HomeMy WebLinkAboutAPPROVED HD Approved Site Plan - 7704 Pacific AveFND 5/8" IRC
I(BLOOMSTER)
0.50' W
0.09` 1!
LOT 16
(VACANT)
SET 5/8" IRC
(LB8098)
OHW OHW
�5. 00,
LOT 11 20
(OCCUPIED)
FFE: 21.45'
r— 1
L--/
PROPOSED SEPTIC SEPTIC
500 SQ FT
DRAINFIELD
750 SQ FT.
UNOBSTRUCTED AREA
FND PK NAIL
AND DISK
(PCP LB4108)I
Y BENCHMARK (BM)
CAATV ❑ CABLE RISER
(C) CALCULATED
q CENTERLINE
CLF CHAIN LINK FENCE
CONC CONCRETE
CM CONCRETE MONUMENT
CPP ® CONCRETE POWER POLE
(CPP)
CMP CORRUGATED METAL
PIPE
(D) DEED
LOT 15
(OCCUPIED)
FFE: 23.18'
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PROP.
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SET 5/8" IRC
(LB8098)4
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PROP
16'
DRIVE
[IT, OF'
e AND DISK SET MAG NAIL
rp, (ILLEGIBLE) AND TIN TAB
0.28' N N:1165690.30'
0.10' E I E:849626.30'
EL: 20.96'
LOT 14
(OCCUPIED) * FINISHED FLOOR ELEVATION GRAPHIC SCALE
FFE:23.25' TO BE DETERMINED BY SAINT
_ LUCIE COUNTY HEALTH 30 0 15 30
SET 5/8" IRC DEPARTMENT
(LB8098)
FDOH in St. Luc ie.=Eai r &
OHW — — Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS 4%.sF"2ZgOZS & well #59- 152-
Date:
29 ?iZ� ST. LUCIE COUNTY, FLORIDA
Reviewer: VICINITY MAP
UTIILITIES NO SCALE
ANY ADJACENT WELLS OR SEPTICS NOT SHOWN ARE EITHER MORE THAN 75' AWAY FROM THE PROPERTY OR
COULD NOT BE LOCATED.
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LEC�•4L DESCRIPTION
Z
LOT 12, BLOCK 44 LAKEWOOD PARK UNIT NO. 5, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK
LOT 13
11 PAGE 5, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
(OCCUPIED)
SURVEYORS NOTES AND REPORT:
FFE: 22.38'
1. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND
MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS, BY OTHER THAN THE SIGNING SURVEYOR
IS PROHIBITED, WITHOUT CONSENT OF THE SIGNING SURVEYOR.
2. THE LAST DATE OF FIELD WORK WAS FEBRUARY 2, 2021.
3. PARCEL CONTAINS 0.23 ACRES, MORE OR LESS.
4. CURRENT DESCRIPTIONS SHOWN HEREON PROVIDED BY THE CLIENT AND/OR THEIR AGENTS. LANDS SHOWN
HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHT-OF-WAYS, RESERVATIONS, AGREEMENTS, AND/OR
Q
a
EASEMENTS OF RECORD. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH
APPROPRIATE TITLE VERIFICATION.
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5. UNDERGROUND UTILITIES, UTILITY SERVICES, FOUNDATIONS AND IMPROVEMENTS WERE NOT LOCATED AS A
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44
PART OF THIS SURVEY.
SET 5 8" IRC
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6. BEARINGS SHOWN HERON ARE BASED UPON THE PLAT OF LAKEWOOD PARK UNIT NO. 5, PER THE LINE
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LABELED HERON AS (BEARING BASIS) AND ALL OTHER BEARINGS ARE RELATIVE THERETO. DISTANCES ARE IN
(LB8098)
E4
U.S. SURVEY FEET AND DECIMAL PARTS THEREOF.
7 ELEVATIONS SHOWN HEREON ARE BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 NAVD'88
wr, 8. THE CPS SOFTWARE USED FOR THIS PROJECT: TDS SURVEY PRO, VERSION 4.95. /REALTIME PROCESSING IS
lw-1 a BASED ON THE RTKLINK NETWORK. THE PROCEDURES AND NETWORK DESIGN MEETS THE GEODETIC ACCURACY
STANDARDS AND SPECIFICATIONS FOR USING CPS RELATED POSITIONING AS SET FORTH BY THE FEDERAL
/� O GEODETIC CONTROL COMMITTEE IN THE MOST CURRENT PUBLICATION FOR 3RD ORDER CLASS ONE FOR
F+1 O HORIZONTAL CONTROL SURVEYS.
