3780 Orlando Dr - BC02-001610 (LOWES) (NEW STORE) (A)y,
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PERMIT ADDRESS ® y Ly tc& SUBDIVISION
in
CONTRACTOR
ADDRESS I I �
PHONE NUMBER
PROPERTY OWNER
ADDRESS 0 0 L�' I I I I
�1. N c 2.,8 (66
PHONE NUMBER GSI? 4060
ELECTRICAL CONTRACTOREj-H tMECHANICAL CONTRACTOR C, J'A k
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE - -
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
PERMIT # o Z - I n In DATE IZldl
PERMIT DESCRIPTION 1 tl tl-)
PERMIT VALUATIONS, cm., 00
SQUARE FOOTAGE 1-701 CAD
C
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Q O O I U U N I M w�1 !! \/ ISSUE DATE ISSUE DA'T'E
DATE DESCRIPTION
EDGE OF SLAB
-i'-6 7/8' t s 5 Q4 V 2O SLOPE 1 C
A
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AT.O. (MASONRY
28'-8"
AbT.O. MASONRY
W 222 -O
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LIGHT GRAY (PREFINISHED)
L!
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PF -3
LOWE'S BLUE (PREFINISHED)
9bT-O_ STUD/MASONRY
LOWE'S DARK GRAY (PAINT)
PF -4
1
¢
m
EF -1
LOWE'S LIGHT GRAY (E.I.F S.)
P-5
OSHA YELLOW (PAINT)
EF -2
LOWE'S MED. GRAY (E.I.F.S.)
P-6
S.. I4 .1 i • , K •
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EDGE OF SLAB
-i'-6 7/8' t s 5 Q4 V 2O SLOPE 1 C
A
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28'-8"
AbT.O. MASONRY
W 222 -O
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2#-02§
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FINISHES P-1
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P-1
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PF -2
LIGHT GRAY (PREFINISHED)
L!
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PF -3
LOWE'S BLUE (PREFINISHED)
P-3
LOWE'S DARK GRAY (PAINT)
PF -4
O
¢
m
KEYNOTES' 1.01
1.01 EXTERIOR SIGNAGE FURNISHED AND INSTALLED BY LOWE'S. CONTRACTOR IS TO VJPPLY AND
INSTALL SUPPORT BLOCKING AS DIRECTED BY LOWE'S.
201 GALVANIZED CHAINUNK FENCE W/ 2- VINYL COATED BLACK FABRIC. REFER SPECS.
2.02 GALVANIZED CHAINLINK FENCE W/ 2" VINYL COATED BLACK FABRIC. 5/8 HEAVY DUTY BLAC -
FABRIC TO W-0" ABOVE SLAB, UNLESS SHOWN OTHERWISE. REFER SPECS.
203 TRENCH DRAIN, REFER PLUMBING AND STRUCTURAL.
2.04 6"H. CURB W/ 42" HIGH GALV. CHAIN LINK FENCE W/ 2" VINYL COATED BLACK FABRIC.
REFER SPECS.
3.01 CONCRETE RETAINING WALL REF: STRUCTURAL
3.02 CONCRETE SiDE'rrr�Lii
3.03 TACTILE WARNING GROOVES IN CONCRETE REF: STRUCTURAL
3.04 CONCRETE FILLED ISLAND, REFER TO CIVIL DRAWINGS AND STRUCTURAL INFILL BY BUILDING
CONTRACTOR, CURB & GUTTER BY CIVIL CONTRACTOR.
3.05 CONCRETE PAD, VERIFY SIZE & LOCATION PRIOR TO POURING. REFER STRUCTURAL SHEETS!.-
3.06
HEETS1.•3.06 CONCRETE TRANSFORMER PAD, VERIFY SIZE & LOCATION PRIOR TO POURING. REFER
STRUCTURAL SHEET S1.1
3.07 CONCRETE GENERATOR PAD VERIFY SIZE & LOCA11ON PRIOR TO POURING. REFER STRUCTURAL
SHEET S1.1
3.08 CONCRETE SLAB ON GRADE. REFER STRUCTURAL
3.09 1/2" COMP. JOINT FILLER W/ SEALANT (FULL DEPTH OF JOINT)
4.01 BUILDING EXPANSION JOINT.
4.02 CONTROL JOINT, TYP.
4.03 SINGLE SCORED SPLIT FACED CMU
4.04 SPLIT FACED CMU
4.05 SMOOTH FACE CMU.
4.06 4" H. RADIUSED CMU ACCENT BLOCK
4.07 SINGLE SCORE SMOOTH FACE CMU
4.08 AREA FOR FUTURE OVERHEAD DOOR OPENING, REFER SPECIFICATIONS.
5.01 ROOF ACCESS LADDER. SEE SHT A-7.0 FOR LADDER DETAILS.
5.02 TUBE STEEL BEAM
5.03 TUBE STEEL COLUMN
5.04 DOWNSPOUT COVER. PAINTED
5.09 FORKLIFT DAMAGE PREVENTION BARS, 16'-0"L W/ BOT. ® 9'-6" A.F.F. REFER A-2.2
5.10 FORKLIFT DAMAGE PREVENTION BARS, 12'-0"L W/ BOTTOM 0 9'-4" A.F-F (INSIDE & OUTSIDE,'
REFER A-2,2
5.11 FORKLIFT DAMAGE PREVENTION BARS, 16'-O"L W/ BOTTOM 0 13'-6" A.F.F. REFER A-2.2
5.12 FORKLIFT DAMAGE PREVENTION BARS, 6'-0"L W/ BOTTOM ®9'-6" A.F.F. REFER A-22
5.13 4" PIPE BOLLARDS, REFER DETAIL 3/S-3.2
5.14 6" PIPE. BOLLARD REFER DETAIL 3/8-3.2
5.15 CONCRETE STAIRS, REFER TO 1/A-5.0
6.01 2x10 CART GUARDS (STAIN GRAY) ATTACH W/1/2" DIA.x4' EXPANSION BOLTS, COUNTERSINK,
03'-0" O.C., MOUNT W/ BOTTOM 0 5" AFF MIN.
6.02 4xox3/4" CDX PLi1NOOD W/ TOP ® 9'-0" AFF, PAINT BOTH SIDES W1 INTUMESCENT PAINT
PMOR TO MOUNTING.
