FLD2003-09049 (2)
FLD2003-09049
1003 CARLTON ST
H MELESS EMERGENCY PROJ I C
PLANNER OF RECORD: MHR
ATLAS # 269A
ZONING: C
LAND USE: CG
RECEIVED: 09/25/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CLWCoverSheet
4'CONC V'\ALK
= TOPOGRAPHIC ELEVATIONS
'_'.'__.'u_'_'_'_'_'_'_'_'_'_'_'_'.'.'.'_'_'.'_'__.'.,_,___,_,_,.,_,_,_,_,_,_,___,_,_,___'_'_'_'~~--,.,.,--.,-,.,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,-,.--,-,---,-,.--'.'-,---,.,-,-,-,-
r--.----'-'.-.'.-- / 2'CONC CURB
! PLAT 6OUNDAR~ti] ^ry I()f>..
i r}" r}" CARLTON r}"
I T.B.M.
i BOX GUT ~ ST. (FIELD)/
~ IN B.O.C.
~ ELEV=21.S3' 1/'0,
i
i
t
IT,
i 7 1()0.
! ry " ry
/! iTELEPHONE LINES dl ~ 4'CONC AU<
G'-'-'-'-----'-'---'-lOOi.(~U'-'-'----.,-'-'-'-'-'-----,-,-,e-,-,-,-'-'-'.50'~'r-'-"p-'-'-'-,-,-,e,-,-,-'---'-'-,.,-,.'-'-'100~'(Rf-'-'-,-,L-,-,---'-'-'---------,.,-'-'-'-'---'-'-'-'-'~-'-'-'~;'-'~'-'-'-f-- ~7
5.e~D42'05"V'{. 100.04'(M) 5.e~rne'3e"V'{. 5O.05'(M) 5.e~D4e'42"V'{. 100,OO(M) '.>- '';'
NOTE:
THE PINELLAS CaJNTY PROPERTY APPRAISER'S MAP AND TAX
RECORDS SH~ THAT THE NORTH 10 FEET OF LOTS '1 THRU 16
IS PART OF C,ARLTON STREET. THIS IS NOT IN AGREEMENT V'1ITH
THE EXISTING OCCUPATION, PRIOR STAKING AND LAST DEEDS
OF RECORD IN THIS AREA, IN ADDITION, A REGUEST ~A5 MADE
TO THE CITY OF CLEA~ATERIS ENGINEERING DEPARTMENT ON
09/11/09, OF ~ICH NO RECORD OF RIGHT -OF-V'tAY TAKING
V'iA.5 PROVIDED.
TREE TO SE
REtvI OVED
0)
()'
ry
"'"'"'
4'CLF OFF 0.4'
A'=P P'v'MT.
00)
r}" 2'GONC CURB"
^
~
......'
ry
T.6.M.
PK NAIL
IN P.P.
ELEV=23.54'
\ I
I \ I
" ""', ~ : " ...
';.. \ 1// "" 1
- ~:::*~-<"
-7 1\...
/ I \ t- -.
~ , '
...."" J I \ \
,
~7
'.s,
o
TREE TO BE
F~EHOYED
~'\I
, '.J. V /;',..
.... \' /
- ~: *" .:- .( :.
-"7 J \ t" ~
, -1 ,.. \
.... I J "
""PEPPER
TREE
"PEPPER
EE
I() ry
......'
ry
I()O
.......
I()
TELEPHONE ffjl:()
POLE r}"
ffjr),
......'
ry
-J-
ry
~
I
__ __.___. _l_____ _______ ___,_____________
GUY
ANCHOR
~7
'a,
~7
'o.s- .
FND 1/2" IR
(L6 "se)
FND 1/2" IR
(# ILLEGIBLE)
O,25'S,
O,SS' Y^4,
TY^4IN 11",1e"
OAK METAL
SIGN
\ 'I
" '.J., i /J.'" e"
-":::*.:-<
-7 1\ 't"_
, "1 " \
,/ r I'
. 1"P PPER
",,,V,,< TRE
, *
/" ''Y "v
V) ""!\.::.. J.. ._... ...~.' '. Q' . ':
ryry' (J' To *:: '4" . .EP.f.'Ef<.; ~ ,:.... ;;l~'" ~~.j.9
EE" '. ~ '.00. ,..... r, ' . .- fY. D . ..".
o l': :' '0':< :r>',' . ".. .:~..."~:.
,'.~ '. -. \:',: ~ '." : I ~', :;':;',.
~ :,.:>;:.,.:f',;<".. .... .',....::;;.
-
~
D
0 () I:()
,y.' (Y'
() ry
(3 .
Z
2b"OAK
10'-0"
FND 1" IP
(NO #) SET 1/2" IR" ......
LS SOS5 (t) , (t) ,
0,24' S, 'Y ry
0_21' E, 4'CLF OFF 0,2' -<J-
/ J
O'-'-'-'-'---------'-'-'-'-'-5:l5CU44fOE!>n~:'-50~Oc:r(~_r50Tr~r---'-'-'-'-'-'-'-' -'-'-' I 0'
N I 7!J'
FND 5/e" IR Lri I
(NO #) SY^4 COR. i -
LOT 12, BLOCK:;
"'"'"'
LOT 12 L
'-'
SLOGK :3 8=
LOT 11
.
0-
~ SLOGK :3
1 ==,TORY RESIDENGE
1C!33.15 sa FT
'. .". ..'
" .'. !-,"'-.. 00
~. '. - .- "0 '. ... . '0 - "', ~ . - ~ ,; "0' .
. - 'ro~H' D. .
\.-. _ _.F '..:, . D ,',' _"'~. >',
, '
, "
.'- -
'-, ;-~ - .-. ,.
.0 . "
"
, "
4'CLF
o
3C)"0AK
..... .':
II)
(V
ry
0)
(}'
ry
<y
()
N
I:()
(Y'
ry
SO'eR) 7!J'o'
/
10'-0"
Ii
'-
()
U)
~
LOT 10
SLOGK :3
"'"'"'
L
~"CITRlJ5 "-
TREE -
~~
1S"PALM ~
~
· Y^400D
~L1GHT POLE
~
~
~
'?~, CO
15"PALM D
()
()
.
\S)
I()
(Y'
ry
/
?
METAL
SIGN
NOT!;;~
DATA FOR THIS SITE DRA.V'tING JI'V:6 T,AJ<.EN FROM
A SURVEY DATED XX/XX/XX GARRIED OUT SY
xxx xxxxxxx xxxxxxxxxxxxxxx
xxx xxxxxxxxxxxxxxxxxxxxxxx
FND 1/2" IR
(LB "se)
I:()
()'
ry
6-
{Y'
I
- ----.------- ---------------_. ---.--- ~---
I
. I 0'
""": I 7!J '
U)!
I ~
FND 1" IP
(NO #)
O,S2' S,
0.1S' Y^4,
LOTS
SLOGK :3
S.8~044108"V'i. SO.OO'(M)
ADJ.ACENT CHURCH BUILDING
LOT 6
SLOGK :3
SITE PLAN
Se,ale: 111 = 101-011
LOT 1
SLOGK :3
SITE PLAN
~db~
JA Y F. MYERS
4959
-
# AA -0003461 .1
T ml
8
0
-< <r: u
a
~ g 0
et:: u
......
-< 0 a)
::;
< ......:l :><
w... ......
@J
~ :1 ..s:::
8
0 ro
rJl
~ Z I-<
a)
- ;>-.
~ ~ a
V1
~ ~
; ('f')
[.lJ
t: 00
::J ('f')
V1 .......
0 I"-
~ I
-< tr)
~ 0 0\
If)
-< et:: I
8 E-< l"-
N
V1 I"-
et:: :><
::J
00 ::c <r:
00 w...
-< ~
-<
~ 0 0
0
.......
0 I"-
~ l"- I
....... tr)
0\ 0\
If)
I
l"-
N
I"-
\-
\)
ill
J
()
Ii
[L
>-
\)
Z
ill
\!)
Ii
ill
~
(to)
~o)
~~
~ill
~L
~()
I
<(
D
(t
()
..J
LL
(t-
~
~
US
..J
\)
A-1
OF A-?
9
(c)
B
FLOOR LINE
o
'---,- GRADE
"-
''-- GRADE
SHINGLE ROOF
GElLING LINE
(c)
I
~
B
FLOOR LINE
V'EST ELEVATION
Scale: 1/4" = 1'-0"
- SHINGLE ROOF
B
EAST ELEVATION
Scale: 1/4" = 1'-0"
GElLING L1N E
B
(c)
-'
~
12
14
PAINTED STUc.co
PAINTED STUc.co
9
(c)
~
01/04/03
JA Y F. tvlYERS
4959
-
# AA -OOCB46 1
I r
12
14
a
0
<t: u
-< E
~ 8 0
u
~ ......
-< 0 v
8
< ...J :x:
~ .-
@)
::f ~
~ 2
0 C\l
~
~ Z v
- ;>-.
~ ~ a
C/').
~ co
; ~
u.:l
C: 00
::;:l ~
C/'). ........
Q r---
~ ,
<t: \.(')
~ 0 0\
tr;
-< ~ ,
r---
8 t-< N
C/'). r---
~ X
::J
r.fJ g <t:
~ ~
<t:
0 0
~ 0
........
0 r---
; r--- ,
........ \.(')
0\ 0\
\.(')
I
r---
N
r--
DDDDDDD
SOUTH ELEVATION
Sc.ale: 1/4" = 1'-0"
~
l-
\)
ill
a
Ii
lL rs
}- ~
\) --l
LL
m It
\!) i
ffi ~
2i cl
It\f)
2\f)
~~
~lU
~2
~()
I
12
- ------14
o
DDDD
DDDD
DDDD
DODD
NORTH ELEVATION
Sc.ale: 1/4" = 1'-0"
A-3
ELEVATIONS
OF A-?
o
~
n
a
('
'X
-
:2
<(
o
'<;j'
to
r<)
r<)
o
o
('.J
"-..
CD
"-..
01
o
Q)
Q)
,
f-
a
n
a
I,
>,
,
o
D
C
")
a
m
-
(J)
;;;
o
I
CD
o
r<)
o
<
,
o
o
,
-)
a
m
/'
CD
o
r<)
o
Lf)
CD
'<;j'
/'
<(
Ul
U
o
/'
U)
eLD.
(C)
c.e.
CH.
C.LF.
C.M.P.
C.R.
(D)
D.O.T,
E..P.
f.5MT.
(F)
F.F.
FND.
F.C.I.P.
F.C.I.R.
F.C.M.
F.I.P.
F.I.R.
F.P.(.N.D.
1.0.
I.E..
Le.
(M)
M.f..S.
eUILDINCi
CALCULATE.D
CHORD efARINCi
CHORD
CHAIN UN( FE.NCE.
CORRUCjATE.D ME.TAL PIPE.
COUNTY ROAD
DE.E.D
DE.PARTMENT OF TRANSPORTATION
E.OCiE. OF PAVeME.NT
EASeMENT
FIE.LD
FINISHE.D FLOOR
FOUND
FOUND CAPPE.D IRON PIPE.
FOUND CAPPE.D IRON ROD
FOUND CONCRE.TE. MONUME.NT
FOUND IRON PIPE.
FOUND IRON ROD
FOUND P.(, NAIL & DIS(
IDf.NTIFICA TION
INVE.RT E.LE.VATION
UCENSE.D eUSINf.5S
MEASURE.O
MITE.RE.O END SE.CTION
.,:""'" CYPRf.5S TRE.E. @ ON:. TRE.E.
VI
* DEAD TRE.E. ~ PALM TRE.E.
0 MAPLE. TRE.E. ,"'"I,.. PINE. TRE.E.
~ 0 ~
"Ill"
N.C.F.
OHW
O.R.
(P)
p.e.
PC
PCi.
PI
p.o.e.
P.O.C.
P.('
P.LS.
P.S.M.
PT
(R)
R/W
R.C.P,
R.LS.
S,C.I.R.
S.R.
T,e.M.
T,O.e.
T,O.E..
U.S,
WV
WM
SECTION 10, TOWNSHIP 29 SOUTH, RANGE 19 EAST
PINELLAS COUNTY, FLORIDA
~
6J \LJ
~
,0' 0 0
1 0::
ILl
~
~
CR 578 z
CiUARO,€4/L
I ./3' MOe
2.5' HlCiH
SANITARY /1ANHOLe
RII1 eLev. = 8.62'
INv. lNACCe551BLe 1
6J ' S4N
1-
x-
LEGEND
NO CORNE.R FOUND
OVE.RHEAD WIRE.
OFFICIAL RE.CORDS
PLAT
PLAT eOO(
POINT OF CURVATURE.
PACiE.
POINT OF INTE.RSE.CTION
POINT OF eE.CjINNINCi
POINT OF COMME.NCeMENT
PAR(E.R (ALON
PROFf.5SIONAL UCE.NSE.O SURVE.YOR
PROFf.5SIONAL SURVE.YOR & MAPPE.R
POINT OF TANCiE.NT
RE.CORDE.O
RlCiHT OF WAY
RE.lNFORCE.D CONCRE.TE. PIPE.
RE.CjISTE.RE.O LAND SURVE.YOR
SE.T 5/eJ' CAPPE.D IRON ROD
STATE. ROAD
TE.MPORARY eENCHMAR(
TOP OF 8AN(
TOE. OF SLOPE.
UNITE.D STATf.5
WATE.R VALVE.
WATE.R ME.TE.R
* CAMPHOR TRE.E.
fit UN(NOWN TRE.E.
o CITRUS TRE.E.
NOTE.: NOT ALL SYMeOLS OR AeeRE.VIATIONS MAY eE. USE.D
ro~
9,
)(
I
~6
9,
5TOR/1 ;lfANHOLe
RII1 eLev. = 9. 0.3'
INV. N = -0. .32'
INV. 5 = 2. /0'
\
~~
0,
6~
0,
1~~
ory
0,
I ry~
0,
(3
00
0,
0,
0,
0,
CURB
5TOR, I1ANHOLe
RII1 e. ev. = 8. 11 '
INV. = 2.52'
INV. 5 = /. /6'
INV. e = 2.96' 1
INV. = .3.09'
0'\ry ~
~ ~ ~ >i0'~;
~~~ ~,
~ ~ i CONCReTe
~ ~ ~ 510eWALK
~ll
~~~
~~~
~~~
~
0\
r
~
0,6
0,
I ~~
(I
I J1
,0'
!. eASE.UNE.
It. CE.NTE.RUNE.
D. DE.LTA
III E.LE.CTRIC ME.TE.R eox
o FND, MONUMf.NT (AS NOTE.D)
o F.C.M, (AS NOTE.D)
-6- FIRE. HYDRANT
lEI CiRATE. INLE.T
~ CiUY ANCHOR
6. HANDICAPPE.D
:0: UCiHT POLE.
