FLD2003-09047A (2)
FLD2003-0904 7 A
GTE CREDIT
~ UNION
1750 N Belcher Road
ALL UTILIlY POLE RELOCATIONS SHALL BE COORDINATED WITH
THE OWNERS OF THE FACILITIES. THE POLE RELOCATIONS
SHALL ACCOMODATE THE PROPOSED SIDEWALK AND DRIVE
APRON INSTALLATION WITHIN THE RIGHT -OF-WAYS OF THE
ADJACENT STREETS.
SECTION
1 ,
TOWNSHIP 29
SOUTH,
RANGE
15
EAST
SECTION A-A
(LOOKING NORTH)
NOT TO SCALE
60'
I
.
.
FINISHED GRADE
PROPOSED RETAINING WALL
PROPOSED
611 VERTICAL CURB
PROPOSED
PAVEMENT
0.1. No. 5
GRATE EL. = 49.54
INV. N. = 45.96
INV. E. = 45,96
INV. NE, = 45.96
(OUTFALL FOR
TRENCH DRAIN)
SAW-CUT & MATCH
EXISTING CURB
0.1. No. 4
GRATE EL. = 49.54
INV. W. = 47.04
1. --=--.::...~,' fl- - - = -=-- -02--= ::;t ,
- '-. -B F P - -;i-l- - F
'-. ... I- , .
.../...--------\-~--=1-~ ------ --==--==--=--:::::..- ,..
/ ~ .= - ----We---
~ - - - -51- cr - - - - ,
~----------~--- --- --
- - - - - -+_ _ _-.:::!:-- -------___ L____
, -- ----
CIl
~. CALUMSTREET
I (60-;-RIGHT....OF....WAY)
I \
-=::- --=-=--=- -~-
-Ge---- -;;\-
0.1. No. 3
GRATE EL. = 49.54
INV. E. - 46.71
SAW-CUT & REMOVE INV. S. = 46.71
EXISTING DRIVEWAY
DOUBLE -CHECK1- no
VALVE _ -+ _ _
-------- __..c:::...
__'!l'--
THE EXACT LOCATION OF EXISTING GAS
FACILITIES IN THIS AREA SHALL BE
ASCERTAINED BY THE CONTRACTOR PRIOR TO
COMMENCING CONSTRUCTION.
N
PROPOSED 5'
CONCRETE
SIDEWALK
_ ~EXISTING D.B.D.I.
I ~~ I I GRATE EL. = 49.11
PROPOSED 4' CONCRETE \ lD I ~ / ~~O~T iNv:\4~0 = 47.75
SIDEWALK ~I )1 I
------ CIl I I
- - - - .. - -( ~'/:>t;:J // EXISTING J.B. I
SAW-CUT&:-REMOVE:!. - <'/~ ~. ~ :: 4'2.5"4'1 I , '30'
ISTING DRIVEWAY - 50 __~.-!-'" INV. w. = 44.54 10 .25
- EXISTING CB I ~
~ TOP EL. = 49.95 I SCALE IN FEET
l - NOTE:
-::=- i I PROVIDE A RAMP FOR THE
?.t. EXIST1NGCB I PHYSICALLY HANDICAPPED
TOP EL. = 49. 7 ACCORDING TO FOOT
INV. N. = 44.9 I INDEX No. 304
I I
I
CIl
!fl
in
..
I
I :
nt
II I
~ I I
I I
II :
I I
EXISTING D.B.D.I.
I I I IGRATE EL. = 49.91
I INV. S. .. 47.45
~ ITHROAT INV. N. = 48.15
I I :
lD
a I I :
u III Ii I
8 1\ \ I
'-I!. \.!
PROPOSED 5' CONCRETE
_ \ ~ a. d I SIDEWALKWlTHIN. PROPOSED
lx?~ SIDEWALK EASEMENT
~II 11j~' ~~
bng I II
/'1 I; ~ I! I ~\
II ,.,9 I 1\'"
en Il ~ 1-1\ .~,'". ."~,,,....,. II 1\ fh
rr '0 ,',. I I
I~: I ~ ~ II III
.. II u I . I' I I,
~iI:ll: ~!! , I! : 1
.~, ,EXISTING. 6' HIGH \ I I
13CJj.':] CH~IN~NKI FENCE: I I II
('1' ()IV I It I I I
~ II I
~,~~. ~ I I II
f.." I 111/
r
EXISTING 4' WIDE
CONC. WALK
.
.
\--
S.89021'49"E.
208.00'
\
\
\
0.1. No. 6
GRATE EL. = 49.54
INV. S. = 46.54
SAW-CUT & MATCH
EXISTING WALK
STORM OVER
SAN IT ARY
.
.
STORM INV. = 46,30
SAN. INV. = 45.25
CL. = O,2':t:
NEW WALK
FLUSH w /EP
Ib
.....
~
x
--
--
.
.
--~
....~
~
x
x
(Q
.....
~
x
SCALE: 111 = 50'
~
SUB DRAINS ARE SHOWN OFFSET FROM CENTERLINE
FOR CLARllY.
~x
.....
~
SUBORAIN LOCATION PLAN
NOTE:
ALL WORK IN THE RIGHT-OF-WAY MUST MEET
CllY OF CLEARWATER STANDARDS.
CLEAR ZONE NOTES:
1. THERE SHALL BE A 6' MINIMUM DRIVEWAY SHOULDER/CLEAR ZONE
FROM EDGE OF PAVEMENT WITH A MAXIMUM SLOPE OF 3/4" PER FOOT.
NO PERMANENT OBSTACLES ARE ALLOWED WITHIN THIS AREA.