7.01 DIRECT APPLIED ACRYLIC FINISH SYSTEM BY V.F.& MANUFACTURER ON SMOOTH FACED
12' CMU W/ FLUSH JOINTS;
7.02 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)
7.03 SHEET METAL OVERFLOW SCUPPER
7.04 ALUMINUM CANOPY. REFER SPECS AND ROOF PLAN. '
7.05 PREFINISHED METAL . COPING. REFER TO PF FINISHES.
7.06 PREFINISHED METAL CORNICE
7.07 PREFINISHED METAL PANEL SYSTEM
7.08 STANDING SEAM METAL ROOF
7.08 METAL. GUTTER, PAINTED
7.10 METAL DOWNSPOUTS, PAINTED
7.11 EDGE OF CANOPY ABOVE
7.12 PREFINISHED MEDAL MEDALLION
7.13 METAL CANOPY, PAINTED
8.01 OVERHEAD DOOR
8.02 HOLLOW METAL DOOR AND FRAME TYPICAL, PAINTED.
8.03 ALUMINUM STOREFRONT.
8.04 AUTO -SLIDER DOOR, REFER A-6.0
8.05 SHADE STRUCTURE, REFER SPECIFICATIONS
9.01 UNOBSTRUCTED PATH AS DIMENSIONED, CENTERED ON DOORS AND/OR GATES, SHALL MEET
ALL GUIDELINES FOR ACCESSIBILITY AND BE PAINTED OSHA YELLOW
11.01 TRASH COMPACTOR, NOT IN CONTRACT
1.02 DOCK SEAL, REFER A-2.1
11.03 DOCK LEVELER REFER SPECS,
16.01 ACCENT LIGHT
16.02 ACCENT PANEL
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LIGHT GRAY (PREFINISHED)
P-2
LOWE'S MEDIUM GRAY (PAINT)
PF -3
LOWE'S BLUE (PREFINISHED)
P-3
LOWE'S DARK GRAY (PAINT)
PF -4
LOWE'S RED (PREFINISHED)
P-4
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EF -1
LOWE'S LIGHT GRAY (E.I.F S.)
P-5
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TFCS DRA>erau� iSTFiE PROPE3irY of LDrres HOIAE
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0.'-0" 14'-8" 41'-4" 34'-4" 22'-8" 23'-4" 23'-4" 22'-0" 22'-0" 20'-$A 21'-4" 27'-4" SUED TE:CONSTRUCT04 SET ,
f " f " f " f " • " f A i " 1, f A f A
CONTROL JOINTS 14'-8" ,.� 56 -4 $8 -0 110 -8 134 -0 157 -4 179 -4 201 -4 22-2#-0 243 -4 270 -8 ISSUE DATE: 5 3 02
REAR. ELEVATION �. LEFT DRAWINGNUMBER:
• ELEVAT[ONISE�TION
• � SCALE 1 -20'-0" A-1.0 �Te•4ssca.
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145.18' (P) I
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A \
71 1 �9 SET + SHELL FENCE "' R FIRST TEAM CADILLAC-OLDSM081LE LTD � 190'
2° 4 a° PK/BD 2.5' N 4241 N JOHN YOUNG PARKWAY
o y \ N 1
-10 pq °r 7 ro UPHAM PRM OR 2829, PG 805
7 ti RC S JLS 3905 LB 3612 OR 1006, PG 308 80 40 O 80 160
o\ �8ppa °�wq0°90 40 IN 12" BAY TRE
f, f > lr/N ASPHALT S 64' 21 07" E FF3vcE I
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ASPHALT GRAPHIC SCALE
GG o + 3 f +\ 1 O n\ P w °R 6' CHAIN NK FENCE 1 =80
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PLS 3998 FE - FD 1. IP W7-15 239.58' (R) 1d2 11
EAST
// o QO p 6' CFWN LINK FENCE 0. ' w I RIGH LINE-WAYa.(Q2p ij 0Zp U FD 1. IP 1p p0 �Pi 3.1 S 2,'33, N t�
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RACETRAC PETROLEUM, INC. 695R C
fn FENCE FENCE '15- `'\ FENCE NOFF
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p� $ 6,X10 X5.14 �P� S 1$ 3A A� 6g2
/ WI -13 Q1 OR 3880, PGS 616 THROUGH 635
OR 1224, PG 1460
N
LINE
�
BEARING
DISTANCE
AlrgpORT
S
25'38'53" W
h,0
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45.15'
W3
S
8934'19" W
74.50'
� N
S
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/ WAL-MART
50.85'
W6
S
77'34'35" W
33.32'
SUPER CENTER
W. LAKE MARY
BLVD
79.40'
W8
S
72'53'34" W
71.82'
SITE LOCATI
RESIDENTIAL
RESIDENTIAL
21.19'
G'
S
LAT: 29°4530"
57.94'
W 1 1
i QN: 81°1r20'
63' 19'54" W
VICINITY MAP
W12
N
NOT TO SCALE
72.65'
W13
* -r-11" p SHED / I
/ SOR NO CAPeiA4i FE>'�E 14 % FENCE, lP O r�E LEGAL DESCRIPTION
FD 1/2-'3:1' E 8 4' duuN lz.e' N 75• 2.9NCE a� 10 Har r+✓
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�QCy°0� 0 / �/ `°'C��\� \ SET T`' X2879 A PORTION OF SECTION 37, "' ANFORD GRANT", MOSES E. LEVY GRANT,
Q o,�Q• / t / �\�.rpOJ,I JOS, \a`\�►. P� o Oy `4/ ` G
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CONCRETE TOWNSHIP 20 SOUTH, RANGE 0 EAST, SEMINOLE COUNTY, FLORIDA. BEING
A CAP / (P G of
/ PLS 4189 / aJ �' 'l
