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Home My WebLink AboutPLANSd I . SCAM B1 St. Lucie 2016 AERIAL PHOTOGRAPH z - � -i 2 NOT TO SCALE Source: mapcard.com USGS TOPOGRAPHIC MAP (1963 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 w .AACEinc.com Certificate of Authorization No. 26794 Source: mapcard.com SITE VICINITY MAPS USDA SOIL SURVEY MAP APPROXIMATE LOCATION OF PROPOSED BUILDING M Source: GoogleEanhPro and USDA NRCS Web Soil Survey 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 SO inches or more, is light gray sand" [from the USDA Soil Survey Manuscript for St. Lucie County, FL (1980)] GEOTECHNICAL ENGINEERING EVALUATION I" "" �"'� SEDONA RESIDENTIAL DEVELOPMENT- PHASE 1 Checked by: DPA Date: January 2018 3156-3166 MORNINGDEW LANE (BLDG. T-13) ST. LUCIE COUNTY, FLORIDA AACE File No: 17-249 Sheet No. 1 r oa SD=31 10.70 ._. .� .5 � 1090 0 cTE y 11 N CONST. 112 LF OF - i�'; 2C RCP O 0.62% - � `-9.85rt, 3 `s T-21 5 16:0 ' 1032 6 10.76 so-z9 ' ca,sT. / MKL 1.. KIOSK 10. GONST. 83 LF, OF 10.8 .. 18'RCP 00\�5� °Cot «I , �� -•i.�' � 10.76 IS' 1070 ... 5 011 ~ - CONST. 50 LF OF _ 7�.T 10.00 3.74R zi Lv ®asoR � Y 122 LF O 0.50% .,;,.. SD-33 MORNINGDEP LANE � . B" 8. WM •. L `' 1 90 SD-28 ._. x { r Re ( 1 -_ .' 11_ IL o .3 j I I T �14 TB-3 j s FF 0' 1100 -— -- ---1 — —7. 89°19'20-E 1 21.26 • -' ' g `N 17 R TB-1 TB-2 DATE: 01/16/2018 DATE: 01/16/2018 0r—....... 15L ........... U EOB O N TAN/LT. BROWN FINE SAND (SP) W. CLAY NODULES GRAY FINE SAND (SP) GRAY SL. CLAYEY14 W SILT AND CLAY [MIX] 1 'D FINE SAND (SP—SC) K. GRAY FINE SAND (SP), DK. GRAY FINE SAND (SP), T/O.RCOTS.................... 6,0' — ORANGE=BROWN FINE SAND (SP), T/O CLAY 1 ............................. - LT. GRAY FINE SAND (SP) EOB O 1 TB-3 DATE: 01/16/2018 T/O ROOTS GRAY -BROWN .................. FINE SAND (SP) 6.0 ORANGE —BROWN FINE SAND (SP), T/O CLAY GRAY FINE SAND (SP), -TA .CLAY. NODULES ............ . LS E01 GRAY SL CLAYEY FINE SAND (SP—SC) GRAY FINE SAND (SP) W. SILT AND CLAY [MIX] GRAY FINE SAND (SP) TAN/LT. BROWN CLAYEY FINE SAND (SC) DK. GRAY FINE SAND (SP), T/O ROOTS GRAY —BROWN FINE SAND (SP) _...................... BLS GRAY V. SILTY FINE SAND (SM) -............................................................................................ BLS LEGEND: NOTES E] FINE SAND (SP) TB-# M SLIGHTLY CLAYEY FINE SAND (SP—SC) Standard Penetration Test Boring EM CLAYEY FINE SAND (SC) ® SILTY FINE SAND (SM) The shown boring locations were determined in the field using the Z provided site plan, obtained aerial photographs, existing site features, and 0 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 T measurement used. NOT TO SCALE Sheet No. 2 Source: Reference Sheet No. 6 of plans prepared by Culpepper & Terpening, Inc. (dated 02/20117) ® ANDERSEN ANDRE CONSULTING ENGINEERS, INC. BORING LOCATION PLAN AND 834 SWSmn Avenue, Port SL Lucie, FL 34983 772-807.9191 vmIv.AACEinc.com SOIL BORING PROFILES Certificate of Authorization No. 26794 5 10 15 NOTES: TB—# STANDARD PENETRATION TEST [SPT] BORING (ASTM D1586) N SPT RESISTANCE IN BLOWS PER FOOT X.X. 