1433 BEACH AVE - POOL DRAWINGS LARGEGENERAL NOTES
1. CODES USED: 2014 FLORIDA BUILDING CODE, RESIDENTIAL EDITION,
ANSI/NSPI 3, ANSI/NSPI 5, ANSI/NSPI 7 ANSI/APSP 15.
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER
THE WORK.
3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB
SITE PRIOR TO COMMENCING CONSTRUCTION.
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE
TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN
CONSTRUCTION FOR THIS JOB UNLESS NOTED OTHERWISE ON THE PLANS.
5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS
DESIGN. THE OWNER SHALL PROVIDE TO THE CONTRACTOR A REPORT OF
THE SUBSURFACE CONDITIONS. SOIL PREPARATIONS NOTED IN SAID
REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS
SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS
PERFORMED ASSUMING 150OPSF SOIL CAPACITY.
6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES
SHOWN ON THESE PLANS.
7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY.
VERIFY ALL EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF
THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE
BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR
DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS
AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL
TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH
ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE
AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY
AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
CONCRETE NOTES
1. ALL REINFORCED CONCRETE WORK SHALL BE IN CONFORMANCE WITH ACI
318, LATEST EDITION, "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE", AND ACI 301, LATEST EDITION, "SPECIFICATIONS FOR
STRUCTURAL CONCRETE"
2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, (145 PCF +/-) ALL
CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. MAXIMUM AGGREGATE
SIZE SHALL BE %" INCHES FOR FOUNDATIONS, AND 3Y4" FOR ALL SLABS AND
SHALL CONFORM TO ASTM C33.
3. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000
PSI AT 28 DAYS.
4. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING
TO ASTM -A615. ALL CONCRETE REINFORCEMENT SHALL BE FABRICATED,
INSTALLED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN
ACCORDANCE WITH ACI 315, "DETAILS AND DETAILING OF CONCRETE
REINFORCEMENT"
5. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR
DIAMETERS OR 24", WHICHEVER IS GREATER.
6. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS;
6.1. 3" FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH
6.2. 2" FOR CONCRETE EXPOSED TO EARTH AND WEATHER
6.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE
PRIMARY REINFORCEMENT.
4 #5 CONT.
#3@8" O.C.
THROUGHOUT
G\�P
A PILE SECTION
GRADE BEAM INTEGRATED WITH POOL
SHELL. SEE SECTION 2/S1.01 AND GRADE
BEAM SCHEDULE FOR REIFORCEMENT.
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14'-8.5" NAVD POOL BOTTOM AT
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5' -6" WATER DEPTH
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13'-0.5" NAVDj1 TOP OF PILE AT 5'-6"
WATER DEPTH
14"0 AUGER CAST PILE
(4) #5 CONTINUOUS THROUGHOUT
#3 AT 12" O.C. CONT.
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REINFORCEMENT
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_ PILE PLAN 51.01
PLAN NOTES: _
1 0 DENOTES 16" DIA. PILE, REINFORCED AS SHOWN ON
1/S2/S6. PILE TIP ELEVATIONS SHALL BE AS SPECIFIED BY
SOILS REPORT.
2. SEE ARCHITECTURAL DWG'S FOR ALL BUILDING ELEVATIONS.
1
1.01
1'-0"
AND SLAB PLAN
PLAN NOTES:
1 DENOTES GRADE BEAM.
2. TYPICAL REINFORCED CONCRETE STRUCTURAL -SLAB CONSTRUCTION:
SLAB THICKNESS (T) AND REINFORCEMENT AS NOTE) ON PLAN.
3- ------- DENOTES #6 BOTTOM REINFORCEMENT AT 12" O.C.
4. DENOTES #6 BOTTOM REINFORCEMENT AT 12" O.C.
5, ---------- TEMPERATURE AND SHIRNKAGE BA -,S ARE #4 @ 18" O.C.
W/ ACI STD. HOOK, TYP ENTIRE SLAB.
6. GBX DENOTES GRADE BEAM AND TYPE, SEE SCHEDULE.
X= MARK
GRADE BEAM
SCHEDULE
MARK
HEIGHT
(IN.)
WIDTH
(IN.)
