FLD2003-11061 (2)
FLD2003-11061
117 N MCMULLEN BOOTH RD
DABIRI OFFICE BUILDING
PLANNER OF RECORD: MHR
ATLAS # 292A
ZONING: 0
LAND USE: RlOL
RECEIVED: 11/20/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CL WCoverSheet
fvJ
OJ
l!)
~
~
6
ct:
~
~
CJ)
19, 2001
7
2001-189
k-2001-189
SECTION
16)
TCJWNSHIP 29 SOUTH) RANGE
PINELLAS COUNT~ FLORIDA
16
o\~
MAP OF BOUNDARY AND TOPOGRAPHIC SURVEI;
SHOJ1//NG TREE L OCA 770NS
E>>S77NG CONDI770NS AS OF 12/25/03
...
~
.-
~g'L- - -~\tJ:-
.-
.,9>g 1\
- r ___ - )0"
~- 5
.-
~o_
D
~0tE-
TREE
,,~t
~o
T
o
- ~\'-
- -~,tf!:- -
W
...
R E
...
~o,.Ac?
.-
----
TOAPORARY BENCH ~sanitary
MARK S Man hol"
Rim El"v.-JO.46' 2 J 9.96' (M)
1t ~ 1
'J,ql>! 'J- 58973'08';: (AI)
Ls..al" 60.00' (P<!cM)
~ 'J, (0(0
1/2 Iron Rod " O","J 14 "
(no .d.) 8 ~
.~w: -fo d~ .20'_
..... ~triPl8 B"
'V 0 Rack
0", o",g
-...J -...J "J 60.6' "J
DENOT'ES rREE UNKNOWN
Q
~... 5B9"23'OB''E
'J,\
1 S897 7'56';: ~').",
589'23'o8''E
o\~
9
j.-\"J
16000' (P) ";~
-159. 96 '(J17
ttdg" of pavtl~nt
~
-.;
~
>--
~
tL
o
~
t5
-
0::
~
6
ct:
~
a
a
ca
~
-....J
-....J
~
~
u
~
TO THE PLAT
PUBLIC RECORDS OF
~ ~ 6
::! ~ -t'O'" -
swoltJ
- -/>--
"- 3~xJ" "JO
o 0 Concrete Monument
~ ~ .:-Found-
--
6"(0
~ol)
~\-t-~
~0",1
20"
.8"
TREE LEGEND
~
<0
")
(0
.
e
g
.
~
~
o
.
o
[)[NOrES CIrRUS rREE
DENDrES OAK TREE
20' building line - by plot
-------
~Ci:
~~
" '-Cl ~
,,;Or 'J "-
~~
tv-jtv-j
"- "-
DENDrES MAGNOLIA rREE
~
()
J:::
V)
~o.p
h
:5
Q
>-
0:).
f
lu
<:
--
-J
"Jo"''O
";\1-~2"
"',)0",6
"',)\",0
/8.0'
Drive
(06"
DENOrES CED4R rREE
o
<ti
t]
<:
:5
o
cti
>-
~ ~
C) I
~ ~
c:s ()
() I
-.J
-- 5' wire
fence
LOT
1
4.0'
t]
Ci:
$
~
C)
~
lB"
(0 12"
,,,,g ~
8'2"0
double-B"- ,r
'--~
10~
~o/) flJ
DENDrES PAu.I rREE
i
~
~
E
IVJ
-.J
~
~
t-:
~o-j.e;
~\1-0
~O-j.1
";\", &.
"JO
lu
Q::
'->
~
C)
~
DENOrES PINE rREE
I'r)
0)
lC)
n::
vi
lo
<:
--
-.J
."
caner.l.
"
"
..
u
c:
o
u
DENDrES CAMPHOR rRfE
c: ;.,
<:i
o
I-
J:::
~ ~
~
~ <:
6 ~
Q:: ~
Q.
~
--
DENOT'ES UAPtE rREE
C)
<:
:::J
()
en
16.6'
b
"i 4,4'
lJ
f--
~
~
~
cr
6"
. LOT
2
0.8' d 8"
8.0' Quo - r
~ ~,.~ q
.... <:i
or
8.0' I
T 2"
~ 30"
.~., I · ),.-
@ ")
26.0
lu
~
-J
22.6'
59.2'
~~ ~
9 ~ ~
",0 !'J ~
J "J~
~~
'J~
~~
I-
"J\"'~ a
--J
o
~
24" -diseosed
~ ~'1-e;
ONE STORY MASONRY
RESIDENCE # 11 7
FINISH FLOOR ELEV.= 31.4
~'1-0
~\/)
~,1-'O
20"
(01 C\i ~
I Dirt
1/\
Carport
~
<:i
>-
~
I
~
()
I
f--
J:::
(')
Ci:
l-
V)
L5
DENO rES CHERRY LAUREL
~
Q::
()
<:
<:
C)
i=::::
U
lu
It)
6" ~,
10"stump
~ lamp
po~t
o
~'" BRAZ"'" "'<'PER "'"
~ ..attJr/
m"t",.
\ ol~ 5/8" Capped Iron
Rod (PSM5905)
UP -set- e;
~O-j.
1 /2 ~ Iron Rod
1/2" Iron Rod
(no i.d)
-found-
-
18"
g
";0-1-6
...
l'
l
C\I
\~
"
4"g
0/6
,,;\-1-0
\
I- ";,,,,
o
":J\-j.of;
",0
I-
o
-...J
4"
.
26"
e
4"
"
\
4"
II)
~
"
b
-...J
.
~
Rod
"
\
b
1 2" Iron Rod
'I) Drive
,no i.d. ~
-f nd- t') ~
! ' (AI)
160,00' (p) r I
LAN E 220.03 (M)
"Jo~ ";o~~\ ~tO
/8' asphalt pGVemtlnt
JO.O' RIGHr-OF-w....Y - PLAr
- "JO
S89'22'J2T
50.0'
90.2-1'
t
t
t
8 A&.'J,Y
-t.>O~
,,;OI~O
'J,
~.
o\~
\
DESCRIPTION:
LOTS 1 AND 2, CRYSTAL HEIGHTS SUBDIVISION, ACCORDING
THEREOF AS RECORDED IN PLA T BOOK 28, PAGE 1,
PINELLAS COUNTY, FLORIDA.
PARCEL 1.0. No.
16-29-16-19926-000-0010
SURVEYOR'S NOTES:
,. No underground installations or improvements hove been located except os shown.
2. No Instruments af Record reflecting Easements, Rights of Way, and/or Ownership were furnished this
Surveyor excep t os shown,
J. Unless otherwise shown hereon, no Jurisdictional Wetland Areas or other physical topographic
features hove been located
4. Bearings shown hereon ore based on PLA T Datum.
5. This map does not determine or reflect ownership,
6. Elevations shown here on refer to the Notional Geodetic Vertical Control Datum, (NVGD'29).
7. Trees shown hereon location measured size at D.B.H. - Direct Breast Heigh t
o
co
en
-<
In
CTl
:ct
lei
-<
CTl
o
C
lU
J
::J
r:
I-
MIKE DABIRI
PILOT CONSTRUCTION TECHNOLOGY, INC.
KEITH ZA YAC & ASSOCIA TES, INC.
Prepared By:
MICHAEL V. GATES - LAND SURVEYOR
JVj[
v-
0-
According to current Flood Insurance Maps Issued by the Federal Emergency Agency, the
property shown appears to lie within ZONE "e" PANEL NO.12S1.39 0129C,DA TED JUNE, 198.3.
1330 DIVOT LANE
33612 Phone (813) 932-3119
0>
~
'0
l\J
lD
('\.1
-
l\J
lD
l\J
-
CTl
C,)
C>
l\J
-
~):::
Tampa, Florida
:t
I---....
Q:
CJ
<::
"tl
~
l1)
l1)
tl
GRAPHIC SCALE
'~
10
I
20
I
~
I
80
1
( IN FEET )
1 inch = 20 fL
Legend:
(P)
(M)
(C)
(I: d. )
be
J~'J
}! FH
o GV
~ UP
01'0
Plot information
S89'JJ'20T
90,08'
1/2" Iron Pipe
(no i.d)
-found-
Measured
Calculated
Iden tif/cation
denotes elevation
fire h ydran t
gate valve
utility pole
over-head utility lines
PREPARED FOR:
PILOT CONSTRUCTION TECHNOLOGY, INC.
MIKE DABIRI
CERTIFIED TO:
SURVEYOR~ CERT/F/CA TE:
EAsr I
I hereby certify that tNs Sl/rvey was mode l/nder my responsible charge.
is trl/e ond correct, and meets the Miniml/m Techfl/col Stondords os sel
forth by the Florida Board of Professional SurvejOrs and Mappers in
Chapter 6!C! 7-6, Flondo Administroli . Code. pl/rsl/ont 10 See/ion
472. 027, Flondo stotl/te.
: 1'- . I \, i,: / '--
~ ' I
'2 " 0 ...(;1 <2
I
I
i
I
::.t f., :' h ::11:'
Not valid withol/t the signotl/re and the originol roised seal df a Rondo
Licensed SurvejOr and Mapper
~,- .--.-. '~""'.""lo'.:;')~;, ~:~"'-...- "
VICINITY MAP
b::l
~
~
Q
~
N.T.S.
SEC 1 6, TWN 29 S, RNG 1 6 t.
"'li' LOCATI<?N MAPn r"9l;iJro <.?l. "
. USa t) Bsrn.ad ino St, l
Grand V~ A.1IQ~l' I I'
m '.:...... ..."" 1.. San M~h~O St; 1 ...'
M":;~ Wo... Rd ~ 'C" :t:~;lJI
. :....... Bordeaux tJl ;,r"'. ". ......
'It ......, ,
~G'rIam\11~~ 'sf l
rmLlda;Blv(l,v~de.-;;;z;;;;;;..=-~"" . ....:.. ....Y Ul~w7{
!~ ~ ~! Ch~.... ~k& St .)1 .. ..~ ..../ .....:
.e .... 5' ~ ~ ..... C~lI9land St, ~
~ ~~' ~ 'g: .' GhGlrf)lILn Ci:i
~ gq> tn ~, ~ j
~. i ~ 1j
>- *' " (Jj t
i !;~ II )
...;..,,,~lLllt To Bay ~Ivd.."..,
<=.
6-00 n Dr
fO 0)
.~ 'iU 5tk S
.""- :::r II t
OJ en '.
....
LEGAL DESCRIPTION
PREPARED FOR:
PILOT CONSTRUCTION TECHNOLOGY, INC.
200 9TH AVENUE NORTH, SUITE 200
SAFETY HARBOR, FLORIDA 34695
PHONE: 727.725.2550
CONSTRUCTION LOCATION:
THE DABIRI OFFICE BLDG.
PARCEL ID: 16 / 29 / ~16 / 19926 / 000 / 0010
PROJECT
LOCATION
117 N MCMULLEN BOOTH ROAD
CLEARWATER, FLORIDA 33759
b:l
~
~
Q
~
DATE: 02.05.04
N.T.S.
PREPARED BY:
KEITH ZAYAC & ASSOCIATES, INC.
CIVIL ENGINEERING
LAN DSCAfE ARCHITECHURE fLANNING
101 PHIUPPE P ARKW A Y, SUITE 205
SAFfEY HAR.BOR., FLOR.IDA 34695
PHONE: 727.793.9888
FAX: 727.793.9855
[MAlL: KEITHZA Y AC@AOLCOM
DESCRIP T/ON:
LOTS 1 AND 2, CRYSTAL HEIGHTS SUBDIVISION, ACCORDING TO THE PLA r
THEREOF AS RECORDED IN PLA T BOOK 28, PAGE " PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA.
PARCEL I.D. No. 16-29-16-19926-000-0010
Agency
CITY OF CLEARWATER
SWFWMD
PINELLAS COUNTY R-Q-W
App. / Permit No.
Dote Issued / Dote Expires
11,20,03
"INVESTIGATE BEFORE YOU EXCAVATE"
CALL SUNSffiNE . 1-800-432-4770
Fl. STATUTE 553,851 (1979) REQUIRES A
MIN. Of 2 DAYS AND MAX, OF 5
DAYS NOTICE BEFORE YOU EXCAVATE,
INDEX
COVER SHEET
1.0
SURVEY
2.0
GENERAL NOTES
3.0
DEMOLITION PLAN
4.0
SITE PLAN
5.0
GRADING & DRAINAGE PLAN
6.0
uTI L ITY PLAN
7.0
GENERAL DETAILS
8.0
UTILITY DETAILS
8.1-8.2
STORMWATER CHAMBER DETAILS
8.3-8.4
L..~,,;DSCAPE PLAN
\. l ~~DSCAPE DETAILS
",--.."..
9.0
10.0
NOTE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION
ROADWAY AND TRAFFIC DESIGN STANDARDS AND THE CI'TY OF
CLEARWATER CONSTRUCTION STANDARDS.
SITE PLAN APPROVED b {
CASE * ~JfJ JovJ -liD
CASE TYPE
ORe DATE (~ ~
coe DATE I ~ (J
SIGNATURE
DATE
gn ( ~\.;AN APPROVED
.~ t '10-
r . ~.)'" tz . ""...
,:: .' C';~ "t:II'.r;';--
.' .lt~~t ~ ~r~ _~ A-
I ,.:. lr\J 't'<t.'
\ \.,,:.\ no:
(., t~tt __
~: I ;,t, ")~t
FIL_
[10' '. c .._--"'
Co)(/'t ~ J' 4/;J Y
---
PLANNING & D:... ,;::t.OPMcN ,Jvc~l
CITY OF ClENWJATER .
Drawing 11111.
COVER
SHEET
KZA Pro) No.: 229-03
0....__ Proj. No.: Nil
Scal.: SEE SHEElS
SIleet No,
II)
N
II)
II)
II)
o UJ
z
Z D-
O ~ z'
i=o~
<(N:.:!
a:: _
I- IJ") .
(l)O...J
;;:; ,><
~IDUJ
WW...J
D::LL<(
1 of 1 0
Date: DEC. 19, 2001
Part Chief MVG
Field Work DEC. 17 2001
Job Number 2001-189
Drawing Number k-2001-189
Drawn B MVG
RESURVEYED - UPDA TED SUR~
Date: DEC. 25, 2001
Part Chief MVG
Field Work DEC. 25 2001
Job Number 200J- 262
Drawing Number k-200J-262
Drawn B MVG
f'r)
0)
lC)
~
(::)
~
a
Q::
~
~
U)
(::)
~
a
Q::
2:
a
a
en
~
---...J
---...J
:::J
~
o
~
t]
-
0:::
S
>-
~
-""'
I
~
a
~
G
-
0:::
~
~
~
-.I
i--
~
a:
>-
QJ
I
~
-.J
~
C)
~
~
~
f.::
Lu
~
~
a
~
)...
~ ~
I
63 lJ..
f.:::: C)
(j
C) I
-.I I-
~ G
02
~
~ ~
s ;:s
~ ~
a...
~
---
;:s
~
~
~
02
~
;:s
C)
~
I-
~
~
s ~
~ -.J
a...
~
i::::
o
~
a
~
~
;:)
a
Cl:l
1. No underground installations or improvements have been located except as shown.
2. No Instruments of Record reflecting Easements, Rights of Wa,y, and/or Ownership were furnished this
Surveyor except as shown.
J. Unless otherwise shown hereon, no Jurisdictional Wetland Areas or other physical topographic
features have been located
4. Bearings shown hereon ore based on PLA T Datum.
5. This mop does not determine or reflect ownership.
6. Elevations shown here on refer to the Notional Geodetic Vertical Control Datum, (NVGD'29).
7. Trees shown hereon location measured size at D.B.H. - Direct Breast Height
SURVEYOR'S NOTES:
I
'1
MAP or BOUNDARY AND TOPOGRAPHIC SURVEl;
SHOJ1l/NG TREE L OCA TlONS
EX/STING CONDITIONS AS or 12/25/03
TOWNSHIP 29 SOUTH, RANGE 16 EAST
PINELLAS COUNTY, FLORIDA
SECT/ON 16,
0.
:t
h...
",;,.,.9"';
",;\-?"JfJ
?J,\j.6?.
",;,,,,,o.?.
-;\"1-"
-j.'09
..p
",;rfr"J?.
'5'
T
5
DREW
Q::
CJ
<:
or
I:)
"i
"'l
TEMPORARY fJENaI /,~':,
IIARK
5t1nltary
IIan hale
Rim EJev.-JO,46'
9
S89L3'OB'~
"';
J.'J,'
1 S89"27'56"E ,.
S89"2J'o8"E
~
edge of pavement
!60. 00' (P)
. --t59.96'7U} . - .
"- '0 fJ
r:l'P'.-' ~1-
L.lI'Ote
--~------
'-3"x3" ",;0.
....0. Concrete Monument
J _._~Found-
-
.-
20" r h,
()
6,,1
,
'. -- ~
--4L-
a a Rock
-.J ",;0.1.
DENOTES TREE UNKNOVtN
5/8" Iron Rod Jt" Lwale
1 (noj.J!.').n:, }~,
~ '7.kJYlJd-:- .' ",;' 1.J. '3>, ,., .:~i
t;' i ,~.1-~." '\;;t~~) 6"
. ,.
