FL01-08-26 (3)
FL 01-08-26
211 - 217 Dolphin
Point
Gray Dolphin
Condominiums
, .
> .
, J
~
~J
! :.: i. f'" \ I" 'f. J ( ) t\ f
. ~ <" \ ! \ ;; 1"\!
. ..6\/: t.
, "
, .
'I
~'J
. .~
~ f-.: r F~: \j ~ fOJ' () i\j
-,~ .. d /-\ . I
,\
-
" , ) .
I /ei j r'it\. () ~.~L~J r Pi .\r~ [I- f~
f- ~J,~)f 1 f /4'\ 1 r J I. CH r ()~~[ '(
VI~J (I, 'M< /,flfJI U ~ iVJCI t,
fiAf<')i p~ t,I'JK l;il):~J(~
f)l\iN ft [) I,ICH r cr<l Y
I i 1\ f < [) I T f ( i M . fJ A I ~ J T UJ ViH I r L
C~~i'J 1 f<()l JUI~'~ r ~- T YP
't \'1 x 1 /~) 'r) C F M f ~ J !
i-> i ;\ (; r F r~ [L'\ N [) f.) A 11\ r r u
" '-1
/
I
/
I
I
" ~ b"1 x"l"w !..WCOf~J\ fiVE
~)IJ::J;OKcl<S lYP.
') r IV J l) I "J G 'J [ A M
~.~f ri\' ~~OO~-
~i I : _ : _ f 1 ~J ~) H
I
I
I
f
I
/
/
/'
/
f -~. r< () j\J 'I ~ F::'.A f--~: V j\ . f-' () f\.1
( ) ( J \: f I (j
t I I} ~
l /\ r I ~ );' ~ J.\ I ~ .- !. l J I
t ., t t 1 f t .. l ,
I "',
, .
, r
r~) F:: ,\ r ) f-~ I F:: \/ J\' f'" I C) ~J
r \. ___ r r \ _,.~ ..-10 _-A I I
-- --...~-~~~------~ ------------- ----- ---~ --- ~-- ---
e (" A I [. , /13'j = l' _ ,.
).; _L, , ( (J
~ t-4 I j'~ 11)~_:()~
.
r '_
, !
.
~ ~~,
() f !
.t)
(
, ,
()
f
- 1,
-t ~ I ~ (
" ,)
r~(~;r t1t:l)t;
'f '
t
" ' . ; '\ ~ (
t '-\ ~ '\ r
..-"
o
~
,~
~ril1;n
LEGEND +
ABBREVIATIONS
MATERIALS LIST
F==> ~ L- ~
E3L-L-J~~
~ ----r ~ E: E:----r
PRO.L NO. : PC132OOI(
8CALE: 1'. 40'-(1'
DATE: 0&-08-01
DRAWN BY: KO
QEQ( BY: J1K
REVISIONS
D
D
D
SYM
QTY
BOTANICAL NAME
COMMON NAME
28' ASPHALT PAVEMENT
SPECIFICA TlONS
40' PUBLIC RIGHT OF WAY
@ = Sanitary Sewer Manhole
@ = Drainage Manhole
<D = Telephone Manhole
~~
(~
NORTH LINE OF S.W. 1/4 OF S.E. 1/4 OF N.W. 1/47
487.58-
<:J
~
Q
o
o
<8
o
~
@ = Electric Manhole
CID = Water Meter
M = Water Valve
IllI = Gas Meter
& = Gas Valve
lEI = Electric Transformer
III = Telephone Riser
mJ = Cable Television Riser
. = Traffic Control Box
11II = Grate Inlet
..... = Traffic Sign
.. = Mailbox
~ = Utility Pole
E- = Guy Wire
<> = Guy Pole
x) = Light Pole
o = Iron Pipe
. = Iron Rod
G = Concrete Monument
A = Nail
-0- = Benchmark
" = Bore Hole Location
IfiI = Fire Hydrant
em = Electric Switch Box
~ = Sewer Cleanout
.", = Flag Pole
.... = Parking Meter
~ = Delta
R = Radius
T = Tangent
L = Length
C = Chord
CB = Chord Bearing
-SAN- = Sanitary Sewer Line
-If - = Storm Sewer Line
- UI. - = Overhead Utility Line
-w -w - = Water Line
-....- = Gas Line
-1UlC- = Underground Electric Line
- T - = Underground Telephone Line
. . . . . = Wire Fence Line
-11--11-- = Wood Fence Line
-x-x-- = Chainllnk Fence Line
. . . . = Guard Rail
6. = Handicap Parking
S.N.D.
N .89-09 -.::34HVV.
22
Lagerstroemia indica 'Tuscarora'
Crape Myrtle 'Tuscarora'
B/B. 12'-14' Oah X 6"-7" spr., 4" caliper
r~' DECORATIVE
I FENCE, TYP.
46
Quercus laurifolia
Laurel Oak
15 Gal., 8' Oah X 4'-5' spr., 1.5" caliper
.
~
S.N.D.
~ .. 20~1t'
!'l g
"Of N
:- N
o '
o
.
(f)
~
103
Quercus virginiana
Live Oak
B/B, 12'-14' Oah X 6"-7" spr., 4" caliper
j
- .
23
Sabol palmetto
Sabal Palm
B/8, 10' - 20' c.t. ht.
120
80
40
o
30
Syagrus romanzoffiana
Que~m Palm
B/B, 10' - 20' c.t. ht.
(0
(0
o
o
I
CO
10
N
1 "
ft
40
Scale
Lagerstroemia 'Muskogee'
22
Crape Myrtle 'Muskogee'
B/B, 12'-14' Oah X 6"-7" spr., 4" caliper
N .189.09, 34..",1/
160.72'
Ol 16.2'
f'T
Lagerstroemia x fauriei 'Ton to'
Strelitzia reginae
21
12
Semi-Dwarf Crape Myrtle (Red)
Bird of Paradise
7 gallon, 60" O.c.
7 gallon
z
o
~
~U)
::s~
~~
~<r:
~
.u
ZO
<r:U)
::sU)
~<r:
ga~
<r:
=0
-
t':l
....
CO
--
S.N.D.
Ii .9'
/
:z.::
@) \ ..,~ 0
~~ ) ~ 0
:a". ~--, ~
* .J .5'~
, m
(~~~
-,.1 ~~ ~
\ ~ ~~.
~~ )l:~
~Pj I~
1.2'
11II
lD
10
N
N
...
.1 ~
@ ~ )
15.0' r
F=--
~~ '.
/Q;\ '(S\. '.
V
~
W
J
Z
W
>
{
461
905
443
26
Viburnum suspensum
Ixora 'Nora Grant'
o
o
3 gallon, @ 36" O.c.
3 gallon, @ 36" O.c.
3 gallon, @ 24" O.c.
31 gallon
Sandankwa Viburnum
Ixora
.
W
J
Z
W
>
{
,.{
~~G
l' ~O'l\~
o. ~'~\'vQ
9 ,.{ ~v
<<ot~~.
~ ~t1o;.~<e; 90. _}lWl -
~""'~~:~t<:-:\ ' ~
. IV . J
. .. '" 1
C/)
E-i (0
C,) 0
~ (0
E-i t':l
""""4 t':l
=
C,) ~
p:; ~
< ..
~ <
~ ~
< ~
C,) <
C/) E-c
Q
Z E-c
j rn
<
:=
E-c
~
o
Z
.
Raphiolepis indica 'Alba'
Bougainvillea glabra
Dwarf Indian Hawthorn
4'
CONC.
WALK
Bougainvillea
.
I-
Z
W
~ ~7
:. IX!
<C 0
10
~~
o
~ ,<:J \
~2'0'~
~. <:J
~ ~ ~~, "
~ lO 1 In:- ~'\
I .10~
\ 1
-_/
,:2~.:,6:: ~
i)
266' :p 0
~p
10
~
T
L
P
H
A
S
A
320
Trachelospermum jasminoides
Confederate Jasmine
gallon, @ 24" O.c.
.
.
Lantana camara 'New Gold'
147
Gold Lantana
gallon, @ 24" O.c.
.
.
@ "';~ 11 f) l/l~
~' ~~ L~1 ~i
......j ~o IS> --~~~ ~~
...... 1:1i <?~ .;0- _ sa.
IS> . - ~
~ <?~. \
....1,..
~~
BIKE RACK
Liriope muscari 'Evergreen Giant'
2,512
Giant Liriope
gallon, @ 24" O.c.
II
o
00
.
f\
10
(()
-,-~
;)
'2- 1 10
: ~).~~ ,~2
1 ~"~
,pi ~
ft
-l
"@ Z ...._~
10 D ~ ,
....81~ ~~
ill C-+), /
'--
.
~
N
10
.
TBD
Stenotaphrum secundatum
St. Augustine 'Floratam'
S.F., All unplanted areas shall be sodded
.
-
o@
o
o
~
z
w
w
[
G
6-
lW
@e'
~':~':::::"
.hP.=':::':':':':':':':':':':'.: '::.
~
.
~
GENERAL LANDSCAPE NOTES:
Best C
Avail
opy
able
I"-
o
N
N
1
I
\
.c:::::[,. ;~.~:' '.
~.--r~ G ~ ll'J1D
L..-....L 10 Z 10 . ~
Q.~
<:J ~ 12-- ,
.a.<4J'..5~ _
""'_..1 ')' ~
'~ ~ -r:'
~ ~@ - --
. <C 8-'
>- co .
0:: 0, /
~ Z 10 ~__"
<:Jj{ ~ ~
0l~b'~ ~
<:J c:::::[ ~ ~ ~ .D
c::::f , , ~,~,~:,.
.';~:~:" ~ " ~";~'~:".
. ~~ lO ~ r;0 ~ r?A .
~::! ~ ~ m W.
~.2~ ~I- 2.0.r-, ~ ::>0 ... ~
~ V" <:::::.:{ .' ~ ~"~
~@ n a. ~(g):
. ~ "'W"'- . <C ~
g ~ go P ~gUSTINE\cC::::: g ~ \;~,"~
z. .; III
O. . <C Ei1
III ~ ~~
~ 20 ~ C::i 2,0' ~ ,~'".~
~ @ ~ ~;-
g~ ~ P c:::j 0 ~ ~ ·
10 :) ~__~
26.6' ~ ~ 26.6'
......... ..........
.' ~~,~:.. J:::o
1/ .6-,. 0 p <:J
I ~ 0
r-, 1 0 Cl lO
--~~~ ~
~ m2.~
~ G i~1 0
r\ .oj ~ <C ci
~ ~(J) 10 (?\
.~ ~
~ ~2'0'~
~ (;l
~. (J) \..;,J
. i.L~E~
26.6' '1---1
..........I---i
~r:~~ ", ,"
JII "'"'Y1-" -....., ..-
Q~ ~'" .^~ ~ ~ J..~o~- --- 1-___181 .._~ -~:- 1P 'I;;;
"- ~ ~:..\ '" S 0 ~. f/J SJ ._~~ ~ IS> . /}9 P
. ~ ~o <? .,. ^ ~::! g ~o 0 ~ ~ Vi....
o 't"'i ~. o' ~~ '.). 1 -, IS> ~-;n. '""" o~ 15 . -
. ~''''''':..\ 0) .., ~ ~. I <? :..\J... . 0) llJ ^
~ . \l}~ ~ '"'~" 0 ~ \7~ .= \ """. \l}~ ).." o' -
(J~. \\ Y~I''''' 'I tf t .(j-== ~. ~~ t\ 'Q!lJO)~<a.;o
· \ ~1-\' 10.- oQ' 'rt/-. ~\ ~ oQ' ,
. ~",\@)"''''' t ~,l{ ~:.:..~ ..___ __ ~.QJ... l{
~~:::.::i:::::....~ ~~.~~_Qig:..r ~~1.~~~.. /tW&C' ~_~~:.,...r- -"I-Wjx~~~ry~
.... . , ' .. ....: .... . ,~... 6
.. :.: :::.:. .:"1 I':::' ,". IS- 48 ':. .:: 4" 2-
::.:.:.:. :.:.:.:.... ...I
- (..'~ .~. -~ ) - - \ _ _ j...... ENLARGEMENT D
''^- "---~------,- - REFERENCE SHEET L2
5
1. ALL LANDSCAPE MATERIAL SHALL BE FLA. NO. 1 GRADE OR BETTER, AS
SPECIFIED IN GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND
II, BY DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMENT OF AGRICULTURE
AND CONSUMER SERVICES, AND SHALL CONFORM TO CURRENT AMERICAN
ASSOCIATION OF NURSERYMAN STANDARDS FOR NURSERY STOCK. LANDSCAPE
MA TERIAL SHALL BE PLANTED ACCORDING TO SOUND NURSERY PRACTICES.
\0
II
II
1~ 00
I~ ~
\~) U 10
&.~~
,
'~
fW;- ,
1 ,
17~ eo'
~'- ~ ri
'~
1S~
-'
Q)g
~
N
II
({)
o
.
o
o
.
z
en
~
Z
.W
~
li:
<(
a..
<(
w
::>
z
w
~
C
o
o
~
z
w
w
0::
(!)
Cl
Z 10 .,_
15
-l
::l
m~
ct)~ .)
-~=!!l"
gD
~
~
Cl
z
Q
-l
::l
;2.0p
w
~0 0
~ . [p
<C IX!
o
~ ~ ~
~~
~2.0'
0::
~
(J)
<:J
z
<C
.....I
a..
W
a..
<C
U
en
o
z
<C
.....I
2. SHRUBS SHALL NOT ADVERSELY IMPACT EXISTING TREE ROOT SYSTEMS AND
AND BE FIELD ADJUSTED IF NECESSARY.
uJ<
>g
<~
glt
;:a:
Ii
~L5
ad
@J
W
II
II
~
o
II
f
o
.
o
o
.
U)
I-
I-
3. ADJU~)T TREE LOCATIONS AS NECESSARY TO AVOID UTILITIES, OBSTRUCTIONS. ETC.
SEE ~'Ai"ERIALS LIST FOR EXACT SPECIFICATIONS.
.J
.J
<C
~
~
W
~
<C
~
V~
1\ .oj
.....
~~
~
4. ALL REQUIRED TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM
IMPERVIOUS SURFACES, ALL SHRUBS 2 FEET.
5. AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED
TO MAINTAIN THE LANDSCAPE AREA IN A HEALTHY MANNER AND PROVIDE
100% COVERAGE. SEE IRRIGATION NOTES.
6. THE CONTRACTOR SHALL SOD ALL DISTURBED AREAS. ALL PLANTING
SHALL BE MULCHED TO A 3" MINIMUM DEPTH WITH AN APPROVED ORGANIC
MULCH.
I
I
Q.
Q.
(J)
(J)
<C
<C
~_' <:J
o ~ .... "
~ ~ 1~
, 6//
'.....--"1
;::::.:: -j;;~
~
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEAN UP OF PREMISES
AND REMOVAL OF ALL DISCARDED AND SURPLUS MATERIALS, AND RUBBISH.
8. VERIFY THE LOCATIONS OF EXISTING TREES. LAWNS, AND SHRUBS. REMOVE
EXTRANEOUS MATERIALS SUCH AS ROCKS, BRANCHES, BUILDING MATERIALS
OR UNACCEPTABLE SOILS PRIOR TO PLANTING SOD, TREES, AND SHRUBS,
WHERE ENCOUNTERED.
9. CONTRACTOR SHALL BECOME ACQUAINTED WITH THE RELATED PAVING,
SITE GRADING , AND ALL UTILITIES (INCLUDING WATER, SEWER, AND
ELECTRICAL SUPPLY) TO PRECLUDE ANY MISUNDERSTANDINGS AND ENSURE
A TROUBLE FREE INSTALLATION.
10. THE EXACT LOCATION OF ALL EXISTING STRUCTURES, UNDERGROUND
UTILITiES, AND PIPES MAY NOT BE AS INDICATED ON DRAWINGS; THE
CONTRACTOR SHALL DETERMINE THE LOCATION OF THESE ITEMS AND
SHALL CONDUCT HIS WORK IN A MANNER TO PREVENT INTERRUPTION OR
DAMAGE TO EXISTING SYSTEMS WHICH MUST REMAIN OPERATIONAL. THE
CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY
SERVICES WHICH MUST REMAIN OPERATIONAL AND SHALL BE RESPONSIBLE
FOR THEIR REPLACEMENT IF DAMAGED BY HIM.
.
.
i-I--_.
z
.~
--
V"
ENLARGEMENT C
REFERENCE SHEET L2
..
I
~ 6' D CORATlVE
I FENC E. TYP.
.
I
I
..J
.
.
@ @
e' DECORATIVE
FENCE. TYP.
..
CHAIN LINK INSIDE
e' DECORATIVE FENCE
W~J:::::~~:J:::J E~ 0
::-: ~ .'... ... . ... . . ;';':~.:.:'::::::::::'.:.:'
~.~6~: ~ ~ :6,;;'
~o Q'0
~ ~'" ~~
IS) ~~ 9~ ~ ~- ^ n i ~
o ":.\~ . o' ~IJJ .
'''''''. 0) ~ -~
).." 0
\ \ ~~_ oQ'~ 0) j~
6 cL' -if \\ I~ &ll~ c
.~ TfI G\Q"'i g~ · x, ~
'\ \ ~ 0 ':::::-r. t:;~ . ,
e,' ~ ~ < L ;".;;;.
o ,\~ ~~.~. .~.~. evwP II:::':':::"':
2~~~ I~ 7f\ :t'.::'::~'
o"~ WAL ~""IT'~ \(""j
,.... -
a~~J)( ~
@
u5' Cl u5'
t=! Zo t=!
<(0<(1->- <(
Uu.en Zzu
ClWOOZCl<(wo
~F:enw<(~o::l=en
(J)a.....J0::0-(J)
(J)w<((J)a..wu.O::<(
zo:: .u. 3:
o<(~(J)(J)(J)Z ~
i='-'ZF:~~O~Z
<(zO oo::~I-O
~3:~0::~1-0::1-~
::J<(~~...JWO::::>~
WO::W ala..ow
ClO~Ou5' o:::r:~
WI-OOI-
u5'~za..a..I-03:Z
I- :r: <( Q ".'IV . <(
::::> I- ~ ,.. "7'"
Ow'
>->-0
<(ala::\".
...l <:(i" .
o :;b'tiJ
vi t=! !,";;' ,
I- 0\ '
0.. -.
W
o
Z
0,
0/-
(
l\
"
Q.
~
"V'
~
~
~
'~ .j
-
...........-...
\:. ....]
........r
I-
.~/..\
...--.. j'-.J '\"
~ . TOT LOT
IC~
I
-l
~
~
<C
m
0::
::l
o
o
~
o
.
N
r
~
I
Q.
"
CLUB
HOUSE
(J)
10 12-
0*
11. LANDSCAPE REQUIREMENTS ARE PER SECTION 24-3 (E); FINAL APPROVAL
SHALL INCLUDE EITHER A LANDSCAPE INSPECTION CONDUCTED BY THE
PLANNING DEPARTMENT (ZONING DIVISION) OR AS-BUILT CERTIFICATION
LETTER FROM A QUALIFIED PROFESSIONAL THAT THE LANDSCAPING IS
INSTALLED AND FUNCTIONING AS INTENDED. IF A PHYSICAL LANDSCAPING
INSPECTION IS PREFERRED, CALL THE "CONNECT SYSTEM" AT 407-836-2825
AND USE CODE "270 TO REQUEST A LANDSCAPE INSPECTION. BE ADVISED
THA T PHYSICAL INSPECTIONS WILL BE CONDUCTED ONLY ON TUESDAY AND
FRIDAY. NO SET TIME CAN PROVIDED. SCHEDULES ARE SET AT THE START
OF EACH DAY AND INSPECTOR HAS NO PHONE OR COMPUTER IN THE
VEHICLES.
12. CONTRACTOR SHALL CALL SUNSHINE STATE ONE-CALL AT LEAST 48 HOURS
PRIOR TO DIGGING. (1-800-432-4770).
<C
"....
~ ~~-~~ V--
. "~,.j~ .. .
;; ", .L';;"~S" , ""':';1 ~ )~
~ ....... ............... 70
.
~
I~ 1
8 ~
S.N.D
~
'-
/
"
o
@
SOUTH LINE (F THE N.W. 1/4----1
S:N.D.
@
S.S90 1 6'07HE.
634-.36'@
~ ----r F< E=: E=:----r
F==> ~ L- ~
E=: ----r --r c::::>
U
::0<::
26' ASPHALT PAVEMENT
60' PUBLIC RIGHT OF WAY
TREE LEGEND
{-
-:f
DIMENSION VARIES
C>
C>
C'\J
PLANT TO BEAR THE
SAME RELATIONSHIP TO
FINISHED GRADE AS IT
BORE IN THE CONTAINER
:~~ K~~~"~}iJ~Wr ~~GS!~~ES
DRIVEN BELOW GRADE. ALL WIRES TO
BE MARKED WITH FLAGGING TAPE.
3" MULCH LAYER
6"-12" TREE SAUCER
PLANTING HOLE TO HAVE
- VERTICAL SIDES
~:- .
PLANTING MIX TO BE COMPACTED
TO PREVENT SETTLEMENT
...-t
..-t
~
~
.
.
y
*
.
~
.
MAGNOLIA
PAPER
,.:..:
"<T
O.
..-t
GENERAL IRRIGATION NOTES:
"<T
C'\J
OAK
a.
w
(/)
c
o
:::E
ORNAMENTAL
1. AN AUTOMATIC IRRIGATION SYSTEM PROVIDING COMPLETE WATER COVERAGE FOR
ALL REQUIRED AND OTHER LANDSCAPING MATERIALS SHALL BE PROVIDED AND
MAINTAINED AS A FULLY FUNCTIONING SYSTEM IN ORDER TO PRESERVE THE
LANDSCAPING IN AN HEAL THY GROWING CONDITION.
DECORATIVE BLACK ALUMINUM FENCE WITH
SPEAR POINT FINIALS
FINISHED
GRADE
FERN
PALM
6'-0"
3" MULCH LAYER
FINISHED GRADE
PLANTING BACKFILL
EXISTING SUBGRADE
en
3
U
2. IRRIGATION SYSTEM SHALL BE INSTALLED SO AS TO MINIMIZE SPRAY UPON ANY
IMPERVIOUS SURFACE, SUCH AS SIDEWALKS AND PAVED AREAS.
3. IRRIGATION SYSTEM SHALL INCLUDE A RAIN SENOR/SHUT OFF DEVICE TO AVOID
IRRIGATION DURING PERIODS OF SUFFICIENT RAINFALL.
4. UNDERGROUND IRRIGATION SHALL NOT BE INSTALLED WITHIN THE DRIPLlNES OF
EXISTING TREES UNLESS ROOT PROTECTION MEASURES ARE PROVIDED.
5. RECLAIMED WATER SHALL BE USED FOR IRRIGATION PURPOSES.
PINE
...-t
a:
...-t
.-J
~
U
o
o
3
C
W
Q)
c...
en
~
~
...-t
C>
C>
LD
r--
C>
u
~
::0<::
,.
120 DEG
LAUREL
EXISTING SUBGRADE
PLANT TO BEAR THE
SAME RELATIONSHIP TO
FINISHED GRADE AS IT
BORE IN THE CONTAINER
PLA~mNG HOLE TO HAVE
VERTICAL SIDES
CITRUS
....-,
" ,
1 ,
f . '
\ I
, /
......--/
EXISTING TREE
TO REMAIN
~'
TREE PLANTING DETAIL
DECOAA TlVE FENCE DETAIL
SCALE: 1/2"=1'-0-
SHAUBI GAOUNDCOVEA PLANTING DETAIL
)I(
EXISTING TREE
TO BE REMOVED
120 DEG
NOT TO SCALE
NOT TO SCALE
GOLD LANTANA, TYP.
IXORA, TYP.
.
GIANT L1RIOPE, TYP.
SABAL PALM, TYP.
VIBURNUM
SUSPENSUM,
.
ENLARGEMENT A
SEMI-~
CRAPE MYRTLE
VIBURNUM
SUSPENSUM, TYP.
DWARF INDIAN
HAWTHORN, TYP.
u
:><::
.....
o
o
ru
-q-
L.O
ro.
-q-
o
..... '
c"
'r) i
--~\
TREE, TYP.
-q-
ru
0.
OJ
(f)
c:::
o
::E
ENLARGEMENTC
en
3:
"Cl
ru
--l
,/'
"Cl
o
o
3:
c:::
OJ
OJ
C-
en
,/'
.::..:.
.....
o
o
L.O
r---
o
u
,/'
:><::
+
VIBURNUM
SUSPENSUM, TYP.
GIANT L1RIOPE, TYP.
BOUGAINVILLEA, TYP.
LIVE OAK TREE, TYP.
IXORA, TYP.
QUEEN PALM, TYP.
GIANT L1RIOPE~ TYP.
LANDSCAPE DATA
Perimeter Requirements (Apartments):
Required: 1 Shade tree per 35 If = 63 Shade trees
10096 Shrubs
Provided: 63- Shade trees including existinJ trees to remain
Shrubs panted along building perimeter to maintain visibility both
into and out of site
Interior Requirements (Apartments):
a..t C9PY
.4 "........
Required: 10 96 of gross vehicular use area = 6,202 square feet (st) of
greenspace
1 tree! 150 sf of required greenspace = 41 trees
5096 of greenspaoe shall be panted with shrubs = 3,101 sf
Proposed: Greenspaoe exceeds 6,202 square teet requirement
92- trees provided. This exceeds requirements by (51)
trees.
6,800 st greenspaoe panted with shrubs! groundcover exceeds
requirement
Foundation Plantlngs (Apartments):
Pequired: Foundation pantirYJs for 10096 of building facade (1,202 tineal
feet) along street right-of-way, minimum 5' width.
1 shnb ! 20 sf of required landscaped area= 6,010 ! 20=
300 shrubs
2 aa::ent trees! 40 It at building facade=: 1,202 ! 40 =
30*2 = (60) aa::ent trees
Proposed: Foundation pantings provided in form of goundcover since
perimeter hedge is proposed for toundation pantinJ.
Excess interior shade trees used to satisfy the aa::ent tree
requirement
DWARF INDIAN HAWTHORN, TYP.
IXORA, TYP.
ENLARGEMENT B
GIANT L1RIOPE, TYP.
Perimeter Requirements (Clubhouse):
Required: 1 shade tree per 35 If = 13 shade trees
1 00 96 Shrubs
Provided: 14- shade trees provided
Continuous hedge provided
Interior Requirement. (Clubhouse):
Required: 10 96 of gross vehicular use area = 258 square feet (sf) of
greenspace
1 tree! 150 sf of required geenspace = 2 trees
50 96 of greenspace shall be panted with shrubs = 129 sf
Provided: Greenspaoe provided
2- trees provided by way of Crape Myrtle and Palms
Shrubs provided at sign
Foundation Plantlngs (Clubhouse):
Required: Foundation pantings for 10096 of building facade (205 lineal feet)
along street right-of-way, minimum 5' width.
1 shrub ! 20 sf of required landscaped area= tC12.5! 20=
51 shrubs
2 Accent trees! 40 If of building facade: 205 ! 40 =
~ = (10) Accent trees
Proposed: Foundation pantings provided in form of goundoover at building
entry
Excess interior trees propo.c" -l at main Apartment complex to
satisfy aa::ent tree ra, ment
DWARF INDIAN HAWTHORN, TYP.
SABAL PALM, TYP.
MUSKOGEE
CRAPE MYRTLE
BIRD OF PARADISE, TYP.
IXORA, TYP.
GOLD LANTANA, TYP.
VIBURNUM
SUSPENSUM, TYP.
48'
~
ENLARGEMENT D
PROJ. NO. : C07&OOI<
8CALE: f'. 10'-0"
DATE: 08-08-01
DRAWN BY: KC
CtEQ( BY: J11(
FEVISIONS
L
L
L
(0
(0
0
0
I
CO
.0
ro
Z -
tr:l
0 '1"'4
CO
~ -
~U) '(J)
~~ E-t (0
U 0
~~ ~ (0
E-t tr:l
~~ ...... tr:l
=:
~ u t-1
. U ~ ~
ZO < ..
~ ~
p..
~U) p... )1
< ~
~U) U f-4
'(J)
~~ ~
Z f-4
Q~ :s en
~ ~
~ tr1
f-4
~ ~
0
Z
.
~
z:..
0
ro
ro
en
I-
Z
W
~ --c Z
I- ~g <(
n::
~ -c~ -I
c..
<( 8..J
W ou. W
::> ~ffi c..
z <(
W ZI-
~ 1fI-c U
a:~ en
c C!Ja:
0 ~~ 0
0 Z
~ <(
z @J ..J
w
w
n::
C>
vi 0 vi
~ Zo ~
<(U<(I->- <(
UlL..U') Zzu
owouzo<(wo
~F=U')W<(~o::l=U')
U')a..-lo::o-U')
U')w<(U')a..WlL..~<(
Z 0:: _'Y . lL.. _'Y
O<("UU')U')U')Z "U
I-c>ZF=~~O~Z
~zo 00::~1-0
~3:~~~1-0::1-~
-l<(~lL..--lWO::>::::e
Wo::w CDa..OW
oo~ovi O::I~
WI-OOI-
vi~za..a..I-U3:Z
I-I<(OW <(
::> I- ~ w--l U b 0::0 0:: ~
o W Z ww
>->-o(;:joZ .>0
<(CDO::Ouw::::eWoO::
-l <( 0::0:: <(
.fj I w~ <( G: ~ I
~8.9~,~~Z~~
W"CU. '.ill"".+,"., '~.,'" , .
OW ~'c:S'!'f,' i::::.J'"
Z c;;:tfi!'-' '. ' :.rl-';;'f ;
o ' ,'0;:;" .,.,,'1
() ~~, ',i'tl "
-l ,~:o, :t '
...J ' 04'. ,
<(Q;;:;~:
:: ;:]~~J :r~.
"
-=b
,,"
",'"
~
-:'
[.
..
I
~ ,
.. I
-~
~
,
,
I
i
,
[ ill ill
~
I
ill dI~
~
,
IIIIII
~
,..'
m'
,
I
~~
~
Ij
",/'
".
i".....
""'NJ.. IIIII
N- 1
~
I
I~
I m I
I :11
!__ III
'JINVL WRAPPED FASCIA
'..
.' ':~.. ,,~i '\ I ..... ,.",,' ..... "~ 0, '"'''1''' :': ...~ '"'' " ",I' "':"'1"'::,' ':.~:. '...... ~'''' .'-. 'l ~
, mmt', ' ",/~(;:~;:,:';}"n,:,'~::l:~\,~:nj:U'~i ~
,~ ' "'="""""':'" .. .. ..,; ,,:.....,( ..,....:;.,. ~
.' ",.~\. '~ ',' ~",:':: :,' ",:' ...,. , ..:' ..... '::;:'; ':";~" ", ~ :\<\...:;.,~.':::.;:.; ~ :~, '~:~:'~~ '~'" ,': <:'.~~.,~:~::.;'~:;.~./.:/.:.."q~
- UNE OF ELEV. BEYOND
C'
:, ..
. :<: "
"
('
",'
~
,,:
,',
HARDI PLANK SIDING
PAINTED UGHT GREY
,
I"
[, ..
f,,'.
~P1
I
!
HARDI TRI..-PAINTED
:, :, "
-
':' ,
=-
-"-
:=
-
I .
I' "
I:.. .'
"
,
ALU". RAlUNG FACTORY
FINISH - WHITE
CONTROL JOINT- TYP.
4"-O-.x2-THK. FYPON DETAIL - TYP.
PAINTED WHITE" DARK GREY
~.....--
~ I l...-""
I
-
.
i-
;.
I' I 'l:;:;.XiS~~~f~:~7.~::'
'.'~'" t t.."(.I......~1 ~ I'......
J ,....!/06. .........1...,...
i;:CCCC
I~DDrn
Emorn
I
~I~JOI!
4 -w.x1/2-D. CE"'ENT
PLAsttR BAND PAINTED WHITE
7/S- THK. CE"'ENT PLASTER
RNISH - PAINTED UGHT GREY
LEFT SIDE ELEVATION
SCALE: 1/S. = 1"-0.
~",
"I'-
"........
~
I .J-~~
~
-
==
==
-
',';".
',,;/ ',...
,:, "
.,
. ,.. ~ ,'( . , '., . t ... , . <;! ........': '. ., .. ~.!., 'f .' IIC... to.
...- ,. . ') .... ....
. ~ ~ ~',. ( ! ., ~... ;... .. .... ':-.
..- .... mtI,~:. ',::": :;.; mmI',;.::;;,:'::;::tr~.!:U::F\;
;~... .' "~~..,...:,,..; ':',,~,',"'.:,:" ;.,..,::..:.m
.' ,. . ..'. . .'. .' ','. .... .... ..... .... I .,. ..
. ..,', ',,: '.:",....'.. '" .'.,:" ."1,:,,.. ':..:., ':':' ,.t.,., , ",.::.:.:.:",(...',....;.: ':.,"";'.
, .,' /'., c ." '. .- .1 I I'f .,.','. "._, ".'.
\ .:. .' :. ~,_ ~ ~ .' ',.,:" '.' 'f,.:.. ..... I'" f' .. '" . ~ ..-
.,," . ":. ~ .. .,. ... ::
.. .,~ ". . . . ;.... . :'O' ".'
..',
1-' "
.'.
I.., I':.
~II!-
=!'
-
=
==
_:,
"
','
,,' ,,'
" ',...
.",;...
..' .,
."1, ""
" .'.,.' ,"
, .,
..
-. , . '"
I'
;
.
.:.:
I..
'. ...
'.
:'
,,'
:::-
-
== ,,',
-,'
==
_"'. ..... I ..'
" -c-. :~ .."
,.",:
" : ", ' . ',.. ',.: "..:,'.'..
,'" ';' ': ' ' , ." " ... -. .'> ':, ::::: :~:-::' :,' ;,', ,',> , ' ':
" .'.. . lam "., :..: .,.;'... : ....:.:.:{..:...:..,',.:.~~.:.,;.....::~,~....:.:.:,'::::: f~':::
. . =.,. "::', ",. . ." .... ..:..... .~..~..":',...'.,...,,;~:>:... " ~ I,":
". ",' :'... .. ,'. " ,,.. "" '" .. :.'..." . '~.., ,:'.. ':.' ...., '. .,.',:..:.: .... i II TT1TT1 "
','" ". ," ..' '" ".. '," ,,', ", ," ',.' ',..'..,,' ,.: " ',', '. . ;<., .... ", ," ,....
',;-::-
:'
',"
.. :
-
=:"','"
-...,.
-
==
. .,."',.,': 1.:' . :C ~':.:' "..:.~,:..::::,'. :,';,,"'>;:.:'~"'::':"'<J'.~~~~,:,:,~,>:'.'...'<~~.~:
.~ ,II~'. " ,:';'; ....:..: :'" .' ~ ~... ,..."-! ':~-> 2 ';!{i:!,-~,:{'i;,.i:: 11
,,;,..' "''','", ','.. "" '.':'" .'.' . . " ""'.::, "'..,, ..... ,.
"
,:..
, ..
. ..'
':
-
.
-;.
:
..'
l,;
:' '
.lJ"?:<~' ',:.,:"..";,. . . .. ..:'. .', \:'! :: ". ',' :":,:,,, ',.' ,.,.,'..~':.'r.:'"...,' "'<'''::;''J~:..,'':,r:~,r\','' ..,... .",',..,' I::..'...;:..J..''::....,..\.........,.~.::I...:..:~.:.~,.,:..,.I.... ~ """. -...'"''
7.:::/ ,.'~'..:.~:lmttII. . ...:,~:::;....:".:..III. .. . ~~:::;::'\':~..:~:<~".i\ " ..' ..:'~:.~.::.:,~:>/~'::~~~~CII.. , . ::.,,:;.~:~?',/'-;;.~'~>:ICCI.... .. :::.:~~
1.......\0. ';,.;'.' '- . .:).,......... ') "" . :::j:',:.."...",. ...... ....... ,"".' '.' \....",......'.. , ,'j
~.."'_.. :.: _ "I~:" .'.:- '" -: :.:':"~.;'>.:t:.:.:~. :~>..1....~.~:~..~~.~~..~~~:.~. ~::.~~,~~~.,.~~: ~..'OI:.'L.:..:::..:.. ..::~.;':::-:"./~~:.:: .:.~.~;. .~:..7.:~.~
./'".. .". .,_.. ,..,'.,.'.~.',. ,"" to" ..... .'. ",......_,.'~..'_"..,.....~. ....".~..:. c.'~ ..,"....'.L-....~..P:..". ....,'. .....-i .....~ ....... ,~'..'...,.
· ; ,r':: < ;;::,':1. :?: >: ',>; ::;:.::(:,; :., ::;::.~ S:;::,~~ 1 ',; ~:;~: ~ \'f,;';: ~ ,;1; ~t~~~ii:;~1.~J;: ::,!iW:~;; i;~1~l~1~:l1~;s~i~~t{lS;;, ~if~111:~~~%t~~
, . .".. : '.', "c'. ,..., .'..... ...' ..' ,~, ': :' '\ ;:,:..'. ,,~~'. ::. " .., ..,..: ':, .:::, ': ,.:<'.;,::'. ".; ~,:)..~,....:'~::.,',,:.'..~ ~.., ,:~':' . ::.~:'; :.~.::'. .,.; /,,:~ ,,' ,::,,:',:', ".: ,,:.~ ~:. ':'~';:-.-,>,':~'....:...::
. ". . ,.'. .', -.'-. ' ,- . '" -'. .'. .. .... '\ .... ' :../ '.., --., . .~: " >";:' ... . .' .. -...' .
I
1._
RIGHT SIDE ELEVATION
SCALE: 1/S- = 11-0-
'",' ....
'. .. 1
-
.
.
~
.' ;,":
, ..
"
r "'1. ,. ~,
...:: .' :~. ,:.:. ,,',:. :,.
-~"'r. -".,...........,-,..~~
.'IL . . '.. .',:....::_.
, ," ;:: :~~;.':., ::'..:":':~
. .: . " "',' ;..'
FRONT ELEVATION
SCALE: , /s- - "-0.
NOTES THIS ELEVATION ARE TYPICAL.
