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OVE CANTILEVERED CONCRETE CONCRETE FIELD PAVERS
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CONSTRUCTION
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-17.0-
I p
X 17.1 STEPS MODIFIED DRAINAGE PWALE 01 X14.9 -K 12.5 WYE LOADS-
\-X. X UNIFORM LIVE LOADS:
C:) EL 4711-9��=]�Rm�w- -17.0-.- ------- I
cri 17 5- -------\------- 112.1 POOL DECK SLABS/COPING 40 PSF
X
--------- ----
HH. HlItHIHIHI Hlil-lilli- X12.8
--- -1 -:,-(� LLI= Hill, I ALLOWA13LE UNIT STRESSES
)a I I CONCRETE: (PER ACI 318)
0 I[L. +17.9' NA
X12.1 CONCRETE:,-,-,-,
EDGE OF DECK
STRUCTURALPOOL/ ELL f'c = 3000 PSI cj
-.Cf- J-L
0 0 SLAB ON GRADE f'c = 3000 PSI
-a' 412.1 CONCRETE ANCHOR PILE VC = 5000 PSI
ELLU120.,4' N V
w <
z
0 E OF CZ�,g REINFORCIAENT: ASTM A615 GRADE 60 :ru
FLUSH Ld
PO,�1
i UPPER I C Pit 0 RE SOD FILLED x WELDED WIRE FABRIC ASTM A185 -zw=w,
i >DEPK AREA SOIL BEARING PRESSURE: 2500 PSF <�z,
- '-a' y< p
FLI
P�
C P
VD EPS
I STEPS SIqE SLOPES .8
OF DECK DRAIN _O TO MATCH VEXISTI1N1G
L. +20.35' NA 12'-10" 5'-0" - I "SONOTUBE" FORMED CONCRETE ANCHOR PILES
EXfRING SOD I k i (j-. "
I I GO
EL. +20.4 NEW 4 FT. HIGH GRADE TO 1 1) MINIMUM 16" DIAMETER .0
UP OF C SLOPE 1 ALUMINUM FENC REMAIN 2� MINIMUM 8'-0" LENGTH
TL AS-IS Ld-
-`O�
F To' 3 REINFORCE W/6-#5 x 10'-0" wl #3 TIES AT 12" O.C. D--
OEL ' NAVD 1 4) CONCRETE f'c = 5000 PSI
11 6P±20 5 EL a zoz��s
0 1-ck
F UE +18.0' NA\d L-----1 5) PILE CAPACITY SHALL BE 10 TONS. 0,10
> (EXISTING) =I V-f-OP OF COPING I
L------ I
CO
Fl� POOL OT A IE; ILI F u
AT S-0 T� 0 REINFORCED CONCRETE z <
0
--XISTING THREE ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE
I _1o" B
1 6- �4 10*-6" 6f' LATEST EDITION OF ACI 318 AND ACI 301. CONCRETE MIX DESIGNS
aTORY RESIDENCE -t-
SHALL BE SUBMITTED FOR THE REVIEW AND APPROVAL OF THE 0
0 X I STRUCTURAL ENGINEER.
z AVD,.l, 4' - 0 12.6 1 1 1
EL� +20.45' N X 17.4
I�El 2,1-1' NAVD OF SPA'?
Tbp±- TOP
0 SL;�. c COPING SPA
7:0 6 !2 �2 X 11.5 �11 UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR
t2 X
(EXISTING) .8 REINFORCING SHALL BE AS FOLLOWS:
\124"wide SPA ol 1 11.9 1 1
- POOL DECK
SEAT SPILLWAY SLABS ON GRADE
CENTERED L.Li
INTO POOL C ONCRETE PAVERS STRUCTURAL POOL AND SPA SHELL) 2'. n
aEd ZO.&&VI)
z TL-P )VER COMPACTED ANCHOR PILE
TK SAND BASE 3
(EXISTING) REVEGETATE REGRADiED <
SLOPES WTH SEA OATS I I ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60.