`rte`°yo aFo1NE / / yo' 4 r' w'A-2 - �ya�� W7_09 SANFORD GRANT p / ,'�' I PAS � 4. r MORE PARTICULARLY DESCRIBED AS FOLLOWS:
o / / ✓ S 6 20 36 E FD 5/a
q12?9 / MOSES E LEVY GRANT // CeY a4 % �, 3R�E"NnorR+ 96.77'(M) s� 1�-'rrF&+ ASA POINT OF REFERENCE AND THE POINT OF BEGINNING COMMENCE AT
SET / Q -.--- ° W1A-3 / �yv,/ c�>4 t POND SET 0 4671
� 95.14' R I
C14THE NORTHEAST CORNER OF E OULEVARD PLAZA SUBDIVISION AS
a, 1a 3A r i Not \"GLL1 oNo 4� SECTION 37,
W p TOWNSHIP 20 SOUTH, "� °' PT 's RECORDED IN MAP BOOK 58, 'AGES 47 AND 48 OF THE PUBLIC RECORDS
*FENCED 145.4 REIEN�ON 2' 10 EASEMIN1 1 -Oe 1�
SET aT OF SEMINOLE COUNTY FLORIDA RUN THENCE NORTH 63 DEGREES 59
' �+ r�
13T PER oa 2966. Pc 1132 RETENTION POND / RANGE 30 EAST �� aQt, N C7".l ASPHALT ; SE.I. r ,
1�A7 E PC 'A-4 MINUTES 37 SECONDS WEST ALONG THE NORTH LINE OF SAID SUBDIVISION
10EsFD 5p -�i3 1 , 7 34, �'s % "^` 1,60, EF 22.95 FOR A DISTANCE OF 400.00 FEET; THENCE SOUTH 25 DEGREES 38 MINUTES
�� w3-3 PARCEL ID P In
gg��//NHTf W3_ _ W32 11-20-30-300-018D-0000 \ p r ,���-R 5ET ♦----------L--
W w24' �,,�,E z g W27 W29 W3-4 w3-6 CITY OF SANFORD � I-07 ^ � .-_SIR Esc I 37 SECONDS WEST A DISTANCE OF 100.00 FEET; THENCE NORTH 63 DEGREES
PEORNR'pP\RO�tI SET W� ' yo °� �w1A-5 Wl-% [� ;''g PRC �'� SHANNON 4671 �� 59 MINUTES 37 SECONDS WEST FOR A DISTAE CE OF 760.61 FEET TO THE EAST
OF Prs 10 ONS wee w3-3 /yti PO BOX 1788 k /' P `E7 �� INGRESS & EGRESS EASEMENT 1 ro s/e' r,
-_�RNiNG 150 2 W3 OR 2078. PGS 40 AND 4, Sr (p4y SET I �. oR 3660. PGS 616-635 A SAP RIGHT-OF-WAY LINE OF LIVE AK BOULEVARD (A 60 FOOT RIGHT-OF-WAY);
PARC L B wRD t fE RIGHT-OF-WAY 1Ge WI -01 rY 4671 THENCE NORTH 25 DEGREES , 1 MINUTES 50 SECONDS EAST ALONG SAID
OUTNWES CORNER w 80`J 14 vp tE k. � 3-11 UNE \ c$ I 1 3 I I
EDEN LAKE PHASE nI, 0• s 5O c� "� (n EASTERLY RIGHT-OF-WAY LINE, A DISTANCE 0" - 21.63 FEET TO A POINT OF
UNIT 4 35.p6 / pW3-12 \ w7-05 1 r.o_ W CURVATURE CONCAVE SOUTHWESTERLY AND TC THE LEFT SAID CURVE
PLAT BOOK 28, `N ♦ � '
PAGES 1 AND 2 w3-/0 C) I d' HAVING A RADIUS OF 830.00 1 EET, A CENTRAL ANGLE OF 59 DEGREES 14
W3
5 �� RIGHT-OF-WAY VISIBILITY AREA 1 1D Q
LINE 1''" ��2-�' -_,. 1-04 �l „ZT'T' _ OR 3660. PGS 616-635 r- MINUTES 46 SECONDS, A CH& ;D BEARING OF NORTH 03 DEGREES 55 MINUTES
� w1-0
W3-9 �� GRASS 0' I 33 SECONDS WEST, A CHORD DISTANCE OF 8, 0.52; THENCE ALONG THE ARC OF
W3-13� \ \ PILE SPOOL% SAID CURVE A DISTANCE OF 858.25 FEET TO 'HE POINT OF TANGENCY
`_PILE',. PARCEL ID
i 10' X 20• 11-20-30-300-0260 00 � THEREOF; THENCE NORTH 33 DEGREES 32 MIt UTES 56 SECONDS WEST FOR A
FPL ERSOKNr w VOSR INDUSTRIES, INC.
s \� i
OR z986, Pct n3z n C/O RESIDENTIAL COMMUNITIES 0 ERICA DISTANCE OF 6.77 FEET TO THE SOUTH LINE tF HIDDEN LAKE PHASE III,
3 g 6355 METRO WEST BLVD SURE
PARCEL B 0 1
OR BOOK 4078, PAGES 628 THROUG F/2" alp UNIT IV, SUBDIVISION AS RECORDED IN MAP B )OK 28, PAGES 1 AND 2;
r '9� - � 32 � � w
4.072 ACRES f \ N SF OR BOOK 3194, PAGES 546 THROUGH 3 ,�, 3,0o a THENCE SOUTH 78 DEGREES 34 MINUTES 47 ;ECONDS EAST ALONG THE SAID
OR BOOK 2986. PAGE 1132 \ Qs F SOUTH LINE FOR A DISTANCE OF 692.52 FEET TO THE SOUTHEAST CORNER OF
W3-14 z OR BOOK 2325 PAGES 1688 UGH 169 SET 117'
JURISDICTIONAL WETLAND 1
LINE
�
BEARING
DISTANCE
W1
S
25'38'53" W
8.17'
W2
S
32'04'05" W
45.15'
W3
S
8934'19" W
74.50'
W4
S
54'40'02" W
49.91'
W5
S
72'32'48" W
50.85'
W6
S
77'34'35" W
33.32'
W7
S
72'46'28" W
79.40'
W8
S
72'53'34" W
71.82'
W9
N
74'33'34" W
21.19'
W10
S
68'25'40" W
57.94'
W 1 1
S
63' 19'54" W
36.04'
W12
N
69'31'46" W
72.65'
W13
N
30'54'24" W
30.93'
W14
N
39'50'44" W
69.88'
W15
N
42'59' 1 1" W
82.80'
W16
N
21'43'55" W
65.76'
W17
N
01'45'31 " E
39.87'
W18
N
74'05'45" E
37,69'
W19
N
80'58'42" E
78.66'
W20
N
11.25'13" E
1'
W21
S
78'34'47" E
487.04'
W22
S
64'21'07" E
93.29'
JURISDICTIONAL WETLAND 2
LINE
�
BEARING
TABLE
DISTANCE
W23
S
78'34'47"
E
102.58'
W24
S
11'08'15"
W
22.50'
W25
S
34' 10' 19"
E
51.00'
W26
S
30'25'39"
E
9.46'
W27
S
