1625 ATLANTIC BEACH DR ELEV CERT FORM BOARD ELEVATION CERTIF
DATE:-V--z,/-
PERMI
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NUM R:
ADDRES
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A.A.S. WORK ORDER NO.
REQUIRED SLAB ELEVATION ON CITY
APPROVED SITE PLAN: /o .r-�
ACTUAL ELEVATION OF FORM BOARD OR
GRADE STAKE: —/o c--i
.SURVEY COMPANY
NAME: ALL AMERICAN SURVEYORS OF FLORIDA INC.
6820 SOUTHPOINT PARKWAY, SUrFE 4 JAX, FL 32216 (904) 279-0088
SIGNATURE 0
SURVEYOR.- Chief)
LIES Project No: 0910.1400187.0000
UNIVERSAL Workorder No: 154758-1
ENGINEERING SCIENCES Report Date: 05/08/2015
Consultants lr�Geotechrical Engineering-Environmental Sciences
Geophysical Services,Materials Testing-Threshold inspection
Building Code Administration,Compliance Inspection&Plan Review
Blvd So.,Jacksonville,FIL 32257 P:904-296-0757 -F:904-296-0748
In-Place Density Test Report
Client: Toll Brothers, Inc UES Technician: Corey Jones
160 Cape May Avenue Date Tested: 05/07/2015
Ponte Vedra, FL 32081
Project: Atlantic Beach Country Club
Atlantic Beach Country Club Atlantic Beach, County, FL 32233
Type of Test;
Area Tested: house pad Field: ASTM D-6938 Nuclear Gauge Method
Material: Fill Laboratory: ASTMD1557 Modified Proctor
Reference Datum: 0 = Top of Fill
The tests below meet the minimum 95%relative soil compaction requirement of Laboratory Proctor maximum dry density.
Maximum Optimum FlaidDry Field Soil Pass
Test Density Moisture Density Moisture Compaction or
No. Location of Test Range (Pcf) (%) Pcf) I%) Fall
1 NE CORNER OF HOUSE PAD 0-1 ft 105.3 14.0 106.5 9.0 101 Pass
2 SE CORNER OF HOUSE PAD 0-1 It 105.3 14.0 105.7 9.8 100 Pass
3 SW CORNER OF HOUSE PAD 0-1 I't 105.3 14.0 107.6 8.4 102 Pass
4 NW CORNER OF HOUSE PAD 0-1 Ift 105.3 14.0 100.3 7.8 95 Pass
5 CENTER OF HOUSE PAD 0-1 ft 105.3 14.0 101.3 7.9 96 Pass
To ontinbicsh a t-Univel-i-l's cli0ins,the Public andoomanves,allispons,am sobbliffedas cenifidinvialpmporlyofourellents and
authonzation iorpubtleation ofstaterrents,cenclusions oreWmds(norn orrogerving Univamal's reportsesmsenvadpending�w6ften appoeval,
UES Project No: 0910.1400187.0000
UNIVERSAL WorkorderNo: 154691-1
ENGINEERING SCIENCES Report Date: 5/1/2015
Consultants in:Geotechrical Engineering,Environmental Sciences
Geophysical Semites-Construction Materials Testing-Threshold inspection
ng Inspection-Plan Redim,Building code Administration
5561 Florida Mining Blvd Sl Jacksonville, 32257 - IF.9W296-0757 -F:904-296-0748
In-Place Density Test Rem
Client: UES Technician: Michael Hawkins
160 Cape May Avenue Date Tested: 05/01/2015
Ponte Vedina, FL 32081
Project: Atlantic Beach Country Club
Area Tested: lot 5 house pad. atlantic bch Country club Type of Test
Material: Fill Field: ASTM D-6938 Nuclear Gauge Metho
Reference Datum: 0 = Bottom of Final Grade Laboratory: ASTM D1557 Modified Proctor
The tests below meet the minimum 95%relative soil compaction requirement of Laboratory Proctor mmimum dry density.
Wasal UmDptlmum Rotatory Field Soil Fill
in 0 put Pass
Test Density moisture Density Moisture Compaction ench) or Fail
No. Location of Test Range (Per) t%l (Pcf) 1%) (%1 (i
I EAST CORNER 0-1 ft 105.3 14-0 101.0 14.6 NIA Pas:
2 WEST CORNER 0.1 ft 105.3 14.0 104.8 13.7 100 NIA Pas:
3 SOUTH CORNER 0.1 ft 105.3 14.0 104.9 14-2 100 NIA Pass
4 CENTER 0.1 ft 105.3 14.0 103.1 12.7 98 N/A Pas
To establish a mutusiproateonon to univenears clients,the Putsc and oumlvas,.11 reports are snianniffed as confidentialvosenry afoce-dients and aulhonzabon