2. THERE SHALL BE A 2' MINIMUM SIDEWALK SHOULDER/CLEAR ZONE
FROM THE EDGE OF SIDEWALK WITH A MAXIMUM SLOPE OF 3/411 PER
FOOT. NO PERMANENT OBSTACLES ARE ALLOWED WITHIN THIS AREA.
SAW-CUT & REMOVE
EXISTING DRIVEWAY
SAW-CUT & MATCH
EXISTING PAVEMENT
GENERAL NOTES:
1. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V. DATUM. CONTOUR
INTERVAL = ONE-HALF FOOT.
EXISTING ONE
STORY
MASONRY
BUILDING
SITE PLAN APPROVED ..,
CASE:# rl.,..~~o3.0'o<tf7"'J
CASE TYPE -
STORM INV. = 45,16 DRC DATE
SAN. INV. = 44.16 COB DATE S'
CL. = 0.1':t: SIGNATURE
25 LF -14" x23" H.E.R.C.P. DATE ~
o 0.28% GR CONNECT TO EXISTING DROP
INLET 0 INV. = 45.11.
MODIFY INLET AS REQUIRED
IN ACCORDANCE WITH
STANDARD F.D.O.T. INDICES.
GROUT AND SEAL TO
PREVENT INFILTRATION
STORM OVER
SAN IT ARY
PROPOSED RETAINING WALL
SEE DETAIL SHEET No. 8
2. ALL DIMENSIONS SHOWN ARE APPROXIMATE. SUBJECT TO FIELD SURVEY.
3. ALL EXISTING UTlLllY LOCATIONS ARE APPROXIMATE. TAKEN FROM ATLAS
SHEETS IIAS-BUILTtI PLANS AND FIELD INFORMATION. THE CONTRACTOR
SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
II ·
/ t ·
I '-. (I
I I
I I / \
~ I M
F-Lr=J
I~ 7' ~I
,J \1".,.
~ ~~ '0
!zi go
~ 0 10' WIDE NON-EXCLUSIVE I~ ~ bg /
~ ~ DRAINAGE EASEMENT EXISTING 6' HIGH I" C! ,. /
~- O.R. BOOK 8188. PAGE 825~-vr-CHAIN LINK ~ENCE ~y~
_ _ _ _ --2.89'21' 49" E. _.........r 200M -.,,- - -/ \. /
[ ~-- -----~-
I.......... x -Y
~ - - - - - - - ,,_- X ~ - ---^....... - -^--- ~ v=--.
N.89021'49I1W. ,/,/ 200.00'
4. ALL EXISTING UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR
TO CONSTRUCTION.
5. THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTI LIlY COMPANIES.
BOTH PUBLIC AND PRIVATE. 48 HOURS PRIOR TO COMMENCING
CONSTRUCTION SO THEY MAY STAKE THE EXACT LOCATION OF ANY AND
ALL FACILITIES THEY MAY HAVE AFFECTING CONSTRUCTION.
EXISTING 0.1.
GRATE EL. = 47.49
INV. N. = 44.99
INV. E. = 44.06
THROAT INV. S. = 46.41
PROP. INV. W. = 45.11
6. THIS SITE LIES WITHIN THE CllY OF CLEARWATER SANITARY SEWER
SERVICE AREA.
7. THIS SITE LIES WITHIN THE CllY OF CLEARWATER WATER SERVICE
AREA.
-$- TEMPORARY BENCH MARK # 1
EL. = 51.24
TOP OF CONCRETE MONUMENT
#1762 LOCATED AT THE NORTHWEST
PROPERlY CORNER
-$- I~~P~~RY BENCH MARK #2
NAIL IN POWER POLE LOCATED AT
THE NORTHEAST PROPERlY CORNER
--~
/
/"
I
/
/
PROPOSED<RETAININ CURB
SEEDETAILSHE No.8
EXISTING MH
RIM EL. = 49.19
INV. S. = 41.45
INV. N. = 41.53
INV. W. = 43.48
6' DRNEWAY SHOULDER/
CLEAR ZONE
SAW-CUT & REMOVE
EXISTING DRIVEWAY
26LF~1a"R.C.p.
(0 O.28%GR
~
EXISTING 12" CllY OF CLEARWATER WATER
MAIN TO BE LOWERED AS REQUIRED TO
PROVIDE 18" VERTICAL CLEARANCE
OR\G\NAL
8. ALL STRIPING. PAVEMENT MARKINGS. SIGNAGE AND TRAFFIC CONTROL
DEVICES SHALL CONFORM TO F.D.O.T. STANDARD INDICES - LATEST
EDITION AND FAC. 14-11 O.
1011
o
--...
MAR 3 1 2005
PlANNING DEPARTMENT
crrv OF CLEARWATER
9. A PINELlAS COUNlY RIGHT-OF-WAY PERMIT/UTILITIES LICENSE IS
REQUIRED FOR ALL WORK WITHIN PINELlAS COUNlY RIGHT-OF-WAY.
10. ALL HANDICAP SPACES MUST BE CONSTRUCTED IN ACCORDANCE WITH
THE II AMERICANS WITH DISABILITIES ACT." THE CllY OF CLEARWATER
REQUIREMENTS AND THE FLORIDA ACCESSIBILllY CODE FOR BUILDING
CONSTRUCTION.
RECEIVED
PROPOSED
DUMPSTER
ENCLOSURE
/
N.89021' 49"W. / J ., .
A "- r; - - - 'OJ.No. 1- - "'12"We
I "'--- .r ~~.E:.;:-s.t~.05 -
11. AT ALL INTERSECTIONS OF SIDEWALKS AND PAVED AREAS A RAMP SHALL
BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. INDEX No, 304 AND
THE FLORIDA ACCESSIBILllY CODE FOR BUILDING CONSTRUCTION.
7>'01.1 OR
7>'0.1
1.
Right-of-Way or Property Une
Spot Elevation
--
~
B.F.P.
