HomeMy WebLinkAboutSITE PLAN 9-7-15FN NGS MONUMENT 94-77-A33-2 (/) O
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N 879 17.356 V LLJ M O0
E 879917.356oNo p POOL \ SITE PLAN a O
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�\ a, �A83` STORY CB n " � ..
\ m ESIDENCE \ QUEENS ISLAND PRESERVE, LOT 5 SITE m ° a N
460 N A-1-A \ 5 a M ~
\ ST. LUCIE COUNTY FLORlD�4 `` Ns z N Z
OCEAN VIEW ESTATES O X
g336 PLAT BOOK 35, PAGE 25 «+�� ACE o U) w J Q
\ \ v W O Z jai L"
tT \ l \ mwABos Bo. 2
\ N� FND 5/8" IRC q` vi �Q ' O a
N — PSM # 4971 7� m N
LOT 10 p\ pEEu EZ w>ITE aTY ROAD Q a OUJ M
s p. \ \ BLOCK A `V♦ N }j a O
N \ \ \ ( VACANT) A,A a Z ' N to
\ ® z W =__ L
PRIMA VISTA BLYD. �� ULu
Z \ rn O N Q w ti
N W
m \ \ \ COASTAL CONSTRUCTION CONTROL LINE z
P T BOOK 19, PAGE 8, PUBLIC RECORDS ST. LUCIE COUNTY ° LOCATION MAP Z Lu w Y " W
m N
\ c \ RE ORDED DECEMBER 12, 1978 PER PLAT BOOK 16, PAGE 32 "�\ NOT TO SCALE w O 0 Z V
\ MAP APPROVED OCTOBER 1972 a� U. U.
D co
ZONEX
/\ \ MEAN HIGH WATER LINE STREET ADDRESS o. v 0
PER PLAT
\ \ ELoo\ FLo_ FLOOD ZONE VE 4434 N A-1-A, FORT PIERCE, FL 34949
50' � �� AO-1 0.1 �� � AO-2 A02 ELEV. 14'NAVD
FND NAIL & DIS m �m
PSM #4971 A LEGAL DESCRIPTION
\ P C tT
\ u.E\ m SEASONAL HIGH WATER LIN �\ LOT 5, QUEENS ISLAND PRESERVE, ACCORDING TO THE MAP OR PLAT z
ELEV. 5.39 NAND OF 1988. N THEREOF, AS RECORDED IN PLAT BOOK 60, PAGE 5, PUBLIC RECORDS OF ST.
lb LOCATED MAY 08, 2015, 10:OOA6
LUCIE COUNTY, FLORIDA. z
m ° �WESTERLY MOST EASTERLY MOST ° SAID PARCEL CONTAINING 0.78 ACRES, MORE OR LESS. ti
in >
BLOCK
\ �7 ID L�
q ° ^• ti0 Z LOT / DUNE GRASS DUNE GRASS Ld
(VACANT) �h °� GENERAL NOTES W
m m \ \ ° MEAN HIGH WATER LINE
<o > o° ° LOCATED MAY 08 2015, 8:OOAM 1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE SOUTH BOUNDARY o
�� m y \d��°xl� x�2� N� ELEVATION 0.50 (NAND OF 1988) OF QUEENS ISLAND PRESERVE, AS RECORDED IN PLAT BOOK 60, PAGE 5, ST.
x'T• x° m y FND 5/8" IRC w G]
\ LUCIE COUNTY PUBLIC RECORDS. w
LB # 4431 9
403.8 G7
N �� ro z 1hh g
hq �y x�nh ° -0 1 b7 \ xbh, S89°20 "W �° 2. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED
titi' Ma^ o•
AND SHOWN HEREON.
FND NAIL & DISEE x1. x�°�
x �WPSM#4971 ,� \ ` 2° LOT 6 3. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND FOUNDATIONS LO
xe� WHICH MAY OCCUPY LANDS OF OTHERS. o w
1 h 3 BLOCK A N Q
�,WA �' -� v 12 (VACANT) , N ` 4. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED �
THEas
xtiti� a h' S \A \ ON THIS SURVEY.