REINFORCEMENT
A
REINFORCEMENT
B
REINFORCEMENT
C
REINFORCEMENT
D
REINFORCEMENT
E
REINFORCEMENT
STIRRUPSI
GB1
1'-6"
s
1'-0"
(4) #6
N/A
N/A
(3) #6
N/A
#3 TIES AT 12"O.C.
NOTE:
1. TIES SHALL BE SPACED AT 6" O.C. WITHIN 36" OF ALL PILES, (TYP.)
2. SEE DETAIL THIS PAGE FOR TYPE I GRADE BEAMS.
SEE TABLE REINF. B
I ADDITIONAL
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SEE SCHEDULE
(2) CORNER BARS AT OUTSIDE.
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ADDITIONAL
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DECK PERMITTED
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REINFORCEMENT EXTENDS 10"
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POOL SECTION
TOP REINF.
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CONCRETE AUGER CAST
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REVIEWED FOR CODE COMPLIANCE
CITY OF ATLANTIC BEACH
SEE PERMITS FOR ADDITIONAL
REQUIREMENTS AND CONDITIONS
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GEOFFf�E�YM� TFjR� IyEaR,P`E.
59328
09-27-16
Sheet No
S3.01
4 OF 4
Remove Existing
Sago Palm
CCCL
Existing Sabal Palm
Existing Brick
capped Walls
Foxtail
Rosemary
below existing
Jasmine on Trellis
2 Story Frame
Garage
Seasonal Color
UP
ng Sabal Palm
Fireplace
Silver Saw Palmetto
s
Asiatic
Pavers Jasmine
Trash ' Pringle Pool Fence to Code
Receptacles Podocarpus
Existing Raphis Palm
I
Holly Fern
or, Macho Fern
Sea Grape
Existing Palms
Existing Sabal Palms
'Xanad
!S !
Existing Ligustrum Trees
Granite
;s Panel to Crawlspace
iner Gardens
T
Fence and Gate to Code
2 Story Frame
#1433
Holly Fern IHolly Fern Pringle Podocarpus
Steps Down Pool Equipment
Gray Granite
Pool Fence and Gate to Code
Existing Brick Walk
Plan - New and Existina Plantinas
i
New Ligustrum Hedge along Fence
Existing Deck (Raised)
IMPERVIOUS SURFACE CALCULATIONS -
Lot Total = 11,500 Sq. Ft.
50 % Rule 5,750 Sq. Ft.
Non- Permeable Total- 4,925 Sq. Ft.
(House, Garage, Fireplace
Concrete Drive, Pool
Stairs, raised Decks
and Paver Patio)
3sty of Atlantic Beach
$ r1lann1,g and Zoning Department
t
Trifles compliance with applicable
i:sion , and other local land
e. . nations, but does not constitute
the issuance n#'..peronits. Compliance
Bu ldinq Code and all other applicable
and f=ederal permitting requirements
ified by signature; of the City of Atlantic
Official Prior to the issuance of a
�r C
om , unity Development Director
GENERAL NOTES:
1. ALL PLANTS MUST BE HEALTHY VIGOROUS MATERIAL,
FREE OF PESTS AND DISEASE.
2. ALL PLANTS SHALL BE FLORIDA#1 OR BETTER AS DESCRIBED
IN GRADES AND STANDARDS FOR NURSERY PLANTS.
3. ALL PLANTS MUST BE TRIANGULARLY SPACED UNLESS
OTHERWISE NOTED.
4. ALL EXISTING VEGETATION AND TREES MARKED TO REMAIN
MUST BE PROTECTED, WATERED AND FERTILIZED AS NEEDED
THROUGHOUT THE TOTAL CONSTRUCTION PROCESS.
5. PRIOR TO CONSTRUCTION THE LANDSCAPE CONTRACTOR IS
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND
SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE
OF WORK. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR
REPAIRING ANY AND ALL DAMAGE DONE TO ALL UTILITIES
AS A RESULT OF THE LANDSCAPE WORK.
6. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR VERIFYING
ALL QUANTITIES SHOWN ON THE PLANS PRIOR TO PRICING WORK.
7. ALL PLANTING SHALL BE DONE IN ACCORDANCE WITH
ACCEPTABLE REGIONAL HORTICULTURE PRACTICES. THIS IS TO
INCLUDE, BUT NOT LIMITED TO, PROPER PLANTING MIX, PLANT
BED AND TREE PIT PREPARATION, PRUNING, STAKING OR GUYING,
WRAPPING, SPRAYING, PLANT FERTILIZATION, PROTECTION,
AND ADEQUATE MAINTENANCE UNTIL THE FINAL ACCEPTANCE
OF THE OWNER.
8. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR
NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY
AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR
PLANT MATERIAL.
NOTE: ALL PLANTING AREAS TO BE IRRIGATED WITH 100% COVERAGE
PLANT SCHEDULE:
Scale: 1" = 10'- 0"
Common Name
Botanical Name
Qty
Size
Privet
Ligustrum Japonicum
15
30 Gal 5'x 5'
Dwarf Pringle Podocarpus
Podocarpus macrophyllus'Pringle'
66
3 Gal
Sea Grape
Coccoloba Uvifera
8
15 Gal
Philodendron
Philodendron 'Xanadu'
50
7Gal
Rosemary
Rosmarinus Officinalis
6
3 Gal
Asiatic Jasmine
Trachelspermum Asiaticum
100
1 Gal
Foxtail Fern
Asparagus Densiflorus'Meyers'
85
1 Gal
Holly Fern
Cyrtomium Falcatum
74
3 Gal
Seasonal Color
Pentas Lanceolata
5
Flats
Shell Ginger
Alpinia Zerumbet
11
3 Gal
St. Augustine Grass
Stenotaphrum secudatum
5
Pallet
Granite (Gray)
10
Yds
"Fines" Mulch (AS NEEDED)
TBD
Yards
Tractor/Lull (AS NEEDED)
3
Per Day
Fill Dirt (AS NEEDED)
1
Per Yard
#3 Mix (AS NEEDED)
15
Per Yard
Debris Removal
3
Dumpster
Crane Rental
1
Day
Sod Cutter Rental
1
Day
Dingo Rental
3
Day
Demolition
3
Day
NOTE: ALL PLANTING AREAS TO BE IRRIGATED WITH 100% COVERAGE
MISC.-
CONTAINER GARDENS, NOT IN CONTRACT --All Quantities of Plants are
Estimated- Actual count will be made at end of installation.
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--------------------------------------------------------------
Elo
----------------
2 Story Frame
Garage
1
Street 1
2 Story Frame
Garage
Stairwell down to Street
Top of Co
16"above
Steps
Aerial View
2 Story Frame
#1433
Planview
---------....4.65in—------- -�
x10'Wx5.5'Oeep
c o-
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Soil/Sand Excavated
Street or Leeward Side
House
Finished Floor Elevation Ht. 21.2'
PROPERTY ELEVATION PROFILE
Soil Displacement Calculations -
Street or Leeward Soil/Sand Excavated -
Pool Approx. 60 Cu. Yds.
10, 14" x 27' Auger
Windward or BeachSide
Soil/Sand Filled
Scale: 1" = 10'- 0"
Approx. New Grade Contour across full lot width
12
il
Dunes
Cast Piling Displacement Approx. 15.5 Cu. Yds.
Total 75.5 Cu. Yds.
BeachSide or Windward Soil/Sand Filled-
lyr*tic Beach
BeachSide Approx. 75.5 Cu. Yds. 'iann4- antA zoning Department
Total 75.5 Cu. Yds. vat verifies c r'tpliance with applicable
-,u- divlsior� and other local land
Fnt regulat on , but does not constitute
p; for the issuance of permits. Compliance
,nr a E3uildina Code and all other applicable
y a e an
d Federal permitting requirements
,sbe ver; ed by signature of the City of Atlantic
C)fficlal prior to the issuance of a
mc,, t. v
s.
Approved By __._._.-------------
Cevelapment Director
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title
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Stairwell down to Street
Top of Co
16"above
Steps
Aerial View
2 Story Frame
#1433
Planview
---------....4.65in—------- -�
x10'Wx5.5'Oeep
c o-
_ d
�o
Soil/Sand Excavated
Street or Leeward Side
House
Finished Floor Elevation Ht. 21.2'
PROPERTY ELEVATION PROFILE
Soil Displacement Calculations -
Street or Leeward Soil/Sand Excavated -
Pool Approx. 60 Cu. Yds.
10, 14" x 27' Auger
Windward or BeachSide
Soil/Sand Filled
Scale: 1" = 10'- 0"
Approx. New Grade Contour across full lot width
12
il
Dunes
Cast Piling Displacement Approx. 15.5 Cu. Yds.