@ MANHOLE. (AS NOTE.D)
C9Jl M.E..S,
. S,C.I,R. Le. 116711
<E> SE.T P.(, NAIL & DIS( Le, 11671 I
-c- 0 SICiN (AS NOTE.D)
Q'
xfJ SPOT E.LE.VATION
~ PROP~ UNE.
o POWE.R POLE.
@ Wf.LL
IHl WATE.R ME.TE.R
H WATE.R VALVE.
[::::::():::::: W A TE.R ASS eMeL Y
- x - x - FENCE. (AS NOTE.D)
- I'M - FORCE. MAIN
-1-/-/- UMITE.D ACCf.5S
- ST - STORM
- W - W - WATE.RUNE.
- OHW - OVE.RHEAD WIRE.
\~~
\,3\ .
~o '.
\,3\ \
~ ~ '
~~ \
U\~\ ~ \.
:"0\ ~ \
:.. - ~ '\
-.Q ~
- ~ ~ ,-
~~'> \
~ -\ '
~ ~ \
_'3.
~ xl.l \
-
~\
'oi
, .
;=zu, jA"--A"__A"
~To. ~ --A"---.q; C17.-<V;y UM
5TORI111ANHOLe ~A"~~NCe
, STo. ~ RII1 eLev. = 8.20' --A"__-y
'" INV. INAcce551BLe --A"__A"_
STORM MANHOLE
, '.' 51CiN RIM ELEv. = 8.2J'
", ~i ~-o-~ INV. S = -0.4;{ I!Jt!!JtI.JI'()?' e -.!!2.tJtJ (/'f) _
" ,', W ~ - - - N eetl.12'1 r jy' 112.00' (p.
· :' " rOUNO C/R
LB# 67//
llJI'I '1
PK IN PP
I eLev = //,56'
rOUNO C/R
LB# 67//
- -Q- 15..11'
\ (1'1)
\
8(//Lf)/Nr;
4....
~
:J. WM
"4,'
a." 4'
a. U 0 ','
U' '"
.~,.. '
,/(J
'.
.....
ry,O
x
~)
x
PARt: (P)
~(I)~
- 10
(I) G: ex)
web
11.I z ~
L.... Z p;:)
r- C co
C ... '-"
_lLm
It)
U I ~
(1)<
o G:~
w~
(l)1L
(I) IL ~
c~
C2~
0::
I .
> (l)i
Ia.I G: ~
Oz
> )-~
w~
o::>~
::) G: ~
::)~
(I) (I) :g
z
o
in
~
Ql
o
z
MCATION 6AP
NOT TO SCALE
~
CI)
U
~
~
::>
"
~..
~'rI
APPROXll1ATe
eOCie Or LAKe
ro,
ry,0
llJI'I,2 x
fl)(/NO P~ tlOI5~
L1J# 67//
~v - 6.6.1'
CiRATe INleT
\0 TOP eLev. - 6.26'
O. INV. W 2. 99'
x 6.0 .
~
I()
...
\
\
~ \
o ~, '0
~,\ 5MjLe _~f~aR-~~,ry x'o'
*?ft--- L8# 67/ I,,, ~_~
20" 12'i \
/ /3" (~)
ry.\\,~ N 8f!)..JI'()r'
N ee-.12'1 r jy'
~
162.11 (H)
162' (p)
\}
00
ry'
".J
x
\~
0,
21. 6'
~
'4
~
~
~
rtft
0, ~
~
~~
',' '..'
. '
'. '
, 4
'~?~
'10
~' 0, ,
0, ~
0~
~1
0,
0,
" .
0'vP ~
0, o,.~
o,,~
ry~
l'
ry
WALL 0. /' N
1'\ ~1
CiRATe INleT \0'
TOP eLev. = 8.07'
INV. N = 1.55'
0.0
151.01' (If) \0,\0
0'\ D D n ry~ \
(2) AC UNlT5 6,1' t3" CONCReTe 0' BLOCK WALL
O'~ 0'\0, N _-.1I'1J2" ~,\ 151.tKr (P<O'\~
\ N eetl.12'lr jy' 151.00' (P)
,Of
'~
~! I~
~I ~
,~~10'1~
S;:i 0, ,0
I~x
00
x \ '
0,,0
x
\
\0'
x
~
\0'
x
ri. UNO
5. 't3" IR
I
I
I
I
\
i
----
152.00' (P&I'I) _ _ _ _ _
5 ggO.JI'02N i7 -(BASIS OF BeARINtiS)
./4
~
\0'
x
\
\
x ~,o,\ \.~
\
\
\
x~\'~
\
\
\
\
\
~ WALL 0.2' r \.~
6' 'IO'i ~,~:";:
~---~\
rOUNO \J ,
5//3" C/R \0' \
I 5el11NOLe eM/. '\
LB# 2577
I \
0'\
~I x
~
~I
~
~I
~I
~
~I
I
I
-'*OUNO
uJ
~
>U
: ~ <
w a:Z
a: ::::) ~
we (f)~
...J (f) W ~
~lLw~
Z-Zl-\O
a:a:c(~>-
Wi!=...JOO
m->-O
c( -. J:
I-N~Q.~
~w~~~
> (f) 1ft uJ
C c( . ~
OJ:ZO~
mQ.?-Q.
>(f)NO ..
a:1-?-1-~
W Q. .. 0
>c( ~lL
Wco c(
Q. C 0
W Z uJ
J: ::::) ~
0<
m~
~
(L
x ~,o, (~> 1/:;'~'}2 r
"Ill"
~~
~ bl~ (~'}/r
~ ~ ~ "~II'"~
Q;:~ ~
ry'\ ~., f\:
x ~~
~~I;
~~ ~
"'~/~
(2)22"
ry,O
LEGAL DESCRIPTION:
PINe BROO~ 5t/8 OMS/ON UNIT Na 2. BLOC~ e. LOT Iff A5 PCR I14P OR PLAT
lJICReOr ReCORoeo IN PLAT 8CKJ~ 2.J, PACie 7/ Or lJIe PUBUC ReCOR05 Or
PINeLiA5 COUNTY, rzOR/LU. (/21/ 8ellY lANe)
NLAt: eN
(~\ //3"
"II'"
APPROXll1ATe
eOCie Or LAKe
SURVEYOR'S NOTES:
(.:J'
~
0
-
I
(t)
0
-
ct)
0
~
Co!
<
0
z
(t) ::>
0
ct) 0 d)
- ~
0 ct)
~ ........ 0 0
-::.,L IC\ IC\ -
u..l u - - ct)
u ~ ........ (t) 0
0- ..,.. IC\
-
(t)
..,..
:>: ~ ~
d) It)
:>: d) u
CJ
d) Q L ".,,-
\LJ :J Ji
z -::.,L z
~ ~ Ii.j ~
~ d)
I 0
Q U Q ...., li:
/. Bl!AR/Nt;5 SHOW'N h'CReON ARe A5SUl1eO I1CR/O/AN HOLDINt; lJIe
50t/lJl BOUNOARY UNe Or LOT /-1 PINe 8ROO~ SU8 OMS/ON UNIT
Na 2 BLOC~ eAT S 1!J8",J/'02" JY.
2. UNOCRt;ROUNO II1PROVOfeNT5, ununes ANO eNCRa4Ch'I1eNT.5. Ir ANY,
/lAve NOT 8eeN LOCAl?o.
.3. R6"ROOUCnONS Or lJI/S 5URvey ARe NOT VAUO UNLL5S C/1B05SeO
JYI1JI lJIe UNOeRS/CiNCO 5URveYOR'S 5eAL
I. fleLD W'OR~ COI1PLCl?O 56"1?11BCR ~ 200.3.
5. LCr;AL oeSCRJpnON SHOW'N HCReON W'A5 PROllfoeo 8Y lJIe CueNT.
6. lJIe 5U8./eCT PROPCRTY flAS NOT 8eeN A85a?ACl?O fiJR e4sel1CN15.
R/c;h'~ Or W'AY OR OlJlCR 114!7l:R5 Or PU8UC ReCORO /N lJIe
PRePARAnON Or lJI/S SURveY.
7. eLLVAnONS 5h'0W'N h'CReON R6"Re5eNT NCiVO '29 LUTV/'f. RereReNCe
8eNCHIfAR~: CITY Or CLLARIYAl?R BeNCh'IfAR~ H-()8.' P~ 015~ IN
S/oeW'AU SOt/lJle45T CORNeR ~/Nt;5 fIIc;h'Jt/AY ANO rA/RI10NT 5~eeT,
eLLv, = /8.1.37:
IJ. aA5eO ON AN IN5pecnON Or FeIfA r.lR./'f. COI1I1UNITY-PANeL Na
/2/0.JCtJ/06t;. Bl!AR/M; A Rellfseo LUl? Or 56"l?118eR.J, 2oo.J, lJIe
SU8./eCT PARceL APP64RS TO ue IN rzooo ZONe Ae.
5//3" C/R
Na /0
CERTIFIED TO:
eveRYlJOOY'S TABCRN4CLL
SURVEYOR'S CERTIFICATE:
/ h'CRC1JY ceRnrY lHAT lJIe INrORl14nON 5HOW'N h'CReON 15 A ~ue RePRe5eNTAnON Or A
BOUNOARY, TOPtx;RAPfIIC '* ~ee SURvey, peRfiJRl'feO UNOCR I1Y OIReCT SUPCRllfs/ON ANO
l1ee~ 1JIe IN7?NT Or lJIe I1/NlI1UI1 l?Ch'NlC4L 5TANOAR05 A5 5eT fiJRlJIlN CHAPl?R
6Hi/7-6, fZO&Ptf AOI1lNlSlK!AlM COOe. PUR5UANT TO 5ecnON /72.027 rzOR/OA 5TATVl?5.
CiU~ 5U~~~ A. 1E5, INC. L8. 67//
,'r~><,'; /'
SHE.E.T NO.
(,,) ,/[
/ "
1
':;>
LUa
l8/ff
OF 1
~
'3
a.
u
o
l{)
o
~
a..
:I:
ro
a.
E
ro
?-
m
c
.c
o
'~
~
a..
(")
(")
f8
N
(")
o
o
N
~
W
l-
i/)
Cl
3
"0
(")
9
~
a,
en
c
ro
Ci
c
,Q
t5
2
(jj
c
8
>.
t::
~
e
a.
c
o
t::
~
ro
iii
'9
o
o
<(
u
E
~
o
N
"-
N
~
N
~
a..
1. COt.PACT I ON FOR PIPE BACKF I LL SHALL CaFL Y WITH AASHTO T -99 (1 OOX) .
2. ALL RIGHT-Qf~AY INSTALLATIONS SHALL COMPLY WITH THE STATE OF FLORIDA
UTILITIES ACCOUMOOATIONS GUIDE.
3. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH CITY OF CLEARWATER
DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
4. SIGNS AND BARRICADES SHALL BE PER THE FOOT MANUAL OF SAFE PRACTICES:
REFERENCE FOOT INDEXES 800 THRU 850 AND 17349 PER ROADWAY AND TRAFFIC
DESIGN STANDARDS LATEST EDITION.
5. A -MAINTENANCE OF TRAFFIC PLAN- SHALL BE SUBMITTED PRIOR TO THE
COMMENCEMENT OF RIGHT OF WAY CONSTRUCTION WHENEVER ONE OR MORE OF THE
FOLLOWING CONDITIONS APPLY:
A- A STREET IS CLOSED TO THRU TRAFFIC FOR PERIODS EXCEEDING
FIFTEEN MINUTES.
B- ONE PHYSICAL LANE SUPPORTS ~AY TRAFFIC MOVEMENT.
C- TRAFFIC LANE{S) NORMALLY DESIGNED TO HANDLE MOVEMENT IN
ONE DIRECTION ARE BEING RECHANNELED TO ACCOMMODATE AN OPPOSING MOVEMENT.
8. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN ONE (1) DAYS AFTER REMOVAL
AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHEN
EXISTING SIDEWALK IS REMOVED , IT IS TO BE REMOVED TO THE NEAREST
EXPANSION JOINT.
7. PLACE EXPANSION JOINTS WHERE 4. AND 8. SIDEWALKS ABUT.
8. SA~UT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB.
9. ALL DISTURBED AREAS WITUIN THE RIGHT OF WAYS SHALL BE caAPACTED TO 100X
MAXIMUM DENSITY, RESTORED TO ORIGINAL CONDITIONS, REGRADED AND SODDED.
M'CA.l D8SCHIP770N :
.
LOT 11, BLOCK 3, C.E. JACKSON SUBDMSION, ACCORDING TO THE MAP OR PLAT THEREOF ItS
RECORDED IN PLAT BOOK 2, PAGE 96, PUBUC RECORDS OF HIUS80ROUGH COUNlY, FLORIDA.
OF WHICH PINELLAS COUNlY WItS FORMERLY A PART
1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM
STANDARDS SET FORTH IN THE CITY OF CLEARWATER ZONING CODE
AND/OR RELATED ORDINANCES.
2. ALL CONSTRUCTION SHALL CONFORM TO THE METHODS, STANDARDS AND
SPECIFICATIONS OF THE CllY OF CITY OF CLEARWATER AND ALL
APPUCABLE AGENCIES.
3. CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR WORK ON SITE AND
IN THE RIGHT -OF -WAYS PRIOR TO BEGINNING CONSTRUCTION.
4. CONTRACTOR TO NOTIFY ALL UTILITIES FORlY-EIGHT (48) HOURS
PRIOR TO DEMOLITION AND/OR EXCAVATION, INCLUDIN'G tHE LOCAL GAS
COMPANY IN ACCORDANCE WITH F.S. 553.851. CALL "SUNSHINE STATE
ONE CALL SYSTEM- 1-800-432-4770 SO THAT UNDERGROUND UTILITIES
MAY BE FIELD LOCATED.
5. ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY AND
COORDINATE WITH THE CITY, FLORIDA POWER &: UGHT, VERIZON, COMCAST CABLE,
PEOPLES GAS, ETC. FOR THE REMOVAL OR RELOCATION OF THESE FACIUTIES.
6. ALL SOIL EXCAVATION, BACKFILL AND USAGE TO BE DONE UNDER THE
RECOMMENDATIONS OF A CERTIFIED SOIL TESTING LABORATORY.
7. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR UTILITY AND
IRRIGATION CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT
CONSTRUCTION.
8. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETING OR SHORING
NECESSARY TO CONSTRUCT AND PROTECT ANY EXCAVATION AGAINST
COLLAPSING. TRENCHES SHALL BE KEPT DRY WHILE PIPE IS BEING
lAID. DEWATERING SHALL BE PROVIDED WHERE NECESSARY. PIPE
WILL BE ON DRY, UNDISTURBED SOIL WET UNSUITABLE MATERIAL
WILL BE REPLACED WITH COMPACTED SELECT BACKFILL MATERIAL. THE
CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE TRENCH
SAFETY ACT CHAPTER 90-96 (DS/SB 2626) OF THE FLORIDA STATUTES
FOR ALL EXCAVATION TO A DEPTH IN EXCESS OF FIVE (S) FEET.
9. CONTRACTOR TO MAKE FIELD ADJUSTMENT, ItS NECESSARY, WITH THE
APPROVAL OF THE OWNER, ENGINEER AND MUNICIPAUlY WHEN REQUIRED.
10. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM
OF 1929; REFERENCE BENCHMARK, CITY OF CLEARWATER BENCHMARK H:08.
MAINTENANCE OF TRAFFIC:
1. IMPLEMENTATION OF ALL TRArrtC CONTROL PROCEDURES SHALL BE IN
ACCORDANCE WITH F.D.O.T. RONJWAY AND TRAFflC DESIGN STANDARDS (JAN. 1994
OR LATEST EDmON). SPECIFIC STANDARDS ARE OUTUNED IN INDEX 600, 623,
AND 660. PROCEDURES SHALL ALSO BE IN COMPLIANCE WITH THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD 1988 OR LATEST EDmON). THE
F.D.O.T. STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES (1991 OR LATEST
EDmON) AND APPUCABLE F.D.O.T. SUPPLEMENTAL SPECIFICATIONS.
2. THE APPUCANT MUST NOTIFY THE LOCAL ROADWAY MAINTENANCE OffiCE 48
HOURS IN ADVANCE PRIOR TO STARTING ANY WORK.
-.
-
..
...
...... UI III -...
-----
11. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION,
ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE
PROTECTED BY SEDIMENT TRAPS SUCH ItS SECURED HAY BALES, SOD, STONE,
ETC., WHICH SHALL BE MAINTAINED AND MODIFIED ItS REQUIRED BY THE
CONSTRUCTION PROCESS.
12. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAP,
PERIMETER BERMS, FILTER FENCES, BERMS SEDIMENT BARRIERS,
VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP
SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO
ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE
INSTALLED, CONSTRUCTED OR IN THE CASE OF VEGETATIVE BUFFERS,
PROTECTED FROM DISTURBANCE, ItS A FIRST STEP IN THE LAND
ALTERATION PROCESS.
13. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL
BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL. AND WILL
BE CLEANED OUT AND/OR REPAIRED ItS REQUIRED.
14. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING
CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF
SEDIMENT MATERIAL TO WETlANDS AND CHANNEL AREAS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS
THAT MAY BE REQUIRED.
15. CONTRACTOR TO VERIFY ALL PLAN DIMENSIONS AND SITE CONDITIONS.
NOTIFY ARCHITECT/ENGINEER TO At<< DISCREPANCIES BETWEEN
SITE CONDmONS AND INFORMATION SHOWN ON DRAWINGS PRIOR TO
COMMENCING WORK.
18. ALL CONCRETE TO HAVE A MINIMUM STRENGTH OF 3000 PSI WITHIN
28 DAYS AND TESTED PER CllY OF CLEARWATER REGULATIONS.
17. SLOPES NOT TO EXCEED 4:1 RATIO WITHOUT NOTlACATION AND
APPROVAL OF OWNER AND ENGINEER.
18. THIS PARCEL LOCATED IN FLOOD ZONE "X. ItS PER THE FLOOD INSURANCE
RATE MAP FOR PINELLAS COUNlY, FLORIDA. COMMUNITY PANEL NUMBER
NUMBER 125096-0008 0, DATED 8/19/91. ZONE X IS AT FLOOD ELEVATION N/A
GENERAL NOTES:
1) ALL CONSTRUCTION ON SITE &: WITHIN THE RIGHT-OF-WAY AND EASEMENTS
SHALL CONFORM TO THE METHODS, STANDARDS AND SPECIFICATIONS OF
CITY OF CLEARWATER AND ALL APPUCABLE AGENCIES.
2) CONTRACTOR TO CLEAR, GRUB AND REMOVE ALL DEBRIS ON SITE AND
ALL AREAS OF THE RIGHT-OF-WAY ItS NECESSARY TO COMPLETE WORK.
3) ALL CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET
FORTH IN THE CITY OF CLEARWATER ZONING REGULATIONS.
4) DISPOSE OF ALL UNSUITABLE MATERIALS OFF-SITE. EQUIPMENT TO BE
DISPOSED OF OR MOVED IN ACCORDANCE WITH INSTRUCTIONS OF
COMPANY REPRESENTATIVE.
5) ALL MATERIAL EXCAVATED THAT IS SUITABLE FOR FILL UNDER PAVING.
OR LANDSCAPING AREA. IS TO BE SPREAD AND COMPACTED IN
LOCATIONS DESIGNATED BY THE ARCHITECT/ENGINEER.
5) SOUD WItSTE WILL BE DISPOSED OF VIA BLACK BARREL WITCH WILL BE
STORED IN THE GARAGE.
TREE LEGEND
. PALM TREE
o OAK TREE
~ CITRUS TREE
~ PEPPER TREE
o NON-INDIGENOUS
EXISTING ZONING
EXISTING LAND USE
PROPOSED LAND USE
FLOOD ZONE
EASEMENTS
BUILDING SETBACKS:
REQUIRED:
FRONT
REAR
EAST SIDE
WEST SIDE
PROPOSED:
FRONT
REAR
SIDES
GROSS SITE AREA
~
CD
MAXIMUM FAR.
FAR. PROPOSED
MAXIMUM I.S.R.
I.S.R. PROPOSED
LOT COVERAGE:
LANDSCAPE/ OPENSPACE
BUILDINGS
ASPHALT/CONC.
TOTAL AREA
~"L-
o
I...: :' i
TOTAL NUMBER OF OCCUPANTS:
PARKING PROVIDED:
TOTAL REQUIRED SPACES -
TOTAL PROPOSED SPACES =
F.&
.
N
10 5 0' 5 10
~ ~I
SCALE: 1. = 10'
SITE DATA
COMMERCIAL GENERAL.
VACAHT
RESIDENTIAL SHELTER
AE (ELEVATION 11)
PANEL 125096-0008 0
NONE PER SURVEY
25'
5'
5'
5'
20
I
5' FROM BACK OF WALK TO PARKING AREA
20'
10.
7,499 S.F. (0.1722 ACRES)
0.50
0.32
0.75
0.46
-
4,078 / 7,499
2,406 / 7,499
1,015 / 7,499
7,499
-
4
54.38X
32.08X
13.S4X
100.00X
1 PER EVERY 2 RESIDENTS
2 EXTERNAL AND 1 GARAGE SPACE
..~..
.'.' .....
.'-3'-' ·
.,_. '_I.
a~r.)~..
.~_....
..........
r . - . ~ . - . - . - . - . -. ~. .
I // . ...... 2 'CONe CURB
I PLA r B(iUNDARY /\~, /\(\, (,ci, ~) .()
\. ,; '0 In
Y'" ''''/ "'/ A<F'J ('J\l11T " / :,) /
n,' 11/ (I, ".' ,/\/,. "'/ r'" /
I ") M ... I, / '\.- '6 /
Bt/Y 'TOr-- ._.__'u__./_ -.. ..- -- - ,-_. '''- ..-- .-, - -- -- /..- -- "-T"?i-Tr~'~~S.~!~~' SJ:..~Y!_!~~f/_ - ._" -, - ..,~. -- -- '_n .--
,Ci, tv, ,
/ N R (, -...-------.., 01/ \' A IL
~ '---. 'v. \ I r\ jl/1'_
t / L:V--I t:j:7' ' I'" ;-' ~
- L,.. .--~." ,_ ~) /~" '\", / ,; ._'. f-'.
...../v~/ .
(\. "'~.) I~~O!V( ('/ /{-;"'["..{
v '-. __ \./ \.j f \ J..............
"'-
(~'-:)/
V /
1 ' " '" ')FC / ~, /
~ ,',' I , , (1 '/ ...-, ...-..... ,,-
'-/ _.' L'. J.,L.
----
A'" ,-, "1M r "') ... q' '! J 'I 50 '('R \, ,
T Ud n, .,i(,,(I (IVI/, ,j 'c\j I r-'~,O -r. C ~_,I -t,O
, i t-... ,,/ 'I ,J' , ' I r') -" -
lr) ..__" t~ ~_/ LC'\ 1-- - -,-"
..____ _" .,_ ..... ,,______._ _~__'__'____ __ J~~~=-_,___, __,,"____'m______.,___ ~~~~____ ___._____ _. ___,_ __~L,~/~~__
I
I
I
I
I....
, Ct."
1:---. '
Ii"
I")
i
!
\
) \
)
7 Lie', OC;< '(.1))
SET 1/2" If?
is 30],:)
FND 5/8" IR
('NO #1
, /
0.90' S.
0, j7' it'/.
SIGHT TRIANGLE
1\,
/v/
1'1
I
4 '(II OFF 0.4' ----
ZONED MDR
26"OAK
30 "OAK
ND 1" IP
'/I/o f)
).;?4 I ~~~.
SET
7/2" IR
HOMELESS EMERGENCY PROJECT
RESIDENTIAL SHELTER III
1 003 CARLTON STREET
l~_ ,(_~ ,5CJ,),5
), 2 l' /:,
Wade-Trim
...............
4 'CONe WAU(
ELFV=<?v), 54' TELEPffONL 'Sb
POLr 1'0, '/
. - ('~, 4" !tVM
,
..\~~I/
T
7
, ..
14.10 '
f~\If} "/'nH Ie
) Iv.... /.::: n
(LB 938)
FIVD //2" IF)
(# iLL EGIBL.()
O.~2,5' ,So
() ,)'3' (;1/
.
-
It)
i
,'~~~:,
. . .. .
OAK
10 ''pAL
"(i1
!1
i1
~LI
-I
~l
I ~ WOOD
i 1 ;Ijr--UGHT POLE
ZONED COUMERCIAl.
_I\;/
1\./
I
,
<0
IV /
'l,v /
~:/
/
I}'')
1\,'/
11/
/
FF-22.70'
RESIDENTIAL
SHalER II
WITH SINGLE
GARAGE
,
(,_h,
,
0-)
rli/,
(~,>
)i
\
\
\
I
I
I
- !
ME-rAL~
s/rXv ~
i1
I II r,'\/o; /2" IF:
I (LB 938)
_____--.J /
I Q--, 0,
71 /' .~/
"v/ ' '~>
# ~, ,
~
~/
"
//
"
~/
"
~
"
AD.JACENT CHURC.h BUILD//vG
I
.
I
ZONED COMMERCW..
SITE PLAN
8ItIIIIg I1IalIaIIIIIpI an a fIIIIlIaIIan fA ....101
1-=10'
j
~
CONSTRUcnONPLANS J
m2272.05 0
C-2
rrlJ(Q)~~l~~~ ~~~~@~~~w [P)~(Q)J~~19 ~~~D
[MJD~D[P)D
~~~~[Q)~~l~ffi\l ~[HJ~lc~~~ ~~~
~(Q)\w~~[g3~~ @~ ~ill)@~
[Q)M~~~@ ~~[Q)~~
~[K]~~1r ~@ ~[K]~~1r 1rmr[b~
~(Q)W~~
~~
~~
~~
~~~~[Q)~~lF~~[L ~[}={]~[L lF~~ ~~~ CJ [Q)~[R!A](Q)[L~lF~(Q)~ ~[Lffi\~
~~~~[Q)~~lF~~[L ~[}={]~[L lF~~ ~~~ CJ ~~lF~ ~[Lffi\~
~~~~[Q)~~lF~~[L ~[}={]~[L lF~~ ~~~ ~~W~~@~ @~[Q)~~@9
[Q)~~~~@~ ~~[Q) (UJu~[L~lF~~~ ~~~
~~~~[QJ~~tr~ffi\[L ~[}={]~[L tr~~ ~~~ CJ ~~[QJ~~ffi\~~ [P[Lffi\~
~~~~[Q)~~u~~[L ~[}={]~[L u~~ ~~~ CJ [Lffi\~[QJ~~~~~ [Q)~u~~[L~
[L~
[L~
,.
~
~
C'i
g,
U
o
l!'l
o
~
Cl.
I
ro
a.
E
ro
f-
<Ii
c:
.c
o
'ii
:2:
Cl.
<D
~
'<I'
'<I:
N
("')
o
o
N
~
~
~
a::
w
>
o
()
0>
~
1:1
("')
'7
a,
rJJ
c:
ro
a.
c:
,Q
t5
2
iii
c:
8
-s.
t::
~
o
Ci
c:
o
t::
~
ro
10
""T'
c.
Cl
<(
()
E
o
N
.....
N
~
N
~
Cl.
13
3
I
~HEAVEN ~i CARa..YN ~ L&I )- )-
SANDY LA SENT LA til I Q ~ ~ ~
lolilyl~ ~! SANDY ISANDY LA ~0a I ~ ~ ~
~ IlOSEIICNT DR :
~ A 1_
~ I I I I aRaE UNYeOOD f\ACUR
~~~T ST ~~ DO
\D~~ ~-.ooo I I ST I F~;;3~ /' I SCOTT
~ ~ 'M)()DBlNE I t ST I ~I PARKW l~ ~~, CROWN STI~D~D~
C~ I I~I I i M)OD9INE 0 I I ~
\....J SPRI' NGO . a . . II I~ SHERWOOD
DR ALE It: ST ~ SPRlN(I)ALE ~ r--l I I D 0
ST I II I I I GENlRYST fj
OVERLEA ST , I , DZDa
DR ~X)I I I CARROLL ST I !j z
/ I PINEBROOK DR LONG
i~ .1 I~ I II I WEBB
ADMIRAL Y<<)()I)SON L~i aARKST ~
~ IS' , IJJ.. , I I~ ~D~
i\ ~ N H1111Sl:US << 8 lL\IERN ST '"
HIBISCUS ST ~ r =:Y '-~ it , I :2
J 'S HIBlSO\JS ~ Ii:/ BONAlR ST ~
.1 fi L1 , I
c. R. 548
o I I~l ,
WALNUT ST
o 1 II I~
EUlWOOD ~ ST ~
Q~~ ~ ~~
~ D~ a
.. ~ ST
{]~D~JQ< ~t ST I~ I
FOREST[lloRD 0 PlNEYtOOD ~ ~: RI~
B ~ iDQR ~ I ! ~ 015
Pi %:s G :E:!