\ ^tiA O, j m h &titi• ZERO ELEVATION LINE
x 5. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONES
CONSERVATION °2 n
\� a° e \ , EASEMENT \ °' "X', AO-1 AO-2", AND "VE-14', ACCORDING TO THE FLOOD INSURANCE Q z—
I x°� x° X�`' ` RATE MAP, COMMUNITY PANEL NO. 12111C 0093 J, EFFECTIVE DATE FEBRUARY tea"
r� \ can, ^ ° 5.30' 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AN a�;
FND 5/8' IRC 399.65P 6' BEACH ACESS `5 w z a
E I. 503�3. 476 9 $ 20' 9"W 3L32 / J ����
° PSM # 4971 a1 0 414.40 N/
ELEVATION CERTIFICATE. F
\ z imp FND AIL& 18 u is / ' S' 6. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE SIGNATURE V LL <o'n}
A o$r°2 esoq 71 b- 9 50.57• +?� \ AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR &MAPPER. �) N cwia Bao
m z o 2 g M o 0
cD7�o` ?' W PROPOSED V 3�1 os' xtiti• / 3� 7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN Q coci 000w
> 0 3•STORYCBS LOT 5 a °02 THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF W W
7� RESIDENCE .33• ., THE SIGNING PARTY OR PARTIES.
0 BLOCK A a ' Nw° O y } 5�5jm
8. INFORMATION SHOWN HEREON IS BASED ON PLATTED AND FIELD I� W w �w o
o \ C �• m Or " /• r< ` w m CA\ > to o ¢
\ h °° hx A h �2 \VACANT +0 i MEASURED DATA. Q 0�zoa0'
�.
�(� to _IW a � z
7.33 9. THE LAST DATE OF FIELD WORK WAS MAY 10, 2015. W i� I� �oLn
-
WATER
\ .A ti b' m \ ` a \ // \ 39•5 D� 5 LOCATEDN MAYH08 2015,LINE8: OOAM m J z �a3w
99. u-DD• 2. 8' xtiti� 83 00 ELEVATION 0.50 (NAVD OF 1988) 10. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR ~ 2 W ¢
\ 1 GRA TREE 82.05' 20•2 9-e ' °' � In o
RIGHTS -OF -WAY, EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENTS DEED W 0 � =wX�o
S 89°2049" Wx �' 423.16'M °h RESTRICTIONS OF MURPHY ACT DEEDS. V y o No
d v� BEACH AC SS (� &2 403.27 P x'v 2 } } o Z z U
m A E SEMENT w z
R: h �• °o x0°' °� xtio� s 11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON NORTH 2 Z Z ov <ZD<
A x~ \ AMERICAN VERTICAL DATUM OF 1988. CONVERSION TO NATIONAL GEODETIC V W I-W
o h \n c \ xtiti. �. ° Fwoo
� z \ ° xq VERTICAL DATUM OF 1929 IS (+1.49'). ` 0 0 wm�
MOON
GP y A °` x^`-a x 11 J Z U mmw