Total 75.5 Cu. Yds.
BeachSide or Windward Soil/Sand Filled-
lyr*tic Beach
BeachSide Approx. 75.5 Cu. Yds. 'iann4- antA zoning Department
Total 75.5 Cu. Yds. vat verifies c r'tpliance with applicable
-,u- divlsior� and other local land
Fnt regulat on , but does not constitute
p; for the issuance of permits. Compliance
,nr a E3uildina Code and all other applicable
y a e an
d Federal permitting requirements
,sbe ver; ed by signature of the City of Atlantic
C)fficlal prior to the issuance of a
mc,, t. v
s.
Approved By __._._.-------------
Cevelapment Director
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_ MAP S
: HOWIN SURVEY OF
LOTS
4 AND
5, BLOCK 61 ATLANTIC BEACH CORPORATION, AREPEAT OF
MAYPORT
TERM COMP
TERMINAL _ COMPANY'S MAP AS RECORDED IN PLAT `.BOOK 6 PAGE 1
OF THE CURRENT
PUBLIC RECORDS _ ORDS OF DUVAL COUNTY, FLORIDA. TOGETHER WITH THOSE LANDS LYING
EASTERLY
OF AND ADJACENT
TO SAID LOTS 4 AND
5, BLOCK 61 EASTERLY TO THE
EROSION CONTROL LINE OF THE ATLANTIC OCEAN AS RECORDED
IN PLAT BOOK 35,
PAGES 59 59A' AND D 598 OF SAID PUBLIC RECORDS AND BEING ''BOUNDED ON THE
NORTH
BY AN EASTERLY PROJECTION OF .THE NORTH LINE OF SAID LOT:. 5 AND ON
THE SOUTH BY AN EASTERLY PROJECTION OF
THE SOUTH LINE.
OF SAID LOT 2.
:
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10 zo 40
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SCALE. 1 - 20
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D.E.P. MONUMENT No. 72-81-A19
NORTHING =
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EA .� � 1 " ,_ �- r ,- ' 1 � I 1 \ \ I <- Y
v x 1 1� !4> 1 to I \ I , , I
ao o CE .7 11-x- 1V 1g \ I 1 \ \ I 9 1 1 t p 1 t 1
�) Os I 6 WOOD FEN 13 �9 tJ y - + I 1 O I O 1'
O q . 1 PALM 1 w ! \. \ \(. l.. 1 1 1 `o-. n
P h t o , 9 �E 0 a :0.. I I a BEACH DUE GRASSES 1 V I ,> j f 1 1 1 1
m lU 9 PALM15 PAL 1 I \ I 1 0 1
Ct x 6 7.5 PA .�� ,. \ , I W \ \ 1 1 l t Xh 1 1
k &* 0 7.8 � I t %alt w_-
1. I h .3A c 12 PALM PAS, p�., 2 J _ 1 ff \ \ I I 1
1 0 9. l L3 ? :9r c P: ul, 1. , 1 �
:L7 ` 1 17.4 PA 1 1 g v 1 i 1 1
r UMP 10.9 I L r�:I \ 1 1 1 1
1 1 (n o I 9 1 t
k 7.48-1 x . . + �' I 1 OD 1 0
1 x x 1 1
0 9 6 E f 3 O
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� 2t.t a �E TOR 6-.-----1-••--��} rn •. � f11 1 1
12 : 2 S J I
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WrR P ^ R ,. i t 1 1
p PO q cn BE 1�---
WOOD PALM- U M �, ,,
2 w N E N Ix ml 1 1 1 I t
MARK N \ 1 1 N \i J t \ I 11 1 1 1
O `T BENCH I a IDE
i o � i. �J '�°I� \ `40 1 1 l \ 1
: YNTH oz ao a t o z RE i 1 I \. I� , I
-n _ .00 s� x x t
ON 15 n✓ � 5 � o :_..- I O t 1 ,1
van.. N U _ OT a f , \ 1 1 1 1 1
ELE i11 ® ` N3 (n o L a IIL c 45.6 0 \ z m\ CO I , \ 1 ` 1 1 1 1 I , ,
V.D. 1988:DATU r, ® 0 14 z m l \
1 I_I 1 i I j } i
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,*1 _ 9 e { 1 1 1 I 1 1 I 1
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1� � 8: a. '` � \ \ " .- --1 � I I .I 1 I I i . 1 � tx , � O•
x 6 ` W 1 xf8.7 1 w \ t 1 , 1, , 111 ' , t 1 k.