~'
,,"
~
~'. .....t.~:...,............. '. .... ...'O..... :" .....;: :'l...~.....:,., l~ ... ~..:-..."'.>'":''''''~''''' '.' '...,:...:.:.... :
r'---' -. '-~-~7j; J 'J -:1
I". \' ,!~ '.,n_~
I ;,- i~~;: -l-; -~~; --- ! ~ ';,/
I' I
! 'f' i
I ~ I' -. -- .._, - ' ,i I
I "_.. I j \ . I '! I:
-..-.----.......,:..-..~_.~""- ~.=-.J
1'-6.Lx4.W. DECORATIVE
OU1l0OKERS - TYP.
STANDING SEAM "ETAL ROOF
...IU. FINISH
......""""r--.
--...--I~
..10 POINT OF ROOF
--"""~
.. . ,," ..~,.e.:.~.:l..r...~..- -~~'~iI'.~
_'~: ~ :j:.;..'-~..J:'':.~~~./.~:':~':_ I
.,,' ':. ".. ..':.:..'1",;'.-:......'.1':....;,,'
... ":..' . t ,;.~.... 1._",':':0 '''~''..;.:t.
, I rn'EI
I rn I
I
...
I-
III
.
'r
"b
-
'"'
'"'
l-
I-
I-
;.
Ii
~DI
.,
"b
-
I
~
-
~II
.,
"b
-
II..
-r:.
l"'i'
........f'.
~
,.: .,.,.....'O,.;':...... '. ~. .......... ...... 'oo .. .. : ...... ." ., ., ....,'O. ..
.
'..
. "
~ '. ~ ~ ~. ~ ~.. ::;::;;[~S;::.:;::.::f:.;;~:':':::~~:,~J11,fi~ai;:;;:X?~;;~::~t .. ~" .'
':: ~;~}:~':::~:;;;,X:L" ,'.' ", ,,:;:~:\::d;:i<~:;~i:;:/~B;;::.:::;;;
, .,' ,:,,'.\'j"':,' .. . .... '. .:."~ ....., .'. . '.. '.' ',\.. .;. "."". ..... .. ',' .........:...... .. '.. '" '.:~
~. . . . '. :';:;;:::,:; ~ ;,i-i:~:~,:':' ", "," , . '.' '."" d~~~,.;':;;:;:::::::;'::,:;;~.ii:~ii:;;::~,i:;,:Et
: ~ I~ ~ I ~ ::2(1;;~ ,\:(~j'mB ~ ~ I I ~ I ;\;f\i~~MI:@~r~~\~{i~~,\
u .... .;::s:::~ '; '~,~:'X:: . :;X)S;;:~:> ;';~;~;:'\iK~~;[~~~~t&~
.':,.":.w~ ~~III~I ;:.';:-{t .::<:~,k'~~ ~ ~ <e;::..,;:~':~;>:><:~~:::
... ":0'.'" . .... ... ... '" \'. ~ .....f... ,..f.. _.. '"" .. .... :....t -.f '.'" ....
;')";c:: ~.; .:': ....:,. ::.::.~ :>.~,.~<:..::~.~;...:~:>..:..:~~ :.~.:. ~'L:~.:.~';>~ ;:-":'.; ~':;..{.::',:y
~ ~.. ~ ;'~!:f'1';!~};:~~~' ~ . ~'~ .:f\}j~:t~:;jff:lW~\::?i~:~i,::
II IIIH :'~':-:.:"::'~ :~:::;~.:;,:<>.: P"I~ ..;;~::.:~..;.;~~:~.:faJffI~:~~~:.:.:::::~:;::.\:.:.:;(-,.::~:~~.~.~~
.... II . '. . '\ ~ " . . . '!r. . ... ., ... '" ., ~ ... "'" .......... I. . ..... '. " . .
~a. . ....' '~:I:'~"::' .~.. :.....><~-:<.:' . .. ::--:::'J.\~.~:.::!.',:~.,:..:.::::.;...;..~.~.::...:.....:;..:.;...;:....,.:.~<~.:'~
~.;.,...,';~::...~.::,~.. ...~..:,:.....:........:..--:... " ; :":::'.~.~.:-. ."
.' ", , L ' :.\ET
1;'~)i:,},';'i'f;f~:t:~l: '.' . ':;t~~:~: OP? ........ :;:~::~:;,: ."
REAR ELEVATION
SCALE: 1/S- III: 1'-0.
.\ .. .1.... '.
\. ~... v'.,
.... ~...': \ ..
# #
,m
I. .., .'
:.. ; :";" ~.: ::.
.1..'..,:........."...
.;:.~.~:}::~.~
:.'.; :. ..:-~.... '.
#
".
#
#
II II
III1 '::.
.Ii.
.,
#
#
.:: ..... ...."'..
,::: -:'..~' ;:~..
II II
#
III~
".
. :..... '.
. ( ... .... ....:: '.~.
:: ....:~.. .....~
jr,.. .: '.
"..; .,. ..... - ".
..<...:.~.(.:. # # #
,;.~:;:..~~~~i:;;nmmmrrrnr >::.
.,"::.....:<~...;;
:~..~.f:;:~..~::~ :. ,: :":.' ::'...... ".' ..:,.
;;.>.~.;:::::, 1J 1J ff :.
~.~~>:\~):;~I :;.
. . ~
..":0-': .... .. ..
..' '.
'''.' . .' ......'O.. ."',.....\ ~
'.. - :,' '6 ,~t~1t~;:i'("~~:;~~tl:t;}
,.' ...'
.
K.
,,/
STAIR '" WALL BEYOND- TYP.
'b
I
~
"b
tl,
12'-0.
BASE FLOOD ELEVATION
7"-0-
T /0 PARAPET
~
r RevIIiona i Date By "'"
REV.PER~ I4IM1 ...
REV.PER~ .1... em
,
I
I I
I
I
, I
\.. I ~
&
&
.
u
c:::
6
.
-
Q.)
~
~
~
u
Q.)
~
...c
u
~
<C
en
Q.)
~
o
.-
u
o
en
en
<C
-0
c:::
o
I
I
.~.I ~ I
C I U) CD
C::' 10'" d
ca ~..... fiI!oo .Ii
; !lli6 1
JFc!i J
i3 I ~ .
< ~
~
Q.)
u
c:::
Q.)
CL
U')
I
-
r "'"
en
,2
0
-
~
~
..J
W
0:
0
-
0:
\.. ~~
-
U)
~
:)
-
Z
-
::E
o
c
z
8 ~
z ~
:E 9
a.. I- LL
-J ~~
oo~
c~~
~~~
In O..J
'wi 0(,)
r 0nIwn MPG "'"
Chec* ~
Date JULY 17, 2001
Scale AS NOTED
\... Job No I ~
I
Sheet:
A2.1
'J'
C
o
~
t
o
'.11
'r
I.J;
o
C~
<;)
o
N
,ri
C~
C
.:l
-,
1JI
~
o
('4
Cl.
Vl
l")
.~
I
r--.
'.11
'.11
-::
Vl
c
o
U
./
'JI
$ ---
9- CI,EClc..EO
t')
'r
I
"
,ft fl.'.
'::I>
./
V€ Sir..SEO
GM
O~A" N
HK
fiP
a:::
'J I f A r~ L A
16,100 C"~
') W /\ It" 1\ ..
(~W !'\l L "L3"
('~W^LF (
'.-
..._-~ -....-.. ~ 1
-'- -~._-
'..- --
...
1",":1<-'
,- L OC A~rK)f\J ~J1A
",~ ~ct!
f
.......-----.......
DRAINAGE CI\LCULA rlONS
X ,.5/4"
X 0 (H)) L) ,
X
1 , 00 Cl 2 ~~ C r
4- ~) (I C f
1)/() ('I
(lit () (f
~---
_.~
./'
'"
./
"
/
1 1 :-;() (J
( f' h' \ ) VII 11 I))
/
/
16 '
(
c~~
~" ~lBt.4 1
niP 2 (~ r;; ~~&J.~f<S $ SIDE
\ . U/P //"-.{! .35.30 Q.-1-26J5
Ff),'iU~ ';':,(9 c;, EL:::6.80'
\ ~,1
\.(~
'.__ I',........
"
SAwcur AND REMOVE
EXIS flNG cur~B & SIDEWALK
W/NAIL
10
./'
"
o
-----,------ _._~----_.- ~---~ ~
." .' .... .. ... .... ....._. _ ...J
1],f ' ..---,'1 \-~
~.....__..--.... -
. _~~. u __ m u ~I -. __,_u__ .' l
'"
'"
\
'"
1.' ',f X',',' 4.'(J (f
'"
~
NSPH CUL-O-$,'\C
('/.100i VAf<IES)
'"
SECTION U A"
8'
'"
~
t
--<<":';~':~'x.~(~,.'~t.
",-"'''''.H .H..... .._.
SECTION "8"
8'
~
~--'<:':='~:0_~'=~m~l
. T X 110' ..0 U I
SECTION "c"
pr~OPEr~ fY LINE
fiE POLES MINIMUM
I1,E ~)I$~~\PJrtE OF niE <)lJ:\U'-"
C.(;~ti~I)L CffK.El~ .lintl' S;"ME
1!,ClC.\TU THAT ALL i~EIjIJli~EO
"E;UUTS ii,\'JE JEE~ 'J,JUINEO
Ati I) HIM CO:iST~IJC flO~ "
.\lJfliO~'LEO TO CO:HIENCE.
~
~
~
/
/0
l, ,.
/ ',,- '!-:~:.., JC
/
40'x2.5'
/ (100 S.F.)
IJ'I II/:)
I' r,'J ('
-' O,'l S' r
, 1,l1[
o
~0'x2.5' 0
'....... ,. (100 S.F.)~-
<~~. 0
.----..Il
!'!'~~. /
-1,0 / ~J'::' 0
~. -/J~"'/!'
.~--- 'NOOO DOCK AND PILINGS .
FOH BOA r SUPS TO BE l)
CONsmuc lED BY on~EHs
- ,.,
f~
HU,tO ILlEGIULE
/)
MINIMUM
\
\
!?/
1\: /
~
/
/
/
/
L
~V,l1 7J
f'1?~tt-1 y
51 G~i T
Tr~ I At'-J GLE
~.
.~
-~--------------,-- -"-.
DOCK Af~EA
MAIN DOCK
EAS r DOCK
CEN rEr~ DOCK
WES f DOCK
rOT AL DOCK Ar~EA
212.5 S.F.
87.5 S.F.
100 S.F.
100 S.F.
500 S.F.
----.....
----.....
,.')
~O.lS'
~
DEPTH DATA NGVD
----.....
'-..
----.....
NW ..50 PIN
SE ..50
----.....
----.....
-6.8
.-6.6
-6.6
SW 25
----.....
~"
----.....
.-7.0
-7...5
-7.7
SW 50
----.....
----.....
----.....
1\1
I,
20
10
(JFNFF1/\L i'l() fEr:):
--.---- --.----------.-.-----...--- - -----~---~. -- --~---._---
1. ALL MA lERI/i.L:, AND Cl.jNS muc ll(IN '::JJ,\LL BE. IN ,~CC(jRDANCE 'M IH IHE "AOPE
SIR1N(.ENT lE(HNiCAL SPEClF1CAlION5 ,'5 FOUND iN THE STANDARD SFUIFICA T1(jN':, OF
OiE CITY or CLL\P'.vAIIR OR THE CGNIRACT DOCIJMENTS AS PREP,\f<EO BY FLORIDA
U'(~ICN CONSULTANTS. lNC, ~,pEClrIO.lLY fGR THIS PRUJECI
2 THE J1.;RI':..oICflGNAL ACENCY FOR THIS PROc:ECT IS fI<F C11Y Of CLEARWAIER
5 IIlE LOCATION or EXI~:;nNG UIIU11[S AI~f APPHOXil.AAIE ,\S SHOVvN GN THE PLANS ,\NO
IT IS filE CGN1RACfCRS RESPGN<:H31UTY ro DE1Ef~"JINE rHE EXACT tOCAII(JN OF TIiE.
U 1ILI liES PRiOR TO CONS lRUC IF:"N iN rHEIR ViCiNITY
1, lHE C0NmAClOR SHALL U';..[ Af'PRCPRfA1E I,AEASURE':; TO PREVENT [ROSION AND
IRAN'::.PORT OF ';,ED:IJENT MAlmlAL TO INLETS. SL'Rf:\lE DRAINS, LAKES AND NI:. II AND
AREAS, THE C(IN IRAC fCR SH,.\lL USE S lf~,W, 8,\lES, '.)Il f I3Ar~RIERS CR OTHER i\PPROPRIA H
MEASURES TO ~.4IT1GAlf ~DVER(;E iMPACTS TO EXISTiNG 9JRfACE \VATER OI)I\IIT'I'
') lHE CC>N1R,\CfOR IS TO CONtROL All FUCITIVE OUST GRICINAlING (IN lHE PRO,JEcr
BYNA ImlNG CR OTHER ME nlODS ,\S H[QUIRED
6 NO DEBRIS SHALL BE i'Ll O~.{D TO EN l[R niL [XIS fiNG SANIf ARY AND S TeRM c) 'r STEMS
1 ARCHI1EC TURAL INfOFMA nON Pf~O\~DED BY ~,FUKER ARCHIlECfS
(3, BACKfLOW Pll'EV[NTl0N DEVICES MUST BE IN5TftLLED BY lHE CITY
'J LOCAlIONS OF 1RASH DU.1P~) IER TO BE CtX)R[)iNA lED,'v'11H HiE (I TY I)F Cl U,RWA lfR
S,...NI fA IlljN DEPAR IMEN r.
10 ',lIE LANDSCAPiNG N\LL BE iN Accor1'DANCE,'v'1IH ':;[CnCN4/?1 CF lHE CITY or ClEi\RNAlfR
LAND [.rVELOFMENT CODE
\1 IHf SHE 15 LoeA Tto "VI THIN FLOOD l<iNE ,~I, 8A'T flOOD EU VA llC,N ~ 12,
I"ER FLOOD INSURM-KE RA IE MAP CC!J.MUNI TY PANU NO 12::'0';6 0007 D. M~P Ff\llSID AUCUS I
1/ <)IIE l.ICHTlNC ':,HALL BE FROY1DED IN CCMPlIft,NC[,VlIH C1IY Of CiEAR,'YAIER
con, I~EQl)iR[I,AEN TS
IS ():~,"',NAC[ reR All PARKINC L[VUS UNDfR 1111 HUilDINC,VlIL BE OIPECIEO TO WE
FR(;POSED CRAIN,\CE ~;YSlHA TO ACCCMMODA IE '\VA Tff~ I)UALllY REQUiREMfN I', FOf~
1HE FRO.lfCT
11 1REE 1';'[I.AOVAL F[f'.Mll APPLlCA1IGN 10 BE '::'UG"AIT1tD i\f mAt CF CGNSIRucnCJN PLAN
",1) I) '.A 1 1 L~L
1 L) ,'\ CHU IE ROCM (XIS I'; FOR It!f DGMP'; fER
16 BUiLDING In bE ':.FRiM<lfD
11 C(.lw;mUCfION HtlW, TO :,HOIY ~i"T CfYARP,,HNT CONN(CTlGN TO lif M LEA~;l 15 FEET FRel'.... nlE
13UIWING BUTMlIiIN 10 FffT UF A HY(iR,~Nl
1 'J, 1 'J'J 1
LJ\,\IO (J[]E Dt\'f/-\
EXIS TlNG
PROPOSED
REOUIRED (~.AIN/MAX)
LAND USE PLAN CATEGORY
RH
RH
N/A
N/A
N/A
lONING DIS TRIC T
~..4HDR
MHDR
USE
VACANT
CONDO'.AINIUMS
LOT AREA
16.100 Sf
.31 ACRES
125(N)
1 2 o( 5)
16.100 SF
.51 ACRES
125(N)
120(5)
15,000 Sf ~..4IN.
LOT 'NIDTH (1)
150 FT ~.AIN.
IMPERVIOUS
SURFACE %
ox
6 7 ~"
ISR=35% MAX.
/
')
:<CAD ~~ ~~ ~
---JW, ~-~ --~ r.1"
~ a ~. .).1/.>4
~ l~ ~ '~5-......_
~ ~l ~~ )~~ ~
1 4- ~~
L J\ ~
'j , .~/ ':\~~
~ ~r-"~.. -x- ~
)- ~'1
~ )- '~
~... \
~
__u'~'_m.~ "~'11
CI!
U
Clf-il:~'-
[-
--1
C)
...~. i
)~
LlJ
~=
S:~
CI!
CI!
'1
u
.J
t:J
l-~
STREET
----,-"._----
('
J-:)
~
~
'1
w
w
~
~_r __J
%,j
_.__ u.r;~._~~.
LJ,
c5
F'>>
~/% . C;\U~t'J~'1
vv/. ,', " Ci\i'.Pi3tLL, ~
c.ut;Rlt<E.'f __~
._.__.i~__~1L _ .. __ ~~
..r-
(y--v
l\-~"
G--",\
7-
'r~
:[J\
-'-~~L~ '--'''-,--
"I ~ 1~ V ~)."'-~ 'Z
~..-l,,;.~~~~~-~.:
.ER~~
__ Q~f._ J-'J. ..__..?!~! _ _ ~Y_l1._.
-.-._ 1..ELLJ;..~ !3..__. ... .___R.~1l. .._
'!:
OLD
TAMPA
OilY
20'\'(
DR
EASf
EM'
!.J"C ('::: ~ ~f)
c
.~
if)
if)
E:~:~'-"
E
v
0.
C
~
>-'
.~ EXIS liNG c'/\Nll ftf-?Y (ClIY ATLAS)
10n ^M
EXISliNG .vA1FR (CITY AlLA'.))
~)f~()POSf D NA lH? ~,.H(VlCf
NO. UNITS (ROOMS)
o
11
30 UNI TS / Acr~E (~.AAX)
1 T U..4AX)
~
~_.~
I~~~' e
.c:::-(~f ,'.
.,. PI.(UPO':,E.O F!f1'E H'rD/.(AN 1
'5- 1 <)
o
v
o
.J
o
o
"-
o.
V
L
DENSlfY
30 UNITS/ ACRE
SETBACKS (5)
FROtH (NORTH) (i)
SIDE (WES f. EAST)
REAR (SOUTH) (()
(' (NORTH)
10'-3" (VvEST) 10'-3" (EAST)
O' (SOUTH)
25 Ff MIN.
10 n MIN.
1 5 F T ~.41 N .
HEIGHT
50 FT
30 FT
NO. OF STORIES
5
PAVED VEHICULAR ARE.-\S
7,182 SF
0.16 ACRES
N/A
PARKING LOT INTERIOR LANDSCAPING
~~ OF PAVED VEHICULAR USE AREA
5'15 SF
8~"
PARKING
fOTAL 11
STANDARD 16
HANDICAP 1
1,5 SPACE/UNIT
11 SPACES REQUIRED
I'I()-rES
(1) VARIATION TO LOT ',vIDTH REQUIRn.AENTS NEEDED.
(2) FLOOD ELEV,\TlON IS 12 n
FIVE S fOrn BUILDING, ALL UNITS ON 2ND, 3RD, HH AND 5fH FLOOR
PARKING AND 5 fORAGE ON GROUND FLOOR. 'IARI,\ TION TO HEIGHT L".AlT NEEDED.
(.5) SETBACKS ARE ~.4EASURED TO PARKING LOf, POOL DECK. ErC., NOT BUILDINGS
(i) VARIATIONS fO SEfOACK REQUIRE'.AENfS NEEDED.
SHEE T DESCHIP fION:
!.,.!""":';~ PfiEPAHED FOH:
!fr;;""):,,,\~ FLOfllDA DESIGJ'/ GOJ'/SlJL TAJ\rrS, lJ'IC.
~~,!.,,~/! ENGINEEHS, ENVIHONMENT ALlS rs, SIJHVEYOHS a PLANNEHS
",',.",:11.','.,,',.'."[" , 26.39 Me Cor In I ck Dr. C Il~ <J r .... tJ I e r FL. .3 ,3 '159
;~ reI: (12 1) 124 - 8,122 F 'J)(: (121) 12'1 - 8606
"':';;J.L'!:'~ "ii, ,.~.'~;tl E . U . No. 14 21
F~ () (; F F~ L.. t\ r~ ~3 () ~J
c; I 0 ,J 0 h n son. U 1 tJ k a 1 Y . Pop e . U 0 :~ 0 (. H IJ P P e " [\ f3u r n s . P . A .
911 Chestnut street
Cleo(',voter. Florido :3315/
fEL (121) 4'51-11318 FAX (/21) 441-13'51/
(; F~ t\ '( D () L P ~II ~J (~() i'J f) () ~,1I ~lIlJ ~/l ~3
f~ f~ F L.I ~,'1 i'J 1-\ f~ '( S rr E P L t\ i'J
~-
;(
P:~CPOSED SM~I!AH,( ':,E.....tf~ ';,ERV!CL
,J
.J
o
C
v
~
.I~..../"- = ,)UI~F ACE FI OW D1HEC liON
r. ')///
OA
.;: '<-'"
'-
o
f'f-\CPOSED ';PUI CFADE
t)
V
'./)
j
')
Q'
x
= E XI'; m~c 'YO I E LE VA fl{)N
V
D
[-~-=]
.~
o
c
iN 1 [f-?IOR L,\NUC;CM'l /1..[.([,\
'>-,
o
E
! I. ClOD PLAiN 130UNDARY
if)
1 0 NIIMI3EI~ (if PM~KiNG ~,,pI\CfS
J~ "INDICA liS PAl M Iliff 10 f([ R[M()'.t1J
Et:::: ~ ~1 ' !]
l:".; J p" I
itU ,'1 I o...t\. _' i~.. 'f ,~) \. ':/~" \, ': L I\~;<__, ~ .[.. ~..."'lJrf~-':,'.
u---~r-==-=I~ I - ...1~1"''''d------- < ..m_, _.
't:: Blni!)1 F- MOOW1EO~wiotJ:SEOA~A fAI.!.LE' ro !,EFLEC r 11 UNIfS
:'10. QA TE I REY',SiO:-'S
--- _ ~ -"- ~~_.........~- ~~-- ~ -- -~-~-~ ~~~-- _----.._~-~---- -~.--'-~~-----~~_._~_-----:..._~-----~~-~--.-->.-..-'.---~ -'- ----~
Lr.1
,'~
,_ {. ",t
I ~ f ' .
fff~-;
~:l~~
~~i,t
1Nlt',
-~*~--- '
OA1~~~~;" '" '..,'
\"'k'_,,,,;~ ''f,:,A-.,;;!
'5 il9"1'cJl; ,
Af'PO
iH
DRAINAGE CALCULA TlONS
51 fE Ar~EA
16,100 SF
3/4" ==
0.0625'
X
1,006.25 CF
x
X
5WALE "A"
SWALE "a"
SWALE "c"
== 420 CF
== 320 CF
== 440 CF
1, 180 CF
(PHOVIDED)
16'
N
~ - ----~
./ "'-
,/
40
~
10 20
I
"
/
~ --~---12"'----- ~-1
I ~ ~
12 ~ x j~' ~ 420 CF
SECTION U AU
8'
3
... ':I X 80' ~ 320 Cf
SECTION usu
8'
/
/
(
"
"
SAWCU rAND HEMOVE
EXISTING CUHB & SIDEWALK
W/NAIL
\
,
00 ~
'I..Pil/I-1 ' ,
80' 'V Po
(</1.~11 f?,~/W ~^' r
,J ~/p OAD
f"X-l l7. ....~/P)
'No "
'~-1 A I
'Y1t-1!?y
Sf"Wf"!?
~
~
ASPH CUL-D-SAC
('MD1"H VARIES)
,
\
\
,
1
EXISTING ME r AL POLES-
ro BE r~EMOVED
J
4 SF X 110' ~ 4.W CF
SECTION ueu
~:f;
#205
DOLPHIN POIN T
CONDO
SIG~rr TF<IANGLE
~
~
~
~
~
~
~
.""
/ '" If?
~CO
~SIFlI.
a
l
~
,jj
0,)
~
l'i
'"
V>
~
I
V'
)
~
..,.
I"
!;; Of. SIGNf.O
'.,l)
~ GM
g ORAWN
~
'f H~
~ CHE~j(EO
~
I"
~ 0.(;.
fA
,/
&:
ru!: $JGNAflJRE OF ruE OOAUTY
CQthROt. OffXtR IN nus Sf'A~f
'INOICATES, THAT All. Rf.OVIR!D
?ERMITS HAVE BUN OIHAINEO
AND THAT CONSTRUCTION IS
AUTHORIZE!) TO COY!.lENCE.
l~~
~6' 0
J/.
~
~ WOOD DOCK AND PIUNGS
F'OI~ BOA f SUPS TO BE
CONSTRUe rED BY OniERS
\
\
\
\ /i e-.~i.
\ I
- \;/:). ::
\
"'\
~ , ( l, ',-,.) )4 J FN&O ILLEGlB~
l/'":f~"'J.y (J,'t- roo /' -- t( t) ;LQ '_I"
o
o
~JO
~ l(J_$""
8
WFl ItS
I(WFl y
8
, '1.
~-..
7% /r (r/ vr J</'
/'
'A./l, ,', .;-r- ~">> & ,'b f( Z
lr -s - ~ /' 5~(;.....,,.,
.......-- (J ~ (;' ,...t- Ji.19& J
- (:e. !Jil ...
rJ '14Jw"
l{o
Z . <,
~-
- .""~
....--.....-..."-
-------- "--
--
-----
( <...
IJ( > ~ ?
3'
?175
PHEPAr~ED FOH,
ROGER LARSON
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2'5.59 ~"'cCorrnick Dr. Clear NIlter FL, 3Y/59
fel, ('21) 724-3122 - FQ~I (l2-n-/24-3606
c/o Johnson, Blakely, Pope, Bokor, Ruppell 8 Burns, P.A.
911 Chestnut Street
Clearwater, Florida 3375-'
TEL Cl27) 461-1818 FAX (727) 441-86rl
if.)
I
a
x
.(
~
Co
'I'
:z
~
".t
14'-8"
f
I r-----CJ--
I I
I I
: I
I . I
I P
I
I
I
~
I
I
I
I
I
I
I
I
I
I
I
I
- - - - - -0- - - - - -,
I
6" orA. S IEEL 1300LAI~DS -~ II
CONe. F1LLED (r1P.)
I
12' q
CLEARANCE MIN. _I
I
I
I
I
I
I
I
ill
.(
....J
(/)
~~l
w..-
a..
00::
tA:t
()
:z
o
u
10
0(:)
I
I
I
I
L______
I
I
I
I
------~
~- DROP PIN HOlE (IYP)
o
SWING GA IE (fYP)
DUMPSTER ENCLOSURE
PLAN
N1S
1. ALL ~AIEHtALS mD CONSIRucnON SHALL BE IN ACCORomu: 'Mnt DiE MORE
SIRINCVH lECHN1CAL SPEOF1CAnONS AS FOUND IN OiE STANDARD SPECIF1CAnONS Of
DiE a f( Of' ClEMWA IER OR DiE CON I RAC T OOCtJMEN IS AS PREPARED BY ROHIOA
DESIGN CONSULTANIS, INC. SPECIFlCAlLY FOR OilS PRMCT.
2. OiE ..AJRISOICnONAL ACUiCY fOR OilS PROJECT IS l1iE C1lY Of' ClEARWAIER
,3. OiE LOCA nON Of EXIS TlNG U nu nES ARE APPROXIMA IE AS SHO'r'tN ON niE PLANS AND
IT IS n~E CONIRACTORS HESPONSlBIUf( TO DEIERMINE DiE EXAcr LOCAnON Of OiE
U nu TlES PRIOR TO CONS T RUC nON IN DiElR Y1CINI f(.
4. niE CON IRAC TOR SHAll U~ APPROPRIA IE MEASURES TO PREYrn T EROSION mD
IRmSPOR f Of Sf DiM EN f MA TERIAl TO INLE IS, SURFACE DI~AlNS LAKES mD \Iv{ llANO
AREAS. 0 iE CON TRAC TOR SHAll USE SlRA W BALES. SILT BARRIERS OR OOiER APPROPRlA It
MEASURES TO ~IOGAIE ADVERSE IMPACIS TO EXlSnNG SlJRFAU: WATER QUAUIY.
5. DiE CONTRACTOR is 10 CONIROl ALL fUClnvt: DUST ORICINAnNG ON n~E PRO-.f:CT
BY WATERING OR OO,ER METHOOS AS REQUIRED.
6. NO DEBRIS SHALL BE AlLO'M.D TO ENIER O~E EXISnNG SmlfARY AND STORM SYSTEMS.
l. ARCHI TEC ruRAL lNfORMA nON PROVIDED BY SPENCER MOil IEC IS.
8. IJACKfl.OW PREVEN nON DEY1CfS MUS r BE lNS T AlLED BY DiE a IY.
9. lOCA nONS OF TRASH DUMPS IIR TO BE COORD1NA TE.D \~ IH lliE C1 f( Of ClEAAWA TER
SANITAnON DEPARf1.AENr.
10. SlIE LANDSCAPING 'tVlll BE IN ACCOROmu: 'MOi SEcnON 42.21 Of niE CUY Of' ClEARWATER
lAND DEVELOP MEN T COOE.
11. niE 91E IS LOCAIED "\1DilN fl.OOO lONE Af, BASE ROOO ELEVAnON :;s 12,
PER ROOO INSURANCE I~A IE IAAP COMMUNIlY PANEL NO. 125096 OQQl D. MAP REYlSfD AUCUST 19, 1'391.
12. 51 IE uai l1NG SHAll BE PROV1DE.D IN COMPumu: 'M Di a fY OF ClEAHWA IER
COOf.: REQt.JIREMEN IS.
13. DRAINAGE FOR All PARKING lEvt:lS UNDE.R niE BUILDING 'MlL I3E DtRECIEO TO lliE
PROPOSED DRAINAGE SYS TEM TO ACCOMMOOA IE \VA TER QUAU f( REQt.JIREMEN IS FOR
!liE PROJEC T.
H. TRE.E RE.MOVAL PERMIT APPUCAllON TO BE SUBMITTED AT lH..1E Of' CONSIRucnON PlAN
SUBMI HAL
15. DUMPSIER ENClOSURE MAIERtAlS mD COlOR TO MATOi niOSE OF DiE BUILDING.
lMD USE DATA
EXISTING
REQUIRED (MIN/MAX)
PROPOSED
LAND USE PLAN CATEGORY
LONING DlsrRICT
RH
RH
MHDR
tf/A
N/A
N/A
MlmR
USE
VACANT
CONDOMINIUUS
LOT AREA
16.100 Sf'
.JI ACRES
125(N)
120{S)
15.000 Sf' MIN.
16,100 Sf'
..jl ACRES
12~N)
120{S)
LOT WIDTH (1)
150 fT MIN.
IMPERVIOUS
SURf' ACE "
DENSHY
NO. UNI fS {ROO US)
ox
65"
ISR:::85" MAX.
30 UNI fS/ ACRE
11
.30 UNIfS / ACRE (MAX)
11 (MAX)
I)
SErBACKS (J)
fRONT (NORTU) (4)
SIDE (WEST. EASr)
REAR (soum) (4)
.' (NORTU)
10' (WEST) 10' (EASr)
o' (SOUfH)
25 n MIN.
10 FT MIN.
15 FT MIN.
HEIGUT
.30 FT
50FT
NO. Of srORIES
5
PAVED VEHICULAR AREAS
/.182 'Sf
0.1 S ACRES
N/A
PARKING LOT INTERIOR LANOSCAPING
" Of' PAVED VEHICULAR USE AREA
595 Sf'
8"
PARKING
fOrAL 11
STANDARD:: 16
HANDICAP:: 1
1.5 SPACE/UNIT
11 SPACES REQUIRED
NOTES
(1) VARIATION TO LOT WIOnt REQUIREMENfS NEEDED.
(2) FLOOD ELEVATION IS 12 FT
FIVE STORY BUILDING, ALL UNITS ON 2ND, JRD, 4TH AND 5TH flOOR
PARKING ANO STORAGE ON GROUND flOOR. VARIArION TO HEIGHT UMIT NEEDED.
(..5) SErBACKS ARE MEASURED TO PARKING lOT, POOL DECK. Ere., NOT BUILDINGS
(4) VARIATIONS TO SEfBACK REQUIREMENTS NEEDED.
SHEE r DEscr~IP nON:
GRA Y DOLPHIN
PRELIMINARY
CONDOMINIUMS
SITE PLAN
'\
C:l
lJ
J..-i
~
Lt.J
~
L~
C:J
~
w
~
SIRE~
OM
TO BA Y
BLVD
SR 60
BELL EA R
(-'
g
7
'r-~
("~
BAY
OLD
TAMPA
ROAD
'!'
BAY
DR
EAsr
BAY
'-
~V~_",-~
~
lj
~
'<
--_..~'--""...--"..,---
lEOEN)
~
=s EXIS nNG SANI T ARY (CITY A Il.AS)
"" EXISnNG WA IER (CHY A Il.AS)
:: PROPOSED 'NA TE1~ SERVICE
1 0 ",^,A
-II-
- .::s PROPOSEO SANI f MY SEVYER SERVICE
r
~r? "" pr~OPOSED F1RE HYDRAN r
~y<)
~:: SURF AU: FLOW DIREC OON
--=-~""~-~.l.:IIr.o..''''''_.''~'':lk~
" U3J.W~iJV~ff);';~'~'-'r~
~Sn~~r.~~~~l~t~~;~/~I~~IVlf.ld]
t10 m " .,.. ~,..", ,'.".,. , a
~ i (. ....,.;-.<#"-..
-. ~~-!Jb:,.<lL;:::.~_ ~J
-~~
uY
.?<-~
~::>
x
;2 PHOPOSED SPO T GRADE
"" EXIS nNG SPOT ELEVA nON
'7z'*'$~ J~'kl
-- lli'~;"" (~.f~J
I,.." P;,'.~,. ~,.....','
'0.:. ~
~
~ IN IERIOR LANDSCAPE AREA
;2 F1000 PLAIN BOONDARY
rD.~",.'~,~]~J~].lJr "Tf.V,il ""r'~.'<''''~'l';l' ~
'-hh,.,'L .~
~ .~UG 2 '3 2adl~-]'
..)
") . .t~""""""T":~.''''''~''-''~:Y~t:..'f'"~.:,..:J'-;_""+_,,, '~, _ .1....
, LANNI~~, '" ;)r:.v"<'~' ." ~'~.......
,,~~,__C!", 1-;;';': CI ~Ai< I ~ I:N r SVGS
""'."'k_",...,*" ,:<" "o.,,'...";,:;:,'~', ~,.~~,ffi!.i"""'~..
',\(~ ~ ~I(YY
J ~L.....al
=s NUMBE1~ Of PARKING SPACES
=s INDICA lES PAUJ fRE.E TO BE I~EMOVE
BARRY M. BYWALEC
C'~ IJ .') '\11"('(;\ I
-..) 0 & ~ I ' 'i .......
AUG 2 2 2001
P.E. #32231
I
$HT.
8/22/01
MODIFIED LAND USE DA r A
3
NO, OA TE
--
c
o
'I,;
II)
'f
l..
I\)
a.
c
I\)
Jj
Jj
'C
;)
~
:J
C),
C
....
'3
u
v
'(j
:J
8
\-
0-
Il>
l..
\-
o
U
Il>
II)
J
<U
n
....
o
c
~
c.J
E .
It)
I.J
Q.
<I)
()
8
fJ
I.)
c
o
III
CJl
C
'j
2
o
o
_S
v)
....
c
o
....
J
III
:5
o
c
CJl
. Iii
<I)
o
C:J
f:J
'S
G:
o
o
N
....
.t:
f)'\
'~
~
o
@
~
1:)
14
Ql
~
E
~
cij
\)
8
N
(Jj
-1
I
U'
~
1:)
vi
~
'I
" OfSIGNl.O
0)
0)
./ PMC
~
~ ORA WN
I.Jt PMC
$
9 (.H!aEO
,.,
... PMC
'I
" 0.<:.
0)
~
~
/ IV if(
~CO
~St
~(
o 10
~
~
~
~
~
~
~
TliE SIGNATURE OF TliE OOAUTY
CONTROl OfflUR IN TIllS SPACE
INOICATU THAT ALL REOUIREO
PERMITS HA'yE BEEN OBTAlNEO
AND THAr CONSTRUCrIO/'t IS
AUrHORIZEO TO COMMENCE.
N
~--~
/"
/'
"
20
/
"
4a
,
/
/
(
"
"
- SA WCU T AND r~EMOVE
EXISTING CUr~B & SIDEWALK
W/NAIL
~
.. ~ ~ TBM 1
FOP 2 q ~ $~RS S SIDE
\ U/p I- 93530 042635
POM:R ~ C-( EL=6.80'
~
DO ~
~Pft/", '" "
! .-ts%o. "'/w PO/Iy, ~
1- <i~~O.-tD ~
~XI l't. ....f:/P)
'No s
1 - F ~NI"41?
y s~~1?
~
'"
'"
\
'"
'"
EXISflNG METAL POLES-
fO BE REMOVED
~
o
o
\
\
\
\
\
\
~
~
FN&O ILLEGIBLE
/i
l,
'------ k O'
~"~JO
w,<)/[:
I?W,<) y
8
SIG~~T TF~IANGLE
~---.
--. -"'-...-. ---'..--'.
PREPARED FOR.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS. SUH'IEYORS a PLANNERS
ROGER LARSON
L..AtVSCAPE NOlES
1. THE WORK CONSISTS or THE COt4PLETE PlANT UATERtAl INSTAUATlON AS SHOWN ON THE DRAWINGS AND
AS HEREIN SPECIfiED. THIS WORK SHAll INCLUDE, BUT IS NOT Ut4ITED TO, THE SUPPLYING or All PlANT
UATERIAl SPECifiED, THE fURNISHING or LABOR, EQUIPUENT, APPUAHCES AND ALL UATERtALS CAllED FOR,
AND IN PERFORt4ING All OPERA nONS IN CONNEcnON WITH THE lANDSCAPE INS T AlLA TlON AS SHOWN ON
THIS PlAtt fURTHER, THE WORK SHAll INCLUDE THE UAINTAlNING Of All PlANTS AND PlANTING AREAS UNTIL
nNAl ACCEPTANCE BY THE OWNER, AND THE fUUlWNG Of ALL GUARANTEE PROVISIONS AS HEREIN SPECifiED.
