"24'15"E N89"56'06"E

26.6' CURVE 2

BUILDING 2 BOUNDARY OF PHASE I

R=1082.50' t.=02" 18'29" A=43.61' CH=43.60' CB=S88"54'39"E GRASS

C.E.

IIll S89"19'16"W 252.58'

DISTANCE 190.78' 33.79' 50.56'

129.30'

~I ~I

C.E.

WW (.f) (.f) <( <( :r: :r: CL CL

DETAIL PHASE I

Bean, Whitaker, Lutz & Kareh, Inc. {LB 4919>




11-16-10 41188 DRAWN BY

CNA

SCALE SHEET FlLE NO. (S- T-R)

1"= 50' .l.._OF ..£1. 18-45-26

H z Cll 1-,3 ~

* I\)

0 I-' I-' 0 0 0 I-' 0 I\)

0 -..J -..J

I-' I-' 0

PROPOSED PHASE V

S02"22'.34"W 29.41'

soo· 40• 44 "E

S05"28' 16''W

EXISTING PHASE I

S00'40'44"E

LEGEND

BOUNDARY OF PHASE II

A/C = AIR CONDITIONER P.O.B. = POINT OF BEGINNING (TYP) = TYPICAL C.E. = COMMON ELEMENT

WW VJ VJ <i: <i: II 0.. 0..

' L.C.E. = LIMITED COMMON ELEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT G.S.D.D.E. = GATEWAY SERVICES


PROPOSED PHASE XI

BUILDING 3




LEE COUNTY, FLORIDA

26.7'

BUILDING 4 C.E.


100' 50'

CURVE 1 R=54.75' 6=221"11'12" A=211 . .36' CH=102.50' CB=S.31"42'19"E

CURVE .3 R=27.50'

6=141'46'08" A=68.04' CH=51.97' CB=S27"50'25''W

CURVE 5 R=1082.50'

6=07"28'41" A=141.28' CH=141.18' CB=S84"01 '04"E

LINE BEARING L1 S43'02'39"E L2 S86"04'17"E

o·

CURVE 2 R=1117.50'

6=02"52'26" A=56.06' CH=56.05' CB=S86'11 '13"E

CURVE 4 R=1117.50' 6=03'28'28" A=67.77' CH=67.76' CB=N83"00'45"W

CURVE 6 R=54.75 6=15'02'26" A=14.37' CH=14.33' CB=N86'24'30"E

DISTANCE 1.56'

49.62'

IC! I"' N

PROPOSED PHASE II 1111

10'! I <t

N

C.E.

N89"19'16"E 206.96'

WW VJ VJ <i: <i: :C I 0.. 0..

BOUNDARY OF PHASE 11

P.O.B. PHASE II

DETAIL PHASE II

Bean, Whitaker, Lutz & Kareh, Inc. !LB mg> CIVIL ENGINEERS - SURVEYORS AND MAPPERS - PLANNERS

13041 MCGREGOR BOULEVARD, FORT MYERS, FLORIDA 33919-5910 (239) 481 -1331


11-16-10 41188 DRAWN BY

CNA SCAlE SHEET Fll£ NO. (S-T-R)

1"= 50' _LOF _1± 18-45-26

H z Cll 1-,3 ~

* I\)

0 I-' I-' 0 0 0 I-' 0 I\)

0 -..J -..J

0 Hi

I-' I-' 0

--



N14'41'33"E

N00'40'44"W

PROPOSED PHASE Il




LEE COUNTY, FLORIDA

WW l/) l/) <C <( II CL CL

\

PROPOSED PHASE III S89'19'16'W 132.00'

I I. I"? I'° I ,,-,

PROPOSED PHASE VI

C.E.

C.E.

IIII

34.14'

IIII

CONDOMINIUM PLAT BOOK

100·

CURVE 1 R=54.75'

t,.=83'32'58" A=79.84' CH=72.95' CB=N37'06' 48"E

! N

~ 50'

PAGE

o·

P.O.B. DETAIL PHASE Ill PHASE Ill



13041 MCGREGOR BOULEVARD, FORT MYERS. FLORIDA 33919-5910 (239) 4B1-1331

CD41188_9.DWG DAT!: PROJECT NO. DRAWN fN SCALE SHEET fll.f: NC. (S-T-R)

11-16-10 41188 CNA 1 "= 50' ,LOF .11_ 18-45-26

H z en 1-,3 ~

* I\)