,~,'''i>''':...\
6" (~.~~{:5
",;o..,.fJ
/C" ,:) 12"
",;'1.W{" C'y""> .
t"{jf. 8'"
"';0.1.1
",;,.,.",;
;".
TREE LEGEND
."<'"' 20"
-,; "('.~~~!
r~, ,:t
~4."'~\~<~
:-t.~<..::.
8"
"-
~
:~;:,~;;::\
':":...A.;s"
20' building line - by plat
------------
DENOTES OAK TREE
~~
~~
",;0.1. ~ ~
~~
~~
~
~
III
~
,~y.-." triple 8-
)rl~ 9
60.6' "%. "';O~
12"
9
",~O'"
DENOTES CEDAR TREE
",;0..,.1
"';0.1.'0
",;'1.fJ
",;0.,.6
",;'1."';(
/", '< v:' .. .v' ~~<...\
..::~)~~
b
aIi
78.0'
DENOTES IIAGNOLIA TREE:
...:('l,....).1BN
;'~~;.:~
r~cc \r~;~~t
> /
\~~:::
DENOTES PAUl TREE
~~::~:~}::~ 6.
c,,\,;<
"\ \
.,' ')';"
l . \
~.:::;::~:~l
-5' wire
fen ce
4.0'
2.
LOT
1
~~
~ ~ -l -
ONE STORY ~ I ~'Z~ 1
It CaqJorl · ""
MASONRY ~ ~ \, . ~
. "ld't-J a
~ RESIDENCE ~ "\1 "': ~ .1:
13105 ~ ~/ \ ~ ci
I;:S ......
0.8' , QUad-8"; FINISH V) / \ u 6" L
8.0 /'~~" FLOOR J 6
( " ..
J., ....,1."'; \~fi'l# 0.8' ELEV.=31.50.,' .,.'1"
~ J d "-
01 ~ d
22.6'
10"
1. ,,,@,,
,,,;OJ.J ;i:41f:
#.
I")
Q)
l!)
a::
lJ)
lLJ
~
::J
)...
~
~
a
..!..
G
a::
l-
ll)
L5
"
'j''''
",;'1."
"';0.1.1
",;''''0.
.."1;:....
",;0..,.'J
'!Jo.
"
DENOTES PINE TREE
6"
GRAPHIC SCALE
III
'-
II
~
o
II
f'r)
., '1" i:,
so
I
DENOTES IIAPLE TREE
~
10
I
20
I
40
I
76.6'
f~~f
,$"'\" .
..... {
b . <
~ .
~~ ~J
~ 't-t j
..~ ,........
'" l.c) (
h~
~ ~ ~ ..,/~\, '
~ ~ ",' '..'
(boMHIG ":(; ~'f."'; ~1."';
.\. <" "i 4" ~
"" -' " " 4"...
'>5/B,,,.j;or;.~~';'~ . ,I. ~
I'{(I&~' Northo.Right-of-Way Line b e
- 0 - j''f.: . . ,~
1.0.,.e :::~'::h~'C::0t:>~'t::;'~. Bearing BaSIS b"
J, \. '" ,<",,~ ','~'~ "6"
-4' FH <. ~ i:' .~ " ,,~:.~..:~;J~,J;' . t:.
Jr .), ',- '",1'.::<< /'$/ ~> ~~. j..tJ
L10"-4" N89"2 '5o"w
N89"27'56 "
NB9 L 7'56"W
",;@'O? "!JO.,.fJo.
\
26.0
2
o T
~~ ~
9~ ~
~'"
~~
~~
(j)V)
b
~
24" -diseased
f--
"';'1.?" a
-.J
ONE STORY MASONRY
RESIDENCE I 117
FINISH FLOOR ELEV. = 31.4
DENO TES CAMPHOR TREE
f~<" ~.,.'J
~ ,
",;,1-0
( IN FEET )
1 inch = 20 ft.
",;,.,.'J
"';'1.'6
20"
,'{;'P<,,; I ,\--, ~
\~>:" ': D~
I larpor~
DENOTES CHERRY LAUREL
59.2'
I
01.9 8" .,.' I
12" "j
'iY.f, '~~ r
.....M /'<'.....".'>',..........",..., ""
). i: :~., 10')
\' f \,. 'P/"~ 0
t..r. ! 4,brozlliofJ.,. ft. ' .
~ i:""" , ~ -.!reetgrOu,(}, '\/ "~ / ' Y
...,N.,.- '~1't(. h.. ~, .',
,-~ "#I"'; "'or .,.e~:; " / . ..:~Y!!-
jiJ"sioJmp
42,0'
6" f., \
~'vf
()
DENOTES CITRUS TREE
lamp
post
r'>~
. ". ~.: "
!>.,e
I
.,.0
f.-
a
26"
,,~t'f:fh
:;..... w::t:
!:0,j, >'
~h(: ;~>/".:'
(P)
(M)
(C)
(I: d. )
~
J\'t-
;<< FH
fire hydran t
gate valve
u tl'lity pole
over-head utIlity lines
18"
;{;y;~JO"
i~;;
""l,\~,y . J."
.n, ""
--
I : ~,.'
I a
1/2" Iron Rod
1/2" Iron Rod
(no I,d,)
- found-
4"
",;,.,.0
~ \' t. DENOTES 8RAZlUAN PEPPER TREE
~~ \ ~ ,;
~'IIat",!
meler
4" \,,5/8" Capped Iron
~<Y}' Rod (PSM5905)
~, --",-,,~ lip t
(' ,,; <, u, -se - .::..
"" ,,--' ,', f\J.:J
""""" .' ",;v"
0"''0
",;o.j.fJ
Legend:
-.J
-.J
Rock
Drive
10"
1/2" Iron Pipe
(no i. d.)
-found-
Plat information
Measured
--1L?," Iron Rod
(no ,I.d,)
- fotmd-
------4-
S89;22'J2"E
S89'J3'20"E
9a 08'
Calculated
!t)(). :,"AI)
760.00' (P) 220.03' (M)
,,~ANE ~ 0
, '!Jrfr . .... . ",;o;i . H 'H'!JO'l-'&
78 IRIphalt pa~ent
3(),O' RIGHT-OF-WAY - PLAT
60. 00' (P&M'
N89"27'5o''W (P&M)
J.\fJ
",;Or'
,~,/
9Q24'
jJ\!l'O
B A ,,'J, Y
'!Jf.ff: .
",;fJI'1?.
'50-/00\
/den tification
denotes elevation
o
\
GV
c\ UP
o IX'
DESCRIP T/ON:
LOTS 1 AND 2, CRYSTAL HEIGHTS SUBDIVISION, ACCORDING
THEREOF AS RECORDED IN PLA T BOOK 28, PAGE "
TO THE PLA T
PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA.
PREPARED FOR:
PARCEL I.D. No. 16-29-16-19926-000-0010
PILOT CONSTRUCTION TECHNOLOGY, INC.
MIKE DABIRI
Prepared By:
MICHAEL V. GATES - LAND SURVEYOR
~
- - -y---
G-
CERTIFIED TO:
MIKE DABIRI
PILOT CONSTRUCTION TECHNOLOGY, INC.
KEITH ZA YAC & ASSOCIA TES, INC.
SURVEYOR~ CERT/F/CA TE:
I hereby certify ii:;t thh survey was made under m)' responsible charge.
is true and correct, and meets the l.Iinimum Techntcal Standards as set
forth by the Florida Board of Professional Surveyors and Mappers in
Chopter ti!G! 7-6. Florida Administrative Code. pursuant to Section
472.027, Florida Statutes.
According to current F700d Insurance Maps Issued by the Federal Emergency Agency, the
property shown appears to lie within ZONE "e" PANEL NO.125139 0129C,DA TED JUNE, 1983.
Jlicl1ael V Cates, PSJI
FlORllJA Reo. NO 5905
1330 DIVOT LANE
33612 Phone (813) 932-3119
Not vulid w/~hout the signature and the original raised seal of a Florida
Licensed Surveyor ond Mapper
Tampa, Florida
E
c8
N
o
I
...
~
.n
o
..a
~
D'
.
-0
,..)
o
I
...,
N
I
N
I
...,
o
I
0>
N
N
/'
<::
o
:oJ
~
<::
~
D'
-0
in
Q)
u
~
'C
:.c
c
o
/'
ji
o
!DZ
E D'
~ .=
.... .
II ~
:;:)n
GENERAL CONSTRUCTION NOTES
CLEARING AND SITE PREPARATION NOTES
DRAINAGE SYSTEM CONSTRUCTION NOTES
WATER SYSTEM NOTES
1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929).
2, LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND
OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE
TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS,
ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER
FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY
CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA.
4, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND
SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN
ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN
ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER
OF FLORIDA, INC. AT 1-800-432-4770.
5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES,
ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED
BY TH E CONTRACTOR.
6, ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO
ROADWAY BASE AND SURFACE CONSTRUCTION.
7, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND
INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
8, ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS
AND/OR LATEST EDITION.
9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE
VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP
DRAWINGS C'N ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN
APPROVAL B~FORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT
CONTRACTOR'S EXPENSE.
11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED
SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE,
AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING
THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL
AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE.
',2. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT
WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES.
13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO ORIGINAL
CONDITION OR BETTER,
14. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS
WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING
CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY
EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION
AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED
TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS
ACCEPTABLE TO THE REGUL~TORY AGENCY AND E~GINEER OF RECORD HAVE BEEN
OBTAINED. ANY WASHOUTS, REGRADING, RESEEDII\JG, AND GRASSING WORK, AND OTHER
EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR
UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND
ENGINEER OF RECORD.
16. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL
GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW
ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE
ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON-
SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE
INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKI~G DAYS
BEFORE ENTERING A CONSTRUCTION AREA.
17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING
INFORMATION ON A SET OF THE APPROVED PLANS CONCURRENTLY WITH CONSTRUCTION
PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR
SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE
FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS:
1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS
AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS
THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM
OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE
SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE
REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT,
2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C- 76) WITH
RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES
SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS
OTHERWISE NOTED ON PLANS.
1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC
DESIGN STANDARDS".
1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES
IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN
APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY
LINE OF TREES THAT ARE TO REMAIN.
2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS
AND SANITARY SEWER.
3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHES AND A MAXIMUM OF
42" BELOW FINISHED GRADE.
4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION
IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE
AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS
REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO
BE DIRECTED TO THE SOILS TESTING COMPANY.
3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY
FOR CONSTRUCTIION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH
OTHER APPROVED LANDSCAPE MATERIAL IMM.EDIATELY FOLLOWING CONSTRUCTION.
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-
SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS.
3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES
WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE
INCLUDED IN LENGTHS.
4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK
FOLLOWING CONSTRUCTION OF THE POND.
6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS,
7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY.
8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS:
DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT
SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE,
ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION
PROGRESS.
5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY
ADJUSTING THE WATER LINES AS NECESSARY.
6. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE
LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON
DETAILS.
8, MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE
IN A~CORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND
SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER
SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE
LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES.
9. ALL UNDERGROUND PVC SHALL BE DR14 (C-900).
6. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING
ANY EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY
EXISTING STRUCTURES FROM THE SITE.
9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND
THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL
SPECIFICATIONS THERETO.
10. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE
DRAWINGS, OR BY THE ENGINEER.
8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED
FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE
CONTRACTOR/SU BCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE
CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES
AND TO MAKE TIHE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
EXERCISE CAUTION UTILITIES. THE CONTRACTOR/SUBCONTRACTOR SHALL
WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON
THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE
WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE
AND THE CONTRACTOR/SUBCONTRACTOR AND SHALL COOPERATE WITH THE
UTILITY COMPANI ES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE
INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.
WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES
11. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS,
AND SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY, AND ANY OUTFALL SYSTEM SHALL
BE WRAPPED WITH MIRAFI 14 ON FILTER FABRIC OR EQUAL FABRIC TO BE A MIN.
OF 30" IN WIDTH AND CENTERED ON PIPE.
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, THRUST BLOCKING,
HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY
PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO
BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO
NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
TESTING AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION
BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR
TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S
ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES.
2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN
CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO
BE SUBMITTED TO OWNER'S ENGINEER.
PAVING AND GRADING NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
COLLAPSE AND WILL PROVIDE BRACING SHEETING OF~ SHORING AS NECESSARY.
TRENCHES SHALlL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED.
DEWATERING SHALL BE USED AS REQUIRED.
SANITARY SEWER NOTES
SAFETY NOTES
1. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND
SANITARY SEWER.
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY,
1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY
REGULATIONS ARE Tf) BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL
BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE
SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE
PROVISIONS SCT r'ORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF
TRANSPORTATIOi...,
2. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPEClr ICATIONS.
3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE
GRADE UNLESS OTHERWISE NOTED ON DRAWINGS,
IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT
SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S
ENGINEER PRIOR TO ANY ELEVATION CHANGES.
5, CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER
AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
3. SANITAF:Y SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET
AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO ',ERRATAPE"
COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE.
2. THE MINIMUM ST,'.,..JLARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF
FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY
CONSTRUCTION, MA,INTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE
DESIGN APPLlCAT!');-l, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC
CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE
PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS,
3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET
FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S.
DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION,
6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346,
SHEETS 1-7.
7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE
NEW PAVEMENT MEETS EXISTING PAVEMENT.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S
ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE
INSPECTION,
4. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE
ALL APPLICABLE SAFETY REGULATIONS, THE ABOVE INFORMATION HAS BEEN PROVIDED
FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR
ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS.
1, DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION.
2, DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER
PIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL
CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF
UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO
PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL
INSTALLED PIPE MATERIAL, CLASS, ETC.
3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL
INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER.
4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT
DRAWINGS BUT CONSTRUCTED I.\J THE FIELD. ALL EQUIPMENT AND PIPING
RELOCATION SHALL BE CLEARLY SHOWN.
5. LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE
SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND
PREFERABLY THREE (3) PERMANENT POINTS.
8. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES
OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS,
AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER
SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS
TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL
AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER
BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE
SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES.
9. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR
SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER
ACCEPTABLE METHODS.
10. THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.)
INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE
CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A
SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND
APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO
CONSTRUCTION.
PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS
1, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE
SOILS ENGINEER.
2, SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION
TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER
OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL
REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR
THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED.
3, CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT
AND COMMENCING CONSTRUCTION.
PLANS SHALL SUPERCEDE SPEC BOOKS
IF A DISCREPANCY OCCURS CHECK PLANS
AND CONTACT ENGINEER IN WRITING
\.J
z
z
. z
U~
zc-
v)uJ
uJ~
1:
~~
Uo
O~
\f)~
\f)<(
~~
o
I.ib z
U~
~
>-v
~~
J:G
}-z
uJ
uJ;
':::l..u
If) If)
~~
~r<')
:J<
VlO
>-"--
<0:::
~O
:::iU:
~cl
c..O
c:l
wo:::
?;~
.....l
~~
QVl
~
q
U
..J
~
00 If) ~
i2~~
0'10(>-
gi"';~
t':~
r--.r-..:
NN-
r--.r--.W
W ~
Z d
0" ~
?E~w
LD
m
Z ~ ~
o U E-t c:vJ
~Z~ <~
U~~ ~LO
~ ~ O~C\2
~~~O~~
~ 0 ~ C\2~ l:'-
rn 0 Z l:'-
Z .....:l ~ ~ ~ C\2
O 0 :> E-t ~ l.'-
<......-to
U~~~~~
~UE-t <Z
O m ~ 0
~ ~
.....:l ~ 0 ~ ~
~ 0 E-t
~ C\2 ~
~
<
rn
0
Z ~
~ ~
~
.....:l ~ rn
~ < ~
~ ~ ~
~ ~ 0
< Z
~ ~
U .....:l .....:l
~ U <
~ ~
~ ~ ~
0 0 Z
~ ~ ~
~ 0
~ ~
~ ~
< U
z
~ 0
LJ F
<(
~ u LJ
<( 0
Z ...J ~
<(
l- I- Z
U U
W W I-
-, -, w
0 0 W
0:: 0:: I
a.. a.. U)
N<(<(
~<(<{
0:::0:::0:::
r-r-r-
3:3:3:
_L.J ---l
OUO
l.J...lL.l.J...
000
>->->-
r-r-r-
---
ouo
00:::0:::
r-ww
0....0....
w
:::> . .
(f)>>
(f)ww
_0:::0:::
I"")
000
ou:5~
NNO
~NN
...-
...-NI"")
LO
N
LO
LO
LO
ci
Z LlJ
Z a..
QgZ
~~~
I- L.ti .
(/)o...J
6cri~
LlJLlJ...J
~l.L.<(
SHEET
>-
CD
z
o
r-
0....
0:::
o
(f)
w
o
w
r-
<(
o
o
z
~w>-Vl-OZVl
tl)
z
~~
w-
~~t
V)<w
~ ~~~
Zww
:;:)V)
V)o
Oow
::Jm~
<~~
>wV)
I-wG
~~~
3 OF 1 0
( '~'.
\, //
E
c8
N
o
..,.
8
N
.n
o
.0
~
C1
~
'0
,,;
o
I
,.,
N
I
N
I
,.,
o
I
0>
N
N
/'
c:
:8
~
c:
o
~
C1
'0
as
CIl
u
!!5
'C
:0
c
~
Ji
ld ~
E C1
~ .~
~ ~
I ~
~Cl
J......