11'33'00"
W
4.79'
W28
S
78'34'47"
E
4.30'
W29
S
30'25'39"
E
14.93'
W30
S
66'56'19"
E
45.64'
W31
S
89'44'27"
E
41.34'
W32
S
16'21'48"
E
10.97'
W33
S
68'40'42" W
43.74'
W34
S
76'32'40"
W
76.16'
W35
S
08'38'18"
W
7.47'
W36
N
82' 15'43"
E
36.8 1 '
W37
N
84'35'43"
E
55.15'
W38
S
07'48'33"
E
22.40'
W39
S
38'32'57" W
45.47'
W40
S
36'07' 1 1 "
W
68.88'
W41
S
73'19'03"
W
61.48'
W42
S
41'08'55"
W
23.16'
W43
N
11'01'10"
W
325.07'
PARCEL A PR ® �� �� SAID SUBDIVISION; THENCE SOUTH 64 DEGREE 21 MINUTES 07 SECONDS EAST,
.1 - 21.907 ACRES f N `. ole FOR A DISTANCE OF 595.17 FEET; THENCE SC JTH 25 DEGREES 39 MINUTES
/4 PARCEL ID PARCEL ID `x v, GRASS - �_ C
2 11-20-30-300-018F-0000 \ 11-20-30-300-018c-0000 t N - - 24 SECONDS WEST, FOR A DISTANCE OF 306. 9 FEET TO A CURVE CONCAVE
O/ BML INV & PRN INV ET AL " IP «/CAP r NORTHWEST AND TO THE LEFT SAID CURVE H VING A CENTRAL ANGLE OF
/w3 -t5 BML INV & PRN INV ET AL \L/ C/O RESIDENTIAL COMMUNITIES OF AMERICA SET ® GRASS PIs 33-2 U
�. ry C/O RESIDENTIAL COMMUNITIES OF AMERICA
6355 METRO WEST BLVD SUITE 33085 09 DEGREES 11 MINUTES 08 >ECONDS, A RAI IDS OF 200.00 FEET, A CHORD
Q 3 6355 METRO WEST BLVD SUITE 330 r z
�OR 4078. PCS 628 THROUGH 632 n OR 4078. PGS 628 THROUGH 632 I I P ° u N 64'20 36 W- 298.95' SET 205'
��s OR 3194, PGS 546 THROUGH 553 OR FORD GRANT o oR 31194. PGS„ az THROUGH 553 d YBEARING OF NORTH 77 DEGREES 12 MINUTES 28 SECONDS EAST, A CHORD
OR 2325• PGS 1688 THROUGH 1691 DISTANCE OF 32.03 FEET; THENCE ALONG THE ARC OF SAID CURVE A DISTANCE
�y MOSES E LEVY GRANT �'p OR 2325. PGS 1688 THROUGH 1691 I I O (NEST
�' RIGHT-OF-WAY W OF 32.06 FEET TO A POINT OF REVERSE CUR ATURE CONCAVE SOUTHEASTERLY AND
SECTION 37, SET °-`-_----- INE 0 I TO THE RIGHT, SAID CURVE HAVING A CENTRA ANGLE OF 43 DEGREES 02
TOWNSHIP 20 SOUTH, PT\ T -F""` U 6Z MINUTES 30 SECONDS, A RAD! JS OF 200.00 I =E1, A CHORD BEARING OF
�c RANGE 30 EAST I ,�' _- - - ------ I 1 7iSOUTH 85 DEGREES 51 MINUTES 51 SECONDS EAST, A CHORD DISTANCE OF
:PL EASEMENT`-•-� - �:�----""` 1 = 146.74 FEET; THENCE ALONG THE ARC OF SAI I CURVE A DISTANCE OF 150.24
PER OR 2986, PG 1132 V ��---_- .� NOT INCLUDED C I FEET TO THE POINT OF TANGENCY THEREOF; l IENCE SOUTH 64 DEGREES 20
1.346 ACRES± I/
rr MINUTES 36 SECONDS EAST FOR A DISTANCE IF 96.77 FEET TO THE WEST
�j N6� 0 BELLSOUTH EASEMENT a I RIGHT-OF-WAY LINE OF U. S. HIGHWAY 17-9: (RIGHT-OF-WAY VARIES);
tTs \ I 0�0 OR 2356, PGs 660-662 s 4671
OR 4313, PGS 4330-4332 $ET FD I THENCE SOUTH 20 DEGREES 47 MINUTES 00 ;ECONDS WEST ALONG THE
E0.1 p 1&2; CONCRETE4' X 5' PAD P T 7 PC 0 SAID WEST RICHT-OF-WAY LINE FOR A DISTAN ;E OF 32.81 FEET; THENCE
w PLS 33x7 0.72' N. 0.72' E 4671SHANNI SOUTH 28 DEGREES 16 MINUTES 47 SECONDS WEST FOR A DISTANCE OF
PARCEL ID - O o FO 1/2- IR �y 60.66, E N sa 21'11" w �_ O LO 197.90 FEET; THENCE SOUTH 16 DEGREES 29 MINUTES 25 SECONDS EAST
11-20 30 300-0190 0000 , Gj CN'. DITCH C14 O CV
BML INV & PRN INV ET AL EAST N 55zo E ! I I FOR A DISTANCE OF 40.24 FEET TO A CURVE CONCAVE NORTHWESTERLY
C/0 RESIDENTIAL COMMUNITIES OF AMERICA �J� RIGHT-OF-WAY O e SET SET ,r 250.00' pT � CD O
6355 METRO WEST BLVD SUITE 330 1� ,� Q LINE FD I" IP N 64.21 11" W •�' " PARCEL ID �� ,R:�S/CAP 1 .-.1= 0_ I AND TO THE RIGHT, SAID CURVE HAVING A CE ITRAL ANGLE OF 00 DEGREES
OR 1399. PG lz2s 5 1 S 64'21'11 E 11-20-30-300-0188-0000 slaNFroN a� �'� N i w 16 MINUTES 22 SECONDS, A RADIUS OF 5654 35 FEET, A CHORD BEARING
OR 2994, PG 207 , 71.71- 00 CITY OF SANFORD Q 4671 aV f� x n
J NOT INCLUDED PO BOX 1788 I 16 OF SOUTH 22 DEGREES 13 M NUTES 03 SECC JDS WEST, A CHORD DISTANCE
/ PER KITNER SURVEY FD 5/e IR L0 OF 26.91 FEET; THENCE ALONG THE ARC OF AID CURVE A DISTANCE OF
FD DATED JUNE 18, 1996 PC: 5595415 E } Q ! I W
WEST 4"X4" CM ro I- a, 0.3+ I Q 3 0 26.91 FEET; THENCE NORTH 64 DEGREES 20 11NUTES 36 SECONDS WEST
RIGHT-OF-WAY 1� SET _ FD I- IP NO
N
SET \ LINE - - - OT _.