:3 "ST -
% CJ D:E: a g
~ - ~D!D I I O~ ClIllM I~D I I
~ I I O,lAURA I D!I I
~~t/ (hLjii:;.)
Cnll 48 hours before you dig
N
PALMETTO
~
~
....
It's the Law!
1 -800-432 -4770
Sunllhfne stat8 One Call of F1ortda. Inc.
d
]:
ST ~Q D
DC]
O SEMINa..E ST
CJD~I
ELDRIDGE ST
!~ ~ L I I I I MAPLE
MAPLE ~ ~CJ ~ ST:
D< PlAZA ST ~ ~ ~
~ ~O
D~OD
D ~~D D D
ST SoR. 590
D~D D~~ II ST ~D~D~nID~- ~ - !
o LnJJ I ~_ I!i ST U~ ~
LAURA 8 ST N.E. -~ Iii
ID
fJU
ST
I
I
NICHOlSON
I
I n II
ST IlJ ELDRIDGE ST
SITE PLAN APPROVED
CASE # I/1...C z..a 0 J - 6? 6 t.,t Y
,
CASE TYPE hAJ
DRC DATE II)---JD-O:J
,
COB DATE IZ -/1:, - t:?7
SIGNATURE /It f..6/u
DATE /2. .... /7' -- t") 3
~ ~ ~
~ ~ ti
ID
JAa<SON
I ~ !
iJj ~ iA ~
~ :s 2
RD
Ii ~
~ IE
[L(Q)~ffi\ tr~(Q)~ ~ffi\[P
~~~u~(Q)~ ~@9 u(Q)W~~[H]~[p ~@ ~(Q)(UJtr[}={]~ ~~@~ ~~~ ~ ~@ ~~u
NO\I 1\" 'in:l'~
v ') t) dIu..
~ ' 1/10-;
1/ .
..~..
..'~ I..
.1_. ~_I.
.1_'" -_I.
..r.'j~.
.....
Wade-Trim Inc.
PROJECT NO.
a~CJ~~~~c:@~
4919 Memorial Highway Suite 200
Tampa, Florida 33634
Ph. 813-882-8366 Fax. 813-884-5990
CERTIFICATE OF AUTHORIZATION NUMBER:3952
ENGINEER OF RECORD
MICHAEL E. RICE. P.E.
P .E. I: 23970
TREE PROTECTION
NOTES:
1. THE CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE ANY TREES THAT ARE
TO REMAIN.
2. ALL TREE ROOTS GREATER THAN 1. IN DIAMETER EXISTING IN APPROVED AREAS, AND
ORIGINA TING FROM PROTECTED TREES, SHALL NOT BE CUT UNLESS OTHERWISE
APPROVED BY THE ENGINEER.
3. ROOTS OF 1. DIAMETER OR LARGER THAT NEED TO BE CUT SHALL BE CUT NEA 1L Y.
4. STOCKPILED MATERIALS OR VEHICULAR TRAFFIC SHALL NOT BE ALLOWED OVER ANY
TREE ROOT SYSTEM.
5. ALL TRESS THAT REMAIN IN PROXIMITY OF THE CONSTRUCTION AREA MUST BE
PROTECTED BY TREE PROTECTION BARRICADES MEETING THE MINIMUM STANDARDS
OF THE CITY OF CLEARWATER. BARRIERS SHALL BE MAINTAINED IN PLACE FOR THE
DURATION OF THE CONSTRUCTION.
6. ALL TRIMMING UNDERTAKEN ON TREES PROTECTED BY THE LAND DEVELOPMENT CODE
SHALL BE PRUNED IN ACCORDANCE WITH THE NA 110NAL ARBORIST ASSOCI A 11 ON
(NAA) PRUNING.
BEFORE PERMIT:
1. BARRIERS ARE TO BE ERECTED AROUND ALL TREES 4" DBH AND GREATER TO REMAIN. THIS
MUST BE DONE BEFORE CONSTRUCTION, GRADING, OR BEFORE ANY TREES ARE REMOVED.
2. TREES 4. DBH AND GREATER THAT ARE LOCATED WITHIN 10' OF THE SITE UNDER
CONSTRUC11ON SHALL ALSO BE PROTECTED BY A BARRICADE.
3. TREE BARRICADES ARE TO BE CONSTRUCTED AS PER CITY OF CLEARWATER DETAIL
^
DEMOLITION NOTES
1. ALL CONSTRUCTION ON SITE WITHIN RIGHT-OF-WAY AND EASEMENT SHALL
CONFORM TO THE METHODS, STANDARDS AND SPECIFICATIONS OF THE CIlY
OF CLEARWATER.
2. CONTRACTOR TO OBTAIN APPROPRIATE WORK PERMITS FOR WORK ON SITE IN
RIGHT -OF-WAYS PRIOR TO BEGINNING CONSTRUCTION.
3. ALL DEMOunON. BACKFILUNG. ETC, SHALL CONFORM TO THE
RECOMMENDATIONS MSHTO T -99.
4. CONTRACTOR TO OBTAIN WRITTEN PERMISSION FROM ADJACENT PROPERTY
OWNER/OWNERS PRIOR TO REMOVAL OF STRUCTURES OR EQUIPMENT FROM
PROPERTY OUTSIDE THE PROJECT SITE.
5. CONTRACTOR TO NOTIFY ALL ununES FORTY-EIGHT (48) HOURS PRIOR TO
DEMOunON AND/OR EXCAVATION, INCWDING THE LOCAL GAS COMPANY(S) IN
ACCORDANCE WITH F.S. 553.851. CALL "SUNSHINE STATE ONE CALL
SYSTEM. 1-800-432-4770 SO THAT UNDERGROUND ununES MAY BE FIELD
LOCATED.
6. GENERAL DEMOunON CONTRACTOR TO COORDINATE WITH OWNERS
REPRESENTATIVE ON ALL EXISTING ununs AND APPURTENANCES TO BE
REMOVED, I.E. LAMP POSTS, SPRINKLER HEADS. TREES. SHRUBS, ETC.
BEFORE WORK BEGINS. THESE ITEMS MAY BE REUSED IN THIS FACIUTY.
N
10 5 O' 5 10
~ ~ ~
SCAlE: ,.. 10'
20
I
...IBEEJ.EWID..
. PALM TREE
o OAK TREE
:it- CITRUS TREE
$- PEPPER TREE
o NON-INDIGENOUS
(Canted 20. Toward Flow)
Post (Options: 2" x 4" ci-
Min. Dia. Wood; Ste;(
1.33 LbsjFt. Min.)
Optional Post Positio~~., ,___- Principle Post Position
Filter Fabric (In ~!!
Conformance With t
Q)
.- Sec. 985 FOOT Spec.) >
6' Max.
I:
ee
L... ~
0
~ 0
..... .
L... C
0
~
;.., It
N
~
.
".
.
.
-U-=
ELEVA TlON
Silt Flow
SECTION
N
C')
U"l
8
Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF).
TYPE III SILT FENCE
<j'
a.
U
o
U"l
o
~
a...
J:
III
a.
E
III
t-
en-
<=
.c
o
'0:
.........-
~
.......
'"'.
""-....
......
- :..,...-
......... .': ,. ..
.... '"
-n,.. .....-
......
.. ?f.l
:~
::iE
a...
co
~
~
N
C')
o
o
N
~
~
- ~;
~\O--'
s~ "l
o
::iE
w
o
~
Type III Silt Fence Protection
Around Ditch Bottom Inlets.
Cl
~
"
C')
9
a,
en
<=
III
"1i
<=
,Q
13
::
u;
<=
8
s.
1::
2t
o
Ci
<=
o
t
~
ro
1;i
"9
o
o
<(
()
E
Type III Silt Fence
11'
Silt Flow
Note: Spacing for Type "' Fence to be in
accordance with Chart 1, Sheet 1 of 3
and ditch installations at drainage
structures Sheet 2 of 3.
Type III Silt Fence
Do not deploy in a manner that silt fences will act as a dam across permanent flowing
watercourses. Silt fences are to be used at upland locations and turbidity barriers
used at permanent bodies of water.
SILT FENCE APPLICATIONS
N.T.S.
~
~-
-
-
-
...
...... [III.U[IDI
-----
o
N
r--
N
~
N
~
a...
-
fA
.
J.EGWIL
r._.~._._.
/
/ ,
r'LA T BO{)NDARY ,(,
q>/
Br~yMi~I)r -x- --.
_ c,. ',,' _,,' I
----- .
"-
'-, 2 'CONC CURB
, .
1\ .. ' "
,II VO) 1'\, c-,
\ (0 -o' - (r'-
_"-.'/ "'/ AC:P PVIv/T ,,~), j('U
, \; (j,. / ,~, '/ " "
__ _____ ___ _ _'_' __ __ _,__ /_ ___ -TB.7V1~!:"XIS!!t!~~ SA_N/_"0PY;~_ _, ___ ___ _ _ \0___ __ _ _,__
Ptu:, NAIL
1
!
1
t _~/LWI'~2se C'0I.,;:-
!" .vn/c_,_
~
~
o
CONCRETE/ASPHAlT TO BE REMOVED
//\i f.l---. (.J. ('.~\. u____.__"~________\
r- ,"\ I rj -1 ,...-. v ,~ \
I" LL" v::::o " , " ~ ,\
L. - L....' . ,j...../ ''J \
"-. <~) - \
'I;
TREE TO REMAIN
j'
, Ct"
I -
I ()
, 1"-:)
I
I
!
,
. /1-)
</') ~
q;/ 2 '('ONe
TREE TO BE REMOVED
/lvl P. ,~:).
,
,---/ r-11 - 1- <0
I LLt./"I-I()I\lf ":.1
P-'L c- '-,,' I
~, c, (l 4." WM
T T!,~')
-:', I
'<4 ' . I _, , ,I ('\j
" 4' P:[J., < -
<1." ~. ......<1~ .. . M. _. 'I.J~
.,. :I'11'J ~ I
-----1~
~,
/~
,,--
SilT FENCE
.'
7 ,-) '-) '/'-,)
/ (; /.., (1\ /
8~;""4B '4.? "w, 1 i)(J. O() '(/0)
'j
SET 1/2" IF)
L S ,\/X'>5
'e celF:,
?JL ()!:.~\!<' .5
I4ARDWOOD5
FNO 5/8" IR
(NO l)
0,9(;' S
0. ,,) 7' kV
DRIP LINE
SPEDFlCATICN; - WOOD ~
1. ...... RADIUS 10 BE PIIJTE1;Itu:
A. twmIOODS - 2/3 DRA.N:
B. CONfERS a: SAM. PAlMS - ENIR: DRFlIE
2. lFRIGHIS - NO LESS 1HAN r x 2- UI&R.
3. HORIZONTALS - NO LESS 1HAN 1- X 4- WBR.
4. INRERS StWJ. BE ElETED NOlI) 1REES BEFORE
CONSIRUC'OON.
5. lFRIGtfT POS1S NE 10 BE AT LEAST 4 FEET IN 1.BIi1H WI1H A
...... OF 1 FOOT ANCHORED IN GIDJtI) AND 3 FEET JIJtNE
GROUM).
8. INRERS 10 REW.IN IN PlACE UNlIl All PAVING. COImRUC1lON
lItO tEAV\' EQUAtENT IS our OF MEA.
,
('"
_/
}/"
,-, (/
< \'
/~
f
FURnER NOIIM1K* MAY BE OBTMB FROM 1lE lNIJl RESOURCE
SPB:WJST AT 582-4741.
.1 'CL F (/fT (;, of' ---- -,
DRIPLlNE
Z
1:
C'l'\
lAIGKT
___L
ZONED MDR
9.CITRUS
Z
1:
DRIPLlNE
FINE5
DRIP LINE
,
<;, )
{'/
"
,"\ '
I
1
ENTIRE DRIP LINE
Z
1:
C'l'\
HORIZONTAL
\FRIGHT
,
n
IJ v
,
T-,O}
I,>
7
/'J
1\,:/
y
(>\
'-,
",r">'/,"
'k/
JI
nliD 7/2" IF:
(LB .938)
;? ,?
Z
1:
-1 '(~LF'
// ~~
,
0\
~Il'/
,~, /
/
PROTECTIVE BARRIER DETAIL & SPECIFICATIONS
N.T.S.
)0',
( j
, '
('\.1 I ~ ~ 0
,.(: '/ '<:/
)I~/
,,_ ,__ ______.._.."________,____.. ..___ ____,______ _----1..._,..,_,_ _____,_____
----
r! -I-., ,0' ",..- I' ,) -j ,0'
v ____~---- l(~;: ~ ~ -~.
..___,__..____,____~:.~~-~,_________,_"_'__n_~. _L--A-~=~~____
P"L1/ c.'-) fjCJ)(M,' ~n)/R)
'-.-1. . ..JL.L...... I) ,__'LI \ \/
nl IlL Di I^I/~
_,_ _ '.. , Vl~
ZONED COMMERCW.
HOMELESS EMERGENCY PROJECT
RESIDENTIAL SHELTER III
1003 CARLTON STREET
..~..
..' I.....
.,!\J!.. .
· ~i~' ·
.~r.)~.
..._~.
DEMOLITION PLAN
Wade-Trim
~
..... ~ CII a ........ II ~'" 11_
ZONED COMMERCIAl.
sr.u
18=10'
j
C-1 .
SIm ~
CONSTRUCTIONPlANS j
7Il'l272.05 0
~
C'i
g,
o
o
il'J
o
(L
I
ell
C.
E
ell
I-
'0
ro
.D
.D
::l
..c
.D
~
<(
M
N
<0
L!'l
CO
M
o
o
N
j;:::
W
l-
US
Ol
~
'0
M
9
d>
rJ)
C
ell
Ci.
c
,Q
tl
2
iii
c
o
'-'
~
Q;
c.
o
Ci.
c
o
1::
~
Iii
co
'9
o
o
<(
o
E
o
N
....
N
c;:j
N
I)!
(L
B
~-
lj--
I
.LB'c,n DESCRIPTION:
LOT 11. BLOCK 3. C.E. JACKSON SUBDMSION. ACCORDING TO THE MAP OR PLAT THEREOF /IS
RECORDED IN PLAT BOOK 2. PAGE 96. PUBUC RECORDS OF HIUSBOROUGH COUNTY. FLORIDA,
OF WHICH PINaLAS COUNTY W/IS FORMERLY A PART
1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM
STANDARDS SET FORTH IN THE CI1Y OF CLEARWATER ZONING CODE
AND/OR RELATED ORDINANCES.
2. ALL CONSTRUCTION SHALL CONFORM TO THE METHODS. STANDARDS AND
SPECIFICATIONS OF THE CllY OF CI1Y OF CLEARWATER AND ALL
APPUCABLE AGENCIES.
3, CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR WORK ON SITE AND
IN THE RIGHT -OF -WAYS PRIOR TO BEGINNING CONSTRUCTION,
4. CONTRACTOR TO NOTIFY ALL UTILITIES FORlY-EIGHT (48) HOURS
PRIOR TO DEMOLITION AND/OR EXCAVATION. INCLUDIt>JG tHE LOCAL GAS
COMPANY IN ACCORDANCE WITH F.S. 553.851. CALL .SUNSHINE STATE
ONE CALL SYSTEM. 1-800-432-4770 SO THAT UNDERGROUND UTILITIES
MAY BE FIELD LOCATED,
5. ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY AND
COORDINATE WITH THE CI1Y. FLORIDA POWER & UGHT. VERIZON. COMCAST CABLE,
PEOPLES GAS. ETC. FOR THE REMOVAL OR RELOCATION OF THESE FACILITIES.
6. ALL SOIL EXCAVATION. BACKFILL AND USAGE TO BE DONE UNDER THE
RECOMMENDATIONS OF A CERTIFIED SOIL TESTING LABORATORY.
7. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR UTIUlY AND
IRRIGATION CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT
CONSTRUCTION.
8. THE CONTRACTOR SHALL PROVIDE ALL BRACING. SHEETING OR SHORING
NECESSARY TO CONSTRUCT AND PROTECT ANY EXCAVATION AGAINST
COUAPSING. TRENCHES SHALL BE KEPT DRY WHILE PIPE IS BEING
LAID. DEWATERING SHALL BE PROVIDED WHERE NECESSARY. PIPE
WILL BE ON DRY. UNDISTURBED SOIL WET UNSUITABLE MATERIAL
WILL BE REPLACED WITH COMPACTED SELECT BACKFILL MATERIAL. THE
CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE TRENCH
SAFElY ACT CHAPTER 90-96 (DS/SB 2626) OF THE FLORIDA STATUTES
FOR ALL EXCAVATION TO A DEPTH IN EXCESS OF FIVE (5) FEET.
9. CONTRACTOR TO MAKE FIELD ADJUSTMENT. AS NECESSARY. WITH THE
APPROVAL OF THE OWNER. ENGINEER AND MUNICIPALIlY WHEN REQUIRED,
10. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM
OF 1929; REFERENCE BENCHMARK. CI1Y OF CLEARWATER BENCHMARK H:08.
1. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (10~).
2. ALL RIGHT-OF-WAY INSTALLATIONS SHALL COMPLY WITH THE STATE OF FLORIDA
UTILITIES ACCOMMODATIONS GUIDE.
3. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH CITY OF CLEARWATER
DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
4. SIGNS AND BARRICADES SHALL BE PER THE FOOT MANUAL OF SAFE PRACTICES:
REFERENCE FOOT INDEXES 800 THRU 850 AND 17349 PER ROADWAY AND TRAFFIC
DESIGN STANDARDS LATEST EDITION.
5. A -MAINTENANCE OF TRAFFIC PLAN- SHALL BE SUBMITTED PRIOR TO THE
COMMENCEMENT OF RIGHT OF WAY CONSTRUCTION WHENEVER ONE OR MORE OF THE
FOLLON I NG COND I T IONS APPLY:
A- A STREET IS CLOSED TO THRU TRAFFIC FOR PERIODS EXCEEDING
FIFTEEN MINUTES.
B- ONE PHYSICAL LANE SUPPORTS ~AY TRAFFIC MOVEMENT.
C- TRAFFIC LANE(S) NORMALLY DESIGNED TO HANDLE MOVEMENT IN
ONE DIRECTION ARE BEING RECHANNELED TO ACCOMMODATE AN OPPOSING MOVEMENT.
8. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN ONE (1) DAYS AFTER REMOVAL
AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHEN
EXISTING SIDEWALK IS REMOVED. IT IS TO BE REMOVED TO THE NEAREST
EXPANSION JOINT.
7. PLACE EXPANSION JOINTS WHERE 4- ANO 8- SIDEWALKS ABUT.
8. SA~UT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB.
9. ALL DISTURBED AREAS WITHIN THE RIGHT OF WAYS SHALL BE COMPACTED TO 10~
MAXIMUM DENSITY. RESTORED TO ORIGINAL CONDITIONS. REGRADED AND SODDED.
MAINTENANCE OF TRAFFIC:
1, IMPLEMENTATION OF ALL TRAFFIC CONTROL PROCEDURES SHALL BE IN
ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS (JAN. 1994
OR LATEST EDmON). SPECIFIC STANDARDS ARE OUTUNED IN INDEX 600, 623,
AND 660. PROCEDURES SHALL ALSO BE IN COMPUANCE WITH THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD 1988 OR LATEST EDmON). THE
F.D.O.T. STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES (1991 OR LATEST
EDmON) AND APPUCABLE F.D.O.T. SUPPLEMENTAL SPECIFICATIONS.
2. THE APPUCANT MUST NOTIFY THE LOCAL ROADWAY MAINTENANCE OFFICE 48
HOURS IN ADVANCE PRIOR TO STARTING Atff WORK.
-.
-
-
....
a.. ... H II' ICIIII'
-----
-
...-
GENERAL NOTES:
1) ALL CONSTRUCTION ON SITE & WITHIN THE RIGHT -OF-WAY AND EASEMENTS
SHALL CONFORM TO THE METHODS, STANDARDS AND SPECIFICATIONS OF
CI1Y OF CLEARWATER AND ALL APPUCABLE AGENCIES.
2) CONTRACTOR TO CLEAR. GRUB AND REMOVE ALL DEBRIS ON SITE AND
ALL AREAS OF THE RIGHT-OF-WAY /IS NECESSARY TO COMPLETE WORK.
3) ALL CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET
FORTH IN THE CI1Y OF CLEARWATER ZONING REGULATIONS.
4) DISPOSE OF ALL UNSUITABLE MATERIALS OFF-SITE. EQUIPMENT TO BE
DISPOSED OF OR MOVED IN ACCORDANCE WITH INSTRUCTIONS OF
COMPANY REPRESENTATIVE.
5) ALL MATERIAL EXCAVATED THAT IS SUITABLE FOR FILL UNDER PAVING,
OR LANDSCAPING AREA. IS TO BE SPREAD AND COMPACTED IN
LOCATIONS DESIGNATED BY THE ARCHITECT/ENGINEER.
5) saUD W/lSTE WILL BE DISPOSED OF VIA BLACK BARREL WITCH WILL BE
STORED IN THE GARAGE.
TREE LEGEND
. PALM TREE
o OAK TREE
'* CITRUS TREE
~ PEPPER TREE
o NON-INDIGENOUS
EXISTING ZONING
EXISTING LAND USE
PROPOSED LAND USE
FLOOD ZONE
EASEMENTS
BUILDING SETBACKS:
REQUIRED:
FRONT
REAR
EAST SIDE
WEST SIDE
PROPOSED:
FRONT
REAR
EAST SIDE
WEST SIDE
GROSS SITE AREA
~
D
MAXIMUM FAR.
FAR. PROPOSED
MAXIMUM I.S.R.
I.S.R. PROPOSED
LOT COVERAGE:
LANDSCAPE/ OPENSPACE
BUILDINGS
ASPHALT/CONC.
TOTAL AREA
~r-
@
D
TOTAL NUMBER OF OCCUPANTS:
PARKING PROVIDED:
TOTAL REQUIRED SPACES -
TOTAL PROPOSED SPACES =
F.&
.
N
10 5 0'
~
SCALE: 1. = 10'
SITE DATA
COMMERCIAL GENERAL
VACANT
RESIDENTIAL SHELTER
AE (ELEVATION 11)
PANEL 125096-0008 0
NONE PER SURVEY
25'
20'
10'
10'
20
I
5' FROM PROPERlY UNE TO PARKING AREA
20'
4.46'
10'
7.499 S.F. (0.1722 ACRES)
0.50
0.32
0.75
0.46
-
4.078 / 7.499
2.406 / 7.499
1.015 / 7.499
7,499
-
4
54.38X
32.08X
13.S4X
100.00X
1 PER EVERY 2 RESIDENTS
2 EXTERNAL AND 1 GARAGE SPACE
.~m..
.'.' j~..
. I_~'_l.
.1_.. ._,.
.~r.)~.
...._~.
4 'CONe ~1/AL/{
"-.,
'r-'._.~._._._._._. ........,.-.
: /1 ''''~. ;-:,,' JC"'l./~\!,\!(:'~,' 'I I 'n
I ~ .',- C0k~
r'}1 !\ r' {~.-~}! IN'j) "Pi .':' ,~. 3. '()
t L /.. , ! c: I / :. _,! ._ IL\ '( "\ .' , '-, ((] _ , '\/ :[~:
_ '.(J v
"-,' / '.... '/ "-'/ /-tS'P PV/'v17. '..... '/ "'//
(lr/ ((1/ (lr (i / (.;.-
{/~:vM/~"71'-' ,-,/- ..-- .,- ---/' , - -- ,- -- "" - - ,-- '-- - /-, -' '7__'7'Tr.!XfS~!!J\!..0'_:?AJ'!'T4f!.:! -~- -, _ -, --,1- - '-' '-, -
,_,' c/ / ' '.. (J I , tJ, !VI, ., -
! " iN .r:< ,~, -----'------\ PI( NAIL
! ,rJ, , I, i,:- V".. ,'. ,) ,5 Iv.,~) ! /'./ /'J, F-i,
! ': ) v ) (. )
'.... . / ,'.. .. ,-, ,n r-
(~/ / ~,~)' (,I" U Iv (~ c, () t~ t5 -,
""
'" ,
--.-T
/
i i fP/iON! Ut.jE,':~
j
__.r--.______
,)
1
I
} '('/v1 )
\ .
11. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION.
ALL STORM SEWER INLETS IN THE VlCINI1Y OF THE PROJECT SHALL BE
PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES. SOD. STONE,
ETC.. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY THE
CONSTRUCTION PROCESS.
12. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAP.
PERIMETER BERMS. FILTER FENCES. BERMS SEDIMENT BARRIERS.
VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP
SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO
ADJACENT PROPERTIES. OR INTO EXISTING WATER BODIES. MUST BE
INSTALLED. CONSTRUCTED OR IN THE CASE OF VEGETATIVE BUFFERS,
PROTECTED FROM DISTURBANCE. /IS A FIRST STEP IN THE LAND
ALTERATION PROCESS.
13. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL
BE CHECKED REGULARLY. ESPECIALLY AFTER EACH RAINFALL, AND WILL
BE CLEANED OUT AND/OR REPAIRED AS REQUIRED.
14. ALL PRACTICAl.. AND NECESSARY EFFORT SHALL BE TAKEN DURING
CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF
SEDIMENT MATERIAL TO WETlANDS AND CHANNEL AREAS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS
THAT MAY BE REQUIRED.
15. CONTRACTOR TO VERIFY ALL PLAN DIMENSIONS AND SITE CONDITIONS.
NOTIFY ARCHITECT/ENGINEER TO Atff DISCREPANCIES BETWEEN
SITE CONDmONS AND INFORMATION SHOWN ON DRAWINGS PRIOR TO
COMMENCING WORK.
16. ALL CONCRETE TO HAVE A MINIMUM STRENGTH OF 3000 PSI WITHIN
28 DAYS AND TESTED PER CllY OF CLEARWATER REGULATIONS.
17. SLOPES NOT TO EXCEED 4:1 RATIO WITHOUT NOTIFICATION AND
APPROVAL OF OWNER AND ENGINEER.
18. THIS PARCEL LOCATED IN FLOOD ZONE "X. /IS PER THE FLOOD INSURANCE
RATE MAP FOR PINaLAS COUNTY. FLORIDA, COMMUNI1Y PANEL NUMBER
NUMBER 125096-0008 D, DATED 8/19/91. ZONE X IS AT FLOOD ELEVATION N/A
.SET 1 /~:}" i/;"
/ ~~ .3(J.3,~~
r::-l\!L1-;' ~ /q '" I' C;;'
I ~.' I.J/ L.. 1\
('" '\ J/ \
I'lL.. It /
0,90' S,
(/ j:?' H/.
SIGHT TRIANGLE
",)
(' . I
'l/,
/
..1 /'; F OFF 0, ,:j .
ZONm MDR
26"OAK
1 '
4
30 "OAK
ND
i/""J
L.dL L:'- ~/=--~ .? _). ,~) ~1 )
TC ['""f"^"- ,Q;,
IcL_/-"'!-'(j,'vL. I''J
POLE ('I~' '/ "
'v' 4 11'1\1
. ..~ i 'f
~t
I
I
I
I
I
I
~~rr~L~
o,ctr. i
ii
I ~l {....^ In' .'..,~" 'I';>
_ i ,I',,,.! /,~ I, \
~ . _ . _ . .J (L8 9,:;8)
I ,// C,
h~ ~__7
, \.-1/ . ;.,
/ '};., , r: ,r; !\j{'
, " ", (./ ",-./ '
-
.IIV;~ /~_ /~(
~
,
14.10' '
-
-
."
;
, " .,'D-Ai,','~,
. . ~~ ,
10 "PAL
FF-22.70'
RESlDENT1AI..
SHB.lER II
WIlli SlNGlf
GARAGE
,
l~')
!l'/
(l,/'
/'
r- .._-~
\
\
\
STEP SLAB
'- - - .-
~~
"
~. ", (~ "
/. .~_ Li- ,~
),:Zi' E"
:-:t-'T ;' //~~1'J l!~J t~
,:.~~; ,}/),},~ . ./
'\./
'F'" ., .", ~
(l f- LI, .::.' ~_n._ r --- ---- "-~
----
'("1 I '1, C< ..,1" C ~,,-. I ' 'I. C)'
"'. (,2__'p,)._~.~~, r,l ).
l r'J ' _" t, . __.-.- l'-' I i/ ~ _- ,~.'
, I~~/ ~/' '), ~,/
...... . ...~_.~_.._.__.~_~.__~_.__________u___~~__u____+_._._..__ ..______. _._. __ __ .___~____ __.__________.__.~..____.____._____._.__._ _.._. __n_' ._____.__. ______ ___.___u_______I___________ ----
I
I
'N (j ji/
4 '(
.-.-.---.-.
/ 'n>-{ "iN r\() ()q '/,11 i sn'(/O)
l' \_ '- ' ., ',', ,~" \! VI, 'c~ ,! \...
r ,,--
i
i
Wade-Trim
....-IIIIIm.clam
~/
"
~~
"
~
,
J, ;~I 1;',('-' ,-- '\ i T (....H' , r r') r,/ (
rL..'\j -\ v L._:' y' I \-.... Jj /\ c.- ~1
t~?(j/L r)//\l(~
ZONm COMMERCW..