H�
S A
o
Y L >
.0
z JIEL. +20.45' NAVD SLOPE 1 0 V-O" O.C., EACH ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. U)
I ,
I UPPER Y TOP OF COPING DIRECTION, ON
OL_5 ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. 0
I! DECK EL-5' ALTERNATING f
0 1
EL. +17.9' NAVDi I STAGGERED ROWS ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, z
0
�LDGIE OF DECK
LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE
NEW 4 FT. HIGH IN ACCORDANCE NTH THE PROCEDURES AND REQUIREMENTS OUTLINED
m ALUMINUM FENCE IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD PRACTICE FOR
3-10 18 io'-o" 2'-Q'6 1 111)
DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR
SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION.
r :z-I EL. +18.0' NAVDI Lij
EXISTING
OP OF COPINGI I ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF
--------------------- GRADETO THE LATEST EDMON OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN
REMAIN
STEPS AS-IS--\
40 BAR DIAMETERS, U.O.N. ALL WELDED WIRE FABRIC SHALL BE LAPPED
TWO (2) MESH PANELS AND TIED SECURELY. WHERE REQUIRED, DOWELS Lij L
Him ui SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, Li 0 C) 2-x
O-� EL.��179' MVD0 IMIMI'll
SUPPLEMENTARY NOMa
I�T - C) W
NEW POOL -E 9EFK A 50 WATT 77
EQUIPIAE >RE-SOD FIIED X
POOL LIGHT '7 EE. 177 TN�A41 DECK AREA' x
z i -L--
SIDE SLOPItS f VERIFY ALL DIMENSIONS WITH EXISTING STRUCTURE.
X 11.8
0
NEW 4 FT. ---------------- TOMATCV I I COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH <
HIGH ALUMINUM EXISRINVSOD �'l 2.3 ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. Of
MODIFIED DRAINAGE SWALE 6-.8- - i 0 > 0 F-
0 FENCE ------
LANDSCAPE X-17-� -X- �z
16.5 X X 12.0 THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE
GATE -17.0- 1 X 14.7 RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS. TECHNIQUES,
'A -------------------------- r > <
PROCEDURES, SEQUENCES, ACTS AND/OR OMISSIONS OF THE
--------------------------------------------15,7.--X X 12.2
----------------------- CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR
In --------------------------------------- THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE <
12,4 Xll 3
'ED
�PROPERT STING WITH THESE CONTRACT DOCUMENTS.
1`3 ING TE: PROPERTY LINE S 83*29'03" W 21 3`±(M)
Po
0 EXISTING 4 FT. HIGH EXISTING BURIED
OL DRAINAGE SHALL BE� 4C
To M 7
0 1 C TE BULK. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS
FEN E
I
DIRECTED TO MODI�FIED EXISTING 16"xl6" CONCRETE WOOD FENCE CONCRETE BULKHEAD I ;
TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS
ORAINA( ......... IN PLACE DURING CONSTRUCTION.
C, COLUMNS w/2'h CONCRETE WALL
AND 2' WOOD FENCE ABOVE E. REVEGETATE REGRADED SLOPES I I
WITH SEA OATS 0 l'-O" O.0 IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR
UUA�IAL UUN�IRUCTION EACH DIRECTION, ON ALTERN�TING UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED.
CONTROL LINE STAGGERED ROWS
FORMER COASTAL
156'-B" CONSTRUCTION
-j
CONTROL LINE
SEAWARD DISTANCE OF NEW POOL
0
EXCAVATION FROM POOL EXTRUDED ALUMINUM
161*-8" to SHALL BE USED AS BACKFILL TOP RAIL 0
SEAWARD DISTANCE OF NEW POOL DECK UNDER POOL DECK. NO O.C. ARCHITECTURAL DETAIL
IMPORTED FILL F �AT"p"CALF--i AS PER OWNER
175'-0"
UUL -JULJUUULJL-JLJLJLJLJLJL JULJ 1" SQUARE PICKETS
Im @ 5" D.C.