LB 6653 Ls 5361 S S lrla' - E I c�1 0 o LEAVING SAID WEST RIGHT-OF-WAY LINE OF L S. HIGHWAY 17-92, FOR A
°`3 3 L` I ``' �d ! �' ITA 5 FEET TH NCE SO TH 2` DEGREES 38 MINUTES 50
o GIRT ROAD `------ - --�.-
- -- - - - - - - - - - - - - ., - 0.12' N � (V (]
\ ------- ------------------------ - ��+�4° Faeo�k�., I 2Q 0- .-f- DS NCE OF 298.9 E U
ORF ROAD - -. - - - - - - -' - - - - DIRr ROAD --t�;.s.�..-�
913 Tog roB 4"X4 CM 0 O = or a 0 I SECONDS WEST FOR A DISTANCE OF 190.77 L ET; THENCE SOUTH 64
os 1 Te SET 3• w 6653 LS 538, I = Q' ra ►� CV I DEGREES 21 MINUTES 11 SECONDS EAST FOR A DISTANCE OF 71.71 FEET;
oos �'� I 0.6+' s IIP N 63'59'37 W I \ _ 400.00' o Z THENCE SOUTH 24 DEGREES 34 MINUTES 30 'ECONDS WEST FOR A DISTANCE
sroRMwATER / I _ a I (E-- w I- Q rl OF 56.07 FEET; THENCE SOUTH 64 DEGREES 1 MINUTES 11 SECONDS EAST
NOT INCLUDED f RETENTION I `� G Q a w = w = FOR A DISTANCE OF 250.00 FEET TO A POINT ON THE AFORESAID WEST
2.589 ACRES±I HIATUS n POND / D----`-��\ `\ I `/' `/' to RIGHT-OF-WAY LINE OF U. S. HIGHWAY 17-9 SAID POINT ALSO BEING ON A
�\ \ CURVE CONCAVE NORTHWESTERLY AND TO THE RIGHT, SAID CURVE HAVING A
SETpC Fg ao±• E POINT OF �� 0-1 CENTRAL ANGLE OF 00 DEGREES 30 MINUTES 17 SECONDS, A RADIUS OF 5669.65
WITH GUN SHELL 760.61' (M) FD BEGINNING \ I FEET; A CHORD BEARING OF SOUTH 25 DEGRI �S 06 MINUTES 38 SECONDS WEST
S L3 HIA1us 023, N N 63'59'37" W I- IP PARCEL A '
I LEGEND:
L•7
LINE TABLE
�
LINE
TABLE
BEARING
PAGES 47 AND 48 !
�0
DISTANCE
L1
S
11'33'00"
W
70.02'
L2
S
25'38'37"
W
100.00'
L3
N
25'41'50"
E
21.63'
L4
N
33'32'56"
W
6.77'
L5
S
20' 47' 00"
W
32.8 1 '
L6
S
16'29'25"
E
40.24'
L7
S
66' 13'06"
E
15.00'
L8
S
24'34'30"
W
56.07'
I LEGEND:
L•7
SET 4"x4" CM CONCRETE MONUMENT
�
CURVE
TABLE
MEASURED
PAGES 47 AND 48 !
�0
PRM LS 3905 LB 3612 UPHAM
1S
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD
CHORD BEARING
C1
59'14'46"
830.00'
858.25'
471.95'
820.52'
N
03'55'33"
W
5/8" IR IRON ROD
09'11'08"
200.00'
32.06'
16.07'
32.03'
N
77'12'28"
E
C3
43'02'30"
200.00'
150.24'
78.87'
146.74'
S
85'51'51"
E
C4
01'42'02"
5654.65'
167.83'
83.92'
167.82'
S
22'55'53"
W
C5
00'30'36"
5669.65'
50.46'
25.23'
50.46'
S
24'02'12"
W
C6
00'30'17"
5669.65'
49.94'
24.97'
49.94'
S
25'06'38"
W
C7
56'53'34"
77
764.58'
417.14'
733.56'
S
02'44'56"
E
C8
00'34'00"
5669.65'
56.07'
28.04'
56.07'
S
2434'30"
W
W
01'11'32"
5804.65'
120.79'
60.40'
120.79'
N
21'22'46"
E
C10
00'25' 14"
5669.65'
41.61 '
20.81'
41.61 '
S
25'34'23"
E
C11
01'25'40"
5654.65'
140.91'
70.46'
140.91'
S
23'04'04"
W
C12
00' 16'22"
5654.65'
26.9 1 '
13.46'
26.91'
S
22' 13'03"
W
C13
31'52'22"
770.00'
428.34'
219.87'
422.83'
S
15'15'32"
W
C14
25'01 ' 11 "
770.00'
336.24'
170.84'
333.58'
S
13-11'14"
W
I LEGEND:
L•7
SET 4"x4" CM CONCRETE MONUMENT
�
WPP WOOD POWER POLE
(M)
MEASURED
PAGES 47 AND 48 !