SITE PLAN
BlIIIIIg I1IaIIonIHpI an a ,...... " -.IIIICI
. - ."", -~
......", 7
"'-, . <,
..""..~ \')" ~'; .>
f-7j/J ,: /2" f F.'
(L8 938)
!:-\'(') '; /?" fJ.,,)
IlL- '/"'- I,
/# 'I I c.....!"',r j:-\
\ I~LLV e'Lc,'
[1.2..5' .~;:.
033' W
: 18"
MrtA
~1(i'1
!l
ii
~LI
-I
~l
I r ~'Vn(iD
i t ,'('C.-LICHT POlE
EAST~
(;:/
1/
ZONED COMMERCIAl.
o
"v/
II
.\l( i ~.,' . ~ '; fir
,:"'i'/
)/
I
.
I
, 1-=10'
j
I
CONSTRUCnONPLANS !
UZ2272.05 0
C-2
HOMELESS EMERGENCY PROJECT
RESIDENTIAL SHELTER III
1003 CARLTON STREET
~
C"i
(J
a.
o
o
Li'l
o
~
c..
I
<Il
a.
E
<Il
?-
m
c
.c
o
'ii
::2
c..
(")
(")
co
Li'l
N
(")
o
o
N
~
~
W
l-
ii)
~
"C
(")
9
d-,
(/l
C
<Il
C.
c
,Q
ti
2
Oi
c
8
s,
t::
Q)
a.
o
Ci
c
o
t::
~
ro
Cii
v
o
o
<(
()
E
o
N
.....
N
~
N
';::!
c..
M'Cg D8SCHIPrION :
LOT 11, BLOCK 3, C.E. JACKSON SUBDMSION, ACCORDING TO THE MAP OR PLAT THEREOF AS
RECORDED IN PLAT BOOK 2, PAGE 96, PUBUC RECORDS OF HIUSBOROUGH COUNTY, FLORIDA,
OF WHICH PINELLAS COUNTY WAS FORMERLY A PART
1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM
STANDARDS SET FORTH IN THE CI1Y OF ClEARWATER ZONING CODE
AND/OR RELATED ORDINANCES.
2. ALL CONSTRUCTION SHALL CONFORM TO THE METHODS, STANDARDS AND
SPECIFICATIONS OF THE CllY OF CI1Y OF ClEARWATER AND ALL
APPUC\BLE AGENCIES.
3, CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR WORK ON SITE AND
IN THE RIGHT -OF -WAYS PRIOR TO BEGINNING CONSTRUCTION.
4. CONTRACTOR TO NOTIFY ALL UTlUTlES FORlY-EIGHT (48) HOURS
PRIOR TO DEMOUTION AND/OR EXCAVATION, INCLUDIN'G tHE LOCAL GAS
COMPANY IN ACCORDANCE WITH F.S. 553.851. CALL "SUNSHINE STATE
ONE CALL SYSTEM- 1-800-432-4770 SO THAT UNDERGROUND UTlUTlES
MAY BE FIELD LOCATED.
5. ALL UTIUT1ES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY AND
COORDINATE WITH THE CI1Y, FLORIDA POWER &: UGHT, VERllON, COMCAST CABLE,
PEOPLES GAS, ETC. FOR THE REMOVAL OR RELOCATION OF THESE FACIUTI ES.
6, ALL SOIL EXCAVATION, BACKFILL AND USAGE TO BE DONE UNDER THE
RECOMMENDATIONS OF A CERTIFIED SOIL TESTING LABORATORY.
7. ALL UNDERGROUND UTlUTlES INCLUDING CONDUIT FOR UTlUlY AND
IRRIGATION CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT
CONSTRUCTION.
8. THE CONTRACTOR SHALL PROVIDE ALL BRACING, SHEETING OR SHORING
NECESSARY TO CONSTRUCT AND PROTECT ANY EXCAVATION AGAINST
COllAPSING. TRENCHES SHALL BE KEPT DRY WHILE PIPE IS BEING
LAID. DEWATERING SHALL BE PROVIDED WHERE NECESSARY. PIPE
WILL BE ON DRY, UNDISTURBED SOIL WET UNSUITABLE MATERIAL
WILL BE REPLACED WITH COMPACTED SELECT BACKFILL MATERIAL THE
CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE TRENCH
SAFETY ACT CHAPTER 90-96 (DS/SB 2626) OF THE FLORIDA STATUTES
FOR ALL EXCAVATION TO A DEPTH IN EXCESS OF FIVE (5) FEET.
9. CONTRACTOR TO MAKE FIELD ADJUSllttENT, AS NECESSARY, WITH THE
APPROVAL OF THE OWNER, ENGINEER AND MUNICIPAUlY WHEN REQUIRED.
10. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM
OF 1929; REFERENCE BENCHMARK, CI1Y OF ClEARWATER BENCHMARK H:08.
MAINTENANCE OF TRAFFIC:
1. IMPLEMENTATION OF ALL TRAFFIC CONTROL PROCEDURES SHALL BE IN
ACCORDANCE WITH F.D.O.T. ROADWAY AND TRAmC DESIGN STANDARDS (JAN. 1994
OR LATEST EDITION). SPECIFIC STANDARDS ARE OUTUNED IN INDEX 600, 623,
AND 660. PROCEDURES SHALL ALSO BE IN COMPLIANCE WITH THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD 1988 OR LATEST EDITION). THE
F.D,O.T. STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES (1991 OR LATEST
EDITION) AND APPUCABLE F.D.O.T. SUPPLEMENTAL SPECIFICATIONS.
2. THE APPUCANT MUST NOTIFY THE LOCAL ROADWAY MAINTENANCE OFFICE 48
HOURS IN ADVANCE PRIOR TO STARTING ANY WORK.
-
-
..
...
......lJUIiII' -.
-----
11. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION,
ALL STORM SEWER INLETS IN THE VlCINI1Y OF THE PROJECT SHALL BE
PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE,
ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY THE
CONSTRUCTION PROCESS.
12. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAP,
PERIMETER BERMS, FILTER FENCES, BERMS SEDIMENT BARRIERS,
VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP
SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO
ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE
INSTALLED, CONSTRUCTED OR IN THE CASE OF VEGETATIVE BUFFERS,
PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND
ALTERATION PROCESS.
13. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL
BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALl, AND WILL
BE CLEANED OUT AND/OR REPAIRED AS REQUIRED.
14. ALL PRACTICAL AND NECESSARY EFFORT SHALL BE TAKEN DURING
CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF
SEDIMENT MATERIAL TO WETLANDS AND CHANNEL AREAS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION EFFORTS
THAT MAY BE REQUIRED.
15. CONTRACTOR TO VERIFY ALL PLAN DIMENSIONS AND SITE CONDITIONS,
NOTIFY ARCHITECT/ENGINEER TO ANY DISCREPANCIES BElWEEN
SITE CONDITIONS AND INFORMATION SHOWN ON DRAWINGS PRIOR TO
COMMENCING WORK.
16. ALL CONCRETE TO HAVE A MINIMUM STRENGTH OF 3000 PSI WITHIN
28 DAYS AND TESTED PER CllY OF ClEARWATER REGULATIONS.
17. SLOPES NOT TO EXCEED 4:1 RATIO WITHOUT NOTIFICATION AND
APPROVAL OF OWNER AND ENGINEER.
18. THIS PARCEL LOCATED IN FLOOD ZONE "X- AS PER THE FLOOD INSURANCE
RATE MAP FOR PINELLAS COUNTY, FLORIDA. COMMUNI1Y PANEL. NUMBER
NUMBER 125096-0008 0, DATED 8/19/91. ZONE X IS AT FLOOD ELEVATION N/A
GENERAL NOTES:
1) ALL CONSTRUCTION ON SITE &: WITHIN THE RIGHT -OF-WAY AND EASEMENTS
SHALL CONFORM TO THE METHODS, STANDARDS AND SPECIFICATIONS OF
CI1Y OF ClEARWATER AND ALL APPUCABLE AGENCIES.
2) CONTRACTOR TO CLEAR, GRUB AND REMOVE ALL DEBRIS ON SITE AND
ALL AREAS OF THE RIGHT-OF-WAY AS NECESSARY TO COMPLETE WORK.
3) ALL CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET
FORTH IN THE CI1Y OF CLEARWATER ZONING REGULATIONS.
4) DISPOSE OF ALL UNSUITABLE MATERIALS OFF-SITE. EQUIPMENT TO BE
DISPOSED OF OR MOVED IN ACCORDANCE WITH INSTRUCTIONS OF
COMPANY REPRESENTATIVE.
5) ALL MATERIAL EXCAVATED THAT IS SUITABLE FOR FILL UNDER PAVING,
OR LANDSCAPING AREA. IS TO BE SPREAD AND COMPACTED IN
LOCATIONS DESIGNATED BY THE ARCHITECT/ENGINEER.
5) SOUD WASTE WILL BE DISPOSED OF VIA BLACK BARREL WITCH WILL BE
STORED IN THE GARAGE.
TREE LEGEND
. PAlM TREE
o OAK TREE
~ CITRUS TREE
~ PEPPER TREE
o NON-INDIGENOUS
EXISTING ZONING
EXISTING LAND USE
PROPOSED LAND USE
FLOOD ZONE
EASEMENTS
BUILDING SETBACKS:
REQUIRED:
FRONT
REAR
EAST SIDE
WEST SIDE
PROPOSED:
FRONT
REAR
SIDES
GROSS SITE AREA
~
L ". I
MAXIMUM FAR.
FAR. PROPOSED
MAXIMUM I.S.R.
I.S.R. PROPOSED
LOT COVERAGE:
LANDSCAPE/ OPENSPACE
BUILDINGS
ASPHALT/CONC.
TOTAL AREA
----T'~
o
1.-.: ;- i
TOTAL NUMBER OF OCCUPANTS:
PARKING PROVIDED:
TOTAL REQUIRED SPACES -
TOTAL PROPOSED SPACES =
F.&
.
N
10 5 0' 5 10
~II
SCIU: 1. = 10'
SITE DATA
COMMERCIAL GENERAL
VACANT
RESIDENTIAL SHELTER
AE (ELEVATION 11)
PANEL 125096-0008 0
NONE PER SURVEY
25'
5'
5'
5'
20
I
5' FROM BACK OF WALK TO PARKING AREA
20'
10'
7,499 S.F. (0.1722 ACRES)
0.50
0.32
0.75
0.46
-
4,078 / 7,499
2,406 / 7,499
1,015 / 7,499
7,499
=
-
4
54.38X
32.08X
13.54X
100.00X
1 PER EVERY 2 RESIDENTS
2 EXTERNAL AND 1 GARAGE SPACE
..~..
..' I....
.,~ll.
.'i~' ·
.~r.)~~
.~-~.
'......
: . - . /1 . - . - . - . - . -. ''-~2'CONC CURB
t n 1 ~r- .'-, f / / .;,~;; .. '\...
I I LA,. Bu!,/\jDARj 1\ )'\' v IS' '1, -'-:"
I' '-l.J (- / ,\
7'. ,"> , (1~ '/ n":/ ASP PVlv/T. ,..,,,,/'~-)I 1"'-;>
IT') M v / '/ 'k >0/
I 831Y ~cor---' ,-- ,----/-' -- ,-- -- - -- ---,-- --- - -- -- /-- ----rB.-~/cE-~~5,~!N!:: s~~y!_!~~//_ - __ __, __ .,11,. - -- --,--
I /"', ,!.N R In) (' ----------, p, /" / \'A 'L
. ~ '-- _ . \. /, .....:. \ ' .l! 1_
, Cr: -
! '-...,. t_ !.FV--:<? /,5.5' ;:. \, ,:') It'./ () p,
1(", 1.;)/ \ v',
I' t'J') r,. . ' '" .~' /
(~, (\;;/ :? "CO/\iC' (~'.Lji~)[-3 .~,
i
I
: 7T
I rUEPI-iOl.JE UNCS
4 'C(JiVe WAU(
EL EV::c: 2.5, 54 .
T[LEPflONL- 1')'0
POLr "'. '/
,- "v / 4" vVM
,
e
,.,k
.I
I
I
I
- !
MElAL~
SIrJt.1 J.
11
I II /--,\ I r) f./2" iF?
I (~'B 9,58)
-___..-.J /
I I{) 0,
,.(y 'v/
// ~,/ )I
----
4 ' .. Q "1,1/ f_- .-) 'l q , '~J" c: 'I '('R \ , ' I '
Uu n. ,.}e/, C',_ (iVIi :.AJ , ./ ("'l ' '1.. 0 r'" -t C,
. , '. 1 1') .j . (") 'J . ~..-'. ~: I r) -) , -:
f' _ __' ,- -. ,-- '..','...,." ------- ----------- ___tr~, t~~~~==_,______ ,___ ________,_ ,,~i~~~=__,__,__... ,,,_ _~__,_____~~L_d~~-.- __,
I I I i
. . i
I ADJA= =,,1-/ BUiLDING I
...... w;--'" T..I>.....-'
) \
)
J Il i") (.'(", '(/ A J .)'
L' lJ, _J ,/ ,,' VI .
..
14~1a '.
1. COMPACTION FOR PIPE BACKFILL SHALL COt.PLY WITH AASHTO T-99 (10~).
2. ALL RIGHT-OF-WAY INSTALLATIONS SHALL COMPLY WITH THE STATE OF FLORIDA
UTILITIES ACCOMMODATIONS GUIDE.
3. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH CITY OF CLEARWATER
DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
4. SIGNS AND BARRICADES SHALL BE PER THE FOOT MANUAL OF SAFE PRACTICES:
REFERENCE FOOT INDEXES 600 THRU 650 AND 17349 PER ROADWAY AND TRAFFIC
DESIGN STANDARDS LATEST EDITION.
5. A -MAINTENANCE OF TRAFFIC PLAN- SHALL BE SUBMITTED PRIOR TO THE
COMMENCEMENT OF RIGHT OF WAY CONSTRUCTION WHENEVER ONE OR MORE OF THE
FOLLOWING CONDITIONS APPLY:
A- A STREET IS CLOSED TO THRU TRAFFIC FOR PERIODS EXCEEDING
FIFTEEN MINUTES.
B- ONE PHYSICAL LANE SUPPORTS ~AY TRAFFIC MOVEMENT.
C- TRAFFIC LANE(S) NORMALLY DESIGNED TO HANDLE MOVEMENT IN
ONE DIRECTION ARE BEING RECHANNELED TO ACCOMMODATE AN OPPOSING MOVEMENT.
6. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN ONE (1) DAYS AFTER REMOVAL
AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHEN
EXISTING SID8WALK IS REMOVED , IT IS TO BE REMOVED TO THE NEAREST
EXPANSION JOINT.
