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MAP SHOWING SURVEY OF
LOT 9, BLOCK 63, MANDALAY AS RECORDED IN PLAT BOOK 10, PAGE
11, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
16TH STREET
40' RIGHTI'OF WAY PAVED PUBLIC ROAD
0
0
0
C
LOT 16
/7" LAURE_
/OAK
6" LAUREL ,ry
OAK X
PALM�O
X 032" LAUREL
O6 OAK
54.9'
CONCRETE
N 19b
14" D 6' 1LAUREL 54.9'
LAUREL 00AK 6" WATER.
OAn 0.1` OOAK
THE PROPERTY SHOWN HEREON LIES IN FLO�D
ZONE 'Y' (AREA OUTSIDE THE 0.2% ANNUAL
CHANCE FLOODPLAIN) AS DETERMINED FROM THE
FLOOD INSURANCE RATE MAP NUMBER
12031 CO409H, REVISED JUNE 3, 2013 FOR
DUVAL COUNTY, FLORIDA.
"NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER."
0
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MAIL BOX
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CONCRETE BLOCK WALL Q
148. 00' UADRUPLE
BAY
LOT 8
CHECKED BY: I DRAWN BY: PGP I FILE: 2017-1678 I
REVISE TO CHANGE TREE TYPE— JULY 6, 2018
BOATWRIGHT LANG) SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550
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SCALE: 1" = 20'
LOT 13
NOTES:
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY
WITH TREES.
LOT 10 2. NO BUILDING RESTRICTION LINES AS PER PLAT.
3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS:
A = 90'00'00"
B = 90'00'00"
C = 90'00'00"
D = 90'00'00"
4. NORTH PROTRACTED FROM PLAT.
5. — x — x — DENOTES 6' WOOD FENCE UNLESS
OTHERWISE DENOTED.
6. BENCHMARK IS A NAIL AND DISK, LB3672 IN THE
EAST SIDE OF A WOOD POWER POLE AT THE
SOUTH—EAST PROPERTY CORNER OF RESIDENCE
LOT 7 NUMBER 1456 BEACH AVENUE. ELEVATION = 13.00'
NAVD 1988 DATUM.
� _IVE®
J l! L 2 4 2018
L—
BUilding Department
Ci 0f Atlantic Beach, FL
DONN W. --E T IRIGHT, P.S.M.
FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
IDATE: DECEMBER 5, 2017 I SHEET 1 OF 1
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MAP SHOWING SURVEY OF
LOT 9, BLOCK 63, MANDALAY AS RECORDED IN PLAT BOOK 10, PAGE
11, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
16TH STREET
40' RIGFpT OF WAY PAVED PUBLIC ROAD
0
O
O
O
LOT 16
7" LAUREL
OAK
6" LA REL
O
OAK
147* X
PALM k 032" LAUREL
0 OAK
1ti
54.9'
\ CONCRETE
~I 1�A
14" D 6" LAUREL 54.9'
LAUREL DOAK 6" WATER
OAA 01` OOAK x
THE PROPERTY SHOWN HEREON LIES IN FLOOD
ZONE 'Y' (AREA OUTSIDE THE 0.2% ANNUAL
CHANCE FLOODPLAIN) AS DETERMINED FROM THE
FLOOD INSURANCE RATE MAP NUMBER
12031 CO409H, REVISED JUNE 3, 2013 FOR
DUVAL COUNTY, FLORIDA.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL (RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER."
CHECKED BY: DRAWN BY: PGP FILE: 017-1678
LOT 15
_ 149.00' _
0.5' 0.4' w CONCRETE
I
10 2,0 40
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MAP SHOWING SURVEY OF
LOT 9, BLOCK 63, MANDALAY AS RECORDED IN PLAT BOOK 10, PAGE
11, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
16TH STREET
40' RIGFpT OF WAY PAVED PUBLIC ROAD
0
O
O
O
LOT 16
7" LAUREL
OAK
6" LA REL
O
OAK
147* X
PALM k 032" LAUREL
0 OAK
1ti
54.9'
\ CONCRETE
~I 1�A
14" D 6" LAUREL 54.9'
LAUREL DOAK 6" WATER
OAA 01` OOAK x
THE PROPERTY SHOWN HEREON LIES IN FLOOD
ZONE 'Y' (AREA OUTSIDE THE 0.2% ANNUAL
CHANCE FLOODPLAIN) AS DETERMINED FROM THE
FLOOD INSURANCE RATE MAP NUMBER
12031 CO409H, REVISED JUNE 3, 2013 FOR
DUVAL COUNTY, FLORIDA.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL (RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER."
