435 and 439 Pecan Ave 17-1177 & 17-1178 (A) DUPLEXSITE BENCHMARK k1
SET "X -CUT" NO LD
ELEVA PION = 21.01'
SITE BENCHMARK #2
SET "X -CUT" NO I.D
ELEVATION - 21.22'
TOPOGRAPHICAL SURVEY
DESCRIPTION (NOT A BOUNDARY SURVEY)
SOUTHWEST 1/4 of BLOCK 6, TIER 13, TOWN OF SANDFORD, according to the plat thereof
as recorded in Plat Book 1, Page 112, of the Public Records of Seminole County, Florida,
E V�_ FOUND BLOCK
CORNER 4" X 4"
O CONCRETE MONUMENT
NO IDENTIFICA110N
N N
: M
� I
w Lu
FOUND 4" X 4"
a
CONCRETE MONUMENT
r7 I
NO IDENTIFICATION
147.7 '
WALK IS 15• W. (OFF)
Co
o O
FENCE CORNER IS
30.0'
a,
_---0.4'0.4' N. 29' E. (OFF)
z
I o
Z
PAD
i
LUND 1/2" IRON ROD
& CAP (BENT)
III PLS 3382
WALK IS 15' W. (OFF)
PARCEL ID
25-19-30-5AG-0613-001 B
SCALE: 1" = 30'
N90' 00' 00"E
Z/
S89' 57' 54"E
147.7 '
30.0'
a,
74' ( )
BUILDING
PAD
O
T9
0
24.0 0 0 26.0
UI
OItIVE
FOUND 5/8" IRON ROD
& CAP B LB 3764
a 8.7' v
to ,
-
•"
2.7'
a
M
29.9'
ONE STORY
U
RESIDENCE # 419
r
2.7'
- --
-r
N
-30.0',
-
Y
Z O
a
0
ONE STORY
Un W
Li
8.7•
a
Q
U� I
3 ,. rNi
DRIVE
"i
O
ra
J
Z
w
ILL.
f -r
i
30.0
PAD
N c�
W Q
3 �
Q 1
24.0 0 0 26.0
as
ao
O z
0
O
a
L
n
tv
O
W
ONE STORY
U
m:.
[Y CY)
r-
ED
a
U
< r-
O
30J2.7'
Ln
0
'DRIVE
ONE STORY
N
RESIDENCE #)
UILDING
L
SETBACK
SETBACK J
LUND 1/2" IRON ROD
& CAP (BENT)
III PLS 3382
WALK IS 15' W. (OFF)
PARCEL ID
25-19-30-5AG-0613-001 B
SCALE: 1" = 30'
N90' 00' 00"E
147.75' (c)
S89' 57' 54"E
147.7 '
73.75' (p)
a,
74' ( )
PAD
24.0 0 0 26.0
20.0' REAR
F SETBACK
FOUND 5/8" IRON ROD
& CAP B LB 3764
a 8.7' v
I
FENCE LINE IS 1.1' N. (OFF)
a
ONE STORY
RESIDENCE # 419
O
- --
-r
N
o
Y
Z O
a
0
ONE STORY
RESIDENCE # 423
8.7•
a
Q
U� I
F
��
_
QD
-0
0 0
24.0' d ' . -' .i 26.0'
O
ra
J
Pn
ILL.
f -r
M N
w C7
UIQ
PAD
N c�
W Q
3 �
Q 1
24.0 0 0 26.0
p��
ao
0 8.7' <
0
a
L
ONE STORY
U
RESIDENCE # 435
[Y CY)
r-
< r-
O
Ln
0
ONE STORY
N
V)
RESIDENCE #)
I 20' REAR
(�
\
SETBACK J
8. I'
a
24.0' - Q 26.0'
_
U
'i
o a
sof
73.75' (p)
I t
74' (p)
S89' 55' 58"W 147.56' (m)
N89' 59' 59"W
147.75' (C)
147.75' (p)
SANITARY
MANHOLE
WEST FIFTH STREET
50' PLATTED RIGHT OF WAY
21' ASPHALT ROADWAY
Based on the FEDERAL EMERGENCY MANAGEMENT AGENCY, NATIONAL
FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP,
Seminole County, Florida, Community Panel Number 120294 0060 F.
lost dated 9/28/2007, it appears from a scaling of said map
that the land described hereon is shown to be in Zone "X",
(AREA OF MINIMAL FLOODING)
Said FEMA mop is not a Survey and no responsibility
is token for the information contained in or the accuracy of the above
referenced map.