........
....,
""'.,:
~'-';:."
".:
.',:
.-\
~:. '.
. ''-,
:'v.,
.;;'~
,
......::'
. ,
~f~~
:<:~~
".
".:.
"
>,
~:~
U'
~?:~
\..
,"':"
".
.x-.
i. ;
. .'~
L,
~... ~
1
:+:~'.:
~,. .~
'.~.' ~
f:""
-''':.
-';;;"
",
',-
k..
1-,
c<
l):"~' )
:.....)
,.'.
-:?:
:.:-:.
(3
:--:.~
;.-.",
. <:::::;:,~.; :;?..7:~j/>'
, ~,if~? ::.>:)~ ';~~~:7 :.x'
'-'"",",'lI!!!!!!!!:'''''''
, /~,... :'t'c.I;; .P'.:::...r ...) ~
~" , ~~~)~~) "f,~ (.'
j
., :.
.... "
:1 .).,:,
i~1~~i '.
....,
;' . ~"r':,~~? .
'It% "
't >:r ~\ i
>,. ,~":,
.:~,:
.;;.
,
l.'...............,.,...,......
), ,
~," }... ~,~;.', p~
". :" '''''13{'.',''''
, t~,g;; i
.:"":"',
i
, .
~t.;
.\
.~'"
.,
{v: \o..;.~'
;x.
"c. ", .
"
~ ~~fr 0"".
"~~... ".,<
,~(~;-..,.:~ ../l.f\.:....
: ~.. .
\,<;;;[;:~~~)" .'
,:'~'~ /PN
~)... '~\
". ." ~.
~
'...... \}
..'
"
~. ..'; ;......:
~r
4'"
.
/::.t:
..(\"1-"".
.$..........
"" "y:;Jf~
t)~f..~:~ <,1 ;.;.::.~*:.;1~;..~ i
."".::-'.....-....
'"''''-''' ,,_.....
. ~~:k'<.:,::~
"''C/'."..
", " .~~
.~\'i,<(;:,;(\.~~\::2 8
, '~ ..:... '
l~'
. ,"
.:< " ..
",
~.\ fJ
...;:.:\
, t:>:.~"""~ ::"." {~~ .~'
,~~. .....;
.( .;.. ,/
:~ .
-- .
.,;,: /1 .... {f f.,:, (. {};:~t:.:~::
%
~ , ~'......
....,.'
."'; ,"
',,' , ::t, ,'-'
A~'/:
:'.'<.',.:,.::/
" ...' ~. ,
/:/ ':~.~. i)( f.:': -...'
f ;'/
"',:
:. .. f.'" ~/
F,'"
". ~"\.;..'
;"f.;jt~:<.f
;, '. : ~ '.:' ,,'
)~ .'
'x:"""'"
~.... ,-;. ..
r~~. i
~.;4.~'.4>-'
','. /':'
'<,:
(....
, ~ ~......
,;"
.
:..;.....
\'
~
.!. /.>>.~::'
. ,
~~i~::ctji*~~'~~~.
. ...... .... ........... ......,"/\:/:/q :>,::
',;;
..
"
.', .
... 1.\"'pJ..';':
d....~.
~~,. .
'\~) 1?-~"~:
~;) .7 ,<l
.:76'
. -, , " ".................................. '..n'" n -~ ~'., ................................."..~_....~,,_~__ ,,''0................................. .. .... ......,,~, . c
:rMP6:::;:~,~~d:i:~{ G'~) ",wwX2,i'1ii:;;",jc^,(,'
'\
,.....-
...~,..,
/~3
t~ <?;:)~;
'v'" ~"'.,
4;'V ~ : ~:~
('>> ,...~~
-"',.1,,,,,'
,
~ . <~
,~-c.>.r'
J
j
'ii
8:~
1.....
f~
-:~Z)iO
.:....
'1
, '
;", /
1..\~:'V
(;,,,
,J,)
;w:UU<'J 'H*' ,/......
t:,li";
\,*)p
{'/.'"(:..>";.~
(....('..
:'~.t(>.;
.;f./
k.
~.......
?
i~'
:):
:: ,:;O~..
,i.~
~::'
"
~:,". ,,<
/
: { I"~
... . .w,.,.'S,:/H::
18' ::r1,{}h(Jit f)o~~rti{~t~f
''''"fF;;).~
.%(),(/ r.H;;H r 'OF'~ W4'! - PLA T
8'
: .';.'; (L/
...$':"; ;.....1""
".(
,,"...., ~:::1..
C:;:' I
.,~;
;'f~.<(' ~
q
~;~,'1,"'"
! ~~, r;: .
,)Y.:(..?
::-:.~
/'t' ) 'i : }
,,(.
2:.f;
t...~
Ii
d
.::.
"
.<', .~
"
""t<
..) ~"
k
',~J
< ,.:
~
ec.."k
: (: ~''.:i<
"
......
i', ~
~~
: ',~
,.)
:('
I"
('ft..I)
: 1." /
, .1../
.:~,~,(/~; ::~? r
/t'on
::.:w~:;.J(:: :/;'[: j{)" ;<::<,?'A(..
'~'~~;~"'f(V~:~<)
7.".'U;. -t <"\
~ '.,}\.....,
h\)d ...../....~.. ....,
}.; .~
1/..:....
tv.: f/
X"'"
.<,..... ';-. /.' <.
:-;, .:": '..
....>>. ';,
',-"j v:~ .
,::.
~
"''''~"
.\:"- .(~'
~~~.;.' ~:..'
;~
~, :;
~':
.
.' ~ <.'
... {';~~,/ ,~.. .
,;~
/;;:j
78
f.5:J?\
\C5~
.2'!~
i~J
~~..
p;__U'
""m'_
..;~~:J.'
.::v
"'['"
~
: .,,::...:;
'",,',f%""r,;::'u
............"....,.,..... . ."..... ,..
...-,,,..., - ... " ..
:~. ..) .~4n s
"U;:i:'/ U.
'''::;w:)':i'$
"
........ ....5".X.h}N
"
:'.~: '.}'; (~; ',6 f'?!) A1(-;n ~~{tY; An f
.: O{;(j(]m
j;;.',;>,
j ~::~ '::--,
,(\,/-' :9 '\, <>i '
'r) '.....:-;~....
. . "*' ~ ~\,~ ::\:
v; ~....~
"':-., -:-.....,
~...~ ,) 9y;tH
/..:H'; (: e
,
I
: '':::~ ::.;).;.
. .::.... ~.~'~
(). \.:j' ;-..;....
,1 ( ,/, .~:-'~j y~~;
t,~...... r....,
;/ ,,':
s~
\f~
""g;....' ,
";:-- \ .i ()'s~
~,.."
.\~.))
4-
/'
r,;;}Z/
fl T
.\ ~.~, p.
:' t{'~:>O
's~::' :.
~\i i'i-< .",.,.">>>...".."'...... '!~. q' ,~...J
.. "'so,),)'1;
.,.:...1fW:'
':'::<~'/:'. j\/.>
Lh:'.:-";'() Tt'$ (M.i-:~ i7N F
:)!.-:ND ;T~~~ 7Pt:r f/i,/i,'.N~'>y\:
i){ i..j{; r~.:s MA<7tH.).~ fA (i?{r
.,,"~',>)').-...
~~~~ /}Fl,iCrCS cr(>~fl .':;~~rf.'
\"....,....i
'~(.
.../~<..
. (:..~ \'", '
...~'>.\'.:,:....., '.
.,"''(.
~
"(.,1'
r'<' '.
.,,-<U~:
'\t;i'
.....'.;...........
.' "
\ i
'~.1r
'..:
'),
.~N:/-/O ~.r~~: P/f: M J:i-:::1.:!.'
t4?!.O r:.:,::~ F;.:t.:c: .r~<r('
(~~ ";:..; ,-": :'~ "~$ ,,~ :', ? ~\ "C
~:;l:AiO .?:-~....;. ;~:..,:f;.~f.~.:..:U~.
';0(":"
:){ /1/0 '; F.'~ ..':.:-{~ ;?},' .... .~ ~ ~ U}!(l
~...t <>.;(; ?t::; c? r.::'j:~' Jri(r
~ \' .., :','(NoIES ili?/ ii', fA;'"' HPPU, WFI'
'!tJ.' \ -- ,1
'" i. ,
.:~"(;i"~ {toc;'
':':"~~~\/ :>>~; " :L :,.
. t<~ur</
f' ,;
GRAPHIC SCALE
20 0
~~
10
I
20
I
40
I
( IN FEET )
1 inch = 20 It.
LEGEND
g""'"..
\ :~
,.."
TREE TO BE REMOVED
BUILDINGS & PAVEMENT TO BE REMOVED
- - - - PROJECT BOUNDARY
c;ENERAL NOTES:
1. CONTRACTOR SHALL LOCATE AND REMOVE EXISTING SEPTIC
TANK AND DRAINFIELD IN CONFORMANCE WITH CITY OF
CLEARWATER AND FDEP REQUIREMENTS.
2. ALL BAMBOO SHALL BE REMOVED
TREE REMOVAL
}~'ue
20" OAK
18" OAK
12" OAK
12" MAPLE
12" OAK
24" MAPLE
6" CEDAR
20" OAK
6" ELM
6" OAK
8" ELM
6" L1GUSTRUM
12" CAMPHOR
6" OAK
12" MAPLE
8" OAK
10" MAGNOLIA
4" OAK
18" CEDAR
26" PINE
6" CEDAR
6" OAK
258" TOTAL
. \/:;'} , ?' :: '.::. ~:~} .~;....
:')(: (}~i: '
u
z
z
. z
U~
ZlL
v)lLl
uJ~
1:
~~
Uo
O~
\f)~
\f)o
<(2
un z
U ~ 8'n
NO'
<( E~
>- u ~d
<C ~ ~~
N lLl :L~
1: ~ ~~
I U w~
I Z t::;
uJ lLl :3;:
; ~t
~ u g:}]
:E
q
v
..J
~
00 It') ~
~:a<
~~~>-
t':~
l"--r--:
NN-
l"--l"--S;2
W .,
Z d
~~~
c..L.l.W
LD
m
Z ~ ~
oU~ c:vJ
~Z~ ~~
U~~ Q~
~ ~ o~i.O
~~~ogC\2
~ c.J ~Z C\2 r - l:'-
mO ~~
Z~~~ ~C\2
00:>~~l:'-
~~O
UZ~~~~
~U~~ ~Z
Om :::CO
~ ~
~~o ~~
~ 0 ~
~ C\2 ~
~
~
r:J)
o
Z
I--l
~
~
~
~
o:l
~
U
~
~
~
o
~
~
~
~
<r:
~
z
o
F
<
u
o
--l
~
U
l.LJ
J
o
~
a..
\\ '-i:'~\'
< .;!y. \~~~?^ .,.,]
u~~:~,(:(" ;>! . <Tu '2'
"
}~< '., "^'
~i'
:2U .. I
~ ~1\
,if .~,~' (' 4;i~~~~~ "'; ,":
\' < . "'<','" j"" :ri
~ ~ /'Y';",_j."," U Q', , /~N /
~'- \X~ ~'~;;~o:>;:>::j"Vj '00;Q i. ;.",/ 'y'" ";;,;;~! :',"," /'::~'
(j'N '#>'" .\.~ ("~ ;,<""~:;., r,;~,,,, ""t" \ 't,' " uu fo{/i'U
-'- ~.~~:':~ u,',:i,,'~), Af)(}.vr.:~", ;:~,:m';"u.,u""
~ m.'s::~:,::::/"\,\y'y"~^"T ftJ1g.':~ (NI'yR >>>>>^~'mw
.................... .. . ... . ....,~ 1 t5{;~ ()O;- (j~)
.~....,~~
u, f' , ' .
~:?:." " , .
(jr,r" ,<' f(/(/....,. : !:S'S'ti:
I': :.i. .'\ \y~~<~'/ . ,
~ '.,1[" ;
/ ~~ (-.<>:f/;(:....\ ':.~ - ::." ::; ,': "
;, Ir~~ f
, !
, , .
,
'.r' /;, r ;/ .:" ~I.;~ .',J. f/ M ::.
:a;~"'-,-;
w
~
<(
Z
~
U
l.LJ
J
o
~
a..
N<(<(
~<(<(
0:::0:::0:::
1-1-1-
3:3:3:
_L_L...l
UUU
LLLLLL
000
>->->-
1-1-1-
UUU
00:::0:::
I-WW
0....0....
W
::::> . .
(/)>>
(/)WW
-0:::0:::
"'-C'\JI"")
~
~
~
<r:
~
~
<r:
~
~
U
z
<r:
~
~
Z
o
~
~
~
~
o
::g
~
~
~
o
~
~
~
U
w
~
<(
Z
~
l.LJ
l.LJ
I
V'l
>-
CD
z
o
I-
0....
0:::
U
(/)
W
o
W
I-
<(
o
o::w>-cn-Ozcn
o
z
(:l
z
-<
~Cl
~~
,~ ~:ffi
~ cnWW
~ ~~~
ZWW
:Jcn
cnCl
ClaW
::Jma::
<:::l;~
>wcn
~wG
~~~
U1
N
U1
U1
U1
o UJ
z .
Z ll..
o C!; z.
~ ~-~
I- U1 .
(/)0...1
0cri~
UJUJ...I
!X:u..<(
SHEET
4
OF 10
,........
. ""
E
c
0>
N
o
...
8
N
.n
o
.c
~
co
;a
"C
,...;
o
I
r<')
C'-I
I
N
~
I
r<')
o
I
0>
N
N
/'
c:
o
~
.5
~
o
U
/'
co
"C
iD
Q)
~
....
:c
c
Cl
~
Ji
~;!2
o co
z c:
.... "j
.. ~
~~
\
.:-:'"
..:-......
(2) R5-1 DO NOT ENTER
SIGN
'~l111liR U
",
..)/., ....:.(1
~Rt";"'STOFh ., ,
SiGN; rm-t. RIGHTT'
.' .~N ONLY sfO~ & 24-/
STOP BAR (TYP,)
, ; 20' iDRfVEWAYSIGHT 'r'
iQJSlBILln:[~IANGLf(TYP.) .
~
(9.
2~AY sibHf
,.VISIBILlTY, TR+ANGLE (TYP;)'
-: I:)RQP~~-Q).4' i;
. '"StOEWAtK
?}j.j{<~{( Af?: Y ;.':iE :"iC:":'
S;)n;'~m-)-.'
20' STREET VISIBILITY
SIGHT TRIANGLE (TYP,)
.....M.'."j:":... h~ ~~.~,
::( :':'~: f .:~;,~.., f
. ""~
: ':.:/'n:::'~
,',
"
/"/,,;i.:,::~.~ ;, '."
/' ": t.~~:
,.:..~ /r
/'" p'
, it{
/,/ eii" N
.,.J~,., ~
.' :"".
;}. .<
, ", >:;J/?':'i:'~',">
.'~':~~: 1
4- WHITE TRAFFIC PAINT
(TYP.)
':"" ......,
~ 4' CONC,
d...." i/" SIDEWALK
/'j
S<MAIGHT CURB (TYP.)
:3 ~. ,.'. ':' ~~
,". :. l~, /<~: l)l:,;n;,,/:"Yi$:}F: t
::: ~l..,:r':c',,,
T;,:.:~;:"r'
I
I
I
I
.'-0:3<$:'
:~~\.
t~~:~,:::)~:
{':(?#:.: tc<; rX'(';f.:j-.: ;f!t j.
".
;<~4
?~ <f .:<
" '\.J( .~~' :
:/:.....,: ;"(> ;','}lA" !?~':~
. $ ~ /i':p.::;;' t:-:
''--;'"
; :.....:.\!f. .; :',/,-.. ,. . ~
i~" , ~\i'~~~' j; I ~
i~Si@ ~"<.,, ,,\., ,.i+ "',""
FJA/lt)'? '..,'} ::; .
, '.wi
:)r:'::~i:5.: :::~',{...~I.'),--;,{):? .':~.f;'
.x:."P .J2'"
D. '~1
\~':'.{':
Dt :='.f(.~ :'F\ .t~~'!j U.~t,(;\::';,;t:f'.:'
"~: ,.".:
(J;,' ~;. ~,. <~:'.y,
PROPOSED
OFFICE SLOG .,
AREA = 11,350 SF GR~
;;~Xt1 FFE = 33.50
\......J..>><
,,'j ~.:. ~ ';' ~:' ~:: .::J ,~~ ::.:}.JCL: ~~ .::?:;' t
($'o'o..l' "
~~~l.':'\ v
.:}n;.'(o;
i
., f,,~,..... . ,..j.. 'l
~. r\ ;1
~-::(""'e
~':<
: ,:
..........,\
,~-
:>~~~:::' DC\,O tt:~ P.<:i V ....PE{'
19'
l-."
19 ',..
10'
24'
~"",,'i2"
,'-, . \
. h".. '.''')
~t\' 2'" ,,-
/'/r<, . \/.,;;r HC RAMP
hWh. 6'i:,~h":;U:;<~ e'. h'~!"'P.~,~ r
,~ .~
"
~~'~,: ~.~).
f~i~:
::~;. {Y: '; ':'~'~: ...~.::.{'.~ ?~+ 'i-.