`� 2m xh`•' `� \ xa2 10 L T 4 �l' v°yh \ °� ZERO ELEVATION LINE 12. SETBACKS WERE PROVIDED BY CLIENT OR CLIENT'S REPRESENTATIVE. _ W momw
g5A 9 BL0 K A WESTERLY MO h A ,y, o- U o<
(VACANT) DUNE GRASS 11 10 'x,&0 ''�o MEAN HIGH WATER LINE 13. THE COORDINATES SHOWN HEREON ARE BASED ON THE FLORIDA EAST Z0oa
\ EASTERLY MOST z .► ZONE STATE PLANE COORDINATE SYSTEM NORTH AMERICAN DATUM 83/90, a�rr
„ PER PLAT ."I 3
\ N 1157129.607 DUNE GRASS „ rc¢z
\ Z E 88osoz.978 > o ; 2007 ADJUSTMENT. oaa�
SEASONAL HIGH WATER LINE t •o , � 0. 2
\ N 115 12 .0 0 \ FND S/8 IRC FLOODZONE VE ELEV. 5.39 NAVD OF 1988. °; N ¢or~ii
E 880 60 01 "= PSM#4971 LOCATED MAY 08, 2015, 10: OOAM LEGEND & ABBREVIATIONS
FLOOD ZONEX m' FND N L & DI F ZONE m �pO ELEV 14'NAVD
PSM # 1 0.1 A0.2
y A NO OR # NUMBER
FND NAIL & DISK BM OR NTS NOT TO SCALE DRAWN BYI CA
PSM # 4971 \ C CALCULATED FROM FIELD MEASUREMENTS OHP OVERHEAD UTILITIES
AL CONSTRUC ON CONTROL LINE \ CBS CONCRETE BLOCK STRUCTURE ORB OFFICIAL RECORDS BOOK CHECKED BYI CA
GLOBAL POSITIONING SYSTEM GPS) NOTEScCCL BOOK 4, 2sA-2sI C/L P PLAT DATA
\\ \\7RECORDED SEPT BER 15, 1988 CM CONCRETE MONUMENT PG(s) PAGE(s) DATE, MAY 15, 2015
1. G.P.S. SURVEY METHOD: REAL TIME KINEMATIC (RTK) s D PLS PROFESSIONAL LAND SURVEYOR HORIZONTAL SCALE,
Z DEG OR ' POB POINT OF BEGINNING
2. G.P.S. RECEIVER TYPE: TWO (2) DUAL FREQUENCY TOPCON FND 3X3CM FND NAIL &DISK w, \
DNR DEPARTMENT NATURAL RESOURCES POC POINT OF COMMENCEMENT 1'=30'
HIPER GA -II SYSTEM WITH CHANNELS (L1 & L2). (NO ID) 105.04' PSM #4971 473.02W ELEV PRM PERMANENT REFERENCE MONUMENT
S 89"2049- W
sag^2a49 w v` FDOT FLORIDA DEPARTMENT OF TRANSPORTATION PSM PROFESSIONAL SURVEYOR AND MAPPER
SOUTH LINE GOVERNMENT LOT 3 '�„
3. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED BEARING BASE ++^ N NOT VALID WITHOUT THE SIGNATURE
DueEx-ovEa FFE FINISH FLOOR ELEVATION R RADIUS AND ORIGINAL RAISED SEAL OF A
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING w FND RLS REGISTERD LAND SURVEYOR FLORIDA LICENSED SURVEYOR &
MONUMENTS, IMPROVEMENTS AND/OR TOPOGRAPHIC DATA AND s \ GPS GLOBAL POSITIONING SYSTEM R/W RIGHT-OF-WAY MAPPER.