SEAWARD DISTANCE OF RELOCATED FILL NO EXTERIOR DECK
NOTE: Ll
GHTING PRO� UARE POSTS
POOL MANUFACTURER RESPONSIBLE NOTE: 3" SO
FOR THE DESIGN AND INSTALLATION ALL REFERENCED DIMENSIONS 0 6'-0" O.C.
OF POOL EQUIPMENT PEDESTALS AS FROM THE DEP CCCL LINE TO 1%2" BOTTOM RAIL
U POOL SITE PLAN, GRADING, AND LANDSCAPE INSTALL AN AUTOMATIC
EREQUIRED BY FEMA REQUIREMENTS THE NEW RESIDENTIAL POOL
STRUCTURE AND POOL DECK TIMER FOR THE POOL LIGHT DRAWN -N
SCALE: 1/4" V-O" ARE TAKEN FROM THE ENSURE THAT THE POOL CCK
1 .1 1 16" DIA. LIMEROCK BASE CHECKE
POO LIGHTIN13 CALCULATION, SOUTHERN SIDE OF THE LIGHT IS TURNED OFF WHEN I F "
I COMPACTED TO A DENSITY
SUBJECT PROPERTY CCK
INDICATES SLOPE/RUNOFF :H
ALLOWABLE: NOT IN USE
360 SFT a 1/2 wait PER SFT 180 watts C) OF AT LEAST 95% OF THE 100A
MODIFIED PROCTOR MAXIMUM 09/ 72009
PROPOSED GRADING
I i ATo
PROPOSED: 4 i i DRY DENSITY (ASTM D 1537)
EXISTING GRADE SCALE
1pc 150 watt!; INCADESCENT
i TOTHE BEST OF THE ENGMEEITS I(NOWLEDGE AND BELIE, 1/4" = l'-O'
A I
DR 15.5 EXISTING SPOT ELEVATION JOB NO.
I __.,STABILIZED SUBGRADE,
x i NON-PLASTIC, INORGANIC,
Ipc 50 watts LED THESEFDOLDESIGN�ANDS`IEOIRCATIONSAREIN COMPLIANCE
ELEVATIONS SHOWN HEREON ARE --------J GRANULAR SOIL COMPACTED W1N THE STANDARDS ESTABLISHED IN BECTON SM-M.D07,FLORIDA E10-016
POOL LIGHTIN SPECIRCATIOW BASED ON NAVD 198B DATUM TO A DENSITY OF AT LEAST ADMINISTRAMVECODE. SHEET
4'-0" ALUMINUM FENCE 95%OF THE PROCTOR MAXIMUM TMSE DESIGN PILANS AND�FICKTIONS ARE IN COM11.11AACE WITH
HAYWARD COLORLOGIC 4.0 LED POOL LIGHT DRY DENSITY (ASTMI D 1537) THEUM DSMGUIDEUlESESTABUSNEDINCKAFTERI2.9AA0
HAYWARD MODEL No. SP0524SLED50 CHAPTER13.3 OF FEAR W COASTAL CCIISTRUCTION MANUALAND
50watt LED, 120�, w/50 FT CHORD, STAINLESS STEEL FACING SECTION APPENDIX L T'D THE FEMA 55.COASTAL MANUAL p
FLUSH MOUNT, 2'-0" BELOW WATERLINE 1`�-1 SCALE: 3/8" = l'-O" �POOLHMSEENMM�MWTM���EMSKOF�
OFCJACeATO�WS�GAWMT&W��AS
REQUIRED BY FAC MnW7(St(mX0 AND FEMA 56,CHAPTER 12.9A, QEET I OF 3
-_j -RIVISI.NS BY Is
0
ALL ELEVATIONS AS SHOWN HEREON ARE
DEP PERMIT
z
0 0 1 BASED ON NAVD 1988 DATUM
In Uj I ISSUE 09/10/091 CCK
< 0 < DEP PERMIT I CCK
I Ld V
1-11 z L�j Ld REISSUE 06/01/tOlO
0 z 01 DEP PERMIT CCK
LLJ Ld REISSUE 01/18/mll
z 0
0 UJI L'i Li LLJ Ld REV. ADDED SPA
F- Of 1 1-- a: Lj
-j < Li < < < Li
LI 0 M 1,- <I
_j -j 0:� o Ld F- 1-- :j-
< 0 CL a- 0 0 < LLJ <
In[ CLI CL V)l 0 ?�: x ��: x
0 0 0
0 L'i
of > of 0:f Ld
0 0 Ld Ldl E Ld 0- a- CL CL
x a_ 0 EL Ll CL
0 156'-5" z z I z i a_ :E <10 < am
< [L <
<
I SEAWARD DISTANCE OF NEW POOL
161'-8"
SEAWARD DISTANCE OF NEW POOL DECK
175'-0" d
-w <
SEAWARD DISTANCE OF RELOCATED FILL LLJ
EXISTING THREE :2 wo
TORY RES DENCE
<> wo
<
S I
EXISTING TWO STORY I EXISTING FIRST LEVEL
<,d
u'.
GARAGE APARTMENT ELEVAT11 N +21.3' NAVID Do
NEW FSPA�) �5
I I I I I I L'j-ou
EXISTING GARAGE LEVEL I NEW POOL >
ELEVATION +16.2' NAVD zozi:�s
NtW POOL 0"o
C PING
EXISTING GRADE -7\ NEW POOL PROP EXISTING GRADE EXISTING GRADE
o
Anp (n il I
20.0 DECK GR
x 20.0' >
15.0'
NE
4
N
C�
i H
10.0,
10.0'
5.0'
5.0'
Lij
0.0'
0.0
NAVD EXIST w NEW 16"0 FORMED �--EXISTING BURIED
AUGERCAST CONCRETE CONCRETE ANCHOR CONCRETE BULKHEAD NAVD 0
PILES (TYPICAL) PILES (TYPICAL) NOTE:
SITE PROFILE ALL REFERENCED DIMENSIONS LLJ
FROM THE DEP CCCL LINE TO n
THE NEW RESIDENTIAL POOL
COASTAL CONSTRUCTION STRUCTURE AND POOL DECK j <
LL Lij o
CONTROL LINE IE FORMER COASTAL EAST BOUNDARY LINE w
ig PER PLAT ARE TAKEN FROM THE I� D
13 CONSTRUCTION z
2 4. 156'-0" IP
SEAWARD DISTANCE OF NEW POOL CONTROL LINE SEASONAL HIGH SOUTHERN SIDE OF THE <
PROPOSED 4FT HIGH WATER LINE SUBJECT PROPERTY >
ALUMINUM FENCE Ljj
MEAN HIGH
N 83'26'53*E 200.12' NAIL TO IRON PROPOSED VEGETATION
N 83'25'52"E 200.00' (PLAT) SPA 0-) LINE WATER LINE w'
N BS'2nll E 2
C!