.'. I'
~:.:. :'r.:"F.:.?{
",.-of ".,\.
.. . t~h' ,w' .....;; '2')
;':'. ~
I
J
........01
......,..;
~
I
~...,.......
N~t^f',,-
,'t~
;;i.::y:;. :T.\ i.l/:'_~I: : ;.....;.. ~
,,'
~.
"" :
:~:C:\'dTL:-;: <::=H'{.({.?Y L.:~::. .HJ
/':. :..h,::,
::.:.
.?J' '"SINGLE. FACE He: SIGN
.~"y\ # FTP-26 PE~'FOOT
\,",'\ INDEX #. 17346
. . ; ,'- ON F AG,S, OF aLDG
"".,' ,,, !
/X">"''':
{.~.. ',~ '):
~.,{' ,.;:. :
""'1'
'j i,., ~;';
r--(~::E:HE~E~~~P~ DET~I:;!i"i el!\!." iN(
~ ~ \' t. ,';u,,"" ': ;,';/A/" fl'>." hI',;.,,;,;
. ~'.\ ~ ,;" ". ..,.
I ~6' HIGH WOODElJ
~ .' .\,~;;:' SCREEN FENCE
6" CONCt--PAD
/' ~..\
, .
~'=i~~iH.4/
l?B' .0 C~ 37..j u.
~
'.'>
, .
k,::
J':-~ I
~""..
~
v
~ ../\..
/(.::-'{:
20' STREET VISIBILITY
SIGHT TRI~GLE (TYP.)
(. .
....
I,.'t." i..../".....,.,
" ~ .' (.~::.:m~...x) "~.,;.'
. y .~<
f.: l.V"/:; ~,
..;
! i
Ii ,_
.' <=
.:'~:.':~ -:
! :.{::; ~~
l \. .'~ ,
i~jH:~:;:'~ ..1
""'7\
{.:~J.
'~'
;1 [
Ii !
, .
t i ~ ".
~
,
[01
: -
(;
.
. ,
Y8;JP~;'
~ t:.
~ ~::~
in
.. ..f'J / ~.),
'....~
... ....-..<,...
. .' > '~'."
z,
V"
~ ,:/2" /r :"1' ::>..:..:'
..(:
,'< .
('of~:;peG ,~.o,..;
(".<;M5905)
!."<.':/:
........:..
. .,' :
~ !
S:!.':~9 :?2 :.! 7 .:~..
... /{)~,:nd....
/. /~.\
-mi")-}"-' CURB/; " '
'&'dtfTtt~j(TYP :),/. /
., i'N c)PARkiNG: FfR'E DEP ARtMENt"'"
CONNECTlONR SIGN PER
FOOT STANDARDS FOR INFORMATION
S1GNAGE
fl( .:?Sp.~;~}{ p;}'Mmf:{.:~
4" WHITE TRAFFIC
PAINT (TYP.)
3~~. './' .::.:.'(.:;-..: r...OF... MiA)' .., $>',t/ r
GENERAL NOTES:
1. ENGINEER/LANDSCAPE ARCHI TECT:
KEITH ZAYAC & ASSOCIATES, INC.
101 PHILIPPE PARKWAY, SUITE 205
SAFETY HARBOR FL 34695
(727) 79.3-9888 Bus
(727) 793-9855 Fax
117 N MCMULLEN BOOTH ROAD
CLEARWA TER, FL 33759
16-29-16-19926-000-0010
"a" OFFICE DISTRICT
RESIDENCE
8A. PROPOSED LAND USE TABULATION
IMPERVIOUS SITE AREA:
VEHICULAR USE AREA/SIDEWALK:
BUILDING PAD
TOTAL IMPER~OUS AREA
8B. EXISTING LAND USE TABULATION
IMPERVIOUS SITE AREA:
VEHICULAR USE AREA/SIDEWALK:
BUILDING ONE
BUILDING TWO
TOTAL IMPER~OUS AREA
13,703.00 SF
4,338.00 SF
18,041.00 SF = 0.41 AC (0.62 ISR)
2. SITE ADDRESS:
PARCEL 1 10:
ZONING:
3. PRESENT USE
PERVIOUS SITE AREA:
OPEN AREAS:
TOTAL PERVIOUS AREA
11,044.00 SF
11,044.00 SF = (37%) 0.25 AC
PERVIOUS SITE AREA:
OPEN AREAS:
TOTAL PERVIOUS AREA
4. DEVELOPED USE
OFFICE BLDG.
5. GROSS SITE AREA
29,085.00 SF 0.67 AC
IMPERVIOUS AREA +
PERVIOUS AREA
18,041,00 SF = 0.41 AC
11,044.00 SF = 0.25 AC
29,085.00 SF = 0.67 AC (100%)
IMPERVIOUS AREA +
PERVIOUS AREA
6. TOTAL GROSS FLOOR AREA
11,350.00 SF (0.39 FAR)
12,588.00 SF
7A. PARKING AREA
7B. PROVIDED INTERIOR LANDSCAPE AREA 1,294.00 SF (10%)
7C. REQUIRED INTERIOR LANDSCAPE AREA 1,259.00 SF (10%)
i'::"(/:'J
";.>/;'1""f r ~?O:;' ^/'
".. ",. ,.,. "". ,..
:::~<;<: ;:' ,.y
802 SF (0.02 ISR)
1,304.00 SF (0.04 FAR)
1,250.00 SF (0.04 FAR)
3,356.00 SF = 0.08 AC (0.11 ISR)
25,729.00 SF
25,729.00 SF = (88%) 0.59 AC
3,356.00 SF = 0.08 AC
25,729.00 SF = 0.59 AC
29,085.00 SF = 0.67 AC (100%)
GRAPHIC SCALE
20 0 10 20 40
~II I
( IN FEET )
1 inch = 20 fl
LEGEND
TYP
TYPICAL
R
RADIUS
R/W
RIGHT-OF-WAY
...
6-
(0
PAINTED TRAFFIC ARROWS
HANDICAP PARKING
PROPOSED PARKING COUNT
PROPOSED CURB & GUTTER
(FDOT TYPE 'D')
- - - - PROJECT BOUNDARY
9A. PARKING TABULATION
REQUIRED PARKING (COMMERCIAL OFFICE BLDG.)
THREE SPACES PER 1,000 SF OF FLOOR AREA
= (10,800.00 SF FLOOR AREA) / (1,000 SF) x (3)
= 32 SP ACES
9B. PROVIDED PARKING
STANDARD PARKING SPACES
HANDICAP PARKING SPACES
TOTAL PARKING SPACES PROVIDED
10A. REQUIRED SETBACKS:
25' FRONT
20' SIDE
10B. PROPOSED SETBACKS:
=
32 SPACES
2 SPACES
34 SPACES
10' FRONT MIN.
10' SIDE MIN.
11 A. REQUIRED MAX HEIGHT
11 B. PROPOSED BLDG. HEIGHT
30'
39.5'
12. THERE ARE NO KNOWN EASEMENTS ON THE SUBJECT PROPERTY.
v
z
z
. z
U~
zo-
-
v)lLJ
uJ~
r:::
~~
Uo
O~
\1)~
\1)<(
<1:~
v.'b z
U~
~v
~~
1:Z
t-~
uJ~
~U
If) If)
~Q\
f-;J~
t:M
::;l<
<fJO
~~
~O
;,Let
~cl
c..O
Cl:l
wa:
~:2
::J;,...
~~
QV)
~
9-
v
....J
~
00 If) ~
~~::c:
~~~>-
~g;
r-:I';
""r----
r----~D
W ~
Z d
~~:;;
c..u..r5
1O
0)
Z ~ ~
Ou~ C'J
~Z~ ~~
u~~ ~1O
~ ~ o~~
~~~O~N
E--t c..J Zt-l N r ~ ~
mO ~~
Z ~ ~ ~ - N
oo>~~~
~-O
UZ~~~~
E--t ::CU ~ ~ z
o 0) ~O
~~O ~g:
~ 0 ~
P-t N ~
~
~
w.
c.J
Z
~
~
~
~
~
c:n
~
u
~
~
~
o
~
~ ~
~ E--t
c:n ~
~zu
~ 0
F
<(
u
o
....J
~
U
W
-,
o
Ck:
a...
w
:::l1;
<(
z
~
u
w
-,
o
Ck:
a...
N<(<(
~<(<(
~~~
1-1-1-
~~~
...J ...J ...J
uuu
l.J...l.J...l.J...
000
>->->-
1-1-1-
uuu
O~~
I-WW
ll..o....
W
:::J . .
(f)>>
(f)ww
-~~
I"')
000
c:5lCi,.,.;
NNO
~NN
-r-
-r-NI"')
~
~
E--t
~
~
~
~
~
~
u
~
o
z
j
P-t
~
E--t
~
m
w
:::l1;
<(
z
~
w
W
I
Vl
>-
(D
z
o
l-
ll..
~
U
(f)
W
o
W
I-
<(
o
D:::W>-Vl-OZVl
o
z
1.0
N
1.0
1.0
1.0
o LU
Z .
Z 0..
O;;Z-
~~~
I-Lri"
(f.)o....J
acri~
LULU....J
a::LL.<(
SHEET
e"
Z
ii:<
<0
~:gj
~.~~
~~ ~ (5;.
iil...Jet:
, <w
Vlww
~ ~~~
zww
::JVl
VlO
oOw
::JmD:::
<~~
>wVl
I-wG
~~~
5 OF 1 0
E
~
C:i
..,.
8
('oj
ori
o
.0
~
0>
.
'C
..-j
o
I
,..,
('oj
I
('oj
I
,..,
o
I
en
('oj
('oj
./
c
o
~
~
c
o
U
./
0>
"0
iIi
Q)
o
25
'C:
:0
c
Cl
~
j~
u ~
~ Co
Z c
~ 'i
:l ~
~ Cl
"
:~:.t::
~~ '
"',
," "',
:..~ j
, '.
.>'"
"-:.'~~:
..,..... .
""""
. """
""
." ~.
',:
-'.'
;."
!......
" ./
>>.
.~. .
",
C"
. : ~~.
,..
).,
:", ~'.
:.:":
\ i'.
',i ~
(('.
i,",
.~ i
. :I:
i~;
MH 8
RIM = 31.0
(E) INV = 28,
. '. {S}.--IN-V.=26.85
FOOT INDEX #201
; ,~
(;
. ........ .~:ty;2;'J; ..
f.
.~.
!:;
."
~:. ~.;
. .,~~
"
,
"'~
",. ~...
"""'" ,.,,'" ............--..~..~..
it MD{\'~~~j;< Bt~{~,: (~~)......x~'il;i:;' '.X! 46'
"[!
, .
. <
: !
j!
{ ~"":1
: ~.~
, w1
:"::::
, '.
"
r',
I ;~?
.y:~) ,7 ,~;< ~ .S} l:~'
/': (.' ~
z./(~)' t:..
i:
>; / :::;;)1" ..;\;{(
,'::.~f<)6' <;~. .::.:":5:"':"?;'~'~{ .'.:'
." ~ ~ ~
: ~.'
....:.yl'....
~"}~1y..b '
'>
r:~:;~~;
,.:.,~t:J...
,.'.,~' /':~.; :'(,~ ~ :J".~" : R5":.
:"'"
:~~
<::
f.~f. ;...:...) ~TY. .'~~r;' !.:'.'-.;',:,'.\;(j~~'::V
;~:
;)(::--.:(; n.:s /:,.{/,:{}~l"/();: /A ;H~.j:
\.
.~~:~:
, ,..''<<
.~>~;'.:.
.~~~.
.....<T>>~.
ni~ i':.<(; /,~.~ ')/:i M 3 ~'f;:
~. .~.
,
~.';'/~
,.>>:~,S!'+
::-~ ~ ~::C",;'(..: n:") /..:i;'.;t .' :..'~ .
~~i!j~~;,;:=
"
:fPD::
,.;;
[.>
G{~
:. ...::.~:'.:'.;.:";'
""
,=s~
{~:) -,>r,,";i~,'3 ," 'w ,', ;'N....
:\
..:~, ~,;...
.)
~ ~..,.., ,~, ,',-'{h <, iP".',,';
~~ \ --; fl
:...t\. i-;( :''''/''i P .~'f.";'f: t
''',""
/
;;'i/;:: /
,
f' ~
:>~) ,'? !~~.,,/S^' Cc,opf}d /{f;.(:
: ~ F?:){f (r~.:;r.J~:JjO~~'i)
. ':':.~ : (~:;(/
:"('~ ~:':)(j
~'.,'1 r:
.".{"; ,:
~:~{l::.~..i :?::; ; .f>~ ~.::
f< : :;~! ~ ~. , ,
~v ~ K' .............~~.h.. W ;.;:~ N.~",,,,,,,w .:?:.) ;':'\'l"
-1(L
.........:<C'A.\. .
" ~"
~/.t:JL:.... ..
r,S
..... .....{0~'..\..
23LF - RETAINING WALL/CURB
(SEE SHEET 8.4 &: 8.5 FOR STORM
CHAMBER INLET)
STORMWA TER POND
T.O,B. = 31.8
BOTTOM = 29.8
S.H.W. ELEV = 29.0
\\
12)(18 ERCP
INV = 29.80
-~/-"-
Design Notes: CULTEC Contactor 100 and
v
EXISTING 30" PINE
TYPE "0"
CURB
18'
t
Contactor 100 is 7.5' x 36" x 12.5"
ELEV= 32. 30:1:
.>...
ELEV= 32. 21:1:
. Design unit based on recommended method of installation.
. Capacity of void provided by stone is calculated @ 40% of total volume.*
. Capacity of Contactor 100 is 1.86 cubic feet per linear foot.
. Design unit capacity is: 2.97 cubic feet per linear foot.
. Total Stone Required per unit: 20.74 cubic feet.
. Total Area per unit: 22.50 SF
. Depth of installation to top of chamber is 1.55'
. l' stone border is required around the chamber bed.
"'::::.~"7."-:~n'j.n~)77,--r;.-h7,t''''7l7~~~<:~..'77
(7'.--<,S..:/:<j.,;;.<,-"<;::;;;<,s:;';yv.>y:;',,' l ',/>-:>''-.
~::::i~:~>&~~~>'::2~i;:2Z~>-'
Manufactured by CULTEC Inc. of 878 Federal Road Brookfield, CT 06804 USA 203-775-4416
· Stone used for backfill of chamber should be analyzed for true capacIty
and percentage of variation should be taken into account.
"A-A"
SCALE:
100HD
GRAPHIC SCALE
2~
10
I
20
I
40
I
( IN FEET )
1 inch = 20 ft.
LEGEND
TYP
TYPICAL
147,00,,",
PROPOSED GRADE
EXISTING GRADE
.
PROPOSED INLET
PROPOSED UNDERGROUND STORM WATER
TREATMENT & ATTENUA~ON AREA
~
SILT FENCE (TYP.) DURING CONSTRUCTIO
(SEE DETAIL, SHEET 8.0)
PAVING. GRADING
AND DRAINAGE NOTES:
1. SEE GENERAL NOTES SHEET FOR EROSION AND SILTATION CONTROL
ALONG WITH GENERAL NOTES.
2. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA.
3. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH
MARK (TBM) LOCATIONS.
4. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED
IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL
PREPM":D BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS.
5. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR CITY OF CLEARWATER
AND THE: FLORIDA DEPARTMENT OF TRANSPORTATION WITH REGARD
TO IMPROVEMENTS WITHIN THEIR RESPECTIVE RIGHTS-OF-WAY.
6. ALL DISTURBED AREAS WITHIN RIGHTS-OF-WAY TO BE SODDED.
7. ACCORCING TO F.I.R.M COMMUNITY PANEL # 12103C0129G
THE SITE IS LOCATED IN FLOOD ZONE "X"
(AREAS DETERMINED TO BE OUTSIDE OF 500 YEAR FLOOD PLAIN).
EROSION CONTROL MEASURES NOTE:
REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE
BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE
CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 AND 40D-40, F.A.C.
INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION
373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000
PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS
CONSTITU-:'ING A SEPARATE OFFENSE.
STORM WATER CALCULATIONS
1. REQUIRED TREATMENT VOLUME::
(f) (0.67 AC) (~) = 1.216 FT3
ATTENUATION CALCULATIONS
1. FDOT ZONE VI: Tc = 10 MINS" i = 8.5 IN/HR
Cexist
Cprop
~>.
(0201 (0 ~gec1 -+-. g~'\(O Ol!o<l) = 0 23
(D,1l9 + 0, des .
(o.lIlIl (0.4' "ll) -+- (1 001 (0 Ma7 11",,1 -+- (020) (0 20 II",,)
(0.41 + D.D1l97 + 0,20) ace
0.75
\ VOL = t i A (Cprop - Cexist)
(6~".) ( ,ft") (43~ ft) (10 mins) (8,5~) (0.67 acs) (0.75-0.23)
. VOL = 1,792 fe
TOTAL VOLUME REQUIRED = TREATMENT + ATTENUATION VOLUME
= 1,216 ft3+ 1,792 ft3
TOTAL VOLUME REQUIRED = 3,008 ff
POND DRAW DOWN CALCULATIONS
1. REFER TO ATTACHED MODRET ANALYSIS
TREATMENT VOLUME (1,216 fe) RECOVERS IN 13.1 hrs
\J
Z
Z
. Z
U~
ZL
~~
1:
~~
Uo
O~
\f)~
\f)<(
<{~
vb Z
U:5
<(
>-8
~~
I:Z
J-~
-uJ
uJ......