�0
PRM LS 3905 LB 3612 UPHAM
1S
SIGN
(R)
RECORD
■
FD CONCRETE MONUMENT AS NOTED
5 65'4013 E 24' CROSS ACCESS I
7.45' EASEMENT I
MES MITER END SECTION
PER BOULEVARD 588 PAGES 47 AN05� ` ------
(P)
PLAT
•
5/8" IR IRON ROD
0
INLET/ CATCH BASIN
R/W
RIGHT OF WAY
o
IP IRON PIPE
�-
GUY ANCHOR
C/0
CARE OF
p
NAIL AND WASHER
, LS
LIFT STATION
FLORIDA, BEING MORE PARTICULARLY DESCRIBE � AS FOLLOWS:
The undersigned hereby certifies to Lowe's Home Centers, Inc. that this survey
was actually made upon the ground; that it and the information, courses, RIGHT-OF-WAY
I
I
(»
PUNCH HOLE
AC
AIR CONDITION
AT THE SOUTHWEST CORNER OF HIDDEN LAKE 'HASE III, UNIT IV, RECORDED
®
SET PARKER KALON NAIL AND BRASS DISK
OR
OFFICIAL RECORD BOOK
IN MAP BOOK 28, PAGES 1 AND 2, OF THE I UBLIC RECORDS OF SEMINOLE
Premises, including all streets, easements, rights-of-way and utility lines; and
PRM LS 3905 LB 3612 UPHAM
PG
PAGE
COUNTY, FLORIDA, RUN THENCE SOUTH 78 DE FREES 34 MINUTES 47 SECONDS
that, except as shown, there are no
CENTER LINE
PGS
PAGES
EAST ALONG THE SOUTH LINE OF SAID SUBDI\ SION FOR A DISTANCE OF 145.47
(a) easements or rights-of-way across the Premises; (b) party walls, (c)
(D)
DESCRIPTION
TOB
TOP OF BANK
FD
FOUND
0/E
OVERHEAD ELECTRIC
34 MINUTES 47 SECONDS EAST FOR A DISTANCE OF 224.22 FEET TO A POINT
the Premises by any building, structure or other improvements situated on
LB
LICENSED BUSINESS
-a-
CPP CONCRETE POWER POLE
W
�I
LS
LICENSED SURVEYOR
PK/W
PARKER KALON NAIL AND BRASS DISK
SET
�� lV
25'06'05" W 5.16'
PSM 5381 EASEMENT
PER BOULEVARD PLAZA SUBOMSION
PLAT BOOK 58 PAGES 47 AND 48
BOULEVARD PLAZA SUBDIVISION
3C I PLAT BOOK 58, PAGES 47 AND 48
- -�EA5TERLY RIGHT-Of^WAY UNE
N PER OR 07OAK 88, PGS 40 ND 41 GENERAL NOTES:
I
1.) BEARING STRUCTURE NORTH 25 DEGREES 47 MINUTES 00 SECONDS EAST
1 I ALONG THE CENTERLINE OF RIGHT-OF-WAY PER FLORIDA DEPARTMENT OF
N TRANSPORTATION MAPS, ROAD NUMBER 15 & 600 (HIGHWAY 17-92),
SET N 7. 2 (M SEMINOLE COUNTY, FLORIDA, SECTION NUMBER 7701-203 (-113),
87.62 (M) PARCEL ID
11-20-30-300-0180-0000
RESIDENTIAL COMMUNITIES OF AMERICA
890 N STATE ROAD 434
OR 1449, PG 784 THROUGH 788
OR 1264, PG 1037
g I OR 1214, PG 478
g� I � I I
S to
UI�xO
(L I
I 1
o IN
WEST
RIGHT-OF-WAY
NOTICE: LINE
NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT-OF-WAY AND OR
OWNERSHIP WERE FURNISHED TO THIS SURVEYOR, EXCEPT AS SHOWN IN TITLE
COMMITMENT NUMBER 821-089944 AND TITLE COMMITMENT NUMBER 01.05666.
THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE
NOT SHOWN ON THIS PLAT OF SURVEY THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF THIS COUNTY, NO UNDERGROUND INSTALLATIONS OR
IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. EASEMENTS SHOWN IN
PUBLIC RECORDS OTHER THAN THOSE ON RECORD PLATS WERE SUPPLIED PER
TITLE COMMITMENT NUMBER 821-089944 AND TITLE COMMITMENT NUMBER
01.05666. SEE FLORIDA STATUES RULE 61G17 -6.0031(4)(e) FOR
REQUIREMENTS OF EASEMENTS.
THE TERM CERTIFIED AS USED IN THIS STATEMENT IS FOR THE EXCLUSIVE USE
OF THE PARTIES LISTED ON THIS SURVEY. IT IS ALSO, UNDERSTOOD TO BE THE
PROFESSIONAL OPINION OF THIS SURVEYOR AND THE FIRM, FROM WHICH IS
FORMULATED ON HIS BEST KNOWLEDGE, INFORMATION AND BELIEF, AND AS
SUCH, DOES NOT CONSTITUTE A GUARANTEE OR WARRANTY, EITHER EXPRESSED
OR IMPLIED. FURTHERMORE, THIS SURVEYOR AND FIRM, DOES NOT ASSUME
RESPONSIBILITY AND SHALL NOT BE LIABLE FOR CLAIMS ARISING FROM
ERRONEOUS OR INCORRECT INFORMATION FURNISHED BY THE OWNER, LENDER,
OR OWNER'S CONTRACTORS OR OTHERS, WHICH IS USED AS A BASIS TO
FORMULATE THIS SURVEYORS OPINION.
ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE
SIGNING PARTY IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE PARTY. PER
-LORIDA STATUTES CHAPTER RULE 61G17 -6.003(2)(e)
759.93' (R) g� NORTHEAST CORNER %\ \ A CHORD DISTANCE OF 49.94 FEET; THENCE ,L.ONLi THE ARC OF SAID
SHEET 11, DATED 12/18/56 AND SECTION NUMBER 7701-203 (-113),
SHEET 12, DATED 09/02/80
2.) LEGAL DESCRIPTION NEW PER UPHAM INC.
3.) RECORD DIMENSIONS ARE SHOWN IN PARENTHESIS (), WHEN DIFFERS
FROM MEASURED.
4.) JURISDICTIONAL WETLANDS MARKED BY TALBOT ENVIRONMENTAL, INC.