l .. I \\ 1' , I I I Til t 1 1 x X
1 6 4 0 151 , I, I i I 1
1 �'� 2$ 6
a 0 y 1 �0 \ \ G 9 I \I I ' y X
� !� ' �i N R PLANTER, � + '�'�• 9 o p' .P gk � VALVE \ \ I ; V f i p X
12" * g. \$ 'a ION C NTROL \ I 1 , I I I I 5 I 6 0
WALL 4$ 12"�E t0 k- N GA 1 2 IRON i i 1 i h O• X
O'1: 1 PALM PALM 9 dA x \ \SET I 1 I I ` 0 X
®� : v 0 I N + 10" 19 , PALM: 9 \ B 2 I 1 p o,.
- a m w " !" LO 4 24.6, x 6 x PAPE L 1 I I o. x
PALM \ k r r 1` \ I X
• A _ . 12 19.5 E 16 9 9 $ x p9 LM 1.1 _ �• x o,.
1 11 PALM g`: 11 11 9. h ' VALVE ? I xn
0 PALMI PALM PA P g b Ti01N CONTROL , L
PALMAE• x18.9U PALM PA '� "` Y1R PLAT >r �8 IRR1(�4 x X
Q3
,.y. c,, '` x 18.29 '� 0.00 g Q 8 + � I
L x` WALL » 1 $. i
1� NCREIE tsa k : 2 TO IRO
x1 0 �9 57 E :80 tRON
IL w� 3 27W ,92 I t
SET• MAG NA � � � I Iv$ NOTES: '
> �� (S83-28\W _
3x72 8 rn I I 1. THIS IS A" TOPOGRAPHIC AND BOUNDARY SURVEY.
100 927. 9 W P C3, ! 1 1 2.
NOt2TN/NG - ' �p 1
I BEARINGS BASED ON A CALCULATED LINE BETWEEN
FASTING � 1 ," I
r
1 1 1 1 1 1 -.I,------"'"' '- DEPARTMENT OF NATURAL RESOURCES MONUMENUMBERS
IN _ 1 I: I 72-81-A19 AND 72-81-A20 PER THE. COASTAL
I CONSTRUCTION CONTROL OL LINE FOR DUVAL COUNTY
cn 19.5 _ -
I w � - � I FLORIDA, BASED ON GPS '
' ' � I OBSERVATIONS
3. THE CURRENT' COASTAL CONSTRUCTION CONTROL LINE IS
69:2 ,.a 1 I I
RECORDED IN `MAP BOOK C. PAGES 72 THROUGH
DUVAL COUNTY, RECORDED JULY 21, 1992.
4. ME
o AN HIGH WATER LINE (MHW DETERMINED USING
I EXTENDED DATUM FOR TIDE STATION 872-0291
N T 1 _ _- - I (JACKSONVILLE' BEACH, MHW 2.10
N ; ADJACENT w _ - (NAND 1988), TIDE.
h m APAE I RANGE = 5.07').
g w 2 STORY FRAME
5. SEASONAL HIGH: WATER LINE' AS DEFINED BY FLORIDA
- � BER 1417
a CE NUM _
RESIDENCE --'_'"_--- I I STATUTES CHAPTER `161.053(6)(a)2:' "
- Seasonal high-water
- I line. ,
means :the line ' formed b the intersection of the
,o
rising shore and the
9 elevation of 150 percent of the local I
mean tidal range above V _... g e local mean -high water.
MHW ELEV. + =
1.5 X TIDAL j I ( L RANGE SHWL
o a2.s i )
• 24.6 �. I 2:10 + (1.5 X 5.0T) _' 9.7 NAND 1988 I
w 14.2 1 --" _ 6. COO ( )
N 71.0 - � COORDINATES BASED ON STATE PLANE- COORDINATE
h SYSTEM, EAST ZONE, NAD27 PER THE RECORDED COASTAL
o I CONSTRUCTION CONTROL: LINE AND CONVERTED TO NAD
1983 DATUM -USING CORPSCON 6.0.1.
7. BENCH MARKS AS SHOWN HEREON
_ WERE ESTABLISHED
BY GPS OBSERVATIONS IN N.A.V.D. 1988 DATUM.