>
-::Lu
If) If)
00\
N~
f::M
5<
lflO
>-=';;2
<0
~Ii
~
~c:i
~~
~f
::L-
~~
Qlfl
~
q
v
...J
~
00 If) ~
~~;;
M .~
Ri9
r--:~
~f:::li:l
w ~
Z d
~~~
Q..",-W
LQ
0)
Z ~ ~
OU~ ('J
~Z~ <~
U~~ ~LQ
~ ~ 0:= C\1
~~~OO~
~0~Z~&:~
rn 0 ~
Z.......:l~~ ~C\1
oo:>~~~
<-0
U53~~~~
~UE-t <Z
o m ~ 0
.......:l~O ~g:
~ 0 E-t
~ C\1 ~
~
<
rn
o
z
~
~
.......:l
~
~
o:l
~
U
~
~
~
o
w
~
<{
Z
~
U
W
J
o
c::
a...
~
~
~
en
~ z
~ ~
<{
U
o
....J
~
U
W
J
o
c::
a...
N<t:<t:
~<t:<t:
. . .
0:::0:::0:::
~~~
3:3:3:
_.1-_.1 ....J
uuu
l.J...l.J...l.J...
000
>->->-
~~~
uuu
00:::0:::
~ww
0...0...
W
::::) . .
(f)>>
(f)WW
-0:::0:::
I")
000
cilcirr5
NNO
'-:NN
"-NI")
~
~
~
~
~
~
<
~
.......:l
U
~
o
~
~
~
U
z
~
~
~
c.J
Z
~
~
<
~
o
w
~
<(
Z
~
W
W
I
Vl
>-
m
z
o
~
0....
0:::
U
(f)
W
o
W
~
<t:
o
a:::w>-VJ-OzVJ
o
z
ll)
~
ll)
ll)
o u.i
z .
z CL
O~Z
~~~
I-Lri"
(/)O....J
6aiCti
UJUJ....J
C:::L.L<(
SHEET
c
Z
02<
<0
~~1Il~
~~
<
ZlL.
~~ ~;~
VJWZ
~ ~~~
::l~w
oVJO
:JO~
<lD~
>i3VJ
f-wl5
. ~~~
6 OF 1 0
E
~
o
v
8
N
.0
o
~
~
0>
~
-0
..-)
o
I
I')
N
I
N
I
I')
o
I
0>
N
N
./
<::
o
~
.5
~
8
./
0>
-0
ffi
CD
~
....
:is
c
Cl
--:':
Ji
c
~ Z
" D.
z: <::
.... o.
~JS
.~w
':.;- ~.
{" ~\
'"
" .,~.
~>:. Y$~""""~"'",V""",,,.'~ ~~,~~
...-:>.
'; .....-,.w.w~r;'*'J
.',
\f;f9>:~ " .
~. .
/.~> / ..~"}~ ~}.(;' }
~;....<~..i"
~. "
~fl"
""ii~ .\\"."
___~" SAN. SERVICE
C 1.0% MIN. SLOPE
..:. .-
.~.':. I
}:
::....
......
'. ".
,,' ,"
'"
,.. .". ..' . .,. I
:'V'. ':,'i'n"''( 1.~... {1- '. ".!J}1. "....,tf.".;; i\.~' .
..:'j'" ,. ;:f 7:;~,\.~\".<' '~f" '.:.1.... '.:'=.'~' ,
~;~
~F'
~./
. ~"
..;.,
,'~f~) ....
'm .:::'l!::.;.~'
.,. '.\~~~~'~i' i' Dr>
(nQ t1d.)
.'~ f~:i:h(j 'A'
",
~ ~. ,,'
v ~:'",'(~".:i ~~:'t~ ;-i~>n~...(ri~>":r
:I
i.,0'f:"; ':..:-:-'
s~:::d
: i ~ ...: (:
}-j
)~() ~)
I
tr:p'e:-l" ...,...
......1.
;>".
I
" .. ," I
/,.,:J N ~..'{{~
I
"
1
<:
v,
/;.,(";1' ~
,/
i
'.'1
,
..~, .
, ,
'<'.
.:..\.;
:?
........... "'. ll~>{~i,
'....~. .'..) /' (?J
.>f.d'; ,
"<
/
~. {) '~ " h~'>..../...:
~'PROPOSED ',;' ^',.., ;"
"
OFFICE SLDG !' "
, "",
AREA = 11 ,350 SF GROS$
FFE = 33,50
.,
i
" , ,
, .,
'- ......:
..........
-.:<
, )~/.
.... .~
,.~,.
:6("
:::::-
..~.
.~,:
:,:,
! 4.(:'
I
(
2 'p<,,"
1\
...... l.~...,
;,
"
/'~
'-. ./
, '~,
,:,~'<"""}8>>
~ .~ ~ ;:
. ~ ,j
,,^'.
.' :\'S'
",
:-,
~,,<
tJ:i:--'e
., .
..) .'1
/1
'.....i" ~<.
~~. =--l.r{ <,
"e:~ce
1.,.../;.
"~, .
t.?t/j'.'ftW.1
... :::ifii>;-.. ~;L? ;;l.~: .1.
!i~~t!"t.s; ';v:, ~~I~t~t I~ ;
......,.... '
',.,.
:---:.
:'
<,,::, i''7:,{) ,
.rH ~1
~"$;;('/"'~ ,.." '~..^'
<<~~~~>( /.
6"
'\
,.1.,'1-..'"
~
.' . ,
'"
".
'.
,~.,
'.
~:...r.
" .
:}<{:'.:l.>!c'
.8:>.... :?~/'"
fjO'9~'"
,',
....,;
.~.!t!.}:<'J1
, "
v,
i), ~(~.
.......
'"
"~~:-.
/
/(9"#'''\ ;
~. / it? .J:i~ F~! F' v:.:.:
"'~'~i ~
',l:' ~ ~>
,,<;.. / f~
i ( ,,/1..,..--,:'
,/.; ... ".:~i ':;,'r'<~,'~'e<~
;:
,Kw, "
, : ...
. i ,)\-1'
~ ,:
.:~.:....
~~t::
"~. .
.~.,:
~:f:\ .",
~' ~0'~~\'~"
',::--,,'-'::
:(')
'"
'>~
:......
.",\ "f-.
':/'..~' ,
",'" ,
.~?(}
~/V. ':;';<,w~~"p0,
~:~'~: \:X;/
/!
.~~' .
~~
'"
'^'
.~.,
k
;.,
t~::...
t.~':~
'. '.:-.
',.' I."......
';-.~, jr',v ~ ~~,
'.&,;.
I!
d ! ~'\.l
'i
I:.
r-"
31. ~1
.J,
.':..."
,~,
"<.
~!?~'
/sF"
", .
~:;. ??'.
8.L"
.: ,'~ ~~, \i<'~ ~.,.,
t:: z; r; ,~</
~ .' ," : .... , ,
;\:. :\? :,?~. ..' "', )
:".; ~::~t:~"/^~;i'^" ~',
~~f~ <' .. .'" ~: .~:
[" ";" "I "..:,.., 'i\Hi
\ '
f,
....
.:':,
i{;;-r::~
',;
"~',:
FiRE DEPARTMENT L.
CONNECTION LOCATION 4.;:,"
. ~-:c.", ~
~~J>:
,,')
.ni:.':::-;~
o
)/:
.)'-'f....'
;).
..
-
('
~\ ,
, . .
\. ~./:
.. \ t.;;-:.:,~
EXISTING 12 ","' 'U
WM "" >
....... ~ ,~
".'" .
... ".
"
".
,'=:'0 ~,~.'
EXISTING FIRE
HYDRANT
/f~/
: J ../'l ;\/
... "....::'~yJl.~~"..
.)'....
..... .~'\
.. ''-1~t~1:'<<'
....: ~ "
..::\,d/.( .
, -;;:-';:":. ~f~~ ~
'/'
'-.-:~:pnc'i ~ p~~V?:'('n:i'~t
':".: :',:' ~,~ ,>..' ~ i~ :.t:)-:. ':~ ~">:. ;<.; ~
/~
--
t"~
"
6" ,"
.: L (i
d
;:
1 ~
~ ,./.~
:;'-'
I:
j:
\,a, ^- .: (,.....
".!,;',:~,~.:.- :.,/ "~, ..... ............. ... . .........7(".;0
~.v,,~.'1.1.
';.,....; .
''.'
. . ~ ~ ,,,..........:,~v.:........'w "~ ,:-;
'~"1'.. 'f.~' ~
C:c.;;;'f.'; ~.~.~j .!f'< j.'~
~ ~S.Vh9)';)
>>>>_:-.'n~~ . ~ '~
~>>'~.x_ -:.~~~ ^"""^W^'N.,....,....... ....,
L. t ~jC !.... ,,:'
'>>f:('.~?~::-.
..>, .:: '':T .~.:.~~.'.:O :l~Y :',:',.:~ =1' ;!<.,:{'~
...~ ~
'v.".W
.":.~:~/;.::.'.~ "\,:.~. v....:.k\'()WN
<, .:'., . .:~, ~ ~~,~~(;8r.x.,..:': ;f<..: f
.(,.:::.:.~,
~;,#.~j ~~.~: \;() .1;:'.3 (i::FAP .!.r....~.'i.:.
,,,~.....J
~Ii,
.:>:.t'i~;;:..) ,:"'A~:~
:t'J<';':
HC~
.~-::.
./ i',.:).>.:~. : ',..., .....
: '.: '~
:""~[i';<':,~,'~~' .o.""'! ' !::':~L'
"'" ,)
""'......t,
~ ':}
, .&
'~p'
f.j.::: ~ (.~~ :.,~/':.V~~',.~~:..,;( : ::'r';."
....' iy(':-.~' ~ > ';' i'~i" r' :, .~::' ;"::'.!
'(.f.'''''%o.~
% ;
~,.
. :-... ~ }~~. ',) '", '., . q .
~ \' t.. D"N,
~'\ \. ~ ,;
;'~ -, f~;'/>4...?f{ ;~N >)~ }.~,.:/ t". i},J/;.(
. .,)~~.. 9 :::~,;) .' :~~;>' '~:
9~) ,: :~.~f '
...'......')
/
,>./
')
/'
...../~
.'i:'..
'.... " ....l"
'~;......' : ~.~ , ,
GRAPHIC SCALE
20 0
~
10
I
20
I
40
I
( IN FEET )
1 inch = 20 ft.
LEGEND
PROPERTY LINE
-WTR
PROPOSED WATER SERVICE
WTR
WTR-
-55
PROPOSED SANITARY SEWER
55
55 -
QC,Q,
PROPOSED CLEANOUT
.~ .,
"
EXISTING WATER MAIN
EXISTING SANITARY SEWER
UTILITY NOTES
1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION
AND ADVISE THE ENGINEER OF RECORD OF ANY CONFLICTS
IMMEDIA TEL Y.
2. CONTRACTOR SHALL NOTIFY AND COORDINATE WATER
SERVICE WITH CITY OF CLEARWATER UTILITIES DEPARTMENT.
3.
CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER
SERVICE WI;-!-j CITY OF CLEARWATER UTILITIES DEPARTMENT.
CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL
POWER SERVICE WITH LOCAL ELECTRIC COMPANY.
SEE SITE B00NDARY AND TOPOGRAPHIC SURVEY FOR LOCATION
OF OTHER EXISTING UTILITIES.
SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES.
4.
5.
6.
7.
INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS
APPROXIMATE AND IS NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT
OF CONSTRUCTION, CONTRACTOR WILL FIELD LOCATE & VERIFY
EXISTING UTILITIES e.g. TYPE OF UTILITY. INVERT. CONDUIT MATERIAL
ECT, AND CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES
AND/OR CONFLICTS.
8.
INSTALL KNOX BOX KEY SAFE FOR EMERGENCY ACCESS
PER NFPA-1 3-6.
9.
UNDERGROUND WA TERMAINS SHALL BE INSTALLED, AND COMPLETED
AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241.
FIRE PROTECTION NOTE
THERE IS AN EXISTING FIRE HYDRANT LOCATED
APPROXIMATELY 3 FEET INSIDE THE SOUTHWEST
PROPERTY CORNER ALONG SOUTH MCMULLEN BOOTH RD.
& BAY LANE.
i~\.:~ 'J
; '~):...{.
;. :~, .
\J
z
z
. z
US
Zc.....
v)uJ
uJ~
1:
~~
Uo
O~
\f)~
\f)<(
<{~
ut z
U:5
<(
)-\J
z
~cL
uJ
uJ
J:~
~~
uJ;
~U
L(') LO
~~
~r<'J
::J<
<f10
;>:-
<~
~O
~u:
~cl
(;..~
w~
~~
:L-
tt
5<
__ l/J
~
9-
v
..J
o
<
00 II') ~
~!!l~
O'~>-
~~~
. t-- J:
t--r---:f-
~~w
W ~
Z =
Ox<
J:<~
(;..w...w
LO
en
Z ~ ~
OU~ cYJ
~Z~ ~~
U~~ S~
~ ~ ~
~~~OO~
~ c.J ~Z g~ ['-
r:n. 0 ['-
Z~~~~~C\1
OO~I--lO['-
U5S~~~~
~U~ ~Z
O en ~ 0
~ ~
~~O ~~
~ 0 ~
~ C\1 ~
~
~
ifj
c..?
Z
~
~
~
~
~
~
~
U
~
~
~
o
~
~
~
~
<r:
~
w
~
0(
Z
l-
t)
W
-,
o
~
a..
N<t:<t:
~<t:<t:
. . .
0:::0:::0:::
~~~
3::3::3:
_L_L..J
uuu
LLLLLL
000
>->->-
~~~
UUU
00:::0:::
~ww
a... a...
w
:::) . .
(/)>>
(/)WW
_0:::0:::
"'-NI"')
z
o
F
<(
t)
o
-l
l-
t)
W
-,
o
~
a..
~
~
~
<r:
~
~
<r:
~
~
U
~
o
~
~
~
U
z
<r:
~
~
~
~
~
~
~
~
~
LJ
~
0(
Z
I-
w
w
I
Vl
>-
m
z
o
~
a...
0:::
u
(/)
w
o
w
~
<(
o
a:w>-VJ-OZVJ
o
z
IJ1
f;:j
IJ1
IJ1
o u..i
Z ,
Z 0-
Oc;Z-
~~~
I- IJ1 .
U)O-l
0CIi~
WW-l
D::u..<(
SHEET
e"
~~<
<0
~ ~~
~ e,,0.
iil.....e]
VJ<w
VJWZ
~ ~~~
zww
::>VJ
VJO
oOw
:Jma:
<~~
>WVJ
I-w5
~~~
7 OF 1 0
'c
:0
o
Cl
<:
J~
lD~
E 0>
~ .~
~ .
=: ~
~ Cl
~
v,
.~ I;"'~ v~.
5).~. G
~llrJl~
I 5'-0' i
/
HANOICAPPED SIGNS
SEE INDEX NO. 119
CONC. WALK
RAMP DOWN
SEE INDEX NO. 109
b
I
..
I
I
~
I
.
o
I
io
5'-0"
~ ::..;~
12'-0'
~'-o.
'"
RAWP DOWN
SEE INDEX NO. 109
CONC, WALK
TRAFFIC WHITE '
I ~B' WIDE 1RAFFIC BLUE
V SlRlPE (l'tPICAL)
VS' WIDE lRAFF1C WHITE
STR1PE (T'l'PlCAL)
"-0' .. ~'jjl
HANDICAPPED STALL DETAfL
NOTE:
All pavement markings to be thermoplastic,
1. Single row of Strawbales or Silt Fence to be placed prior to the start of
rough grading.
2, MAINTENANCE: All erosion and siltration control devices sholl be checked
regularly, especially after each rainfall and will be cleaned out and/or repaired
as required.
-
ADJACENT
HOME
E
o
;;:;
o
.
8
N
.n
<::)
.0
II)
I..L..
0>
~
"C
,.;
o
I
I"')
N
I
N
I
r<}
<::)
I
en
N
N
./'
c:
o
=fl
2
1ii
C
o
U
./'
0>
"C
ffi
II)
o
~
~ LAKE ~
r----.......
~.....
----
-"",,1:\
....::..:,..,
. A.C,
TYPICAL DOUBLE'
HANDiCApPED STALL
..5/99
)
~ __mbl.d SlIt FM" L
/ or Str'owbol.. (optional) ~
PROPOSED
FOOTPRI NT
OF HOME
ADJACENT
HOME
~
M,Q.
:. <'.'~.
.ww...I!\,!Lww w'
2Of2
(PROPERTY LINE Evenly .preod .trow
tram oproxlmotely
V 4-5 etrtl\/bolllll
, .','.' , . .' '''. ^ . . ' ' tull width at R
~S:<" >'f'?';::~f]f~:~$~ (II 15 t$
~'~~~~~ ".~,
'-- CURB ar: GUTIER
~ CI1Y STREET ~
REV,
2'x2- Stokllll
2' in the ground
WIre 11e
EXPANSION JOINT
NORMALLY 48'
MAXIMUM 50'
STRUCK JOINT
Balllll butted
tightly together :: .;.'~: -".