ON OCTOBER 2, 2001
5.) TITLE INSURANCE PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY
TITLE COMMITMENT NUMBER 01.05666 AND COMMONWEALTH LAND TITLE
INSURANCE COMPANY TITLE COMMITMENT NUMBER 821-089944.
6.) FOR TOPOGRAPHIC SURVEY INFORMATION SEE UPHAM DRAWING FILE NUMBER 36-80.
7.) THERE ARE TWO HIATUS'S ALONG THE SOUTH BOUNDARY LINE, WERE SHOWN
8.) THE ZONING IS GENERAL COMMERCIAL -2 (GC -2).
CERTIFIED TO:
-- LOWES HOME CENTERS, INC.
McGUIRE WOODS, LLP.
CHICAGO TITLE INSURANCE COMPANY
OFFICE WORK BY : A M FIELD WORK BY: R N
DATE: 11/26/01 DATE: 11/21/01
BOULEVARD PLS SUBDIVISION \\
I
CURVE FOR A DISTANCE OF 4j.94 FEET TO TI 'E POINT OF BEGINNING.
ASPHALT
I
...1
PAGES 47 AND 48 !
�0
FD
4'X4" CM
FD
IR 5rCAP
24' CROSS ACCESS
� 5361
PSM 5381 EASEMENT
PER BOULEVARD PLAZA SUBOMSION
PLAT BOOK 58 PAGES 47 AND 48
BOULEVARD PLAZA SUBDIVISION
3C I PLAT BOOK 58, PAGES 47 AND 48
- -�EA5TERLY RIGHT-Of^WAY UNE
N PER OR 07OAK 88, PGS 40 ND 41 GENERAL NOTES:
I
1.) BEARING STRUCTURE NORTH 25 DEGREES 47 MINUTES 00 SECONDS EAST
1 I ALONG THE CENTERLINE OF RIGHT-OF-WAY PER FLORIDA DEPARTMENT OF
N TRANSPORTATION MAPS, ROAD NUMBER 15 & 600 (HIGHWAY 17-92),
SET N 7. 2 (M SEMINOLE COUNTY, FLORIDA, SECTION NUMBER 7701-203 (-113),
87.62 (M) PARCEL ID
11-20-30-300-0180-0000
RESIDENTIAL COMMUNITIES OF AMERICA
890 N STATE ROAD 434
OR 1449, PG 784 THROUGH 788
OR 1264, PG 1037
g I OR 1214, PG 478
g� I � I I
S to
UI�xO
(L I
I 1
o IN
WEST
RIGHT-OF-WAY
NOTICE: LINE
NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT-OF-WAY AND OR
OWNERSHIP WERE FURNISHED TO THIS SURVEYOR, EXCEPT AS SHOWN IN TITLE
COMMITMENT NUMBER 821-089944 AND TITLE COMMITMENT NUMBER 01.05666.
THERE MAY BE ADDITIONAL RESTRICTIONS AND/OR OTHER MATTERS THAT ARE
NOT SHOWN ON THIS PLAT OF SURVEY THAT MAY BE FOUND IN THE PUBLIC
RECORDS OF THIS COUNTY, NO UNDERGROUND INSTALLATIONS OR
IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. EASEMENTS SHOWN IN
PUBLIC RECORDS OTHER THAN THOSE ON RECORD PLATS WERE SUPPLIED PER
TITLE COMMITMENT NUMBER 821-089944 AND TITLE COMMITMENT NUMBER
01.05666. SEE FLORIDA STATUES RULE 61G17 -6.0031(4)(e) FOR
REQUIREMENTS OF EASEMENTS.
THE TERM CERTIFIED AS USED IN THIS STATEMENT IS FOR THE EXCLUSIVE USE
OF THE PARTIES LISTED ON THIS SURVEY. IT IS ALSO, UNDERSTOOD TO BE THE
PROFESSIONAL OPINION OF THIS SURVEYOR AND THE FIRM, FROM WHICH IS
FORMULATED ON HIS BEST KNOWLEDGE, INFORMATION AND BELIEF, AND AS
SUCH, DOES NOT CONSTITUTE A GUARANTEE OR WARRANTY, EITHER EXPRESSED
OR IMPLIED. FURTHERMORE, THIS SURVEYOR AND FIRM, DOES NOT ASSUME
RESPONSIBILITY AND SHALL NOT BE LIABLE FOR CLAIMS ARISING FROM
ERRONEOUS OR INCORRECT INFORMATION FURNISHED BY THE OWNER, LENDER,
OR OWNER'S CONTRACTORS OR OTHERS, WHICH IS USED AS A BASIS TO
FORMULATE THIS SURVEYORS OPINION.
ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE
SIGNING PARTY IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE PARTY. PER
-LORIDA STATUTES CHAPTER RULE 61G17 -6.003(2)(e)
759.93' (R) g� NORTHEAST CORNER %\ \ A CHORD DISTANCE OF 49.94 FEET; THENCE ,L.ONLi THE ARC OF SAID
SHEET 11, DATED 12/18/56 AND SECTION NUMBER 7701-203 (-113),
SHEET 12, DATED 09/02/80
2.) LEGAL DESCRIPTION NEW PER UPHAM INC.
3.) RECORD DIMENSIONS ARE SHOWN IN PARENTHESIS (), WHEN DIFFERS
FROM MEASURED.
4.) JURISDICTIONAL WETLANDS MARKED BY TALBOT ENVIRONMENTAL, INC.
ON OCTOBER 2, 2001
5.) TITLE INSURANCE PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY
TITLE COMMITMENT NUMBER 01.05666 AND COMMONWEALTH LAND TITLE
INSURANCE COMPANY TITLE COMMITMENT NUMBER 821-089944.
6.) FOR TOPOGRAPHIC SURVEY INFORMATION SEE UPHAM DRAWING FILE NUMBER 36-80.
7.) THERE ARE TWO HIATUS'S ALONG THE SOUTH BOUNDARY LINE, WERE SHOWN
8.) THE ZONING IS GENERAL COMMERCIAL -2 (GC -2).
CERTIFIED TO:
-- LOWES HOME CENTERS, INC.
McGUIRE WOODS, LLP.
CHICAGO TITLE INSURANCE COMPANY
OFFICE WORK BY : A M FIELD WORK BY: R N
DATE: 11/26/01 DATE: 11/21/01
BOULEVARD PLS SUBDIVISION \\
CURVE FOR A DISTANCE OF 4j.94 FEET TO TI 'E POINT OF BEGINNING.