CONTROL THROUGHOUT THE PROJECT AREA. REAL-TIME ID IDENTIFICATION NUMBER UE UTILITY EASEMENT
COORDINATE COMPUTATIONS AND PRECISION INFORMATION ARE `, N to \ IP Q WATER METER
DETERMINED VIA RADIO/MODEM LINK WITH THE BASE STATION & AND
AND RECORDED AS THREE DIMENSIONAL (3D) POSITIONS. �,o `,, �-4 9'' i �; N IR SEAL
CA � a IRC IRON ROD & CAP ® AT
EXISTING PARAGON 0 DELTA SCANNED
tT o \ N \ LBE LANDSCAPE BUFFER EASEMENT
4. G.P.S. SURVEY MEASUREMENTS WERE PROCESSED AND cq �, S� CONDOMINIUMS ��
ADJUSTED USING CARLSON SURVEY 2008 AND A CARLSON N A ;`�' LB LICENSED BUSINESS ® UTILITY POLE St. L�D��,®�
o LAND USE : RM PATIO MANHOLE
SURVEY + DATA COLLECTOR. m \ ZONING: PUD \FNDDEPSURVEY Ls LICENSED SURVEYOR CHARLES ARNOLD
DISK R-18 M MEASURED DATA FH OR FIRE HYDRANT
--_----- ,- PROFESSIONAL SURVEYOR &MAPPER
5. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY IS AS 1� NAVD NORTH AMERICAN VERTICAL DATUM BIKE LANE FLORIDA LICENSE Ng. 4971
S MONUMENT 94-77-A29 5 E 0 30 60' 90' 9 7 �ls,
FOLLOWS: - -- FND NGS MONUMENT 94-77-A30 A ,AZ NGS NATIONAL GEODETIC SURVEY TURN LANE
HORIZONTAL: 10MM + 1PPM (RMs) N 1150065.520 g6°33 NGVD NATIONAL GEODETIC VERTICAL DATUM SEASIDE MAHOE
VERTICAL: 20MM + 1 PPM (RMS). FND NG / E 882771.727 �N SEAGRAPE TREE HAWAIIAN HALF -FLOWER PR TED DATE
N 1147644.088 \ f \ PALM TREE
E 883422.303 �, SHEET 1 OF 1
PROJECT NO. 15-520
x
r - ACAN 1�� CONSERVATION
�I �� EASEMENT �'� G �
,
��� ROPOSED RELOCATED :•I !. >u.1 111 �� �� �� Y
N 1157207 • 76 BEACH ACCESS EASEMENT
FIND 5/8" IRC
-- e� `, w/ 5' DUNE WALKC)VER
�E 88033�:4 7 C. __ PSM#4971 - - - - -- ✓ i
FND NAII & D K
_ _A
PSM # 49 1. \ e `- H L o 0
_ 21 b0i
�Y �A 30 \� DEIVEWAY ib.8 q 3 i.. +'/Fj /✓" •�
1 U.E. _
8.6� , GaYa 2 E. (below). \
-� saw -cut ' 11.00 N. A. V. D. ,� Po/deck drainage�'�s1j811 b2. �� �� �s .� A 2 ''�,
1J 2�0 v concrete co e .?under slab and
discharge to side swales
g
T T
�1 'O L 1 5 I ��
oA oo 8.4 9.6 PROPOSED w V
rn 5 RESIDENCE - ' BLO �� A w ��
� � / 1 1
�� 1 ' U E. Q rn / ? 4 A= 3
N �� i 2Finish 2 00' FN�A�V N.A.V.D. 1, �' V
G� 9 3
Z'.� e', °' �.
0, - �(� 4i ' EX TING BEACH ACCESS 77� 7� 7��? 3
10.0 �', a EA MENT TO BE ( V ACA1 "'
0 _ _ 10.5 -w m ��hi REL CATED TO LOT 5�63 A
{ ��a4J� PROP RTY LINE �2 ' ' ' '
s�UC�I N '� � J � ' 1 a ti �� �\� 0' 10' 20' 40' 60' 80'
nn eIleA 'o oF, �� �� �'` 1 It
PATIO ���� '•t, ��� Graphic Scale
7
v
21.5/� �� �� •'�. ',� `'� 's,, �� ��
O - AGR TREE ><^L"
N 115712$.040 s.5- ---- - 10.5� 11.o SE" ACE T E ��
BEA H cE S 89°20'49" W v w�"
880360.011 10.0 �-
PAS ! 423.11 403.27'P .., �" ,'\ MEAN HIGH WATER LINE
FNL) NAIL DISK -a - EASEGd w._ ( X � 1 ��
SN,# 4971 v (2 o y�" \> LOCATED MAY 08 2015, 8: OOAM
w MEAN HIGH WATER
c VF6 ELEVATION 0.50 (NAND OF 1988)
E1157129-6 7 e880502.97 �� V LISLE- PER PLAT<,
4 � �G �
o FIN 5�8 �)
�1
m n IRC
0 PSM # 4971
_ �� TER LINE
�� x �� T�(/�] �\ SEASONAL HIGH WATER E � "
_� . � .. / `/Y LOT., T � 4 3 III � 1
a 1 $ xr,1 \ �'' ,", ELEV. 5.39 NIAVD OF 1988. it
��C A ` ti ti ZERO ELEVATION LINE
COASTAL CONSTRUC ION CONTROL LINE COASTAL CON TRUCTION CONTROL ' `J LOCATED MAY 08 015, 1`O: oOAM 1 Z S ° N.A.V.D.