7. PLACE EXPANSION JOINTS WHERE 4- AND 6- SID8WALKS ABUT.
8. SA~UT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB.
9. ALL DISTURBED AREAS WITHIN THE RIGHT OF WAYS SHALL BE COMPACTED TO 1001
MAXIMUM DENSITY, RESTORED TO ORIGINAL CONDITIONS, REGRADED AND SODDED.
HOMELESS EMERGENCY PROJECT
RESIDENTIAL SHELTER III
1003 CARLTON STREET
SCT 7//2" IF)
LS 30.35
F!\ILl 5/8" iF:
(N C) #)
0,90' S.
0. 37' W,
SIGHT TRIANGLE
.
.-
."
1.
, ,,'~~~:.:
10 ''pAL
I\}
r1~/
;
4 'eLf-' ()fT (},4' ---- -
ZONED .,DR
,
1,., ~,
26 "OAK
\
\
\
30 "OAK
~
SET 1/2" IR
ND 1" IP
'NO /I)
) SJ ., I C"
",<, "+ .,)
'"
,\..)' /'
rv/
1 ' r I ,- 'r{" ,- '). /
,.. { '( f I ) r I (1'. ,-- --.. .... ...-
'-, _ \.... J. L.
L5:,~ ,3C),),5
),27' [,
~~
"
// #
~
"
.-.-----.-.
Wade-Trim
SITE PLAN
WIII.IIlIIIIfIn MIIng rIIalIoIIIIIpI 011 a faInIaIIan ~ .....
1/ oj'
/:
~f" r; i/~)" /D
I v t~. '''--- I \
(LB938)
, ,
Fi'..JD 1/2" IF'
(/I" 'I' eCIBL c)
" ILLL". .c/
rl ?t;'
() 33' (\I
18"
, M tt:l1
S!(i1
11
11
~LI
iiI
~I
I ~ WOOD
i ! )!t---UGHT POLE
"
+,
(; ,'"I
/
ZONED COMMERCIAL.
,
o
'V ,-
".v I
II
/
1tl1 '{; 10>
,. ='0'
.II
!
CONSTRUCTION PLANS I
ill2272.05 0
C-2
M
g,
U
o
ll'l
o
a..
I
[
E
Cll
I-
00
c:
.c
o
'0:
~
a..
(0
v
o
o
c.-;
M
8
N
~
~
~
(f)
w
t=
::J
t=
:::J
o
Cl
a..
~
'0
M
9
cr,
rJl
c:
Cll
a.
c:
o
U
2
iii
c:
8
s
t:
~
o
D..
c:
o
t:
~
ro
1ii
'9
o
o
<(
u
E
(;
N
r--
N
~
N
~
a..
Top View
Approved Backflow *
Prevention Device
Water Meter Connection
/
Ford Regulator Adaptor
NOTE:
DevIce muM be 1n8la1led ....,
Ford Angle
Valve (Typ.)
~
L-
a)
Ell)
0"'0
~.-
CD en
::J
o
Flow
..
· APPROJED R.P. DEVICES
tterwy-Beeco Model FRP II
Watta Model _ or 008
Conbraco 40200
Meter
· APPROVED DOU8LE-atECK VALVES
tterwy-Beeco Model FDC
WatbI Model 708 or 007
Conbraco 40100
.s a)
0;2
::ten
12-
l
WATER METER WITH BACKFLOW PREVENTER DETAIL
N.T.S.
~1-1/2- min. th~
or match exf8tIng.
Patch
n=- Ropaco =iJ 5. ~~
4' Min.
MonolIthic Slab
If thla P-Ofnt ..
within 4' of an
exIatIng joint,
thM1 replace to
the Joint.
.0
.".. ..... - ... -..
o - :. T...'2-.-. -: - _ -:
- -.... . - - -
.-
T-e- until W exceed8
e', thM1 T-8-
3,000 ... Cone.
~Bae
T+2- (8- min.)
Compacted --/
Umerock or Shell
Undl8turbed Ext.t Ba8e
W
TI'WICh
WIdth
Varf_
18'"
MIn.
18-
MIn.
T-lhlclcn_ of
orfglnal Baee
~
Undlaturbed TI'WICh SIde
UndIaturbed Trw1Ch SIde
=-'
ASPHALT STREET AND DRIVEWAY
REPLACEMENT REQUIRED FOR
UTILITY CONSTRUCTION
CONCRETE REPLACEMENT REQUIRED
FOR UTlUTY CONSTRUCTION
TYPICAL TRENCH DETAIL
.
N
"-
: I d 9 5/8- · I
:Lt22f7////~
t
Cleanout Plug
.
.
"-
~
~
Plug
(See Note)
Concrete Pad 4-
Thick x 1'-6- Sq.
6- or 8-- 1/8 Bend
8-
13 1/2-
NOTE: Cleanout plug to be
U.S. Foundry 7621
or equal.
Sewer Main
CLEANOUT PLUG DETAIL
N.T.S.
CLEANOUT DETAIL
N.T.S.
-
-
-
...
_....~ _'II
-----
F"
- -
N
10 5 0'
~
~
5 10
I ~
1. = 10'
20
1
(D.I~1fI ~~)
MIN. SPEC. coveR
T
tmm.
CONC. ENCASEMENT OF SAN.
SEWER GRAVITY MAIN IS NOT
REQ"D. WHEN C.I.P. OFt D.I.P.
IS USED IN PlACE OF V.c.P.
OR P.V.c. FOR A MIN. OF 10'
EACH WAY FROM ct OI~ WAlER
MAIN.
"N. SPEc. COVER
WAlER MAIN VARIES
10" MIN.
HORIZON'T:~ cu:ARANCE
18'" MIN. VERlICAL a..
~~---Ol
SI=et~II~;IIE;;lIa~~lf'iiIlgl_
WATER MAIN
1a 1~
WAlER MAIN
(D,I'p. OR P.V.c.)
18"' OR LESS I
VER11CAl. a.. --1
~:~;--~~'t _.~>-~._:~ ~-~-_._-~-
SANITARY ~ · CC>>lC. ~ C1F V.COP.
GRAVITY MAIN OR P. V.c. SAN. SEWER IS REQ'D
WHEN 1HE VERTICAL a.EARANCE
BE1WEEN WATER .t SEWER MAINS
IS 18"' OR LESS.
V.c.P. OR P.V.c. SAN.
SEWER GRAVITY MAIN
c
WA TER MAIN Be SANITARY
v,c.P.- Vl1RIF1ED a.AY PIPE
P, v.c.- POl. Y\1NVL OfLORIDE
D.I.P.- DUC11lE IRON PIPE
BENEEN WAlER .Ie SEWER MAINS
IS 18"' OR LESS.
WATER MAIN AND
SANITARY CLEARANCES
N.T.S.
VARIES
'I
SLOPE (SEE PlAN)
a - ,.:. _ _
- w - ,', --, - - 0" ..... __', -... .. a _' . - _
. _ _ t: w " - .., _ 0 __
- - -.,. - - - - -.' _ r . . ~_
~ - -.- __ _ w ~_ :.-w _ :::. -:-... ':... _ __:_.. w: '-:'.:_ -:...._ _,_- w _._ -, ___ w .. _;.w_
.. : _ _.,;. - :!'" = .7'-:. .=: _ - _ -: :.- ~ .-.:-- -:-:.-.- --:= : -. .=.- - ._ - -,:-. "L-.: -. _
r nPE I POR1LAND CEMENT CONCRETE WllH 4000 PSI
COWPRESs.VE STRENClH AT 28 DA'1S. REINF WI exe 110/10 W.W.F.
12" SU8GRADE - ClEAN FINE SAND WllH LESS lHAN 10X
PASSING A 1200 SI~ COt.tPAClED TO AT LEAST 19 PROCTOR
MAXIMUM DIfY DENSITY.
DRIVEWAY APRON DETAIL
N.T.S.
HOMELESS EMERGENCY PROJECT
RESIDENTIAL SHELTER III
1003 CARLTON STREET
..~...
Ir"- ....
.,!\!!...
.'iP:\i' ·
~~P.)~"
..._~.
Wade-Trim
...............
4 'CONe WALl-(
'"
. .
. - . ---,.. . - . - . - . - . -. ......", L">' 'r"Ot,IC:,'
/ . (~ V _ (~/\cjf?l3
/ ,', ,..; 'C~)
C'I A r p"" I^JI"A r')), .r\.' ,;'.' ,0' ~)"
! toO' i ,~]I.,il,,! ,j J"'i, /\, 1\ :'> A cf') Di tA 1"1' , '~)/ "- ' /
" ' / ~'. . / . '" / 'L.' - I II './( I , "/ {_, '/
.' (1/ II" i 1\" {".
I,g;\1cur- ~y-- ..;. . ~ :..r.a::m-. /... TTJM!XfSIiN(;c:;AAi/7AR.f/-_. ....00 /.... 0 . -
IN R . ........., LA1EIW. AT R/W CONFIlII (' PK NAIL .
' " ~ 'f/ r--J'j ,
!! F v,::: } l;/i ') ,,', aiR" LOCATION OF INVERT PRIOR ,~/ I '1J !' , (.. . 'b' \,
LL,.. JIP" ~ ~\1IIn'LI U TO ~II'II'II\I" \I< .'-. i-' /_, ,--) ':,' ,": /' I ''f'L' c''''r)A,jr' ...,.
'f~ ~n:n ~J\"lIn .. ~1I'''''lIvn 1-/ r \,r"-'L ) "I I,.. L.r, '_,/,_ "
AND \ \PRF\IF"N1l:1R/ ' '/'1/\/('" 1~'L;lc\.'[r~1 L .,- .~ '~, POLC (!:~/ .f" lAd!
I \._~_...~../.~.&...- 1-/ ..../ L .~/ -" .. ~T VfiVt
t!
7T
/
I
':.,DI-fONF' LiNes
-.-
".::J,
"'~, &"
" \.,) J
SET 1/2" If':
LS 3035
FND 7/2" IR
(L8 938)
nV[i 5/8" I,h.~'
(/II (j #)
0:/0' S,
C.J7 01, 56 LF OF 3/4
PVC-SCH 40
"(Vi!,) 1 /7" IR
/, L. I / ~
('II' /1 I EnIBiLE-\
,J, L~ L'J _/
O. ~?5) ~;.
0,53' W,
..
.~')
(:~/
I
1\
'1 " /
t
4 'eLF on: () 4 .
11
:1
;1-
11
WOOD
"").{,.,."'--L l-d..jT POL' r.
/K" ,l,I,. "L
"DR
ZONED COMMERCIAl..
,
()
'.0
"\//
,\; ,/
/
26 "OAK
4. Jc~ L F-- ~--
30 "OAK
~ . - ."
I-~/V/) :/ /";? " l/~I
(1. f-:; ,9>..")/3)
SET 1/2" IR
L S 3055
,
q;,/
,
o
./l.. ' //
;/
"'-
''v)' :/
(\' /
/'
.. .- .. f"'- r) ,'). ~
,1 'I t' .. II" ,., ...... .-, -- -
. l..., t...,! '-. L.
""
"
""
"
""
"
,,'"
"
;-(') {ole '/^ J; 1--:0' '~RT .
.I, . j ,j (IV' / ,.I {'/
(,'
0-7.,,''''
/...-'~~.---
.-#/
----
,
~ 1 if ~~l .\J
Lr; ">./
, ......-
--- _......__.__,._".1 .. "-.-.--- . . .".-, 1
I I
I
.
I
t '" t./D'5
, 1/ if"
,
. {\
I-x '"'1 \J
: '~ \ 'i~..~'
1.11 ___
, I ..".~
L.!~__.
I
.
I
'[~ jA ......r~/'> '''''HURr,U B' 1/' [\1' I"
~, .J" /-'\ C, t. i \ i lj C./ ;~7 CJ L I j ('J l7
ZONED COMMERCIAL
PAVING GRADING DRAINAGE
AND UTILITIES PLAN
MIIIg ~ 011 a fIInIaIIan fi .....
1- = 10'
C-3 J!
I
CONSlRUcnONPlANS J
ZZZ2272.05 0
10 5 O'
~
SCALE: 1. - 10'
20
I
4 o/Ve WALl'\'
NOTE: IRRIGATION PLAN TO BE SUBMITTED
BY IRRIGATION SPECIALIST
. "
,---,-;,----------- .-. .
" "'-., r",-'()'/\/I" ('IIRj.-'
j / L I '- _/ /\.,/ \...J
I r) A T {', ',~ "
I- I C,\ (~u Ii i 1/(/; R'/ ,". (1/ 0)
,/,./ '", ' . 'J /,' 1 \ I '\' 1\ (~'
~.'/ h,'/ ~./
" r-, . I '\' ,,/ 'l' ./' (\,.' j'
~_; ; ,1 ~ ~1;/" / v _~' __ ,__ _ _/-' ,_ .". __".., __, __ __ _ ______. If--
uL)){ : I" / 1"-
,
\'
<' ,~
{)
" '/
"') , ,
'" /
"/
- -- -/- --- -'- -
,
/\,
A~O D\~AT ~
J! I ViVI /, "-.,'/
(l/
_ ,~_,__ TJ,5'~~S!/!\~~ _~AN/TAR,( ~
/, tf,lV/, '--- "'O- -- --
PK /VAIL
LANDSCAPE SCHEDULE
SYMBOL QUANTITY BOTANICAL NAME
QV 8 QUERCUS VlRGlNIANA
NOlES
i
1,-,
i?=.
I ':.:.)
; t,)
DESCRIPTION
8~ G~ON. 3" pAUPER
1~ -1~ OA X 8 SPR.
COMMON NAME
UVE OAK
N
! N B, ( ) ( ',----'--'----\
r"'; /-_. ~ ,'-.. r" \
,': L ,I; 0' J i " \
., .. \ ,', .. \
\
\
\
\
I^~ /1\/ P f). .,
Ix ELEV''"'2}, 54' TELEPffONE /:p
\ POLE -- "-. ' /
\ ." ( ~,
n;
/1~) I
./ \
, ,
r....... /T . '_
il/ ,/ CONC' CURS,
~~.12- X 38-
PODOCARPUS
PM 47 PODOCARPUS MACROPHYU.US
--...,~
T
'-'- T
I
i /
i TE! CP/-fONE Ui\'[ S
J
._._._.~._.-._.
15 GAU..ON
8" -tJ OA X 4' SPR.
