HomeMy WebLinkAboutBoundary Survey3406 DALE PLACE, FORTH PIERCE, FL. 34947
LEGEND:
WOOD
SURVEYOR NOTES
A/C-AIRCONDITI
ARC LENGTH
WM-WATERMETER
FF -FINISH FLOOR
-LIGHTPOLE
-WELL
AL -
(C) -CALCULATED
O.R.B.- OFFICIAL RECORD BOOK
pd
-WATER VALVE
-THERE ARE FENCES NEAR
D.E -DRAINAGE EA
ELEV. -ELEVATION
-CENTER LINE
TO THE EAST AND WEST
M -MEASUREATCH
()ROPERTY
x� -FENCE
# -NUMBER
'Crii
BASIN
-FIRE
LINES AS SHOWN.
P.U.B.- PUBLICUTILI EASE NT
-ASPHALT
cU.)
-POLE
FENCE OWNERSHIP NOT
R -RADIUS
(R) -RECORD
-CONCRETE
®
-MANHOLE
DETERMINED.
UE -UTILITY EASEMENT
-PAVER/BRICK
XO
-TOPOGRAPHIC ELEVATION
AERIAL PHOTOGRAPH
(NOT -TO -SCALE)
SET 5/8" IRON
ROD AND CAP
PINNACLE LB 8218"
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SET 5/8" IRON
ROD AND CAP
"PINNACLE LB 8218"
a.
CONCREt,.
ONE STORY
BUILDING
#3406
F.F. ELEV= 22.00'
21.7'
3.7 N d, g. ��1
v, sr�,
� 1 �01,
TRACT 34
120.00' (R)
a •�k
j OAK
f 0=32"
i •� ..
h OAK �•,a
0=32"
d
�1°1
THE W 120 FT OF
THE E 300 FT OF
LOT 35 OF �a
FOUND 1/2"
IRON ROD -
o , 1.5' W
z N b
HOME ACRES UNIT
(INCLUDED)
SEPTIC
a TANK
0=1
REMAINDER OF TRACT 35
(NOT INCLUDED)_
SCALE:1"=20'
FENCE
i0.1' N &
0.7'W
SET 5/8" IRON
ROD AND CAP
"PINNACLE LB 8218"
X
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p Z
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n0
0
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c"
FENCE
0.4'N&
0.2'E
FOUND 1/2"
-IRON ROD
BASIS OF
BEARINGS
S1TEB o Q , LESS THE SOUTH 20' o Q
SETMAGMCH�tf719 (NOTINCLUDED) S�E.6�NNpND05K. o yti/
Ngl�No�,lS
//
-- — 40' RIGHT OF -WAY
n .
TRACT 36 .r
19'ASPHALT, ROADWAY`'
VERTICAL DATA IN N.A.V.D. 1988
(SURVEY FOOT)
ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND MEASURED UNLESS OTHERWISE NOTED
LEGAL DESCRIPTION:
THE SOUTHE W 120 FT OF THE E 300 FT OF LOT 35-LESS THE S 20 FT THEREOF, OF HOME
ACRES UNIT 2, AS PER PLAT RECORDED IN PLAT BOOK 7, PAGE 28, OF THE PUBLIC
RECORDS OF ST. LUCIE COUNTY, FLORIDA.
CERTIFIED TO:
THI
FLOOD ZONE: C
12111CO178J
ZONE: A
EFF: 2/16/2012
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STORM WATER TREATMENT
1" TIMES THE ADDITIONAL IMPERVIOUS AREA FOR THE ON -SITE
PARKING LOT AND ASSOCIATED WALKWAY
AREA = 1,766 SF X 2 (PER COUNTY REQUIREMENT) = 3,532 SF
VOLUME = 1 IN. X 3,532 SF X (T�) = 295 CF
TOTAL DRY DETENTION VOLUME PROVIDED = 309 CIF
9,Y �I:Ako-woo Wr
S?e_ce�'
�iG;,Cel1 �QtJ�1 �U 11� �; G�2S
G •
C7 0 ! GRAPHIC SCALE
m e�
1 inch = 10 (L
II/� A etc
U4esl��Ce
■ - E PTIC TANKS
(TO REMAIN)
I21. 2L9 PROP 4' CONCRETE SIDEWALK
EXISTING I 9e -
21.90
STRUCTURE
30'
■ 12'
■ �-
I EXISTING 1 STORY
STRUCTURE
(TO REMAIN) 1.aa
■ PROP 4' CONCRETE SIDEWALK
EX CONC
(TO REMAIN) 18. ��
10'
■
,.84
I
1.90
t,98
a
■
21.92
■
1.8
-
FOWER POLE
REMAIN)
5'
12'
�— 20'
EL 2
a.
o'
0—
EL 20.00 01
■
PROP DRY ■
23' DETENTION 15 61
1' DEEP .
25 Q
1.38 12 ■
.a .
Is m mj — — — — --
ED � � ► >�e O �c.k `��ec�S Q � � G� b vr
----__------ 1"ijeo------------
SW DALE PLACE — — — — — — — �i2vvlc�C' �e'Gi1�ns L�9TT�,C�`V� vl� zP� �a A1G�\S
R
55' RW ( W�-
�e�Tlavts SC�Gc}!�t'� �as
"A
PERMIT SET
NOTE: ELEVATIONS ARE NAVD 88
LEGEND
w PROPOSED WATER LINE (SIZE NOTED
—� w PROPOSED GATE VALVE AND BOX
—4- w PROPOSED REDUCER
w FIRE HYDRANT
�w SAMPLE POINT
EXISTING WATER LINE
EXISTING GATE VALVE
s PROPOSED SANITARY SEWER LINE
4 s SANITARY SEWER FLOW DIRECTION
EXISTING SANITARY SEWER LINE
sD PROPOSED DRAINAGE SYSTEM
—v EXISTING DRAINAGE SYSTEM
77 PROPOSED PAVEMENT
F- - PROPERTY BOUNDARY
FM — PROPOSED FORCE MAIN LINE
—v w— EXISTING FORCE MAIN LINE
GENERAL NOTES:
1. ALL DRAINAGE SYSTEMS SHALL BE PUMPED DOWN TO
BELOW ONE-THIRD OF THE DIAMETER OF THE PIPE (FROM
THE INVERT) AND LAMPED AS A REOUIREMENT OF THE
FINAL DRAINAGE INSPECTION.
CaU 48 hom
befom you dig NOTE:
CONTRACTOR TO VERIFY
DEPTH AND LOCATION OF
EXISTING UTILITIES PRIOR
(IsAs!xri*Flb�
TO ANY CONSTRUCTION.
9-00932-0 71
9M1 hk. 91tla 0A
PAVEMENT SPECIFICATIONS
1.5' (COMPACTEO THICKNESS APPUED IN TWO 3/4'UFTS)
TYPE SP-9.5 ASPHALT OR 1.5- (PLACED IN
ONE UR) TYPE SP-12.5 ASPHALT.6"
UMEROCK CR EOUVALENT (L9R 100) COMPACTED
EW:ARINGSURFACE
TO 98%MAX. DENSITY PER AASHTO T-180.
PRIME & TACK COAT PER FOOT SECTIION 300.
12' COMPACTED TO 98% MAX. DENSITY
PER AASHTO T-180.
J
Q
U
DATE 8-3-20
DRAWN BY BR
..B. PG.
SCALE I"
JOHN F- WHEELER
PROFESSIONAL ENGINEER
LICENSE NO. 25475
STA c OF FLORIDA
ENG N0. E9-0003591
DATE
c �C
SHT.NO.
PD3