a
� VACAN WEs ERLY MOST
/ /OGCL BOOK 26, 26A - 261 .� LINE per PLAT OOK 19, PACE 8, DUNE GRASS
v e,
/ RECORDED SEPTEMBE 15, 1988 ���PUBLIC RECORDS ST. LUCIE COUNTY w �.
0 EASTERLY MOST wa,\
o�';`� o, �'':, RECORDED DECEM ER 12, 1978 DUNE GRASS
N
1,
�IArvr �,�\ g o s o o Site Plan with Drainage $
;l
o o > o\
' d N Scale: 1" 20's
74 �4
010 /� s
�O wlw wlin �I wlLO I�
10.
FND NAIL & DISK �� ZI-i -j , 00 �I -J o
olz W10 ,1' I�
¢1 ZI ziz I� xl i = 00 j �' of o of o Iw NId �I� QIL" ml QLilln Iv
al JI g1� IU �1a �l� �I� Flo �I� �I� I� oil ol0 31z -i 31z to
�I (I� I^ U- < cwitivwi w1� ala XIS XI N IN QI> wlw Dlo =1 Dlo Iry
Cl �I �I� Ico I� �I� XIS �I� wIN wlc Ala �I� I� �I DO
FI a-1 I I- Iwlz L IU- �I o olc°� I LIw �Iw =Iro =I°.° I
>1 OfI -IN NIA 010 o1� 01, to IL` olr Zlo Flo
n oa UJ ao n� �.� 0 glla �¢
o NIo �I� <loc o o a o -� 1 ,, �11 n
ROOF PEAK. ELEV- - -52.58''-navd z _ _ - -- _ w
a,I g(0 T T bT"f - o cn .. cn1 z - - -- ._I_ - 01z_._l .__ .
v° "1 I = D a1 -. - __ x1r ...,.......�0....1 _ _ _ Roof RI Eave
o _ .__ A .._ _. ....__..... ..... _.., I__ - __ ._.. _ _-- -__..__. _ ._ -- ----- ----- --- -- Aver distance between
2nd FLOOR T.O.B. ELEV - 45.00 navd w.-- - -- -- - - o -- - " ol
o ¢I i d
1 ._ .. l r
rik 2nd FLOOR F.F. ELEV = 3 .00 naval __ -- - - - " _ ' ' - uT .T - PROPOSED BUILDING HEIGHT
a J 1w.1
1 st FLOOR T.O.B. ELEV = 33.33' navd �_..._ _ _ _ _., _._ _. __._ ._.... _ _ _. _.._ ._..._. _.. _ . . _. _._ ._. -_. ._-_....._ _ _._ _._ ._ _ . _ ___ ___ .__. _._ ... _ ...... __. . __ _. _.._ .._ _. __ _. L_. __ _ P' _r
0
N
_ _ I L.._. �_._ __ _._ PLANT NATIVE VEGETATION L.... - ........ _ _ ._ ..._. _._. _ ..... _.._..._ ...... _...__ _._, __ - -_ . - _ _ _ ..._..._.., _- -- .__ . __ _._ .._ ._._ _...._ . _.. _ _- ___ ._...__..... - _-_ ---.-. -.. _ .__ _ _ _.... _. __00 _ navd
F.F. ELEV = 22.00 navd F.F. _ELEV
ELEV = 1 5.50' navd - _. _.. I. I_ _ .. _ _. 1. I Poo ... L - _ _ (SEA e exotics as needed . „ `^ �s _ _ _ _
minlmum LHSM E � __ _ 1 1 i EL V = 18.50' navd
tips
1 I�
® rem ove exo
_. 1 _
` ,o.a ,os ,. , ; .., I ..-- Garage Finish -Floor 11.0 navd..