1. This Plat represents a Boundary Survey of the description as furnished
DSW Surveying and Mapping. PLC. per client's Instruction and makes
no claims regarding ownership or rights of possession.
2. Bearings shown hereon ore based on the SOUTH line of Described Parcel
Being N 89'59'59" E, PER PLAT.
3. This surveyor has riot searched the public records or abstracted the land shown
hereon for easements, right of ways, covenants and restrictions or other pertinent
documents which may be found in the public records of this county. This
research was not included in the scope of services of this firm.
4. The relative distance accuracy for boundary dimensions shown hereon
is in excess of 1 Foot in 10,000 Feet.
5. Underground improvements and utilities have not been located.
b. This survey performed by DSW Surveying and Mapping, PLC. is for the singular use
by the clients named hereon for the express stated purpose listed hereon. This drawing
is riot legally binding without my signature and original raised embossed seal.
No third port y is authorized to use this drawing in any way, and this surveyor shall
not be held (table for damages resulting from the unauthorized or illegal executions
or attempts at circumventing prescribed laws or professional fee payments.
All plate, reports, notes, plans, specifications, computer files, field notes or data,
other documents and Instruments prepared by this firm as instruments of
service shall remain the properly of this firm. This firm shall retain all common
law, statutory and other reserved rights, including the copyright thereto. The original
of this drawing remains the property of DSW Surveying and Mapping. PLC.
7. Building ties. Fence ties, Etc. are not to be used as a way to reconstruct boundary line location.
•••• PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM ....
T PROFESSIONAL SURVEYORS AND MAPPERS
CERTIFICATION OF AUTHORIZATION #LB7945
4500 ORANGE BOULEVARD, SUITE 1000
SANFORD, FLORIDA 32771
S t1 J' t' t' 1' 1 Il ciC Phone: (352) 735-3796
J1trppiitg, PLC" JOB NO. 16.0094 Sheet 1 of 1
REVISIONS AND ADDITIONS
6/9/17 PLOT PLAN
09/29/17 FOUNDATION SURVEY
04/03/18 FINAL SURVEY
LEGEND:
= Light Pole Fire Hydrant
A = Delta (Intersection Angle) DENOTES CONCRETE
R = Radius
L = Arc Length WF Wood Fence
U.E. = Utility Easement (M) Measured
PC = Point of Curvature CBW = Concrete Block Wall
PT = Point of Tangency PI = Point of Intersection
PB = Plot Book CNF = Corner Not Found
PG (S)= Page(') OHUL- Overhead Utility Lines
PRC = Point of Reverse Curvature POB - Point of Beginning
CLF = Chain Link Fence POC = Point of Commencement
A/C = Air Conditioner (D) = Per Description
R/W = Right -Of -Way BSL = Building Setback Line
PCC = Point of Compound Curvature O = Denotes Utility Pole