' 8. THE EROSION CONTROL LINE AS RECORDED IN PLAT
BOOK 35, PAGES 59, 59A & 59B OF THE CURRENT PUBLIC
14TH STREET
ANGLE POINT.
1 q. RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY
oPPosITF R-48 OF WAY (PAVED) MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY.
40' RIGHT
9. THE OWNER OF RECORD PER THE DUVAL. COUNTY
PROPERTY APPRAISERS OFFICE IS IDYLL HOUR, LLC.
10. GPS RUN `USING SPECTRA 'PRECISION EPOCH 50 L1 L2
mg EQUIPMENT AND TRIMBLE- VRS SOFTWARE.
11. THE GENERAL PERMIT' LINE SHOWN AS PER OFFICIAL
RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT
PUBLIC' RECORDS OF DUVAL COUNTY, FLORIDA:
I
ANGLE POINT
THIS SURVEY WAS MADE FOR THE BENEFIT F OF
oPPos/Tr R-4ss87�8?a E IDYLL I
THE PROPERTY SHOWN HEREON LIES IN FLOOD ZONE ,,X,,
HOUR, LLC, AND WILLIAM H. MORRIS.
ID.E.P. MONUMENT No. 72-81-A20
(/AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN` NORTHING = 218r553.52 '
l n „ » » ), EASANG , '375,084 00 i
FLOOD ZONE AO (DEPTH 2) AND FLOOD ZONE VE (EL
14) AS WELL AS CAN BE DETERMINED FROM THE FLOOD
INSURANCE RATE MAP NUMBER 12031C0409H, REVISED
JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA.
'I
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NOT VALID WI AND
WITHOUT THE SIGNATURE
i
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SURVEYOR AND
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SURVEY UPDATE NOVEMBER 22, 2016 ER NO.
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LOTS 4 AND 5, BLO K 6 , ATLANTIC T AREPEAT OF MAYPORT
PANY S MAP AS RECORDED IN PLAT BOOK 6 PAG
TERMINAL COM E 1 OF THE CURRENT
R OF DUVAL COUNTY FLORIDA. TOGETHER WITH T
'PUBLIC RECORDS H HOSE LANDS LYING
SAID LOTS 4 AND EASTERLY OF AND ADJACENT TO N _ 5, BLOCK 61, EASTERLY TO THE
LINE OF THE ATLANTIC OCEAN AS RECORDED EROSION CONTROL E IN PLAT BOOK 35,
9 O SAID PUBLIC RECO
PAGES 59 59A; AND 5 B F RDS, AND BEING BOUNDED ON THE
NEASTERLY PROJECTION OF THE NORTH F
NORTH BY A LINE 0 SAID LOT 5 AND ON �
I
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SC 1
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o�
a
r D.E.P. MONUMENT No. 72-81-A19
n
- �'
�; NORTHING 2,183,63L50
EASTING = 374 888.08
o L
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F t r N -- �E I o L x f _
3 85 m �o w
19.8 4. o ---- -"" I r
4.3 e Q 1 t 1
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ni -n c_ w m : � .�----- � NUMBER . v ' or
cn A / n , yZ m a 6_ O' 1_t 1�' i,ll' 1 1 t t t {I t
IL ;a V) /� L -► 10`� t t t-v tl�t't
4.5 ,
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7.7 K: ND \ 3} I\ I t t t 1 t
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Z w°° AR a AR Mo 1 t om\ I t 1 t I I
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L h 61 E 190 r I I 1 \ 1 1 1 co
a °' - 7 57 1 N. t r 1 (f) ' Nt 1t r d t f f h. x'
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FOU Q F Y { h 1 ® ` t \ I CV t t t t 1
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NO C .86 h 3 ;00 o- r d 1 Q \ 1 ,� ! t t 1
PIPE 5ss S 200 � �, h F cfl �n I I \ \ I t t � n
NORTHING = 2,183, , rn k y a\
ORTH 924.
