HomeMy WebLinkAboutSITE MAP2016 AERIAL PHOTOGRAPH
z
O
2
NOT TO SCALE
MD SIMI lip
AS
miwvog
Source: mapcard.com
USGS TOPOGRAPHIC MAP
(1983 USGS Quadrangle Map of "Fort Pierce, Florida")
SECTION 29
TOWNSHIP 35S
RANGE 40E
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
834 SW Swan Avenue, Port St. Lucie, FL 34983 772-807-9191 www.AACEinc.com SITE VICINITY MAPS
Certificate of Authorization No. 26794
USDA SOIL SURVEY MAP
USDA NRCS SOIL TYPE IN VICINITY OF PROPOSED BUILDING
55: Winder loamy sand
"Typically, the surface layer is 6 inches thick. It is black loamy sand in the upper 3
inches and very dark gray loamy sand in the lower 3 inches. The subsurface layer is
sand 6 inches thick. It is grayish brown in the upper 3 inches and light brownish gray
in the lower 3 inches. The subsoil extends to a depth of 61 inches. In sequence, it is
dark grayish brown sandy clay loam with a few light brownish gray sandy tongues of
the subsurface layer in the upper 9 inches; gray sandy clay loam in the next 12
inches; dark gray sandy loam in the next 16 inches; and gray loamy sand in the lower
12 inches. The substratum, to a depth of 80 inches or more, is light gray sand"
[from the USDA Soil Survey Manuscript for St Lucie County, FL (1980)]
GEOTECHNICAL ENGINEERING EVALUATION
SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1
3131-3141 NIGHTFALL CIRCLE (BUILDING T-20)
ST. LUCIE COUNTY, FLORIDA
Drawn by: PGA
Checked bv: DPA
AACE File No: 17-249
Date: June 2018
Date: June 2018
Sheet No. 1
I
U
®,
PER rONQ'2!0 +
'j
rDOST OAKL..
(slm)
,..��' ,.'�: �"" .. .--'%:'"a.-�",,,.:.:�e-`' 1URi'BlOdt i0R 20'.`'•y'.. ..
_77—
pv_{.-... ,•c FlRE ACCi•SS -TW) .,
SD 38 , L
AB 2
5 3
t. iiso� N® _
TB-1 7 °22
i`=19..AB FF 2oo r'
;SEE 2 G0 1 la:
t 70 1
SO'3 MGH
.` CONST 112 <F OF - ... 5 404JSi I72 tF`OF....
r
i_, �S RCA O 103 -•.�:. � . ��:., yr ,,,,,tj _ %�i - 24 RCP':-0062X
.
j 'L
( J,16
( Ff 200 i
}
=12�
. , .. Ff:OD
MAL
y�f1 �.1� 1Q80 % RECYC6E r
10
ti
f i
970
DMSr so u=
R�
sR 122:� ®o5�t, �A m o sox {
� 1s s
8"• B,. 51t1 se,` MORNM(;DEIf: LINE 122
- �� .'-.t t L, r •l t Z) i�� �,�• P - . ( �' ..:� 1 1'y^ .� -,- '}`� S y `Y4= 1� -emu lf'%
l:.
IF Or.
T�15 rU3 ; T'14 T 13
ii �{
1200, ttt 3 . Ff=7200'
l.' .. xi f = 1:;:R d 1 . d I ::• .0 .:,;d-, - i ;.: i ai
LEGEND AND NOTES
Standard- Penetration Test Boring
AB-#
- Auger Boring
The shown boring locations were determined in the field using the
Z provided site plan, obtained aerial photographs, existing site features, and
O a combination of a WARS -enabled handheld GPS instrument and
tape/wheel measurements. The shown boring locations should be
considered accurate only to the degree implied by the method of
_ measurement used.
NOT TO SCALE Sheet No. 2 Source: Reference Sheet No. 5 of plans prepared by
Culpepper & Terpening, Inc. (dated 02/20/17)
TB-1 AB-1 AB-2
DATE: 05/29/18 DATE: 05/29/18 DATE: 05/29/18
N
p ............................ BROWN FINE SAND.(SP).......... ...................... p
' GRAY -BROWN SL. CLAYEY GRAY SL. CLAYEY
FINE SAND (SP-SC) GRAY V. CLAYEY FINE SAND (SC) ;: FINE SAND (SP-SC)
18
DK. BROWN FINE SAND (SP)
W
L 5 5�Q'_� .1.4 ....
.... 5
- _ '�"�������������������ss_t�. ��ORANGE=BRUVVN SL. CLAYE
1 :: BROWN FINE SAND (SP), - FINE SAND (SP-SC)
.. in T/O CLAY
m
x
IL
.7RAY-BROWN CLAYEY
'INE SAND (SC) ORANGE -BROWN
ORANGE -BROWN SL. CLAYEY SL CLAYEY TO CLAYEY
TO CLAYEY FINE SAND (SP-SC/SC) FINE SAND (SP-SC/SC)
................... :...... .. .................. 10
EOB A 10' BLS EOB � 10' BLS
GRAY-CLAY-(CL),
FM T/O SAND
15............................................................................................ 15
EOB ® 15' BLS
SOIL GRAPHICAL LEGEND: DRILLING NOTES:
TB—# STANDARD PENETRATION TEST [SPT1 BORING (ASTM D1586)
FINE SAND (SP) N SPT RESISTANCE IN BLOWS PER XjC_1W GROUNDWATER TABLE (FT BELOW EXIST. GRADE) AT TIME DRILLED
Ell
SLIGHTLY CLAYEY -FINE SAND SP—SC BLS END OF BORING
( � BLS BELOW LAND SURFACE
SP, SP—SC, ETC: ®
CLAYEY FINE SAND (SC) UNIFIED SOIL CLASSIFICATION SYSTEM [USCS1
USCS GROUPS DETERMINED BY VISUAL CLASSIFICATION
®DRILL CREW FIRM: AACE
CLAY (CL) DRILL CREW CHIEF: RL
DRILL RIG: DIEDRICH D-25
DRILL METHOD: ROTARY—WASH/BENTONITE SLURRY
CASING: NOT NEEDED
HAMMER TYPE: AUTOMATIC/SAFETY
ANDERSEN ANDRE CONSULTING ENGINEERS, INC. BORING LOCATION PLAN AND
834 SW Swan Avenue, Port St. Lucie, FL 34983 772-807-9191 www.AACEinc.com SOIL BORING PROFILES
Certificate of Authorization No. 26794
GEOTECHNICAL ENGINEERING EVALUATION
Drawn by: PGA
SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1
Checked by: DPA
3131-3141 NIGHTFALL CIRCLE (BUILDING T-20)
ST. LUCIE COUNTY, FLORIDA
AACE File No: 17-249
Date: June 2018
Date: June 2018
Sheet No. 2