Garage Finish Floor 11.0 navd Paver Ro6d 1 1 g
10.0
Elevation 1.21 navd
FDEP SCOUT ZONE (ELEV 1.21' navd) BuildingHeight Analysis
c cedtual fling lay t g J
piling depth per
Estimated PILING DEPTH -15.00 navd structural plans __ _ „ Scale. 1 = ZO
- - - _ . _ - - _ st ._._ _ ._.-... _......... _ ... ... ..... ......_....... .. _ _ ._. _.. _.._ I. - . - - .........._. ....... ... _ ._ _. ._
refer to structural plans for details
2" X 6" TOP
Longitudinal Building Section A -,A 2" X 6" TOP 10'-0" O.G.
's'-D' 2" X 6" TOP EDGE
Scale: 1" = 20 2" X 6" TOP EDGE
WOC.F. OF C.C.A. OD TREATED WITH 0.60 LBS/ 2" X4" CENTER RAIL LEGEND
TREATED WTH 0.60 LBS/
fO C.F. OF C.C.A. 1 t3
PROPOSED ELEVATIONS (NAND 88 DATUM)
2" x 4" TOE RAIL n 2" x 4"--
2" X 4" CENTER RAIL 2" x 6" WOOD TREATED TOE RAIL
GENERAL NOTES
1.) A 4'-0" HIGH, TEMPORARY CONSTRUCTION FENCE SHALL BE PLACED
ENTIRELY ACROSS OCEANSIDE EDGE OF THE. CONSTRUCTION SITE AS
SHOWN IN PLAN. _
2.) THE CONSTRUCTION FENCE SHALL BE MAINTAINED THROUGHOUT THE
CONSTRUCTION PERIOD.
3.) AREAS OUTSIDE OF THE CONSTRUCTION FENCE SHALL REMAIN
UNDISTURBED (EXCEPT THE REMOVAL OF EXOTIC PEPPERS AND
AUSTRALIAN PINES).
4.) THE EXTERIOR LIGHTING SHALL BE IN ACCORDANCE WITH THE
APPROVED SEA TURTLE PROTECTION PLAN.
5.) ALL FILL BROUGHT TO THE SITE SHALL BE OF SIMILAR GRAIN SIZE
AND COLOR TO THAT WHICH NATURALLY EXISTS AT THE SITE,
6.) FILL SHALL BE BROUGHT IN IN LIFTS NOT EXCEEDING 2.0 FEET AND
SHALL BE COMPACTED BY MECHANICAL MEANS TO ACHIEVE 98% MAX.
DRY DENSITY.
7.) ALL CONSTRUCTION AND DESIGN SHALL BE IN COMPLIANCE WITH
F.D.E.P COASTAL PERMIT, ST LUCIE COUNTY CODES & ORDINANCES,
AND THE FBC 2010. -_
TREATED WITH 0.60 LBS/
DECKING
WITH 0.60 LBS/ C.F. OF C.C.A.
2" x 6" DECNNG
+
EXISTING ELEVATIONS (NAVD 88 DATUM)
C.F. OF C.C.A.
GAPS NO GRATER THAN 1/2"
- -
PER 2012 ACCESSIBILITY CODE 302.
DRAINAGE FLOW ARROW
2" x 10" WOOD
STRINGERS TREATED
5/8" STAIN_ESS STEEL
WITH 0.60 LBS/
5/8" STAINLESS STEEL
=
2" x 10" WOOD
RODS W/ WASHERS AND
FRANGIBLE, PERVIOUS BRICK PAVERS (OR FRANGIBLE
RODS W/ WASHERS AND
=
STRINGERS TREATED
NUTS COUNTERSUNK
CONCRETE, SAW CUT 0 5' O.C.)
