HomeMy WebLinkAboutPLOT PLANS2016 AERIAL PHOTOGRAPH
Source: mapcard.com
SCANNED
BY
't. Lucie County
USGS TOPOGRAPHIC MAP
(1983 USGS Quadrangle Map of "Fort Pierce, Florida")
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SECTION 29
TOWNSHIP 35S
RANGE 40E
NOT TO SCALE
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
834 SW Swan Avenue, Port St. Lucie, FL 34983 772-807-9191 vrxw.AACEInc.com
Certificate of Authorization No. 26794
Source: mapwrd.com
SITE VICINITY MAPS
{
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
3111-3125 MORNINGDEW LANE (BUILDING T-22)
ST. LUCIE COUNTY, FLORIDA
Drawn by: PGA
Checked by: DPA
AACE File No: 17-249
Date: June 2018
Sheet No. 1
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LEGEND AND NOTES TB.#
Standard Penetration Test Boring
ABA#
- Auger Boring
The shown boring locations were determined in the field using the
Z provided site plan, obtained aerial photographs, existing site features, and
a combination of a WAAS-enabled handheld GPS instrument and
,p 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)
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
834 SW Swan Avenue, Port St. Lucie, FL 34983 772.807.9191 www.AACEInc.conn
Certificate of Authorization No. 26794
TB-1
DATE: 05/29/18
0E.........
1
s.R
EOB
GRAY -BROWN FINE SAND (SP)
AB-1
DATE: 05/29/18
GRAY -BROWN CLAYEY
•,•,•,•
FINE SAND(SC}•
6-
0-
'GRAY-BROWN 'FINE' SAND' (SP); 'EOB 0 11
T/O CLAY
LT. BROWN/BROWN
FINE SAND (SP),
T/O CLAY
AB-2
DATE: 05/29/18
..........Bs.f ..
ORANGE -BROWN -
SL. CLAYEY
FINE SAND (SP-SC)
GRAY -BROWN SL. CLAYEY
FINE SAND (SP-SC)
BLS EOB
0
BROWN FINE SAND (SP)
GRAY -BROWN SL. CLAYEY
FINE SAND (SP-SC)
5
ORANGE -BROWN
SL. CLAYEY TO CLAYEY
FINE SAND (SP-SC/SC)
t— ...
0' BLS ................... 1 10
GRAY CLAY (CL),
T/O SAND
_............................................................................................
BLS
SOIL GRAPHICAL LEGEND:
FINE SAND (SP)
SLIGHTLY CLAYEY FINE SAND (SP—SC)
® CLAYEY FINE SAND (SC)
® CLAY (CL)
DRILLING NOTES:
15
TB-# STANDARD PENETRATION TEST [SPT] BORING (ASTM D1586)
N SPT RESISTANCE IN BLOWS PER FOOT
xx_w GROUNDWATER TABLE (FT BELOW EXIST. GRADE) AT TIME DRILLED
EOBT END OF BORING
BLS BELOW LAND SURFACE
SP, SP-SC, ETC:
UNIFIED SOIL CLASSIFICATION SYSTEM [USCS]
USCS GROUPS DETERMINED BY VISUAL CLASSIFICATION
DRILL CREW FIRM: AACE
DRILL CREW CHIEF: RL
DRILL RIG: DIEDRICH D-25
DRILL METHOD: ROTARY-WASH/BENTONITE SLURRY
CASING: NOT NEEDED
HAMMER TYPE: AUTOMATIC/SAFETY
GEOTECHNICAL ENGINEERING EVALUATION
BORING LOCATION PLAN AND SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1
SOIL BORING PROFILES 3111.312SMORNINGDEWLANE (BUILDING T-22)
ST. LUCIE COUNTY, FLORIDA
Drawn by: PGA
Checked by: DPA
AACE File No: 17.249
Date: June 2018
Sheet No. 2