0 I-' I-' 0 0 0 I-' 0 I\)

0 -..J -..J

tu Ill lQ CD

z i:::

fr CD Ii

\0 Ul

0 Hi

I-' I-' 0

P.0.8. PHASE IV

IX 79.43' IV N89'19 49 E

C.E.

w u.il > ::,I ~ ~, Cl w en o I :::ii::. I z 2

PROPOSED PHASE X

::J I ~ I

~ I I

CURVE 1 R=117.50' 6.=68" 15' 12" A=139.97' CH=131.84' CB=S56"32'36"E

CURVE 3 R=97.50

6.=35"39'51" A=60.69' CH=59.71' CB=S60"52'35"E

CURVE 6 R=617.50' 6.= 16"03'08" A=173.00" CH=172.44' CB=N30"26'34"W

LEGEND

CURVE 2 R=582.50' 6.=20"37'39" A=209.71' CH=208.58' CB=S32"43'49"E

CURVE 4 R=54.75

6.=63"35'25" A=60.76' CH=57.69' CB=S69"29' 48"W

CURVE 7 R=82.50 6.=68"15'12" A=98.28' CH=92.57' CB=N56'32'36"W

A/C = AIR CONDITIONER P.O.B. = POINT OF BEGINNING (TYP) = TYPICAL C.E. = COMMON ELEMENT L.C.E. = LIMITED COMMON ELEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT G.S.D.D.E. = GATEWAY SERVICES


PROPOSED PHASE V

CURVE 5 R=617.50 6.=04"34'31" A=49.31' CH=49.30' CB=N40" 45'23"W

LINE BEARING L 1 N22"25'00"W L2 S89'19'49"W

CONDOMINIUM PlAT BOOK PAGE




LEE COUNTY, FLORIDA

PROPOSED PHASE VII

PROPOSED PHASE XI

DETAIL PHASE IV

100'

BOUNDARY OF PHASE IV

50'

/ /

o·

PROPOSED PHASE VI

Bean, Whitaker, Lutz & Kareh, Inc. (LB 4919J

CIVIL ENGINEERS· SURVEYORS AND MAPPERS - PLANNERS


CD41188_10.DWG DATE PROJECT NO. DRAWN BY SCALE SHEET FlLE NO. {S-T-R)

11-16-10 41188 CNA 1 "= 50' .lQ. OF M 18-45-26

H z Cll 1-,3 ~

* I\)

0 I-' I-' 0 0 0 I-' 0 I\)

0 -.J -.J

I-' I-' 0

LEGEND

-b ~ w > ~ 0

~ z ::i 1-U) w $

P.0.8. PHASEV

P.0.8. = POINT OF BEGINNING C.E. = COMMON ELEMENT L.C.E. = LIMITED COMMON ELEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT G.S.D.D.E. = GATEWAY SERVICES

DISTRICT DRAINAGE EASEMENTS APPROX. = APPROXIMATELY

~I <!ll \

w\ :=i I 0 ~1

I I

\ P/~is~n I ~

C.E.

PROPOSED PHASE V

(RECREATION AREA)

~ I PROPOSED ; I 1 o· G.s.D.D.E.

7~

g: l st

C.E.





LEE COUNTY, FLORIDA

100' 50' o·

~ : I

lJ __ 6l-~---

EXISTING BRICK WALK

1

EXISTING BRICK

S81·32•oJ"E 50,55•

EXISTING C.E. ASPHALT PARKING

NB "56 06 129.30

SANT A LUZ DRIVE ---- - -C.E. EXISTING ASPHALT ROADWAY

--------------- EXISTING PHASE I 1

I CURVE 1 R=1117,50'

A=01"51'16" A=36.17' CH=36.17' CB=S89"08"16"E

PHASE

C1

PRIVATE ROADWAY & U.E.

(PART OF PHASE I)

---DETAIL PHASE V

Bean, Whitaker, Lutz & Kareh, Inc. {LB 4919)



CD41188_ 11.DWG DAT£ PROJECT NO.

