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FORM BOARD ELEVATION CERTIFICAT
DATE:
PERMIT
NUMBER:
ADDRESS:
A.A.S. WORK ORDER NO. _A/s- -76,
REQUIRED SLAB ELEVATION ON CITY
APPROVED SITE PLAN: 12-00
ACTUAL ELEVATION OF FORM BOARD OR
GRADE STAKE: 17 , 1,1
SURVEY COMPANY
NAME: ALL AMERICAN SURVEYORS OF FLORIDA INC.
6820 SOUTHPOINT PARKWAY, SUITE 4 JAX, FL 32216 (904) 279-0088
SIGNATURE OF SURVEYOR: (Party Chief)
UNIVERSAL UES Projed No: 0910.1400187.0000
ENGINEERINGOC,I F0, Workorder No: 159334-1
4 mental ScLences 8/21/2015
Consultants In:Geotechnical Engineering*Erm welts Report Date:
Geophysical Services-Construction Materials Testing-Threshold Inspection
E9 Building Inspection-Plan Review-Building Code Administration
5561 Florida Mining Blvd So.,Jacksonville, 32257 - P:904-296-0757 -F:904-296-0748
In-Place-Density Test ReRort
Client:
UES Technician: Jody SwathWood
160 Cape May Avenue
Ponte Vedra, FL 32081 Date Tested: 08/21/2015
Project: Atlantic Beach Country Club
Area Tested: Atlantic Beach Country Lot#101 Type of Test:
Material: Fill Field: ASTM D-6938 Nuclear Gauge Metho
Reference Datum: 0 =Top of Fill Laboratory: ASTM D 1557 Modified Proctor
The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
ITest MaximUM:)ptimum FleldDrY Field Soil
Density Moisture Density Moisture Compaction Depth Pass
No. Location of Test Range (Pcf) (%) (Pd) (%) (%) (inch) or Fail
1 North comer of pad 0-1 ft 105.3 14.0 101.2 10.3 96 N/A Pas:
2 South comer of pad 0-1 ft 105.3 14.0 100.9 10.1 96 N/A Pas:
3 West comer of pad 0-1 ft 105.3 14.0 100.8 10.5 96 N/A Pas:
4 East comer of pad 0-1 ft 105.3 14.0 99.8 11.5 95 N/A Pas:
5 1 Center of pad 105.3 1 14.0 1 100.2 1 11.8 1 95 N/A Pas:
To establish a mutual pn)tection to Universal's clients,the Public and ourselves,all reports are submitted as confidential prOPertY of our clients and authorization
WINEVCKbAL UES Project No: 0910.1400187.0000
ENGINEERING SCIENCES Workorder No: 159061-1
Consultants in:Geotechnical Engineering*Environmental Sciences Report Date: 8114/2015
Geophysical services-Construction Materials Testing*Threshold Inspectior)
Building Inspection Plan Review-Building Code Administration
5561 Florida Mining Blvd So.,Jacksonville, 32257 - P:904-296-07 7 - F: 90 29LO748
5 4.
In-Place Density nr4
Test Re
Client:
160 Cape May Avenue UES Technician: Clifton Cross
Ponte Vedra, FL 32081 Date Tested: 08/14/2015
Project: Atlantic Beach Country Club
Area Tested: Atlantic Beach Country Club - Lot# 10 1 Twe of Test:
Material: Fill Field: ASTM D-6938 Nuclear Gauge Metho
Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor
The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
Test Maximurn3ptimum Field Dry Field F ii-I
Density Moisture Compaction
No. Location of Test Range Density Moisture Soil Depth Pass
1 Southeast Comer of pad (Pcf) (W --(Pcf) (W 1%1 (inch) or Fail
0-1 ft 105.3 14.0 102.6 14.8 9-7
FRange
theast Corner of pad 0_1 ft
rt Corner of pad 0_1 ft
rt Corner of pad 0_1 ft
tou Corner of pad 0_1 ft
S
east N/A Pas!
2 North st Comer of pad 0-1 ft 105.3 14.0 102.7 13.6 98 N/A Pas!
3 Northwest Corner of pad
4 S 0-1 ft 105.3 14.0 104.3 14.9 99 N/A Pas!
Southwest Corner of pad
C 0-1 ft 105.3 14.0 102.0 15.1 97 N/A
5 Center of pad ()_I ft Pas
105.31 14.0 1 102.4 1 13.9 97 N/A Pas:
To establish a mutual protection to Universal's clients,the Public and ourselves,a//reports are submitted as confidential property of our clients and authorization