2. THE CONTRACTOR SHALL ruLlY ACQUAINT HIWSElf WITH HiE RElATED PAVING, SHE GRADING, WATER SUPPLY,
ELECTRICAL SUPPLY, AND OTHER UTlunES TO PRECLUDE ANY MISUNDERSTANDING AND TO FACIUTATE A
TROUBlE fREE INSTAUAnON. CAll THE SUNSHINE STATE ONE CAll 1800-~2-.t770 PRIOR TO ANY
CONSTRUCTION FOR UTlUff CooROINAOON.
J. THE CONTRACTOR IS RESPONSIBlE fOR REPAIRING ANY DAMAGES TO EXISTlNG FAClunES mAT MAY OCCUR
AS A RESULT Of THE WORK DONE BY THE CONTRACTOR CAllED fOR IN THIS CONTRACT. THE WORK
PERfORMED UNDER THIS CONTRACT WilL INTERfACE WITH OTHER WORK BEING PERrORUED BY OTHER
CONTRACTORS. IT WILL BE NECESSARY fOT THE CONTRACTOR TO CooROINATE AND SCHEDULE ACTlVIJIES,
WHERE NECESSARY, WITH OTHER CONTRACTORS AND THEIR SUBCONTRACTORS.
.t. All UATERIALS AND EQUIPt4ENT SHALL BE INSTALLED IN A NEAT AND WORKMANUKE MANNER. THE OWNER
OR HIS REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE REt..OVAl AND REPLACEMENT or ANY
ITEUS WHICH, IN HIS OPINION, 00 HOT PRESENT AN ORDERLY AND REASONABLE NEAT OR WORJ(MAHUKE
APPEARANCf, PROVIDED SUCH ilEUS CAN BE PROPERl'f INSTALLED IN SUCH ORDERLY WAY BY THE USUAL
METHOOS Of SUCH WORK.
5. THE CONTRACTOR SHAll NOTIFY nfE OWNER'S REPRESENTATIVE or ANY CONruCT OR DISCREPANCY IN PLANS
PRIOR TO PERFORMING ANY WORK IN nfE AffECTED AREA.
6. CONTRACTOR SHAll CLEAN UP AND REMOVE FROM THE PREMISES All SURPLUS AND DISCARDED MATERIALS
AND RUBBISH fRO'" HIS CONSTRucnON.
7. IN THE EVENT Of VARIATION BETWEEN THE PlANT UST AND THE ACTUAL NUMBER Of PlANTS SHOWN ON
THE PlANS, THE PlANS SHALL CONfROL
8. CONTRACTOR IS TO PREPARE ALL AREAS THAT HAVE BEEN DISTURBED (DUE TO CONSTRUCnON)
TO ITS ORIGINAL S TATE.
QW)ES AID 8TAN)Af1)8
1. All PlANT MATERIALS SHAll BE GRAOE nORIDA NO. 1 OR BET TER AS OUTUNED UNDER GRADES AND
.STANDARDS fOR NURSERY PlANTS. PARTS I AND It, STATE PlANT BOARD or nORIDA, SHALL CONFORW
TO ANSI STANDARDS fOR NURSERY STOCK (ANSI 160.1- t 980).
ate81l1tI11ON8
1. NO SUBSnlUOONS SHALL BE MADE WITHOUT WRITTEN PERMISSION Of THE OWNER'S REPRESENTATlVf.
PlANT U8T
PC 1
QV ..
SR 11
AM 1
U 11
Phoenix cononensfs
Quercus vrrginlona
Syogrus romonzoftrona
Adonfdla merrillll
Logerstroemfo indfca
CANARY ISLAND DATE PALM
UVE OAK
QUEEN PALM
CHRISTMAS PALM
Tuscorora Crope Myrtle
Fe. 10' CT.
45 GAL. 12'-1'" X 5'-6', ... CAL MIN.. 6' CT.
30 GAl., 10' -14', GREEN TRUNK
Fe. 10'-12' DBL
.30 gol.. 8'-10' x 4'-5', 3 stems mfn.. 2- col.
DNO
RI
PS
ZF
LEe
104
94
11
16
95
Nerium oleonder
Rophlorepsis indrco
Pennisetum setoceum
Zamfa (urfuroceo
Urfope muscon
DWF OLEANDER 'PINK PETITE'
INOIAN HAWTHORN
WHITE FOUNTAIN GRASS
CARDBOARD PALM
EVERGREEN GrANT URIOPE
.5 GAl., 3611 HT.. J' O.C,
.3 GAl.. 2011-2t', 2.5' O.C,
.5 GAL, .30lt X 16lt. 3' O.C.
7 GAl., 20. X 3011, 3' O.C.
1 GAL, 12/1 HT. 2' O.C.
4000 SF
ST. AUGUSTINE FLORA TAM
ALL PLANTS ALONe WATER ARE TO CLEAR VISIBIUTY TRIANGLES PER CODE.
w...at
1. All PlANTING BEDS SHAll BE IlIUlCHED WITH 3- ~HALEUCA IlIUlCH.
PI.ANmQ SOL MX1tR:
1. PlAHnNG SOil fOR THE TREES, SHRUBS, AND GROUND COVER SHAll CONSIST Of 50X NEW TOPSOI~ 25" PEAT "'OSS,
WITH 25" Of NATIVE SOIL. PLUS THE APPROPRIATE ~OUNT or fERTIUIER.
AN11-OE8ICCANT
1. THE TRUNK BRANCHES AND LEAVES fOR ALL OAKS AND t4YRTlES, AND THE fRONDS AND BUDS Of ALL PALMS
SHAll BE SPRAYED WITH AN ANn-DESICCANT JUST PRIOR TO TRANSPORTING TO SITE.
H:fUCI)E
1. APPlY .CHIPCO RONSTAR G- WITH A PROPERty CAUBRATED GRANUlAR APPUCATOR THAT WILL APPlY mE
GRANULES UNIFORt4LY AfTER INITIAL PlAHflNGS HAYE BEEN COt4PLETED. APPLY AT A RAfE Of J 1/2 lBS.
PER 1000 S.f. Of PlAHfED AREA SPECifiED. 00 NOT APPLY PRE-EMERGENT CHEMICAL ON lEAVES.
'Ia- OIA. RIJ8(U HO'S(
FBUIJZER
TREES = 10-10-tO AT 2lBS/TREE
SHRUBS AND GROUNOCOVERS = 8-8-8 AT tOLBS/tooo Sf
SOD = to-tO-l0 AT 10LBS/tooo Sf
00lJlU STR.OO NOt 2
CAlJC( ~Y. WIR(
J W'f WJR[S EOOAlU
SPAClO AAOUHO llf( IRa
,- W(l).lI1JCA wtCH
ROOTBAU. rs roKTAlHER GROW TREE
Af'PROV[D TOPSOIL
BAWU 'III PfAf WOS51
rUT1JLU ~
8T AKNl ND 00YJ<<l
1. All TREES SHALL BE STAKED AND GUYED WITH VERflCAl 2#X2- Plt~E STAKES OR 3- DlAf.cETER
POST AS SHOWN IN DETAJlS. NO DEVtAflONS UNLESS APPROVED IN WRlnNG.
) - -.- u.RTH SAOCl.R
WATEftNQ
1. ALL PlANT UATERlAlS SHALL BE WATERED BY OiE CONTRACTOR THOROUGHLY WHEN PlANTED AND DURING
mE PlAHflNG flUE PERIOD UP TO fiNAL ACCEPTANCE BY OWNER.
SOf)()f<<l
1. CRASS SOD SHAll BE ST. AUGUSTINE nORATAt4 AND SHALL BE WEll UATTED WITH GRASS ROOTS.
mE SOD SHAll BE TAKEN UP IN RECTANGLES PRUERABl Y 12 "X 1.-, SHAll BE A t4INIt4U'" Of 2-
IN mlCKNESS AND SHAll BE UVf, fRESH ANO UNINJURED AT fHE TIlliE Of PlANTING. IT SHAll
BE REASONABLE fREE Of WEEDS AND OTHER GRASS AND SHAll HAVE A SOil MAT Of SUffiCIENT THICKNESS
ADHERING fiRMLY TO THE ROOTS TO WITHSTAND ALL NECESSARY HANDUNG. mE SOD SHALL BE SHADED
AND KEPT t.fOfST UNTIL IT IS PlANTED. DUUPING fRO'" VEHICLES WILL NOT BE PERt4ITlED. DAMAGED
SOD Will BE RrJECTED. REPlANTING SHAll BE DONE WIOiIN 43 HOURS AfTER Tlt4E Of HARVESTING OR
SOO SHAll BE KEPT DAMP UNTIL PlANTED.
2. SODDING SCHEDULE:
1. son SPOTS AND INEQUITIES IN GRADE SHAll BE CORRECTED BEfORf BEGINNING SOO WORK.
2. GROUND SHAll BE SUfflClENny "'OIST PRIOR TO LAYING Of $00.
J. LAY SOD WITHOUT VOIDS, TAt4P OR ROLL SOO SHALL BE mOROUGHlY WATERED. mE SURFACE SHALL
BE TRUE TO fINISHED GRADE UNES, EVEN AND fiRM AT All POINTS.
.. PlACE SOO WITH STAGGERED JOINTS CLOSELY BUTTED, TAMPED OR ROliED TO AN EVEN SURFACE TO
THE REQUIRED FINISHED GRADf. AVOID CONTINUOUS SEAU ALONG UNE Of WATER fLOW IN SWALES.
PLACE $00 IN ROWS AT RIGHT ANGLES TO SLOPE.
5. fERTlUIE.
OISTIHG SOL -
TYPICAL MULTI-STEM TREE PLANTING DETAIL
H.T.S.
N3fECl1ON9
1, fiNAL INSPECTION WILL HOT TAKE PLACE UNTIL All MATERIALS ARE PlAHTED/INSTAlLED CORRECTlY. CONTRACTOR
WIll REQUEST A fiNAL INSPECTION BY WRITTEN LETTER TO OWNER.
2. UPON nNAl NonCE Of FINAL ACCEPTANCE, THE OWNER WILL ASSUME MAlNIENANCE AND THE GUARANTEE/
WARRANff PERIOO BEGINS.
~
:J
o
-c
~
'j
Q
V
o
:J
Q
o
\-
a.
v
L.
l- l.lEI.AUIJCA
wtlCH
r1RWl't COWACTlD SAU<<R
rs SVfTIClOff HOOfT 10
CRfAIE A ,- -.- SOl. UP
AAOOHO SHRV8
SOD Ul.IT
WNfWfJY
1. All SHRUBS, GROUND COVER AND $00 SHALL BE GUARANTEED fROW NINETY (90) DAYS AfTER FINAL ACCEPTANCE
BY OWNER. ALL PAUfS AND TREES SHAll BE GUARANTEEO fOR ONE (1) YEAR AfTER fiNAL ACCEPTANCE BY OWNER.
o:rs TIHG SOIl
Aff'ROVI:D JOf'SOI. BAOOll
'III Pf:AT WOS$jrET1JZ(R
WlXnJRL
c
o
'v;
II)
'E
L.
IU
a.
c
v
~
~
'C
3::
DfW[ Z JC Z PIN( STAKE
OR ,- (M. POSf Af
AHGU: .t: DAA W VlR1lCAI.
GAOUNDCOVER PLANTlNG DETAIL
N.T.S.
AUG 2 2 2001-
)~ JtJtJa.~i2.31 /
..::j,.~,:q{I"':\-:':;.:~~;~"'", .
r,~ :_.~_:_/;. J-':,_,
'''~:_~:;'~ ";?>'
rwICE ROOT8N.J.
DW<<TElt
-~
ROOTBAU. or OOHTAMR
GROWN SIiR08
TYPICAL SHRUB PLANTING DETAIL
N.r.S.
5/8" 0tAW. RIJOO[R HO'S(
OOJ9lE STRANO NO. tZ GAUGE
(lV. WIRE - Z COY WIR($ ON
OPPOSITE SI()($ rs 1lIt TREE
,- IVRHElOCKl.[
3
l.J
4>
II)
:.)
Q)
n
SIHCt.! I1ADU
,,- WUAWJC.4 lAIlUf
l' lilWUUtA \Mal -
~
o
c
.>.
(,]
E
}--.- EAlmf SAIJCU
NllPNU SOl.
II)
~
a.
v
o
5
o
Q
C
(,]
In
f.Jl
C
'j
(,]
c'5
\ ,"\~':\I(")",I
:'(1~. ",!
rns TING SOIl
Ji1lROY[O TOPSOIl 8AOOll
wI PUf WOSS fERflIl(R
WOCIlJRE Wffif IIYOOUR[[
TREE SAYlR.
jlJ3.'ltl"rfJ\L
lIS( TIlIAI4QWI :6'ACM WHlJI( Af'f'llCAIU
cj
E
vf
~
c
..,
....
"~
c
o
o
BARRY M. BYWALEC
TYPICAL TREE PLANTING DETAIL
N. T, s.
SHEE r OESCRIP fION:
2639 McCormick Dr. ClelJrWl'er fL, ",3159
r ell ("12"1) "'2(1-8422 - F 1))(, ("12 I) '2l- 860G
c/o Johnson. Blakely. Pope. Bokor. Ruppell 8 Burns. P .A,
911 Chestnut Street
Crearwater. Florida 33757
TEL (727) 461-1818 FAX (727) 441-8617
DOLP~~IN POINT CONDOMINIUMS
LANDSCAPE PLAN
N().
3
OAT!
(I
:,
1
~
I
~
Ii)
tij
o
~
~
~
00
~
Q
~
..
,...
<;b
~
~
~
~
~
X
a>> o.C.
~
c'i
O[SIGHfD
PMC
ORA WN
PMC
tH(<:.KED
PMC
o 10
~
~
~
~
~
mlGATlON
N
1. IRRlGATIOH SHALL BE SUPPUED TO ALL REQUIRED lANDSCAPED AREAS NECESSARY TO PRESERVE THE lANDSOJ>ING IN A HEALTHY GROWING CONDITlON.
2. AN AUTOt.4AT1C IRRlGATIOH SYSTE" PROVIDING COt4PUTE WATER COVERAGE (100") fOR lANDSCAPE MATERIALS SHALL BE PROVIDED AND WJNTAlNED AS A FUllY FUNCTIONING SYSTEM.
3. ALL IRRJGAOON SYSTEMS CONHECfED TO THE PUBUC POTABLE WATER SUPPLY SYSTO' SHALL INCLUDE A BACKnOW PREYEHTER AT THE SERVICE CONNECTION.
.. ALL IRRIGATION SYSTEt4S SHALL BE INSTAlLED SO AS TO WINIMrZE SPRAY UPON ANY IMPERVIOUS SURfACr, SUCH AS SIDEWALKS AND PAVED AREAS (lOW VOLUWE).
5. All IRRIGATION SYSTEUS SHALL INCLUDE A RAIN SENSOR/SHUT OFf DEVICE TO AVOID UOOGAnON DURING PERJOOS Of SUffiCIENT RAINFALL
6. UNDERGROUND IRRIGATION SHALL NOT BE INSTALUD WITHIN THE DRIPUNES OF EXIST1NG TREES UNLESS ROOT PROTECTION J.fEASURES ARE PROVIDED.
7. IF AVAILABlE, RECLAlt.4ED WATER SHALL BE USED fOR IRRIGAnON PURPOSES.
8. NO PlANTING AREA SHALL BE WORE THAN SO' fRO... A WATER SUPPLY HOSE BIB.
~---~
,/ "
,/
"
20
I
/
40
~
/
/
(
'\. SA WCUT AND r~EMaVE
" EXIS flNG CURB & SIDEWALK
~eM 6" DI WjNAIL
~
... ~mM 1
FOP 2 q M ~RS S SIDE
\ U/P " 93530 042635
POWER ~ c- EL=6.80'
..
DO ~
~PI1/tv " "
80' Po
(< ASp", ~/lt ~Nr
?,J' f: ~OAD
e(t 17tva A>'~A>)
SANI
'"ARy
Sf:~R
"
I
\
I
"
"
\
0. ~ CONe WR8.../
o
~
.~~
() ",-
-.... ~
~8
!'I ($
~<o
~
, ~V\~
ASPH CUL-O-SAC \ ~
('Mom VARIES, ) ~\ ~.
~.\ ~.
" ~#~ 3\~
EXISflNG MEfAL paLES-~ ~.;..s /. \~~~rNOP
fa BE HEMaVED .-., . ~~ FOP 1-1 4 ~f- --.w' hlRB'~ '1 (
~~'1.; \ 1~~,. ,F";.. Ii l'~
rsc." . . ~;~fltl~"':"'~i.
)~ 19I.c...' . ~ . .~~~,'!- ,.i.I~...J'...
PO c- .~'!';' - ,. - .," of"... "~~ '\-\
,~ ~~;;{~'/VI . ~ - ,.. '. ~~ '.
(Y', '.~.-___..... ~ \& ~ .......
. ~. ' . ~ ~iI .... # 11
_~"\I! ~/;~~.~ 1;~:::~~ 3/1tJ i i: ~' ~. \& I) ~
~ ., .'-J~" /" ~ ~u POlfS -~.1 '" '\( 3/1t,L ."
~tt~ 1'~ I. "....:::.~'~..r/ HltH (fW) .':' FeM 4.~~~ .", :, - ~
~~ ". ~~ 'l.l'l./ 1)-'" ____ W/NAIL r~./\t.., ...:- ..,-:~.~. ..;
"'~N i '~~'/ ~'!> <...- ~? ~'~ -l.,: . ~
8~i. ~~1~~~ ~ x t! ~ . ;. ~ ~~ f--.... $ ,... '':.~~:':' '1 f"XIS
STOHMWATEH ~ '...11\ ~tll ';:: ~ h.. __ __ -_,? @) ~. 'i ....... ~ '~~ l1NG 6.
TREATMENf AHEA ~ rj~ ~}.~~~. ~ W-i1 i7: ~ "'. '-......... ,I ~ "~1~~ I~ ~ W-i/fj
~ ,/~I . ~~r.,' ~ n '--. '" '" ~'f 7 " · t' ~ ~.fi"q ~AlAI).
VJf). ll"'" lI~~. ~'O'..t /~'", ~-....". ~t~l:: I~? iIAI& '1()/.i~~~~'-: " " 'Y
J I 1-.. I ~ 1~ - ~ '~"'O. "'.... ~ r 'J . t IJQ ~o. Oil....
. '(;,/[//1/6' ~ r., ~ ~ :0~ ~~~l< ____ T\'7). ASf'H 'Oor,o)~~,<')
~:J. " ;Gmt ',I t.;. A t'~~ ..... Nj 'Ill tho. 'I 11 /! /. ....1. .~, -PJWPOSED WA rm ----____
... 'f.:1. .o~ ~ 1; ~J'; ~ i2K \ II.' /" a9~ SEHVICE
'J. · ~ '/': ~-1~\J'~ '
I ~ ~, ::--:: 11-' 7 f,
#205 . /; " . vt-eJ/ . ~ ~ ~ ~,,- ~ I ...
DOLPHIN POINT · ~~/lTh( ....,:~~ ~ ~\ J ~., ':#A (, ~~I ~/,
CONDO rJ /;~ I) . 00...". ~ ~ ""<.'#'q:!'L ~ r' 8' ~^ IM~
h' :n ~~ ~ /I .o~> ~l b.~ ~ ~ ('" ~.
~:~~~. 'r~""" ~A~'" @ ~ ~"~q~, ',~~~~
llfll; ~' '. '00..."., ...... .lE ~~,~ ~!~c)f )Jx
i ~~',J :! ~,. f? i @~. ~ "00,:. ~ l. K
fit;; rf. 1'" ~~ :g~, " SrOoAo1fl '1)
x ...hI If!J. ,', ,-~--.. .,,~ .o~ ~I/ V
~~~~~~. ~~;.. ~ l /1
0.1'W ' ..b-;~-,,,. ~ ' t
~ j ~.~. :;r ? ~:,., ,~-:.. .",\... ,----s... (ffl'ii'~ r~~ ........ '~!.I ~= ',r/,
He N~ I~;!) ;r( 1 "1'F ~~~~ ~"\.,(f i),'~ lk
~ 11...~ .... ~y: /:;~ '\.4- )("~""-'::J Sro.c.. yj . .
~ mo NAIl ~ c~... -.~. 'ru ......i~~ .0' ''-1(;;:~ lh. --..v1-' '
o (9),~~eI' IF' 9.....0. f1;'" ~ ~~ , J ~ '~~
C 16 I .r-r;.~~'tFN .. ~_~ ~l./~J~~ U
1.2~' SU ~AIl. CAP(rn>). s~~~~M~.,J.~ ~ rr-........, ~ .~~ ~, ~
~ ,.." r~_,I :fj au: eA'" fl,. . ~. V t:.
1 ' ' ~ ,.- ... ~I / '"
rAcr. S€A WAU. CAP(Tt'P) <0' (~ !Ji( ~,.'
o ~~~'J'.'") ~~.~
o 8iJ, OJ' . ,:. ,,;,. ~. ~ oN. c/'S
rAU. ~ 'It nv) Ctl~:r~,<') s. 'r.~{ J v;7:J'
t.f~ , ~..~~OK ~~ ~;'~
lh...~~~ "
~ "'-4.. . ~
'~~
FN ILL SN&1> '\ Qr.'o C.
'4P......
__O.l~'$ 1 o--~\ "',,), (J,
(J, iJ,OJ"
iJ, OOrJJ,<')
\
\
\
~
,
"
\
~
~~
~
..NO P~O
b -'_
~a.
N -CONNEC f fa EXISTING
SANI f Ar~Y LA rEr~AL
#223
~>
x
~
_~ ii:'
Vo -~
~8
:t ~.
....
~
&::'
(J- ::'\
iiT~
. .4;
-~ ~
/?/jv
fI~
~ ~
o
(
o
'-I
o
~
o
..~
x
.~ 1J'
'6. ./0
'.;
~~~o
( .;~ <0'
'-- WOOD DOCK AND PILINGS 8 ~o.
FOH BOA T SUPS fa BE ...........
CONSTRUCTED BY on~ERS
~
fN&O ILLEGIBLE
o
"
..
//1; If? /j
CO~
S//j[
THE SI<>HAT\JRE OF THE OOAUTY
CONTROl. OfflCER IN nu' SPAtE
INOI<ATES THAT ALL R[OUIR[O
PER"ITS HAVE aUN OBTAINED
AND THAT CONSTRUCTION IS
AUTHORtZlD TO COhlMENCE,
o
HAtUIf
JtJ.00"
.JQ 0 (,0-"
. 're) <,/
o
FN&:O ILLEGIBLE
.;
~
~'O'
....................;0
IIUOO.\1'Df I..OOmID
\
\
\
\
~~
----
8
(9
W/j 1[:
f? W/j y
.
'1 AAOO.8 RAINJIIU) SfAAYS
."
r :RAaUJ ltAINBIRD SfAAYS
r1 RADIUS lWNlUD SPRAYS
t:l RAOOJS 1WNBUU) SPlAYS
8IDBIEND 811UPS MINBlJU) HAYS
SIGHT TRIANGLE
.
~
-------...,.,--
o
~
11 lWXUS 1WNJIIU) SPRAD
.
.
. RADIUS .ltAINJIlU) SPMYS
PREPARED FOI~,
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS, SURVEYORS i} PLANNERS
ROGER LARSON
IRRrGATION
GENERAL
l. T~E CCNTRACTOR 8~ALL F<:EFER 'TO n4E LAND8CAPE PLAN UA4EN T~NC~ING TO LAY PIA: TO AVOID NEW AND EXI&TING TfiC:EE&, L~E 8~~ee AND UTILITIE&.
2. ALL WIRlNa F~CM TI-iE IAAICIATICN CCNT~OLLER TO TI-iE ~MOTE CCNT~OL vALVE/?> 8~ALL ee UP..1411 DIFC'ECT 6URlED CAel..E. ALL WIFl'!: ePLICE& ~L ee MAOE IN
VAL \IE eo><E& Ct-lL Y U61NG RAIN 61F(:[) eNAP.. TITE ~ECTOR& AND eA:AL.ANT.
3. TJ..lE CONTRACTOR ~ALL VERIFY ALL CONDITICt-l& AND DIMEN61CNe ~ CN n-IE PLANe AT TJ..lE 81TE FRIOR TO Cct"t1ENCEMENT c.: ~ UNDER TJ-ile CCtHRAC'T.
4. ALL IF<RlGA'TlCN INeTALLATla4 8UAlL ~ TO LOCAL CODE& AND ~GULATI~e.
~. T~E CCNT~rOR 6~ALL. ee F<E8PCN616LE FOR T~E FINAL. ADJu&TMENT TO ALL. 8PRAY& TO AeeU~ 1<Zl0 PEF<CENT COVERAUE AND TO MINIMIZE OYE~Y.
6. NO L1NE& A~ TO BE LOCA lED wtT~IN TI-iE PROTECTIVE RADIU& C4= TREEe
.1. CCNTRACTOR 1& TO MATC~ F'RECIPtTATIa4 RATE& FOR TI-iE I-WTER J..lEAD&.
~. TI4E CONTRACTOR 8~AlL CONTACT TI4E LAND8CAPE AF<C~ITECT IN TI-iE EVENT T~AT ANY DE816N C~ANGEe A~ DEEMED NECE6eARY BY TJ..lE CCNTRACTOR TJ..lE~ C~ANGE& CAN n~EN 6E MADE
LUITJ.4 n4E ~ovAL c.: TI4E LAND8CAPE AF<CJ-iITECT.
-a TJ..lE CCtHRACTOR Ie ~~&I61E IN MAKINa OO~ TI-E F'OF<FO~D &Y6TEM 1& IN GOOD LUO~NG ~ER
10. TJ..lE CONTRACTOR 1& TO IN&"TALL A MANUAL OR CtATE VALve FRIOR TO EACJ.4 ELECT~IC VALVE.
It TJ..lE CONTRACTOR 1& TO OOeMlT 1F<RICtATrCN PLANa TO uer FOR A~OVAL FRIOR TO TI-iE eTART (K ~
12. CONTRACTOR TO VE~IFY eXI&TING ~8UFC'E;t:LOW PRIOR TO IN6T ALLATla4 IN CME AD.)J&lMENTe TO TJ..lE DE81UN NEED TO ee MADE.
PIPE
l. AlL IF(RICtATION PIPE INCLUDING MAINLINE AND CONDUIT& 1& TO 6E OCJ..lEDULE 40 PVC. ALL WIRING TO 6E IN CctJOUIT IF NOT Wln~IN TI-iE MAINLINE TF<ENCJ.4.
ALL ~EEYINa LI'lDER PAYEMENTTO BE OCI-iEDULE 40 AND l1..lJc::) TIMEe TJ..lE DIAMETER (K TJ..lE Pipe 6UPPL. YING.
2. ALL PIPINa CN TJ..lE PLANe 16 DIAURAI"11ATICALL Y ~~TED FOR CLARtTY AND ~LL ee ~~TEDTO AVOID ABOve AND eELOW u~Ct1ND FEATU~&. DE61UN MODIFICATI~e ~LL CNL Y ee MADE A&
NECE6eARYTO MEET FIELD CONDITIONe AND ONLY UF'CN AF'F'f:(OVAL c.: TI-iE LAND8CAPE ARCJ-iITECT.
3. DUCT TAPE ANO OR PLtJ<:::s ALL OPEN CONNECTION& TO PREYENT DEBRI& CONTAMINATION DURINCs IN&TALLATION.
CCNTROLLcR
t CONTRACTOR TO RUN ONE 6TATION AT A TIME UNLEOO TUJO 1& ALLOlEO. CONTRACTOR e~ALL FROYIDE A C()NTROLLER OCI-iEDULE TO MINIMIZE ~eeuRE LO&eE& T~ROUGI.40u-r TI-iE eITE.
2. TI-iE CCNTROlLER TO ee LOCAtED A& el-k;UN ON Tl-ie PLAN. CONT~OLLER TO BE
RAIN61F<D EeR.X CONTRACTOR 6~ALL. IN6TALL PER MAUFACTUF<ER5 f:(Ecot-f1ENDATICN. CONTRACTOR TO COOF<DINATE EXACT LOCATION WIT~ Ti-4E AReJ-irtEcT F'RfOR TO
IN&TALLATICN. uRCU\iD ROD& e~ALL ee IN&TALLED BY TI-iE CCNTRACTOR
3. t20 VOLT, 61NGLE ~AeE eLECTRICAL POJ.eR 16 FC'EQ.JI~D TO OPERATE TI-iE IF<RJCtATION CONTROlLER. TJ..lE CONTRACTOR ~AlL 6E r-ct:6PON616LE FOR ~INATINa TI-iE LOCATla4
a= T~I& POJ.eR IT ~L 6E TJ4E F<E6PCN&16ILI'TY C4= mE CCNTRACTOR TO 6EE n~AT TI-iE CCNTROLLER 16 WIRED IN AC~ANCE lUITJ.4 ALL ELECTRICAL CODE&.
ALL MATERIALe NECE6eARY TO u)1~ Ti-4E CCNTROlLER 8I-~LL ee FUfCNI6J..lED BY T1-4c C~lRACTOR.
6ACKFILL
I. ALL MAIN liNE PIPING 6~AlL ee 6URIED TO ~A\IE A MINIMUM COVER c.: 20". ALL LATERAL PIPINa DO..LN&TF<:EAM a= TJ..lE MAINLINE 8~LL BE 6URIED TO
~ve A MINIMtN COVER c.: 12".
2. BACKFILL TRENC~E5 LUIT~ FINE GRANULAR MA lERIAL WIT~ NO FOREIGN MATERIAL LA~ER T~AN 2 'nll_
rEeTlNG
I. PRIOR 'TO BACKFILLING, OPEN TI-~E vALVE .t\ND OPERATE EAC~ CIRCUtTTO Ci--lECK FOR LEAKAGE AROJND PVC FITTING8. MAKE NECEOOARY COf<f<ECTIONe TO 5TOP LEAK&.
2. ~lE5'T T~eE 8Y5TEM6 ~ERE LEAK& lLeRE CORf<ECTED BEFORE COMMENCING BACKFILLING OPERATION&.
3. UPON COMPLETICN.TE6T TI-iE ENTIRE 6Y5TEM FOR OPERATION INCLUDING ELECTRICALLY ACruATING Ti--lE VALVE. F(UNT~E 8Y5TEM UNTIL WAtER BEGIN5 TO RJDDLE .t\ND/OR Fa.JN CA= TO DETEFCMINE
n~E INITIAL CONTROLLER F(UN TIME TO DETEFCMINETI-iE NUMBER a: IRRIGATION CYCLE5 NECEOOARY TO MEET llEEKL Y EVAP01RAN5PlRATlON RA'TE6 FOR TI--lE PLANT MATERIAL IN5TALLED,
~
A86Ull T&
I. UPON COMPLETION Of: IIA5-6UILT" DRAWING5, ~PARE CONTROLLER C~ART6 . ONE FER C()NTROLLER. INOICATE IN TI-iE C~ART EAC~ AREA C()NTROLLED 6Y A VALVE.
T~15 C~ART e~ALL BE ~DUCEO TO A 61ZE T~A'T WILL FIT WtT~IN T~E C()NTROLLER DOOR OR A UTILITY BAeKET WIT~IN TI-iE ENCLoeur:<e. n-4E REDUCTION e~ALL BE A BLACK
.t\ND WilE COpy T~AT 16 "~E~ETICALL Y 5EALED BETWEEN TWO 2~MIL PIECE8 a: CLEAR PLA8TIC.
IN8PECTrON
I. BEFORE ACCEP'TANCE OFTi--lE IRRIGATION 6Y6TEM,Tl-iE FOLLCWING DOCUMENT5 e~ALL BE eu6MITTED FOR ~OVAL:
FINAL WALK.. T~ROUG~ AND COf<f<ECTION 01= ANY FUNC~"LI~T ITEM&
COMPLETION .t\ND ACCEPT~E Of: ACCURA1EL Y DRAFTEO 11M-BUILT" DRAWING5
ACCEPTANCE a: CONTROLLER C~ART5.t\ND PLACEMENT IN Ti--lE CONTROLLER
2. M.t\NUAL FLu.el-4 vALVE6 OR FLUeJ.4-OUT'6 el-kJULO BE FLUei--lED n-lF<EE (3) TlME6 EAC~ IRRIGATION eEA50N FOR A PERIOD a: 30 TO 60 6ECONDe OR UNTlLT~E WATER 15 V1616L Y CLEAN, ~ILETI-iE
vALVE 16 ACTivATED. n~E 6Y6TEM el-kJULD BE FLIJei--lED M()NT~L Y OR MORE FREG<UENTL Y, FLUe~ING 15 AL60 RECct1MENDED ANYTIME niE 5Y6TEM Ie REPAIRED.
P~T MATERIAL
1tD" AMI! TEl< Y AI. va 00)(
wm~ LOCKlN::i COVER
fiNISH GRADE/TOP or 14UlCH
F 1N1e.H GRAD!!
POP-UP SPRAY SPRINKlER:
HUNTER SRS SPRAYS
PIA! elEEVt:
h
P\'C SCH ao NIPPlE
(lENQlH AS REQUIRED)
PVC SCH 40 ELL
~PVC SCH 40 STRUT ELL
PVC SCH ao NIPPlE
(LINGlH A.$ REQUIRED)
,- "~~PVC StH 40 STREET ELL
-~~~C SCH 40 lEE OR ELL
~P\'C LATERAL PIPE
r-tAN..IAI. Y.At. V1!
MANUAL GATE VAL VE
NT&
I'.b- 0
CGt-4TRACTOR eMALL c.ct-F1"it(;t1 TO
n~ f<1!auIREMENt~ a: eEEOm.6ND eoDOlN()
~I
&j
J:~
. 1:
~~
}. CGt'1f' AC TED TOPeOfL
31"" Pf!A ~veL
eRlCK& (I c.- 4)
~\UATERFlCW I
HUNTER SRS SPRAYS
NT5
..
~
-.
TORO 41G SlRlf5 CLICK COUflfR
TRf'l [ & WIiCo JOIi T
PVC 001. 00
TORO QUICK COUPLER
rOUTSIOE VlAJ
NT5
~
HYBRIO CONTROllER:
RAIN BIRO ESP SERIES
OUTDOOR WALL t.IOVNT
HAND r AMPEO enEcr FINe l!AR1l4
OR &ANO (N AREA& CfI OVER.
E!XCA Y A Tl<::W
HAlNI..iNI!
METAl.lLEO IOENTlfICAT~ TAPe ). rAPe wII:::>m. eLUI! IN COLOR
TAt=1! ~L~ TO Rf!AOI "CAUT~ Na-(.flO1'AelI! I~TIa.. lUATER LINe etlRJEO eELOJ1I
TYPICAL TRENCHING/BACKFILL
NTe
50-INCH UNEAR lENOTH or WIRf,
COILEO
WATER PROOF' CONNECTION
(lor 2)
10 TAG
VALVE OOX WITH COVER:
12-INCH SlIE
nNISH GAADE/TOP or 14UlCH
RENOTE CONTROl VALVE:
RAIN 8\RO P!$- B
P\'C SCH ao NIPPlE (nOSE)
PVC SCH 40 ELL
PVC SCH ao NIPPU
(LENGTH AS REQUIRED)
BRICK (lor.)
SCH ao NIPPlE (2-IHCH lENGTH,
HIOO[H) ANO ~H 40 Ell
~.~~'
. . ,
. .. . ...,......
- .
.. . ......- .~."
, , '. .' . . I .. .,
-.... ," :;" :". . (' ::::.... " ':F..-:
4~F .. ~:.,:.::'. .~~
10' J1f T fK V /tJ.. V[ 130)(
WIlli L<Y.AIic. COYt:R
P\'C JUJNUNE PIPE
PVC SCH40 1[[ OR ELL
PVC SCH 40 tU.LE ADAPTER
PVC LATERAL PIPE
'.O-INCH 14INIWUt.f OEPn. or
'/.-INCH WASHED GRAVEL
~
~
~....-' .~ L. .~ ~
.... ,... ,~. -~. -' .....".J ...., . .f.:J:!:......-;-rl)~:
f.,~ .3.' '.,:. ~/ ,.... ~.-.. -", ~.
f - , i:' . ". 1 .
~.. '. . - ,.. 'l 'J . ..:
..,. r 7f2... .,'
. - '. - :"";-
... -.' l~~ ~
NT&
RAINBIRD PESB SERIES VAL VE
,- COHTRACTOR TO NOUNr OM WALL
1.'-INCH PVC SCH 40 CONDUIT
ANO fITTING'
JUNCTION 00)(
I-INCH P\'C SCH 40 CONDUIT
TO POWER SUPPLY
WIRES TO RE140T[ CONTROl
VAlVES
RAINBIRD ESP-Me 8 ST A liON SA TELLITE
N'Te
SHEE f DESCHIP nON,
DOLPHIN
IRRIGA .fION
2639 McCormick Dr. Clearwater Fl. 3,S1~')
fel, C!21) 124-8422 - Fax. (l2l)1241360G
clo Johnson. Blakely. Pope, Bokor, Ruppe" 8 Burns, P .A.
9" Chestnut Street
Clearwater, Florida 33-'5-'
TEL (72-') 461-1818 FAX (727) 441-8617
POINT CONDOMINIUMS
PLAN AND DET AILS
."lo ~\I(."~"(
:.\('~' .,.~:
IN&TAlLATI~ NOTE&
I. A . MAIN LINE TO 6E IN&rALLED AND TEe-TEO
AC< ING TO MAN.FACTtlRER'& IN&tF<UCT~& 1J.l~ICH
A PART ~ THE IN&TALLA11~ 6FEC1FICATlcti&.
1. T OEPm .AND W1Dm ~lL 61! A&
IN n e,peCIFICATI{;t.l&.
P&I ~TE ~ 6ETfER 1& TO 6E 001:0
T OCK&.
- FltllNG&. MINIH..t1 a= 2 OJ61C f:l:eT CfI C(;t.ICf(2TE TO ee 001:0.
~ ~/':';
~ .:Z..,' ~\_:.
" .
. . .
J31J3Nlrrrj\l..
6.
BARRY M. BYWALEC
IlTlNG&, MINIt-U1 Cf= ".~ FEET Cf= ~TcTO ee ue.ED.
It'U1 Cf= 2 OJ61C feeT a= ~n! TO eI! ue.ED.