...~~
'~%t~ .
..._.~/ ~~~~1t:t~ ~ ~
,,;,,:'r~~:.t.;.;:;:, ~r---,.,.~ I ~~'
'~'~:9~}'i:';:;~~'~' ~.ill;~11l"~'~ ~~ ~
)~:~;::~i}~ .,~. I'~~-; ~
"~~ ~~~.~ ~
~ ~ ~~ ~
STRAWBALE SILT BARRIER
<Sow I ,,, \< ~ ~ ~
LfS1tt Stop V' '\v. ~
POlIt "'- _ V' ~ ~ ~
~".."\ ~ ~ :~ ~ \<
~. ,. Sf' :.t.:,., ~ ~ '--~. .' ")~~ ~?(
\r.i%\~.;<<,o( '....':.~~ f).'.... ,V' ~,; - <;}
Native ~~' :{/ -.,...."'. >. ',' ,.., ~ -..::...... ~
S:~ci~~~oEO . .'""'~~;';\\ji~ii~:!.~~;S~~5;::;?~t~t;;;::7
PREASSEMBLED SILT FENCE
DATE
DE5CRIPlla.1
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRA TlON
ENGINEERING
SINGLE FAMILY HOME
EROSION CONTROL DETAIL
TEMPORARY STRAW8ALE
SEDIMENT BARRIFR
WIDTH, SEE NOTES 5 & 6 BELOW
TYPICAL SIDEWALK PLAN
1
~
1/2" BI1UMINOUS STRIP
BROOM FINISH r'\
, . . ~jl' '" ~_." '.'
, .."(". .... . '"
)...~~::~,::~y.::j: :)},:.::::::~:(:
::~i::i:?:l:~: 70~:.~~;r.~~:;~:'
REDRAMj BY
PIlO
CHECKED BY
..0
DESKlNED BY
APfJ. IUl
2~~~
INDEll NO.
IIOJ
lor'
EXPANSION JOINT
STRUCK JOINT
EXPANSION
JOI:l
<
4'
R/W
12-
MINIMUM
I.. · -I
EQUAL TO SIDEWALK
WIDTH (6' MAXIMUM)
t
. ~ STANDARD PRE-PAINTED
./ DISABLED PARKING SIGN
~ co ON 1/8. lHlCK SHEET
· ALUMINUM
I"
~jo. (J)
.
PARKING BY
DISABLED
PERMIT
ONLY
i
,. o.
{~~:, 'H W
~
,~SEE NOTE
. 5&6-
"It jl
~!"7m .... . :......:... .-Y.hY...
~"< ~".: .'.~ ',' . :. .:. ;" :--y~',
, 1 11
50 MAX,
COMPACT
'M-lITE BORDER
&: SYMBOL
BLUE BACKGROUND
BLACK BORDER
&: LETTERS
'M-lITE BACKGROUND
co
.
TYPICAL SIDEWALK SECTION
DRIVEWA Y
5" RESIDENTIAL
6- COMMERCIAL
.1.~" ~. ,:.., :;:;0: .. :...'1
.... . .~... I
50 MAX. 1 I
COMPACT I
I
BLACK BORDER
&: LETTERS
'M-lITE BACKGROUND
$255 FINE
F,S, 318.14
(J)
.
t-
h''':~-
11
12 MAX,
ALL LETTERS
1. SERIES .C.
~ -oJ
;-i I"
!II 9.
TYPICAL SIDEWALK SECTION
ACROSS DRIVEWAY
--
'\\,'W
L"..
n 'O/J/\\/_\VUA\
2. HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
. . :.......:' .i!I'.1 I 4' ...... .;),..... ."
.........:~:..........'" .., .........:~........ ~
..... '. . :.::..... . ': I h. iI'.. . . . 'j,'.. .
. '.. .... .' ~.. it' ...... . : '.1 I " .... ..' : "~. . '" .
I ill-I I I .;d'!1 I, ~.:. -II r~1 I I .....-8.X2.-6- CONCRETE MASS,
- . I I.. - FINISH TOP OF MASS LEVEL
--111- I I - '" WllH A SLIGHT RAISED WASH
_ .1 I .....1.:Z1 1 ~ APPROXI~ATELY 1/2. ABOVE
- ...I I, ..r -I · LEVEL OF TURF/SOD.
tJ"'II~"
'. L..J '.
. .f
. .
. '"
. . ",4 . , . '.
i 8- }
(J)
.
.' ~ ..:
L
t-1AND ICAPPED SIGN DETAIl..
1.18....
Building Block Laid 6" From Throat
Web Horizontal.
-
-
.' .... ....
"......:.: :..
A.C,
l,i,g.
l,i,G.
HHTYPICAL HANDiCApPED
SIGN DETAIL
Spacer
Block
" . ~
...j.(;}i<:. .
. ai ~~:':~\~:. ~~ .;l'
'. .~~ .
":\'];,'::/<'~'.~:~:./":~) ,.
Roll of 12 1/2- Guage Welded
Fence, 2"x2- Mesh, 8"-10"
Diameter Fflled With 3" Stone.
Spacer Block
NOTES:
1. Fiberous filler material in front of block
prevents gravel from washing into structure,
2. 2"x4" Behind block and across throat helps
keep block in place. Place in outer hole
of spacer block.
3. Bales of hay and sod, similarly placed,
may also be used,
, 5"
4
';.,.,.,':.;.>... ~TI
.:t.,1:'.U; }0;~n ~
~~
N"11lO (
o ,.,~
III 0 -0
CD c
I g ~ c
c..am
N (I) CD
~ LO
~
STRUCK JOINT
NOTES:
1. SIDEWALKS SHALL HAVE TOOLED EDGES.
2. CONSTRUCTION JOINTS SHALL BE LOCATED AT STRUCK JOINTS OR EXPANSION JOINTS ONLY.
3. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN AND ALONG EDGE ABUTTING CURB.
4. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" BI1UMINOUS EXPANSION STRIP, AS SHOWN.
5. SIDEWALKS TO BE 4' WIDE EXCEPT AS OTHERWISE NOTED.
6. SIDEWALKS ABUTTING CURB: 6' MINIMUM WIDTH, W/EXPANSION JOINT AT CURB,
CONCRETE SIDEWALK
CONSTRUCTION DETAIL
NTS
'\
II
It')
I
a~
-0
c:::
c
m
TYPE D
Straight Bars 2"x
Retlculine Bars
1" 1/1
Bands ~ x 4
,Approx. Weight '00 Lbs.
~/
1" ~/
\'XlO
5r~1
I
GRATE
ELEV=31 ,30
2'-4"
2"
'=-~ I -=-
II
o
I
~
,," 1'" 2"
M~~
T-L
~
--L
~:r c::=l
II
o
I
~
L
J"
I~
,-
3'-4"
2'-0"
~I
PLAN
3'-4"
2'-0"
u
II
N
SECTION
TYPE 0
Grovel Filler
2-x3" Perferred
Fiberious Filler Material
/ / Building Block or Drflled
I / ~ 2-x4" Timber
~.
T l
2-x6"
Sill~ Y
Spacer Block
:}
',",' ',,"
5/99
.........'19...
1 OF 1
CITY OF CLEARWATER. FLORIDA
ENGINEERING DEPARTMENT
REDRAMj BY DAlf;
T.L~, 9/6/94
OEKED BY TEMPORARY SEDIMENT INDElC NO.
APPRO't'EO BY TRAP AT CURB INLET 604
APfJ, 1or1
REV. DATE
DESCRlPlla.1
Il
ClO
1"
24
-- -#
~ IH
,."
()
8"
i-=-
11-45f
20'
.....
21._.... ' -
~I .. I ~~L
~~tf
FOOT TYPE "0" CONTROL STRUCTURE
NTS
8. NOTES
1. Fasten skimmer with 4 stainless
steel bolts w/ lead anchors
2, Seal 011 edges of skImmer at
contact points with structure with
waterproof caulking or approved equal
~
.. ti,o,
~16.
..
\'l.,
~,(\
-\
!
I- 2-1/2" min
.
N
.........
..--
I
.
~
"I ·
L()
,~
.I~
L
~
7-3/4"
TYPE A
SPACING OF POSTS
TO BE 6-10 FEET APART
Ii: '
I
2' MIN,
4>
. *, :
,<:",
'-.
"',' .7"...
... /" \:''-.;:
'//~~<):;:,,~~</<:
FILTER FABRIC
MATERIAL SECURELY
FASTENED TO lHE
POSTS OR IF USED
lHE WIRE MESH
\
APPROXIMA TEL Y 8
INCHES OF FILTER
FABRIC MATERIAL
MUST EXTEND INTO
A TRENCH AND BE
ANCHORED W1Tl-i
COMP ACTED
tx' BACKFILL MATERIAL
>~ I
WOOD OR .:--\
STEEL POST r..<.\
~~ RUNOFF
t~ \
.......
.... ...
\\
1 '"''\.~',,, ". .:\ ~ ' -< /~-
'-. y;.,."',",> ' \\ ~ >-::'->"'" " . '
, ..:', '/\ "\ ~ /,/,
",-"': /.........., '.\ ~...~~ .....,',
''.' \.,,}\' //).;. ".
1 0 INCHES ',' <1'\; </</< ';.(<.
(MIN) <: <~,: '~~Y/":,><';.'~:~'
\., / " " ,1\ / ';" ", APPROXIM ATE
LJ..".:- ~\ ''''X':') >>, 4-INCH BY
, ,,< " '<: "<>~<> 4-INCH TRENCH
"", ,,'" \................,".....'
...~ '.",~,....,:/,"
,
..
\'l.
~\(\
.. ,>\0'
~16.
..
\'l.,
~,(\
NOTE: Concrete to be 3,000 psi, with fiber mesh reinforcing,
-I
1- 2- min
l
#3 Bar
Typical
.
~
..--
I
L()
L · ,
~ 7-1/2" --I ::::t
TYPE C
, "/1/02
Roy. Not..
.; mhhmmmmh hmmm. h h..
FILTER FABRIC
MATERIAL
:: . $ . .. *
i$;',
BACKFILLED TRENCH
FOR ADDITlONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH WIRE SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS
A TT ACHING TWO SILT FENCES
.
L:J
.
Uil
.,
..;....
~
PLACE THE:. END
POST OF -r:~E
SECOND FE'~CE
INSIDE lHE END
POST OF lHE
FIRST FENCE
~t. I ~-
'.-/
ROTATE BOlH
POSTS AT LEAST
180 DEGREES IN
A CLOCKWISE
DIRECllON TO
CREATE A llGHT
SEAL WllH lHE
FABRIC ~ATERIAL
DIRECllON OF RUNOFF WATERS
t t t
~-
DRIVE BOTH
POSTS ABOUT 10
INCHES INTO lHE
GROUND AND
BURY FLAP
. ...... i::;+';'f
:. ' :....: :: : ':"~j !,:'. F
I BVO
B.G....
INSTALLING A FILTER
FAI3,R,IC ,SILT FENCE
7/02
,hElP7 ,,'
1: :5
:") ...".
1" TYPE S-111
ASPHALTIC CONCRETE
v- 6" CRUSHED CONCRETE
z. '/ '/. ~~ ~ BASE MATERIAL
'/ ~;a ~z. '/,m ~ (LBR MIN. = 100)
~,<~<<~"%'\.)~~-12. COMPACT STABILIZED SUBGRADE
A ~~..... TO 98% MIN. MOD. PROCTOR VALUE
o , ~, ~...<v ...<0? PER ASTM 0-1557 (LBR MIN. = 40)
~
PAVEMENT SECTION DETAIL
NTS
~
.
~
..--
I
N.
-L
"".:::';:-:'.':")
R.G.
..
,'l.
~,(\
#3 Bar
Typical
. . ..... r."
. Novo
G.LB.
WH EEL STOPS
REINFORCED CONCRETE
R.C.S.
\.J
z
z
U~
Z~
~~
1:
t;:~
U6
O~
V)~
V) <I:
<~
D
ut Z
U~
<
)-\.J
~~
r:Z
t-~
uJ
uJ;
:L.u
It") It")
~~
~~
::l<
V10
~-
<~
~O
:Let
~cl
~~
E;~
::h..
~~
2lfJ
6
v
~
@J
:?S< It"), ,
00 11') ~
O'~>-
r<i . <
o-b(N
t"-:I'--:I:
I'--r'f-
NN-
I'--I'--W
W ~
Z ....l
~~~
~u...W
LO
(j,)
Z ~ ~
OU~ C"J
~Z~ <~
u~~ ~LO
~ ~ ~ C\1
~~~g3~
~ c.J :::> C\1 ~ l.'-
rn 0 Z l.'-
Z~~~~C\1
OO<-Ol.'-
u~~~~~
bub; ~~
~~o ~g:
~ 0 ~
P-t C\1 ~
~
<
(f)
7/92
117
1 OF 1
c.J
Z
~
~
~
~
~
CO
~
U
~
~
~
o
~
~
~
CO
<r:
~
W
::::!:
<{
Z
I-
U
W
-,
o
c::
a..
N<C<(
~<l::<l::
0::0::0::
1-1-1-
3:3:3:
...J _L,J
ouu
l.J...l.J...l.J...
000
>->->-
1-1-1-
ouo
00::0::
I-WW
0...0...
W
::) . .
en>>
enWW
0::0::
I"") I""~ ~
000
OlOl"")
NNO
...-NN
...- n
"'-NI"")
z
o
F
<(
u
o
...J
I-
U
W
-,
o
c::
a..
~
~
~
<r:
~
~
<r:
~
~
U
~
o
~
~
~
U
rn
~
~
<r:
~
~
~
~
<r:
~
~
Z
~
c.J
REI N FORCEM EN T : 6x6- W1.4xW1. 4
SINGLE LAYER FOR 5" RESIDENTIAL
DOUBLE LAYER FOR 6" COMMERCIAL
R/W 12-
-j fiN':""
Grate J I
---l ~ CI. 0- f-I- -- ~ Eye Bolt
See Index
II
I~ m.. n,..mmmn ('
~14 Bars 0
'2" Ctrs,
W
::::!:
<(
Z
I-
W
w
I
V)
>-
CD
z
o
I-
0...
0::
U
en
W
o
W
I-
<l::
o
O:::W>-Vl-OZVl
o
z
l()
~
l()
l()
ci UJ
Z .
Z c..
Q C!; z.
~~~
I- Ll'i .
(J)o...J
0a:it;S
UJUJ...J
D::u..<(
SHEET
8.0
"
z
5:<
. <9
" Wo:::
~~~
~< ~ "t.
.. lif...! 0:::
, "" < l::J
.' '. ~~~
-hJ'"
-~ ~8~
::JVl
VlCl
ClOW
::::JmD::
.~~~
I-w"
~j!:~
OF
10
0>
~
'0
...;
o
I
...,
N
I
N
I
...,
o
I
C)
N
N
./'
c:
~
~
c:
o
u
./'
0>
'0
ffi
'"
u
::=
o
'c:
:s
~
~ -:-:
~ E
ii ~
~ o.
z: c:
'- "i
II E
::>0
,........
.....
,........ 0
f ~ t
'0
a
o
D::::
.........
01
C
~
.....
a
a...
.........
..-- to
r- 4" Drop at All Drives
- 4" Drop at All Drives
N
2"R
6" t12"
I I -=- r 3"R ~
"-
~i;a0/~ . .. ... L j
t '6.. . . .~~::tl
% ..:~:'::.:<}.::::' ...~...:~j/4"R ~::.
.f- .:.. . P. 4 . .~.
,/,y /)~i/ : '4 . pr-. : ':4 . : . . :.. ...
~ ,6", 24" . I.
/.' Compacted
? . Subgrade.
,<<<<<<~~~~~<<t~~~. ~~
/~~~~0
Surface
N
"-
..--
I
I'-
r Wearing
Surface
xxxx
Base
STRAIGHT CURB
NOTE: When used on high side of roadways, the cross slope
of the gutter shall match the cross slope of the
adjacent pavement and the thickness of the lip shall
be 6", unless otherwise shown on plans.
TYPE I CURB
3'
R
to
I
I r Back of Curb
~,;'
NOTES:
1. There shall be a 1/2" seal joint between
back of curb and driveway.
2. Concrete in curbs shall be 3000 psi, with
fiber mesh reinforcing.
Construction Symmetrical
I-About Driveway <t
^ ^ ^ }(.)(. /)(. )(. x ^ ^ }(.~
/ RJ "'-
Face of ~ ~
Curb ..--
Wearing
Surface
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
3' TRANSITION AT DRIVES
1Q'-8"L -
::;-
4'
Min,
L_
E
o
...,
C:i
I
v
8
N
.n
o
Ll
~
1
REV.
4/i/D2
REDRAWN BY
NollO
CHEacED BY
W,J.S,
DESIGNED BY
~u,~,
TYPICAL CURB CROSS
SECTIONS
Rev, Nabo.
R.G.
APP.
DAlE
DESCRPlION
(DUMPSTER ENCLOSURE FINISH TO MATCH
BUILDING MATERIAL AND COLOR
14'-8"
I
Tie beam with
2-#5 rebar continuous
. I I I' I I I' I
l6" dia, Steel bOlla~ds
.: .0 cone. Filled (typ)
) Uj
. I
I .
f-
swing gate (typ,)
12'
clearance min.