CB
CL or <t
CO
CONC.
D.B.D.1.
DIA.
0.1.
EL.
EP
F.H.
GA
GV
INV.
J.B.
LTP
O.F.S.
MH
MP
PP
PSB
PSP
TB
UG
WM
- BACK FLOW PREVENTER
= CATCH BASIN
= CENTERLINE
= CLEANOUT
= CONCRETE
= DITCH BOTTOM DROP INLET
= DIAMETER
= DROP INLET
= ELEVATION
= EDGE OF PAVEMENT
= FIRE HYDRANT
= GUY ANCHOR
= GATE VALVE
= INVERT
= JUNCTION BOX
= LIGHT POLE
= OVERFLOW STRUCTURE
= MANHOLE
= METER POLE
= POWER POLE
= PHONE SERVICE BOX
= PHONE SER~CE PEDESTAL
= TOP OF BANK
= UNDERGROUND
= WATER METER
TREE LEGEND
MitERED
END SECTION
INV. ==46.18
PROPOSED
OVERFLOW
STRUCTURE
GRATE EL.=48.12
INV. E,=45,18
13
12
11
10
9
8
7
6
5
4
3
2
1
No.
PER CllY OF CLEARWATER REQUIREMENTS
PER CIlY OF CLEARWATER REQUIREMENTS
CHANGED BUILDING LAYOUT PER ARCHITECTURAL PLANS
PER CITY OF CLEARWATER REQUEST
ADJUSTED GRADES PER CONTRACTOR REQUEST
PER CONTRACTOR REQUEST
PER CIlY OF CLEARWATER REQUEST
PER CIlY OF CLEARWATER REQUEST
PER OWNER'S REQUIREMENTS
PER CITY OF CLEARWATER REQUEST
PER CIlY OF CLEARWATER REQUEST
PER S.W.F.W.M.D. REQUEST
PER S.W.F.W.M.D. AND PINELLAS COUNlY REQUEST
REVISIONS
CKL ..
RLG ..
CMM ..
RRD ..
WTS ..
RRD ..
RRD ..
WTS ..
RRD ..
RRD ..
WTS ..
WTS ..
RRD
DRN. CKD.APP
--
EP /'
1
I
0.1. No.7
GRATEEL.=49.25
INV. S.= 46.25
EXISTING ONE
STORY
MASONRY
BUILDING
--,
I
~
SIDEWALK SOUTH OF DRIVEWAY ALONG BELCHER ROAD IS INTENTIONALLY
OMITTED IN ACCORDANCE WITH THE AGREEMENT OF PINELlAS COUNTY AS
PART OF THE UTILITIES LICENSE PERMIT APPLICATION.
--
--"")
ABBREVIATION LEGEND
GENERAL LEGEND
CC'
LIGHT POLE
CLEANOUT
PHONE SERVICE
PEDESTAL
GUY ANCHOR
POWER POLE
WATER METER
GATE VALVE
METER POLE
SIGN
EXISTING
OVERHEAD LINE
SHEET No
DESCRIPTION
CLEARWATER
PREPARED FOR:
MR. MARK KLEIN
MANAGING PARTNER
BELCAL PROPERTIES. LLC.
2040 N.E. COACHMAN ROAD
CLEARWATER, FLORIDA 33765
Phone: (727) 441-1951
QEM PARTN~RSHIP
BELCHER ROAD AND CALUMET STREET
\,' \ "',I '.
PAVING AND DRAlNAGE"PlAN';:;':,:,:"
~ ,-, . .'.~ ~ J .. 'I'...
PINELlAS COUNlY '.... ,~\~, S . "'. :1,\) >
OCT. 9. 2002 A,P~J~OVED.!JY: LJ ... (,.-~
,- ...;:.- .....-'1.,.,
T.G. Radcliffe ~~>:,:,~~, ,.' ~ lJ.. - '. (:;~ ::. "
\ ::><, '"' < 0 0:::.'.,,::
" .~ , ~ ...... 1i .
"'.. O.~L., ::
\, .;;:. . ~ '-
FLORIDA
EXISTING
DENOTES
PROPOSED
_24---'25- -
,.- - ".,.- ~
Contour
SYMBOL DESCRIPTION
o OAK
b. PINE
o PALM
o CITRUS
. CHINESE TALLOW
o CYPRESS
@ SWEET GUM
t EUCALYPTUS
CEDAR
<C> BOTTLE-BRUSH
o OTHER AS NOTED
SIZES AS SHOWN
NOTE: ONLY TREES 4" D.B.H. OR LARGER
HAVE BEEN LOCATED AND SHOWN.
SYMBOL LEGEND
Sub-Drain
cuRE!
---' II D~
J.B. C~.B. 0.1.
LA1ERAl
J liS
M~H. WYE C.O,
W ~~
.H. .v.
4 FM .
- - ..-S/D- - -
-g-
o
o
THE LOCATION OF THE UTI LIlY LINES SHOWN HEREON IS
APPROXIMATE. THIS DRAWING WAS PREPARED USING UTI LIlY
ATLAS MAPS AND LIMITED INFORMATION. NO EXCAVATION WAS
DONE TO VERIFY EXACT LOCATION OR SIZE OF LINES.
DEMQblTION NOTE:
ALL EXISTING SITE IMPROVEMENTS IN CONFLICT WITH THE
PROPOSED IMPROVEMENTS SHOWN HEREON SHALL BE
REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR
OBTAINING ALL REQUIRED DEMOLITION PERMITS AND FOR
COMPLIANCE WITH ALL PERMIT CONDITIONS.
INDEX OF DRAWINGS
DATE:
DES.:
DRN.: WTS. DNC
CKD.: ..
SCALE: 1" = 30'
ASPHALT
-.Y- ~De- .:;E}-:;,?~I.
