159 Ocean Blvd Pool LLJ
::D
w
gisw ei�
ZO
0) Lli 91NE
> 6 'MON 0 z
C)
< LUZ.] z z
LLJ CIS!
C,D x
6 (L33HIS 01VN003VII SV MOM A-IMM0.4 �--0 6 Ps R
< .-J -7 w
5 0.x
133�JiS iS�JIJ :z —
w
<
V� c>n
z
<
Lu /-t'\ x
C.D
!�
0
0 > 5:1
0 w z
z
CL
-J z zw 0-
0 (n w
C-LJ is m X;g
(OMnsV3H 00 U. X
qt -,ZL m loz,Z�—.69 S
46
7 cn w wo X—M
ZE UVId) -Vc z L m 2.V,-V,,.69 z 0
20 co Z
LLJ I.L. oz p < cr
3z X—X X—1 LL.
d lxo- w
Q cma ll-- X.A
o 1.- 5*9 U)
L mwj5
J-0
Z Zlll,
d 0 C4
W 00
I�&-C":
0 CL
<
C) At, pox Uno OR
_j
0
< < -j L;l Wk US 6 (A
14 z
—X F--D
co (n ca
P
D
04 m
Q < iF
3: W w ei
w
u <
U.1 EL. lb>:Eeo
0 -j
z L
m 0
z -j W f2 ca
Lo 0 <
L Wz 0
=1 0 3
X o6imz
LJ t,
a>-zP u
Lr)
C,
C-)
0
< -0!0
M V) �f = e, . ui 16-
C)
0 N F: a -,:t <z o RZ
0 C� U) W LEI W
C) ED 2 a:
P! US iz E: _j LU I w
oi r. '31 5' w,3a-Fo>.,,-R
U) U) Lo co(J
< Ig
z
C)
<
;< :3
P cn
WJ z
0
a) �-'': �4 , ", , I 1 0
4w,
Z 74.0' 0 0 2(1)iF gn F= >.
6'6Z CO Z
HoVOd
2 V z
uj >-
0 0-COPMADW w I
q G3N3AO3 w
5: z C4 ri 4 C-) x
V) (IV-ld) 96'-�Z L 3 ,Vg,-�Z.69 N
w U-) ((mjnSV3 612'jv t 3 ,G6,7,2.69 N
600
C5 0
z 00
U- w X A
0 z .3 -J, z 0
W U8 z
QL4 < 90 U-
Llz� CL w wpwa W<
0- 0) Lo
�P < < p < z
r) W 0 < Cl 0 p
b F= 1
PA 0
800 w (1) (r, Z-
g ai� Q
La
t7N z z 0! Z 0 A
0) cr- CS z
CY) 0 Z IC ol� T
z P Q CL
Sn ><rr If �Z- g
w
:2t. kA-L it 0 oe� 50
0
1,4, z
9ZS9 el. MdWYLS NOLLYOULLIPOI ON
3cild NOW .4/1, aNnOJ Z.
3dld NOW A/l, aNnoi (),VM .40 NOW .0*0*) !�j w C9
0
D a) C)
i]3�JiS GN003S 4 z Cq
1p 1p HWIE house
I? c"N"
HE ENINGS 159 SF -185 SF
Difth Widthtl.4,6wo M Jul
case X Pl. f
c...1.1-t W/C.I.I. S. th 5.w C.1
C... cld mt. Alt wn i
I'm SF 1,376 SF
OD"FIVA
0 0 0 00 0 0 u—k 1... -70_. _,F0 TZ 153 SF
00 0 am*
1*0 ou%am GMERAL NOTES wwgw%wH LKM;.
mwwu.1-4
x-D—ItY Mt� I &FIRE TECT RE
LOR 75,JOR07 "0=FM M M DO UM WK 1011=MW A 10314
6'U..,.k Mi.. 9ax C�.AASHTO T-140 AASH10 7-160 $NML Yo. un A U.-R—Asu")
m" AA IVA 15 WAIL K 000 FQt 0011 Ae lam luum OF x corum om wA
1,A UILE 'm orm A ww MV.coati
too OwNumawwwww Aft WSS AllEk
c 'it, S"
Temporary Type I Repair Co.p.�I.d B"kf I 25X )AM 5
O_.jk,AAS TO T-iB* IM =*tMM"vww..L
of V (sw cm f4V i�wRL" F o"
)I- �]
ju a Al UM if KMOU S191 3 MOO I A WK M TMr M 9
wAct w
01 .11011 W1,12 :1 A
C�* C.Id W. 12* 12'W.. owt "w raw TK bi*M OR 0%w umaw I
IT uAlk I" Ago GARAGE #RAQiE4
Permanent Repair ol up
Is
A"OFo ww cm x 4um 14110M
M no PM me x Wo so"
AM AREA AREA
C7,5TY OF
�7 2nd FLOOR I st FLOOR
—P.AAS �A ING JAC Amon
Sax c ONVILLE In M=Anw
It A= 011e y3i..1'-0'
Temporary Type'li Repair. AVIL, VDARD A:6,
M7-/W*
ENTERUNE OF ASPH Tr%
CENTERLINE OF ASHPALT
"I C
__W_.CERHl?LiRE_Qf_ASHEAl_l_0_ CENTERUNIE ASPHALT,-
BEACH AVENUE
(�V—1�OKI) EDGE OF ASPHALT
EDGE OF ASPHALT
EDE OF ASPHALT :KUS VIRCANIANA RU WA OF WAY—
(LK WA) Ax) 10TOUTIOW
49.97� (MEASURED) BEACH AVENUE O'CAUPER VA ER MI. KWDINO WD IS REUM
S 00'45'23" IN (,�0.0' RIGHT OF WAY) N + OC.BY OWHER FOU 4w;'�W45'23'
SET 1/2'REBAR , ' PLAT) FOUND 1/2-IRON PIPE S N'45'23" 50.00'(PLAT)