9. IN SOME INSTANCES, GRAPHIC REPRESENTATIONS AND SYMBOLS SHOWN HAVE BEEN EXAGGERATED TO MORE
O CLEARLY ILLUSTRATE THE RELATIONSHIP BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. THE
E-1 I co DIMENSIONS SHOWN SHALL CONTROL THE LOCATION, OF THE IMPROVEMENTS, OVER THE SCALED POSITIONS.
h+"1 10. THIS PROPERTY LIES IN FLOOD ZONE "X," ACCORDING TO FEMA FLOOD INSURANCE RATE MAP 12111CO070J
128.21' WITH AN EFFECTIVE DATE OF FEBRUARY 16, 2012.
3�°4 '33"EAFND 11. REVISIONS SHOWN HEREON DO NOT REPRESENT A "FIELD SURVEY UPDATE" UNLESS OTHERWISE NOTED.
554� 93' AND DISK AIL LEGEND
IN J BASIS) (LS2391) (P) PLAT DATA CONC CONCRETE
(F) FIELD DATA TOB TOP OF BANK
(C) CALCULATED FROM FIELD MEASUREMENTS (RAD) RADIAL LINE
FND. FOUND No. NUMBER
P.C.C. POINT OF COMPOUND CURVE PC POINT OF CURVE
P.R.C. POINT OF REVERSE CURVE PT POINT OF TANGENCY
P.L.S. PROFESSIONAL LAND SURVEYOR q CENTERLINE
SYMBOL $ ASSREVIATION LEGEND.
RC
IRON IN ROD &SCAPSS
❑W
WATER METER
A
DELTA (CENTRAL ANGLE)
CATV ❑
CABLE TELEVISION RISER
0 DIAMETER (DIA.) IR/C IRON ROD AND CAP P.B.
PLAT BOOK
X 0.00
TOPOGRAPHIC DATA
R
RADIUS
PK/D PARKER-KALON NAIL & (P)
PLAT DATA
(HARD SURFACE)
L
ARC LENGTH
COO
SANITARY CLEANOUT
OD DRAINAGE MANHOLE DISK
PUBLIC UTILITY AND
W
WEST
CB
CHORD BEARING
®
HAND HOLE
DIP DUCTILE IRON PIPE MAG/D MAG NAIL MAG BRAND P.U. & D.E.DRAINAGE
EASEMENT
WF
WOOD FENCE
N.A.V.D.
TYP
NORTH AMERICAN VERTICAL DATUM
TYPICAL
TELEO
TELEPHONE BOX
NAIL
E EAST/EASTING R
RADIUS
cob
WOOD POWER POLE
EL
ELEVATION
EL./ELEV.
ELEVATION
(J
MAILBOX
RCP
REINFORCED CONCRETE
PIPE
(M)
FIELD MEASURED
®
MONITORING WELL
R/W
RIGHT-OF-WAY
F.F.E.
FINISHED FLOOR
ELEVATION
NORTH AMERICAN
®
PROPERTY CORNER
FND
FOUND
NAVD88
VERTICAL DATUM OF
1988
O
RIGHT-OF-WAY
SQ FT.
SQUARE FEET
OFFICIAL RECORDS
CONTROL
INV
INVERT
O.R.B.
BOOK
SIGN
IP
IRON PIPE
OHW
OVER HEAD WIRES
TOPOGRAPHIC DATA
IR
IRON ROD
PG
PAGE
X 0.0
(SOFT SURFACE)
Michael T. Owen Digitally signed by Michael T. Owen
Date: 2021.03.23 13:24:11-04'00'
MICHAEL T. OWEN PROFESSIONAL SURVEYOR AND MAPPER SIGNATURE DATE-
FLORIDA REGISTRATION #5556
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DRAWN BY: FS
CHECKED BY: MTO
PROJECT: 21-120
DATE: 2/2/2021
SCALE: AS SHOWN
SHEET
1 OF 1
revisions
no. date
CALCULATIONS
AIR CONDITIONED AREAS
PLAN 1694 SF
1694 SF
NON CONDITIONED AREAS
PORCH 42 SF
GARAGE 419 SF
LANAI 109 SF
570 SF
GROSS AREA
GROSS AREA 2264 SF
FDOH in St. Lucie County
Environmental Health
Site Plan Approved for Construction
Supersedes All Previous Site Plans for
OSTDS #56'5f•22-q0Z83 & well #Sf-3I5-7
Date: 2,/24 xz/ /l
Reviewer:
WINDOW SCHEDULE
MARK
TYPE
STYLE
SIZE
IZ H
D.P.
NOTES
+D.