J.B. C.B. 0.1. J LA1ERAl
- -0- ~Se- - -~.::;r
M.H.~ WYE C.O.
- - - ~.H. We- ~.v.-
-----<IFMe----
- - - - --::IS/De - - - -
Pavement
Force Main
t:1
aD
X
...
~
~
THIS DETENTION AREA IS DESIGNED TO MEET STATE AND
LOCAL WATER QUALllY STANDARDS AND ATTENUATION
REQUIREMENTS. FOLLOWING RAIN THIS AREA WILL HOLD WATER
FOR A PERIOD OF TIME. FOLLOWING HEAVY RAINS AND
DURING PERIODS OF FREQUENT RAIN THIS AREA MAY HOLD
WATER FOR LONG PERIODS OF TIME. MAINTENANCE IS THE
CONTINUING FUNCTION OF THE PROPERlY OWNER
1. ----------- COVER SHEET
2. ----------- LAYOUT PLAN, TREE SURVEY
AND EROSION CONTROL PLAN
3. ----------- PAVING AND DRAINAGE PLAN
4. ----------- WATER AND SANITARY SEWER PLAN
5. ----------- MAINTENANCE OF TRAFFIC AND
DRIVEWAY CONNECTION DETAILS
6. ----------- DETENTION AREA PLAN AND DETAILS
7.-----------LANDSCAPE PLAN
8. ----------- PAVING AND DRAINAGE DETAILS
9. ----------- WATER AND SANITARY SEWER DETAILS
10. ----------- SITE CONSTRUCTION SPECIFICATIONS
11. ----------- LANDSCAPE PRESERVATION PLAN
JOB No. 23362
Storm Drainage
Water Meter
THIS SITE LIES WITHIN A F.E.MA FLOOD ZONE X (AREAS
DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN),
ACCORDING TO FLOOD INSURANCE RATE MAP COMMUNIlY-PANEL
NUMBER 125096 0010 D. INDEX DATED AUGUST 18. 1992.
LLOVERAS
BAUR & STEVENS
Sanitary Gravity Main
Water Main
ENGINEERS - SURVEYORS
Phone: (727) 784-3965 ILB 0000208
29228 U.S. HIGHWAY 19 N.
PLANNERS
Fax: (727) 784-8153
CLEARWATER. FLORIDA 33761
OF
1 1
CONSTRUCTION PLANS
JOB No.
23362
{
3
3
3
... \ /;'
~~
'I '
/"
---:: ~
\"'
DETENTION
+,~k)_
....
I j ~ / \"
J/?-
~ 1r~
1~1 ~
I 012n
~ un
k I 13~4" )
I KJ/
o .1-
~ I ~)
l...-'I I 31"
Ii \J+- OJ)
~< , 4 l/
~ 0,
0) 31" I .-../
~ tit.
_/ I '
o -< 14
\ I
I
~
~
8
@)-~
x
18"
o
)
--@
3241
o
\
.if---
", "",\ ~
- , ,
" 22 \
, ,
I I
I ,
I
';" \
D
~ ".
........-....
,
,
,
~
6
9
17" PALM
10
BUILDING I
~0
~
6
"X'--"
, I
I I
I '
, '
......... ....'
@'
"....----..........
,
,
,
,
,
,
,
,
,
I
\
\
,
,
,
,
,
,
.....-...
, ,
" X\
, I
,
I '
.. 13' "
, '
.........
1
11
I
,
,
,
~44"
12
I
I
,
,
,
,
~0
b
~
\
I~
I
I
1
I
I
I
I
I
I
I
I
I
I
,
,
,
,
,
"
,
,
,
,
~
\
........------'
! '0 13 @'
_// !L0 V \ ~
o G IV
6" ~
~~~, ._=-:=\~ ====_. @ · = \,30'0 }J_, M
4" ~ l Jt,.:.j. 47' 36)( =, \. =7-:
~
--"
1
LANDSCAPE PLAN
SCALE: 1" =20 ' -0"
EXISTING TREES
TO REMAIN TYPICAL
3
3
3
V
//
\ ~38'
cK
3
~\ I ~
7 ""f '""'-\17"""-
\. .I ~
'/1\'
~
(.}
/1
N.01'10'15"E.
,\ /;' ;~g: gg: ~~J .... \ / ~ <9
~~ (4) ~~ J
~ --- b 7 c! - ~ y.----O---
@
,\
....
.....
......~
K
7
5
3 ,,'---
,
,
,
,
,
,
,
,
,
,
,
I
I
\
,
,
,
,
,
"
.....--
", 2
,
,
,
,
,
I
I
I
,
I
t
,
,
,
,
,
,
,
"
-,'
6
4
,
,
,
,
""----"''''''....
, ,
, ,
,
,
\
I
,
I
,
I
,
I
,
" ~",,'
~~'
,
,
,
,
I
<!r:-'
8 I
I
I
,
,
~
,
I
I
26"
X
BUILDING II
30")
@-
.. ---........
,
,
,
,
,
27" ..
I
8:
,
@-
,
~
:0
-
I
6
@--c
--@
7 ' ,,-~-,
" ",' ,...........,---......
'. --' /? 6 ~:.. l
\ ~ ~ I'
'- \ " 1
..,..---..., ,
,," "" ...... , ,
, '... ',,' ,,'
... .. .. .. ..."'...... .. .. .. .. .."
24" \
: V :
, ^ ,
\ I ..----......
'-, " ,'/"
EXISTING TREES -,--, "
TO BE REMOVED :
TYPICAL ,
I
I
,
I
I
,
,
,
"''''
,...---..-'
7;
C\I
6
65"
10"
6
]
6
6
1
,-,
, ,
(XI)
".... ..;
(
0'
,
"
,
,
I
,
I
\
I
: 6
,
I
,
,
,
,
,
"
036"
f
II
I \
. \
I
I
,
,
,
,
,
,
,
,
,
,
,
"
1
"
.....-----
1
.....--... ...
ro
30"
)(
I
I
I
I
I
I
c \ !
