HomeMy WebLinkAboutMAPSc
2016 AERIAL PHOTOGRAPH
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Q
2
NOT TO SCALE
USGS TOPOGRAPHIC MAP
(1983 USGS Quadrangle Map of "Fort Pierce, Florida")
Source: mapcard.com
SECTION 29
RANGE 40E
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
834 SW Swan Avenue, Port SL Lucie, FL 34983 772-807.9191 www.AACEInc.co n
Certificate of Authorization No. 26794
source: mapcard.com
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SITE VICINITY MAPS
LOCA
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.4.
USDA SOIL SURVEY MAP
Source: GoogleEarthPro
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
BUILDINGS T-14 AND T-15
ST. LUCIE COUNTY, FLORIDA
Drawn by: PGA
Checked by: DPA
AACE File No: 17-249
Date: February 2018
Date: February 2018
Sheet No. 1
2016 AERIAL PHOTOGRAPH
Source: mapcaraxom
, iUnoo of
USGS TOPOGRAPHIC MAP
(1983 USGS Quadrangle Map of "Fort Pierce, Florida")
SECTION 29
- - TOWNSHIP-35S--
RANGE 40E
2
NOT TO SCALE
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
834 SW Swan Avenue, Port St. Lucie, FL 34983 772-807-9191 www.AACEInc.com
Certificate of Authorization No. 26794
source: mapcarc.com
�06�5 ate"7
-A JS�
Q;�ivr,(b"JS
SITE VICINITY MAPS
USDA SOIL SURVEY MAP
[1!IIIIU=1ILI\T1MINYMae] j7Z61Z411947-4i111171LV
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 & 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
31703180 SE MORNINGDEW LANE (BUILDING T-14)
ST. LUCIE COUNTY, FLORIDA
Drawn by: PGA
Checked by: DPA
AACE File No: 17-249
Date: February 2018
Date: February 2018
Sheet No. 1
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Mt-ITFS
TB-#
Standard Penetration Test Boring
AB4
- Auger Boring
J
TB-2
DATE: 02/24/18
N
AB-3
DATE: 02/24/18
............................
BROWN FINE SAND (SP),
T/O CLAY
C. 19 5 GRAY SL. CLAYEY
200: 12 FINE SAND (SP-SC)
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5 1.
I
1
m MC--23
-200: 20
a
or.......
........................
LT. BROWN FINE SAND (SP)
.GRAY. CLAYEY ................... _1/�
FINE SAND (SC) EOS O 1
BROWN -GRAY SL CLAYEY
FINE SAND (SP-SC)
GRAY CLAYEY FINE SAND (SC)
AB-4
DATE: 02/24/18
GRAY FINE SAND (SP)
LT. GRAY CLAYEY
FINE SAND (SC)
GRAY/DK. GRAY SL. CLAYEY
FINE SAND (SP-SC)
-8i.......................EOB O 1
.......................
DK. GRAY SL CLAYEY
FINE SAND (SP-SC)
GRAY/DK. GRAY CLAYEY
FINE SAND (SC)
n
LT. BR0Wk' FINE' SAMO SP , 5
T/O CLAY
BROWN -GRAY CLAYEY
FINE SAND (SC)
BLS
......................�10
GRAY CLAY (CL),
T/0 SAND
15 ............. V . ............................................. 15
EOB O 15' BLS _ -y �
SOIL LEGEND:
FINE SAND (SP)
SLIGHTLY CLAYEY FINE SAND (SP-SC)
® CLAYEY FINE SAND (SC)
® CLAY (CL)
_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 WARS -enabled handheld GPS instrument and ;
tape/wheel measurements. The shown boring locations should be
--I considered accurate only to the degree implied by the method of
= measurement used.
NOT TO SCALE Sheet No. 2 Source: Reference Sheet No. 6 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.com
Certificate of Authorization No. 26794
BORING LOCATION PLAN AND
SOIL BORING PROFILES
BUILDING T-15
DRILLING NOTES:
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
EOBEND OF BORING
BLS BELOW LAND SURFACE
SP, SP-SC, ETC:
UNIFIED SOIL CLASSIFICATION SYSTEM [USCS]
USCS GROUPS DETERMINED BY VISUAL CLASSIFICATION
EXCEPT FOR NOTED LABORATORY TESTS
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
SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1
BUILDINGS T-14 AND T-15
ST. LUCIE COUNTY, FLORIDA
Drawn by: PGA
Date: February 2018
Checked by: DPA
Date: February 2018
AACE File No: 17-249
Sheet No. 3
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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. 6 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.com
Certificate of Authorization No. 26794
TB-1 AB-1
DATE: 02/24/18 DATE: 02/24/18
0 .................. ROWN-GRAY'SL'.
LT. BROWN SL. CLAYEY FINE SAND (SP-5
FINE SAND (SP-SC) MC: 21 GRAY CLAYEY
MC: 20 GRAY CLAYEY
-200: 18 FINE SAND (SC)
-20D: 20 FINE SAND (SC) .
5
I
,9 1
m
x MC: 28
0_ -200: 13
c ...
15 .........