if F- Ld
B�CK 3;;R
Q VIE /RESIDENC
44.' i5�5" -jA 3 1 0
'WiEeAb�L6pi et�E P
POS
< /// . 1
>1 1
xj
E. Ll-j
�3 m
>z K
/'Tt
.1". . I,. -
a T
142
m .10 -CL
I -.,v—— -P—�'w
8 B3*29'03'W 2131--t
w
BENCH MARK USED: 156'-B" REL CAT EXISTING BURIED VEGETATION FT1
MAGN IL&DISK EXCAVAT CONCRETE BULKHEAD LINE MEAN HIGH-j
(LB 672)IN WEST EDGE SEAWARD DISTANCE OF NEW POOL FILL 'I >
OF 3 SEASO WATER LINE
PAVEMENT NAL HIGH
ELEVATION-12.10 161'-8" PROPOSE I' z
fl 8 WATER LINE
N.A.V.D.(19138) SEAWARD DISTANCE OF NEW POOL DECK POOL
175'-0"
EQUIPME '8'1
—3'-O"± TO
SEAWARD DISTANCE OF RELOCATED FILL VEGETATION
2*'-O"± .3> 7t LINE
SEAWARD DISTANCE OFISEASONAL HIM WIATER LINE
403'-O"±
SEAWARD DISTANCE OF MEAN HIGH WATER LINE
DR
CAWN
.4- 1 474'-O"± CK
SEAWARD DISTANCE TO "0" WATER LINE CHECKED
4' COASTAL CONSTRUCTION MER COASTAL CCK
R CONTROL LINE CONSTRUCTION EXCAVATION QUANTITIES- D.A
0 Oq/ 72009
4 CONTROL LINE LOT 2, BLOCK 62, ATLANTIC BEACH AS RECORDED IN PLAT 800K 5
PAGE 64 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNi�, TOTAL EXCAVATION FROM POOL SCALE
MER C
CONSTI
vivi CONTR FLORIDA. TOGETHER NTH THOSE LANDS LYING EAST OF THE EAST LINE TOTAL EXCAVATION FROM PILE 4.4 CYDS 1" = 20'-0"
OF SAID LOT 2 TO THE EROSION CONTROL LINE, BEING BOUND ON THE J B NO.
NORTH BY AN kASTERLY PROLONGATION OF THE NORTH LINE OF SAID E10-016
TOTAL EXCAVATION 56.7 CYDS THESE POOL DESIGN KANSAWISPECIFICATIONSARE IN COMPLIANCE
LOT 2 AND BOUND ON THE SOUTH BY AN EASTERLY PROLONGATION EX INTHTHESMNOARDSESIABUS�)N SECTION�.I)07,11OROA
'j" TC 7
LE j1ON NOT SHEET
E
SITE PLA OF THE SOUTH LINE OF SAID LOT 2. Ri TIN13 SAND MATERIAL SHALL BE RELOCATED
-jt AROUND THE PERIMETER OF THE NEW POOL SHELL AND UTILIZED THE E DESIGN PLANS A1%)SPECIFICATIONS ARE IN CD�WITH
THE STANDARDS AM GUIDEUNIES ESTAB UMED IN CRWTER IZ9A AND
T\ NOTICE: LOT 2, BLOCK 62, ATLANTIC BEACH AS RECORDED IN AS BACKFILL MATERIAL AROUND THE POOL. ALL EXCESS OiAP�t3mOFFEM455,�T&CONSMUCnMWOOIAND
SCALE: 1 20' PLAT BOOK 5, PAGE 64 HAS BEEN REPLATTED AS LOTS 3 AND 4. EXCAVATED EXISTING SAND MATERIAL SHALL BE PLACED SEAWARD APPMLX L TO THE�K COASTAL CONSTUGnDN MANUAL
--p4- ?. C) c
BLOCK 62, ATLANTIC BEACH CORPORATION REPLAT OF MAYPORT OF THE EXISTING 3 STORY HOUSE AS REQUIRED. ALL RELOCATED
TERMINAL AS RECORDED IN PLAT BOOK 6, PAGE 1 OF THE THE POOL HAS BEEN DEW&D NDTTO INCREASE THE RISKOF DAMAGE
FILL MATERIAL SHALL BE DEP APPROVED CLEAN, WELL COMPACTED, OURINGA COASlk STORM EVENT AS
CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. SAND MATERIAL. PZMWMBYFAC�.W7(5)(�K�IMDFEMffi.�IZ9A.