(P) = Per Plot
(Za Centerline = Well
COL. = Column I>< = Water Meter
TYP. = Typical ® = Covered
RP = Radius Point
(R) = Radial CNA = Corner Not Accessible
(NR) = Non Radial (C) = Calculated
8FE = Base Flood Elevation D.U.E.= Drainage & Utility Easement
EQUIP= Equipment D.A.U.E.= Drainage, Access & Utility Easement
► PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM +
DRAWING: 16.0094 SURVEY DATE: 02/02/16
INTENDED DISPLAY SCALE: 1" a 30' DRAWN: HSY
EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES
IT IS CERTIFIED THA 9rH �s{veY REPRESENTED HEREON MEETS OR
EXCEEDS THE STAfJD R F PRACTICE AS SET FORTH IN CHAPTER
5d* 12 F(ORA,AOIM NySTRATIVE CODE,
PURSUANT 6'tY1fRJt°g7'),027, FLORIDA STATUTES. _
NOT VALID WFTHOU7Z� kl' _URE -AND THE ORIGINAL RAISED
SEAL OF -A IFLflR&60VNNaDT SURVEYOR AND MAPPER
10 1 fl l a V V V
DOUGLAS S. WILLI3,r„(� 9q kl 4 Registration # 5984 FOR- THE
NOTES:
ELEVATIONS SHOWN
HEREON ARE BASED ON
SEMINOLE COUNTY BENCH MARK
#4775101 ELEVATION 13.672 NAVD 88
CERTIFIED TO:
RLH CONSTRUCTION COMPANY
SITE BENCHMARK #1
SET "X -CUT' NO I.D
ELEVATION = 21.01'
W
D >
Q Z
>z� W
o L, -J o
> a
Q o
J
a � W
QO
F-
C)
-
/ \ Q
N V d I U
W
� N
SITE BENCHMARK #2
SET "X -CUT" NO I.D
ELEVATION = 21.22'
L
TOPOGRAPHICAL SURVEY
DESCRIPTION (NOT A BOUNDARY SURVEY)
SOUTHWEST 1/4 of BLOCK 6, TIER 13, TOWN OF SANDFORD, according to the plat thereof
as recorded in Plat Book 1, Page 112, of the Public Records of Seminole County, Florida,
E a FOUND BLOCK
CORNER 4" X 4"
CONCRETE MONUMENT
,p w NO IDENTIFICATION
N N
M M
w w FOUND 4" x 4"
CONCRETE MONUMENT
r1 I NO IDEN11FICAfION
WALK IS 15' W. (OFF)
5
0 O FENCE CORNER IS
�0.4' N. & 29' E. (OFF)
Z
z
30.0'
0
DRIVE, � N
29.9' 2.T
U
—:
_
N
Mme_..
z.
DRIVE- a
30.0'
r- rn
a M
U
Ln LLJ
J ul
R
L
. 3 .. M
O
DRIVE .. N
Wood Fence
U.E.
I—
2.
= Measured
Q
O z
O
CBW
z
- -30.0' Y.2.
_
-
PI
= Point of Intersection
DRIVE .. c'
a Plat Book
30.0`
-
BUILDINi`�
71
SETBACK
0
PRC
J FOUND 1/2" IRON ROD
& CAP (BENT)
/ PLS 3382
WALK IS 15' W. (OFF)
PARCEL ID
25-19-30- 5AG-0613-001 B
N90' 00' 00"E 147.75' (c)
S89' 57' 54"E 147.71 (m) v e'
6.
ONE STORY
RESIDENCE # 419
ONE STORY
RESIDENCE # 423
8.7'
24.0' v r5:;71d 26.0'
a
ONE STOR
RESIDENCE # 435
ONE STORY
RESIDENCE # 439
8.7'
O p
24.0' ve 26.0'
73.75' (p)
r
= Light Pole
74' (f�)
Fire Hydrant
20.0' REAR
U
DENOTES CONCRETE
R
L
SETBACK
Lla
Wood Fence
U.E.
I—
(M)
= Measured
Q
= Point of Curvature
CBW
= Concrete Block Wall
N
a
PI
= Point of Intersection
PB
a Plat Book
CNF
Z 0
PC (S)
71
OHUL
0
PRC
U
POB
Point of Beginning
CLF
= Chain Link Fence
POC
Q
A/C
= Air Conditioner
(D)
U_ CO
R/W
- Right -Of -Way
BSL
LL- 0
PCC
= Point of Compound Curvature
Denotes Utility Pole
1--I
= Per Plot
rV
r-0
�1�
%
= Centerline
W0 LI
COL.