AUG 2 2 2001
TYPICAL THRUST BLOCK DETAILS
P,E. #32231
J08 NO.
NO.
OAfE
SHT.
6/7/01
OF
3
3
c
o
"in
.~
E
L.
v
a.
c
v
~
~
'C
~
....
J
o
.c
~
'j
o
v
o
J
U
o
L.
a.
v
'-
'-
o
o
v
If)
J
V
.0
....
o
c
^
o
E
If)
....
a.
v
o
c
o
o
u
c
o
If)
{.Jl
.S
~
o
\..
o
o
c
v>
~
c
o
~
::;
If)
c
o
o
C
0'
"in
v
o
o
u
'C
o
G:
o
o
N
...
L:.
0'
.~
g-
o
@
c:
"
~
.Q.
I
i
:.t
0
~
r...:
N
QI
~
QI DRAWN
.
-q
~ LCS
~ CHECKED
r::.
0>
,. LCS
~
'i QUALITY CONTROL
r-
0>
,. CS
Vi
,
j'
'4
,~,
/'
0.'/
/:<'/
/
/
, , .I
G/o:;/
r
"... I
",II'
''-,/
~."
')
(
r'
'-....
'~'
......
SURVEYOR'S REPORT
MAP Of' BOUNDARY AND TOPOGRAPHIC SURVEY:
"'''-
THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER.
LEGAL DESCRIPllON:
(SEE DATA SOURCES 2 a 6)
PARCEL I:
Lot. 10 and II, UNIT 5-A, ISLAND ESTATES OF CLEARWATER, according to the plot thereof,
r.card.d in Plot Book 60, Pag.(.) 51, Public R.cords of Plnellos C01Jnty, Flor Ida.
PARCEL I I :
A parc.1 of land b.ing 0 portion of the Wot.rwoy according to UNIT 5A ISLAND ESTATES OF
CLEARWATER, a. r.cord.d in Plot Book 60, page 51 of the Publ ic Reco.d. of Pinel 10. County,
Florida, lying within S.ction 8, Town.hip 29 South, Rang. 15 Eo.t. City of CI.orwat.r,
Plnello. County, Florida, being more particularly de.cribed o. fol low.:
Begin at the Southeo.t corn.r of Lot 10, UNIT 5A ISLAND ESTATES OF CLEARWATER, a. recorded
in Plot Book 60, page 51 of the Publ ic Record. of Pin.llo. County, Florida, .am. 01.0
b.ing the Southw..t corn.r of Lot 9. .aid UNIT 5A ISLAND ESTATES OF CLEARWATER: thence
S22029'54dW, along the South.rly .xten.ion of the field locat.d Eo.! I ine of .oid Lot 10,
for 146.58 feet to the point of Inter..ctlon with a Southerly I ine at .aid UNIT 5A ISLAND
ESTATES OF CLEARWATER: th.nce N67046 , 15"W. along .aid Southerly line of UNIT 5A ISLAND
ESTATES OF CLEARWATER, for 120.15 feet to the point of interlectlon with the Southerly
.xten.lon of the field located We.t line of Lot II, .aid UNIT 5A ISLAND ESTATES OF
CLEARWATER: th.nce I.avlng .aid South.rly I ine of UNIT 5A ISLAND ESTATES OF CLEARWATER,
N22032'03dE, along said South.rly extenalon of the field located Wed line of Lot II. for
147.16 f..t to the Southw..t corner of .aid Lot I I, .ame 01.0 being the Southea.t corner
of DOLPHIN POINT A CONDOMINIUM, a. record.d in Condominium Plot ~ook 36, page 76 of the
Public R.cord. of Pln.lla. County, Florida, .am. 01.0 b.lng the point of int.r..ction with
a non-tang.nt curv., concov. north.a.t: th.nc. .outh.a.t.rly along the South lin. at .ald
Lot II, along the arc of .ald curv., from a radial bearing of N24028'32dE, having 0 radius
of 170.00 feet, a central angl. of 0200l'22d, on ore I.ngth of 6.00 feet, and 0 chord
bearing S66032'09ME for 6.00 fe.t. to the point of tangency: thence S67032'50ME, along
said South I in. of Lot II and the .outh I ine of Said Lot 10, rupecllvely, for 114.06 feet
to the POINT OF BEGINNING.
Containing 17,634 .quore feet or 0.405 ocr.., more or I....
ACCURACY:
Error of clo.ur.: 0.006 feet (LCS) ,
I. THE ACCURACY STANDARD USED FOR THE HORIZONTAL CONTROL FOR THIS SURVEY, AS CLASSIFIED
IN THE MINIMUM TECHNICAL STANDARDS (6IGI7-6 FAC) , IS MCOMMERCIAL/HIGH RISKM. THE MINIMUM
RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS I FOOT IN 10,000 FEET. THE ACCURACY
OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS I FOOT IN 851,473
FEET.
2. THE FIELD MEASURED VERTICAL CONTROL FOR ELEVATION INFORMATICN SHOWN UPON THE SURVEY
MAP IS BASED ON A LEVEL LOOP USING DIFFERENTIAL LEVELING TECHNIQUES. CLOSURE ACHIEVED WAS
0.022 FEET ERROR IN A 0.366 MILE LOOP LENGTH WHICH EXCEEDS THE MINIMUM ACCURACY
REQUIREMENT CALCULATED AT A MAXIMUM MISCLOSURE OF 0.030 FEET.
3. ALL CONTROL MEASUREMENTS WERE MADE WITH A TRANSIT AND STEEL TAPE, OR DEVICES WITH
EQUIVALENT OR HIGHER DEGREES OF ACCURACY.
DATA SOURCES:
I. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH LINE OF LOTS 6 THROUGH II, UNIT 5A
ISLAND ESTATES OF CLEARWATER, (SEE DATA SOURCES 4), BEING N67032'50.W, AS SHOWN ON THE MAP
OF SURVEY.
2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITIW~NT PREPARED BY FIRST
AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NUMBER FA-CC-CW/JH, FILE NUMBER 118912-4-01,
COMMITMENT DATE MAY 8, 2001 AT 5:00pm. THE LEGAL DESCRIPTION SHOWN HEREON IS AS IT APPEARS
IN SAID TITLE COMMITMENT.
3. ELEVATIONS ARE BASED UPON A CITY OF CLEARWATER BENCH MARK DESI~NATED "DE-3.5", A FOUND
CONCRETE MONUMENT WITH BRASS DISK. ELEVATION -7.446 FEET.
4. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF UNIT 5A ISLAND ESTATES OF CLEARWATER, AS
RECORDED IN PLAT BOOK 60, PAGE 51 [SHOWN AS (P) ON MAP OF SURVEY], OF THE PUBLIC RECORDS
OF PINELLAS COUNTY, FLORIDA.
5. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF THE FOLLOWING CONDOMINIUM PLAT BOOKS: (a)
DOLPHIN POINT, A CONDOMINIUM, AS RECORDED IN CONDOMINIUM PLAT BOOK 36, PAGE 76 [SHOWN AS
(PI) ON MAP OF SURVEY]: (b) DOLPHIN COVE, A CONDOMINIUM, AS RECORDED IN CONDOMINIUM PLAT
BOOK 20, PAGE 55 [SHOWN AS (P2) ON MAP OF SURVEY}: (c) DOLPHIN APARTMENTS ASSOCIATION OF
CLEARWATER INC., A CONDOMINIUM, AS RECORDED IN CONDOMINIUM PLAT BOOK 2, PAGE 96: (d) ISLE
OF CLEARWATER, A CONDOMINIUM, AS RECORDED IN CONDOMINIUM PLAT BOOK 52, PAGE 44: (e) ISLAND
MOORINGS CONDOMINIUM, AS RECORDED IN CONDOMINIUM PLAT BOOK 39, PAGE 108: ALL OF THE PUBLIC
RECORDS OF PINELLAS COUNTY, FLORIDA.
6. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT PREPARED BY FIRST
AMERICAN TITLE INSURANCE COMPANY, COMMITMENT NUMBER FA-CC-TF/AMO, FILE NUMBER 119272-4-01.
COMMITMENT DATE AUG 7, 2001 AT 5:00pm. THE LEGAL DESCRIPTION SHOWN HEREON IS AS IT APPEARS
IN SAID TITLE COMMITMENT.
UMITA l1ONS:
I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR/CERTIFIED TO, WILL BE THE
RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR.
2. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS AFFECTING THE SUBJECT PROPERTIES
THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
3. THE LOCATIONS OF THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES WERE PERFORMED
BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON THE MAP OF SURVEY. ONLY THE UNDERGROUND
UTILITIES AND/OR THEIR APPURTENANCES WHICH WERE VISIBLE FROM GROUND LEVEL TO THE SURVEYOR
ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED AND MAPPED. NO EXCAVATIONS OR
SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY THE SURVEYOR TO VERIFY THE EXISTENCE
OF ANY UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES. THE SUr~EYOR MAKES NO GUARANTEE
THAT THE UNDERGROUND UTILITIES AND/OR THEIR APPURTENANCES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.
4. PRINTED DIMENSIONS SHOWN ON THE SURVEY SUPERSEDE SCALED DIMENSIONS. THERE MAY BE ITEMS
DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION.
1
5. UNDERGROUND FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETiRMINED.
6. IRRIGATION EQUIPMENT AND/OR THEIR APPURTENANCES HAVE NOT BEEN LOCATED UNLESS OTHERWISE
SH~, ON MAP OF SURVEY.
\
7.,-NQN:"fXOTIC TREES 4 INCHES AND LARGER DIAMETER AT CHEST HEIGHT WERE LOCATED.
8.THES'uBJECT PROPERTY LIES WITHIN FLOOD ZONE AE, BASE FLOOD ELEVATION -12, ACCORDING TO
.-THE FLOoD INSURANCE RATE MAP, CotJMJNITY-PANEL NUMBER: 125096 00)7 D, MAP REVISED: AUGUST
19,1991. THE FLOOD INSURANCE RATE MAP ZONE STATED IS APPROXIMATE. AN ACCURATE ZONE
DETERMINATION SHOULD BE MADE BY THE PREPARER OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT
AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS PRIOR TO
ANY JUDGMENTS BEING MADE FROM THE ZONE AS STATED. THE ABOVE REFERENCED FEDERAL EMERGENCY
MANAGEMENT AGENCY MAP STATES IN THE NOTES TO THE USER THAT THIS MAP IS FOR INSURANCE
PURPOSES ONLY.
9. NO INFORMATION FOR THE ADJACENT PROPERTY OWNERS WAS SUPPLIED TO THE SURVEYOR.
10. SHOWN ANYWHERE ON THIS SURVEY, THE WORD .CERTIFY. IS UNDERSTOOD TO BE AN EXPRESSION
OF A PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND
BELIEF, AND THAT IT THUS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY.
I I. CALCULATED (C) GEOMETRY SHOWN ON THE MAP OF SURVEY WAS CALCULt.TED USING FIELD LOCATED
POINTS.
SUBJECT,
---,
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
1;1;
0-
..
2639 McCormick Dr. Clearwater FL, 33759
Tel, (727) 724-8422 - Fax, (727) 724-8606
Certificate of Authorization: LB 6707
State of Florida
BOUNDARY INCONSlSTENQES:
I. ANY ANGULAR AND/OR DIMENSIONAL DISCREPANCIES BETWEEN THE LEGAL DESCRIPTION(S) AND THE
FIELD LOCATED OCCUPATION BOUNDARY CORNERS, AND BOUNDARY CORNERS WITH MULTIPLE BOUNDARY
MONUMENTS ALONG WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL MISSES, ARE SHOWN ON MAP OF
SURVEY.
2. THE OVERALL DIMENSION FOR THE SOUTH LINE OF LOTS 6 THROUGH II, UNIT 5A ISLAND ESTATES
OF CLEARWATER, (SEE DATA SOURCES 4) IS CALCULATED TO BE 334.54 FEET. THE FIELD MEASURED
DIMENSION WAS FOUND TO BE 334.70 FEET. THE RESULTING 0.16 FOOT DEFICIENCY WAS PROPORTIONED
AT 1.00047827 FEET PER FOOT TO PERFORM THE MATHEMATICAL CALCULATIONS NECESSARY TO
DETERMINE THE DIMENSIONS OF THE PLATTED LOTS AND SUBJECT BOUNDARY.
APPARENT PHYSICAL USE:
THE SUBJECT PROPERTY IS VACANT.
EASEMENTS/RIGHT -Of'-WA Y:
I. THE RIGHT-OF-WAY FOR DOLPHIN POINT IS ACCORDING TO THE PLAT OF UNIT 5A ISLAND ESTATES
OF CLEARWATER. (SEE DATA SOURCES 4)
THE FOLLOWING ARE PER SCHEDULE B-II OF THE TITLE COMMITMENT REFERENCED IN DATA SOURCES 2 a 6:
2. Cov.nant.. condition.. r..trictlon. and .a.em.nt. a. r.cord.d in O.R. Book 1970, Page
28, tog.th.r with .uch addition. and amendm.nt. a. from time to tlm. may b. made, and any
po..lbl. charg.. and/or a.....ment., Public R.cord. of Pin.lla. County. Florida, but
d.l.ting any cov.nant, condition or r..trictlon indicating a pr.t.r.nce, limitation or
dl.crimlnatlon based on roc., color, religion, sex, handicap, familial .tatus, or national
origin to the .xt.nt .uch cov.n.nt., condition. or r..trlction. vlolat. 42USC 3604(C).
[SHOWN AS (D) ON THE MAP OF SURVEY]
3. Subj.ct to all matt.r. a. .hown and ..t forth at the plat of UNIT 5A. ISLAND ESTATES OF
CLEARWATER, 01 r.cord.d In Plot Book 60, Pog.(.) 51, of the Public R.cord. of Pin.llo.
County. Florida. (SHOWN AS (P) ON THE MAP OF SURVEY)
4. Subj.ct to the r.lldual royalty right. of Coaltal p.trol.um Company, or It. a..lgn.
re.ulting from any agr..m.nt with the Tru.t... of the Int.rnol Improvem.nt Fund of the
Stat. of Florida: 0110 ,ubj.ct to oil, go. and min.ral I.a.e. from the Trult.e. of the
Int.rnal Improv.ment Fund of the State of Florida. to Coa.tal Petroleum Company, record.d
In D..d Book 1184. Pog. 399 and any modification. or addition. to any of .uch I.a.e.
p.rtalning to 011. gOl, aulpher, and 011 mln.ral.. on or under said land., with the
und.r.tanding that the removal of .am. wil I be done only by m.on. oth.r than .nterlng upon
or u.lng the .urfac. of .ald land.. [A REVIEW OF THIS DOCUMENT REVEALED NO PLOTABLE
EASEMENTS}
CERllF1ED TO:
ROGER LARSON
JOHNSON. BLAKELY, POPE. BOKOR, RUPPEL AND BURNS, P.A.
FIRST AMERICAN TITLE INSURANCE COMPANY
BADGER PROPERTIES, LLP, A FLORIDA LIMITED LIABILITY PARTNERSHIP
PREPARED FOR:
ROGER LARSON
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE:
TERRY D. FERGUSON
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER PSM 4535
STATE OF FLORIDA
(P)
(P I)
(P2)
(D)
(L)
- PB 60, PG 51 (SEE DATA SOURCES 4)
- CPB 36, PG 76 (SEE DATA SOURCES 5)
- CPB 20, PG 55 (SEE DATA SOURCES 5)
- OR 1970, PG 28 (SEE EASEMENTS/RIGHT-OF-WAY 2)
- LEGAL DESCRIPTION (SEE DATA SOURCES 6)
SHEET DESCRIPTION,
LOTS 10 AND II
UNIT 5A ISLAND EST A TES
OF CLEARWATER
BOUNDARY AND
TOPOGRAPHIC SURVEY
AC
AlC
ADW
ADS
ASPH
BIC
BCCM
BFPD
BLOG
BNDY
BYtf'
(C)
CIC
CCCL
CCR
COW
CI
t
CLF
CM
CMP
CO
CONC
COR
CPB
CIs
CIT
DB
DCVA
DNR
DEPT
DIA
DIP
DMH
E
ECMP
EL
EOW
E/P
ERCP
ESMT
(F)
FCM
FOOT
FH
FIR
... Acres
- Air Conditioner
... Asphalt Driveway
- Advance Drainage Systems
... Asphalt
... Back of Curb
- Board of County Commissioners Minutes Book
... Back Flow Prevention Device
... Building
- Boundary
... Barb Wire Fence
- Calculated Data
- Covered Concrete
_ Coastal Construction Control Line
- Certified Corner Record
- Concrete Driveway
- Curb Inlet
- Center Line
- Chain Link Fence
- Concrete Monument
... Corrugated Metal Pipe
... Clean out
- Concrete
- Corner
- Condo Plat Book
- Concrete Slab
... Curb Tie
- Deed Book
- Double Check Valve Assembly
_ Department of Natural Resources
... Department
... Diameter
... Ductile Iron Pipe
- Drainage Manhole
... East
- Elliptical Corrugated Metal Pipe
... Elevation
... Edge of Water
.. Edge of Pavement
... Elliptical Reinforced Concrete Pipe
... Easement
- Field Data
- Found Concrete Monument
- florida Department ot Transportation
- Fire Hydrant
... Found Iron Rod and Cop
FN
FND
FN&D
FFE
FN&TT
FOP
FPB
FPC
FPP
FRRS
FT
FIT
FXC
GIA
GE
GI
GV
IE
INV
LB
LP
LS
MAS
MES
MH
MHW
MOL
N
Nlc
NIF
NAD
NAVD
NGS
NGVD
NP
(NR)
OIA
OHW
OR
(PA)
PB
PC
PCED
PCP
PG(S)
PI
r.:!'
Section 8, Township 29 South, Range 15 East,
City of Clearwater, Coun~y of Pinell~_~~_?tate of Florida
== Found Noll
== Found
= Found Noll and Disk
== Finished Floor Elevation
= Found Noll and TIn Tab
= Found Open End Iron Pipe
== Florida Power Corporation Box
Florida Power Corporation
... Found Pinched Iron Pipe
Found Railroad Spike
... Feet
= Fence TIe
= Found X-cut
Guy Wire Anchor
== Grate Elevatlon
- Grate Inlet
== Gas Valve
== Invert Elevation
,= Invert
= Corporate Certification Number
,... Light Pole
"" Licensed Surveyor
== Masonry
,.,. Mitered End Section
- Manhole
-= Mean High Water
.:: More or Less
== North
= No Cap
... Not Found
,.. North American Datum
== North American Vertical Datum
- National Geodetic Survey
,= National Geodetic Vertical Datum
= Normal Pool Elevation
- Non Radial
"" Overall
Overhead Wire
Official Record Book
- Property Appraisers Mop Data
.- Plat Book
,- Point ot Curvature
Pinellas County Engineering Department
== Permanent Control Point
== Pages
.- Point of Intersection
PID
~
PLS
POB
POC
POL
PRM
PSM
PT
PVC
(R)
RCP
RLS
RNG
R/W
S
SCM
SEC
SHW
SIR
SIR(W)
SMH
SN&D
SN&D(W)
SQ
SR
STY
s/W
IBM
TOB
TRAV
(TYP)
TWP
U/p
VCP
W
WI
W/F
WM
WUP
W!T
WV
xx.
,
xx
"
xx
,
xx
r_ ,-
8
{ i
= Permanent Identification N\Jtnber
- Property LIne
... Professional Land Surve)'Of.
- Point of Beginning
- Point of Commencement
- Point on Line
- Permanent Reference Monument
- Professional Surveyor and Mapper
- Point of Tangency \ Point
... Polyvln)'l Chloride Pipe
... Recorded Data
- Reinforced Concrete Pipe
- Registered Land Surveyor
- Range
.. Right of Way
- South
_ Set Concrete Monument, 4"x4-, PRM LB 6707
- Section
- Seasonal High Water Elevation
.. Set 5/8-lron Rod and Cap, FDC LB 6707
... Set 5/8-lron Rod and Cap, FDC LB 6707 WITNESS PT
... Sanitary Manhole
- Set Noll and Disk, FDC LB 6707
.. Set Noll and Disk, FDC LB 6707 WITNESS PT
- Square
... State Road
.. Story
- Sidewalk
- Temporary Benchmark
... Top of Bank
... Traverse
.. T)1)lcal
... Township
- utility Pole
- Vitrified Clay Pipe
... West
- With
- Wood Fence
- Water Meter
- Wood Utility Pole
= Wall TIe
.. Water Valve
... Degrees
- Minutes (Bearings)
- Seconds (Bearing)
.. Feet (Distances)
+ .. Aerial Target
~ ... Bench Mark
~!. ... Coble TV Paint Stripe
aJ ... Cable TV Box
<C> ... Communications Manhole
. - Concrete Light Pole
. ... Concrete Post
C'1b .. Concrete Utility Pole
@ = Drainage Manhole
IEDJ ... Electric Box
(t) - Electric Manhole
.Ee.c~" FPC Paint Stripe
~ - FPC Pedestal
l;t ... Fire Hydrant
Q;) ... Flag Pole
fD... Gas Line Marker
~ - Gas Filler Cap
~ "" Gas Valve
o - Gas Meter Box
~j - Gas Line Paint Stripe
fm - Grate Inlet
@ = GTE Manhole
;;., - GTE Pedestal
F"" GTE Marker
-) "" Guy Wire
x:x - Light Pole
mI - Mall Box
(9 = Metal Post
e = Monitoring Well
~ = Parking Mett.:'
R..WP"j - Reclaimed W{1ter Paint Stripe
D "" Reclaimed Wuter Box
~ "" Reclaimed Water Valve
@ "" Sanitary Sewer Manhole
o "" Sanitary CI~onout
~N~... ~anltary Sewer Paint Stripe
-0 "" Section Corner
:f( ... Siamese Connection
-v- "" Sign
8m "" Sprinkler Control Box
'" "" Sprinkler Head
STI.4PS"" Storm Water Paint Stripe
ISBJ = Traffic Signal Box
IIfI "" Traffic Signal Pole
~~ "" Water Line p'alnt Stripe
1m _ Water Meter 1
~ "" Water Valve
'1L - Wood Utility Pole
~ = Wood light Pole
<>> "" Wood Post
~
b~
;. f).i "" Point of Elevation
25.2' "" Calculated Dimension from Structure
-=- to Boundary I Right-at-Way Line
'HEET !NOEll,
^
^
^
m-~
"" Boundary Line
.. Center Line
"" Easement Line
- Edge of Water
- Jurisdictional Line
- Right-Of-Way Line
- Section Line
... Top Bank or Top of Berm
"" Toe of Slope or Grade Break
. . . . .. .. .. . . . . . . . . .. . . . . . . . . . .. .. .. .. . -
(-:.-----
I ~
r~'.'~,
I I
! !'
I U
IBEE...J.EGEt:l
NONE
@ "" Australian Pine Tree
8 "" Banana Tree
@ "" Bay Tree
<8 "" Bottle Brush Tree
@) "" Brazlllan Pepper
@ "" Bush
@> - Cactus
@) - Camphor Tree
@) "" Cedar Tree
@ - Citrus Tree
@ - Cherry Laurel Tree
@ "" China Berry Tree
@l... C)'press Tree
@) - Dead Tree
@ - Ear Tree
@... Evergreen Tree
@>... Eucal)'ptus Tree
8
f':
8 - Hickory Tree
@... Holly Tree
@) "" Jacaranda Tree
@ - Loquat Tree
8 - Magnollo Tree
8.. Maple Tree
@... Mimosa Tree
8'" Mullberry Tree
@ "" Myrtle Tree
8 - Oak Tree
8 - Palm Tree
@ - Pine Tree
6) - Punk Tree
@) - Sweet Gum Tree
@ - S)'Camore Tree
8 - Unknown Tree T)'pe
@ - Willow Tree
SURVEY MAP AND REPORT OR THE CO~S THEREOF ARE NOT
VALID WITHOUT THE SIGNATURE 4HD THE ORIGINAL RAISED
,SEAL OF A FLORIDA LtCENlED SYRVEYOR AND MAPPER.
1. SURVEYOR'S REPORT
2. MAP OF SURVEY
olO8 NUMBERo
997-143
PROJECT DATA 1AIE,
997-143
FELO lOOK _R . PAlE..
719 14-20
ADDI110NS OR DELET10NS TO SURVEY MAPS
OR REPORTS BY OlHER THAN lHE SIGNING
PARTY OR PART1ES IS PROHIBITED.
'CALE,
LA'T DATE fIIF ClIlIIIIAL FEU WOllIC.
5/29/2001
IHEET
OF
c
o
'iij
.!!.!
E
III
a.
c
III
....
....
'C
~
....
::J
o
.c
....
'i
"0
III
()
::J
"0
o
...
a.
III
...
...
o
"0
III
Ul
::J
III
..0
....
o
c
>.
o
E
Ul
....
a.
III
()
C
o
()
'0
C
o
Ul
C>
c
'i
o
...
"0
o
1:
vi
....
c
o
....
:;
Ul
C
o
u
c
C>
'iij
III
o
o
'0
'C
o
G:
o
o
o
N
2
....
.c
C>
.~
a.
o
U
@
JEB
110.
1 8-27-2001 REViSED PER T1TLE COMMITt.4ENT NO. FA-CC-TF IAMO
BY
OUAUTY
CONTROL
DATE
REYIIlONI
5
~
,Q,
I
E
~
o
Iii
o
~
,.:
N
0-
~
I
r DRAWN
~
N
I
~
~
r:::
01
,.
~
LCS
CHECKED
LCS
OUALlTY CONTROL
I
"
01
,.
ciS
./
/
~--~
/' "
"
/
/
CURVE (
C1 C
C2 P FOP 2" ~ ~
C3 P I
C4 P \ \
CS P PO'ltfR fR~
\
N RIM... S.88'
IE SE...1.60', 8"VCP
IE SW-1.97', 6"VCP "
IE WNW-1.9S', 6"VCP ........
IE NNW-1.99', 6"VCP ~
IE N-2.12', 6"VCP FeM 6" DIA W!NAIL .
~M 1 /
SET RRS S SIDE /
U/p I 093530 042635 /
EL-6.SO' /
/
0;
."'~,
~
-
-
~
DOLPHIN - _
60' POIN
(<7 ~SfJ.f ~W(p) r(~F"\
..'j t.......'T'O~D ~
/p....~
<<;;/,0)
-
-
~
-
-
~
-
-
~",
x
~
-
SEAWALL
DETAIL
NOT 10 SCALE
BACK Of
SEA WALL CAP
DOLPHIN POINT
A CONDOMINIUM
CPB 36. PG 76
2-STY MAS BLDG 1/ 20S
- S
6o.~o.OO'I'C'
.... (,oY-...::.!.1 IF')
~~ --
X ',r
fACE Of
SEA WALL CAP
WAlERWAY(P}
: .".
-
S67:J -
~:so~
95. 4.S'(,o;jP,,o<J-.........
1i:'
0-
-'=- ii:'
,;>
x
LOT 9
2-STY MAS BLDG 1/ 223
SW COR LOT 11
SE COR CPB 36, PO 76
o
()' :::'\
/5'8
" "lij
,~ .~
~~
~~
~~
DOLPHIN COVE
A CONDOMINIUM
CPB 20. PG 55
",. TER"'."
"1"\ . "1"\ .
UNIT 5A ISLAND ESTATES
OF CLEARWATER
PB 60, PG 51
j'
~
1/
"-...
II
j
S67:J '
~so"
C(p
,P<'f:')
WATERWAY
UNIT 5A ISLAND ESTATES
OF CLEARWATE.R
PB 60. PG 5 I
"'.TER"'.'.'
"1"\ . "1"\
UNIT 5 ISLAND ESTATES
OF CLEARWATER
PB 51. PG 34
-
~
SUBJECT.
SHEET DESCRIPTION.
SHEET INDEX.
1. SURVEYOR'S REPORT
2. MAP OF SURVEY
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr, Clearwater FL. 33759
Tel. (727) 724-8422 - Fox. (727) 724-8606
Certificate of Authorization: LB 6707
state of Florida
BOUNDARY AND
TOPOGRAPHIC SURVEY
LOTS 10 AND II
UNIT 5A ISLAND EST A TES
OF CLEARWATER
1 8-27-2001 REVISED PER TITLE COMMITMENT NO. FA-CC-TF /AMO
JEB
BY
QUALITY
CONTROL
NO. DATE
REVIIlONS
ADDITIONS OR DELETIONS TO SUR,€( MAPS
OR REPORTS BY OlHER lHAN lHE SIGNING
PARTY OR PARTIES IS PROHIBITED.
Section 8, Township 29 South, Range 15 East, .
City of Clearwater, County of Pinellas, State of FlOrida
.101I NUMBER.
997-143
"ROJECT DATA ..1IE,
997-143
fIELD lOOK IUIIIER . "A."
719 / 14-20
LAST DATE 01 ORIIIIAL FELD WORIC.
5/29/2001
SCALE.
1" - 20'
N
o 10
~
20
I
40
I
t
~M 2
N RIW EL-4.45'
IE SE-O,13', 8"VCP
IE NW-O.36', 8"VCP
SURVEY MAP AND R.iO:.1Jq~E JgPf.fE T~~~~ ~~~s~gT
V~~~L WWrJL&tIDA LICENSED SURVEYOR AND MAPPER.
~
OF
SHEET
c
o
'iij
(II
'E
L.
a>
a.
c
a>
....
....
'C
~
....
::J
o
.s::.
....
'i
"'0
a>
o
::J
"'0
o
L.
a.
a>
L.
L.
o
"'0
a>
(II
::J
a>
.J:J
....
o
c
>.
o
E
2
(II
....
a.
a>
o
c
o
o
"'0
C
o
(II
01
c
'i
o
L.
"'0
<.i
.E
ui
...-
c
o
....
::J
(II
C
o
u
C
01
'iij
a>
o
o
"'0
'C
o
G:
o
o
o
N
2
....
.s::.
01
'~
a.
o
U
@
Q>
c
o
:;
I
E
Q.
~
o
5
o
N
..;'
Q.
~
Q>
~
"0
N
Q.
VI
~
'j
.., "
Ol
~
"Iii
~
Q>
;I:
~
I')
v
'j
l;; o.c.
~
Ii:
DE8I~D
DRAW,"
CHECKED
DRAINAGE CALCULATIONS
SITE AREA
16,100 SF
3/4" =
0.0625' =
X
1,006.25 CF
x
X
SWALE "A"
SWALE "B"
SWALE "c"
/' ,----- - - ~
"'
= 420 CF
= 320 CF
= 440 CF
1,180 CF
(PROVIDED)
/'
"
/
/
I
16'
I I
~ ------12~----- ~~
I ~ I
!
o 10
~
SAWCUT AND REMOVE
EXISTING CURB & SIDEWALK
W/NAIL
......
\
......
12 Sf' X 35' - 420 Cf'
......
~
SECTION II A"
......
8'
......
~
EXISTING METAL POLES
TO BE REMOVED
~
4SFX80'-320CF
SECTION "8"
8'
I ___________ I
~1
4 SF X 110' - 440 Cf'
SECTION "c"
#205
DOLPHIN POINT
CONDO
TIE POLES MINIMUM
1 FOOT IN FROM
PROPERTY LINE EXTENDED
~
~
us' SEA WALL CAP(T'tP
I
I 0
10
I~
I
40'x2.5'
I (100 S.F.)
/ Iv 7JJ
!;r~CO
~S/~L.
35'x2.5' '(y
~~:~:..5 S.F')I
~ol
81
I
I
I
DOCK AREA
~
~
/,........,\
....... ."
/'" \
\
w~ It;
;rW~ y
\
\
\
~o
1-
WOOD DOCK AND PIUNGS7.3
FOR BOAT SLIPS TO BE 8
CONSTRUCTED BY OTHERS
I
I
~I
"./
~
I
I
I
I
I
(
-7.~
8
TIE POLES MINIMUM
1 FOOT IN FROM
PROPERTY LINE EXTENDED
\ .)
,"
SIGHT TRIANGLE
~,
"
<6
MAIN DOCK
EAST DOCK
CENTER DOCK
WEST DOCK
TOTAL DOCK AREA
212,5 S.F.
87.5 S.F.
100 S.F.
100 S.F.
500 S.F.
I
1-
~
11'
I
I
I
I
I
J
....7.7
~
~
~o.,S'
"-..
DEPTH DATA NGVD
~
~
~
NW 30
PIN
SE 30
"-
~
-6.8
-6.6
-6,6
SW 25
~
............
~
-7.0
SW 50
-~.3
...........
...........
...........
-\" ,
THE SIGNATURE OF THE OUAUTY
CONTROL OFFICER IN THIS SPACE
INDICATES T"AT ALL REOUIRED
; ,.ERMITS HAVE BEEN OBTAINED
'ii.
AND THAT CONSTRUCTION II
AUTHORIZED TO COMMENCE.
-----,
I"
(III
2639 McCormick Dr. Clearwater FL, 33759
Tel. (727) 724-8422 - Fax. (727)724-8606
PREPARED FOR.
ROGER LARSON
GM
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
clo Johnson. Blakely. Pope. Bokor. RuppeJl 8 Burns. P.A.
911 Chestnut Street
Clearwater. Florida 33757
TEL (727) 461-1818 FAX (727) 441-8617
RK
RP
N
20
I
40
I
1. AU. ..ATERIAlS AND CONSlRUCTION SHAU. BE IN ACCORDANCE 'MTH THE "ORE
SlRINGENT TECHNICAL SPECIFICATIONS AS FOUND IN THE STANDARD SPEClACATIONS OF
THE CITY OF CLEARWATER OR THE CONlRACT DOCU"ENTS AS PREPARED BY FlORIDA
DESIGN CONSULTANTS, INC. SPECIACAU.Y FOR THIS PROJECT.
2. THE JURISDICTIONAl AGENCY FOR THIS PROJECT IS THE CITY OF CLEARWATER.
3. THE LOCATION OF EXISTING UTIUTlES ARE APPROXI..A TE AS SHO\\W ON THE PlANS AND
IT IS THE CONlRACTORS RESPONSlBlUTY TO DETERMINE THE EXACT LOCATION OF THE
UTIUllES PRIOR TO CONSlRUCTION IN THEIR VICINITY.
4. THE CONlRACTOR SHALL USE APPROPRIATE "EASURES TO PREVENT EROSION AND
lRANSPORT OF SEDIMENT ..ATERIAL TO INLETS.!. SURFACE DRAINS. LAKES AND \\EllANID
AREAS. THE CONlRACTOR SHAU. USE SlRAW t1ALfS. SILT BARRIERS OR OTHER APPROPRlAlE
MEASURES TO ..mGATE AD\fRSE I..PACTS TO EXlSnNG SURFACE WATER QUAUTY.
5. THE CONlRACTOR IS TO CONlROL AU. FUGITIVE DUST ORIGINATING ON THE PROJECT
BY WATERING OR OTHER "ETHODS AS REQUIRED.
6. NO DEBRIS SHAll. BE AU.0\\fD TO ENTER THE EXISTING SANITARY AND STOR" SYSTEMS.
7. ARCHITECruRAlINFORMATION PROVIDED BY SPENCER ARCHITECTS.
8. BACKFLOW PREVENTION DEVICES "UST BE INSTALLED BY THE CITY.
9. LOCA nONS OF lRASH DUMPSTER TO BE COORDINATED 'MTH THE CITY OF ClEARWATER
SANITAlIa-.! DEPARTtotENT.
10. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 42.27 OF THE CITY OF Cl.EARWA TER
LAND DEVELOPMENT CODE.
11. THE SITE IS LOCATED WITHIN FLOOD ZONE AE. BASE FLOOD ELEVATION - 12,
PER FLOOD INSURANCE RATE "AP CO....UNITY PANEL NO. 125096 0007 0, "AP REVISED AUGUST 19, 1991.
12. SITE UGHTING SHAll. BE PROVIDED IN COt.tPUANCE 'MTH CITY OF CLEARWATER
CODE REQUIRE..ENTS.
13. DRAINAGE FOR All. PARKING LEVELS UNDER THE BUILDING WILL BE DIRECTED TO THE
PROPOSED DRAINAGE SYSTEt.t TO ACCOMMOOA TE WATER QUAUTY REQUIREMENTS FOR
THE PROJECT.
14. lREE REMOVAL PER..IT APPUCATION TO BE SUBMITTED AT TIME OF CONSlRUCTION PLAN
SUBMITTAL
15. A CHUTE ROOM EXISTS FOR THE DUMPSTER.
16. BUILDING TO BE SPRINKLED.
17. CONSlRUCTION PLANS TO SHOW ARE DEPARTMENT CONNECTION TO BE AT LEAST 15 FEET FROM THE
BUILDING BUT 'MllilN 40 FEET OF A HYDRANT
LAM) tIE DATA
EXISTING
REQUIRED ("IN/MAX)
PROPOSED
LAND USE PLAN CATEGORY
ZONING DISTRICT
N/A
N/A
N/A
RH
MHDR
RH
MHDR
USE
VACANT
CONDOMINIUMS
LOT AREA
15,000 SF MIN.
18,100 SF
.37 ACRES
12S(N)
120(S)
18,10D SF
.37 ACRES
125(N)
120(S)
LOT WIDTH (1)
150 FT "IN,
IMPERVIOUS
SURFACE "
DENSITY
NO. UNITS (ROOMS)
ox
85"
ISR=85" MAX.
30 UNITS/ ACRE
11
30 UNITS / ACRE ("AX)
11 (MAX)
o
SETBACKS (3)
FRONT (NORTH) (4)
SIDE (WEST. EAST)
REAR (SOUTH) (4)
4' (NORTH)
10' (WEST) 10' (EAST)
0' (SOUTH)
25 FT MIN.
10 FT MIN.
15 FT MIN.
HEIGHT
50FT
30 FT
NO. OF STORIES
5
PAVED VEHICULAR AREAS
7,182 SF
0.16 ACRES
NIA
PARKING LOT INTERIOR LANDSCAPING
" OF PAVED VEHICULAR USE AREA
595 SF
8"
PARKING
TOTAL 17
STANDARD = 18
HANDICAP = 1
1,5 SPACE/UNIT
17 SPACES REQUIRED
tQlES
(1) VARIATION TO LOT WIDTH REQUIREMENTS NEEDED,
(2) FLOOD ELEVATION IS 12 FT
FIVE STORY BUILDING, ALL UNITS ON 2ND, 3RD, 4TH AND 5TH FLOOR
PARKING AND STORAGE ON GROUND FLOOR. VARIATION TO HEIGHT UMIT NEEDED.