11-16-10 41188 DRAWN BY

CNA SCALE SHEET FlLE NO. (S-T-R)

1"= 50' .1.l0F .M, 18-45-26

H z Cll 1-,3 ~

* t\) 0 I-' I-' 0 0 0 I-' 0 t\) 0 -.J -.J

0 Hi

I-' I-' 0

LEGEND

PROPOSED PHASE VII

A/C = AIR CONDITIONER P.0.8. = POINT OF BEGINNING (TYP) = TYPICAL C.E. = COMMON ELEMENT L.C.E. = LIMITED COMMON ELEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT G.S.D.D.E. = GATEWAY SERVICES





LEE COUNTY, FLORIDA

G.S.D.D.E. 20' LAKE

MAINTENANCE EASEMENT

EXISTING LAKE


100·

-1ts~. / '&· /

I I

)

50'

PAGE

O'

PROPOSED PHASE VI

PROPOSED PHASE ill

S43"JS',S"£ 34.H~

P.O.B. PHASE VI

N89"19'16"E 38.73'

CURVE 1 R=582.50'

Ll.=02"03'16" A=20.89' CH=20.89' CB=S42"01 '01 "E

CURVE 2 R=97.50

Ll.=35"39'51" A=60.69' CH=59.71' CB=S60'52'35"E

CURVE 3 R=54.75

Ll.=74"02'48" A=70.76' CH=65.93' CB=S41'41'06"E

DETAIL PHASE VI

Bean, Whitaker, Lutz & Kareh, Inc. (LB •010)




11-16-10 41188 llftAWN BY

CNA SCALE SHE£1' F'JLE NO. (S-T-R)

1''= 50' _ROF -11_ 18-45-26

H z Cll 1-,3 ~

* I\)

0 I-' I-' 0 0 0 I-' 0 I\)

0 -..J -..J

0 Hi

I-' I-' 0

LEGEND

PROPOSED PHASE VIII

A/C = AIR CONDITIONER P.O.B. = POINT OF BEGINNING (TYP) = TYPICAL C.E. = COMMON ELEMENT L.C.E. = LIMITED COMMON ELEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT G.S.D.D.E. = GATEWAY SERVICES


G.S.D.D.E. 20' LAKE


EXISTING LAKE

PROPOSED PHASE VI





LEE COUNTY, FLORIDA

100·

CURVE 1 R=117.50'

Ll.=03'10'19" A=6.50' CH=6.50' CB=S24"00'09"E

50'

CURVE 2 R=582.50' Ll.=18"34'23" A=188.82' CH.,188.00' CB=S31'42'11"E

o·

DETAIL PHASE VII

Bean, Whitaker, Lutz & Kareh, Inc. (LB -1919)


13041 MCGREGOR BOULEVARD, FORT MYERS, FLORIDA 33919-5910 (239) 481 - 1331


11-16-10 41188 DRAWN BY

CNA SCALE SHEET Fll.E NO. (S- T-R)

1"= 50' _Ll_OF M 18-45-26

H z Cll 1-,3 ~

* I\)

0 I-' I-' 0 0 0 I-' 0 I\)

0 -..J -..J

I-' I-' 0

_J_




LEE COUNTY, FLORIDA

G.S.D.D.E. 20' LAKE

MAINTENANCE EASEMENT 28.98'

30.66' N83'07'54"W

EXISTING LAKE

41.00'

S88"10'27"W

S89"25'56"W 46. 15' 13.50' 586" 19'38"W

39_95'

S84"11'23"W S85"30'15"W ~ <9

1

1. Ii,;, 6,1. . .J·

15, S,1,J,i,

I~ ;,._,· -----1'N -- - - -1-~ - - - ---.....

------:-----1-- I '""' ;.. "' "

PROPOSED PHASE IX

P.O.B. PHASE VIII

b ~ C.E. BUILDING 11 PROPOSED "-""I') "\ g ~ PHASE VIII \ 1/) 19.8' PROPOSED \- • ...-

BUILDING --~-- \

C.E. _,,. .... ----------o\- \

PROPOSED PHASE VII


100·

! N

~ 50'

CURVE 1 R=117.50"

~=65"04'53" A=133.47' CH=126.41' CB=S58"07' 45"E

PAGE

o·

LEGEND A/C = AIR CONDITIONER P.O.B. = POINT OF BEGINNING (TYP) = TYPICAL

DETAIL PHASE VIII

C.E. = COMMON ELEMENT L.C.E. = LIMITED COMMON ELEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT G.S.D.D.E. = GATEWAY SERVICES


Bean, Whitaker, Lutz & Kareh, Inc. !LB 4919)


13041 MCGREGOR BOULEVARO. FORT MYERS, FLORIDA 3391~5910 (239) 481-1331


11-16-10 41188 DRAWN BY

CNA SCALE SHEET FILE NO. (S-T-R)

1"= 50' ..1.iDF.1,1. 18-45-26

H z Cll 1-'3 ~

* t\) 0 I-' I-' 0 0 0 I-' 0 t\) 0 -..J -..J

I-' 0 0

0 Hi

I-' I-' 0

l

EXISTING CATCH BASIN



-b (0 -w > ~ 0 Cl) ~ z ::J I-Cl) w $

~ 3:: Cl

le§ 0:::

'.:i <! I c.. l/) <!