""l
- I
~+
DRIVEWAY
1
1
2
2
2
2
s
.
~
.
0)
...
.
~
Z
v
36U
X-
I
J
~i
~
I
I,
)
/1
I
I
I
I
I
- I
..........1
_"\r'\1
024"
~ 019. 1I
^-~
)
/
...-
\
~
-
-~
,
-
v
I
50"
o
T
o
27.
30"
o
'}
/
I
NO. SYM.
PLANTING LEGEND
CD
@
@
o 0
@c=>
@-
0_
@-
@
COMMON NAME
LIVE OAK
SABAL PALM
SLASH PINE
DOUBLE YELLOW
HIBISCUS
SWEET VIBURNUM
LILY TURF
DWARF SHORE
JUNIPER
CREEPING FIG
SOD
C
<C
o
a:
a:
t-t
<C
LJJ
...J
...J
LJJ
CD
BOTANICAL NAME
QUERCUS VIRGINIANA
SABAL PALMETTO
PINUS ELLIOTTII
HIBISCUS ROSASINENSIS
VIBURNUM
ODORATISSIMUM
LIROPE MUSCARA
JUNIFERUS CONFERTA
FICUS PUMILA
FLORA TAM
INSTALLED
S E
4" CALIPER
10' HT, 4' SPR
10' CLEAR TRUNK
10 GAL.
3 GAL.
10 GAL. 5' HT.
3' SPREAD
1 I,AL.
6" POTS
-
~.i;
8
~~~
. ~:~
E-~
~e3
U
",c:
....
c:
c .
CIlCll
c:....
GlU
s::.Gl
... Q.....
o Gl"r4
O....s::.
Nen~
@ .c(
g'c:
"r4 Gl
'0::1
'001
Glto
Sill
.c
....
e l5
C ,r4
U ....
CIl III
.... to
U ....C\I
Gl CIlC\l
.... ....0)
.r4 01 C\I
s::. Glo
U 0:0
fa ~o
01 Illc(
.S l5 c(
'0 "u; ..
'0 CIl
Gl Gl
3C ....
3C c
3C to
3C Q.
"[>
\D
38. ~ \ d )
o .~)( 1~
~ (~........
--F@--. 16" 0) ~ \... \
-/ I\.. [_ 7oo} I
1 <!) i ~.,.. II\. ~ 15"22n
(^~~"' \ ./ V
I 0 ~ <..::::j 1 ~- /
"<~ -
(] r ..
....... _._;.~ -'" '. ~
( 0 ""
y] -~ ~I
6 ~. [~~,~:~
I _",~
..~. @~
...
o
"
en (Y') )(
Gl (Y') III
::I ~~....
5i~~101O
> 'lit ClIO ~
c( ,-IN
Gl::l~'lit
.........cC\lI
CIl.r4 CIl (I) 'lit
to::lt.IOl
.r4 en Gl" (I)
~ ....C\l1
Gl""
o Q. N
o "
(Y')
....
en
m
UJ
~Cl
O<c
::Co
Zo:
X
00:
t-H
m<C
~UJ
<c..J
0-'
UJ
0: CD
Hru
<Cm
UJ~
-'ru
-'
lLI
CD
<C
C
t-t
a:
o
...J
LL
-
a:
UJ
I-
<C
~
a:
<C
LJJ
...J
tJ
MAINTENANCE NOTE
ALL COMMON AREAS ARE TO BE REGULARLY MAINTAINED PER
CONDOMINIUM DEEDS AND CONVENANTS.
PLANTING NOTES
1. ALL PLANT MATERIALS TO BE FLORIDA '1, OR BETTER,
QUALITY, INSTALLED ACCORDING TO HIGHEST NURSERY
STANDARDS.
2. MULCH IS TO BE 100~ SHREDDED, GRADE A CYPRESS.
MULCH TO BE INSTALLED A MINIMUM OF 3" THICK, 24"
RADIUS AROUND TRUNK ALL TREES (NEW AND EXISTING), AND
A MINIMUM OF 2. THICK IN ALL OTHER PLANTING AREAS.
3. ALL DIMENSIONS ARE TO BE FIELD-CHECKED BY THE
LANDSCAPE CONTRACTOR PRIOR TO CONSTRUCTION, WITH ANY
DISCREPANCIES REPORTED IMMEDIATELY TO THE LANDSCAPE
ARCHITECT.
4. CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL
EXISTING UTILITIES AND UNDERGROUND CONDITIONS PRIOT
TO HIS COMMENCEMENT OF THE IRRIGATION WORK.
5. ALL BUILDING MATERIALS AND LABOR TO CONFORM TO THE
SOUTHERN BUILDING CODE AND ALL LOCAL CODES THAT HAVE
JURISDICTION.
6. SOD TO BE AS SPECIFIED, INSTALLED WITH TIGHT JOINTS,
ROLLED AND FERTILIZED.
7. PLANT ALL CANOPY TREES A MINIMUM OF 5'-0" FROM
PAVEMENT EDGES, INTERMEDIATE TREES A MINIMUM OF
3'-6", UNDERSTORY TREES A MINIMUM OF 1'-6".
8. PROVIDE CONCRETE CURBS TO PROTECT ALL LANDSCAPE
AREAS.
9. ALL LANDSCAPE AREAS TO BE FILLED WITH MINIMUM 18" OF
CLEAN TOP SOIL. EXISTING TOP SOIL SHALL BE
STOCKPILED ON SITE FOR USE IN THESE AREAS.