"'IsHEET 1 OF
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S) (T(TRNOVER IN MIN.) 4
3. DETERMINE MAX FL Al 913 4
0
+
L.IN
(,r-. P-9mm I;s,
PL6W RAtE) (FtxT EFFLOW RATEI YL. QTHER CALCS. FILL IN REQUIRED
4. SPA JETS: X GP F-1- (SYSTEM FLOW RATE) R K- vi 20
F . YYQ lip- T&ATTACH CALCULATION
�NO.OF OET�) .. ! , . . I t: - .., .
OlEt 171_6W kk_s, I i - ... ..
IOW
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IT PUMP
52
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BRANCH PIPING TO INC 0
NO . ... ..
TRUNK PIPING TO BE INCH TO KEEP VELOCITY @ 8 FPS, MAX,AT
GPM MAXIMUM SYSTEM FLOW RAT
E 7
BE F A-YAMAIJIL�`8138kD
.43.1 PUMP'18 USED,
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2. FRICTION LOSS(IN SUCTION PIPE) IN uff 1.
.4 9G,5-B2.18-8,64
3. IN-fL-66i
INCH PIPE PER 1 FT. @ GPM ff
Q_j
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c [9N 0
0-
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821'9 8W4
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-7'92-ka-:�
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Q M,` -�,- -_ .- . __ - r -
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(LENdTH OF RETURN PIPE)
5. X TDH IN PIPING:
6AAAND
4. It
(FT OF HEAD I FT OF PIPE)
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rCHANdd ��" FIELQ-T- H
IGHER
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HEATER LOSS IN TDH (FROM HEATER DATA SHEET):
_A�TOTAL ALL OTHER LOSS:
SEL ECTED PUMP AND MAIN DRAIN COVER: TOTAL SIMPLIFIED TDH: 03
PUMP SELECTION �Rm VAA
(PUMP MODEL&SIZE I.N.H P:�'AA
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THE FOLLOWING CUT
MAIN DRAIN COVER
3
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MUST NOT EXCEED APPR6_VED COVER FLOW RATE)
PER FOOT
SCHEDULE 40 PVC PIPE
I : R
NOTES: MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIMMER OF 35 GPM. PUMP HEATE
-L I FE E. OND
PIPE SIZ z! FILTER F_� THERAPY JETS
El 6 FPS7 PSm
T, 0 FPS DATE
DETERMINE THE NUMBER AND TYPE OF REQUIRED IN-FLOOR SUCTION OUTLETS 0161GPht 0.1. 1G ) GPM 0 35' MAIN DRAIN LL
._27ir-,PU� n M I zt WATER FA S
-OR 91-bNAfU 0
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,:VG D_
60(Mit
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234,GPM *0.03f 313 upm CONTRACTORS PRINTED.NAME
0 0 MULTI DRAINS SUCTION OUTLETS @ U.Uo' 392 G.
0
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0.03,
CHART 1
CHANNEL DRAIN CHANNEL DRAIN @ GPM W/ CONTRACTORS CERT, NO�.
PORTS
REVISIONS By
MAP OF
DEP PERMIT
PART OF ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5,PAGE 65 ISSUE 09/10/()g CCK
0 9
P
AND NORTH ATLANTIC BEACH UNIT 1 AS RECORDED IN PLAT 800K 15, DEP PERMIT CCK
PAGE 10.ALL OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, I S_
FLORIDA. R - -S�Ol/ 1
DEP PERMIT
U
fREISSUE 01/18/ Oil
EI
R V ,I
EV. ADDED SPA
ATLANTIC OCEAN
N,
—NORTH ATLANTIC BEACH--ATLANTIC BKACH—
UNIT I
PLAT BOOK 5.PAGE!0
PILAT PAGNI 10
SUBJEC (_3
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OSED L'i z
FPROPO�SE
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U)
LOT I L JTON CONTROL HE(C.C.C.L)
��.�-E I COISTAL CoNSTRu
CONTR(..E'111 C.16.CL _]_M4
5!TM
LIJ
--s BEACH AVENUE >
40'MIGHT OF WAY (PAMED)
cn
Lu
BEACH AVENUE
IDPM�y GARAGE APPROACH ROADWAY
30'RHGHT-OFWAY PAYED z
LLJ
NOTES:- < LJJ
1.THIS IS A MAP ONLY TO SHOW RESI CNCES AND
THEIR DISTANCE TO THE COASTAL CDNSTRUCTON _j
CONTROL LINE. <I
2 -21 BY THIS FIRM FOR GO
L SEE DRA NG N,.2009
PERM�OF RESMENCE 1525 BEACH AVENUE FOR D.E.P.
