1729 MARITIME OAK DR - FORM BOARD ELEV FORM BOARD ELEVATION CERTIFICATE
Date Permit Number: 7 0/._35
Address: /7z9 /& /;tee c) wiz Le / "
All American Surveyors Work Order # /5 9c) i3
Required Slab Elevation on City Approved Site Plan:
/ Z v
Actual Elevation of Form Board or Grade Stake:
/Z. /G
Survey Company:
ALL AMERICAN SURVEYORS OF FLORIDA INC.
3751 San Jose Place, Suite 15
Jacksonville FL 32257 Work Phone: 904-279-0088
Signature of Surveyor: (PartyChief)
�, _,
UNIVERSAL UES Project No: 0910.1400187.0000
Workorder No: 194006-1
1111 PI ENGINEERING SCIENCES Report Date: 11/2/2017
Consultants In:Geotechnical Engineering•Environmental Sciences
Geophysical Services•Construction Materials Testing•Threshold Inspection
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 Report
Client: UES Technician: Michael Zimmerman
160 Cape May Avenue
Ponte Vedra 81 Date Tested: 11/02/2017
Project: 1729 Maritiem Oak Dr, Atlantic Beach Country Club
L
Area Tested. lot 97 Type of Test:
Material: I 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.
Maximum Optimum Field Dry Field Soil Fill
TestDepth Pass
Density Moisture Density Moisture Compaction
No. Location of Test Range (pcf) WA (pcf) (Vol l%1 (inch) or Fail
1 4' N X 4' E FROM SWC 0 - 1 ft 102.3 14.6 98.8 12.9 97 N/A Pas:
2 4' S X 4' E FROM NWC 0-1 ft 102.3 14.6 97.7 10.9 96 N/A Pas:
3 4' S X 4' W FROM NEC 0 -1 ft 102.3 14.6 100.9 12.0 99 N/A Pas:
4 4' N X 4' W FROM SEC 0 -1 ft 102.3 14.6 101.1 12.9 99 N/A Pas:
T nnlnh/irh n m..i..nl nmMn4:nn h.I I.,.. rnn/n nlinnle. fhn D,hI..n..4 n..rnn/..nn nll mnnrl.•n.n e•..hm:Hnrf nn nnn�rin niinl nm nn.f..of n..r nlinnln nnrl n..l+nri-.nfinn