(3) SETBACKS ARE MEASURED TO PARKING LOT, POOL DECK, ETC.. NOT BUILDINGS
(4) VARIATIONS TO SETBACK REQUIREMENTS NEEDED.
SHEET DESCRIPTION.
GRA Y DOLPHIN
PRELIMINARY
CONDOMINIUMS
SITE PLAN
,--
LOCATION MA
tJ
(j
~
~
~
cAMP1lEI.1.
CAUSEIJA't
OLD
TAMPA
BAY
\ ~
.----..-,.------ "
~
---.".....----
--~
.,'...
~"-'-. '''>.., ,
'..... ..
!
,
\., "
8
lOnWM
~
[> - EXISTING SANITA
- EXISTING WATER (CITY ATLAS)
- PROPOSED WATER SERVICE
.'\',\T~q
PLN< >-:
'\'".>n
C'f
'-',
-+
- PROPOSED SANITARY SEWER SERVICE
r
~ - PROPOSED FIRE HYDRANT
~ - SURFACE FLOW DIRECTION
~:Y
~~
~~
x
.. PROPOSED SPOT GRADE
.. EXISTING SPOT ELEVATION
SITE PLAN APPROVED
CASE :# _ FI, ()( -OS'..el
CASE TYPE . eif$
ORe DATE 9., )-tJ'
CDS DATE "~~"'''I
SIGNATURE ~ ~ -=
DATE Iq.e.?l.1'
~
~
.. INTERIOR lANDSCAPE AREA
'I"Il'l
.. FLOOD PLAIN BOUNDARY
10
~
\f;:~--
O~,-
\,1l\' '\ SEP \ 8
\> \,
l ..
L-. ...-"
.--..-.----
I I,""" ( r
PLA~Nll",.j '" I
SF
i CITY OF '"
\
" ..
~RRY M. B~WALEC
SEP 171001
',- tl
2 9/14/01
1 8/22/01
M DIFIED PER CITY COMMENTS
M DIFIED LAND USE DATA TABLE TO REFLECT 11
NO.
/
REVI8KlN8
DATE
,...
''':'
'-..
~""_-..,."...~it.*_til~'.-LI\lfl:_ Jlll_~,a,;~1 h"
c
o
'iii
1Il
'E
L-
ill
a.
C
ill
....
....
'i:
;t
....
:l
o
J::
....
'j
'0
ill
o
:l
'0
o
...
a.
v
L-
...
o
'0
V
1Il
:l
ill
.0
....
o
c
>.
o
E
~2
a.
v
o
c
o
o
'0
C
o
1Il
Ol
C
'j
o
L-
o
o
E
ui
....
c
o
....
:;
1Il
C
o
o
c
Ol
'iii
v
o
o
'0
'i:
o
LL
(3
o
N
....
J::
Ol
.~
a.
o
0,
@'.,.
','-~~ ,.
''-
l;
1
't!
I
E
~
.0
0
8
N
to
~
I
01
J:
'tl
~
'j
'" DE8IGNED
0>
~ PMC
(II
~ DRAWN
~ PMC
9- CHECKED
I'l
..,. PMC
'j
'" O.C.
0>
,.
Ii:
N
o '0
~
20
~
~
,..
"'
40
I
,..
/
"
/
/
(
SAWCUT AND REMOVE
EXISTING CURB & SIDEWALK
W/NAlL
I
\
\
'"
'"
.....
~
'"
'"
...............
EXISTING METAL POLES
TO BE REMOVED
19-DNO
8-L1
29-DNO
~
~
~
~
~
~
/ IV 1ft
~CO
~Sr
~l
'"
o
WOOD DOCK AND PILINGS 8
FOR BOAT SLIPS TO BE
CONSTRUCTED BY OTHERS
o
\
\
\
\
\
\
FN&D IUEGlBLE
8~O
W~/t
f?W~ y
8
SIGHT TRIANGLE
THE 8IGNATURE ~ THE OUAUTY
CONTROL OI'FICER IN THII SPACE
INOlCATE8 THAT AU. REOUIRED
PERMIT8 HAVE BEEN OBTAINED
AND THAT CON8TRUCTION 18
AUTHORIZED TO COMMENCE.
---.
,;;,
..
PREPARED FOR.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
ROGER LARSON
~
1. THE WORK CONSISTS OF THE COMPLETE PLANT WATERW. INSTAlLAnON AS SHOWN ON THE DRAWINGS AND
AS HEREIN SPECIFIED. THIS WORK SHALL INCWDE, BUT IS NOT UMITED TO, THE SUPPlYING Of' ALL PLANT
WATERIAL SPECIFIED, THE FURNISHING or LABOR, EQUIPMENT, APPUANCES AND ALL WATERW.S CALLED FOR,
AND IN PERFORMING ALL OPERAnONS IN CONNECTION WITH THE LANDSCAPE INSTAlLATION AS SHOWN ON
THIS PlAN. FURTHER, THE WORK SHALL INCLUDE THE MAINTAINING OF ALL PLANTS AND PlANTING AREAS UNTIL
FINAL ACCEPTANCE BY THE OWNER, AND THE FULFlWNG or ALL OUARANTEE PROVISIONS AS HEREIN SPECIFIED.
2. THE CONTRACTOR SHALL FULLY ACQUAINT HIMSELF WITH THE RELATED PAYING, SITE GRADING, WATER SUPPlY,
ELECTRICAL SUPPLY, AND OTHER UTIlITIES TO PRECLUDE At('( WlSUNDERSTANDING AND TO rACIUTATE A
TROUBLE FREE INSTALLATION. CAll. THE SUNSHINE STATE ONE CAll. 1800-.u2-~nO PRIOR TO ANY
CONSTRUCTION FOR unUTY COORDINATION.
3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAWACES TO EXISTING FAClunES THAT WAY OCCUR
AS A RESULT or THE WORK DONE BY THE CONTRACTOR CAWD FOR IN THIS CONTRACT. THE WORK
PERrORMED UNDER THIS CONTRACT WILL INTERrACE WITH OTHER WORK 8EINC PERf'ORWED BY OTHER
CONTRACTORS. IT WILL BE NECESSARY FOT THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTIVITIES,
WHERE NECESSARY, WITH OTHER CONTRACTORS AND THEIR SUBCONTRACTORS.
of. ALL WATERW.S AND EQUIPMENT SHALL BE INSTAllED IN A NEAT AND WORKWANLIKE WANNER. THE OWNER
OR HIS REPRESEHrATIVE RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEWENT OF ANY
ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLE NEAT OR WORKUANUKE
APPEARANCE, PROVIDED SUCH ITEMS CAN BE PROPERLY INSTAllED IN SUCH ORDERLY WAY BY THE USUAL
METHODS or SUCH WORK.
5. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY CONFUCT OR DISCREPANCY IN PlANS
PRIOR TO PERFORMING ANY WORK IN THE Arf'[CTED AREA.
6. CONTRACTOR SHALL ClEAN UP AND REMOVE FROM THE PREMISES ALL SURPWS AND DISCARDED MATERIALS
AND RUB8ISH F'ROW HIS CONSTRUCTION.
7. IN THE EVENT or VARIATION BE1WEEN THE PLANT UST AND THE ACTUAL NUWIER Of' PlANTS SHOWN ON
THE PlANS, THE PlANS SHALl. CONTROL.
8. CONTRACTOR IS TO PREPARE ALL AREAS THAT HAVE BEEN DISTURBED (DUE TO CONSTRUCTION)
TO rrs ORlClNAL STATE.
GRADEB Ale 8rNCA11:)8
1. AU. PlANT WATERIALS SHALL BE ORADE FlORIDA NO. 1 OR BETTER AS OUTUNED UNDER GRADES AND
STANDARDS r~ NURSERY PLANTS. PARTS I AND II, STATE PLANT BOARD Of' FlORIDA, SHALL CONFORM
TO ANSI STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1980).
S8II1'M'IONI
1. NO SU8STlTUTlONS SHALL BE WADE WITHOUT WRITTEN PERMISSION Of' THE OWNER'S REPRESENTATIVE.
PLANT U8T
PC 1
QV 4
SR 11
At.C 1
U 11
DNO
RI
PS
ZF
LEG
104
94
11
16
95
4000 SF'
Phoenix canariensls
Quercus vlrglnlana
Syagrus romanzoffJana
Adonldla merrlllll
Lagerstroemla Indica
CANARY ISLAND DATE PAUt
UVE OAK
QUEEN PAUt
CHRISTWAS PAUt
Tuscarora Crape Myrtle
FG, 10' CT.
45 GAL., 12'-14' X 5'-6., 4- CAL. t.CIN., 6' CT.
30 GAL., 10. -14', GREEN TRUNK
FG, 10'-12' DBL.
30 gal.. S'-10' x 4'-5.. 3 stems min., 2- col.
NeriurTi oleander
Raphlolepsls Indica
Pennlsetum sefaceum
Zamla furfuracea
Uriope muscarl
DWF' OLEANDER 'PINK PETITE'
INDIAN HAWTHORN
WHITE FOUNTAIN GRASS
CARDBOARD PAUt
EVERGREEN GIANT URIOPE
3 GAL., 36- HT., 3' O.C.
3 GAL, 20--22-, 2.5. O.C.
3 GAL., 30- X 16-, 3. O.C.
7 GAL., 20- X 30-, 3' O.C.
1 GAL., 12- HT, 2' O.C.
ST. AUGUSTINE F'LORATAW
AU PLANTS ALONG WATER ARE TO ClEAR VISIBIUTY TRIANGLES PER CODE.
au..ai
1. ALL PlANnNG BEDS SHAlL BE MULCHED WITH 3- WELALEUCA MULCH,
fIUNII<<l8CL YX11IE
1. PLANTING SOIL FOR THE TREES, SHRUBS, AND GROUND COVER SHALL CONSIST or 50X NEW TOPSOIL, 25X PEAT MOSS,
WITH 25X OF NATIVE SOIl, PLUS THE APPROPRIATE AWOUNT or rERTlUZER.
ANJH:IBCCANI'
1. THE TRUNK BRANCHES AND LEAVES rOR ALL OAKS AND MYRTLES, AND THE FRONDS AND BUDS OF ALL PALMS
SHALL BE SPRAYED WITH AN ANTI-DESICCANT JUST PRIOR TO TRANSPORTING TO SITE.
I DlBICI)E
1. APPLY -CHIPCO RONSTAR 0- WITH A PROPERlY CAlIBRATED GRANULAR APPLICATOR THAT WILL APPLY THE
GRANULES UNIFORMLY AfTER INITIAL PLANTINGS HAVE BEEN COMPLETED. APPLY AT A RATE or 3 1/2 LBS.
PER 1000 s.r. OF PLANTED AREA SPECIFIED. DO NOT APPLY PRE-EMERGENT CHEMICAL ON LEAVES.
Sir IlIA. .... IIlISE
IIUlJt-SIDI1IIE
FBmJZER
TREES = 10-10-10 AT 2LBS/TREE
SHRUBS AND GROUNDCOVERS = 8-8-8 AT 10LBS/1ooo SF
SOD = 10-10-10 AT 10LBS/1ooo SF
DOIaE STRAIID 11012
GAUGE _v. WE
3 GUY IllS EQUMlY
SPACOI AIIlIUND H 1IEE
1" IIEUl1\ICA IU.CIl
3"-4" EAImI SAUCER
IOOIIMI. OF canAIIII ..... 1IEE
APPRIMD 'RIPSlII.
ItM:ICFU W/ PEAT _/
FEIIIIJZD ......
'8rAICIG Ale 0LIYtG
1. ALL TREES SHALL BE STAKED AND GUYED WITH VERTICAl 2-X2- PINE STAKES OR 3- DIAMETER
POST AS SHOWN IN DETAILS, NO DEVIATIONS UNLESS APPROVED IN WRmNG.
WA'IR<<a
1. ALL PLANT WATERIALS SHALL BE WATERED BY THE CONTRACTOR THOROUGHLY WHEN PlANTED AND DURING
THE PlANTING T1WE PERIOD UP TO FINAL ACCEPTANCE BY QWNER,
2X2 PIlE r. 'Ii:
ec:xDNQ
1. GRASS SOD SHALL BE ST. AUGUSTINE Fl.ORATAW AND SHAll. BE WELL WATTED WITH GRASS ROOTS.
mE SOD SHALl. BE TAKEN UP IN RECTANGLES PREFERABLY t2-Xt~-, SHALL BE A MINIMUM or 2-
IN THICKNESS AND SHALL BE UVE, FRESH AND UNINJURED AT THE nME Of' PlANTING. IT SHALl.
BE REASONABLE FREE OF WEEDS AND OTHER GRASS AND SHALL HAVE A. SOIL WAT or sumclENT THICKNESS
ADHERING FIRMLY TO THE ROOTS TO WITHSTAND ALL NECESSARY HANDUNG. THE SOD SHALL BE SHADED
AND KEPT MOIST UNTIl IT IS PLANTED, DUMPING f'ROW VEHICLES WILL NOT BE 'ERMInED. DAMAGED
SOD WILL BE REJECTED. REPlANTINC SHALL BE DONE WITHIN 48 HOURS AFTER T1WE Of' HARVESnNG OR
SOD SHALL BE KEPT DAMP UNTIL PlANTED.
2. SODDING SCHEDULE:
1. SOFT SPOTS AND INEQUITIES IN GRADE SHALL BE CORRECTED BEFORE BEGINNING SOD WORK.
2. GROUND SHALL BE SUFFICIENTlY MOIST PRIOR TO LAYING Of' SOD.
3. LAY SOD WITHOUT VOIDS, TAWP OR ROlL SOD SHALL BE THOROUOHLY WATERED. THE SURFACE SHALL
BE TRUE TO FINISHED GRADE UNES, EVEN AND FIRM AT ALL POINTS.
of. PlACE SOD WITH STAGGERED JOINTS CLOSELY BUTTED, TAWPED OR ROllED TO AN EVEN SURFACE TO
THE REQUIRED FINISHED GRADE, AVOID CONTINUOUS SEAM ALONG UNE or WATER FlOW IN SWAl.[S.
PlACE SOD IN ROWS AT RIGHT ANGLES TO SLOPE.
5. FERTlUZE.
.. Ee'l1CNl
1. FINAL INSPECTION WILL NOT TAKE PLACE UNTIL ALL WATERW.S ARE PLANTED/INSTAllED CORRECTLY. CONTRACTOR
WILL REQUEST A FINAL INSPECTION BY WRITTEN LETTER TO OWNER.
2. UPON FINAL NOTICE or FINAL ACCEPTANCE, THE OWNER WILL ASSUME MAlNTEtWICE AND THE GUARANTEE/
WARRANTY PERIOD BEGINS.
WAfIWfr(
1. ALL SHRUBS, GROUND COVER AND SOD SHALL BE GUARANTEED f'ROW NINETY (90) DAYS AFTER FINAL ACCEPTANCE
BY OWNER. ALL PAUlS AND TREES SHALL BE GllARANTEED FOR ONE (1) YEAR ArTER FINAL ACCEPTANCE BY OWNER.
DIM: 2 x 2 PIlE STAIC[
OR ~. IlIA. POST AT
ANGU: t IlIAW YEIIICAL
fip!l~
I q ~ ~
.", L56 ~ t? '#
~ ~ ~
~
SIf' OIAM. UB IIlISE
DOUU SI'RAte 110. 12 GAUGE
IlLY, _ - 2 our 1m ON
0PPCIII1E IDS OF H 1REE
1" 1URIlIUCIClI:
~.-I,. [ARIH SAUCO
SINGLE WIlER
~" IIlAlDICA MULCH
DOS1ING SOL
APPlIOVED lOfISOIL IMalFU
w/ POT MOSS FDnIJZEI
tIllMIE WIllI IMlllIIIlEE
1IIE SAVDL
TYPICAL TREE PLANTING DETAIL
N.T,S.
SHEET DESCRIPTION.
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-8422 - Fax, (727)724-8606
clo Johnson, Blakely, Pope, Bokor, Ruppel! 8 Burns. P .A.
911 Chestnut Street
Clearwater, Florida 33757
TEL (727) 461-1818 FAX (727) 441-8617
DOLPHIN POINT CONDOMINIUMS
LANDSCAPE PLAN
EXIS11IG SOl. -
TYPIC/~L MULTI-STEM TREE PLANTING DETAIL
N.T.s.
3' IIEW!UCA
MULCH
....y COII'ACIED SMm
OF SUFFICIJIf .... 10
ClrA1E A 1".... ... II'
AIllUIe HUI
SOD LIIJ
EXISfIIG SOl.
APPIIMD 10PSllL IMalFU
W/ POT IIlSS/FEIIJZEI
IIIl11IE.
TYPICAL SHRUB PLANTING DETAIL
N.T.S.
..... ...
USE __ .... ... .wlJCIIII[
GROUNDCOVER PLANTING DETAIL
N.T.s.
BARRY M. BYWALEC
SEP 1 7 2001
~1
NO.
DATE
REVIIIOHI
-,
c:
o
'iij
Ul
'f
...
(j)
a.
c:
(j)
....
....
'L:
3:
....
:J
o
.c.
....
'i
~
(j)
o
:J
~
o
...
a.
(j)
...
...
o
~
(j)
Ul
:J
(j)
.a
....
o
c:
>.
c
E
III
....
a.
Q)
o
c:
o
o
~
c:
c
Ul
01
c:
'i
o
...
a
o
c:
iii
....
c:
c
....
:;
Ul
c:
o
()
c:
01
'iij
(j)
a
c
'0
'L:
o
i:i:
5
o
N
....
.c.
01
'~
a.
o
()
@
..
0
"I
i!
I
~
cO
0
~
ad'
...
~
I
go
~
"0
,.:
~
~ DESIGNED
01
~ PMC
..
~ DRAWN
go PMC
~
~ CHECKED
",
.,. PMC
'i
r- O.C.
01
,.
a:
/ IV Iff
~CO
~Sl:
~L.
o 10
~
,/"
,/"
,/"
,/"
,/"
,/"
THE SIGNATURE OF THE OUAUTY
CONTROL OFFICER IN THIt II'l\CE
INDlCATI!I THAT ALL REOUIRED
PERMITS HAVE BEEN OBTAINED
AND THAT CONSTRUCTION II
AUTHORIZED TO COMMENCE.
---.
I;;'
..
JII:WlQtf
1.
2.
3.
..
N 5.
6.
7.
8.
IRRlGAnON SHALL BE SUPPLIED TO ALL REQUIRED LANDSCAPED AREAS NECESSARY TO PRESERVE THE LANDSCAPING IN A HEALTHY GROWING CONDITION.
AN AUTOMATIC IRRIGAOON SYSTEM PROVIDING COMPLETE WATER COVERAGE (100x) fOR LANDSCAPE MATERIALS SHALL BE PROVIDED AND WAlNTAlHED AS A FULLY FUNCTIONING SYSTDI.
ALL IRRIGATION SYSTEWS CONNECTED TO THE PUBUC POTABLE WATER SUPPLY SYSTEM SHALL INCWDE A BACKFlOW PREVENTER AT THE SERVICE CONHE:CTION.
ALL IRRIGATION SYSTEMS SHALL BE INSTALLED SO AS TO MINIMIZE SPRAY UPON ANY IMPERVIOUS SURf'ACE, SUCH AS SIDEWALKS AND PAVED AREAS (LOW VOLUME).
ALL IRRIGATION SYSTEMS SHALL INCWDE A RAIN SENSOR/SHUT OfF' DEVICE TO AVOID IRRlGAnON DURING PERIODS OF" SUFF1CIENT IWNf'ALL
UNDERGROUND IRRIGAOON SHALL NOT BE INSTAllED WITHIN THE DRlPUNES OF" EXIST1NG TREES UNLESS ROOT PROTECTION WEASURES ARE PROVIDED.
If AVAILABLE, RECLAIMED WATER SHALL BE USED fOR IRRlGAnON PURPOSES.
NO PLANTING AREA SHALL BE MORE THAN SO' fROM A WATER SUPPLY HOSE BIB.
~
GENERAL.
I. TI-IE CCNTJItACTOllt ~ALL JIlIEFEIIlt TO TI-IE LAND6CAPE PLAN UJ.IEN ~ING TO LAY PIPE TO AVOID NEW AND EXI&TING ~E&, LAJIO!GE ~e& AND UTILITIE&.
2. ALL WIRING FROM TI-IE IfltRlGATION CONTROLLER TO n.e fllRI!MOTE CONTROL vALYI!& &I-lAL.L eE 1.F-14/1 DIRECT E5URIED CA8LE. ALL WIRE &PLICE& &I-lAL.L I!!SE MADE IN
VALYI! I!SOXE& ONLy U&ING RAIN elfIIieP &NAP-TITE eot+lI!CTOIIlt& AND &EALANT.
3. Tt-IE CONTFtACTOllt ~ALL VERIFY ALL CONDITION& AND DIMEN&IONe ~ ON Tt-IE PLANe AT Tt-IE &ITE PRIOR TO COMMENCEMENT OF UJc::IRK UNDER T~I& CONTFtACT.
4. ALL IfltRlGATION IN&T ALLATION ~ALL COf\FOR'1 TO LOCAL CODE& AND REGULATION&.
5. Tt-IE CONTRACTOR ~ALL eE RE&PON&II5L.E FOR Tt-IE FINAL AOJU&TMENT TO ALL &!DRAY& TO A&eURE 1tD0 PEfliCENT COVERAGE AND TO MINIMIZE OVER&PRAY.
f,. NO LINE& ARE TO eE LOCATED WlTI4IN TI4E FIIltOTECTIYE RADIU& OF mEE&
,. CONTflItACTOR 1& TO MATCI4 PIIltECIPITATION RATE& FOR TIoE t-ll.NTEft I-lEAD&.
&. TI-II! CON'I'RACTOJIt ~ALL CONTACT TI-IE LAND8CAIDI! A~ITECT IN TI-IE EvENT T~T ANY C>E&IGN 04ANGE& ARE DEEMED NECE&&AR'( ey T~E CONTRACTOR TI-IE&E CI-IANGE& CAN TI-IEN eE MADE
WIT~ Tt-IE AJDIDIIItOYAL OF TI-IE LAND6CAJDE A~ITECT.
a. Tt-IE CONTRACTOR 1& RE&PON&IeL.E IN MAKING 8UN! TI-IE PORFo&ED &Y&TEM 1& IN GOOD IIJORKING ORDER
~, n.IE CCNTJItACTOllt 1& TO IN&TALL A MANUAL Ollt GATE VALYE PJltIOllt TO EACf.I ELECTRIC VALYE.
II. Tt-IE CCNTJItACTOR 1& TO eueMlT IJIItlItIGATION PLANe TO U8F FOR APPROVAL PJltIOR TO Tt-IE &TART OF ~
12. CONTRACTOR TO Yl!RIPY EXI&TING fDlItE6UN!A=LOW JDRIOJIt TO IN&TALLATION IN CA&E ADJU&TMENT& TO Tt-IE DE&IGN NEED TO eE MAOE.
PIPE
I. ALL 1~IGATION PIPE INCLUDING MAINLINE AND CONDUIT& 1& TO eE &cf.IEOULE 4el PVC. ALL WIRING TO eE IN CONDUIT IF NOT WITI-IIN rl-lE MAINLINE TRENCI4.
ALL &LEEVING I.N:>ER PAVEMENT TO eE &CI-EOULE 4el AND TWO TIME& Tt-IE DIAMETER OF TI-IE PIPE &uPPL. YING.
2. ALL PIPING ON Tt-IE PLANe 1& DIAGRAMMATICALLy ROUTeD FOR CLARITY AND &I-lAL.L eE ROUTED TO AVOID AeoYE AND eELOW GROUND FEATURE&. DE&IGN MQDIFICATION& ~ALL ONLY ESE MADE A&
NECE&&ARY TO MEET FIELD CONDITiONe AND ONLY Ut=C:lN APfDtIIlOYAL OF TI-IE LAND6CAPE ARCJ.IITECT.
,3., DUCT TAPE AND OR PLUG ALL. OPEN CONNECTION& TO ~YENT DE6RI& CONTAMINATION DURINc:S IN&TALL.ATION.
".---- - - ~
/'
"'
./
"
20
i
/
c::oNTROL.L.ER
1. CONTRACTOR TO JiU'.l ONE &TATION AT A TIME UNL.E&& TWO 16 ALL.OUED. CONTRACTOR &f.IALL PROVIDE A CONTROLLER &c~EDULE TO MINIMIZE FfQE&euRE Lo&&E& TI-I~T TI4E &ITE.
2. TI-IE! CON1'I'eOLLEIIlt TO eE LOCATED A& ~ ON TI-IE PLAN. CONTJItOLLI!JIIt TO eI!
RAIN8IRO E&P-X. CCNTJItACTOR &I-lAL.L IN&TALL PER MALFACTUJleIllt& JllEcot1'1ENl':>ATION. ~TOR TO COORDINATE EXACT LOCATION WITI-I TI-IE AJltCI-IITECT PRIOR TO
IN&TALLATION. GROI.NO ~& ~ALL eI! IN&TALLED ey TIoIE CONTRACTOR
~. 121) VOLT, &INGU! PI-IA&E I!LI!CTJltICAL POU.I!JIlt 1& teQUIN!t> TO OPI!tUTe TI-IE I~ATION CONTROLLER TI-IE CONTRACTOR ~ALL BE JIIE&PON&18LE FOR COORDINATING T~E LOCATION
OF 11-11& POUER IT ~ALL eE TI-IE JIIE&FON&leILITY OF n.IE CONTRACTOR TO eeE TI-IAT TI-IE CON'J"ROlLER 1& WIRED IN ACCORDANCE WIT~ ALL ELECTRICAL CODE&.
ALL MATERIAL& NECI!&&AJtn" TO WIJIIE Tt-IE CONTJIleOL.LEJIIt &I-lAL.L !IE FUfIllNl&J.8D ey TJ.E CONTRACTOR
40
I
/
/
I
SAWCUT AND REMOVE
EXISTING CURB & SIDEWALK
WjNAlL
I
\
......
!SACf<FIL.L.
I. ALL MAIN LINE PIPING &l4ALL eE I!UfltIED TO I4AYE A MINIMUM COYER OF 21)M. ALL LATERAL PIPING DOUN&TREAM OF Tt-IE MAINLINE ~ALL eE euRlED TO
I4AYE A MINIM\.t1 COYER OF 12".
2. BACKFIL.L TFi!ENCl4E& WITI-I FINE GRANULAR MATERIAL. WITI4 NO FOFi!EIGN MATERIAL. LARGER TI4AN 2 112"_
\
......
.....
TE6TING
1. PRIOR TO BACKFIL.L.ING, OPEN TI4E VAL.YE AND OPERATE EACJ.I CIRCUIT TO Cl-4ECK FOR LEAKAGE AROUND PYC FITTINaaS. MAKE NECE&&ARY CORRECTION& TO &TOP L.EAK&.
2. RETE&T TI4O&E &Y&TEM& UJl.fERE LEAK& lLERE COflilRECTED eEFOFi!E COMMENCING BACKFILLING OPERATION&.
3. UPON COMPLETION, TE&T TJ.IE ENTIRE &y&TEM FOR OPERATION INCLUDING EL.ECTRICAL.L Y ACTUA,TING TJ.IE VAL YE. RUN TI-IE &Y&TEM UNTIL W.ATER BEGIN& TO FUDDLE AND/OR JiU'.l OFT TO DETER'11NE
TJ.IE INITIAL CONTROL.L.Eft RLN TIME TO DETER'11NE TJ.IE Nl..lMeEft OF IRRIGATION CYCLE& NECE&&ARY TO MEET lLEEKL Y EVAPOTRAN&PIRATION RATE& FOR TJ.IE PLANT MATERIAL IN&TALLED.
~
......
......
'-......
EXISTING METAL POLES
TO BE REMOVED
A6eU1L. T6
I. UPON COMPL.ETION OF "M-BUlL T" DRAWINaaS, PREPARE CONTROLLER Cl-lART& - ONE PER CONTROLLER. INDICATE IN T~E CHART EAC~ AREA CONTROLLED BY A vAL YE.
TI-II& CI-IART &!-fALL BE REDUCED TO A &IZE TI4AT WIL.L FIT WITI-IIN TJ.IE CONTROL.LER DOOR OR A UTILITY SAeKET WITI4IN T~E ENCLO&uRE. TI-IE REDUCTION &f.IALL BE A SLACK
AND LU-lITE COPY TI4AT 1& J.lEFlMETICALL y &EAL.ED BETUEEN TWO 2e>MIL PIECE& OF CLEAR PLA&TIC.
STORMWA TER
TREA TMENT AREA
IN6FECTION
I. eEFOFi!E ACCEPTANCE OF TI4E IRRIGATION &Y&TEM, TJ.IE FOLL.OWING DOClI1ENT& &f.IALL. BE 5UeMITTED FOR At=t=ROvAL.:
FINAL. WALI<.- TI4ROUG1-1 AND COflilRECTION OF ANY RJNCI4-L.16T ITEM&
COMPLETION AND ACCEPTANCE OF ACCURATEL.Y DJltAFTED MAe-BUIL.TN DRAWING&
ACCEPTANCE OF CONTROL.L.EFt CI-IART& AND PLACEMENT IN TJ.IE CONTROLLEFt
2. MANUAL. FLU&I-f VALYE& OR FL.U&I-f-OUTI& &I-fOUL.D BE FL.U&l-fED TI4REE (3) TIME& EAO-IIRRIGATION &EA&ON FOR A PERIOD OF 30 TO 60 &ECOND& OR LNTIL TJ.lE W.ATEFt 1& Y1&ISL Y CLEAN, LU-lILE TJ.IE
vAL.VE 1& ACTIVATED, TI4E eY&TEM &I-fOUL.D ee FL.U&l-fED MONTI-IL. Y OR MOFi!E FlEQUENTL. Y, FL.lJ&f.IING 1& AL.&o RECOMMENDED ANY TIME TI4E &Y6TEM 1& REPAIRED.
......
MAN.IAL VAL \It!
MANUAL GATE VALVE
NT!
Ir AI'WTIK VAL \It!
umI LOC:ICNJI CO\IIIIIt
nNISH ORADE/TOP OF MULCH
I'lNI&W GRAPE
#205
DOLPHIN POINT
CONDO
/
~~IHALL ~TO
1M! ..G1U.........,. C1l'- II!I!I:>INCi ANI:> IODDINCi
I"INI6Iol G
.....
S. COt1PACTED TOf"IOIL
PVC SCH 10 NIPPLE
(LlNGTH AS REQUIRED)
PVC SCH 40 ELl.
PVC SCH 40 STREET ELl.
"... I"eA GRA\It!1.
M1at:6 (I (JII ..>
PVQ SCH 10 NIPPLE
(LENGTH AS REQUIRED)
PVC SCH 40 STREET ELl.
WAC> TAI'P!D Il!U!CT "Ie ~
~ ......, iN AMA6 C1l'- 0\ISIIIt.
8)(CAVATIClN>
I"eTALIZI!I:> IDI!NTPICATICN T.... JM T.... IIIDTW. .... N ~
T.... LAl!ll!L6 TO MAD. "CAUTICN NClN.POTAeLI! .......TIClN I114T1!1lt Lie I!QltII!C) RLClW"
MAN..IN!
TYPICAL TRENCHNGIBACKFLL
NT&
HUNTER SRS SPRAYS
,/"
NT&
o
3O-INCH UNEAR LENGTH OF WIRE,
COILED
WATER PROOf' CONNECTION
(1 or 2)
,.....,.---ID TAG
VAlVE lOX WITH COVER:
12-INCH SIZE
nNISH ORADE/TOP or MULCH
REMOTE COHTROI. VAlVE:
RAIN 8IRO PES-I
PVC SCH 10 NIPPI.E (ClOSE)
PVC SCH 40 ELI.
fORO "7G &[uS QlJCI( COI.I'I..lR
PVC MAlNUNE PIPE
PVC SCH 40 TEE OR ELL
PVC SCH 40 WALE ADAPTER
PVC LATERAl PIPE
3.D-INCH MINIMUM DEPTH Of'
3/4-INCH WASHED GRAVEl.
~. t
~ .- : !
- .
-' ,.' .....-
. .. ....1 i..,..
1i . .' . .
.'" I -. '. .. .
.....: ~ ,. .... .
f.-. :.1 '. -::. . 1:. ...::.
~ ~ ~--~-~.~- ~
.. .. .... ..
... - .... .... .
.: .~ '.': ~ ,.... ." ~ ,.- .-
t.... .,.'. ..1
.. .." .. ..- .. .. .....
.-. ..
3/'" PfA (",RAVfL
PVQ SCH 10 NIPPI.E
(LENGTH AS REQUIRED)
BRICK (1 Of' 4)
SCH 10 NIPPLE (2-INCH LENGTH.
HIOOEN) AND &cH 40 ELL
..$-
o
MAtUIf
TRI'Lf SWtlCo JOtIT
P'VC SCH. 80
WOOD DOCK AND PILINGS 8
FOR BOAT SLIPS TO BE
CONSTRUCTED BY OTHERS
o
TORO QUl9.K COUPLER r-....J
~
8
FN&D ILLEGIBLE
-.aM'" J1DIID
SIGHT TRIANGLE
w~ ItS
ffW~y
8
HYBRID COH1'ROIJ.EIh
::O::wr:la.= RAteRD PESS SERIES VALVE
NT&
,~,'., 3
brI"
IN&T.6l L.4Tla.I NOnES
~~..,.
.. ::.1 .. " ..
. .~..~.. :~..
...
.' .
. '1AImI~""
.. W ___ "_f~""
. w....~ ....
0 If IAImI ~ ....
WI ~ ....1LUl~L IIM1I
. II"" ...11::1... ....
. .......-m ....
I. ALL MAIN LINE TO ee NT ALLI!D AND TE!&TI!D
INCi TO MAMPACI1JIleIt'6 IN6TJIU:TIClN& UofICU
A PAlIn' 0fI TH! N6TALLATIClN 6f11!CPICATICIN&.
DI!fW11.I ANI) UlDTW ef.W.L ee A&
6f11!CFlCATIClN&.
c:GlNCM1E 0IIt eE1'TEIIt 16 TO ee UIED
oa<6.
. PITTINli6, MIN....... CII' 2 CUBIC PI!I!T CIfJ c:c:lNCMTI! TO I!5E ueED.
FITTINCi6. MIN....... CIfJ e.& PI!ET CIfJ c:c:lNCMTI! TO I!5E UIED.
It'U1 CII' 2 aeIC PDT CII' CClNCN!'TE TO Ill&! ueID.
~
COHTRACYOR TO MOUNT ON WALL
1.5-INCH I'Ve SCH 40 CONDUIT
AND nmNGS
JUNCTION BOX
1-1NCH I'Ve SCH 40 CONDUIT
TO POWER SUPPLY
WIRES TO REMOTE CONTROL
VAlVES
BARRY M. B
TYPICAL Tl-AUST BLOCK DET ALS
N. T..&.
RAtBRD ESP-MC 8 STATION SATELLITE
NT&
P.E. #32231
PREPARED FOR.
SHEET DESCRIPTION.
.108 NO""
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
ROGER LARSON
DOLPHIN
IRRIGA TION
POINT CONDOMINIUMS
PLAN AND DET AILS
c/o Johnson. Blakely. Pope. Bokor. Ruppell 8 Burns. P .A.
911 Chestnut Street
Clearwater. Florida 33757
TEL (727) 461-1818 FAX (727) 441-8617
,"T.
2639 McCormick Dr. Clearwater FL, 33759
Tell (727) 724-8422 - Fax. (727)724-8606
NO.
DATE
.j. ...,....,
<J>"
~.
3
~i.l.j..
"
c
o
'iij
Ul
"e
L.
II)
a.
c
II)
....
....
'C
~
....
:J
o
.c
....
'i
"0
II)
o
:J
"0
o
L.
a.
II)
L.
L.
o
"0
II)
Ul
::l
II)
.J:J
....
o
c
>-
o
E
Ul
....
a.
II)
o
c
o
o
"0
C
o
Ul
0'1
c
'i
o
L.
Cl
o
.E
iii
....
c
o
....
"'5
Ul
c
o
u
C
0'1
'iij
II)
Cl
o
"0
'c
o
i:i:
5
o
N
....
.c
0'1
.~
a.
o
U
@
8
I
I
E
~
N
o
,.,
8
N
cri
'-
......-..
1"'"
~,~!
1
.'-'i',
."
".'. ,
~
...
'j
,...
'"
,.
VI
Z
~
VI
~
,.,
...
..
,...
'"
,.
)i.
.L-:=_~.
.
I
.
L
.
OLEA
WATER,
FLORIDA
LEGAL DESCRIPTION
LEGAL DESCRIPTION.
(SEE DATA SOURCES 2 a 6)
PARCEL I:
Lota 10 and II, UNIT 5-A, ISLAND ESTATES OF CLEARWATER, according to the plat thereof,
recorded in Plat Book 60, Page(a) 51, Public Recorda of Pinellaa County, Florida.
PARCEL II:
A parcel ~f land being a portion of the Waterway according to UNIT 5A ISLAND ESTATES OF
CLEARWATER. aa recorded in Plat Book 60, page 51 of the Public Recorda of Plnella. County.
Florida. lying within Section B. Townahlp 29 South. Range 15 Eaat. City of Clearwat.r.
Plnella. County, Florida. .
LOCATION MAP
N
T AUGUSllNE
PFn.ECT LOCATION
~T
PALM
8EAQt
GENERAL NOTES:
1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MORE
STRINGENT TECHNICAL SPECIFICATIONS AS FOUND IN THE STANDARD SPECIFICATIONS OF
THE CITY OF CLEARWATER OR THE CONTRACT DOCUMENTS AS PREPARED BY FLORIDA
DESIGN CONSULTANTS, INC. SPECIFICALLY FOR THIS PROJECT.
2. THE JURISDICTIONAL AGENCY FOR THIS PROJECT IS THE CITY OF CLEARWATER.
3. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN ON THE PLANS AND
IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE
'UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY.
4. THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PREVENT EROSION AND
TRANSPORT OF SEDIMENT MATERIAL TO INLETS. SURFACE DRAINS. LAKES AND WETLAND
AREAS. THE CONTRACTOR SHALL USE STRAW BALES, SILT BARRIERS OR OTHER APPROPRIATE
MEASURES TO MITIGATE ADVERSE IMPACTS TO EXISTING SURFACE WATER QUALITY.
5. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THE PROJECT
BY WATERING OR OTHER METHODS AS REQUIRED.
6. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM SYSTEMS.
7. ARCHITECTURAL INFORMATION PROVIDED BY SPENCER ARCHITECTS.
8. BACKFLOW PREVENTION DEVICES MUST BE INSTALLED BY THE CITY.
9. LOCATIONS OF TRASH DUMPSTER TO BE COORDINATED WITH THE CITY OF CLEARWATER
SANITATION DEPARTMENT.
10. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION 42.27 OF THE CITY OF CLEARWATER
LAND DEVELOPMENT CODE.
11. THE SITE IS LOCATED WITHIN FLOOD ZONE AE. BASE FLOOD ELEVATION = 12.
PER FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 125096 0007 D. MAP REVISED AUGUST 19. 1991.
12. SITE LIGHTING SHALL BE PROVIDED IN COMPLIANCE WITH CITY OF Cl..EARWA TER
CODE REQUIREMENTS.
13. DRAINAGE FOR ALL PARKING LEVELS UNDER THE BUILDING WILL BE DIRECTED TO THE
PROPOSED DRAINAGE SYSTEM TO ACCOMMODATE WATER QUALITY REQUIREMENTS FOR
THE PROJECT.
14. TREE REMOVAL PERMIT APPLICATION TO BE SUBMITTED AT TIME OF CONSTRUCTION PLAN
SUBMITTAL.
15. A CHUTE ROOM EXISTS FOR THE DUMPSTER.
16. BUILDING TO BE SPRINKLED.
17. CONSTRUCTION PLANS TO SHOW FIRE DEPARTMENT CONNECTION TO BE AT LEAST 15 FEET FROM THE
BUILDING BUT WITHIN 40 FEET OF A HYDRANT
PRE
Section
IMINARY SITE PLAN
Township 29 South, Range 15 East
1.0CA TION MAP
~
eNJ5.E'l" y
~
OLD
TAMPA
BAY
lilY DR
EAST lilY
PREPARED FOR.
ROGER LARSON
c/o John on, Blakely, Pope, Bokor, Ruppell & Burns,
911 Chestnut Street
Clearwater, Florida 33757
TEL (727) 461-1818 FAX (727) 441-8617
PREPARED BY.
FL RIDA DESIGN CONSUL T ANTS, INC.
ENGI EERS. ENVIRONMENT ALISTS. SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater. FI. 33759
Tel. (727) 724-8422- Fax. (727) 724-8606
,,-
P.A.
I
I
SITE PLAN APPROVED
CASE # sf..,. C>l-Oe, - U.
CASE TYPE ~
DRC DATE '7- r~ -o(
COB DATE E-O~
SIGNATURE ^'-
DATE ' /o-B-- ~
(~i~e.i f ~OA ')
SHEET
DRAWING INDEX
TITLE
1 COVER SHEET
2 EXISTING cONOmONS
3 HOAIZONT AL CONTROL/
PAVING, GRADING AND DRAINAGE PLAN
4 UTILITY PLAN
5 PAVING, GRADING AND DRAINAGE DETAILS
6 UTILITY DETAILS
7 LANDSCAPING PLAN
LAND USE DATA
EXISTING
REQUIRED (MIN/MAX)
PROPOSED
it'
LAND USE PLAN CATEGORY
,;Ji
RH
MHDR
N/A
N/A
N/A
RH
ZC.'t''lING DISTRICT
MHDR
USJ::
VACANT
CONDOMINIUMS
LOT AREA
15,000 SF MIN.
1 6,100 SF
.37 ACRES
125(N)
120(S)
1 6,100 SF
.37 ACRES
125(N)
120(S)
LOT WIDTH (1)
150 FT MIN.
IMPERVIOUS
SURFACE %
DENSITY
0%
67%
ISR=85% MAX.
30 UNITS/ ACRE
8
30 UNITS / ACRE (MAX)
11 (MAX)
NO. UNITS (ROOMS)
o
SETBACKS (3)
FRONT (NORTH) (4)
SIDE (WEST, EAST)
REAR (SOUTH) (4)
4' (NORTH)
10' -8" (WEST) 10'-8" (EAST)
o' (SOUTH)
25 FT MIN.
10 FT MIN.
15 FT MIN.
HEIGHT
50 FT
30 FT
NO. OF STORIES
5
PA....ED VEHICULAR AREAS
7,182 SF
0.16 ACRES
N/A
PARKING LOT INTERIOR LANDSCAPING
% OF PAVED VEHICULAR USE AREA
595 SF
8%
PARKING
TOTAL 23
STANDARD = 22
HANDICAP = 1
1.5 SPACE/UNIT
12 SPACES REQUIRED
NOTES
(1) VARIATION TO LOT WIDTH REQUIREMENTS NEEDED.
(2) FLOOD ELEVATION IS 12 FT " ,"
FIVE STORY BUILDING. ALL UNITS ON 2ND. 3RD. 4TH AND~Tld$l~{FLOO
PARKING AND STORAGE ON GROUND FLOOR. VARIATION~.'i' ~;P<1I :
(3) SETBACKS ARE, MEASURED TO PARKING LOT. POOL DE~!l'~m :,OT B)
(4) VARIATIONS TQ SETBACK REQUIREMENTS NEEDED. ff:i:t.>).)' ~...?, ~ ~ Of
\~~:~"~.~rs!~ i,:.~ "-
,\ "'.p:-.
~
...w.....4;"...,......
~
1
I
1
.
N
0
I
iii
0-
ct
I
0-
.
'V
~
.
0-
I
....
fa
,. IlPIIIIPl
VI
z oc , JD
~
~ 1IltA..
VI UL , RK
~ CIlEClCID
~ oc
I"
.... o.c:.
fa
,.
it
THE _TUItI f1F THE QUAIJTY
CC*nlCIL CII'I'lCEIt ... 1111 weE
INDlCATl. THAT ALL REOUIRED
I't:RIIIT' HAVE lED OITAlNED
AND THAT CON,TRUCTION II
AUTHORIZED TO COMMENCE.
-----,
1=
-
(III
~
./
"
,,/
"
/
/
/
(
-----.
-......
"
.......
.......
\
END OF EXISTING
GAS MAIN
..~
x
.......
.......
~
...............
...............
.......
...............
.......
............... eJ(181"11i, ...............
~ G .,.. ~
~ "eC
~/Ate-O
~"'041"eli.
~~04/N
-......:.....
~
.......
.......
x.#
e
!"f
~
............
SEAWALL
DETAIL
NOT 10 SCALE
eJ(IB
1"ING
B"
....... e-t 804N/1':
($ ........ -.....::: ~1"ING 04Jt,..
10;. , ....... ~J(IB~ "'" .......~.. G BE",..~
" "Ii, ....... ~B "'Ii
("j . .......'G. 6" -......; ~04/N
c.,? ....... '~1"e -....;........
....... . ~~04/'" ....... .......
....... '!
&
~
~
FACE. OF
SEA WALL CAP
!
2-STY MAS BLOG * 205
WAlERWAY(P)
.......
.......
.......
.......
....... .......
....... .......
3.x3. wjNHL ....... .......
....... .......
.......
, ....
.......
....... '
S6~':' ....... -.....
.J~'
9S 30~
. ~'(1J;)"',1J~i""""""',,,,,,
SW caR LDT 11
Sf: caR CPB 38. PO 78
S'6 ~':.
.J~'
So~(1J
,1J<.,?
Octavia Cabrera
ell: D 1 \.' '))1) n 3
,,~ ~:., t.j 1..",,(':" tJ
PREPARED FOR.
SHEET DESCRIPTION.
OGER LARSON
GRA Y DOLPHIN CONDOMINIUMS
EXISTING CONDITIONS
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-8422 - Fall. (727)724-8606
clo Johns n, Pope, Bokor, Ruppell 8 Burns. P .A.
911 Chestnut Street
Clearwater. Florida 33757
TEL (72 ) 461-1818 FAX (727) 441-8617
E.B. No. 7421
-1 "',,_ F~.n "--'-1;"../-; ...J;:'di ""j, ,,- '. 'l!:&,.t.' ..'- .~, .. .. .:. "~L;.a........
N
o 10
f!!iiiiiiii
20
,I
.fO
I
.......
.......
............ ~
............
~.
...............
..............
'-
~e
IBM 2
N RIM a.-4.45'
IE SE-0.13', S.VCP
IE NW==O.36', s.vcp
l.EW!D.
+ ... Aerial Target
-1i/!- "" Bench Mark
g>~ - Cable TV Paint Stripe
ItBI - Cable TV Box
@ - Communications Manhole
. "" Concrete Light Pole
o "" Concrete Post
"1L - Concrete Utility Pole
@ - Drainage Manhole
ED! - Electric Box
<E> - Electric Manhole
fe.CP.,j, - FPC Paint Stripe
"" . FPC p.d..tal
:lfC - Fire Hydrant
CD - Flag Pole
fIlS - Gas Line Marker
~ - Gas Flller Cap
~ "" Gas Valve
mI "" Gas Meter Box
!!P~ - Gas Line Paint Stripe
(ftJ - Grate Inlet
@ "" GTE Manhole
~ - GTE Pedestal
F - GTE MQrker
-) - Guy Wire
x:x - Light Pole
III - Mall Box
ED - Metal Post
. - Monitoring Well
~ - Parking Meter
!..~..i "" Reclaimed Water Paint Stripe
D - Reclaimed Wat... Box
~ - Reclaimed Water Valve
~ - Sanitary Sewer Manhole
o - Sanitary C1eonout
~~ - Sanitary Sewer Paint Stripe
$ - Section Com...
lX - Siamese Connection
-- - Slg"
III · Sprinlcler Control lox
.." - Sprlnlcler Head
.nw~ - Storm Water Paint Stripe
Dl - Traffic Signal Box
1m - Traffic Signal Pole
!P! - Water Line Paint Stripe
IWJ - Water Met...
IRI - Wat... Valve
C"tL - Wood UtUlty Pole
$ - Wood Light Pole
() - Wood Post
~
~';
... ~ - Point at Elevation
25.2' - Calculated Oimen.ion from Structur.
-=- to Boundary / Right-ot-Way Un.
= Existing Right-of-Way
60HW
= Existing Overhead Wire
= Existing Lot Line
@
~
(
- Existing Sanitary Sew... Ie ServIceI
- . - . - . - . - . - ' - . - . - . - , .,.- ,- - Existing Watermaln Ie Valve
- - - - - - - - - - - - - Existing Gas Main
- Existing Reclaimed. Wat... Un.
tICII 110.
997-143
,... . PI.
lIlT
DATIo
110.
DA Tl
~ 12/16/02,.
C
.2
..
1
c
t)
....
....
'C
.
....
~
o
.s:.
....
'i
"0
t)
U
~
e
Q.
f
L-
o
"0
t)
..
~
t)
.0
....
o
r:
>..
o
E
..
....
i
u
c
o
U
"0
C
o
III
01
c
'i
e
o
c.i
.s
of
....
c
o
....
i
c
o
o
C
01
'ii
t)
o
o
"0
'C
o
i:i:
I')
o
o
N
7
_'--.....,_,~~;".',.jt"".,..:,~...c..":.::..,..:~......,~~....:,.;.~~
~. '" ':L.iJ'-1';".,.~ _....:,.._.;.,)..'""""",.-',l.~'lf:r::, h' "y ._.....~~-
~
1
I
1
-
Iii
.
I')
~
iii
-
!
0>
~
otI.
PI
.
-
I
! .....
I oc I JD
IlIIAWI
UL I RK
t:; cttEClCED
. oc
I'
.... O.c.
~
~
I.
I
~ I
DRAINAGE EASEMENT
WIDTH VARIES
,_~' PROPERTY
I'" 16' .. LINE
--- - l'
~------,2~----- ~i:::TO"
I- 8' ..I
SECTION "A-A"
BUILDING
I
~ I
I.
10' DRAINAGE
EASEMENT
PROPERTY
LINE
-
CONCRETE FlUME
3' WIDTH f;)'P<?l
(6- - 3000 PSI CONCRETE) )(
8'
4SFX80'-320CF
--.l TOB
l'
f BOTTOM
SECTION "B-B"
PROPERTY
LINE
I ~
10' DRAINAGE
EASEMENT
~ I
8'
l'
TOB
l'
BOTTOM
4 SF X 110' - .<40 CF
SECTION "C-C"
CONCRETE SPILLWAY
WITH BAFFlE (3' WIDTH)
- SEE PAVING, GRADING
AND DRAINAGE
DEl All SHEET 5
...
19'
I
6.5'
4'
HIC ACCESS
8.5'
2.0"
.-/""-
~
SECTION "0-0"
o
IN RIM= 5.88'
IE 5E=1.60', S"VCP
--- IE 5W=~97'" 6"~CP REMOVE Po TlON OF
-4E WNW-1.95",6"VCP EXISTING CU~ AN,D
IE ~l~9, 6 VCP SIDEWALK ...........
S "~~ k~:"sG~;; ____ .___ ____ /~
U 093530 42635 ~ ~ EXISTING SIGN ........
EL=6. if.............. ~
~ ~ / ..............DOL. ~
-""::"':::::Pf//I\; ........ ........
/ 6~ POI
/ ' (2/i~ ~~ ~P,r-)
it'c/P ~D -......::..
~ ....c/P)
~
------ - - ~
/ ,
/ ,
/
/
-......
I
-......
~,
f;).
\
<00
...
\
x
DOCK CONSTRUCTION AUTHORIZED BY
PREVIOUSLY APPRO D PINELLAS
COUNTY WATER AND NA V1GA TlON
AUTHORITY PERMIT M31236-02
TltI ...-ruIlI (}If TIlE IUAUTY
CCIITIICIL CII'PICEI . 1111 INC[
I..DlCATE. THAT AU. IIGUIIID
1'E1..1T. HAVE NI.. NTAI..ED
A"D THAT CO...TIUCTIO.. ..
AUTHOIIZED TO CO....E..cr.
-----,
,=
'-
E.B. No. 7421
PREPARED FOR.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL, 33759
Tel. (727) 724-8422 - Fox, (727)724-8606
OGER LARSON
clo Johns n. Pope. Bokor. Ruppell 8 Burns. P.A.
911 Chestnut Street
Clearwater. Florida 33757
TEL (72 ) 461-1818 FAX (727) 441-8617
REMOVE PORTION OF EXISTING
SIDEWALK AND REGRADE AT
2~ SlOPE TO WATCH EXISTING
........
........
..............
~
..............
........
..............
........
..............C)(jSl'/. ...............
-......:..!...NG <1" ~
-"""""'li'cCl.4
.......:::::;l4tcD
'.....I'r 4 l'cf?
-......:::; 11?4/N
-.......:.....
........
.......
~
........
........
.............. ~
..............
..............
..............
..............
~ ...............
~
~
C~/s
7'/NG
........ . '-........ c. e.. s
........ . N ........ .!f!Sl'1. 41\1/1'
Q:' ......... c. ,~ ~.. 41i'y
J!? . ........~!Sl'/N. ........ G4s Sc~c,
"t -.....: . G 6'" ................414/1.. Ii'
" ........ w ......:'
.).. "~l'clY. ........
Q:- '" .11?4/1\1 ...............
~"t........ '.........
~ ................
~
~
CONCRETE flUME !
3' WIDTH
(6- - 3000 PSI CONCRETE)
........
........
f;>~
x
........
........
........ ........
....... ........
........
....... ........
........ ........
........ ......
........
....... .......
.......
~
........
.......
POND 100
TOB- 6.0
BOTTOM- 5.0
SlOPE RAMP TO
MATCH PAVEMENT
ElEVATION
~~
x
NOTE:
FOR INTERNAl PARKING REFER TO
ARCHITECTUAl PlANS
I.~
CONCRETE SPILLWAY
WITH BAFFlE (3' WIDTH)
- SEE PAVING, GRADING
AND DRAINAGE
DETAil SHEET 5
.I.EGEWl
~ ... Overtand Flow Direction
---II-
(
= Existing Sanitary Sewer " ServIces
. · .. - Slit Fence
.#- - Proposed Spot Elevation
-.-.-.-.-.- '-.-.-.-, .,.-, - - Existing Watermaln " Valve
,"\
~. - Existing Spot Elevation
X
- - - - - - - - - - - - - Existing Gas Main
-. _. -. - - Proposed Top of Bank
- - - - - - - - - = Existing Reclaimed Water Une
)S( ... Existing Tree To Be Removed
l;( = Existing Fire Hydrant
SHEET DESCRIPTION.
GRA Y DOLPHIN CONDOMINIUMS
HORIZONT AL CONTROLI
PA VING, GRADING AND DRAINAGE PLAN
110.
DATI
..,...
~
~
~ TBM 2
'" N RIM EL-4.45'
IE SE=O.13', a.vep
IE NW=O.36', a.vcp
c:
o
'ij
8)
.~
"
~
is
....
...
'C
.
...
:J
o
.r:
...
'i
"
"
u
i
!
...
o
"
"
8)
:J
"
.0
...
o
c
>.
o
E
8)
....
i
u
~
u
"
c:
o
API"D\
IY
I
!
.os
o
I')
8
...
~
!
I
00
~
6
..
,...
I
~
i
Ii; o.c.
,.
~
1. SANITARY SEWERS CROSSING UNDER WATER MAINS SHAU BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 12 INCHES BElWEEN THE BOTTOM OF THE UPPER
PIPE AND THE OUTSIDE BELL/TOP OF THE LOWER PIPE WHENEVER POSSIBLE. SANITARY SEWERS CROSSING OVER WATER MAINS SHAU BE LAID TO PROVIDE A MINIMUM
VERTICAL DISTANCE OF 18 INCHES BElWEEN THE OUTSIDE BELL/BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE WHEREVER POSSIBLE.
2. WHERE SANITARY SEWERS CROSS A WATER MAIN WITH LESS THAN THE REQUIRED VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE
CONSTRUCTED OF ClASS 54 DUCTILE IRON PIPE (DIP) AT THE CROSSING. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF
10 FEET BElWEEN ANY 1W0 JOINTS, ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE, AND MECHANICALLY RESTRAINED.
A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING.
3, ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING
(PIPES CENTERED ON THE CROSSING).
4. WHERE A NEW PIPE CONFUCTS WITH AN EXISTING PIPE, THE NEW PIPE SHAU BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED TO MEET THE
REQUIREMENTS ABOVE.
5. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHAU BE MAINTAINED BElWEEN ANY lYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER
POSSIBLE.
6. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN
UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18
INCHES ABOVE THE TOP OF THE SEWER.
7. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP (IF
AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE
WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
8. ALL DIP SHALL BE ClASS 54 OR HIGHER. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED.
9. A MINIMUM COVER OF 30- (2.5') SHALL BE MAINTAINED BElWEEN THE TOP OF ALL WATER MAINS AND THE PROPOSED GROUND (lYPICAL).
1. ALL MATERIAlS AND CONSTRUCTION SHAll BE IN ACCORDANCE
WITH CITY OF ClEARWATER SEWER SYSTEM STANDARDS AND
SPECIFICATIONS AS WEll AS CONTRACT SPECIFICATIONS
2. NO DEBRIS SHAll SE ALLOWED TO ENTER THE EX/snNG
SANITARY SYSTEM
3. THE CONTRACTOR SHAll PROVIDE ALL BRACING, SHEETING OR
SHORING NECESSARY TO CONSTRUCT AND PROTECT THE
EXCAVATION AGAINST COlLAPSING, ALL CONSTRUCTION SHAll
ADHERE TO THE TRENCH SAFETY ACT REQUIREMENTS.
TRENCHES SHAll SE KEPT DRY WHILE PIPE IS BEING LAID.
DEWATERING SHAll SE PROVIDED WHERE NECESSARY.
4. PIPE WIll BE ON DRY, UNDISTURBED SOIL WET
UNSUITABLE MATERIAL WIll BE REPLACED WITH COMPACTED
SELECTED BACKFIll. MATERIAL AS APPROVED BY THE SOILS
ENGINEER.
5. BACKFIll MATERIAL WIll BE SOUDLY TAMPED AROUND THE
PIPES IN 6- LAYERS UP TO A LEVEl OF AT LEAST ONE FOOT
ABOVE THE TOP OF THE PIPE. IN AREAS TO SE PAVED, BACK-
FIll WIll. BE COMPACTED TO A MINIMUM OF 98X OF THE MAXIMUM
DENSITY AS DETERMINED IN THE FIELD BY THE METHODS PRE-
SCRIBED IN AASHTO T -180 IN 12- LAYERS TO THE PROPOSED
PAVEMENT.
6. SANITARY SEWER SERVICE WIll. SE SUPPUED BY THE CITY OF
CLEARWATER
7. THE EXTERIOR AND INTERIOR OF AlL PRECAST MANHOLES SHAll BE COATED
WITH AT LEAST 15 MILS DRY THICKNESS OF PROCO EP-214-351 EPOXI-t.iASTlC
AS MANUFACTURED BY PROTECTIVE COATINGS INC.
~CJ(/S"'I
~IvG "I"
...............l?cCt..
~/ltfcD
............... w4 "'cl?
~~4/tV
~
~
'"
(t' cJ(/S.,.
~ /tVG
.......1", (j"
....... -.;:: S
' ....... . -J ......... .......cJ(/S.,. 4tVl1"4
I:l:" ....... ...jtVa li'y
4J ....... . &:0 ....... <" s~
!..;; .........":)OS,......... G4s W~I?
::; -"';::.It!!sl 6" ....... .......1tf4/tV
A ........W .......
~ . ~..tCI? ..............
J...~ ' ~4/tV .......
~ '-...:... .......
~ .......
"'.
!tJ
~
--
--
TIE THE PROPOSED SANITARY
SERVICE TO THE EXISTING
SANITARY LAlERAL
THE SIZE AND LOCATION OF' THE
SANITARY SERVICE CONNECTION
TO THE PROPOSED BUILDING SHALL
BE DElERMINED BY THE MECHANICAL
ENGINEER.
--
--
--
--
--
--
--
--
---
& ---------
I
22' BEND
18 LF' 6- WI..
a-tbORINA TION
POIN...............
30 LF
2" WL
:2" TEE
~
...............
2"X I" REDUCER
.........
......... .
.......
.........
.......
.........
.......
.........
.......
.........
.......
.........
-
6- ARE UNE
CONNECTION OINT
3/4" METER
" AlL MATERIAlS AND CONSTRUCTION FOR THE FIRE PROTECTION SYSTEM AND
THE DOMESTIC WATER DISTRIBUTION SYSTEM SHAll BE IN ACCORDANCE WITH
THE CONTRACT SPECIFJCATIONS AND CITY OF ClEARWATER SPECIFICATIONS.
2. WATER MAINS SHAll BE 30- (MIN) SElOW PROPOSED GRADE AT THE
WATER MAIN CENTER UNE.
3, ALL POLYVINYL CHLORIDE PIPE SHAll BE LAID WITH AN INSULATED 12 GAUGE
A.W.G. SOUD STRAND COPPER WIRE WOUND AROUND THE PIPE FORMING ONE
COWPLETE SPIRAL PER JOINT OF' PIPE. THIS WIRE IS TO SE CONllNUOUS
WITH SPUCES WADE ONLY BY METHODS APPROVED BY THE ENGINEER. THIS
WIRE IS TO SE SECURED TO AlL VALVES, TEES, AND ElBOWS, SEE ARTICLE
41.02(S)(2) PART -S- TECHNICAl SPECIFICATIONS, CITY OF CLEARWATER
CONTRACT SPECIFlCAT/ONS AND STANDMDS.
4. MINIMUM SEPARATION BETWEEN WATER AND SANITARY SEWER AND STORM
SEWER UNES TO SE 10' HORIZONTAL AND 18- VERTICAL.
5. POTABLE WATER SERVICE WIll SE SUPPUED BY THE CITY OF ClEARWATER.
6. SAMPLE TAPS SHAll BE PROVIDED AT 500 fT. INTERVALS AlONG MAINS
AND AT ALL TDfPORARY BLOW OFF LOCATIONS.
7. LENGTHS ARE :t FROM CENTER OF FTmNG TO CENTER OF FlrnNG.
8. AlL FIRE UNE AFTER METERS AND DOUSLE DETECTOR CHECK ASSDfBUES
TO BE RESTRAINED, DUCTILE IRON, CLASS 350 (200 psi).
9. THE CITY OF ClEARWATER, AT THE APPuCAN'f"S EXPENSE, WIll RELOCATE ANY/
ALL WATER METERS THAT HAVE TO SE RELOCATED AS PART OF THIS DEVELOPMENT.
10. AlL WATER/FIRE UNE EXTENSIONS TO CONFORM TO CITY STANDARDS.
11. THE CITY OF ClEARWATER WIll PROVIDE WATER TAP, SET THE METER AND A
B.F.P.D. (BACK FlOW PREVENTOR DEVICE) IF APPUCABLE. APPUCANT' IS
RESPONSIBLE FOR ALL ASSOCIATED FEES.
t ~ PPE Ctr AID" SNfi'Nf'( 8EWDI
PVC PIPE (SDRJ5) POLYVINYL. CHLORIDE SEWER PIPE SHAll CONFORM TO ASTM D-3034
SDR35 0-1784 (PVC COMPOUND), LATEST REVISION, OR AS OTHERWISE SPECIFIED. AlL
PVC SEWER PIPE SHAll BE CONSPICUOUSLY lABELED WITH THE MANUFACTURER'S NAME,
NOMINAL PIPE SIZE, APPUCABLE MATERIAL CODE OR PVC CELl CLASSIFICATION, STANDARD
DIMENSION RATIO NUMBER, PRODUCT lYPE, STANDARD SPECIFICATION DESIGNATION,
PRODUCTIONS RECORD CODE AND NSF CERTIFICATION SEAl AND WIll BE COLOR CODED
GREEN, PIPE WIll BE A MAXIMUM 13' LAYING LENGTH. APPROVED PRODUCTS: J-M/BLUE
BRUTE, HlItW, E. T.I. CERTAlNTEED (W/INTEGRAl BEll), AQUA- T1TE, NORTHSTAR, CANltx,
VUlCAN, DAVIS-DAVTJTE.
2. PVC PPE (l..SB81HAN ~) WATER DImEUl1CN
PVC PIPE LESS THAN 4- SHAll BE MADE FROM CLEAN, NEW NSF APPROVED lYPE "
GRADE " PVC CONFORMING TO ASN SPECIFICATIONS D1784 AND D2241 OR LATEST
REVISIONS THEREOF', AND BE SUITABLE FOR USE AT MAXIMUM HYDROSTATIC WORKING
PRESSURES OF 200 PSI AT 23 DEGREES C (73.4 DEGREES Fl. PIPE SHAll SE
FURNISHED IN STANDARD 20' LENGTHS WITH JOINTS BEING OF THE PUSH-ON INTEGRAl
BELl lYPE SUPPUED WITH GASKETS INSTAL.LED. PIPE SHAll BE MARKED WITH THE NSF
MARK INDICATING ITS APPR(NAL FOR POTABLE WATER. AU. PIPE SHALL BE CLEAN AND
ENDS SHALL BE TARPED DURING SHIPMENT. APPROVED PRODUCTS: J-M, CERTAlNTEfD
WITH INTEGRAl BELL. HEP, HlItW,
a P\C PPE C~ AID ABCM:) WATER DImEUl1CN
PVC PIPE (C900): PVC PIPE (4- AND lARGER) SHAll IN ACCORDANCE
WITH AWWA C900, WITH PUSH-ON INTEGRAl BEll JOINTS AND SUPPUED
IN STANDMD 20' LENGTHS. NO SOLVENT-CEMENT PIPE OR FTmNGS WIll.
BE ACCEPTED, AlL 4. PIPE SHAll BE PRESSURE CLASS 150 WITH A DR
OF 18. PVC PIPE 6- AND ABOVE SHAll BE PRESSURE CLASS 150 WITH A
DR Of 18. PIPE SHAll BE MARKED AS DETAILED IN AWWA C900 AND SE
FURNISHm WITH AN AFFIDAVIT THAT IT COMPU[S WITH THE REQUIREMENTS
OF AWWA C9OO, AlL PIPES INSIDE FIRE PROTECTION lOOP WITHIN
SUILDING PERIMETERS SHAll SE PRESSURE CLASS 200 WITH A DR OF 14.
ALL PIPE FURNISHED UNDER THIS SPECIFICATION WIll. SE COLOR CODED
SLUE. AlL PIPE SHAll SE CLEANED AND ENDS SHAll SE TARPED DURING
SHIPMENT. APPROVED PRODUCTS: J-M/SLUE BRUTE, HlItW, E. T.I. CERTAlNTEfD
(W/INTEGRAL SElL), AQUATITE, NORTHstAR CAN-me, VULCAN, DAVIS DAVTJTE.
4. oucru: RON PI8f-ON ~ aASS 50 Ctr-1r), a..AS8 51 con
DUCTILE IRON PUSH-ON PIPE SHAll SE THICKNESS OF THE APPROPRIATE CLASS
AND SHAll CONfORM TO AWWA C151-76 AND AWWA C111-79, OR LASTEST
REVISION THEREOf. PIPE SHAll SE FURNISHED IN NORMAL 18' LAYING LENGTHS
WITH AlL JOINT MATERIAL INCLUDING GASKETS AND LUBRICANTS. PIPE SHAll
BE UNED WITH A STANDARD THICKNESS CEMENT UNING AND SHAll CONFORM
TO AWWA C104-8O. APPROVED PRODUCTS: CLOW, AMERICAN CAST lRON-FASnTE,
US PIPE lit FOUNDRY, McWANE - TYrON, GRIfFIN.
.IIII.IIIIImII
1. ABOVE-GROUND AND UNDER-GROUND ununES ARE IN THE
ARfA OF THIS PROJECT. PROCEED WITH CAUTION - CALl
"SUNSHINE" AND THE unurv OWNER(S) 2 DAYS IN ADVANCE
SEFORE BEGINNING WORK 1-800-432-4770.
DPlIID
THE IlIIMnlRE QI THE QUAUTY
CCIN11lClL CII'flCEI . nil INCE
INDlCATEI THAT ALL IlEGUIIIID
PlIIIIITI NAVE lID .-rAlNU
AND THAT CONlnUCTION II
AUTHORIZED TO COMMENCE.
------,
1=
11IIIII
E.B. No. 7421
PREPARED FOR.
OC I JD
11M..
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
8
~
~
.......
.......
N
o 10
I!!iiiiii
20
I
.fO
I
...............
...............
...............
~
~
&
~
~
...............
.........
.......
.......
.....
........
.......
NOlE:
LOCATION OF EXISTING SANITARY LATERALS, EXISTING RECLAIMED
WATERMAlN, EXISTING POTABLE WATERMAlN AND EXISTING GAS
MAIN PER CITY OF' a.EARWA TER UTIUTY A llAS, CONlRACTOR
TO VERIFY PRIOR TO CONSlRUCnON.
110.
DATE
I t/
i ~
'"
....... i
~
0 &
~
o
o
o
o
o
o
o
o
o
8
o
8
FINAL LOCATION OF HOT TUB
TO SLIDE EAST OR WEST TO
AVOID CONFLICT WI EXISTING
TIE-BACK.
o
8
SHEET DESCRIPTION 1
OGER LARSON
UL I RK
CIIICICID
clo Johnso , Pope, Bokor, Ruppell 8 Burns, P .A.
911 Chestnut Street
Clearwater, Florida 33757
TEL (727 461-1818 FAX (727) 441-8617
GRA Y DOLPHIN CONDOMINIUMS
UTILITY PLAN
oc
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-8422 - Fax. (727)724-8606
~
p.4
- Proposed Water Un. lit Valve
@
II-
(
- Existing Sanitary Sewer lit ServIces
-.-.-.-.-.-.-.-.-, _.~_.- - Exlltlng Watermaln lit Valve
- Existing Gas Main
c
o
'it
.~
CL
j
-
.~
.
- Existing Reclaimed Water Un.
~ - Exlatlng fir. H)'drant
~ - Proposed fir. H)'drant
-
::J
o
.s:;
-
"j
'0
U
()
::J
"8
L..
~
~
'0
I
::J
U
.0
-
~
>.
o
E
~
,....."
.....-......-
, ,
/ PROPER~ UNE
J TOB ELEV- 6.0
POST OPTIONS: WOOD 2 i- UINf
WOOD 2-x4-
OAK 1i-x1i'-
STEEL 1.33 LBS/FT UIN
6' MAX
"I
OPTIONAL POST POSI110N
...J
<
o
1=
a::
~
PRINCIPLE~POST
PATTERN CANT-
ED 20 DE REES
TOWARDS FLOW)
FlL TER FABRIC
/ 4-x4- WOOD
POST
w
a::
o
::::E
a::
o
c
10
"""
c c
N IX)
....
.
IX)
....
/ FILTER FABRIC (IN
CONFORUANCE WITH
SEC. 985 FOOT SPEC.)
EXISTING SEAWALL
, " .' <,' :,~ '4,.' "_.' "~f ...'...,.. .,... ':, ":,,~,,..., ":'~:~"'4"~"~"::4~'r:.~:~..
. . ..' '. . .... . . 4 .. ... . ~ ~. .~.., .:.... ." .'. _ .
.' . , 4 .'.. '. '..: ~4'.,:, '~,':'~;<:'~"~;::'~ ":<":~,': .',..., :' ...., .:4' "
.,", ',<..: ~'>.~ '+; ~'~ ,::.. ,':. . '.:'~;.Sl~E.t:'>:~'
;: < (6~ CON~~:~t;EiE)-' ;;, :.'1. .. . ... ;':''7 · . ,': ~.
.<4.".,:" ::7:..,:.:-:~ "":."~" ,"~.' '~': ..~. <;< '~":: :4::,'>.~~:' ":',,~\,~',::,:'.~~:: ::," :~~~,:: ,:,~.<:.>:"...;~.)_
, '~ i 4 ".: . . : . SLOPE, '4 . . .... . ." . "..'. ' .' \ 4' '" . · .. .
"'~'4"" . :...... :.... ':.:-"'~'.' ~ .~...~..., ...4.:'.~' ...... ~... '.': .......... . ..... :. .'. .;'4~' . .
4.. .... .4' . ........ ~. . .'. .4.,..~: "~4'.:..",'~.. ....." . : .... .'.
...;' ..".~~ '.~.,"~ ~,~~.:4 -,~".. ".' '.'. ...-. .... - -. · . .
_ - ~ - ~ - - - _ 4 . ......:..... .....:
. ..' . . -
SILT FENCE: DETAIL
NlS
10' DRAINAGE
EASEUENT
o
I-
SILT FLOW
---..-...
.",
_ L- 5.0
I' -fJ'
SECTION
ELEVA TlON
ALUUINUM
BAFFLE
TYPE F
b fo
I
'-
'"
I 8' I
: .. 2' -(1'
""--- . - . - .
WOOD SPACER
~
/ Joint Seal
Cone. Pav'tt
~ l. Exp. Joint And
Preformed Joint Filler
TYPE D
Slope To Fit
Driveway )
r /CY'
- -
/' - 2'
I.
2' -(1'
Note: To be paid for as parent curb.
DROP CURB
EXTEND BAFFLE INTO SIDE
OF SLOPE TO PREVENT
FLOW AROUND BAFFLE
Note: For use adjacent to concrete or flexible pavement. concrete shown.
Expansion joint, preformed joint filler and joint seal are required between curbs
and concrete pavement only, see diagram right.
r BROOU
FINISH
BROOU FINISH
. ...; .
u.s.
.
* ... .
"It' z,...
:;;, ~ '.,4
. ..
.~ . . : ~" . .: '. ....
ILT.s.
".: ;..' ~'..
. '
. . . .
. . ":' .
.
',"
, I
4 ...
.
,.
. :4.' ~
:, .' '. ." .' . .' . :...
'. ... <I
'.
.,
. ~ :..o
1/2- x 4-
BITUMINOUS STRIP
.. ....
9'
WA TER
..
FLOW
STRUCK JOINT
STRUCK JOINT DETAIL NoT.s.
No T.S.
0.6'
2'
~
ILts
TOB
ELEV. - 4.00
- TOP ELEV. 6.25
ALUMINUU
BAFFLE
OF FLOW
O\R..:.Cl\ON _
NOTEI Concrete to 1M 3,000 psi
L
I- 7-1/2" -I :::T
. .....
:4:.' "~'
-l
I
PORTLAND CEMENT CONe. PAVEMENT
I- 2-112'" 1'111'1
. .. ...
. . : .4 ". . '. . :4:" .... . .
..' : ...... ..... ..
..
N
, .
L ~-1-
I- 7-3/4" _~ '-T
13 BOor
TyplcOol
.' ..
1
-
..
N
,
...
I
"..
1. GENERAL
RIGID PAVEMENT CONSISTS OF CONSTRUCTING A SPECIFIED
PORTLAND CEMENT CONCRETE FA VlNG ON A PREPARED
SUBGRADE. THE UTILITIES AND OTHER ITEMS IN AND BENEATH
THE STREET MUST BE PROPERLY COORDINATED WITH THE
CONSTRUCTION OF RIGID PAVEMENT TO AVOID CONFLICTS.
THE WORK TO BE DONE SHALL INCLUDE THE FURNISHING OF
ALL SUPERVISION, LABOR, MATERIALS, EQUIPMENT AND
INCIDENTAL NECESSARY FOR THE PROPOSED RIGID
PAVEMENT CONSTRUCTION IN ACCORDANCE WITH THE
APPROVED DRAWINGS AND SPECIFlCA llON.
CONCRETE SPILLWAY
(6- - 3000 PSI CONCRETE)
TYPE A
3'
2. CONCRETE STRENGTH REQUIRED:
ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3,000 (PCt) PSI AT 28 DAYS. CONFORMANCE
TO STRENGTH REQUIREMENTS SHALL BE DETERMINED BY
ACI STANDARD 318, LATEST EDITION, SECllONS 4.8.2.3 AND
4.8.3.
~
IL T.s.
em ('E ~D IIIEX IlL 121
"-0"
t
1
STANDARD PRE-PAINTED
DISABLED PARKING SIGN
ON 1/8. THICK SHEET
ALUMINUM
8-
8-
, 'J'''' ')1 I ~. \:~. I
,,~:,:,,~
' ~,. , ,
:::)::'~~ '
BAFFLE
WHITE BORDER
ac SYMBOl
BWE BACKGROUND
co
.