RMITTING, 0
N z
3 THE COORDINATES SHOWN HEREON ARE ROM THE >
COA TAL CONSTRUCTON CONTRD,UNE RECORDED DATA LI.J
.0 GCN�TED USNG CORPSODN 6.0.1 MOM STATE
PL
AN HAD 1927 DATUM TO STATE PLANE HAD 19183 0 <
DA M.THE BEARINGS ME MOM THE 1927 DATUM >
AND ME NOT TO BE USED IN CONJUNCTION WITH
T4 SE COORDINATES <
1QO 4.THE GENERAL PERMIT UNE SHOWN HEREON IS AS 71 C)
RECORDED IN�CIAL RECORDS BOOK 12975.PACE
1781 OF THE CURRENT PUBUC RECORDS OF DUVAL <
COUNTY.FLORIDA.
SCALE: 1' 50' 5 EROSION C-01.Uh[E IS THE EASTERLY BOUNDARY _j
51F OCEANFRONT MOPE TY.AND WAS CALCULATED
OM GCORDINATES OF SAID ONR MONUMENTS,AS PER a_
TH
E ERO�014 CONTROL LINE FOR DUVAL COUNTY.
F,�DA.AS RECORDED IN FLAT BOOK M.PAGES 59.
59A AND 59S OF SAID PUBUC RECORDS.
6.PR`A`LS SURWY OF SAME.FILE N,.2009-15SA, Ld
DA"D SEPTEMBER 16.2009
7.TH FORMER COASTAL CONSTRUCTION CONTROL LINE
IS
P�SHO PER THE COMDNATES USTED IN BOOK'B',
GES 24.24A,24B.24C.240-24E OF THE
CURRENT PUBUC RECORDS OF DIJ"L COUNTY.FLORIDA.
NoM-3 THE B HEAD SHOWN HEREON WAS LOCATED IN
LOTS &4.BLOCK 51 AND LOT 2.BLOCK 62,
ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5.PAM
6;AHD IN LOT 1.NORTH ATLANTIC BEACH UNIT 1.AS
RECORDED N PLAT BOOK 15.PAM 10,ALL OF THE
CUR ENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA.
THE REMAINING BUU<HEAD WAS CONNECTED FROM
FOUND P NTS.MOST OF THE BULKHEAD IS BURIED
UNDER SAND AND NOT EXCAVATED.
.04
DR
CAWN
I M--T 10. CK
......�AN
CHEC ED
C
CK
DATE
06/01/2010
S ALE
TOTHEBM��MGINEERS*KYWMMMDBEIEF, 1'. - 50'-0"
joB NO.
THESE POOL DESIGN PLINSAND SPECIFICATIONS ARE IN COMPLIANCE E10-016
Wn THE STANDARDS ESTABLISHED IN SECTION�.IM7,RORIDA
ADMINISTRATNECOM
SHEET
THE
TIE STANDARDS AND GUIDEUNES ESTABLISHED IN CHAPTER 12.9A AND
CHAPTER 13 53 OF FEMA 55,COASTAL MUAL AND
APPENDD(L��E FEMA 55,COASTAL CONSTUCTION MANUAL C- 3
THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK Of DAMAGE
I REOUIRED BY FAC AND FEMA 9.CHAPTER 12AA QHEET 3 OF 3