N 0, $ ! R� , In t I 1\ \ \J 1 J 1 1 i 1 xh 1 1 t t
a 53 .,, 14 �\ '\ >� ,, f' O 1 O 1 \ \ \ 1 1 1 1 1 1 l l
STING v x tLi4 c� `19 + I I- t I t t t
EA v- 7 9 N r� I t w
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v 0�91-
61,
\ I 1 t? 1, :\ L t t h
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t \ i
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P 1h I mA 5 r019 P �� 78 W' I t 1 W I t ,� { \ \1 0 t I 1 1
O ! • 1 6 '� , .� r 7. �; �� ' ' 0' 2 f ' N1 � 1 .. 0 1 \ T7 f O. 1
x k p PA o , t r+z l . / ^� t X� t 1 1 1
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4 9� 10 : O X �' t t t t 1 t t r t. I
1 MPgA 1 s � t o t 1 1 _ t \ t
3 U f� x i 1 t x rn 1 1 1 t
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k i fo. FRA 1 t t t t
6' Y 6 1 1- o \ o � .t - t t
O: ^� a 0 OR h 1 0� t \ I } 1 b
ST t 4
zr.1 a 2 433: 1 , . , I t 1 I , t
z � e r2 R 1 ,.. ,�_._---�--�--1- tx�\ m�,.�` \ 1 \ t t 1\
C7 NUM I - r co t tt 1 i t t t I t
-i POLE PALM w �+ E N \ 1 t
PowER 2 . ..,N ENC
D I � ID I I , I v t
woo o N 1 X B o z ES yT O . t l 1 t t
TT MARK a I o R r t \ \ c0
O 1 >N BENCH z I o x1 . x a, o n fi Z r*,. c I t t t I 1
wi _ a T 5 a s t \ \ I \ t ti tt+ t t t t
-r, TION-15.00 � ro u ._ L0 • � -c 45 _.:. m r �70 \ \ t I 1 1 1 t
VA . � to o 4 � 2 t � ,
DATUM ccam�'' m® ^' q 1 y \ \ -� \ \ i \ f I 1 6\. 1 1 1 ; I a h O.
.V.D. 1988 ® f� co - 1\ ALM --1i"` x \ \ \ 't I
g N.A �' - p o\ 1 1 �t tit t t ti X
0 Q PALMI 1 y \ \ 1 , 1 I f 1 t I I t 1 !. 1 1 X. ,\
��. n -Q - O 36.2 $ w \ \ i I r \ 1 `J I I I 1
a x r i 10" �1P N \ \ a \ 1 I .. \ t ,I O I I. 1 �. X
moo.{ \ \ M I I I I' 1 l X
�• 0 I \ , I I r 1 1
�+ ` ` W 21.1 x18.7 1 , , , \ 5 Xh
x 6 - a51
Lt{ 6 0 P k L VALVE \ t t �. x
a R ``Y + ^ 9 P ? ION C NTRO
Ri LANTE b 0 ,o N GA IRON { I t 1 0 X? 00
a fir. P N A 12* �9 10 9E k _ q \ T 1/2 _I \ 1� o,.
o WALL b 12"�E h \ 72 f ` tx x
°p 0 0 PALM PA 9
*i A 9 t , PALM " 9 x
I_ \
w PALM LOQ 12 9rk x .y. LM 1 16 i \ Oti x o
- w g $• g x 0 I�. X
A 1 16 a 6h N1ROL VALVE �h X
t E--- YALer - ALM1 i P / 710! CO x
\ P PALM ,,\% R - PLAT 9 0 {E IRR
1 PALMAE x `` PA1�1 PA '� OO Y ^�
y w .29 8.83 1
,� x,8 21 0
2 - ,0 IRON) o` ti T x WALL as . k '7 N T 1 1
{ . oNCRErE 1 �� • 5 7 E 80 IRO. NOTES:
R Z7 x,00 W I 1. THIS I$ A TOPOGRAPHIC AND BOUNDARY SURVEY.
X\ / A N $ 1�
MAG NAIL 1 r $83 28
,SET ., � a, I 2. BEARINGS 'BASED ON A CALCULATED LINE BETWEEN
3672 49. 8 p \
LB 2,1835 y w cr 1 I DEPARTMENT OF NATURAL RESOURCES MONUMENT NUMBERS
NORTHING o 927.1Bg 1 ` 1 t,\ 1
G _ 53 , t - --'_; 72-81-A19 AND 72-81-A20 PER THE COASTAL
EASflN - � , t , 1 � � �,.