CHECKED BY: DRAWN BY: PGP FILE: 017-1678
LOT 15
OFFICE COPY
�
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_ 149.00' _
0.5' 0.4' w CONCRETE
I
10 2,0 40
®14.5'
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m
34.0'
D Oo CONCRETE
4' WOOD"
O 24"
FENCE
`� OLAUREL OAK
148.00'
➢N DW v�
LOT 8
OFFICE COPY
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10 2,0 40
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SCALE: 1" = 20'
D- ft o
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LOT 14 Ln m _0m
_' LOT 13
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NOTES:
\$
N GR
II
1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY
WITH TREES.
0
PALM
`�O
18" BAYO 1�.I.
LOT 10
2. NO BUILDING RESTRICTION LINES AS PER PLAT.
0
3. INTERIOR ANGLES PER FIELD SURVEY AS FOLLOWS:
m
m
x
*10" PALM
PALM. I I
0
A= 90'00'00•'
9"
10.2' 11.9'
I I
B = 90'00'00"
/
S * PALM
PALM
C = 90'00'00"
/ x 9- k,2.2
WOODN t2-
D = 90'00'00"
PALM
SHED i. *PALM I I
4. NORTH PROTRACTED FROM PLAT.
6" CREPE 10.2' 17 "I
13" DOUBLE, MYRTLLE( C I
5. - — . - DENOTES 6' WOOD FENCE UNLESS
BAY
. (,PALM
"
9'
OTHERWISE DENOTED.
o .,
0.1'
6. BENCHMARK IS A NAIL AND DISK, LB3672 IN THE
CONCRETE BLOCK WALL
39"
vv
EAST SIDE OF A WOOD POWER POLE AT THE
QUADRUPLE 0.8'
m�
-
SOUTH-EAST PROPERTY CORNER OF RESIDENCE
BAYmN
LOT 7
NUMBER 1456 BEACH AVENUE. ELEVATION = 13.00'
m=
NAVD 1988 DATUM.
V 5i
N 0
Z
FI VED
�'� �,� � �L CSE �P,P�fr In`�Y
' = J (_I L 2 4 2W
Building Department
Cit of Ai antic Beach, FL
REVISE TO CHANGE TREE TYPE— JULY 6, 2018
BOATWRIGHT LAND SURVEYORS, INC.
1500 ROBERTS DRIVE, JACKSON\lLLE BEACH, FLORIDA 241-8550
DONN IGHT, P.S.M.
FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295
FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672
DATE: DECEMBER 5, 2017 SHEET 1 OF 1
OVER
TO HJ
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JOB #
1 Revkwed No Exceptions
❑ A Resected
EJ2 Reviewed Exceptions Noted
❑ 5 Information Only
❑ 3 Revise & Resubmit
^e weo an�Y for gen,.rar con(o�nan:p wr[n the prolett
nsrstenry th t1M Projett tlrsign concepC Th-eGwremerts inOrca;ed.r G�trac �ocu-..n;. a -P :�
ars oromissons in tlesMns /or w^,,ch the Con[raud does not reikyp[he COn[ra:lor lmm re50p.s:dl;a fo.