WHIlE aw'E
M'1'RllE
LAGERSlROMElA INDICA
NATCHEZ
1
CM
" - " ~ " -r-, ,,", -:- A " ()
,,)!) ic)'" , r
"M 'f M) " "5P ',58 ''yV"),'} (/(/0)
3 ~ALLONI12- X 12-
380C
INDIAN HAWTHORN
RAPHIOLEPIS INDICA
4
IH
7 rll' '/p i
, , ',' \' '/
'~,c:9"48 '.12 "!:}', i
PM-13
QV-1
IND I" ;r~'
((1/(1#) Nr COR,
f7VL) I'! iF)
f-~ "-7'
__) .: J
(t.fO 1/) /VW i ~Off'
L (~.: r :/4 t I-~\:. ()()<." ,.)
/ C~ T J --1, f3L " "
QV-2
PM-34
PROVIDE SOD FOR
RESTORA 110N AS SHOWN
BAHIA
SOD
MISCELLANEOUS IlEMS
PREEMERGENT
HERBIQDE
ROOT PRUNE TREES
PRIOR TO EXCAVATION
MAKE A CLEAN CUT DO
NOT TEAR ROOTS.
GRANULAR FORMI APPLY TO
ALL PLANT BEDS AND SINGULAR
'fREES PRIOR TO MUlatlNG PER
MANUFAC1URE"S INSlRUC110NS
MULCH ~ DEPTH FOR All.
PLANT BEDS AND
SINGULAR TREES
ROOT PRUNE TREES
PRIOR TO EXCAVATION
MAKE A CLEAN CUT DO
NOT TEAR ROOTS.
SHREDDED CYPRESS
MULCH
CM-1
CONlRACTOR TO PROVIDE IRRIGA110N SHOP DRA~G FOR 1~ CCWERAGE OF SllE. IRRIGA110N SYSlEM TO BE FULLY
AUTCMA llC WllH ROTOR . MIST HEADS FOR All. lURF AREAS AND DRIP SYSlEM FOR All. GROUND COVER. SHRUBS
AND TREES. SUBMIT IRRIGAllON SHOP DRAWING TO OWNER FOR APPROVAL.
lv,
)
IH-4
QV-1
12 FT. BUFFER REQUIRED,
(10FT. BUFFER PROPOSED)
1 TREE PER 35 LINEAR FT,
100% SHRUBS
LEGEND
PROPERlY LINE
EXISTING CONCRETE
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED STAIRCASE LANDING
PROPOSED STAIRCASE
PROPOSED TOP OF BANK
PROPOSED CONCRETE WHEEL STOP
-# ~ SILT FENCE
TREE BARRICADE
ZONED MDR
ZONED COMMERCW.
0','
" '
, -
l~' 1
lRl
..'-'
----
~_._--
--~--
-------
~------
------
ZONED
COMMERICAL
,
<0
,{~/
/
-
1
@
QV-2
TBIL.LIGItm
.it. OAK 'TREE
. PALM 'TREE
. PINE 1REE
. CITRUS 1REE
o UNlDENnFlED TREE
,
o
(1' /
"t,~>'
/
"-, i " ':) ,u
______~___ "L~C:-l
I i
I
FND J" if'
//) : ',? :,~, flL,)C!., .3
0.,
(J, ! ,5' vV
ZONED COIAtERClAl.
ZONED
..~..
.'.'..'"
[::3:) Wade-Trim
a,.r.)~..
.~_...
-.
-
-
...
..... Ullr- ~.IJJ
-----
..
OMELESS E~ERGENCY PROJECT
RESIDENTIAL SHELTER III
1003 CARLTON STREET
j
I
!
o
~
LANDSCAPE PLAN
oR
oR
.
-
............... ..... I1IaIIOIIhfpI . a fIundaIan " ....a
MULai
TURf
PROVIDE MUL l1-lRUNK lREES WllH
A FULLY fOUA TED SYMMElRICAL CANOPY
fOR 50S Of' lHE OVERALL HBGHT REQUIRED
.~ '~'.' M ~ n~
I') ~ ,- ~ . ... .
,y,~, ,......'.., .,..,..'... ' 0
II t:= II == ~, . .., ' '. -
II == II == II == ~,~. - ~ I == T USE lRENai EDGING
~ DETAIL IN ALL CASES
4- 3- WHERE A MULai
PLANllNG BED IS
ADJACENT TO TURf'
lREES ARE TO BE GUYED PER
lHE REQUIRED DETAIL IS AT
niE INSTAllER'S DECRE110N
...I
~
S
/-
~
t-
O
i&J
<::t:
d~
<
~
~ ~N ~M-MW~~4Af1is.
Of' NOllF1CA l10N
lREE GUYING:
INSTALL PER MANUfACTURER
SPEClFlCA l10NS
TRENCH EDGING DETAIL
N. T.S.
~ ""\1&~~NG TAPE
:tIY~
~ '~f)
TiT ~ TfI{~:', :: : '.~ ~ ..., 1 · ',. ml ~ == == ~
IIV-- - .llH~.' · , , \ I,'. .', ~ = till ~ 1111 = III~ ffi
- _, ,\.. .. I-- - ~III- I--W
-:[IIL- ill = '~.\,' It!.~ .'", [Ill ~ = III ~ till = 1111 =[IIl ~
'- m - m ' '. ... , .' -. ~ :;:;:; ~ ;;;;;;;;;;; III ;;;;;;;;;;
- - . ... ' '.' 1# ..t. . I.. .. 1 1 ':" .. u ~ l'TTT II ~
\ ,,~BALL
,. __ PREPARED TOPSOIL
r:-. - ~~
~
~~
TOP VIEW 3D
USE lHREE ANaiORS AS SHOWN
MULai - 3- DEEP
q.- M!~.
~ TYP.~
PLANT ~HRUBS TO ALLOW 8- MIN. FROM BACK Of' CURB
OR EDGE Of' PAVEMENT TO NEAREST UMIT Of' SPREAD
3- HT. SAUCER
MULQi - Y' DEEP
o
. ;~-
,. ,. f6 ""\ 'K2 PlANT SHRUB 0 GRADE
~ '"' c;~w '\'; GRADE fOR PLANllNG
II "'" '.I, SHALL BE 3- BELOW
u ~~-~~, ADJACENT CURB OR
~ ~ro SIDEWALK
~
~:~t:jJJ ~1Iii'~TOP SOIL BACKFILL
w ~ ~ I:::: 1mltlrn~UJ SEE LANDSCAPING
~~~ ~ L=uJt:::: -= NOlES
'" ~: J E::mHt- ~
'\ ~..."" ::IJ!~ I e::mw l'
~ I:::: I:::: __ c
EQ. "-- ROOT BALL
SPREAD
(~ HBGHT: O.A.
.~ OVERALL HBGHT FROM
" ~ GRADE AT BASE 10 AVERAGE
HIGHEST fOUAGE
~/L
"'" ~ SPREAD:
. \. ~ I,.. ~~ ~ AVERAGE W1DlH AS MEASURED
~'"\. \ ~ ~ lHROUGH 1REE FROM SIDE TO
~ ~ l,r ~ ~ SIDE IN 2 DlREC110NS AT 90" ANGlES.
Y .-/f ~ PROVIDE 1REES WllH A FULL
"" ,\ r' . ~ lHREE DIMENSIONAL ROUNDED
~ ~ ./ -L fORM.
-- ~- .............--., ~ ~
~ L, L~.. =~\ff~clES~~~ER
~ ~ ~ lHAT REMAINS INTACT.
~ .,- L
- ./ ~.,...)
7' --
.-. --
.. .F:1l ~" "1:_ 0'0" I.
MUL l1-lRUNK lREES ARE TO EXHIBIT
A FULL FORM WllH HBGHT AND SPREAD
SIZED AS SHOWN ABOVE.
lREE QUAUTY IS FURlHER DEFlNED
IN SPEClFlCA 11ONS.
SHRUBS ARE SUB.ECT TO IDENllCAL
QUAUTY AND SIZING STANDARDS.
..
.. ... .. ... I.
.. .. ,. I.
I .' .,:.' . 6' .' .,:.' . A' . . II ~ _ ,.
'. .. .. .. . II........ ~
.. . .. . .. . .. . .. . ---II.
. .. . . .. . . .. . . .. . ... ...... ...- .. ..~.
l.., D:I _ 111::r.:.r~ w
- i-- - -- = = -I.LI.P :r~~,
m !rn Ifl II rn Tn I- = .." .~.
- ~ = - = = ~IF . ."
~m-mnl= Tfl:::ff~Tr::. II::::JT.....-.. . 'w :;rn;;
= - II II = 111:::111::: I r- "'111'......, J::3J
_1'-
ra:::::_
D
D
BALL DIAMETER
PIT DIAMETER
..
....
D
MULTI-TRUNK TREE DETAIL
EQ.
Eel.
BAU.
UlI'\MI: I t.K
"
N. T.S.
PIT DIAlttElER
~...
~~
~/
~
'v~/
:A
......
CIGAR CUT:
BUD TO REMAIN INTACT
lRANSPORT W/O LEAVES
SHRUB PLANTING DETAIL
N. T.S.
REMOVE BOOTS FROM lRUNK
WIRE WRAPPING
2- x 4- PINE BATlEN
WRAPPED W/5 LAYERS BURLAP
~'f
~'A~
..,~ ~~ ~~
~~\ ~~
~\..~ ~~~
q ~~
~v<<
~~.~ ~~
~~~~
A/
\~ t
w - - -- -"". / '-- "'-
I~ ... . ,,, 1- I' ^ .... ~:.L..- '7 'JW ~ .- .
~ I ; rdTTIllimll ~~ .<<:.~ ~ .<. ~ : J!3W. ~ lIT IIJ1!f;L~
~ l:::::tl'?l <.:-.~:-:...~~; ,....~
PlANT 1llEE · GRADE & ~m~ m~1 [g;ffi~ fIT: ~~
I...... III-a! .. " NOlES
NOlE: OMIT SAUCER IN
SODDED PARKING ISLANDS
-
~
! ~ \
o l........ BASIN OR SAUCER W!MULai 3- DEPlH
LANDSCAPE SCHEDULE ~ /\\
SYMBOL QUANTITY BOTAN~,(L NAME PCCoMMqf N~ - ~pA"'~~~'~
QV 8 J:YZ 111 _~ ., ~1I.f; '*'-- ....~ !IlL ~'IiI~-
. ~LT.. ,"'. " ,'" , ~ '::'-:_' ~ JnmtftslllF==t ~
I ~~~YlJJS W POD_ .~~:- . ~ ~~~ ~L
, . "':_: ' VARIES __ _, .." - ROOT BALL
N !lA 'I. M~ICA ' \Wil ..'.... II '~.=~~ ~L. WASHED IN AND
liD II ~u"'I'& _1_ -1'rI I j, TAMPED DURING PLANllNG
I ili.. i1~iIT'" ~~~JBIlJNrAND TO PREVENT AIR POCKElS
2- x 4- P.T. PINE BRACE
NAILED IN TO BATTEN, DO
NOT NAIL IN TO TRUNK ANGLE
o 60 DEGREES. 30 TOTAL BRACES
aiOlCE Of' lREES \Wilai ARE TO BE
GUYED . PER DETAIL IS AT CONlRACTORS
DlSCRE11ON,DOWNED 1REES WILL BE RIGHTED
AND GUYED WlnilN 24 HOURS Of' N011F1CA l1ON.
GUY DETAIL
DUCKBILL 0 lREE ANCHOR
SYSTEM, INSTALL PROPER
MOOB.. PER MANUf AClURER.
1-800-325-5380
CONTAlNlER ROOT BAlL
ALL lREES ARE TO BE SELF -SUPPORllNG
AT lHE llME fO PLANllNG. STAKING OR
GUYING IS SOlELY TO PRE\94T OVERTURNING
UN11L ROOT ANCHORING OCCURS.
12- LENGlH \WillE FLAGGING
TAPE. ALL lHREE GUYS
PM
47
PLANllNG GRADE 0 3- BELOW
TOP EL. Of' ADJACENT PAVEMENT
MULai, 3- DEEP, SEE
LANDSCAPING NOlES
3- HT. SAUCER
~
CM
1
IH
4
PALM PLANTING DETAIL
7
SOD
BAHIA
PROVIDE SOD fOR
RESTORA~ AS SHOWN
MISCELLANEOUS ITEMS
PREEMERGENT
HERBICIDE
EQ.
EQ.
BAll
DIAWElER
PIT DIAMETER
EQ.
~.~
I .
. ,)
.. " ~
---
TOP VIEW
USE 3 ANaiORS
AS SHOWN
GRANULAR fORM. APPLY TO
ALL PLANT BEDS AND SINGULAR
'TREES PRIOR TO MULCHING PER
MANUfACTURE'S INSTRUCllONS
MULOt 3- DEPlH fOR ALL
PLANT BEDS AND
SINGULAR lREES
MULOt
SHREDDED CYPRESS
TREE PLANTING DETAIL
TYPICAL EXlERIOR lREE
NTS
CONlRACTOR 10 PRO\1DE IRRIGAl10N SHOP DRAWING FOR 10mc COVERAGE OF' SllE. IRRIGAllON SVS1EM 10 BE FULLY
AUTOMATIC WllH ROTOR ct MIST HEADS fOR ALL lURf AREAS AND DRIP SVS1EM fOR ALL GROUND CO\€R. SHRUBS
AND lREES. SUBMIT IRRlGA l10N SHOP DRA~G 10 OWNER fOR APPROVAL
NOTE: IRRIGATION PLAN TO BE SUBMITTED
BY IRRIGATION SPECIAUST
~
~ - ... ..:
- III - F.a .. F.a ..
~ ..
-- ~ ...
- oR .....11 RIAl
-----
oR ... - .
I ... ...
O~ELESS E~ERGENCY PROJECT
RESIDENTIAL SHELTER III
1003 CARLTON STREET
.~~.. I~
..~ I~. .
t:~!:J Wade-Trim
Il,.r>>~
.~-~.
............... ...... rIIIIIIDIIINpI on a ............ II ......
\ )
D. B. H.
DlAMElER BREAST HBGHT MEASURED
o 4.5 fOOT ABOVE GRADE.
CAUPER (CAL.)
DIAMETER MEASURED AT 8- ABOVE
GRADE
.,
PROVIDE - ROOT BAllS OF MINIMUM
DIAMETERS AS SPECIFIED.
CONTAINER GROWN lREES WILL NOT
BE ROOT BOUND OR HAVE RING ROOTS.
lREES SHALL HAVE A SINGLE SlRAIGHT
lRUNK fOR SOX Of' lHE O.A. HEIGHT
HEIGHT MINIMUM. fORKED TRUNKS AND LOW
BRANailNG SHALL NOT BE ACCEPlED.
PLANT MATERIAL STANDARDS
NTS
LANDSCAPE PLAN
~
Ii "
tI/~jo~
ISDlE 1-='0'
j
sam 1-2 {
~
AA ~rPI .A W ,.1",1'1 I
lilT} 11-05~ 0