\\
I I
PAGES 47 AND 48 !
�0
THE ABOVE DESCRIBED PARCEL CONTAINS 21.E 07 ACRES MORE OR LESS.
IR & CAP
P5M X381
5 65'4013 E 24' CROSS ACCESS I
7.45' EASEMENT I
PER BOULEVARD 588 PAGES 47 AN05� ` ------
PARCEL B
BEING A PORTION OF SECTION 37, "SANFORD .RANT", MOSES E. LEVY
SURVEY FOR LOWS S HOME CENTERS INC.
GRANT, TOWNSHIP 20 SOUTH, RANGE 30 EAST SEMINOLE COUNTY,
�
I I
FLORIDA, BEING MORE PARTICULARLY DESCRIBE � AS FOLLOWS:
The undersigned hereby certifies to Lowe's Home Centers, Inc. that this survey
was actually made upon the ground; that it and the information, courses, RIGHT-OF-WAY
I
I
AS A POINT OF REFERENCE AND THE POINT C BEGINNING COMMENCE
angles and distances shown thereon are correct; that this survey correctly LINE
AT THE SOUTHWEST CORNER OF HIDDEN LAKE 'HASE III, UNIT IV, RECORDED
shows the location of all buildings, structures and other improvements on the
�
I
IN MAP BOOK 28, PAGES 1 AND 2, OF THE I UBLIC RECORDS OF SEMINOLE
Premises, including all streets, easements, rights-of-way and utility lines; and
COUNTY, FLORIDA, RUN THENCE SOUTH 78 DE FREES 34 MINUTES 47 SECONDS
that, except as shown, there are no
EAST ALONG THE SOUTH LINE OF SAID SUBDI\ SION FOR A DISTANCE OF 145.47
(a) easements or rights-of-way across the Premises; (b) party walls, (c)
I
FEET; THENCE SOUTH 11 DEGREES 33 MINUTE 3 00 SECONDS WEST LEAVING SAID
encroachments on adjoining premises, streets or alleys of any of said 3
SUBDIVISION LINE FOR A DISTANCE OF 70.02 FEET; THENCE SOUTH 78 DEGREES
buildings, structures or improvements, or (d) encroachments upon ��-
I
34 MINUTES 47 SECONDS EAST FOR A DISTANCE OF 224.22 FEET TO A POINT
the Premises by any building, structure or other improvements situated on
e�
ON THE WEST RIGHT-OF-WAY LINE OF LIVE CAK BOULEVARD
any adjoining premises; physical evidence of boundary lines on all sides of
W
�I
(A 60 FOOT RIGHT-OF-WAY), SAID POINT BEING ON A CURVE CONCAVE
the Premises is as stated on survey; and that the improvements do not
violate any set -back or other building lines.
EAST W
8 RIGHT-OF-WAY
WESTERLY AND TO THE RIGHT, SAID CURVE HF,VING A CENTRAL ANGLE OF 31
DEGREES 52 MINUTES 22 SECONDS, A RADIUS OF 770.00 FEET, A CHORD
BEARING OF SOUTH 15 DEGREES 15 MINUTES 32 SECONDS WEST, A CHORD
I hereby certify that this survey has been made using the latest recorded plat
0IN
I
DISTANCE OF 422.83 FEET; THENCE ALONG TFE ARC OF SAID CURVE A DISTANCE
or deed, that there are no encroachments other than those shown, and that I
Z
OF 428.34 FEET; THENCE SOUTH 78 DEGREES 58 MINUTES 50 SECONDS WEST
the survey is correct to the best of my knowledge and belief.
I
LEAVING SAID WEST RIGHT-OF-WAY LINE FOR A DISTANCE OF 346.08 FEET;
130'
THENCE NORTH 11 DEGREES 01 MINUTE 10 `. ECONDS WEST FOR A DISTANCE OF
In addition, the surveys provided pursuant to this paragraph must contain a
60
627.45 FEET TO THE POINT OF BEGINNING
Flood Zone Certification. Those surveys should be sent directly to the Lowe's.
190
S
64•,3'00- E
THE ABOVE DESCRIBED PARCEL CONTAINS 4.072 ACRES MORE OR LESS.
I hereby certify that the LOWE'S HOME CENTERS, INC. project, shown hereon FD 1/4'
I
10.00'
r�
does not lie within a special flood hazard zone according to CITY OF CONCRET PUNCH HOLE K
l
/;"x;° cM
SANFORD, SEMINOLE COUNTY, FLORIDA, COMMUNITY -PANEL 12117 C of the
PRM
Flood Insurance Rate Map of 0045 E dated APRIL 17, 1995 and noted as
LS 66"
130' I
�"
zone, "X", to the best of my knowledge and belief.
(
�•
or
REVISED WETLAND POINTS W1-7 THROUGH W1-15 AS FLAGGED 02/06/20('2 BY
VICTORIA NATIONS OF ST JOHNS RIVER WATER MANAGEMENT DISTRICT AS SHOWN ...... 02/11/2002
REVISED AS SHOWN ...... 01 /30/2002
REVISED AS SHOWN ...... 01 /25/2002
REVISED AS SHOWN. ..... 12/07/2001
WO# TYPE OF SURVEY: ham,
'
BOUNDARY
010930 rganization of Engineers, Surveyors SL Landscape Architects
THE FOREGOING PLAT IS CERTIFIED TO MEET THE MINIMUM TECHNICAL STANDARDS SET FORTH A •
BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS AS PER CHAPTER 61G17-6, (S. ORLANDO DRIVE) P.O. Box 1105 • 265 Kenilworth Ave Iue • Ormond Beach, Florida 32174
FLORIDA ADMINISTRATIVE �O E, AS PURSUANT TO SEC IONN 472.027, FLORIDA STATUTES. HIGHWAY 17-92 (386)672-9515 FAX (386)673-6..514 LB# 0003612 LC# 0000357
�� / ��,V� SANFORD, FLORIDA Visit us at: www.uphaminc.coin Q 2001
C
SCALE: 1 - 80 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED PSM NO. LB NO. DRAWING FILE NAME: 112030.DWG FILE:
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. WILLIAM S HART 3905 3612 DISK ID: 795 36-79