STAMPED'PSM 5502*�0-00' NO IDENTIFICATION
GUM wx
PAYERS John
70 S.F.
"011 AREA
ftw
LOT
BLOCK 31 1 Cww
TAY
LOT 5 3
*J.. &D��Qw
"A
BLO) \fil
'91 -I L irgl-lu
01 31
BLOCK 31
11 4' ij�
CRASS ilsp=
' IS. IV-
I. I, - t__f 2 n
FLO
T'ON
kELVATION
14
alp
Lu
2-STORY
GM REA �4u LAJ
ORICK Ld 11 4 7 4 JL M
PAVER5 0
u� C)
f _.J
LLJ 0.3'
< UJ Li
CL tg �N
"(3)'60 8,7'
to 14
0Q Ld
ONE SToRY
Lj LLJ FRAME
POSTED # 159
. . Q 14
C)
(�l Il) 0
C"i
IT cli Z
Do (EXSI-TING 'HOUSE
z TO BE REMOVED) CID 00 4 14 14. TO— st
FINISH Ln if-el
FLOOR 0 1 All HOGNI L."j—
ffAll 01 16U
ELVA rION L'j
15.6, 1 1 0.3'
34.5' f,�
7 4' L—__
10? COVER '3,1. 13 4 2:
S
_'.ww 0
WE TO
WALL H TOR
-2' AM
WAL HEW 2'-6' MIT
0
uwwm
WALL HE 1 10, 't 2.1 w foot K"
IGHT 11-10, AREA CAVORT aml=wx
I LIS, ON
Z.I', S. 00'00'00" E 1 .0 aim"*Aa HMIS vw wwwem
160.00' (PLAT) WNW
FOUND 1/2-IRON PIPE
No IDENTIFICATIO TyPrAL.S"PALM 10 W..Y(PLAY) S-12
(CAB PALM CAB PAI
0—FOUND 1/2-IRON PIPE 3076 SF mm"
(10.55 N 0 (UYE NPEROUS AM 12"CALIFfA sjUt.YVALA 1,-%'03"%MX �el
0 IDENTIFICATION S'CAUM W LOT M. _"' 0
(1)
4P LOT WVMGE- (INE W) RW 2n+15 AREA'A"M
Ay M/" 1100 S.f z 32%
N 00*00'00" E 50-00' (PL/T) imm 511MCK,3.000 KI W/ sm/ROW
wuw so FUll W.41 OF WAY
AVERAGE OF 100 POINTS 14.1' AVERAGE ELEVATION 1100 f RESTORATO
N 00*00'00" E (NOTE:(1)EXISTING TREE TO BE PRESERVED) am M mak wft
49.96' (MEASURED) WASHINTON PALM ON PROPERTY LINE
Room
EDGE Of A HAL
ALL FENCING WILL BE LOCATED ON i.LOT COVERAGE DIAGRAM NOTLI No CUTS TO ROAD FOR UTIUTIES ARE ANDOPAIED LEWD-DATUW
EDGE OF ASPHALT OCEAN BOJLEVARD GRADE PROPERTY AND HAVE A HEIGHT OF 4'EXCEPT 2,NEW TREES SEE ROAD WAR DUAL AM $16.0' A0h'M'"0ZTV` SITE PLAN
OCEAN BOULEVARD
(60,0' RIGHT OF WAY) EXISTING FOR THE GATE NEXT TO THE GARAGE WHICH __a!Oin%U_W4PR4T ot.WtZ Io75)
f, I'll AUL--
F-A SIT EPLAN/ ELEVATION WILL BE 6TALL 3.RETAINING WALL HEIGHTS in cow
CENTERUNE C 4 FENCE HEIGHTS NEW SITE PLAN
A 00d
/0 SURVEY CALCULATION a � - Inn mium
....... .......