-l
I- 2" I'lln ..
N
~
I
N
..
N
,
...
I
It')
--L
.
13 BOor
Typlco.l
TYPE C
c:
o
'ij
f)
.~
u
~
c:
u
....
....
.t:
.
....
t
a.
.
NOTE:
All pavement marklnga to be thermoplaatic.
8"X2' -8. CONCREI'E MASS.
FINISH TOP OF MASS LEVEL
N' WITH A SLIGHT RAISED WASH
,- APPROXIMAm.V , /2. /IBCNE
~ LEVEL OF TURF/SOD.
PARKING BY
DISABLED
PERMIT
ONLY
TOB EL 6.00
$255 FINE
F.S. 318.14
a.
.
BLACK BORDER
ac LETTERS
WHITE BACKGROUND
co
.
rlWlllCftllllED..
./ _ laX NO. '"
....
~
o
.s:;
....
'i
"0
u
U
~
e
~
f
CllNC. IIMJC
BLACK BORDER
ac LETTERS
WHITE BACKGROUND
~, :~~': ~'''':''~ ~':...~'I" '
... ... CllNC. IIMJC
_ iiiiii"iO. '01
z .....
;-. I-
fl)q
ALl LETTERS
,. SERIES .c.
ILts
2- HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
CONCRETE SPILLWAY
(6- - 3000 PSI CONCRETE)
III 1m ~:1:
-111== "~
-.-..1
~
I
1.
2.
6- - 3000 PSI CONCRETE W/6X6 W/2.1X2.1 WWF.
12- STABILIZED SUBBASE TO MIN LBR OF 40 &
COMPACTED TO 95" MAX DRY DENSITY (ASTM 01557)
TO BE PLACED IN 2-6- LIFTS.
1/4- PREMOLDED EXPANSION JOINT STRIP - -ZIP-STRIP-
o 20'-0- O.C. MAX.
8"
}
[
N
N
o
8
N
a.
.
.. ......
. ....4 . '. '.
3.
r .. 1IWFIC III1E
..... ('nPICW.)
...
o
"0
U
f)
~
u
~
l
>-
o
E
b
.1
.
f)
....
i
u
c
o
U
"0
c:
o
'2'-0" r ~ ~I
,., -d"
ft-o"
!
4
~
...
l
,.;
Cl
I
~
115
.
i
.....
ell
,.
en
~
~
en
~
~
i
lit o.c.
,.
it
CONCRETE PA Ve.ENT DET AL
NTS
ILts
em ('E~." IlL.
ILts
PREPARED FOR.
SHEET DESCRIPTION.
THE ...-nIIIE OIF THE CIUALIJY
CCIIITIlOI. ClFF1CEIl .. TIll INCE
INDlCATEa THAT ALL IlEQUIIlED
PEIlMIT. NAVE KEII OBTAINED
AND THAT CONITIlUCTION II
AUTHOIlIZED TO COMMENCE.
.-0
ROGER LARSON
....
.s:;
a>
.~
!
O.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS. ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-8422 - Fox. (727)724-8606
OC I JD
DRAWN
clo Johns n. Pope, Bokor. Ruppell 8 Burns, P .A.
911 Chestnut Street
Clearwater. Florida 33757
TEL (72 ) 461-1818 FAX (727) 441-8617
GRA YDOLPHIN CONDOMINIUMS
PAVING AND DRAINAGE DET AILS
UL I RK
CHECICED
7
OC
110.
DATE
~
~ 12/16/02.
't
\
"
{'!,~:f;~:'~;'. .~~
i( ,{"i;:':''''-~;
~.}::~:9:'JI::';
E.B. No. 7421
'"
<,." '." L'~'_'"'&'~;, (-I
'I '.ffi~i' III "";' li'i/lliii'ij~JIoi<ll""'---
~
I
I
E
~
N
N
o
fO)
8
N
iii
...
!
'"
~
..:
o
,.!.
iil
..
'i
,....
ca
,.
Ul
~
Ul
~
~
'i
la o.c.
,.
ii
o
Top View
Ford Meter
Approved Backflow *
Prevention Device (Flanged)
Ford Angle
Valve (Flanged)
Nipple
Flow
...
NOTEI
Device NAst be Inst~U.d level.
. APPROVED R.P. DEVICES
Hersey-leeco Model fRP II c Q./
'J~tts Model 909 or 009 d~
Conbr~co 40200 ~(I.)
Meter
(Flanged)
t.
Q./
E:
o Q./
+>-n
Vl(l.)
~
U
. APPROVED DOUBLE-cHECK VALVES
Hersey-Beeco ~ fDC
'J~tts Hodel 709 or 007
Conbrclco 40100
12'
J
TYPICAL SINGLE DEVICE
1 1 /2" and 2" MODELS
NllTESI
1. VATER MAINS TO BE ON NORTH or EAST SIDE Of R.O.V., APPROX. 4 fT. BACK Of CURB
UNLESS OTHERVISE AUTHORIZED BY CITY ENGINEER.
2, SERVICE CONNECTIONS TO BE 2 fT. fROM SIDE LOT LINE ON EITHER SIDE Of LOT (SEE
SHEET NO.3). THESE SERVICES TO BE CONSISTANT VITHIN THE SUBDIVISION. DRIVEVAYS
SHALL NOT BE BUILT OVER METERS,
3. ALL LINES SHALL BE CtLORINATED ~nd PRESSURE TESTED (TEST fOR ONE HOUR I 150 P.S.I.)
UNDER THE DIRECTION Of THE UTILITIES DEPARTMENT, AfTER SUCCESSfUL COMPLETION Of THE
TESTING ~nd CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.
4, TEN fT. SEPARATION REQUIRED BETVEEN PARALLEL VATER" SANITARY SEVER LINES,
5. SADDLE IS REQUIRED fOR ALL SERVICE CONNECTIONS TO 4- PVC MAINS, SADDLE IS
REQUIRED fOR 2- SERVICE CONNECTIONS TO 6- ~nd LARGER PVC MAINS. LARGEST SERVICE
CONNECTION TO A 4- MAIN IS 1 1/2- ~nd LARGEST TO ANY MAIN IS 2-,
6. MINIMUM DISTANCE BETVEEN SERVICE TAPS TO BE NOT LESS THAN 36-.
Threaded Corporation Stop
MUELLER H1S008
or approved equal
(Tap at 45. Angle)
~ Curb Stop
/ MUELLER H143S0 with
~ Lock \\lIng and
~ COMpression inlet or
approved equal
Saddle if Required
See Note 5
\\10. ter Service Tubing
Drlscoplpe 5100 or Endot/Yardley
Blue Jet, SDR 9, 3408 Polyethylene
Saddle shall have double
stainless steel straps
with epoxy coated
ductile Iron body.
\\10. ter Main.
NlS
CITY OF a.EARWATER INDEX NO. 401
THE fOLLOVING JOINTS MUST BE RESTRAINED IN ALL APPLlCA TIONSI
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLUGS
6. LAST TVO(2) JOINTS ON A DEAD END RUN (..In, 36')
7. LAST TVO(2) JOINTS ON A HYDRANT RUNOUT (1'IIn. 36')
I- L -I ~ Thrust Restro.lnt (Typ,)
Restro.lnlng Go.sket <Typ,) J
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE or FITTING (Ft.)
tot. ELIIIN$ (deg.) VALVE
PIPE TEES
SIZE 11.25 22.50 ~ 90
4 3 :5 8 12 9
6 4 6 10 1:5 11
8 4 7 13 ~ 14
10 :5 '!jI 15 25 18
12 6 10 17 i!9 a
16 6 13 26 63 70
NOTEI THRUST RESTRAINT ON SLlPJOINT DUCTILE IRON PIPE
SHALL BE U.S, PIPE F'IELD LOCK GASKETS FOR TYTON JOINT
PIPE or AMERICAN FAST-GRIP GASKETS FOR AMERICAN
f ASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON F'ITTINGS
SHALL BE PROVIDED BY THE USE Of MEGALUG RETAINERS
AND MECHANICAL JOINT F'ITTINGS,
NlS CITY OF a.EARWATER INDEX NO. 40J
DUMIIIED
THE IlINATURE ", THE GlW1TY
~ CIFI'lCEIl It THIS wa:
IIIDlCATE. TIlAT ALL UOUIRED
PlEIIIIT. HAVE NEil OITAlIIED
AIID THAT COIIITIUCTIOII ..
AUTHORIZED TO COIIIIENCE.
2639 McCormick Dr. Clearwater FL. 33759
Tel. (727) 724-8422 - Fox. (727)724-8606
OC I JD
IlltAWIf " ,
Hose
END CONNECTION
TOP CONNECTION
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL PPLlCA TIONSI
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4, CAPS
5, PLUGS
6. LAST TVO(2) JOINTS ON A DEAD END RUN (1'IIn. 36')
7. LAST TWO(2) JOINTS ON A HYDRANT RUNOUT (1'IIn. 3 ')
r-L
-I~
Restrainer <Typ.)
Ebba 1500 Series (Typ.)
E)(JsnNG ROAD BASE
rxsn~ GRADE 7
1
NOTE:
COMPACT IN
12- LAYERS
1. TRENCHES LOCATED UNDER PAVEMENT
SHAll. BE COMPACTED TO 100x OF
MAXIMUN DENSI1Y fIY A.A.S.H.T.O. T -89.
METHOD C.
2. TRENCHES NOT LOCATED UNDER PAVEMENT Z
SHAll. BE COMPACTED TO A FIRMNESS
EQUAL TO 'OiAT Of THE SOIL ADJACENT
TO THE TRENCH.
3. REP~EMENT OF PAVED SURFACES SHALL
BE MADE IN ACCORIWa: TO APPLJCABLE
lOCAL REGULATIONS.
NTS
Stop Less Check
MUELLER H143S0 with Lock Wing o.nd
COMpression Inlet or o.pproved equal
Threaded Corpora tlon Stop
MUELLER H1S008
or o.pproved equo.l
( TAP AT 45. ANGLE
~
cm:e
....
...
....
.-.-
So.ddle required
4- P,V.C. only
\ "'o.ter
Service Tubing
Drlscoplpe 5100 or
Endot/Y o.rdley Blue Jet,
SDR 9J 3408 Polyethylene
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (Ft,)
So.ddle shall ho. ve double
sto.lnless steel stro.ps
with epoxy coo. ted
ductile Iron body.
t04. ELBlNS (ag.) V M... VE
PIPE
SIZE 11.25 22.50 45 90 TEES
4 3 :5 8 12 9
6 4 6 10 1:5 11
8 4 7 13 20 14
10 :5 9 1:5 25 18
12 6 10 17 29 21
NOTEI THRUST RESTR INT AT fITTINGS AND
VAL VES SHALL BE B USE OF EBBA IRON
MEGALUG RESTRAINER . THRUST RESTRAINT
BETWEEN PIPE JOINT SHALL BE BY EBBA
IRON SERIES 1500 R STRAINERS.
NlS CITY OF a.EARWATER NDEX NO. 40J
Connecting Piece w/lntegrally
Co.st Mech. Joint Glo.nd on ~
one End- D.I. Rota to.ble Mech,
Joint Glo.nd on Other End.
· Fire Hydrant AsseMbly
(Typ.)
Length Varies
(See Note 1)
Vo.lve o.nd Hydro.nt Tee
wiD.!. Rotatable Mech. JOlnt~ I
Glo.nd on Plo.ln End Bro.nch. _ '"
.
Mech. Joint
Valve
NOTES.
1. On Hydro.nts Requiring Runout
Lo.st Two J~nts Must Be Restr~ned
Per Deto.ll 403 (2 of 2).
Water Main
NlS
PREPARED FOR.
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS
OGER LARSON
UL I RK
CHECICED '~
OC
E.B. No. 7421
clo Johns n, Pope, Bokor, Ruppell 8 Burns. P .A.
911 Chestnut Street
Clearwater, Florida 33757
TEL (72 ) 461-1818 FAX (727) 441-8617
~
NlS CITY OF a.EARWAlER INDEX NO. 408
lS- Min.
24- Max.
Distance Varies
c::
~
Box
..
\J)
I
..
(\J
o
Top
View
"'0. ter Meter Connection
Ford Angle
Valve (Typ.)
Flow
..
cQ./
--n
d_
~(I.)
t.
Q./
E:
o Q./
+>-n
Vl-
~(I.)
U
12'
J
TYPICAL SINGLE DEVICE
3/4" and 1" MQD.E1S
NDTEI
Device NAst be Inst~lled level.
aTY OF ClEARWATER INDEX NO. 40S
. APPROVED R.P, DEVICES
Hersey-le.co Model FRP II
'J~tts Model 909 or 009
Conbr~co 40200
. APPROVED DOUBLE -cHECK VALVES
Hersey-leeco Model fDC
'J~ tts Model 709 or 007
Conbr~co 40100
Cleo.nout Plug
III
C
d
~
L.
o
c <+-
i: L.
Q.I
.. >
\D 0
,u
<+-
N 0
~
~
a.
Q.I
R
AdJusto.ble ~
Vo.lve Box ~
Concrete Po.d 4'
Thick x 1'-6' Sq.
'When V o.l ve Occurs
In Roo.dwo.y J set Bo.se
on 10-Col'll'lon Brick. ~
6- or 8'- 1/8 Bend
Plug
(See Note)
Mech. Joint Vo.lveJ
"- ""--"'Qter Mo.ln
. Re5tr~lnlnQ Joint
Sewer Mo.ln
NOTE. Cleo.nout plug to be
U.S. Foundry 7621
or equo.l.
NlS
CITY OF ClEARWATER INDEX NO. 402
POLYBUTYLINI:
TUBDlG
3/.-GATB VAtU IN ROADWAY --..........
.
[D
\
MIN. OHl 101NT D.I.
PIPB OR P,V.C. P1PB
1f /UND'I.ANGB.
c
o
.iii
II)
.~
t)
Q.
.- COMC. mIA,
2'-o-zll'-o I'OB.-
2' -a-xlI' -0. roB e.
3' -O-xl.' -0. lOR 8-
ii
...
...
'i:
.
TOP VIEW
~~
3/.- TAPS OM SIDB or O.S.IcY.
GATE VAtVJ:S-BOTB rA.CB
SAKI: DIRBCTIOM
I FURNm8BD BY P~YJLI
4 I- D.C.V.D. ~I ~/ G.8.Y. am: VALVIl (2 _l
I I r J'LAHGBD 10Dft'8
/ ~ ~1;-
...
~
o
.s:
...
'i
"0
t)
U
~
"0
o
~
Q.
~
~
o
"0
t)
I)
~
t)
.0
1)
C
>.
o
E
I'IHISHGlW>7
..' :~ --..:. . . ...:.. ...... :
".CONe. BLAB 'f/8~. NO.l0 1'11I DIll
~- CORPORATIOM r1I
(12"8 1f BOftOII or SLAB) \L..lJ
<&6 DIG. IIICH.IOINT BIBOY, BELL-BElL ~
1J/RBTAIHIR GLAMDS BO'l'B mms. ..
~~~:::X TO HI POURID IN~ -0: o..~o /-
MIN. OMl 101NT D~ P1PB
OR P.V,C. P1PB 1J~GI
;;.r~/.tf.tl~l2::. ' .:. ':;:_~;;,'t~"\';~';
LIYITS or B.r.p.D. .ASSY.~''m'H',: '" 'q ,1'1,'"
Ke-nnedy Guo.rdlo.n No. K -81A
Muller Centurlan No. A-423
U.S. Pipe Metropolitan
NOTES.
1. Steo.Mer Connection to Face Street.
2. All Fire Hydro.nts to have 5 1/4- Vo.lve Seat.
3. Fire Hydro.nts Shall be Placed at Street Corners
or In the R.O,W. Adjacent to Side Lot Lines Whenever
Possible.
NlS CITY OF a.EARWA TER INDEX NO. 402
SHEET DESCRIPTION.
GRAY
DOLPHIN
UTILITY
CONDOMINIUMS
DEI AILS
II)
...
Q.
t)
U
C
o
U
"0
C
o
Joint (Typ.)
.
SIDE VIEW
NOTE:
- DBVICB MUST BE INSTALLID LKVBL
- PAINT WITH TWO COA.TS or mm: PAINT.
- ALL BEL01J GROUlfD D.I. PIPI AMD rmDiGS
SHAU. BB POLYmIYLIMI WRAPPED.
- RIS'I'1Wlf PIR P.C.1J.S.SPBCU'ICATIOMS.
110.
DATE
ItEVIMIIIa
AI'P'D
..,
..
~
I
I
i
N
.
1"1
8
N
iii
-
!
CJt
l
~
...
'i
,..
00
~ IlPlIID
~ PMC
IlIA...
III PMC
~ CHICICID
~ PMC
'i
,.. o.c.
00
,.
)i
I
N
STORMWA TER
TREATMENT AREA
19-DNO
8-L1
29-DNO
o
o
~
~
,/
"
./
........
---
----
............
"-
"
----
----
----
----
<ID
----
----
/
----~
/
/
/
/
/
/
/
-
-
--.... ~
............ -
--....
--....
--....
-............
lit
--
-
--....
"'-
--....Drb .... ~
~""'N - -
80;-, Po,N
(< -4S,oJt "'/Jifj,) ~ ,"(p -':'-,
7..1' C, "'0-40 ~.r J
/P",c, ~
1- Z /p)
17- EG
.......
.......
.......
........
.......
.......
.......
.......
.......
.......
........
-
o
o
8-LEG
6-ZF
6-RI
o
o 0
/ IV If?
)lea
~Sr
-4L.
8
WOOD DOCK AND PILINGS
FOR BOAT SLIPS TO BE
CONSTRUCTED BY OTHERS
THE IIINATURE 011 THE QUMJJY
CGr11lCIL CIfI'ICQt IN 111I II'IIlCE
INIllCATEa THAT ALL IIEQUIIIEO
PEII.IT. HAVE lIEN anAlNIED
AND THAT COIIITIIUCTION ..
AUTHOIlIZEO TO COIIIIENCE.
---,
1=
(III
o
8
o
8
W-4 ItS
f?W-4 y
PREPARED FOR.
ROGER LARSON
---.-v-~,~ ._,......:,;=,"
~
1. THE WORK CONSISTS Of' THE COMPLETE PUNT MATERIAL INSTALLATION AS SHOWN ON THE DRAWINGS AND
AS HEREIN SPECIFIED, THIS WORK SHAll. INCWDE, BUT IS NOT U"ITED TO, THE SUPPLYING Of' ALL PUNT
MATERIAL SPECIFIED, THE FURNISHING Of' LABOR, EQUIPMENT, APPLIANCES AND ALL MATERIALS CAU.ED FOR,
AND IN PEIIf'ORWING ALL OPERATIONS IN CONNECTION WITH THE LANDSCAPE INSTALLATION AS SHOWN ON
THIS PLAN. FURTHER, THE WORK SHALL INCWDE THE WAlNTAlNING Of' ALL PLANTS AND PlANTING AREAS UNTIL
FINAl. ACCEPTANCE BY THE OWNER, AND THE FWIWNG Of' ALL GUARANTEE PROVISIONS AS HEREIN SPECIFIED.
2. THE CONTRACTOR SHALL FUllY ACQUAINT HIWSElF' WITH THE REJ.ATED PAVING, SITE GRADING, WATER SUPPLY,
ELECTRICAl. SUPPlY, AND otHER unuTIES TO PRECLUDE AH't W1SUNDERSTANDING AND TO FAClUTATE A
TROU8I.E FREE INSTALLATION. CALL THE SUNSHINE STATE ONE CALL 1800-432-4770 PRIOR TO AH't
CONSTRUCTION FOR UTILITY COORDINATION.
3. THE CONTRACTOR IS RESPONSIaE FOR REPAIRING AH't DAWAGE5 TO EXISTING FAClJnES THAT MAY OCCUR
AS A RESULT Of' THE WORK DONE BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. THE WORK
PERF'ORWED UNDER THIS CONTRACT WU INTERfACE WITH OTHER WORK BEING PERF'ORWED BY OTHER
CONTRACTORS. IT WIll BE NECESSARY FOT THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTMTIES.
WHERE NECESSARY, WITH OTHER CONTRACTORS AND THEIR SUBCONTRACTORS.
4. ALL MATERWS AND EQUIPMENT SHALL BE INSTAIJ.ED IN A NEAT AND WORIQWWI([ WANNER. THE OWNER
OR HIS REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE REWOVAL AND REPlACEWENT or AH't
nntS WHICH, IN HIS OPINION, DO NOT PRESENT AN ORDERLY AND REASONABLE NEAT OR WORIQWU([
APPEARANCE. PROVIDED SUCH nntS CAN BE PROPERLY INSTAIJ.ED IN SUCH ORDERlY WAY BY THE USUAl.
..ETHODS Of' SUCH WORK,
5. THE CONTIACI'OR SHAU. NOTIFY THE OWNER'S REPRESENTATIVE Of' NfY CONFLICT OR DISCREPANCY IN PLANS
PRIOR TO PERFORMING NfY WORK IN THE AFFECTED AJfA.
6. CONTRACTOR SHAU. CLEAN UP AND REMOVE FROM THE PRDISES ALL SURPWS AND DISCARDED MATERIALS
AND RUBEH FROM HIS CONSTRUCTION.
7. IN THE EVENT or VARIATION BETWEEN THE PlANT UST AND THE ACTUAL NUWBER Of' PLANTS SHOWN ON
THE PLANS. THE PlANS SHALl. CONTIlOL.
8. CONTRACTOR IS TO PREPARE ALL AREAS THAT HAVE BEEN DISTURBED (DUE TO CONSTRUCTION)
TOIlS ORIGINAL STATE.
QfW& lID 8I'N1W1)8
1. ALL PUNT MATERIALS SHAll. BE GRADE FlORIDA NO. 1 OR BETTER AS OUTUNED UNDER GRADES AND
STANDARDS FOR NURSERY PLANTS. PARTS I AND II, STATE PlANT BOARD Of' FLORIDA. SHALL CONFORM
TO ANSI STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1t80~
IUIIIIUI1CNB
1., NO SUBSTITUTIONS SHALL BE WADE WITHOUT WRmEN PERYISSION Of' THE 0WNEtS REPRESENTATIVE.
fLAHI..LIII
PC 1
QV 4
SR 11
!U 11
DNO
RI
PS
Zf
LEG
104
79
8
10
69
.woo SF
Phoenix canarlensis
Quercus v1rglnlana
Syagrus romanzofflana
Lagerstroemla indica
I
CANARY ISLAND DATE PALM
!UVE OAK
QUEEN PALM
Tuscarora Crape Myrtle
FG, 10' CT.
45 GAL, 12'-14' X 5'-6', 4- CAt. MIN., 6' CT.
30 GAL, 10' -14', GREEN TRUNK
30 gal., 8'-10' x 4'-5', 3 stems min., 2- cal.
Nerlum oleander
Raphlolepsls indica
Pennisetum setaceum
Zamia furfuracea
!Urlope muscarl
DWF OLEANDER 'PINK PETITE'
INDIAN HAWTHORN
WHITE FOUNTAIN GRASS
CARDBOARD PALM
EVERGREEN GIANT !URIOPE
3 GAL, 36- HT., 3' O.C.
3 GAL., 20--22-, 2.5' O.C.
3 GAL., 30- X 16-, 3' O.C.
7 GAL., 20- X 30-, 3' O.C.
1 GAL, 12- HT, 2' O.C.
0 10 20 40 /
~ I I /
/
!
I
\
\
ST. AUGUSTINE FLORATAM
ALL PLANTS ALONG WATER ARE TO CLEAR VISIBIUTY TRIANGLES PER CODE.
w.at
1. ALL PWmNG BEDS SHALL BE "ULCHED WITH 38 WEl.Al.EUCA "ULCH.
PI..ANIIG 80L YXnIE
1. PWmNG SOl. FOR THE TREES. SHRUBS. AND GROUND COVER SHALL CONSIST OF 50S NEW TOPSOI., 25X PEAT woss.
WITH 25X or NATIVE sou.. PWS THE APPROPRIATE AMOUNT OF FER11UZER.
ANn-DmCCNfI'
1. THE TRUNK BRANCHES AND LEAVES FOR ALL OAKS AND WYITlES, AND THE FRONDS AND BUDS OF ALL PALYS
SHALL BE SPRAYED WITH AN ANTI-DESICC.OO' JUST PRIOR TO TRANSPORTING TO SITE.
lEi tsCI)E
1. APPlY 8CH1PCO RONSTAR G8 WITH A PROPERLY CAlJ8RATED GRANULAR APPlICATOR THAT WIll APPlY THE
GRANUlES UtIF'OIlWLY AFTER INITW. PlANTINGS HAVE BEEN COWPLmD. APPlY AT A RATE OF 3 1/2 LIS.
PER 1000 s.r. Of' PlANTED AREA SPEClAED. DO NOT APPlY PRE-DDGENT CHaIICAL ON LEAVES.
WA'I'BWG
1. ALL PUNT MATERW.S SHALL BE WATERED BY THE CONTRACTOR THOROUGHLY WHEN PlANTED AND DURING
THE PlANTING 1IWE PERIOD UP TO FINAL ACCEPTANCE BY OWNER.
2IlI .. 1'. 'Ii:
-- ...
IDIJIIM1. ,. CXIIIUID _ 1&
APPIlMII ....
IM:IlFU. W'1IAf tIIIIII/
FEIIIIIII .....
air IIA. __ ...
III.JI-SIIM 1&
FERII..IZBt
TREES = 10-10-10 AT 2L8S/fREE
SHRUBS AND GROUNDCOVERS = 8-8-8 AT 10l8S/1ooo Sf'
SOD = 10-10-10 AT 101.BS/1000 Sf'
IIlIUaE SJ.- 11012
IMIIE IM.Y. _
5 1M .., EIlUALLY
SPGD MlIUIID lIE 1&
r IIUIIIICA IMQI
r-4- EMIH SMICEII
8I'AICIJQ Me CIIVIG
1. ALL TREES SHALL BE STAKED AND GUYED WITH VEI11CAl. 2"X28 PINE STAKES OR 38 DIAWEI'ER
POST AS SHOWN IN DETAILS. NO DEVIATIONS UNL[S$ APPROVED IN WRI11NG.
80DCIG
1. _CIS SOD SHALL BE ST. AUGUSTINE FLORATAW AND SHALL BE WD.1. MATTED WITH GRASS ROOTS.
tHE SOD SHALL BE TAKEN UP IN RECTANGLES PREFERABLY 12-X148, SHALL IE A .......... Of' 28
IN THICKNESS AND SHAI.l. BE LIVE, FRESH AND UNINJURED AT THE T1WE OF PWmNG. rr SHAll.
lIE REASON.'ILE FREE Of' WEEDS AND OTHER GRASS AND SHALL HAVE A SOIL WAT Of' SUFFICIENT THICKNESS '
ADHERING F1RWLY TO THE ROOTS TO WITHSTAND ALL NECESSARY HANDUNG. THE SOD SHALL BE SHADED
AND KEPT WOIST UNTIL IT IS PlANTED. DUWPlNG FROW VEHICLES WIll NOT BE PERWmED. DAWAGED
SOD WIll BE REJECTED. REPlANTING SHALL BE DONE WITHIN 48 HOURS AFTER TIME Of' IWMS11NG OR
SOD SHAI.l. BE KEPT DAWP UNTIL PlANTED.
2. SODDING SCHEDULE:
t. SOFT SPOTS AND INEQUITIES IN GRADE SHALL BE CORRECTED BEFORE BEGINNING SOD WORK.
2. GROUND SHALL BE SUFFICIENTlY WOIST PRIOR TO LAYING Of' SOD.
3. LAY SOD WITHOUT VOIDS, TAWP OR ROlL SOD SHAU. BE THOROUGHLY WATERED. THE SURfACE SHALL
IE TRUE TO FINISHED GRADE UNES, EVEN AND F1RW AT ALL POINTS.
4. PLACE SOD WITH STAGGERED JOINTS CLOSELY BUTTED, TAWPED OR ROUED TO AN EVEN SURfACE TO
THE REQUIRED FINISHED GRADE, AVOID CONTINUOUS SEAW ALONG UNE Of' WATER FLOW IN SWALES.
PLACE SOD IN ROWS AT RIGHT ANGLES TO SLOPE.
5. FERTlUZE.
.8 ISC11CNJ
1. FINAl. INSPECTION WIll NOT TAKE PLACE UNTIL ALL MATERIALS ARE PLANTED/INSTAIJ.ED CORRECTLY. CONTRACTOR
WIll REQUEST A FINAl. INSPECTION BY WRITTEN LETTER TO OWNER.
2. UPON ANAL NOTICE OF ANAL ACCEPTANCE. THE OWNER WIU. ASSUME MAINTENANCE AND THE GUARANTEE/
WARRANTY PERIOD BEGINS.
WNNNIY
1. ALL SHRUBS. GROUND COVER AND SOD SHALL BE GUARANTEED F1lOW NINETY (90) DAYS AFTER ANAl. ACCEPTANCE
BY OWNER. ALL PAlMS AND TREES SHAU. IE GUARANTEED FOR ONE (1) YEAR AFTER ANAL ACCEPTANCE BY OWNER.
IIIIVE 2 x 2 PIE STAICE
OR r IlIA. POST AT
ANIlI.I I: DRAW VEII1CAL
~..o~
I q ~ ~
~~ ~ IF 1
~ ~ ~
~
Sit' IIIMI. ... ..
DIlUU __ 110. '2 IAUK
av. .: - 2 GUY w.s 011
~ .u OF 111: 'IIEE
r n_1CIlLE
FLORIDA DESIGN CONSUL T ANTS, INC.
ENGINEERS, ENVIRONMENTALISTS, SURVEYORS a PLANNERS
5--4- fMIH SAUCEI
SIIIIII WIIEIl
r II1AlDICA IIIU:II
EllISIIIII ...
APPIIMII lIlPSGIL uacnL
W' POT lIISS fEIII.IZEI
IIXI1IE WI1H IiIYClIIIIEE
'IIEE SAVEl.
III
XII OR .. ...
TYPICAL TREE PLANTING DETAIL
N.T.S.
SHEET DESCRIPTION.
c/o John on, Pope, Bokor, Ruppel! a Burns, P .A.
911 Chestnut Street
Clearwater, Florida 33757
TEL (7 7) 461-1818 FAX (727) 441-8617
GRA Y DOLPHIN CONDOMINIUMS
LANDSCAPE PLAN
2639 McCormick Dr. Clearwater FL, 33759
Tel. (727) 724-8422 - Fax. (727)724-8606
E.B. No. 7421
TYPICAL MULTI-STEM TREE PLANTING DETAIL
NoT.s.
r ltELMIIICA
IIUI.CII
""Y CGIINCIED SAUCEI
,. SUFFICIDII' ImIf 11
CIlEAlE A r-4- ... lJI
AIlIUIIt ...
SlID till'
EllISIIIII _
APPIIMII lIlPSGIL IM:IlfIL
W' PEAT IIBI/ttIUII
IIXI1IE.
TYPICAL SHRUB PLANTING DETAIL
N.T.S.
--
j
. . . .. 00
: : ~ ~
000. .... :"
..-.....--
GROUNDCOVEA PLANTING DETAIL
N.T.5.
1 9 12 03 REVISED FLOOR PLAN AND lREE COUNT
NO.
DATE
IlEV*<<*I
.
c:
0
'ij
II)
.~
u
Q,
c
V
+J
+J
'C
.
....
:J
0
.c
+J
'i
'0
u
0
:J
'0
0
~
Q,
~
~
0
'0
V
II)
:J
U
.Q
....
0
c
>.
0
E
II)
+J
Q,
V
0
C
0
0
'0
C
0
I/)
01
c
"i
e
0
t.i
E
iii
.... '
c
.0
....
,;;
II)
'l~'
0
ci
1iii
Iv
0
0
'0
'C
0
i:i:
..,
0
0
N
+J
.c
01
.~
8
0
'r
"j
.Jj
--- l' -f3"L.x4"W. DECOr~A fiVE
ou rLOOKEr~S - fYP.
/-SfANDING SEAM
ME r AL r~OOF
MILL FINISH
fVT -
Hevisions Date By
^ --------- -------- -----
~\ HEV PEH CLlEN r 8-20-01 MPG
II
'_'0
I
Cl
.
(.)
c:::
00
,
-0
E
()
C)
r-
(J) '< (J
c .c ~
<.'" '- 8
c: fl) 0
- co '!}. C) N
~ cu'O i' e ~
> ",. .'" cu 1>
fl. <( (t) (."'J 0_ ~
(t) ~t (J) t)
(!) ,r 't)' 3
'J ~\, -'.....~!J ..c
L (J ~ (1) ()
~'r:: <."J '00' <<(
;> ~~ 1'. ~
C LL r- ~
-~ r': t3
:J L.. r:O ~
cD 0 (]) --" () './)
~ (j) t\1 C)~ cr;
;-J I () ~ ~ CJ ~
CJ ? <( L.. '-
c1) N l\3 I ~\l a
~ (1) 0) ii\ c:
r- ~t y 1>
d () ~t g (]5-
L.. ~: ifi G,)
<( <."J c).
1'. (J)
~
~
~
-~
(]..)
"'--
=-5
';--,)
I
C..)
l.C)
\----'
(J
(D
~.J
__c=.
(J
~
~C
U)
CD
- ~---'
It
tx.)
I
C,)
C..:J
(..)
CJ
U)
U)
""'-C
- C:J
C
CJ
II
'X)
I
a
nEll.
"'--
cD
(...)
c:=
cD
C 2.._
(f)
~-.- ---~2~~~':FLOOD-EL-EVA-n(jN(b-
o (
I
_'0 _ t:- 0 u_______________~__ t;::h-
r /0 PAr~APE r (
[tQ~~jl
1:-]
-~----- -
\2J
ill
--------......--
. SiI '
------------------------
Lj,
Fr<()i'I~r E~LE\jJ\-rl()f\1
I r'"" r-r (~I 0 r~ (---I r-:\/ J\- r I () l\J
-=- c r '.) L t: _~ L r I
-------
SCALE: 1/8" -= l' - 0"
SCALE: 1 /8" ~ l' -0"
NO fES fHIS ELEVA nON Ar~E fYPICAL,
(J)
.2
~J
- _A
Z
--'"
"1;,.-.....
~
()
r)
Z
()
()
Z
~
- r---
~.
C)-",
-~
()
r)
<(
C)
fL
()
_J
I LL
r--"
ZrY
----....-.. -......
() I_U
n ~.
-~~ <(
;/ .~
-~ .?
--'-" ->
~C rY
()~ ~(
__J IU
() -
_J
[) ()
(1)
Z
()
~..
<(
>
IJJ
__J
UJ
CL
()
~-A
rf::
UJ
~-_..
><
LIJ
'-.
/.JI
<(
fY
--.....
(9
fto~J.
[tijc(l1)l
[~f~11
Dra'Nn ~,1P(3
CtlHck SJS
-U"3fVMHV:J l~) :.if) ,uTb~~-
SO"SllNJXi~tli~:!Q~~J2~:JlN~]~Vld
~] !~_. IIj~l € 2, 9~_ Df]
l~ 3TZ\\ [] ~JlJ ~ (0
_...._-......, w _ "",~::.I, ""'..,.. M ~~
Date .JUL Y 1/, 2001
.td
EJ
,'_:.I .
d
ill
, .
Scale AS NO fED
Job No
r~EJ\F{ EL__E\j J\-rl()f\J
r~ I (J ~ 1- r SID EEL.. E \j J\ - r I () i'J
mf~-ffinfD-\YLrn~rm Sheet:
UU AUG 23 2001 ]: -~,I, I~ r) 'I
PLANN I NciX5EVEIo I'MEN r c ,," " /
ClIYOFClEArfNAfER _1-- ~__d J ../
~~""~-~~~
SCALE: 1 /s" = l' -0"
[IT ~U~U ~~
seAL E: l/a" -= l' -a"
SeG tion a. fownship 29 South. r~(jnge15 E<Jst.
City of Cleorwoter, County of PinellCJs. StcJte of FloridCJ
r
1\8f3REVIATIONS LEGEND
AC
Acres
Air Conditioner
Asph'Jlt Orivev1'IJY
Advonce Oroino'je Sy.3telOs
Aspholt
::: Oock of Curb
BI)f)(d of COl.mty CI~t1mlssiwef'3 \fiolJte3 l300k
Bock Flow Preven tlcn Device
Buildin')
Boundory
Bmb Wire fence
Co!culo ted 00 to
Covered Concrete
Coostol Construction Control Line
Certified Corner Hecord
Concrete Dri'wewoy
Curb Inlet
Cent'lr Une
:::' Choin Link Fence
::: Concrete Monwnent
C,)rrU'joted Metol Pipe
CI eon ou t
Concrete
Corner
FN
FND
FN&:O
FFE
FN& rr
fOP
-FPO
FPC
FPP
FHHS
Ff
F/f
fXe
G/A
GE
F olJnd Noil
::;s Found
found Noil IJnd DIsk
Finlsh'3d Floor EleV1Jtion
F olJnd Noil olld fin fob
f olJnd Open End Iron Pipe
Florido Power CI)rporotion Box
Florido Power Corpor'Jtlon
Found Pinched Iron Pipe
Found RoilrolJd Spike
Feet
Fence Tie
Found X-cut
Guy 'Nire Anchor
Grote Elevotion
Grl.lte Inlet
Gos VlJhe
::: Invert Elevotion
1,1'. ert
Corporote CertificcJtion Number
::s Light Pc)le
Licensed Sur'.e)1.)r
Mosl)(lry
Mitered End Section
.::s Monhole
== MelJn Hi'jh 'Hoter
More or Less
North
No Cop
Not Found
North Americon Dotum
North AmericcJn Verticol Dotwn
Notionol Geodetic SlJf'.ey
Notionol Geodetic Verticol DotulO
Norrnol Pool Elevotlon
Non r~odiCJI
O",'eroll
O",erheod V{ire
.::s Officiol r~ecord Book
P~operty Approisers ~.Aop Doto
Plot Oook
Point of Curvoture
prnellos County En'jineerinq Deportrnent
Permonent CI)ntrol Point
, POljes
= Point of Intersection
PID
~
PLS
POB
poe
POL
PHM
PSM
Pf
pve
(H)
RCP
RLS
RNG
H/W
S
SCM
SEC
SHW
SIH
SIH (W)
SMH
SN&:D
SN&O(W)
SQ
SH
S ry
SIN
lI3M
roo
fRAV
( r'rp)
rwp
UIP
VCP
== PermlJnent Identiflc.::ot!l)n Number
Property Une
=: ProfesslonlJI Lond Surveyor
Pc)int of Oe'Jinnin'J
Point of Commenl;eme"t
Point on Un'.)