10. PRUNE OR PRESERVE ROOTS, BRANCHES AND CROWNS OF
EXISTING TREES IN ACCORDANCE WITH CLEARWATER
LANDSCAPE ORDINANACE.
MATU E
SPREAD
50'
SPACING
AS SHOWN
REMARKS __.",..,"_
10' BUFFER 2
FROM DETENTION .,-- ------ ------- ----......
POND TOP ~/ j ~........ 0
OF BANK~ /1/ "~r::1 "~r::1 C~'d 2 I 6
~//~~. V; ~ G/,71 ~ ~~............ 2 ~ 1 I-
I ~d1l~ "dTI ~ TI 0. ~ "---;:::~-~'\'i=---~-=" 1 ~
~;:1 ~ ~ ~ I, I 32" '\
I ~ S--@ DETENTION \) .., OTJ~ 0 'J "'O\J I 10
I ~ 2 I I 9 ~
~~~- -@ _ _@- i ==~= L_______
Ul V V v V
N . 01 · 06 '51 "E . 350 . 00' (D) 350 . 0 1 ' (M)
AS SHOWN
30' AS SHOWN
6' AS SHOWN
4' O.C.
2' O.C.
18. O.C.
PIN TO WALL OR PROVIDE TRELLIS
~
o
'-
'l3"
'-
1.O
o
O'l
o
o
o
OJ
+J (I)
ro c
Cl 0
.....
OJ (I)
:J .....
(I) >
(I) OJ
H a:
c..
OJ
.c
E
:J
Z
+J
U
OJ
"~
o
c..
a.
'\
Z
<c
-'0
0-
lLI
0-
<c
U
en
Cl
Z
<c
..J
.
o
N
II
.
~
.,...;.:;
SHEET NO.
I
EXISTING TREES .
TO REMAIN TYPICAL
DETENTION
PATIOS
TYPICAL
TREE
BARRICADE
N.01.10'115I1E
, 3150. 00' (D) 349 , 915' (M)
---
----------
---
---
---
_________15' SETBACK
--1'--
T ---
8
1
I
1
I
1
1
I
I
I!J!!
11-4
I...J
I~
11-4
I~
~
1-4
I~
I .
It;
11-4
I~
1
I
1
1
I
I
I
1
1
1
I
I
I
I
I
I
I
I
1
I
I
I
I
I
I
I
EXTEND 1
EXIST. 15' 1
CONC. WALK 1
TO NEW
DRIVEWAY 1
I
SLOPE . I
SIDEWALKS I
AT CURBS I
PER A,D.A. I
EXIST. I
GRATE 1
INLET I
1
I
I
I
I
I
I
1
I
I
I
I
I
1
1
1
I
I
1
I
TREE CROWNS OF
TEXISTING TREES
YPICAL
7
6
,.. "1!xIS"r"
, 26" OAK"',
" TO BE \
" REMOVED"
X i
I
I
I
I
I
I
,..
-.......
5
4
3 ,....---
,
,
..
I
I
I
I
I
I
I
,
I
\
\
,
,
,
,
,
'....
"""'" 2
,
,
,
EXIST, '.
.. 30" OAK'
TO BE :
REMOVED:
I
I
I
I
I
,.
..
-_......,.'
F6' PRIVACY
ENCE ON
PROPERTY
LINE
BUILDING
II
2-STORY
OWNHOUSE
EXIST,
2711 OAK
TO BE ,.
REMOVED,'
,
I
I
I
I
\
,
,
,
EXIST
6511 OAK
TO BE
REMOVED ,..
I
I
I
~
,
en
.-4
N
,
,
..
......-- ----
"
..'
....
..
,
.
-
.
lJl
.. ----.....
..
,
,
,
,
,
,
I
I
I
I
I
I
, ....-
I "
,
I
I
I
EXIST.
31" OAK
I
I
,
,
,..x'_....,
EXIST, : ~
1011 MAPLE '... "
TO BE REMOVED - "
PROPOSED
811 PVC
SANITARY
SEWER
I
'. I
" I'
,"___" \ f
..' " ....\ ,'\
,.. ....' ..,' " ,
- - - ..."'..... ... .. ; , \
i X \ PROP~SED 3It':'.
~~!ST. : ~:+EERR SERVICE "
r" OAK " ALS - TYP ,
~,BE "",--- .. '
REMOV~p__",/ ...."
, '
I '
I \
: EXIST. '
I 30" OAK~ ~
\ ~~Mg~ED i
~ISTING TREES \ ,:
TYP~~A~EMOVED '.... .." I
......_ "" ROOT
--' PRUNING
LINE
UJ
.
N
"IiI'
CX)
.-4
.
m
..
,
~ EXIST,
. 1711 PALM
_\( TO BE REMOVED
'\
\\
\\ PROPOSED
~ STORM SEWER
~~
"
,,~
,,~
,,~
r~g~~~~g ~U+~g~R
METERS
DRIVEWAY
.
en
PROPOSED
8" PVC
SANITARY
SEWER
10' BUFFER
~~: ~5~ENTION
OF BANK
PROPOSED
M.H.
EXIST. 1811 OAK
EXIST ROOT
19" OAK PRUNING
LINE
(
DETENTION
PROPOSED
STORM SEWER
EXIST
4" OAK
6' F
(0 R'P,C, EASEMENT
. . 1312, PG, 398)
----
15' SETB~;---
EXIST.
3211 OAK
EXIST. 30" OAK
EXIST. 2311 OAK
EXIST. 611 OAK
EXISTING
WELL TO BE
RELOCATED
TREE
BARRICADE
ao'xao'
TVIIIIILITY
RIAN8LE
EXIST,
WOOD P.P.
EXIST. WOOD P
WI GUY WIRE .P.
