611 TIMBER BRIDGE DR - FOUNDATION SURVEYUES Project No: 0910.1400187.0000
UNIVERSAL Workord
er No: 209483-1
ENGINEERING SCIENCES Report Date: 10/4/2018
Consultants In: Geotechnical Engineering - Environmental Sciences
Geophysical Services - construction Materials Testing - Threshold inspection
Building Inspection - Pian 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:
Project:
Toll Brothers, Inc
160 Cape May Avenue
Ponte Vedra, FL 32081
UES Technician: Dustin Stoll
Date Tested: 10/04/2018
Atlantic Beach Country Club
Atlantic Beach Country Club, Atlantic Beach, Duval County, FL
Area Tested: LOT 166 RESI DENTAL BLDG PAD TYpe of Test.
+t Field: ASTM D-6938 Nuclear Gauge Methc
�ateriall: Fill � � $ )I � �� � 1.� �� �
Laboratory: ASTM D1557 Modified Proctor
Reference Datum: 0 -Top of Fill
Theests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
� Fil{I
aximum ptimum Field Dry Field Soil Depth Pass
Test
Density Moisture Density Moisture compaction (inch) or Fail
No. Location of Test Range (Pcf) (%) (Pcf) (%1 (%)
1 NE CORNER OF PAD 0-1 ft
103.3 14.3 98.9 7.3 96 N/A Pas:
NW CORNER OF PAD 0-1 ft 103.3 14.3 99.2 5.5 96 NIA Pas:
2 N/A Pas;
3 SE CORNER OF PAD 0-1 ft 103.3 14.3 98.6 7�3 95
4 S
W CORNER OF PAD 0-1 ft 103.3 14.3 99.4 5.7 96 N/A Pas'
f
S �
Tn o +#ohl�e+h '� mrr#rrol nen#an#inn #n I Jniiiore+olrn nlinn#n ##+n DreF+Jin �nrJ nrrrc+ohion .S JI rennr#n ora nrrivrni##or/ oe+ nnn�rinn#iol nrnnrarhr of neer n/enn#n onrl err#hnri>o#inn
MAP SHOWING BOUNDARY SURVEY OF
LOT 166 AS SHOWN ON MAP OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
AS RECORDED IN PLAT BOOK 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA.
CERTIFIED TO: TOLL BROTHERS, INC.
rr
TMJ' yji�Zee Cel p Gr
y
LOT 144 1
S03 -33'5011E
N3886-2' 58
38,05' (CALC)
40' ACCESS, UTILITY &
DRAINAGE EASEMENT SET 5/B"
RON ROD
O B 3857
N
9 12' 1 12'±
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CURVE DATA C2
(CALC)
S86'38'25"E
CH = 38.47'
R = 590.00'
A = 38.48'
= 03'44'12"
9
FND NAIL & DISK
LB 3848
AT C.L.I. OF TIMER BRIDGE
LANE & MARITIME OAK DRIVE
ELEVATION: (10.04) o
ELEVATIONS SHOWN HEREON
REFER TO N AVD OF 1988 -'
L1 N 89'27' 38"W
8.83'
,,S1T3gp2.W�112p8
FOUNDATION, F. I.E.; W.O.# 167122; 02-21-18 (FIELD)
LOT & HOUSE-O(GOOD SET F.F.E.) W.O.#165825: 8-10-18 (FIELD)
LOT 145
LAKE
STORMWATER
MANAGEMENT
-FACILITY 3 -
DRAINAGE EASEMENT
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CURVE DATA C3
Z
N85'32'09"W
1'7
CH = 60.24'
i�
R = 590.00'
A = 60.27'
N
= 05'51'10"
N
R
ROD
L IRON ROD
C2
CI 6997
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4' 1
TIMBER BRIDGE LANE
050' RIGHT OF WAY)
DENOTES FOUND 1/2"
® IRON PIPE LB 3848
UNLESS OTHERWISE NOTED
CR - DENOTES CABLE RISER
WM - DENOTES WATER METER
CURVE DATA Cl
N86'19'00"W
CH = 51.55'
R = 470.00'
A = 51.58'
L = 06'17'17"
THIS SURVEY W S PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. NOTE:
THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN SIDE/FRONT BUILDING TIES ARE TO THE FOUNDATION.