T7---_4
A'
77� -
(2) Seconda�ry PLAmps
'777;
AN'51 1A 20061-Spq.cjfies� 1�hrea methods for detenminlng� th ei ri�ax'irh(rn systern flow note. The flowinq
OQfTdns
SIMPlifli
6n, of th'a m etho To/a:/ H' d
d. is 0- i A
i or each purnp
Inc.es
h Me
eox Q'
'h.
Q 14'1 .1 )4' le
'4z: -A 37
M 2,3.
n
Mple woi� �Qel il'
dd,
nodr
Sir, ied jotal n-,-
pLal D�narpic He
nirrium FI R ate R quirod:.-M oprri P r S Ix ji--rn e r
09 a n (Requi C*cimpleke Pmard r 'cdJ -M 'd
r.e&' 1. sklrnrn r: W 800 4 of::surf, qr�w cs;_rj in*require
u-,
i blanks .011 WG I :UI b n "Rl d M..1 h.
CO C 0 to
AL
x 1.4.
PP.
Mg-drnuin Flow C
2. Determine Prefefred TUrnovef Hme in bours
x 5.0 �'Mim- hp a f the new�or r6pjdeu'*nL T T V.MR., 'JALL.,
o p.unip,. J;
K_
*I I
3 QOt0r.nih6--,Kfqx lcleyw: Me; :1'.t'A-U-_'.'AM -,4
A
4, NA�'_-qpm- Qef,j et N/A
A,
PA,N
rJpw'Rats, (A
ql/s . I . . . . '' . 1 1. 11 . 1: t� 3 _.&O&:X,'W no&-:
00 ba COM`150�-�Use thie highiff. of No. I * ' . .'A -3 ,
or:1,1o' '4 in the f it 1 for!he 000i spo,
o Qwjno ca ruja ions P I
if a Yang U Jh
bl if 15 Us use
bjdgrr�in pumq
A. 01"z 57 _."T-t
_'A. .
46,
sideYWo 1:drains, Us.,,,lipprop-ri, 6'sjde: c gin
at dr'. j —TA-1,40-'..i.4e�
Branch-Pipiriq.T rich
o to ke,,p velocity 4 6 fps x
8.4-t.-k
For
sy�tern ROY _cte. f low as
ZI rho ot OPM.'Maxinnurn
%2
)rich to keep:velocity a 8. fps rnox� at �'M:U'01nd. _1 . ;.
I _(,!- :.,n �apt.C)Med:Maxim k SO-4--T.71m.�Jl:
NnIk.:p6i4to. �6� 1)M' MO'X` urn '-5ystem Flow Rfiz Insee,-.rnandfwti�e 1.urrr:
.0
flow
Return Pl
1pf�q to be: inch, to keep 'y (5. 1 C. 'Ps rflax, �t
4
r .6
M System r Rate. ee if, U4 a'—t' .07,
gp!n M.94rhk .'er.,of P.6��s'
be 7M
used
_Wi
r
)urrip in. fael�
nc-8 jram-Pqql:4 0 P
-6h _4-diff6h�V'48MVANSV_'A:1
rnostL.iia� V
36
Oss Cit;
11,7?
Frickn:.], (:n�su on 44) inch +
pipe.per I f"
(frorn pipe f1lowAl.riction loss chort',
t'. P01p-,:jR6r4':Hc"
%ir ,,-turn ple, n I Vz— Mich pi�e p
"'�M:pipii flow/frictiori 1055 Out) _qlp
M 0 Ch 6 n and
4.
r6qte D�Qn'.Q,
TDHI,'�46'�ei�! W
A_10"J
THE
5.
�.Pdl 1 '1 P"P') "ton ?4p'l
(u�'q6 u:R _T�
TDR in Piping:
Q'h
r e416 4VJA�
Filter ioss:in TDH irpor, to h et):
7
n:pjtbr.:jIj s e
Fyi 142 P:,:* r
...... As.
TDIH (ftcrn:heartet do,
W sheik)"
i0tal PP,hftier lo�s!
A
Neil, Mcir*: edd TD14):'
4
A5,
Using P.UMP ctj f, r
POMP s'efe`t�n. PP y-r A i�17 --T.-7
U.C>.
(��,ttem FI"W Rate Musil not cover flow %io
MaIn Dr& Coverf. 6q
W.tes!..Jvhhimum':S�t�!T �based:.o.n --niri.-flow Arnm�r :dT 35-
5:gpM,
Dke[Mlije.: 129 Number ofq&. Of Roqui'le N _h 2
Tion -cir:
a, ply.
F�Qh ck, 611�lthdt .
Os 2 WGqb �1
ullets 9 0*0 9ph-i max, flow (8ee r,'D�te RiChard M- TOMMell, RE.
RE. 61859
r 6urtion OU116t, Pm rna'. flow (gee note
9 1268 Rogers street
Cle6rwater FL 33756
I'Channel drain� 4, -4W8443
jPm 'Y/ 727
G.B. Oollins Engiheiadn pA.-
9
4_ 5C.Ole' None R1.v -�2:%1�15 00:
C1 -1 Y-
0
7T