EOB m
AB-2
DATE: 02/24/18
BROWN/DK. BROWN
-LT; -BROWN -FINE- SAND- (SP)........ ' FINE -SAND '(SP); ............... .
e.0_w T/O CLAY 6-0_�
'SL'.' CLAYEY - - 1 0
FINE SAND (SP-SC)
GRAY/DK. GRAY CLAYEY
FINE SAND (SC)
DK. GRAY SL. CLAYEY
FINE SAND (SP-SC)
LT. BROWN FINE SAND (SP) 5
ORANGE -BROWN CLAYEY GRAY TO ORANGE -BROWN
FINE SAND (SC) GRAY/DK. GRAY SL. CLAYEY SL CLAYEY
- FINE SAND (SP-SC) FINE SAND (SP-SC)
01 LT. GRAY CLAYEY
--FINE SAND .(SC) ................ ...................... 10
GRAY SL CLAYEY EOB ® 10' BLS EOB O 10' BLS
FINE SAND (SP-SC)
GRAY CLAY (CL),
T/O SAND
—............................................................................................ 15
i BLS
SOIL LEGEND:
FINE SAND (SP)
SLIGHTLY CLAYEY FINE SAND (SP-SC)
® CLAYEY FINE SAND (SC)
® CLAY (CL)
BORING LOCATION PLAN AND
SOIL BORING PROFILES
BUILDING T-14
DRILLING NOTES:
TB—# STANDARD PENETRATION TEST [SPT) BORING (ASTM D1586)
N SPT RESISTANCE IN BLOWS PER FOOT
X,X W_ GROUNDWATER TABLE (FT BELOW EXIST. GRADE) AT TIME DRILLED
EOB END OF BORING
BLS BELOW LAND SURFACE
SP, SP—SC, ETC:
UNIFIED SOIL CLASSIFICATION SYSTEM [USCS)
USCS GROUPS DETERMINED BY VISUAL CLASSIFICATION
EXCEPT FOR NOTED LABORATORY TESTS
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
SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1
BUILDINGS T-14 AND T-15
ST. LUCIE COUNTY, FLORIDA
Drawn by: PGA
Date: February 2018
Checked by: DPA
DataFebruary 201E
AACE File No: 17.249
Sheet No. 2
r4
M
NOTES
TB-#
Standard Penetration Test Boring
AB-#
- Auger Boring
TB-1
AB-1
AB-2
DATE: 02/24/18
DATE:
02/24/18
DATE:
02/24/18
pIN
............................
LT. BROWN SL CLAYEY
FINE SAND (SP-SC) MC: 21
GRAY CLAYEY -200: 18
ROWN=GRAY'SL'.'CLAYEY........
FINE SAND (SP-SC)
GRAY CLAYEY
FINE SAND (SC)
ROWN-GRAY'SL'.'CLAYEY "
FINE SAND (SP-SC)
GRAY/DK. GRAY CLAYEY
FINE SAND (SC)
..
5
:::BROWN/DK.
.::::
.:: •.;
FINE SAND (SC)•.
• iT: •BROWNFlNE• SAND• SP ........
f )
e.o
BROWN::
FINE 'SAND '(SP); """""'
T/O CLAYsORANGE—BROWN
DK. GRAY SL CLAYEY
FINE SAND (SP—SC)
......................
LT. BROWN FINE SAND (SP)
:.�.:.
::.;:
::
CLAYEY
FINE SAND (SC)
.....................
GRAY SL CLAYEY EOB
GRAY/DK. GRAY SL. CLAYEY
FINE SAND (SP—SC)
LT. GRAY CLAYEY
INE.SAND.(SC)............... .
BLS EOB
GRAY TO ORANGE —BROWN
SL CLAYEY
FINE SAND (SP—SC)
......................
BLS
�
O 10'
O 10'
FINE SAND (SP—SC)
n
5
10
L ........' LT/OYSANDY(CL)......................................
15 ............... d 15
EOB O 15' BLS
The shown boring locations were determined in the field using the
---provided site plan, obtained aerial -photographs, existing site features, and —
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. 6 of plans prepared by
Culpepper & Terpening, Inc. (dated 02/20/17)
ANDERSEN ANDRE CONSULTING ENGINEERS, INC
834 SW Swan Avenue, Port SL Lucie, FL 34983 772.807.9191 www.AACEInc.com
Certificate of Authorization No. 26794
SOIL LEGEND:
FINE SAND (SP)
SLIGHTLY CLAYEY FINE SAND (SP-SC)
® CLAYEY FINE SAND (SC)
® CLAY (CL)
BORING LOCATION PLAN AND
SOIL BORING PROFILES
DRILLING NOTES:
TB-# STANDARD PENETRATION TEST [SPT) BORING (ASTM D1586)
N SPT RESISTANCE IN BLOWS PER FOOT
GROUNDWATER TABLE (FT BELOW EXIST. GRADE) AT TIME DRILLED
EOB END OF BORING
BLS BELOW LAND SURFACE
SP, SP-SC, ETC:
UNIFIED SOIL CLASSIFICATION SYSTEM [USCS)
USCS GROUPS DETERMINED BY VISUAL CLASSIFICATION
EXCEPT FOR NOTED LABORATORY TESTS
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
SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1
3170.3180 BE MORNINGDEW LANE (BUILDING T-14)
ST. LUCIE COUNTY, FLORIDA
Drawn by: PGA i Date: February 2018
Checked by: DPA Data
February 2018
AACE File No: 17.249 1 Sheet No. 2