EXHIBIT "D" TO CONDOMINIUM DECLARATION OF SANTA LUZ,

A CONDOMINIUM LYING IN

SECTION 18, TOWNSHIP 45 SOUTH, RANGE 26 EAST LEE COUNTY, FLORIDA

N89'19'16"E 25.43'

1.58'

19.01'

16.21'

EXISTING LAKE

N89'25'56"E 24.34'

G.S.D.D.E. 20' LAKE


PROPOSED PHASE VID

BOUNDARY OF PHASE IX

--------


! :i<

N

~ 100' 50' o·

DETAIL PHASE IX


CIVIL ENGINEERS - SURVEYORS ANO MAPPERS - PLANNERS



11-16-10 41188

DRAWN BY

CNA

SCALE SHEET Fil£ NO, (S-T-R)

1"= 50' ~OFM, 18-45-26

H z Cll 1-,3 ~

* I\)

0 I-' I-' 0 0 0 I-' 0 I\)

0 -..J -..J

tu Ill

lQ CD

z i:::

fr CD Ii

I-' 0 I-'

0 Hi

I-' I-' 0

I >c <( - ~ b D

(0 <t 0 - 0::

w '.:i > <t

0:: I Cl.

0 I :Q Cl) ~ z :J I-Cl) w $

i

LEGEND A/C = AIR CONDITIONER P.O.B. = POINT OF BEGINNING (TYP) = TYPICAL C.E. = COMMON ELEMENT

c., z i== (/)

x w

Li

L.C.E. = LIMITED COMMON ELEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT G.S.D.D.E. = GATEWAY SERVICES


EXISTING BRICK

I m D

w I ~I '...-.... I i::, .... I U") b

I 0 {f)

I I

I I




LEE COUNTY, FLORIDA

C.E. SANT A LUZ DRIVE PRIVATE EXISTING ASPHALT ROADWAY---1--R-'-o"""A'-'-Dw'""Ac.aY'-----

·o

8~ 8~ 0 c-.i

~~ 8 EB r--

g, 2: ~~ ~ PROPOSED

o::o:: PHASE IV o::O:: Cl..D o..D

w (..)

BUILDING 13

A/C PROPOSED L.C.E. BUILDING

NBf32'13"E

CONDOMINIUM PLAT SOOK PAGE

100' 50' O'

~P.O.B. PROPOSED PHASE V I PHASE X

I

DETAIL PHASE X


CIVIL ENGINEERS· SURVEYORS AND MAPPERS - PLANNERS

13041 MCGREGOR BOULEVARD, FORT MYERS, FLORIOA3391!'-5910 (239) 481-1331


11-16-10 41188 DRAWN BY

CNA SCALE SHEET FlLE NO. (S- T-R)

1"= 50' ~Of ,1! 18-45-26

H z Cll 1-,3 ~

* I\)

0 I-' I-' 0 0 0 I-' 0 I\)

0 -..J -..J

I-' 0 I\)

0 Hi

I-' I-' 0

j

LEGEND

PROPOSED PHASE V

A/C = AIR CONDITIONER P.0.8. = POINT OF BEGINNING (TYP) = TYPICAL C.E. = COMMON ELEMENT L.C.E. = LIMITED COMMON ELEMENT U.E. = UTILITY EASEMENT D.E. = DRAINAGE EASEMENT G.S.D.D.E. = GATEWAY SERVICES


PROPOSED PHASE V




LEE COUNTY, FLORIDA

/ /

--CURVE 1 CURVE 2


! N

~ 100' 50' O'

R=1117.50' l:.=03'27'38" A=67.50' CH=67.49' CB=S86'28' 48"E

R=617.50' t.=04'34'31" A=49.31' CH=49.30' CB=N40'45'23"W

DETAIL PHASE XI




C041188_ 17.0WG DATE PROJECT NO.

11-16-10 41188 DRAWN l'rf

CNA SCALE SHE£T FlLE NO. (S-T-R)

1"= 50' Jl.Of" ~ 1B-45-26

H z Cll 1-,3 ~

* I\)

0 I-' I-' 0 0 0 I-' 0 I\)

0 -..J -..J

I-' 0 w 0 Hi

I-' I-' 0

DRAWING INDEX ~J

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Transcript of DRAWING INDEX ~J