= Column
D4
I
TYP.
= Typical
®
J O
RP
a
LLJU
CNA
I
0Radial
)
= Non Radial
(C)
D_ U7
BFE
n
D.U.E.-
Drainage & Utility Easement
EQUIP= Equipment O.A.U.E.-
Drainage,
Access & Utility Easement
� I
Ln
N
20' REAR
U
SETBACK
a
lY
O
U
n�mm4
74' (ol
S89' 55' 58"W 147.56' (m)
N89' 59' 59"W 147.75' (c)
147.75' (p)
SANITARY
—/MANHOLE
0
WEST FIFTH STREET
50' PLATTED RIGHT OF WAY
21' ASPHALT ROADWAY
based on the FEDLRAL LMLRGL.NCY MANAGEMENT AGENCY, NATIONAL
FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RALE MAP,
Seminole County, Florida, Community Panel Number 120294 0060 F,
lost dated 9/28/2007, it appears from a scaling of said map
that the land described hereon is shown to be in Zone "X",
(AREA OF MINIMAL FLOODING)
Said FEMA mop is not a Survey and no responsibility
is taken for the information contained in or the accuracy of the above
referenced map.
I. This Plat represents a Boundary Survey of the description as furnished
DSW Surveying and Mapping, PLC. per client's instruction and makes
no claims regarding ownership or rights of possession.
2. Bearings shown hereon are based on the SOUTH line of Described Parcel
Being N 89'59'59" E. PER PLAT.
.3. This surveyor has not searched the public records or abstracted the land shown
hereon for easements, right of ways, covenants and restrictions or other pertinent
documents which may be found in the public records of this county. This
research was not included in the scope of services of this firm.
4- The relative distance accuracy for boundary dimensions shown hereon
is in excess of 1 Foot in 10,000 Feet.
S- Underground Improvements and utilities have not been located.
6. This survey performed by DSW Surveying and Mapping. PLC. is for the singular use
by the clients named hereon for the express stated purpose listed hereon. This drawing
is not legally binding without my signature and original raised embossed seal.
No third party is authorized to use this drawing in any way, and this surveyor shall
not be held liable for damages resulting from the unauthorized or illegal executions
or attempts of circumventing prescribed laws or professional fee payments.
All plats, reports, notes, plans, specifications, computer files, field notes or data,
other documents and instruments prepared by this firm as instruments of
service shall remain the property of this firm. This firm shall retain all common
low, statutory and other reserved rights, including the copyright thereto. The original
of this drawing remains the property of DSW Surveying and Mapping, PLC.
7. Building ties, Fence ties, Etc. are not to be used as a way to reconstruct boundary line location.
++++ PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM ****
PROFESSIONAL SURVEYORS AND MAPPERS
A IL in CERTIFICATION OF AUTHORIZATION #LB7945
14-f4500 ORANGE BOULEVARD, SUITE 1000
SANFORD, FLORIDA 32771
.V it 7' V E' 1' i tig & Phone: (352) 735-3796
11tippl7ii 1'L( JOB NO. 16.0094 Sheet 1 of 1
REVISIONS AND ADDITIONS
6/9/17 PLOT PLAN
09/29/17 FOUNDATION SURVEY
04/03/18 FINAL SURVEY
LEGEND:
11
= Light Pole
Fire Hydrant
= Delta (Intersection Angle)
U
DENOTES CONCRETE
R
L
= Radius
= Arc Length
-
WF
Wood Fence
U.E.
= Utility Easement
(M)
= Measured
PC
= Point of Curvature
CBW
= Concrete Block Wall
P1
= Point of Tongency
PI
= Point of Intersection
PB
a Plat Book
CNF
= Corner Not Found
PC (S)
= Page(s)
OHUL
= Overhead Utility Liner,
PRC
= Point of Reverse Curvature
POB
Point of Beginning
CLF
= Chain Link Fence
POC
Point of Commencement
A/C
= Air Conditioner
(D)
a Per Description
R/W
- Right -Of -Way
BSL
Building Setback Line
PCC
= Point of Compound Curvature
Denotes Utility Pole
(P)
= Per Plot
q
= Centerline
= Well
COL.