-� ® C"►_ I i CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY,
Iw. 9 FLORIDA BASED ON GPS OBSERVATIONS
w _ 3. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS
�, t
I RECORDED IN "MAP BOOK' C,' PAGES 72 THROUGH 72H,
69.2 , i , DUVAL,COUNTY RECORDED JULY 21, 1992.
-- , 4. MEAN HIGH WATER LINE (MHW) DETERMINED USING
...._ EX I
TENDED' DATUM FOR TIDE STATION 872-0291
(JACKSONVILLE BEACH, MHW'= 2.10 (NAV) 1988), TIDE
T 1 f RANGE 5.07').
ADJACEN W
� s SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA �
�• FRAME
RY
o w STO ..... � STATUTES CHAPTER 161.053(6)(a)2: "Seasonal high-water
2 417 6 g I
ER 1 __-
o CE NUMB _ line" means the line formed b the intersection of the
A RESIDEN 1 1 x
-rising e .
l { shore and the elevation of ISO: percent of the local
-- - mean tidal range above local mean high water: i
w _ --
� MHW ELEV. + (1.5 X TIDAL RANGE -SHWL
va
a ' 1 2,10 + 1.5 X 5.07 = 9.7 NAVD 1988
.6, o_ o, a26 2z. 1 .
6. COORDINATES BASED ON STATE PLANE COORDINATE
24 w 74.2' t _ - - SYSTEM EAST ZONE NAD27 PER THE RECORDED COASTAL
71.0 CONSTRUCTION CONTROL LINE AND CONVERTED TO AD�-
'cNn N E
VIE-
R 1983 DATUM USING CORPSCON
0 6 0.1.
_-
7. BENCH MARKS AS SHOWN: HEREON' WERE ESTABLISHED '
BY GPS OBSERVATIONS
1 IN N.A.VD. 1988 DATUM:.
_- _ 8. THE EROSION CONTROL LINE AS RECORDED 1N PLAT
BOOK 35, =PAGES 59, 59A & 59B OF THE CURRENT PUBLIC JU
2017
STRc RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY
E.�
MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY.
1 4T 9. THE OWNER OF RECORD PER THE DUVAL COUNTY
BUildi
ANGLEPPOINT 48 F WAY (PAVED)
m 0' RIGHT O PROPERTY APPRAISERS OFFICE IS IDYLL HOUR, LLC. ng ®0��1%Yii
4 10. GPS' RUN USING SPECTRA PRECISION EPOCH 50 L1 L2 C°ih Of @Pik
/ Y ��6ani1C eac
B
EQUIPMENT AND TRIMBLE VRS SOFTWARE: il, Ft.
11. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL
RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, •FLORIDA.
I
m
I�
THIS SURVEY WAS MADE FOR THE BENEFIT OF
IDYLL HOUR, LLC, AND -WILLIAM H. MORRIS.
ANGLE POINT
OPPOSITE R-49 S87�8'28 E
00 ZONE X D.P.E.` MONUMENT No. 72-81-A20
HE
T PROPERTY Y SHOWN HEREON EON
LIES IN FLOOD
NORTHING = 2,}81.553.52 II
(A R A OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN),
EASZINc 375,084.00 E •
FLOOD ZONE „AO DEPTH 2 AND FLOOD ZONE "VE" (EL
14) AS WELL AS CAN BE DETERMINED FROM THE FLOOD
INSURANCE RATE MAP NUMBER 12031 CO409H, REVISED
JUNE 3 2013 FOR DUVAL COUNTY, FLORIDA.
I
c
DON
• BOATWRI:GHT, PrSaRAA
A• -
NOT VALID WITHOUT THE SIGNATURE
AND
THE ORIGINAL RAISED SEAL OF A' FLORIDA FLA. LIC. SURVEYOR AND MAP-
PER No. LS 3295
LICENSED SURVEYOR AND MAPPER... D.E.P. TOPOGRAPHIC SURVEY UPDATE- NOVEMBER �2 2016
FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. LB 3672
.
CL
Y.SURVE-0-.YORS,
1 n ( 06ERT DRIVE JACKSONVILLE DATE. MAY382 AWN B L n Ci e_ l o` J 1 S
CHECKED DY. FILE. 2016 1 DR BOA I W�GHT �A1V® BEACH.FLORIDAI� R/`"1 SHEET 1 OF 7. ]11:7(904)241-8550
REF. 201.2- 363 2016 0545 0 PGP (
i
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