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: DTH DRILL CREW CHIEF: PT DRILL RIG: CME-45 DRILL METHOD: ROTARY—WASH/BENTONITE SLURRY CASING: NOT NEEDED HAMMER TYPE: MANUAL/SAFETY GEOTECHNICAL ENGINEERING EVALUATION SEDONA RESIDENTIAL DEVELOPMENT -PHASE 1 3156-3166 MORNINGDEW LANE (BLDG. T-13) ST. LUCIE COUNTY. FLORIDA Checked AACE File No: 17-249 Date: January 2018 Date: January 2018 Sheet No. 2 ` 7-j3 SCANNED BY St. Lucie Countv 2016 AERIAL PHOTOGRAPH USGS TOPOGRAPHIC MAP (1983 USGS Quadrangle Map of "Fort Pierce, Florida") � ' L■W is° i '1 _ I �` "�' t n 121x� •� I EDWARDS RD ' /E '�� ee• � � '_''"�I, o� ��iFFRCE S�'• r.J 11 SITE- r r ^ 64 \ .. W � v ;• O ..✓✓4 b Source: mapcard.com SECTION 29 TOWNSHIP 35S RANGE 40E I NOT TO SCALE Source: mapcerd.com ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Svran Avenue, Port St Lucie, FL 34983 772-807-9191 w .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 31663199 MORNINGDEW LANE (BLDG. T-13) ST. LUCIE COUNTY, FLORIDA Checked by: DPA AACE File No: 17-249 Date: January 2018 Sheet No. 1 D / . E14 . P rr a —TREi SD-31 O RCLE :I• CONst:112 LF OF 24 RCP 00.625 —�---K .�8.85. _ rii3 N 32, t i } FF=12.00' - +( CONST. w 2 SO-29 ® s - nSD 10.3IS' RC 63 0. OF io.a 19- ET; ®o.55x t -1 70 ZZj 10.35 5 49 i1 lii-, 1070M:� coNsr. So LF of 10.00 '� • i - T'�-15- RCP 0 3.74% W �� 1 122 LF 0 0.505� _ z vosSD-3 lamr- MORNINGDEW 701 D RB9010 0 y1.1 -11 I 11.3 I' TB-2 . I TB-1 TB-3I "'rw U I T�14 t FF,l2oo• 11.00 _ _ _ _•1 SD 11 899420-E 1 21.2��— NOT TO SCALE TB—# Standard Penetration Test Boring 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. Sheet No. 2 Source: Reference Sheet No. 6 of plans prepared by Culpepper & Terpening, Inc. (dated 02120/17) TB-1 DATE: 01/16/2018 TB-2 DATE: 01/16/2018 0 •• ............................. TAN/LT. BROWN FINE SAND (SP) W. CLAY NODULES GRAY SL. CLAYEY FINE SAND (SP-SC) 1 DK. GRAY FINE SAND (SP), .1. :.ROOTS ' 17 .:::::: ORANGE -BROWN FINE SAND (SP), 1 T/O CLAY 03 213 F iSii LT. GRAY FINE SAND (SP) EOB O GRAY FINE SAND (SP) W. SILT AND CLAY [MIX] TB-3 DATE: 01/16/2015 DK. GRAY FINE SAND (SP), T/O ROOTS •GRAY -•BROWN FINE SAND (SP) 6.9LIF ORANGE -BROWN FINE SAND (SP), T/O CLAY 1 GRAY FINE SAND (SP), -T,/A .CLAY. NODULES. ' 9LS EOB O GRAY SL CLAYEY FINE SAND (SP-SC) GRAY FINE SAND (SP) W. SILT AND CLAY [MIX] GRAY FINE SAND (SP) TAN/LT. BROWN CLAYEY FINE SAND (SC) DK. GRAY FINE SAND (SP), T/O ROOTS GRAY -BROWN FINE SAND (SP) ....................... BLS A A 10 GRAY V. SILTY FINE SAND (SM) 15........................................................................................... j 15 EOS O 15' BLS LEGEND: FINE SAND (SP) SLIGHTLY CLAYEY FINE SAND (SP—SC) CLAYEY FINE SAND (SC) SILTY FINE SAND (SM) ® ANDERSEN ANDRE CONSULTING ENGINEERS, INC. BORING LOCATION PLAN AND 834 SW Swan Avenue, Port St. Lucie, FL 34983 772-807-9191 vmv.AACEinc.com SOIL BORING PROFILES Certificate of Authorization No. 26794 NOTES: TB-# STANDARD PENETRATION TEST [SPT] BORING (ASTM D1586) N SPT RESISTANCE IN BLOWS PER FOOT XX 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: DTH DRILL CREW CHIEF: PT DRILL RIG: CME-45 DRILL METHOD: ROTARY-WASH/BENTONITE SLURRY CASING: NOT NEEDED HAMMER TYPE: MANUAL/SAFETY GEOTECHNICAL ENGINEERING EVALUATION SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1 3166-3199 MORNINGDEW LANE (BLDG. T-13) ST. LUCIE COUNTY, FLORIDA Checked by: DPA AACE File No: 17-249 Data: January 2018 Sheet No. 2