-
.
-
f-
.
( I-
I "'-1-#5 at 4' center
drop pin
(typ,)
o
c:
o
u
~ 'j
........~
.-1
1Il'-
a.~
o III
ilia.
I
1
14" ,
-~
r 8"J
6"J
I-
6'
f-;
1 -
48" -
Max _
.
10
Grode
J
I ~J
L 3000 p.s.i. concrete slab with
fiber mt;.;h reinforcing -
monolithic, min 6" thickness,
6.x6" / Ox10 W.W.F,
f-
12'
clearance min.
Grade
f-
f
',,-
00
~: ~ ,w;ng
,
8"x 16" concrete footing
w/ 2- #5 rebar (typ,)
gate (typ.)
...
o
'-
ELEVA TION
N.T.S.
PLAN
N.T.S.
drop pin hole
(typ.)
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
1 4/i/D2
REV. DAlE
DRAWN BY
E.A.
CHEacED BY
D...,
DESIGNED BY
P.H.
DU~PSTER ENCLOSURE
SINGLE
~.. No*
R.G.
APP.
DESCRPllON
~~lE
2.191
INDEX NO.
101
1 OF 2
DA.lE
11/01
INDEX NO,
701
1llf3
Grass Planting or Other
"",,-walking?
6" 6" Vertical Curb
~ in Transition
.~
~
"
"
<-?
i,'
l11i~
S' . ~es'
l11il\ Ide~t.
'I. ~ lell
te., St
1101 '
St.
<0,>
CONC,
SIDEWALK
Match Existing if
Existing SIdewalk ~
Grass Planting or Other
Non-Walking Surface~
6"
C'~
~
4'/5'
-\-
RAMP CURB
.
<' """
~J
./
-1.:!~ <0,.
eocoq,. ~.s. ~ ~
OS'~~",.coo ~/
co.... Q~. r'l.
Q.s- Cl ~~. -~
~C!b <---<:s 5.s- <9
C5>~ q&:~
Q~ Q~.o~
-:?GJ:o.... ~
~~
~
J
Exist. Type I curb/
I Remove Back of Curb I" Flow Line
if Existing
...,.:. ---?
~
RETURNED CURB RAMPS
If "x" is less than 48" then
the slope of the flared side
shall not exceed 12: 1,
ISOMETRIC VIEW
CURB
TRANSIT10N
DROP
CURB
VALLEY GUTTER CURB
\
l I
.. .' j
CURB
TRANSIT10N BACK OF SIDEWALK
I~"~
CONC. RAMP
I'
/IJJl.
./ Textured Surface
/'
~--I
. ..
.. .'A..
.', .
,
[. ...
. ..
. -4. '.
., .
4"
'.
. .
\. 12: 1 MAX,
ELEVATION A-A
SECTION B-B
NOTES:
1. Ramps are design ed to the
Uniform Federal Accessibility Standards
to comp-Iy with the Americans with Disabilities Act.
2, Ramps Shall Have a Tactile Surface, Textured to a
Depth Not Exceeding 1/8" by use of Tamp or roller
In Conformance with ReCjuirements of FOOT
Roadway and Traffic Oeslgn Standards, Detail 304
Or Most Recent Modifications.
. ,. L ) :". '<:-- ~:
'.:'~:'.: :~{:/ ", '::~..:' T::~'.-::' ':' :." :.
.
~ ,.
P.W.D.
T.C,J,
C....H,
TYPICAL SIDEWALK
CURB CUT RAMPS
PHYSICALLY HANDICAPPED
4/14/1S .1__W1c.. r8drawn
1/i!l Added note
..:..:..-::.:....:..
NOTES:
CONCRETE ~ASONRY WALL CONSTRUC1l0N
1.) WALLS
0,) New construction: maximum 6'-0' high and constructed of
concrete block (8"x8"x16"), ~aterlals used should be consistent
with those used In the construction of and architectural st)1e of
the principal building, (Section 3-802 ~aterlals)
b,) Existing: maximum 6'-0' high replacement materials can be
made of the same materials as long as they are made of
approved opaque material.
~aterials, construction and quantity control of masonry shall be in accordance
wIth Uniform Bulldlng Code (UBC), Chapter 24. General condItions and
construction requirements shall be applied as specified In UBC, Section 2404 (t),
during grouted masonry work,
1. All reinforcing steel shall be deformed bars conformIng to ASTM A-615,
Grade 60, Vertical reinforcement shall be placed In the center of the
masonry cell, and shall be held In position at the top and bottom,
2. If a slab dowel does not line-up with a vertical core, It shall not be sloped
more than one horizontal In six verticals (1: 6).
3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or
equivalent) at 16' o,c..
4. Hollow Load-bearing Concrete Masonry Units shall be normal weight
conforming to ASTM C-90, with a minimum compressive strength of 1,900
PSI,
2.) FOOllNGS
8"x16" concrete w/2- #5 continuous rebar imbedded,
3.) CONCRETE SLAB
Monolithic, min. 6" thickness w/lmbedded 6"x6" / 10x10 welded
wire fabric (W,W.F.), 3000 P,S.I. with fiber mesh reinforcing,
4.) CONCRETE FILLED CELLS
With 1-#5 vertIcal rebar tied to footer steel at each comer and
every 4' O.C,
5. ~ortar shall be type ~ or S, in accordance with ASTM C-270. Place all
masonry In running bond with 3/8" mortar Joints, Provide complete coverage
face shell mortar bedding, horizontal and vertical,
6. Coarse grout shall co"form to ASTM C- 476, with a maximum aggregate size
of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 PSI at
28 days,
7, Minimum 3" X 3" clean-out holes (saw-cut) are required at the bottom course
of all cells to verify grout placement. Clean-outs shall be sealed after
masonry Inspection-provided In accordance with ACI 531-4.6, and before
grouting,
8. Prior to grouting, the grout space shalo be clean, with no mortar projections
greater the ~", mortar droppings or other foreign material, All cells shall be In
vertical alignment, and shall solidly be filled with coarse grout as specified.
9. During placing, grout shall be consolidotfJd with flexible cable vibrator. First
grout pour shall be stopped a minImum of 1 - 1/2" below the top of the
middle bond beam masonry,
5.) GATES
Constructed of min. 1-1/2" diameter galvanized tubular steel
w/prlvacy-type slats inserted In galvanized steel mesh fabric,
hinge-mounted on min. 3" diameter galvanized steel post.
(Gates and post constructed and installed per applicable bull ding
code by licensed fence contractor).
6,) DROP PIN
1/2" dia, 18" long metal rod gate latch. Provide 3/4" dia, hole
6" into concrete for rods. In asphalt provide a 3/4" P. V,C,
sleeve, 6" long, or equal.
7.) SOIL
Soil bearing capacity to be at least 2,500 P.S.F.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
1
REV.
4/i/D2
DAlE
DRAWN BY
E.A,
!',lolEa<ED BY
D....
DE5IGNED BY
P,H,
~1lJr"1 nC:IICI~
NOTES
Rri. No*
DESCRIPTION
R.G.
APP.
1i9j
109
2OF3
DAlE
'/01
INDEX NO.
701
3llf3
..
VARIES
\.J
Z
Z
U~
zO=:
v)uJ
uJ:3
:c
~<( ~
I-
Ua
O~
V)~
V);j
<(~
v't Z
U:5
<(
)-\.J
Z
~~
r:Z
~~
-uJ
uJ;
-::Lu
1/4 · / FT. MIN.
EXPANSION JOINT
~ \
. ........ . "",' , ....... ".,.
1>,001>,001> o'o'/> 0' I ........,., ....".,..........,., "......
o'p.' " 0' " ,,' " ' 0 1>, 0 0 />, 0 0 1>, a 0 I> 0
, I., />-. 'O'l>'~ ,0'/>'.' 0' "" 0' "" "
"e, '6-' -6-1 'A.'.' bl., />1.,0'1>';,01
.... '4el .,., ,.e, ,,_
4" CONCRETE SIDEWALK
(PORTLAND CEMENT CONCRETE. CLASS 1 W/ FIBERMESH)
1, SIDEWALK TO BE MINIMUM 4" THICK CONCRETE. (6" MINIMUM AT DRIVEWAYS)
2, SIDEWALK TO HAVE 1 /2. RADIUS TOOLED EDGES.
3. CONTRACTION JOINTS TO BE A MINIMUM OF 1 1/2" AND AT INTERVALS SPECIFIED BY FOOT.
4. EXPANSION JOINTS ARE REQUIRED BE1WEEN SIDEWAlKS AND CURBING, DRIVEWAYS AND ALL
FIXED OBJECTS AND A T INTERVAlS SPECIFIED BY FOOT.
5. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" X 6. BITUMINOUS EXPANSION
STRIP.
6, MINIMUM CROSS SLOPE 1 / 4. TO 1'-0., MAXIMUM 1/2" TO 1'-0", OR ftS DIRECTED BY THE
ENGINEER.
7. AREA UNDER PROPOSED SIDEWAlKS TO BE COMPACTED PER FOOT STANDARD
SPECIFICATIONS 128-9.2
8. DISTURBED AREAS TO BE SODDED ftS DIRECTED BY THE ENGINEER UNLESS INDICATED
OTHERWISE.
9. SIDEWALK TO HAVE BROOM FINISH.
10. CONCRETE SHAlL BE CURED PER FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION, SECTION 520-8
SIDEWALK TYPICAL SECTION
NTS
Z ::c:
oU~
~Z~
U~~
~ -
~~~
~c.J:::>
rnOZ
Z~~
oo~
UZ::c:
~~~
OUm
~~o
I--t~O
~ C\2
c.J
Z
I--t
o
~
~
~
~
~
U
~
~
~
o
~
~
~
~
<r:
o
w
~
<i
z
I-
U
W
J
o
cr
Cl.
Ne:{e:{
~e:{<(
crcrcr
1-1-1-
3:3:3:
--l~--l
uuu
LLLLLL
000
>->->-
1-1-1-
uuu
OD::::cr
I-WW
a... a...
W
:::> . .
(f)>>
(f)~~
I") I".! ~
000
otOl")
NNO
.--N~
.-- 1.-- r 1
.--NI")
If) In
OC]\
N~
~(")
5<
<fJO
~2
, 0
~ti
~cl
c:.::~
:::~
~<
-:c
:L,..
~~
9<fJ
z
o
i=
<:
u
o
-.l
f-
U
W
J
o
cr
Cl.
~
8
-l
~
~ tf) ~
C]\~;:
. <
g:;,.;~
~~~
~~w
CJ :i
Z d
~~$
~u..i:5
LO
m
CO
~
C'J
o
<LO
QLO
-C\2
~
OOLO
O.....::lC\2
C\2~['-
['-
~ -C\2
~~['-
-0
~~~
~Z
::r::0
::c:
~P-t
~
~
~
<
U)
~
~
~
<t:
~
~
<t:
~
~
U
rn
~
~
<r:
~
~
o
~
~
~
~
~
~
~
~
o
~
~
~
U
w
~
<:
z
f-
W
W
I
V)
>-
IT)
z
o
I-
a...
cr
u
(f)
W
o
W
l-
e:{
o
a::W>-Vl-OZVl
o
z
l{)
ftj
l{)
l{)
o UJ
z .
Z Q.
Q g Z'
~~~
~Lri'
cnO-.l
;n .X
,-,COUJ
UJUJ-.l
~u..C:X:
SHEET
"
Z
a:<
<0
~:~
0<
~ ~~.
lIl-lffi
Vl<w
~ ~~~
Zww
=>Vl
VlO
Oow
::J[I]a::
<::l~
>wVl
I-wG
~~~
8. 1 OF 1 0
....
:0
o
Cl
/'
Ji
o
~ Z
c C>
z: c
... .~
.. 0
:!lei
5/8"
Min. 4 Required
RING - HALF PLAN
"
N
.....
o
36"
~
............
rr)
I
1~23"~
21 "
Machined Surface
/
N / L'
/~ ~~
",.....
l
l
t
(J)
.....
o
" " " "
" "If
RING - SECTION
Minimum Weight 7" 232 Ibs.
9" 278 Ibs.
NOTES
1. Where roadway base is 8" or thicker use 9" ring,
all other cases 7" ring is permissible.
2. Manufacturers model of storm ring and cover to
be approved by City Engineer.
~
Required -
"
Pick HOle7 ~
1-1/4" -1l7 ~
,. R W ..~
(c, ODD J.
..., <f'
U8ANITARY",
000000
8EWERD
o ODD 0
D!: L ~D
Non Skid
Pattern
Required
SOLID COVER
;r
............=
rr)N
I .....
I ~ 22-3/4" 1-.1 0
~::7f
Machined Surface
SOLID COVER S~CTION
Minimum Weight 128 Ibs.
CITY OF CLEARWATER, FlORIDA
ENGINEERING DEPARTMENT
R"~ BY aDJ:
alECKED BY SANITARY SEWER INDEX NO.
W.J.S, MANHOLE COVER 301
....PP. DESIGNED BY
O,G,B.
1 1I/2!l/N Deleted ShMt8 2.1e J
REV. DATE DESCRIP110N
~~
~o
Top View
Ford Angle
Valve (Flanged)
Ford Meter Flange
Flow . ~
C~E- o:J
~ Meter
(Flanged) 1
E
~
C:i
v
8
N
c: Q)
'0 -0
~(j)
Iii
a
..0
~
Vv
12"
I
C>
.
'0
...;
a
I
",
N
I
N
~
I
",
a
I
0>
""
""
/'
c
o
'fl
.5
~
o
CJ
/'
C>
'0
ffi
8
~
o
/
i?
W.J.5.
..oQo...
~
Approved Backfiow *
Prevention Device (Flanged)
::.
n Brass Nipple
~~
.....
Q)
E Q)
0-0
...... .-
(f)(f)
:J
U
--
TYPICAL SINGLE DEVICE 1 1/2" and 2" MODELS
NOTE:
Device must be installed level.
* APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model FOC
Watts Model 709 or 007
Conbraco 40100
REV. DATE
DESCRP110N
CITY OF' CLEARWATER, FLORIDA
PUBUC WORKS AD~INISTRATION
ENGINEERING
R~' BY TYPICAL METER SETS WI
alECKED BY BACKFLOW PREVENTERS
1 1/2 and 2ft MODELS
....PP. DESlClHED BY
1Of2
DA~
02/94
INDEX ND.
405
2 OF 5
2 Non-Penetrating
Pick Holes
~)l
r {
I
I
I.
I~
i ~
T
24"
RING
25 3/4" ---I I
291/2"-1
- SECTION
Weight 85 Ibs.
NOTES
1. U.S, Foundry No. 117 Ring And BL Cover, Or Equal.
REV. DAlE
DESCRIP110N
UNDERDRAIN
CLEANOUT DETAIL
n. t.s.
Cl 0 Cl
Cl 0 Cl 0 Cl
oDClDClDCl
DODClDClD
o 0 Cl 0 Cl 0 0 ~.
0000000
ClDClDODO
o 0 Cl 0 Cl
Cl 0 0
SOLI D COVER
I- 25 1/2" -j
~
~I
I
N
............
SOLID COVER SECTION
Weight 120 Ibs.
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
~.: BY SANITARY SEWER :}g~
CHECKED BY MANHOLE COVER INDEX NO.
R.C.S. CAST IRON 301
DESIGNED BY
APP. U.S.Foundrv 2 Of 2
r Bross Cleonout Plug
~~ 4
~ ,~,~ -....r .",-
Concrete po:" 7'~
Thick x 1'-6" Sq. ~
, ,
6" or 8"- 1/8 Bend ..
Plug if at Terminal
End of System ~
/6"
./ "
~
Flow-- J.
,
6" or 8" PVC
Wye ~
Note:
Cleanouts to Face Upstream
REV. DAlE
DESCRlP110N
or 8" PVC Underdrain
Low En d
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS AD~INISTRATION
ENGINEERING
STANDARD
UNDERDRAIN
CLEAN OUT
(STORM)
REDRAWN BY
B,V,D.
LH~Q<D) BY
M.D,Q,
APP, DESlCNED BY
R.F.G.
P.V.C.
PIPE
RESTRAINT
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4. CAPS
5, PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
r-L
'I~
~~
~~
Megalug Restrainer (Typ.)
lo.
~
Ebbo 1500 Series (Typ.) ~
ON ALL TEES, A MININUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
FIGURES BASED ON 30. DEPTH BURY, 150 PSI TEST PRESSURE.
8ft PVC MAXIMUM SIZE USED IN SYSTEM
NOM.
PIPE
SIZE
4
6
8
ELBOWS (deg.)
VALVE
TEES
BRANCH
28
47
66
DEAD
END
46
65
85
11.25
2
3
4
22.50 45
4 9
6 12
8 16
90
21
29
38
REV. DAlE
DESCRlP110N
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS AD~INISTRATION
ENGINEERING
REDRAWN BY
B.V.D
CHECKED BY
THRUST
RESTRAINING
APP. DESIGNED BY
G.C.H.
DA~.
3/00
INDEX NO.
221
1 Of 1
QAlE
9/02/99
INDEX NO.
403
lOf2
Cleanout Plug
I
N
............