NUTS COUNTERSUNK
WITH 0.60 LBS/
2" x 10" WOOD BENTS
C.F. OF C.C.A
2" x 10" WOOD
\/ \ \
/ / / / /
TREATED WITH 0.60 LBS/ C.F. z
BENTS TREATED
WITH 0.60 LBS/�
\y\\\\
PROPOSED FILL
OF C.C.A
2"x10" CROSS BRAr.Fs
C.F. OF C.C.A
z Z
0
04 DO
..
z
w
0 jv
0 0
z w
J
a ¢
PROPERTY OF THE
ENGINEER. WHETHER THE
PROJECT FOR WHICH THEY
DSK
ARE MADE IS EXECUTED OR
PIMP
NOT. COPY OR USE FOR
-
OTHER PROJECTS IS
DSK
PERMITTED ONLY BY
WITH
AS NOTED
WRITTEN CONTRACT
THE ENGINEER.
UNAUTHORIZED USE WILL
PURSUA
DATE
BY
DAT
09/17/2015
TO THESEC COPPYRGHT LAWS•
REVISION
TREATED WITH 0.60
LBS/C.F. OF C.C.A.
rNATURAL GROUND
6" DIAMETER WOOD PILES TREATED
IN ACCORDANCE WITH A.W.P.A.
V` STANDARD C-18. PILES TO EXTEND
ONSTRUCTION SHALL BE IN A MINIMUM 3 FT EMBEDMENT
ACCORDANCE WITH ALL PENETRATION DEPTH (TYP.).
PLICABLE STANDARDS OF TH ADDITIONAL EBEDMENT DEPTH MAY
LORIDA BUILDING CODE 2014 BE REQUIRED FOR BEARING
DEPENDING ON SOIL CONDITIONS.
DUNE WALKOVER - SECTI[ON
Scale: N.T.S.
KNIGHT, McGUIRE & ASSOCIATES, INC.
CONSULTING ENGINEERS AND PLANNERS
_Vlko c 80 ROYAL PALM POINTE, SUITE 401 VERO BEACH, FL 32960
PHONE: (772) 569-5505 FAX: (772) 569-1455 E-MAIL: Civil@KnightMeGuire.com
1 I F CERTIFICATE OF AUTHORIZATION NUMBER - 00006335
FDEP SCOUR ZONE
NATURAL GROUND
.'�AA�A�VV� \4�A �A/VAA�AA�\�AAVAA VAA/Q �A�VAA�A�\�VA�VAA�AA� �A �j� 77A/' 1�1� CONTOUR ELEVATION
z/\\/\\\\� \ \ \ \ \,\ \ \ \ \ \ \ \ \ 6" DIAMETER WOOD PILES TREATED roO-
� IN ACCORDANCE WITH A.W.P.A. DRAIN & PIPE
STANDARD C-18. PILES TO EXTEND A
GO MINIMUMS Fr EMBEDMENT �� SECTION LINE
W PENETRATION DEPTH (TYP.).
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH ALL APPLICABLE STANDARDS OF THE ADDITIONAL EBEDMENT DEPTH MAY CONSTRUCTION FENCING
BE
FLORIDA BUILDING CODE 2014 DEPENDING
FOR BEARING
O
DEPEENDING ON SOIL CONDITIONS.
DUNE WALKOVER - ELEVATION
Scale: N.T.S.
DATE: DATE: PROJECT NO.
QUEENS ISLAND - LOT 5 SITE PLAN r, p 17 2011 14-048
SINGLE FAMILY RESIDENCE SHEET
Building Sections JJJ����������777
ST. LUCIE COUNTY, FL. Wil Scott B. McGuire, P.E. David S. Knight, P.E.
Fl. Reg No. 39573 Fl, Reg No. 41060 1 Of 1