Peflnonent f~eference Monument
.::S ProfessfonCJI Sur'wej'or ond Mopper
Point of TCJn'jency \ Point
Poly(lnj'f Chloride Pipe
== Reo)rded Doto
Reinforced Concrete Pipe
Re'jistered LlJn'~ Sur'ie)1)(
r~onge
Right of 'l(IJY
SC)lJ lh
Set Concrete Monument. 4"x4", pr~M LO 6-'01
SectIon
SelJsollol Hicjh Woter ElevlJtion
Set 5/aAlron Rod IJnd Cop, FOe U3 6101
Set 5/a"'ron Rod ond Cop. FOe LO 6101 'M 'NESS P f
SCJnitory MIJnhole
Set Noil IJnd Disk, FOe LB 610 I
Set Noil ond Olsl<, FOe LO f3101 'M 'NESS P T
Square
Stot'.) Hood
Stc)r y
Sidewalk
fempor'Jry Benchrnmk
Top of BIJnk
Troverse
rWlcol
Township
Utility Pole
Vitrified CI'JY Pipe
West
With
Wood Fence
WIJter Meter
Wood Utility Pole
WolI He
Woter Vo!ve
Oeljrees
Minu tes (Bec.Jrin'js)
Seconds (OeCJrincJ)
Feet (Dlstollces)
Ale
AD',,",
i\OS
ASPH
B/C
UCCM
BFPD
BLDG
ONOY
OVtF
(C)
G/C
CCCL
ccr~
COW
CJ
~
CLF
CM
eMP
CO
CONC
COH
CPO
CIS
elf
DB
oeVA
DNR
DEPf
DIA
DIP
OMH
E
ECMP
EL
EOW
E/P
ERCP
ESMT
(F)
FCM
FDOf
FH
FIR
\.". ii' (,~.. ..
/'
sur~VE,(OR'S f~EPORr
MAP OF BOUND,\HY AND rc)POGr~;\PHIC SlJf~"EY:
APP AHEN f PHYSICAL USE:
THE ~AJ> AND HEPOR r AHE NO T FULL AND CO.tJLE TE W I THOU r THE 0 THER .
THE SUB.JEC T PRCPEr~ TY IS VACAN r .
LEGAL DESCHIP rION:
(SEE DATA SOURCES 2)
EASEMEN rS/Rleur -OF ~ 'NA Y:
GI
GV
IE
INV
U3
LP
LS
MAS
MES
MH
MHW
MOL
N
N/G
NIF
NA.D
NAVO
NGS
NGYO
NP
(NH)
O/A
OHW
OH
(PA)
PO
PC
PCED
PCP
PG(S)
PI
I. THE RIGHT-OF-','iAY FOH DOLPHIN POINT IS ACCOHDING ro THE PLAT OF UNI r 5A ISLAND EsrATES
OF CLEARWATER. (SEE OAf A SOURCES 1)
Lots 10 I]n,j II, UNI r 5-A, ISLAND EsrATES OF CLEARWATER, ,]ccordin'J to the plat th~reo',
r Q cor d Q.j i n J> I a t Boo k 60. P ,] 'l a ( s) 5 I. J> IJ b I i c R e cor d so, J> j n a I I,] s CO IJ n t 1, F 10 rid,] .
THE FOLLO\V I NG AHE PEr~ SCHEDULE B- I I OF THE TITLE Cf.:.r.M I TMEN T HEFEr~ENCED IN DA rA SOURCES 2:
ACClJf~ACY:
2. C,)ven']nts. con1jitions, roJstricti')ns ,]n,j easements as roJcordelj in O.I~. Book 1910, p']'J!)
2/3 , t 0'1 e the r '* i t h , IJ C had ,j I t ion s I] n .j (une n .jll~e n t s as fr '.)10 t i ll~e tot i lI~e 100 y be 1O.].j e, 0 n d I] n y
possible Ch'H']eS ']nd/or IHseBlf,ents. Publ ic I~ecords 0' Pinellos COIJl'dy, Flor j,j,l, blJt
d a let in,] ,] n 1 c 0 V Q n ant, con rj i t ion 0 r res t r i c t ion i n.j i c ,] tin '1 ,] P r Q , e r Q nee, I i In ita t ion ,) r
Ij i s c r it n i n'J t ion b ,] sad 0 n r,] C lJ. C 0 10 r, r a Iii] ion, sex, h ,] n ,jj c ,] p. , ':l1f'l I I I 'J 1st ,] t IJ S, 0 r n.] t ion,] I
origin to the extant such covenants. conditions or restrict ions vlolata ~2USC J604(C).
ISHOWN AS (D) ON THE MAP OF SURVEY]
I . THE ACCURACY Sf ANDARD USED FOI~ THE Hor~ I tON TAL CON TROL FOR TH I S SURVEY, AS CLASS I F I EO
IN THE MINIMUM TECHNICAL STANDAHDS (6IGI1-6 FAC). IS .Cor.'MEHCIAYHIGH I~ISK". THE MINIMUM
RELArlVE DISrANCE ACCURACY FOR THIS TYPE OF SUrWE'( IS I FOOT IN 10,GOO FEEr. THE ACcurMCY
OB r A I NED BY MEASURE'.~N rAND CALCULA T ION OF A CLOSED GE0ME TR I C F I GUHE ',vAS I FOO r IN /351,41 J
FEE T. '
2. THE FIELD ~..EASUHED VEr~ f I CAL CON THOL FCI~ ELEVA r ION I NFOHP,AA T ION SHOWN UPON THE SUIWEY
~/AJ> I S BASED ON A LEVEL LOOJ> US I NG 0 I FFEREN T I AL LEVEL I NG TECHN I OUES . CLOSURE ACH I EVED 'liAS
0.022 FEET Er~ROR IN A 0.366 MILE LOOP LENGTH 'MilCH EXCEEDS THE MINI~JJM ACCUI~ACY
REQIJ I HE~N T CALCULA TED A r A MAX I ~".)M M t SCLOSUHE OF 0.030 FEE T .
Condo Plot Book
Concrete Slob
Curb fie
Deed Book
Double Check VlJlve Assembly
Oeportrnent of Noturol r~esolJrces
Deportment
OilJllleter
Ductil'3 Iron Pipe
DrlJin'J'je Monhole
East
Ellipticol CO((IjCJoted Metol Pipe
ElevcJtion
Ed'Je of W'Jter
== Edcje of Pavement
Ellipticol Reinforced Concrete Pipe
Easement
Fi~d DIJto
Found Concrete Monurnent
Florido D'ep'Jrtment of fronsportation
Fire H)1j(lJnt
Found Iron Rod lJnd Cop
3. SIJbject t.) ,]1\ Inatters 'JS sho~n 'Jnd set 'orth I]t the pl'lt ,), UNI T 5A, ISLAND ESrATES OF
CLEAR',YATEI~, 'JS recorded in PI.]I Book 60, PIJ9a(S) 51, of the Puol ic Records of J>il)ellos
COIJnty, Florld.J. ISHO\~N AS (J>) ON THE f~'P OF SlJf~VE'f)
.3. ALL CONTHOL ~.1EASUREJ.'ENTS WEHE WOE WI TH A mANS I T AND STEEL fAPE. OH DEVICES V'II TH
Ef~1J I VALEN T OR Ii I GHEr~ DEGREES OF ACCURAC'(.
4. S IJ b j e c t tot her ~ s i ,j U 'J I r 0 y 1]1 t Y r i 'J h t so, Co IJ S t 1]1 Pet r 0 I e urn C I.)HlP'] ny, 0 r its 'H s I ,] n s
r ;) s IJ I tin 'J fr om tJ n y I] '] r -)elf,a n t .~ i t h the T r IJS tee so, the I n tar 0.]1 I.fop r 0 veil.;) n t Fun,j 0' t h a
St.] t eo' F lor I d.] ; IJ Iso S IJ b j act to,) ii, '] I) s ,] n d In i 11 e r .]1 Ie,] s as' r om t h l) T r IJ s t l),e so, t h a
Intern.]1 11IiprOV\1lnent Fund 0' the St,]te of Flor jdo, to Co.JSt.]I Petroleum COlflP']OY. recorde.j
in D;)o3,j Book 11134, Pal]a ,3')9 .]nd ']01 mo.jj' le,]t ions,)( I]ddj t ions to ,]ny 0' such lellSes
per t 0 i n i 0 '1 too ii, ,] IJ s , suI P her, .] n .j I] I I m i n e r .] Is, 0 nor IJ n cj e r s a i Ij I I] n .j S, "1/ i t h the
IJ n .j e r s t ,] n din 'J t h 'J t the r am') v.] I 0' samail i I I be .j,) n e on I y by ma ,] n sot her t h.] n an tar i n ,] IJ P 0 n
or 'JSin'] the sur',]ce 0' s.]id I,]n.h, (A REVIEW OF THIS OOCI",Pr'ENr RE'./EALED NO PLOTABLE
EASE~/ENTS]
OAf A SOUHCES:
I . THE BAS I S OF BEAf~ I NGS FOR TH I S SI;IWEY I S THE SOUTH LINE OF LOTS G THROUGH I I, UN IT 5A
ISLAND ESrATES OF CLEAH"VATEI~, (SEE DArA SOIJl~CES 4), BEING N61032'50.'.V, AS SHOWN ON THE MAP
OF SURVE'(.
2. TH IS SUHVEY WAS PI~EPAr~ED WI TIi THE BENEF I T OF A TITLE CUM I H.'EN T PREP^,~ED I3Y F I HS r
s\Pr'ERICAN TI TLE INSURANCE CU.1' ANY , CU.MI HJlENr NI",M8Er~ FA-CC-C'.V/JH. FILE NL>MBER 118')12-4-01,
CU..MI TMHH DATE MAY /3. 2001 AT 5:00pm, THE LEGAL DESCr~IPTION SHOWN HEREON IS AS I T APPEAI~S
I N SA lOT I T L E Cu..'M 1 H.1E NT.
W
CEl~ rlFIED ro:
WI
'NIF
',\M
W\JP
W/f
WV
IWGEr~ LAHSON
.JOHNSON, 3LAKEL'(, POPE, BOKOR, HUPPEL AND BIJHNS. P. A.
F II~S T M~R I CAN r I TLE INSURANCE CO.'PANY
.3. ELEVATIONS ARE BASED UPON A CI TY OF CLEAR'rVATER OENCH MARK DESIGNATED "DE-.3 5", A FOUND
CONCRE TE MONtJ/iEN T '.Y I fH BRASS 0 I SK, ELEVA T ION 2",446 FEE T .
PREP Af~ED f'()f~:
1. THIS SIJHVEY ',VAS PREPARED WITH THE BENEFt T OF UNI r 5A ISLAND ESrATES OF CLEAR'rVATEH, AS
HECORDED IN PLA T BOCK 60, PAGE 51 I sHowrl AS (P) ON ~,AAP OF SUHVEY], OF HiE PUBL I C r~ECOHDS
OF PINELLAS COUNTY, FLORIDA,
ROGER LARSON
xx'
xx'
xx"
X)('
SU'~"EYOR AND M,\PPER IN RESPONSIOLE CHAnCE:
5. TIi I S SUI~VEY ',VAS PREPAI~ED 'tV I TH THE OENEF I T OF THE FOLLOW I NG CONDCM t N I urw1 PLA T BOOKS: ('J)
DOLPHIN POINT, A COND0MINIUM, AS RECORDED IN CONDOMINIUM PLAT BOOK ,36, J>AGE '6 [SHOVm AS
(PI) ON MAP OF SUHVEY]; (b) DOLPHIN COVE, A CONDOMINIIJM, AS HECORDED IN CONDOMINIUM PLAf
OooK 20. PAGE 55 I SHOWN AS (P2) ON MAP OF SUHVEY]; (c) DOLPH I N APAlHP/EN TS ASSOC I A T ION OF
CLEAH'tVA TEr~ I NC .. A CONDOM I N I UM, AS HECORDED IN CONDUw11 N IIJM PLA r BOOK 2, PAGE ')6; (d) ISLE
OF CLEAHWA TER, A CONDCM I N I UM, AS r~ECOROED IN COND0w11 N II..IM PLA r OOOK 52, PAGE r14; (e) ISLAND
P.X)<)R I NGS CONOUw11 N I I.JM, AS HECOHDED I N CONDOM I N I UM PLA r BOOK J'), PAGE 100; ALL OF THE PUOL I C
RECOHDS OF PINELLAS COUNTY, FLORIDA.
TERRY 0, FERGUSON
PRCFESSIONftL SURVEYOR ANI) MAPPER
LICENSE NI.J.'(3Er~ PSM '1535
STATE OF FLORIDA
UMI fA nONS:
I. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPAHED FOR/CERTIFIED TO. WILL OE THE
RE-I)SEHS SOLE RISK "VITHOI)T LIABILITY ro THE SurWEYOR.
2. THERE ~AY BE ADDI rlONAL EASBENTS AND/OR RESTRICTIONS AFFECTING THE SUB.JECT PHOPEfHIES
THA T ~/AY BE FOUND I N THE PUBL I C RECOHDS OF TH IS COUN TY .
.3. THE LOCA r IONS OF THE UNDERGROUND I) T I LIT I ES Arm/OR THE I R APPUR TENANCES "l'€.HE PEHFOf',NED
I3Y A FIELD SIJr~VE'( AND ONLY LOCA TED AS SHOWN ON THE MAP OF SURVEY. ONLY THE UNDERGROUND
I) T I LIT I ES AriD/OR THE I R APPUH TENANCES 'Mi I CIi "'tERE V I S 10LE Fr~CM GROIJND LEVEL TO THE SUHVEYOR
ON THE AC TIJAL DAY OF THE FIELD SURVEY 'I'tERE LOCA TED AND ~,.4APPED. NO EXCAVA T 1 ONS Ol~
SUBSIJHF ACE \VORK EFFOR rs OF ANY K I NO 'NEr~E PERFOR~ED I3Y THE SIJHVEYOR TO VER I FY THE EX I S TENCE
OF ANY UNDERGROUND IJ r I LIT I ES AND/or~ THE I r~ APPUR TENANCES. THE SURVEYOR ~~AKES NO GIJARANTEE
THA T THE UNDERGROUND IJ T I LIT I ES AND/OR THE I R APPUIHENANCES SHO\',N cOPlPr~ I SE ALL SIJCH
UflLITIES IN THE AHEA, EITHER IN SErWICE Ol~ AOANDONED.
LINET'(PE LEGEND
Boundory Une
Center Une
- EIJ~ernent Une
Ed'je of Woter
,Jurisdidil)l1lJI Une
SY~Af3()LS LE(~END
.~
~
CPS
'1. PIHNTED DI~r'ENSIONS SHO'\'1N ON THE SUHVEY SUPERSEDE SCALED DIP/ENSIONS, THERE PlAY BE ITEMS
DRAWN 01) T OF SCALE ro GRAPH I CALL Y SHOW THE I r~ LOCA r I ON.
Metol Post
Monitoring Well
Porkin,] Meter
r~ecloirned Woter Point Stripe
r~ecllJi,ned \Voter Bo)(
Recloirned WlJter Vol'we
Sonit'Jry Sewer Monhole
SCJnitlJry C/eonout
SM~PS -;;: Sc,mitor)' Sewer PIJlnt Stripe
~ = Section Corner
jX ~ SiolT1ese COf1nectiQn
cD
(~
0>(
~VP2=
ffilj
~
(5)
o
Aeriol rlJrqet
5. UNOEHGI~OUND FOUNDA T IONS AND THE I r~ LOCA T IONS HAVE NO r BEEN DE TERM I NED.
Hi'jht-Of-Woy Une
Seotion Une
Bench Mork
6. IHHIGATION EOI)IP~tENT AND/cr~ THEm APPURTENANCES HAVE NOT BEEN LOCATEO UNLESS OTHERWISE
SHOWN ON P~AP OF SURVEY,
Coble rv Point Stripe
CIJble TV OI)X
Communicotions Monhole
KID
@
. Concrete UCJht Pole
. ::: Conc;rete Post
c....., Concrete Utility Pole
DrcJil1lJIJe Monhole
Electric Bc)x
Electrio Monhole
~(;ps:::: FPC Point Stripe
FPC Pedestol
Fire Hydr'Jnt
Flu') Pole
GC1S Une Morker
GCJS Filler CIJp
^
^
^
Top U'Jnk or f,)p of Berm
foe of Slope or G(lJde BrecJk
g
'Vi
.112
E
~
a.
c
(1)
oJ
oJ
'C
~
,. NON-EXO TIC TREES 4 I NOlES AND LAHGER 0 I N.1E TER AT CHES r HE I GH T WEI~E LOCA TED,
8. THE SUBJEC T prWPEr~ TY LIES ',V I TH I N FLOOD lONE AE, OASE FLOOD ELEVA T ION :: 12, ACCORD I NG ro
THE FLOOD INSIJI~ANCE RATE MAP, Cr.:~MjNITY-PANEL NI.J~'I8Er~: 1250')6 r)(,';o1 D, MAP HEVISED: AUGUST
19. 1991. THE FLOOD INSURANCE RArE MAP lONE STATED IS APPROXIMATE. AN ACCUHATE lONE
DE TEHM I NA T ION SHOULD OE MADE BY THE PHEP A1~ER OF THE MAP, THE FEDERAL H'EI~GENC,( MANAGEMEN T
AGENC'(, OR THE LOCAL GOVEHr/..'EN TAL AGENCY HAV I NG ,JIJH I SO I C T I eN OVE:~ SUCH ~M T TERS PI~ lOR fO
AN'( JIJDOvEN TS BE I NG MADE FRCM THE lONE AS S T A TED, THE ABOVE REFERENCED FEDERAL EP.1Er~GENC'(
MANAGEf.1EN T AGENCY MAJ> S TATES I N THE NO TES TO THE USEr~ THA T TIi I S PIAJ> I S FOR INSURANCE
PUHPOSES ONLY.
(J>>
m
(0
,
Oc)GlJ~tEN.r LEGENll
(J>) s PB 60. PG 51 (SEE DATA SOURCES (1)
(P I ) CPB .36, PG 16 (SEE DA r A SOljRCES 5)
(P2) 2 CPB 20, PG 5~ (SEE OAf A SOURCES 5)
(D) OR 19 '0. PG 20 (SEE EASE.ME:rHs/r~ I GIH -OF -WAY 2)
SiCjn
Sprinkler Conlrol Bl)x
Sprinkler HelJd
Storrn Woter Point Stripe
~ froffic Siljnol 80x
- ':s- ==
oJ
:J
I)
_C
f.J
'j
~=
~l ==
.9.-
M ==
~ =
p~==
.~).
~]
9. NO I NFOHf,AA r I ON For~ THE AD,JACEN T PROPEr~ TY O\~NERS "VAS SUPPL I EO TO THE SURVEYOR.
S H-APS ==
~
c.>
-:.J
g!
L-
a.
tU
L-
10. SHO','f'N AN'(NHERE ON TH I S SURVEY, THE "VORD · CEr~ T I FY. IS UNDERS TQOD TO OE AN EXpr~ESS ION
OF A PHOFESS IONAL OP I N I ON BASED UPON THE SUr~VE'(OH 'S BES T KNOWLEDGE, I NFOHP"A T' ON AND
BEL I EF, AND THA T I r THUS CONS r I TU TES NE I THER A GVAr~AN TEE NOR A WARRAN ry ,
fMJ
till
froffic Signol Pole
Woter Une PC1int Stripe
Woter Meter
I
Water Volve '11
WOI)d Utility:".,.' ole
Wood Li'Jh t P Ie
'Hood PO'lt
,
"Tr~EE . LEGEND.
@ == AlJslrolion Pine free
S == BononcJ free
e = Boy free
~~ == BoHle Brush free
@ ::: Broliltpn Pepper
',~5
Gos Vol'.e
G03 Meter Box
Gos Une PIJint
Grote Inlet
G 'E Monhole
G 'E PedesteJl
G 'E Morker
Guy 'Mre
U'Jht Pole
MIJil Bl)x
I I. CALCULA fED (C) GEU'f: rrn SHO\IfN ON THE ~,AAJ> OF SURVE'( WAS CALCULA TEl) US I NG FIELD LOCA TED
PO I N rs. i\
OOUNOAI~,( INCONSIS rENCIES:
@ == Hick,)ry free
f..9 = Holly free
@ == ,JlJcorondlJ free
@ == L')qu rfr~a~fi,jMH\/:n~Y::l(YX..l'~) ~ '" tl
~):;s MIJcJIl .~r~\~ ~~~~~l.jC)l:l^:l(J ~?~~m~, III ,
i: ::~::'. If\!...~. ',II)"Il"l,',.~, ~ll,:W ;jlo','.~'" ~... . .
@ ~ MJ<Ue r\L} .:ll11 U ~- ~ ~.
~,..._.............
@~ ':: Ook rr.~e
f~ == porro free
~
lW
~
l-
I)
Stripe .
ClPS
'.J
b
\I')
:.J
~
D
WJ
@
J~
fiD ==
-)
,r'";
00
C(.L
I~
I. AN'( ANGUlAR AND/OR 0 I MENS IONAL 0 t SC:~EJ>ANC I ES BE T'NEEN THE LEGAL DEScr~ I J> T ION (S) AND THE
FIELD LOCA TED OCCI.JPA T ION BOUNDArn CORNEHS, AND BOUNDARY COI~NERS \V I TH P"JL r I PLE BOIjNDAl~Y
MONUPr1t:N TS ALONG 'tV I TH THE I r~ COHHESPOND I NG QUADRAN r 0 I r~EC T IONAL MISSES, AHE SHOWN ON ~AP OF
SUHVEY.
f)
....
o
c
>-
I.J
E
I~~
'i)'
'f.. == Point of ElevlJtion
25.2' = Co!cullJted ~imension from Structure
--====- to Uoundory I r~i'Jht-of- Woy Une
@==
Oush
@ == CI]ctu3
@> :::: Comphor f(ee
2. THE OVERALL DIMENSION FOR THE SOUTH LINE OF LOTS G THHOUGH I I. UNI r 5A ISLAND ESTATES
OF CLEARWA TER, (SEE DA T A SOIJHCES '1) IS CALCULA TED fO OEjj'1. 54 FEE r. THE FIELD MEASURED
01 P...1:NS I ON WAS FOUND ro OE :3j4. 10 FEE T. THE RESUL T I NG O. I G FOO T DEF I C I ENet 'liAS prWPOR T IONED
A T I. OOOtl.,821 FEE r PEH FOO T ro PERFOl\M THE MA THEMA r I CAL CALCULA T I ONS NECESSAI~Y fO
DETEHMINE THE DIMENSIONS OF THE PLATTED LOTS AND SUB.JECT BOUNDARY,
\I')
f.J
(~
(1)
c.>
c
I)
I.)
@) "" Cedl)r Tree
(C~ == Citrus Tree
@ == Cherry LlJurel Tree
~~ == Chino Berry free
@ = C)1)res3 free
@ :::: Deod free
I,)
C
I.J
@ ~ Pine free ~
~~ == Punk free -~=r!(~.'IfO-W-l]~'-~-'~
i : ~::::~' , Oe r~~~~~~;~~;'~~)~]~ ~
(.9 == '.'{iIlI)'N Tre. PLANNING & OEVEtC)P1XarrSV(~ S
(;.1 rY OF CLE,."B'~JArEn _,~_~ .~
c
I)
o
c:
."
i
;::;
~
~
@=
Eor Tree
E
D.
~
.'i
If)
@ == E'oercJreen fiee
@ == EucQ.1Wtu3 Tree
g
C'4
~~i.S4~0'\#Ji.l:iJ~")<4tI~'~"
-~
-,<~?~;~.>
.$ f f?Z~~ ',~,:~ "'1011 '
..,,~-J,' h"-<!' !I'.
, . ~Ji ~'~.-'"",,
-J"~?' '~"-,~~~.."" '_
~ ".' ,\\,'U"""1111 \ .,/'3::~~ ;'~"
.' . "\~,,,,"'''H','''' 'If ':1'1-:-"((' ~~
"'t'....,, ..'. ~'\ ,.1 ,~'(r"rD~1~ '/~'"'1p.~1t,.,,'~'.~
,jtj9 N'..~&R, ~ )/~~~~vt'~ MAe~~f.r~~f<."1ft~:,,::~I~.~~&~W6~m-
99/-1 "'.j ~ ~~'"t1ALiJ}.,'~'tJ,~Ol..I)fH~~-i'<<A.ryll~~t!'..~'fV Tl~,,9. . MtSfO
PROJf:Cr OAf-'. aA~E, , ;~\j-,i~~~tALt'!! ~ .'-~\~f~11" ~~~~ ~l~: ;~~~;
99/-1....j -.//~\' l~ r'l'- V " 13~ '1'1. ~~ ",'1..'
fnoeo.)K ~!.lef.il , ? A~-- {! ",': i !..t~,i ' ~ II 0.., ~ff,~~; ':!'~" ~ -' 'i.:-i.~
'119 / 14--20 ~~, .:!'ttfl :'-'~S}"f{ J"~l.. i : -. ",7
~ Of ~~l fU!) W(;fiJ(. \~; 1 ~~(~ . '1~~ ~~~~ ~~ ,. fj~' ~
__ 5/29/2001 ' t ~~~~1s-.. a't < F~.ii ~ - .'~$ :::i_,J\,x,.t~J - '-, ,
SOLE. , , err~~ ;;Zt'~;;.L~J .v~.f~~~~O MA~~,~)~, .\. "'~J
NCNE ':" \. ~cett .~QJr ~fl'&~..!~~O;}J?;ii ;-,~.~.~~':-:v~ ,/{,., I)'
\. '1'...... ',,;5 l~H1L Yi~) ~~IDA - -/*-."'- \ ..
. ICeI" It A -Ii' ~ ~'.3 -
-- <~I~~L''''I-,- :l!f-:\~. '""-~""~---
- \ ,/ f:'t*.~"..~ t'..n'\~Il~;) > : -
"~i~,J'" '~?)1!f'J\.'\-<" "'-
""'--'-"""'-',."..,'~1'" ."""","
~''''d' -'y'. ,
".,.' ~, /i
f")' ~,}
.;)
N
^
..)
~
I
C
I.JI
'~
U
o
IJ '
I)
'C
C)
~
tJ'l eRA It'"
:.
~ t .
SUBJE C f:
SHEE T DESCHIP fION.
~lj{E r iNCE;(,
Fl,.OF~l A DES/GI'J C()f\'SUL Lrj\I'J~rS, IN(JJ
ENGINEEnS, ENVIJ~ONMENT ALISTS, SUnVEYOnS 8 PLANNEHS
,. SUr~VEYOR'S REPCR r
2. MAP Of' SUJ~VEY
---,-----~
I
~
1'l
.t
i'
.....
..}a
./
I")
t
I
r--.
::1
,/
lji
_ LC:L-
(liEO[O .
L () -rs 10 A~JD II
lJNrr 5t\ ISLA~JD ES -fA 'rES
(~F (~LEAf~~1 A 'TEf~
II
BOUNDARY
"~rOPOGRAPHIC
t\ (\1 D
SlJf~VEY
8
~l!f.lr~_ ~
2639 Me.Cormick Dr. ClelJrNlJler FL, .3.3/5')
r~l. (l21) 72{1-0r122 - Fo)(, (721) 124-8606
CertifiGota of Authorizotion: LO f3107
S to ta 0 f Florid(J
_LCS, .......
OO)UH (Cl'HROLj \
;. ,
-~_..~--~
~
..c
1.Jl
';;'
__2 __ 3,
~)
AOOlnONS OJ~ DELE nONS TO SlJr~VEY MAPS
or~ f~E.POfl rs BY OIHE.Jl TIfAN lliE SICNING
PNHY OR PAH IlES ~S PHOHIOIJEO.
OOft.U ry
CONJRt)l
_____'=.-c-:~._....L.
~"'JI:."._'"~-....~.."'.. - ..,
NO.
DArE
RE .~ I Sl'jtf S
ilY
,.~.....,..~..l/ili.i.'.;_.".,1>..." -,-._"'-'- ,
~~;.:J;4'Willk'&1*i..t.~..."-~.~"'--" ---"".....,.'''~->-~
~-',
....
, <<:
c
0;1
i
z
J
E
..t
I()
:;
~)
8
N
..Ji
('~
>.
':)
~
I
..,. CR,\Mi
~
':)
d
I
>=
V1
I')
r
~
'.1J
~
I"}
.
.-
"
.J)
~
'j)
LCS
tH((.HO
LCS
'JlJ,lll r.t tOri' i\OL
_ _L~.,?" '.
HAOIUS LENG IH OEAHING DEL f;\
CU r~ 'IE
C1 (C) 50.00' J2.18' N85'5t.3'56"W F ..36'52'12"
C2~ 50.00' ..313.19' 582"..52'10"E F 4..50'~5' 44"
C..3 P 110,00' 6.00' S66'..52'(),)"E F 2'01 '22"
('>1 P 50.00' 26.16' N1.39'25' 42"W(F) 2g'5a'10"
C5 P 50.00' 6.01' N10'5g'..36"W F 6'5..5' J2"
r
,~. i..... ~. ..
FLORIDA DESIGN CONSUL '~ANTS, INC.
ENGINEEHS, EN'IIrH)NMENT ALISTS, SUH'IEYOns a PLANNEn;.)
26.39 Mc.Cormick Dr. Cleor .voter FL. .3Y159 ..
reI. (l2l) '12t1-8422 - F'JX, (-'2-" 124-8606
CertificrJta of Authorizotion: LB 6701
stote of Florida
\.
~
._~
/'
"
/"
""
/
/
/
>.:),1:)
(
"
rCM
""
~
6' f)IA WjNAlL !~
/
/
/
"-
~,
'>-
"-
\
.' "
o. <)' cooc (;tJRS.-/
DO{p ~
'fIIN "- "-
60' ,001",
(<;1,~p,( rW(,o) I(P'PJ
.,J € 0.10
/I>'t
/,0)
~ '
~
~
.. ~()
"-
..........
x
~ol:)
)(
'''''1 PUI U P"I ~ ....1
UVl. n. 't \J . .
"A " " ~ . n '" , I ~ III I"
r' ,JV..UVlvl t't Vlvl
GPa 36, PG ,'6
2-S ry MAS OLOG /I 205
",
_,'f il.' 1:'
" .'- ~
CV'f>;'::'
(:)" tV ~
:y J]' O.
~ "V
.....
~1:
'-.--.....,
..........
..........
6~0
0. OO'l ' .00, ('
,,0) ~,p)'
~~ .......... "-
)(
Cf()f.. . y'"
-~.~ ".. ;)
:,:~ l EjP O.O''N
tk~
. '0
J~W
LOr 11 sUIl.;€cr PR~ERrY
AREA=s 16,10010 F r Of~ 0.J10 AC, MOL
VAc1
-h0~)f !
,to) ()
/-1 "..... ,'>-~
f'I,cv )(
15' f~
8 1~'
la'
0;;;-
~/ '~
/4.1 ,~
'~) /4J
.~ ()
o~ ".....
('\, .CV
f'I I',
<'~
Q.~ ;l.,' 4eg~
I~' ,
'- 1-11' ;!
14,/ I !:I
. ~ ..t!}
""'I fj
I~V ;..) j"
I', fV. ., W)
<' ..~( f.}>
~. '>-:'
'" )(
~.
x
/
~.~/
x
/
f4.,'
~'-~
y..~
"'0
(~. <?
":;~ ,)/
..... .....
0)
x
(,
r.?('~1?( /),..
.f~~~
x _ (' j '~~~:t~ rG.~~
0" .V\ . U' ( c.~
'}:.)') .~ , ,," S'I OJ ' .....(DJ--..
"I~.c. . 5 . . (('''" @
FND NA.ll "t . '1. 0('1' ~,f:') ~ .("~A 1'"
\.1)' i~ ~Ck J (1)) (~"
ON Nl Or- , 15". f~
FN , \)'1. ('~I>. r) .,'" . 16 ' 1'.
),. 9'V
LO r 10
,"-i'
'-
eJ
I!
~'t
~7
;
/ ,,!>
x
Lor a
Lor 9
;4.,'
(.J'
~.;-~
t ~l.
"I- /-.1
,#) ()
(), ".....
o~ 1'1 .('\{
xtl~
~) <'
-, 0~
,,~ Q.'
'/- Q..'
..... ,'-
(). 0
'I: ()
..... ()'
,'/-
.....
1.2~' ~.u,'().LL CAP( rtP)
':.f. E DET ".Il
2-$ TY MAS BLOG /I 22..5
<0' /){
--""":"'?c{, ~ ,<::~
--........ f .~~ ~ .l1J.~ f'Jr
. ~.I
8 ~ C.(A
1 ~. --.--.:.!D)
~J
4..~
(J" -~
,'- ~
, -, /-,/
f)) (')
,() .....
:?? ^'
0" YI IV
01 01
~ ~{
f" A(~ ~.uI,("LL CAP( 1lP) -
SfE DE TAil
l
jl
FA(~ Of" ~.u NAlL(r(P)
~.f.E DE TNl
.
'd
SEAW;\LL
DETAIL
NO r CO $C~'U:
!JACK Of
~, .'(ALL OP,
LV-IO ~DE n=:~
~11ll1l1lmf :... . '. ~
- .: O.~' 'liA IERNAY(P)
FN&D IlLEClOlE
FA(~ Cf
~A .'(ALL C}P
f" A(~ l~
SEA W).lL
SUBJEC r I
SHEE r DESCRIP flON,
L () 'rs Ie) AND II
lJNrr 5A ISLt\ND ES'rA~rES
OF (:LEAf~'N A 'rEf~
BOUNDAf~Y
~r ()P()GRAP~'IIC
AND
~3lJRVEY
NO.
aATE
REYISJOIl'
',..........~,.-.,.~.,
..........
"-
~
'~6~
~ /'3
. <:50"€"
(;.(,0,0
, <-f:')
..........
..........
~
"-
S.xS. 'H/NAll
~"-
'~6 ~'3 ..........
. <:')o~..
.9,'5, <II]' (I->, /)< I
(,0<) /
.",,,\. Plfl~ t "~A' IS;-
UVl. r .t vV'h....
A "Of\'nl"l11~.tl'v'~'
n 'J I tU\JI'f t 1 Iw1
"PO' ")',' p" 55
'J L. v, \,..
SlltE r ,NOf.X,
Section 8, Township 29 Sou th, f~(Jn(~e 15 East, ,
City of Cleorvioter, County of Pinellos, ~:)tote of FlOrida
f\J
o
20
10
10
,
..........
~
-i
IBM 2
N f~IM E.l::s1A.5'
IE 5E==O,1..5', a"vcp
IE NW==O...36', a"vcp
o
FN&O ILLECIOLE
'~' :/:, li",;';:::;;~~?i!~k~}:-~' ~~. ~ ,
- j, e l"rYJf ... - i'
000 "'..... . ,>.."VJl~r~ (~A~~t\~~~Eg,2~?~;t~~ti~~~ti ~};;rg r -
99/-143 ~ -w '~'~~Ydi~~ <~~~!tfJf't.;i(~~ ~~~r'qt):~ . ,~~.~ c_',
?RO,;fCr OATA l3AS(. ./pYA, /,,:"",/ ;~'; .- GO 11"" .* 6'". ~~ ~.,~~, .~' ('/"_'_
99-'-14J ' k : ~t1jr.r ~ -- ~.- ,-,,'" r I *. V'" ';;. A .. ,;!'I." 1
.?~A:;pl" '~ .... 0. ~ , '-', " (' * lJ't ~. 'd ," ,'.
~C( ;,o~.,~!.- '" ~l" ',,-' .~. "i'''' ....~ "'~ .;f /.(",
f'Ell> ao.)/( :'^'!.t8f.~ & P. .io "ihi.,;u ~'~ 1li-f.';,.J:J.~;~, ",.:~~;~ft ~ ..~,,~< ;(-';:>.'~.. ;'
-"9 / 14-20"" .il-F C') 1It,kr::, "c1:'ofj"""."'.Zftl'tfr ~ "" _ ".
usr DAlE ci 0P.K.iMl ;i~< , --rq"': ~i.l14~-!~~i:- .,<' ..,;.~. l' ~(,~
-- 5/29/2001 < '#,\)' ;.~~ ," ~~J~1"f~fi~"~J?:.{~~n( bi'~~ >>>'".~~._
AOOlrtONS OR OELEnONS TO SUr~VEY MAPS SCALE. , (t?/;;:.:,o>'~ ~f5~~mAt 1l.)R~ii'~ ~~~_ ~/::;}":;.._'~: t'4/
Of~ r~EPOHrS BY On~E.R rHAN 'HE SIGNING 1" ~ 20' -'"'"('r'~~'-;~ ~'ll;!;tjlq~J~lf,it~oa.\<i~~~'"~3r,;:,,-> rJ
PAlm OR PAI~nES IS P ROIiI 1311 EO. .';>;:~:,.,:..",:::...;ri&~'s~~ =___".,~~,,__
,,'/ ":~~~':'!.i """'" f t~" \ \\\\'
'-,_ C;{''')'''~~>~).: '
1. SWlVE'tOR'S HE.POH r
2. MAP Of' SUr~VEY
sv
OOMJrv
tONJROl
"
2
2
5
'J)
\I)
.~
q)
0-
C
q)
....
.....
'C
3
JJ
J
o
.c
...
'j
fJ
q)
fJ
J
g
l..
a.
q)
l.-
I.-
o
'.J
q)
\I)
J
q)
j)
~J
o
r;
:x
fJ
E
..,.
....
g.
f.J
C
f)
fJ
'.J
C
f.J
\I)
foP
C
'j
fJ
\..
'.1
.;
E
J'
....
C
f.J
....
:3
f.t)
C
f)
<.)
C
1.Jt
'J)
U
0
1.1
(.)
'C
0
G:
C)
0
0
N
....
.c.
foP
.~
a.
0
0
~~
t