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545 ATLANTIC BEACH CT - FORM BOARD' FORM BOARD ELEVATION CERTIFICATE DATE: / - / - /( PERMIT NUMBER: zoo ADDRESS: 54'5 A.A.S. WORK ORDER NO. ,44�. A'7--*/ e_ea .,?" REQUIRED SLAB ELEVATION ON CITY APPROVED SITE PLAN: /7 /0 ACTUAL ELEVATION OF FORM BOARD OR GRADE STAKE: //- /Z 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) w IN III p UES Project No: 0910.1400187.0000 Workorder No: 180808-1 ENGINEERING SCIENCES Report Date: 01/12/2017 Consultants In:Geotechnical Engineering•Environmental Sciences Geophysical Services•Materials Testing•Threshold Inspection Building Code Administration,Compliance Inspection&Plan Review 5561 Florida Mining Blvd So.,Jacksonville, FL 32257 -P:904-296-0757 -F:904-296-0748 In-Place Density Test Report Client: Toll Brothers, Inc UES Technician: Brandon Davis 160 Cape May Avenue Date Tested: 01/11/2017 Ponte Vedra, FL 32081 Project: Atlantic Beach Country Club Lot 27, Atlantic Beach, Duval County, FL 32233 Type of Test: Area Tested: House Pad Lot 27 Field: ASTM D-6938 Nuclear Gauge Method Material: Fill Laboratory: ASTM D1557 Modified Proctor Reference Datum: 0 = Top of Fill The tests below meet the 95%minimum compaction requirement. Maximum Optimum Field Dry Field Soil Pass Test Density Moisture Density Moisture Compaction or No. Location of Test Range (pcf) (%) (pcf) (%) (%) Fail 1 Southwest corner of house pad 0- 1 ft 103.3 14.3 104.6 8.6 101 Pass 2 Southeast corner of house pad 0- 1 ft 103.3 14.3 103.5 10.3 100 Pass 3 Northeast corner of house pad 0- 1 ft 103.3 14.3 103.0 9.4 100 Pass 4 Northwest corner of house pad 0- 1 ft 103.3 14.3 102.3 9.4 99 Pass To establish a mutual protection to Universal's clients,the Public and ourselves,all reports are submitted as confidential property of our clients and authorization for publication of statements,conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 r AL UESUES ProjectReportNo:No: 0910.1400187.0000p 09-180808 ENGINEERING SCIENCES Consultants In:Geotechnical Engineering•Environmental Sciences Geophysical Services• Materials Testing•Threshold Inspection Building Code Administration,Compliance Inspection&Plan Review 5561 Florida Mining Blvd So.,Jacksonville,FL 32257 -P:904-296-0757 -F:904-296-0748 Activity Record Client: Toll Brothers, Inc 160 Cape May Avenue Ponte Vedra, FL 32081 Project: Atlantic Beach Country Club Lot 27, Atlantic Beach, Duval County, FL 32233 Date of Activity: 01/11/2017 Brandon Davis Technician: As Requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of Density testing on house pad at lot 27. While on site, the technician observed the general condition of the areas to be tested and performed 4 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM (D1557) / D698). The Contractor was notified of the test results. The density tests are attached to this report. This test was performed without deviation from ASTM procedures. This report shall not be reproduced,except in full, without the written approval of Universal Engineering Sciences. � -0O13o@ HC— DD = CO 7 2 / o / / - � § D co 3 \ / Cr§ \ CO \ CD ] # n ° ■ FjE & k ° ° ° co 03 0 \ co • •• • 0• � ' z 0- \ \ o 7 - f 7 @ ° c ° G = - - Z - E -n 3 ° r ] e > - k Q' & 2 m al a R m m k H cn \ •& e & n e a x- 0OD cn 0 v o B = E a & $ 3 CO & G t o = m m 2 E 0 co / 0 • D 0 $ E ° ( -a 0Ca i / ± E e E —I (J1 a in ~ \ § \ / $ -I o - / co / CD > \ ¥ k \ k $ k o / G 2 H j ® D o o k [ k [ CD O \ 0 -0 2 K 2 2 K c / g q m 2 0 > \ \ 0 CO 0 § o 0 o 2 2 @ ƒ > 0 \ \\ f /k { / 0S ( i " 2 C \ \ > m + / H \ m \ a lo / - \ m m m ( \ 0 o 0 o m n co o [ g § 0 0 3 E m 2 0 q V Is § $ ; § ƒ e 0 \ & o oa. , — m co CD Z R3R3 \ ( = \ w \ « § CO 2 \ o a / $ U co co » F 0. co � O g # % ( k J CD \ m & mm 73 /75 /7\ CO < ®`-0 4 _ a •2 IV 3 » ) as ) J E CO w { _ , \ k \ $ / ƒ / co m-. } 3 \ CO k CA > k ] to 0 Cr \ co / / / co 0 3