= Column
D4
- Water Meter
TYP.
= Typical
®
= Covered
RP
= Radius Point
CNA
= Corner Not Accessible
0Radial
)
= Non Radial
(C)
= Calculated
BFE
= Base Flood Elevation
D.U.E.-
Drainage & Utility Easement
EQUIP= Equipment O.A.U.E.-
Drainage,
Access & Utility Easement
• PLEASE VISIT OUR WEBSITE: WWW.DSWSURVEYS.COM +
DRAWING: 16.0094 SURVEY DATE: 02/02/16
INTENDED DISPLAY SCALE: 1" = 30' 1 DRAWN: HSY
EXPECTED USE OF THIS LAND: RESIDENTIAL PURPOSES
IT IS CERTIFIED THATOTH��jfVEY REPRESENTED HEREON MEETS OR
EXCEEDS THE STA,Nd7iR '(51"PRACTICE AS SET FORTH IN CHAPTER
5x-13 F60I1,pqA„ADAAINI,STRATIVE CODE,
PURSUA14T af0; rS'kL"710i+tt'gY2:0.7, FLORIDA STATUTES.
NOT VALID WFTHbU?7 �����i—URE"AND THE ORIGINAL RAISED
SEAL OF A gL-OR6 *WN"SS£D SURVEYOR AND MAPPER
's ,
DOUGLAS S. WILLI3, ,, Igftdb' Registration # 5984
FOR
FIRM:THE
SCALE: 1" = 30'
30
ZFOUND 5/8" IRON ROD
& CAP p LB 3764
FENCE LINE IS 1.1' N. (OFF)
FOUND 5/6" IRON ROD
& CAP III LB 3764
"
NOTES:
ELEVATIONS SHOWN
HEREON ARE BASED ON
SEMINOLE COUNTY BENCH MARK
#4775101 ELEVATION 13.672 NAVD 8t
CERTIFIED TO:
RLH CONSTRUCTION COMPANY
It
CD
_
O
O
U
I
E
O
0
W
n N
0
U Q
r
LL
<[ I
1�
I
0)
I
I�
Ui
N
O
O
C/)
FOUND 5/6" IRON ROD
& CAP III LB 3764
"
NOTES:
ELEVATIONS SHOWN
HEREON ARE BASED ON
SEMINOLE COUNTY BENCH MARK
#4775101 ELEVATION 13.672 NAVD 8t
CERTIFIED TO:
RLH CONSTRUCTION COMPANY
It
GiARAr__-xE DOOR 151-1ALL -
1-- AVE AUTO CLOC3ER TYF
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0
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E
17
0
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all 221—all
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FENETF,AvoNs oi= PiRE WALL SPALL 5E FILLED
WI I H t_,' (-,) W 1~I 1=0/411 711 r 117r L 1r I
TO ACHIEVE REQUIRED FIRE RATINGS
USF THD2& OR AFFR0VE1
EQUAL BUCKET ANCHOR
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151
i I
� L L. wn-i (1) LAYER
31, TYFE x C�YF EA
DE FROM CMU WALL
) DECK ABOVE WITH
VL FATTERN (oil O.C.
HER UL "U 301" ASSEMBLi
_ELDG;ER BOLTED TO
) F3EAM WIT[ 1 1/2" E30LTS
C. eTAGGERED
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WITH FL A-rrz `1 -OF AND E30T
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t 1011
1`li IOFARTITION
... . . ..... : ............ ...
low %
Sao
A
Nt21 Nov,17
0 CONDITION AREA DUFDLEX A 1090 5F
llk%
UNCONDITION EID C_ARAGE A
2 (�O 5F PAFO'
CONDITION AREA DUF�)LEX 5 - 1090 SP
UNCONDITIONED C_-,ARAG�E 5 - 290 SP
..........