ON THIS SURVE THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN
ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857
1-51
L geed F.F.E. - FINISH FLOOR ELEVATION THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
COV. = COVERED ASC = AIR CONDITIONER SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN —4
FND. - FOUND I.D. - IDENTIFICATION
ESM'T - EASEMENT AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS
CONC - CONCRETE �� AUTHORITY ELECTRIC SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURV'F.YORS AND MAPPERS
MON. MONUMEN ' P.T. = POINT OF TANGENCY
I.P. = IALL
RON PIPET P.C.P. - PERMANENT CONTROL POINT PURSUANT TO CHAPTER 472.027 / CHAPTER 6'I G17- 6, FLORIDA STATUTES. AMERICAN
I.R. IRON ROD P.C. - POINT OF CURVE
A DELTA AN LE P.R.C. - POINT OF REVERSE CURVE SURVEYORS
CH = CHORD P.C.C. = POINT OF COMPOUND CURVE SURVEY NOT \iALID UNLESS EMBOSSED BY SEAL OF FLORIDA,
A =ARC LENG B.R.L. - BUILDING RESTRICTION JAMES D. HARRISON, JR., NO. 2647 INC.
��C) - CCALcu�A F.P.dcL.= FLORIDA POWER do LIGHT MICHAEL A. CkR.R�: Nc. 6643
�D1 - DEED (�') = AICA
P = PLAT NGVD - NATIONAL GEODETIC VERTICAL"=30'
R = SIAL U DATUM SCALE 1 [s !
= CENTER U E NAVD - NORTH AMERICAN VERTICAL —9
DATUM-
R/W RIGHT -OF WAY P.I. - POINT OF INTERSECTION
-x— - FENCE EOW - EDGE OF WATER DATE 04-26-18 FLORIPX RE ISTERED SURVEYOR A APPER —8
(W) = WITNESS TOB - TOP OF BANK
F. B. SKETCH D. C. N/A DR. BY DDW DIR, P:\2018\83952 ORDER NO. 167122-FND FILE 83952
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ODK: 11
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1�
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1
1
J
i
4' 1
TIMBER BRIDGE LANE
050' RIGHT OF WAY)
DENOTES FOUND 1/2"
® IRON PIPE LB 3848
UNLESS OTHERWISE NOTED
CR - DENOTES CABLE RISER
WM - DENOTES WATER METER
CURVE DATA Cl
N86'19'00"W
CH = 51.55'
R = 470.00'
A = 51.58'
L = 06'17'17"
THIS SURVEY W S PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. NOTE:
THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN SIDE/FRONT BUILDING TIES ARE TO THE FOUNDATION.
ON THIS SURVE THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN
ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
LAND SURVEYORS - 3751 SAN JOSE PLACE, SUITE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857
1-51
L geed F.F.E. - FINISH FLOOR ELEVATION THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
COV. = COVERED ASC = AIR CONDITIONER SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN —4
FND. - FOUND I.D. - IDENTIFICATION
ESM'T - EASEMENT AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS
CONC - CONCRETE �� AUTHORITY ELECTRIC SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURV'F.YORS AND MAPPERS
MON. MONUMEN ' P.T. = POINT OF TANGENCY
I.P. = IALL
RON PIPET P.C.P. - PERMANENT CONTROL POINT PURSUANT TO CHAPTER 472.027 / CHAPTER 6'I G17- 6, FLORIDA STATUTES. AMERICAN
I.R. IRON ROD P.C. - POINT OF CURVE
A DELTA AN LE P.R.C. - POINT OF REVERSE CURVE SURVEYORS
CH = CHORD P.C.C. = POINT OF COMPOUND CURVE SURVEY NOT \iALID UNLESS EMBOSSED BY SEAL OF FLORIDA,
A =ARC LENG B.R.L. - BUILDING RESTRICTION JAMES D. HARRISON, JR., NO. 2647 INC.
��C) - CCALcu�A F.P.dcL.= FLORIDA POWER do LIGHT MICHAEL A. CkR.R�: Nc. 6643
�D1 - DEED (�') = AICA
P = PLAT NGVD - NATIONAL GEODETIC VERTICAL"=30'
R = SIAL U DATUM SCALE 1 [s !
= CENTER U E NAVD - NORTH AMERICAN VERTICAL —9
DATUM-
R/W RIGHT -OF WAY P.I. - POINT OF INTERSECTION
-x— - FENCE EOW - EDGE OF WATER DATE 04-26-18 FLORIPX RE ISTERED SURVEYOR A APPER —8
(W) = WITNESS TOB - TOP OF BANK
F. B. SKETCH D. C. N/A DR. BY DDW DIR, P:\2018\83952 ORDER NO. 167122-FND FILE 83952