001
SH26
SINGLE HUNG
3'-l"
6'-4"
32.01
34.85
EGRESS
002
PICTURE
PICTURE
T-0"
4'-0"
32.64
35.48
003
PICTURE
PICTURE
T-0"
4'-0"
32.64
35.48
OPAOUEITEMP.
004
PICTURE
PICTURE
T-0"
2'-0"
33.52
36.36
TEMPERED
005
SH25
SINGLE HUNG
3'-V
5'-3"
32.01
34.85
EGRESS
006
SH25
G
S-1"
5'-3"
32.01
34.85
EGRESS
007
SH25
G
T-V
5'-3"
32.01
34.85
008
SH25
3'-l"
5'-3"
3201.
34.65
009
SH25
ASINGLEHUNG
3'-1"
5'-3"
32.01
34.85
010
SH25
3'-l"
5'-3"
32.01
34.85
011
SH25
T-V
5'4"
32.01
34.85
EGRESS
DOOR SCHEDULE
MARK
STYLE
DOOR
D.P.
NOTES
WD
HGT
+
-
001
SINGLE EXTERIOR
3'-0"
8'-0"
31.53
34.35
NOTE #5
002
SINGLE
2'-8"
8'-0"
003
SLIDING DOUBLE
5'-0"
8'-0"
004
SINGLE
2'-8.1
8'-0"
005
SINGLE
2'-8"
8'-0"
006
SINGLE
2'-8"
8'-0"
007
SINGLE
2'-8"
8'-0"
008
SINGLE
2'-6"
8'-0"
009
SINGLE
2'-6"
8'-0"
010
BIFOLD
V-6"
8'-0"
011
SLIDING DOUBLE EXTERIOR
6'-0"
8'-0"
30.02
32.86
012
SINGLE
2'4"
8'-0"
013
SINGLE
2'-6"
8'-0"
014
SINGLE
2'-8"
8'-0"
015
BIFOLD
2'-4"
8'-0"
016
SINGLE
2'-4"
8'-0"
LOUVERED
017
SINGLE
2'-8"
8'-0"
NOTE #2
018
OVERHEAD
16'-0"
7'-0"
28.20
34.24
HOMES.
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2. 6ARA&E E] RY DOOR c.AIALL BE 50LID YiDOD DOOM NOT LESS THAT I-9ro• IN THICrI , SOILED OR
HOWYCOEBSORE STEEL DOOR HOT LESS THAN WD' THICK OR 20 MIK FIRE FATED POOR EGVIIP NTH 5ELF-
=SIN5 DEVICE. FBt FEIG IW233
3. VERIFY ALL OPENING ROOK TO 144WACTININ6 NIDOH I D00R5.
4. ALL EKTEFJOR KAL. OPENNSS IN EVILDIN65 (DCk . NNI J W NLL Ise RUY PROtELTED NTH IWACT
FeESISTMR 07VITFU `5-51UT13[5.
3. E5RE55 DOOR NTH ALM"TFESHOLD, DLI6NATED EFERSMY F£V6 OF E APE FER F85 20n.
Product
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SHi100A
FL23358.2
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Flange Frame
Mullions
900
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Seder Clipped
18-0129.O8
FI..d Olen
55.0
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PW4120A
FL25095.2
Lami
Flange Frame
61eck Glaaa
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sueln GIn. Doom
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65.0
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SGDA130A
FL29078.2
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Cloaked Vent
19-0109,02
Roonna M.I.d.1
N/A
N/A
GAF
Asphalt Shin
13
FL10124-R27
Fasteners
Revised 07/22/2014
1 have reviewed the above eurnponenta or cladding and I have appros-ed their use in this strueture. These
produce. Provide adwluale
resistance to the
wind loads and farces specified by current code provisions.
Di9aalry signed 111-11
Scott Disher
Name: Siguulurco
5, r
makrslee D�a.e,
DN;m=S<at Blakesl
Diener. d,E'a�
man=,ma r�ar<nlmaloas
Architect AR 11586 9/172o
Ir.ign Prof: Cert. No. Date:
Ome: )o1009.IB 113143
designed 5w
project mgr. vw
checked sea
date PERN11r_I2212o
scale u4' . Pa Na3U
job no. 20 [T-S-A.n2I.t
Scott Blakeslee Disher
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ARCHITECTURAL
��V`✓V F f yt/V.
Architecture
Planning
300 Armue of Lhoepm,
Suite 160
Nin B-h Gardtnl, Florida 31418
Phone 561.202.6990
ha 561.296.2494
annlmai.ntpm
drawing
FLOOR PLAN
sheet
A-1