CA
CV
M
GiARAr__-xE DOOR 151-1ALL -
1-- AVE AUTO CLOC3ER TYF
2Q48 51`4
4
0
4 0
6 5F
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- L4O
"ME) 2"0 SCWr:)
SCID2
2,�, Bp
2
------------- FL
51-I
I 1__1R CMU FIRE WALL WITI-I I LAI'ER, C.) 0
FIRE RATD -�YP ON WOOD STUDS AF:.
E
17
0
L I V I N(S; W f i,; I T E N Lf -I
i_all '-7 -- ---- 11 12
-011 -all
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0/(�
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A T 1Y -- --------
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. ...... . ....
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�w 7 --- 7—w-7
all 221—all
IJ
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151
i I
� L L. wn-i (1) LAYER
31, TYFE x C�YF EA
DE FROM CMU WALL
) DECK ABOVE WITH
VL FATTERN (oil O.C.
HER UL "U 301" ASSEMBLi
_ELDG;ER BOLTED TO
) F3EAM WIT[ 1 1/2" E30LTS
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-4-R CMU FIRE
4LL I'Ll gor-,-)"
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5LA5 5ELOW REcoRD copy
t 1011
1`li IOFARTITION
... . . ..... : ............ ...
low %
Sao
A
Nt21 Nov,17
0 CONDITION AREA DUFDLEX A 1090 5F
llk%
UNCONDITION EID C_ARAGE A
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CONDITION AREA DUF�)LEX 5 - 1090 SP
UNCONDITIONED C_-,ARAG�E 5 - 290 SP
design grOLIP
Planning and Architecture LLC
AA0002984
901 Belle Avenue ti Stuite 1100
Winter Springs a Florida 4 32708
407 977 "1080,x; bstarrner@starmerdg.corn
29 JUL 15
5LDG DEPT REV 13 NOV 15
BLDG, DEPT REV 8 DEC 15
E3LPG DEFT REV 5 JAN I&
SECTION FEV 2 FE15 1�
CONSTRUCTION CHANGE REV ro MAY Irp
coN5'mucTION CHANGE REV 21 NOV 11
..........
design grOLIP
Planning and Architecture LLC
AA0002984
901 Belle Avenue ti Stuite 1100
Winter Springs a Florida 4 32708
407 977 "1080,x; bstarrner@starmerdg.corn
29 JUL 15
5LDG DEPT REV 13 NOV 15
BLDG, DEPT REV 8 DEC 15
E3LPG DEFT REV 5 JAN I&
SECTION FEV 2 FE15 1�
CONSTRUCTION CHANGE REV ro MAY Irp
coN5'mucTION CHANGE REV 21 NOV 11
S"INeLE ROOF
1�r o-, i t c-1'etvat 1"011,
S"IN(- LE ROOF
TUcCO ON METAL_ LATH
0# 1 -ELT OR 1r--)# SYNTHETIC
)LDC -4 Wu AF ON EXT OSE3
12
VENTILATION REQUIREMENT Or- 1380 Sr / 300 = 4,6 51� EA UNIT
VENTILAT19ON FROVIDE 15 10& LF VENTILLATEL) SOPPIT WITH 5% FREE
STUCCO ON METAL LATH AREA S1= PLUS 1/2 OF 32" (I SF) ROUND LOUVER AT FRONT ANED
30# FELT Off: 1511 5YNT1-- E-ri
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design group
Planning and Architecture LLC
AA0002984
901 Belle Avenue o Stuite 1100
Winter Springs o Florida a 32708
407 977 1080 •1) bstarrner@starmerdg.com
29 JUL. 15
BLDG DEPT REV 13 NOV 15
BLDG DEPT REV 8 DEC 15
F3Lq�x DEPT REV 5 JAN 16
SECTION REV 2 FEB I�,
CONSTRUCTION CHANGE FzEV ro MAY Iro
CONSTRUCTION CHANGE REV 21 NOV 11
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