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anf, .etflPCi, teChnrGue dsut[eas/ul CanalfUtypn 1 hKRh ill T•'rTmenta ai:A
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Mom aryl
Wyram
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ER RACE CONSULTING, INC
OVERHANG CONNECTION
TO HJ38 BY EOR
15'8"8
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JOB: 549218B BOSCO
LOC:1551 OCEAN BLVD
PLAN: DENBESTEN RESID
DESIGNER: RICHARD TINGLEY
PITCH: 6/12
OVERHANG: FIELDAPPLIED
FLOOR SYTEM: 18" SYS42
WIND CODE: 130 MPH EXPOSURE D CLOSED
ALL TRUSS PLATES ARE ALPINE PLATES
ALPINE WAVE PLATE APPROVAL # 1999.3
ALPINE HS PLATE APPROVAL # 1999.2
GEOFFGARTNER
ALEXANDER GRACE CONSULTING INC
3010 S 3RD ST SOUTH SUITE C
JACKSONVILLE BEACH, FL 32250
904-241-8010
LICENSE NUMBER 59328
ENGINEER OF RECORD TO REVIEW
ALL BEAM AND TRUSS ENGINEERING
AND SIZE FOOTERS, HEADERS, COLUMNS AND
CAPS WHERE NECESSARY. TRUSS FABRICATOR
WILL NOT BE RESPONSIBLE FOR
REPAIRS RESULTING FROM ATRUSS OR
BEAM BEING INADEQUATELY SUPPORTED.
HANGERS ON JOB AREAS FOLLOWS
UNLESS NOTED OTHERWISE
APPLICATION PART # APPROVAL #
1 -PLY TRUSS HTU26 FL10655.8
ALL BEAMS ARE WEYERHAEUSER EVEREDGE 290OFb-2.OE
APPROVAL #21359.1
BM -2 2-1.75" X 12" LVL 9'
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SUBMISSION # JOB #
i Reviewed No Exceptions C]
4 Rejected
L] 2 Reviewed feeeptons Noted C]
Mdormatmodr
3 Revise & Resubmit
wed m Y ion gena�al CAnlpmanQ vnN Ne prgeG repbnements inC�otM in CpnUatt DKYTeIds and fpr
mstenq wiM Ne prgect design concept This renew Coes rpt z!ieue the CAnte - hom sespons1bBM1y fe.
copsaomyionfm desgns for -0 c-t—elcomplynoe w4110 repunmMtl of the
.�ntreet Documents, — fn the sale and I—OW constructor of the wok. Tln ntview does � c...del toe
ns, methecs, tecnnCues, upue^cn.and ooeraoonf of the cons mt,. Way, or preanms
n wrbl thereto wh k we the sole tespo 0014 of the cbor.
R GRACE CONAATING, INC
Date '� //
Checked by:
Signature:
JOB: 549218B BOSCO
LOC:1551 OCEAN BLVD
PLAN: DENBESTEN RESID
DESIGNER: RICHARD TINGLEY
PITCH: 6/12
OVERHANG: FIELDAPPLIED
FLOOR SYTEM: 18" SYS42
WIND CODE: 130 MPH EXPOSURE D CLOSED
ALL TRUSS PLATES ARE ALPINE PLATES
ALPINE WAVE PLATE APPROVAL # 1999.3
ALPINE HS PLATE APPROVAL # 1999.2
GEOFFGARTNER
ALEXANDER GRACE CONSULTING INC
3010 S 3RD ST SOUTH SUITE C
JACKSONVILLE BEACH, FL 32250
904-241-8010
LICENSE NUMBER 59328
ENGINEER OF RECORD TO REVIEW
ALL BEAM AND TRUSS ENGINEERING
AND SIZE FOOTERS, HEADERS, COLUMNS AND
CAPS WHERE NECESSARY. TRUSS FABRICATOR
WILL NOT BE RESPONSIBLE FOR
REPAIRS RESULTING FROM A TRUSS OR
BEAM BEING INADEQUATELY SUPPORTED.
HANGERS ON JOB AREAS FOLLOWS
UNLESS NOTED OTHERWISE
APPLICATION PART # APPROVAL #
1 -PLY TRUSS HTU26 FL10655.8
ALL BEAMS ARE WEYERHAEUSER EVEREDGE 290OFb-2.OE
APPROVAL #21359.1
BM -2 2-1.75" X 12" LVL 9'