TREE PRESERVA
SCALE: 1".20'-0" TION SITE PLAN
~
~
...J
C
i
~
~
1-4
~
....
en
1-4
~
I
1
I
I
I
1
I
I
1
I
GHT-oFl-WAV
I
I
I
I
I
I
1
I
I!J!!
11-4
I...J
I~
11-4
IJ:
,en
Iffi
I!Z
11-4
I~
I .
It;
I~
IUJ
I
I
I
I
I
I
I
I
1
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
1
I
I
1
1
I
I
I
I
I
I
I
1
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
c
e
o
a:
a:
.....
e
UJ
...J
...J
UJ
OJ
I
I .
I
I
I
I
1
I
I
I
I I
I I
I I
I I
I I
I I
I I
I I
I 1
I I
I 1
I I
1 I
I I
I I
I 1
I I
I I
Izl
,1-4 I
I~I
I a: I
I~I
I-I
1 '1
I~I
I (,) I
I~I
1 U') I
I .1
It; 1
11-4 I
I~I
I I
I I
I I
I I
I I
1 I
I I
I I
I 1
1 I
I 1
1 I
I I
I 1
I I
I 1
I I
I I
I I
I I
I 1
I I
I I
I I
I I
I I
1 I
I I
I I
I I
I 1
I 1
1 I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
1 I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I I
I
,
I
1
I
I
I
~I
~I
ffi'
....1
~,
>1
....1
~I
(,)1
· I
~I
....,
~I
UJ,
I
I
I
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
II
I'
II
II
I,
I
I
I
I,
I
I
I
,
I
I
1
,
I
II
II
II
'I
II
II
II
./ ('
'"~,~o ,
~ -:- ' ClI.....
.::~A~ '~
-: i::,' If
. ,,.....""-
" ~
~
8
2f~C:=
~~:~
~l:;
;:>cne3
~
0.
i
I
ffi
0.
!
1-4
....
g
...J
~
a:
(.)
"c
1-4
C
o .
mm
c+'
I)U
.-4.c:~
o Q.0p4
ol).c:
N~U
t.
@ .<
ac
CI)
....::J
"a
"t.
jcu
.0
1-4
.-4
o
en ~
I) (I') ~
::J ....0....
CNL&..-4
1)0 lele
~ "IiI' ale'"
__ c..IN
..I)::JN'0'4"1i1'
....+'.0 I
m."" m CX) "IiI'
.~~ ;r!.m
L&. ...,NI
I)"''''
g 0. ~
(I')
+'
en
e c
o 0
U .""
+'
m cu
..., c..
(.) ""N
I) CDN
~ -;Rj
.c: a:1) 0
(.) 0
fa ....0
a cu<
.s 5<
il U;'"
I m
. ....
. 0
I d:
en
1.U
.~ .
00
J: <:C.
ZO
~o::
00::
I-H
en<c
~1.U
<c..J
O..J
1.U
0:: CD
Hru
<(01
1.U~
:jru
1.U
m
e
c
.....
a:
o
...J
IJ..
ci
UJ
l-
e
~
a:
e
UJ
...J
U
...-4
0 I-
........ LLJ 0
'lII:t LLJ en
........ :r: 0
1O en 0
0
Cl
LLJ c..
0 Q)
Q) 0 .c
.f.J (f) <( e
co c: (T') ::J
Cl 0 0 z
.f"'i ........ .f.J
Q) (f) C\I
::J .f"'i ...-4 C\I U
(I) > ........ Q)
(I)
H Q) (T') ...-t
C[; 0 ...J
z
o
H
I-
<CZo
><C
O:..J
LLJQ.
en
WUJ
0:1-
Q.H
wen
1.U
0:
I-
SHEET NO.
SPREAD
A - 3'X2I1X2"
B - 1211
C - 4'-5'
D - 1I1X411
I
I
I
I
I
I
I
I
l~
m I
Tl
I-
:I:
(.!)
H
W
:I:
...J
...J
<
a:
w
>
e
1
I
I
I
I
I
I
I
I
Jco
I
I
I
I
I
I
rea
2/3 DRIPLINE
C
I
I
I
I
I
I
I
eo)
1
C
FULL DRIPLINE
FULL DRIPLINE
I~
~
RIBBON BARRIER
WOOD BARRIER
~
Z
:::l
a:
I-
a:
<
w
...J
c..>
EXISTING TREE PROTECTION DETAIL
NO SCALE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF TOPS,
TRUNKS AND ROOTS OF EXISTING TREES ON PROJECT SITE THAT ARE TO
REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE
BOXED, FENCED OR OTHERWISE PROTECTED (TYPICAL TREE PROTECTION
BARRICADE SHOWN ABOVE) BEFORE ANY WORK IS STARTED; REMOVE PRO-
TECTION WHEN ALL CONSTRUCTION IS COMPLETED. CONTRACTOR SHALL
NOT PERMIT VEHICLES, HEAVY EQUIPMENT OR MATERIAL TO BE STOCKPILED
WITHIN THE PROTECTED ZONE OR BRANCH SPREAD. REMOVE INTERFERING
BRANCHES WITHOUT INJURY TO TRUNKS AND COVER SCARS WITH TREE PAINT,
TREE SPECIFICATIONS
NO SCALE
c>--EXISTING SOIL~
MULCH BORDER
MIN, 14" TO EDGE OF PLANT
TIE OUTER FRONDS WITH 3/1611 HEMP
BED DETAIL
NO SCALE
INSTALL MASSED PLANTS IN TRIANGLE PATTERN
TIE BUD WITH 3/1611 HEMP
I-
:I:
(.!)
H
'... W
''4;-:.. :I:
...J
...J
<
a:
w
> ~
e z
:::l
a: CI
l- e
a: e
< ~
w a:
...J <
c..> W
...J
c..>
TRIM AWAY ONE ROW OF FRONDS
FROM AROUND BUD
TRIM AWAY 2/3 OF FRONDS AT TIME OF
DIGGING AND PLANTING
ALL TRUNKS TO BE SMOOTH AND ALL BURN
MARKS WIRE BRUSHED AWAY
20 LAYERS BURLAP PAD AT SUPPORT
CONTACT - NO NAILS IN TREE WOOD
WIRE TIE
PROPOSED BASE
PLANTING SOIL
2 YELLOW PINE (2I1x411 BRACE)
SPACE 3 AT 120. TYPICAL
BED SECTION
NO SCALE
2- YELLOW PINE (2I1x411 STAKE) 3' LONG
SAUCER RIM
FINISH GRADE
CONTAINER BALL
PLANTING SOIL
MULCH 2" MINIMUM
ROOT BALL (ROUND OR SQUARE)
1611 MINIMUM RADIUS FROM TRUNK
WASHED-IN AND TAMPED NATIVE SOIL
III
EXISTING SOIL~
611
PALM PLANTING DETAIL
SHRUB PLANTING DETAIL
NO SCALE
NO SCALE
MULCH
METHOD OF INSTALLATION
FABRIC SEDIMENT CONTROL DETAIL
ALL SEDIMENT CONTROL BARRIERS SHALL BE IN
ACCORDANCE WITH APPLICABLE ENVIRONMENTAL
REGULATIONS AND CONDITIONS OF PERMITS
NOTE: THE CONTRACTOR SHALL MAINTAIN
SILT BARRIERS THROUGHOUT TIME
OF CONSTRUCTION ACTIVITY.
1"X 2"X 4' STAKES
(MIN. 2 PER BALE)
----
.---
HAY BALE
TYPICAL HEDGE
HAY BALE SILTATION
BARRIER DETAIL
SEDIMENT DETAILS
SCALE:N,T,S,
CROWN SPREAD
I-
:r:
(.!)
H
W
:I:
...J
...J
<
a:
w
>
e
2" MINIMUM MULCH
SAUCER RIM
FINISH GRADE
II
J J
J J
I
I
I
PLANT PIT TWICE SIZE
OF ROOTBALL
~
SPACER BLOCK
ROLL OF 12 1/2" GAUGE
WELDED FENCE 2"X 2"
MESH 8"_ 10" DIAMETER
FILLED WITH 3" STONES
OR CRUSHED ROCK
NOTE: BALES OF HAY AND SOD, SIMILARLY
PLACED, MAY ALSO BE USED
TEMPORARY SEDIMENT
TRAP AT CURB INLET
NOTE:
WHEN TREE OCCURS IN SOD AREA
INSTALL MULCH IN 3' RADIUS
AROUND TRUNK,
3/411 -2 PLY REIN RUBBER OR PLASTIC
HOSE
GALVANIZED TURNBUCKLE WITH 12
GAUGE GALVANIZED STEEL GUY WIRE
- WHITE SURVEYOR' S TAGGING TAPE,
611 LENGTH
211x3" STAKES DRIVEN INTO GROUND
AT ANGLE THEN TIGHTENED TO VERTICAL
POSITION, S' MINIMUM LENGTH, 3
STAKES AT 120. ANGLE.
TO BE REMOVED AFTER ONE (1) GROWING
SEASON
======t-4" MINIMUM IN AND OUT
WIRE BALLED & BURLAP WRAPPED
WHEN NOT CONTAINER GROWN
PLANTING SOIL MIXTURE WITHIN ENTIRE
PLANTER BED AREA MUST BE SUITABLE
FOR PROPOSED PLANTED MATERIAL WITH
REGARDS TO pH, ,SOIL TEXTURE, SOIL
STRUCTURE, AND HIGH WATER TABLE
2:
:::::l
= 2:
C\J H
~ Z
H
2:
TREE PLANTING DETAIL
NO SCALE
~
~ ..~~~
-- ,-'. '--
----'" /'
~
d
.. 0 ~
bO~QJ
. ~ ~ :~
~~
~=
U
U1C
....
C
o .
1010
C""
II)U
J.:II)
... Q.""
011)....
0...,J.:
Nen~
@) .e
CIlC
CII)
....::J
'CCIl
'Cc.,
II)lU
Z,Q
....
Ii lS
o ....
U ...,
10 lU
..., c.,
U ""N
~ '~SI
.... CIl N
~ .!g
fa ....0
Ol lUe
oS lSe
'C .; ..
'C 10
II) Q,I
:a ....
I 0
:a &
...
o
.....
en ('l) )(
('l) lU
~ ....s:....
lii~LL.lOlO
> ~ CIllO ...
e c.,IN
Q,I::J"'~
...,...,.oNI
10.... IOCP~
.~~ ;.....m
LL. ...,NI
Q,I""''''''
o Q, N
o .....
('/)
ol<I
en
en
UJ
~CJ
0<( <(
:Co c
Za: .....
~ a:
Oa: 0
t-H ..J
La..
en<(
~UJ .
a:
<(-l UJ
O-l I-
UJ <(
a: CD ~
a:
HC\J <(
UJ
<(01 ..J
UJ~ u
-lC\J
-l
UJ
al
~ e
0 Ol
........ 0
"lif 0
........ CI 0
to W
CI c:..
:::::l Q)
e .c
...J e
Q) c..> :J
+J (/) Z
to c: (T)
CI 0 0 +J
..... ........ u
Q) (/) C\J Q)
:J ..... ~ .....
(/) > ........ 0
(/) Q) (T) c:..
H a: 0 a.
en
-l
H
<(
t-
-lUJ
<(CJ
t.J
HUJ
a. a.
>-<(
t-U
en
CJ
Z
<(
-l
SHEET NO.
L2.1