L''" 9 5/8" -,
~/////~
f
J
__~ __" If.~ 1'"' ~.:.1 .,_ ~_
6" or 8"- 1/8
......c
EJ
II--
Bend AI
I If'
II~ ': ::::~
~11 ~
/
r-r:;/ ~71
Concrete Pad 4"
Thick x 1'-6" Sq.
Plug
(See Note)
;r
............
rr)
rr)
t
I I
8" r
-
Sewer Main ~
13 1/2"
CLEANOUT DETAIL
CLEANOUT PLUG DETAIL
N.T.S.
N.T.S.
NOTE: Cleanout plug to be
U.S, Foundry 7621
or equal.
o
z
z
U~
ZD::
v)uJ
uJ~
r
~~
~1-
UB
O~
\f)~
\f)<t:
<(~
ut z
u:S
<(
)-0
~~
1:Z
I-~
uJ
uJ;
'::L.u
If) IL')
~~
~r<')
:J<
IflO
~Q2
~o
~ti
~ci
c:..~
Wci
~~
:h..
~~
QVl
~
9-
v
..J
o
<:
00 u') ~
~~<
0:0\>-
~~;S
~f--:C
f--r'f-
~f:lD
W ~
Z d
o~<:
iE~6
LO
rn
Z . ~ ~
OU~ C"J
~Z~ ~~
U~~ B~
~ ~ ~.
~~~OOlD
~lJ~O~~
rn. 0 Z C\2 ~ 1:'-
Z~~~~~
o 0 ~ - 0 L-
U~~~~~
~U~ ~Z
o rn ::r:: 0
~~O ~g:
~ 0 ~
~ C\2 ~
~
~
r.n
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
~~ BY STAN D ARD 11 J~Tf /95
alECKED BY CLEAN OUT INDEX NO.
W,J,S. (SanItary) 304
APP. AP"r~, BY 1 Of 1
REV, DA1E
llESCRIP110N
~
(~
NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT
BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS.
8J
o
~
(JIM
~
]j~
I--
o
I
o
Top View
Double-Check Valve
Assembly Device
Water Meter Connection
/
/ Ford Regulator Adaptor
/ ~~
Iffi
lJJ~
..
Flow
Ford Angle
Valve (Typ.)
r---1
~ fLrtJ(
1.LI "'
';::::;'~
ill
..
Ii
Meter
c: Q)
'0 -0
~(J)
.....
Q)
E Q)
0-0
...... .-
(f)(f)
::J
U
Bra s s , -----.......
Nipple
t
12"
I
y\/
~t
......
TYPICAL SINGLE DEVICE 1 1 /2" ~AODELS
NOTE:
Device must be Installed level.
* APPROVED DOUBLE-CHECK VALVES
Hersey-Beeco Model FDC
Watts Model 709 or 007
Conbraco 40100
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
RED~' BY TYPICAL METER SETS WI
CHECKED BY BACKFLOW PREVENTERS
1 112ft MODELS
REV. DAlE
APP. DESIGNED BY
~P11ON
TYPICAL VALVE SETTING
n. t.S.
....
Adjustable
Valve Box
"'~
~
~
(/)
c:
o
~
.....
c: 0
.- '+-
~
L
G.l
(() >
o
I U
'+-
N 0
When Valve Occurs in Roadway, ~
set Base on 10-Common Brick. ""
". ) \~/
~ "~~~~
Mech. Joint Valve J ~
Restraining
.c:
+-'
a.
G.l
o
~
Water Main
Joint
REV. DATE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS AD~INISTRATION
ENGINEERING
TYPICAL VALVE
SETTING
CROSS SECTION
REDRAlWl BY
B.V,D.
CHECKED BY
DESCRlP110N
APP, DESIGNED BY
G,C.H.
DA~
02194
1!<<lEX ND,
405
1 OF 5
lJ
Z
~
~
~
~
~
CO
~
u
~
~
~
o
~
~
~
CO
<r:
~
w
~
<(
Z
f-
U
W
-,
o
0:::
0..
N<(<(
~<(<(
0:::0:::0:::
1-1-1-
~~~
--l --l --l
uuu
lL..lL..lL..
000
>->->-
1-1-1-
uuu
00:::0:::
I-WW
a.. a..
W
::> . .
(f)>>
(f)~~
8d6
O<Drr)
NNO
;::::~~
'--Nf'0
z
o
F
<(
u
o
-l
f-
U
W
-,
o
0:::
0..
~
~
~
<r:
~
~
<r:
~
~
U
~
o
~
~
~
U
rn.
~
~
<r:
~
~
~
~
~
~
~
~
E-i
~
w
~
<(
Z
f-
W
w
I
l/)
>-
CD
z
o
I-
a..
0:::
u
(f)
W
o
W
I-
<(
o
a::W>-Vl-OZVl
o
z
D.ATE
01/15/92
1!<<lEX ND.
402
1 OF 4
It)
N
It)
It)
It)
o u.i
z .
z Cl.
o C!; z.
~~~
r- iii .
(/)0-1
6a:ir;5
UJUJ-l
O:::u.<:
SHEET
"
z
~~
~:~
0<
~ ~15.
liI-If5
VI<w
" VlWZ
~ ~~~
Zww
:JVI
VlO
oow
::J1Ila::
<~~
>wVl
I-w5
~j;~
8 .2 OF 1 0
1
I
A
-
B
-
...
(
-
D
.....a-
E
-
-
G
Itemre~ Quantity
Designed by
- LT
,
I
I
I
~
I
I
~
~
L
..
Cultec Contactor 100 SHD
Starter
Title/Name, designation, material, dimensior
Checked by Approved by - datE Filename
SD sr. SD sr 2/3/04 Proj SD sr
~~ e i t h
INC.
Z 0 yo c
H
CUL TEC,
Dabiri Office
1
-
-
-
E
~
C:i
I
-.t
o
o
N
.0
o
n
~
0>
.
"C
...;
o
I
P")
N
I
N
I
P")
o
I
0>
N
N
/'
c::
o
~
o
2
.....
'"
c::
o
<--'
/'
0>
"C
ffi
8
!i::
o
''::
:0
o
o
/'
Ji
o
~ Z
o 0>
:z c::
.... -j
.. 0
::!jCi
I
T
I
I
6
4
I
5
2
I
j
,
I . I
. I
,
I
.
1
Engineering Specifications for CUL TEC Contactor@ and R8chargeM> Chambens
~
Scope
CUL TEC Contactor? and Recharger? pol}'8thylene chambers are
designed for underground storm water andlor on-site wastewater
management. The chambers may be used for retentron, recharging,
detention, controlling the flow of on-site storm water runoff or as
septic leach fields,
B
Material Propertiea
Units are manufactured from black high molecular weight high
density polyethylene (Hf.4WHDPE),
o
Chamber Requirements
1, The chambers will be manufactured by CUL TEC, Inc, of Brookfield,
CT (203-775-4416),
2, Contact CULTEC, Inc. at 203-775-4416 for submittal packages
and to purchase product,
3. Chambers are manufactured with an open bottom, integrally
formed end walls and perforated sidewalls.
4, The chambers must have achieved a minimum of 5 }'8ars
installation history without structural deficiencies,
5. Contactor? and Recharger? chambers will be joined using an
interlocking overlapping rib method, Connectrons must be fully
shouldered overlapping ribs, having no separate couplings or separate
end walls.
~~
6. The chambers must not utilize separate end plates or separate
end walls. The chamber's end wall will be an integral part of the
continuously formed unit.
7. The starter chamber unit must be uniformly formed as a whole
part of the elongated chamber unit having two fully formed Integral
end walls, and having no separate end plates or separate end walls,
8. Intermediate units must be uniformly formed as a whole part of
the elongated chamber unit having at least one fully formed Integral
end wall, and having no separate end plates or separate end walls,
9. The end chamber unit must be uniformly formed as a whole part
of the elongated chamber unit having one fully formed Integral end
wall, and having no separate end plates or separate end walls,
10. All chambers will be arched in shape and have 3/4. or 7/8"
round discharge holes bared Into the sides of each unit for water
infiltration or exfiltratlon,
11, Chambers must have horizontal strffenlng flex reductron steps
between the ribs,
-
-
G
-
12, H-10 units are designed according to AASHTO (American
Association of State Highway and Transportatron Officials) load rating
of 16,000 Ibs, laxle with 6" of compacted cover.
13, H-20 units are designed according to AASHTO load rating of
32,000 Ibs. laxle wlth12"-14" of compacted cover under the .
pavement when using Contactor? HD Heavy Duty chambers and 14
-18" of compacted cover when using Recharger? HD Heavy Duty
chambers, H-20 units will be formed with a colored stripe so they
can be easily Identified as an H-20 unit. Heavy Duty HD H-20 units
must meet load testing to 20,000 Ibs. Isq, ft,
I 2 I l T m~ 1 > I 6 I
H
,
99'
97'
I
I
I
R
I
I
1ft
I
I
I
1~
I
I
1~
1~
14
I
11
l'
q
I
...
..-n
NN
A
I-
B
-
(
-
D
--
E
Cultec Contactor 100 EHD
End
F
f-
Airllicle No./Reference
Date Scale
2/3/04 N. T.S
& Ass. Inc.
ElM CULTEC, Inc. PH: (203) 775-4~16
~ P.O. Box 280 PH: (800) 4-CUL ~EC
878 Federal Road fX: (203) 775-1 il-62
Brookfield, CT 06804 L Slwww.cultec.com
Edition Sheet
7R x 13 LAlex Azar
CULTEC
CUL TEC Contactor@ and Recharger@
Plastic Septic and Stormwater Chambers
10 I 11 I 12 I 13 I l~ I 15 I
,
I
I
I .. I
.. I 1L I 15
I '"
I
I
.
I VI
..
I
beneath one foot of 85:11: compacted fill, whlclh exceeds AASHTO H-2D rating.
14, Heavy Duty H20 units are desIgnated by a colared stripe along
thE; length of the chamber. Chambers without a colored stripe are
typically Standard Duty H10,
15, Pol}'8thylene chambers must have the ability to accept and carry
up to 4" pipe through Its Integrally formed vertical support wall,
16, Separate Inlet or end plates cannot be used with thIs unit.
17, Units will have a raised Inspection port at the top of the arch in
the center of each unit.
I-
A
18, Repeating supporting end walls and supporting struts on the end
walls of the elongated chamber shall be spaced every so many feet
as follows:
I-
Model
Contactor@ Field Drainnll
C4
Contactor@ EZ.24
@1oo
feet Model feet
8.00 Recharaer@ 180HD 6.33
18.0C Recharaer@280HD 7.00
17.5C Recharaer@ 330HD 6.25
16.2!l
Model
Invert
Height
Inches
3.00
6JDO
6JDO
11..50
14..00
20.50
24.1)0
Eff8ctlve
Base area
SF/LF
3.50
1.15
2.70
2.20
2.70
3.62
4.00
Storage
Capecity
CFILF
1.68
0.82
1,86
2.22
3.45
6.08
7,44
#of #of
Ribs Perfonltions
I-
Max. Inlet
Opening
Inches
4.5
6
10
12
15
18
24
L y-up Width Height
feet Length inches inches
feet
Contactor@ Field Dralnnll 8.50 8.00
C4 8.50 8.00
8.00 7.50
7.50 6.25
7.33 6.33
@ 180HD 8.00 7.00
@ 280HD 7.50 6.25
Recharger@ 330HD Chamber Installation
1. CUL TEC No. 41 o nil filter fabric shall be used as incdicated In the installation
requirements. If using slone, fabric placement between slone and final backfill layer is
mandatory
100
19
16
15
14
15
min. 14
100
19
16
15
14
15
min. 14
@EZ-24
@100
48
16
36
30
36
47
52
8.50
12.50
12.50
18.00
20.50
26.50
30.50
o
-I-
2. All required stone must be clean washed 1 Y. inch to 2-inch diameter stone.
3. Overlapping Interlocking ribs Will connect units,
I-
4. Installallon shall be In accordance With CUL TEC Inslallallon InslruclJons and those
ISSUed by lhe local health department
Manufacturing Process
Chambers will be manufactured uSing vacuum lhermoforrning.
ri.
e™ CULTEC, Inc. PH: (203) 775-4~16
P.O. Box 280 PH: (800) 4-CUL ~"EC
.A..A.A-' 878 F~deral Road fX: (203) 775-1 L1'62
CULTEC Brookfield, CT 06804 L S.www.cultec.com
CUL TEC Contactor<ID and Recharger<ID
Plastic Septic and Stormwater Chambers
Title
Specif. Recharger
1"'1>1
I-
H
DATE
10/24/03
SCALE
N/S
~
L-ng.
I 'U
.
1
10
17
I
11
H
16
-
-
-
....;)-
-
-
-
A
B
(
D
E
F
G
H
A
-
B
-
(
-
o
...;)-
E
-
F
-
G
-
H
1
1
1
1
I
I
5
I
I
I
I
9
I
I
I
,
~
R
"
7
4
I
\J
z
z
z
U3
zo-
~~
J:
~~
U6
O~
V)~
V) <1:
<(~
~ z
U3
<(
>-\J
~~
:r:z
t-~
uJ
u.J;
~u
I
I
I
I
I
I
1ft
11;
1"
n
14
11
12
Properties of Cultec No.41 O. Fabric Interface
Physical
Test Method
Grab Tensile Strength
Grab Tensile Elongation
ASTM-D-4632
ASTM-D-4632
Mullen
Burst
ASTM-D-3786
Puncture
ASTM-D-4833
Trapezoid Tear
ASTM-D-4533
UV Resistance
ASTM-D-4355
Hydraulics
Test Method
Apparent Opening Size
Perm itivity
Flow Rate
ASTM-D-4751
ASTM-D-4491
ASTM-D-4491
I
- L
.J..
I I I I I T I I
T
,-
T
I
6
I
7
4
I
)
I
1
8
3
5
6
4
2
SPECIFICATIONS
Length
Lay-up Length
Width
Height
Invert
Chamber Storage
Min. Storage with
GENERAL NOTES
Contactor? 100 by CUL TEC, Inc. of Brookfield, CT.
All Contactor? 100 chambers must be installed In
accordance with all applicable local, state and federal
regulations.
Refer to manufacturer, CUL TEC, INC.'s recommended
installation guidelines.
All Contactor? 100 HD H20 Heavy Duty units are
marked with a 4" stripe along the length of the chamber.
LO
m
Z ~ ~
OU~ ("J
~Z~ <~
U~~ ~LO
~ h ~ C\1
~~~oo~
~c.J~~~~
rnOZ ~~
Z .....:l ~ ~ ~ C\1
oo>~~~
<~o
u@~~~~
~U~ <Z
O m ~ 0
~ ::c:
.....:l ~ 0 ~ ~
~ 0 ~
~ C\1 ~
~
<
r.J)
A
I-
Test Results
B
90 Ibs.
50%
-
225
.
pSI
(
65 Ibs.
-
45 Ibs.
70%
D
--
Test Results
E
70 US Sieve
2.5 Sec.-1
175 gal/min/ft2
-
F
™ CULTEC, Inc. PH: (203) 775-4 ~16
P.O. Box 280 PH: (800) 4-CUL -EC
878 Federal Road fX: (203) 775-1 A'62
CULTEC Brookfield, CT 06804 L S~ww.cultec.com
CUL TEC Contactor@ and Recharger™
Plastic Septic and Stormwater Chambers
Title
^--^-'
^--^J
^--^-^J
-
DATE
6/9/03
H
SCALE
FF410
N/S
c.J
Z
~
~
.....:l
~
~
r:o
~
u
~
~
~
o
10
I
15
I
16
1$
I
14
I
11
12
I
9
11
I
12
I
I
I
I
1~
1~
13
14
10
A
7.5'
Contoctor 100
Scale:
Section
N.T.S.
-
8.0'
36"
12.5"
6"
13.95 fP
Stone 22.28 ftJ
~
co
f'I)
Model 100 R
Large Rib Small Rib
- -
~ ~
L{)
N
~~
j( ~ 1\~
-
~
j( ~ "-~
-
L{)
N
L{)
N
...-
...-
co
.M
Large Rib
_I
100 E
Small Rib
~1~
~ ~
L{) ~~
~ j( ~ 1\=co
-'-
I
2
.J..
T
I
3
I
6
I
7
I
4
I
5
View
B
~
~
~
~
~
~
I
EE:~p:::::E::p::c::a:::~~~:::E::~~~=:E:
o 0 0 0 0 000 0 000 0 0
1----1---1----1----1----1----1------1---1----
~
~
o
............
W
:::E
<C
z
I-
U
W
""J
o
c:::
CL
-
(
.
-
I.IUII
1----1---1------1--1---1----1--1----
000 0 0 0 0 0 0 0 000 0
1:::::=t::::!E:t::::!cI::::!E:~~~t:::!E::t:E::t3:::~CE::t::::!ct::3c::::::!E:
I
~
N<(<(
~<(<(
8'
.1
--
D
0:::0:::0:::
1-1-1-
~~~
---l -l ---l
uuu
lL.lL.lL.
000
>->->-
1-1-1-
uuu
00:::0:::
I-WW
Q..Q..
W
::) . .
(/)>>
(/)~~
8c316
OlOl"0
NNO
:= NI~
...
7.5'
E
I--- -
-
-
.----
1-----1---1------1-----
1----1---1------1-----
---"-
I--- -
I~
o 0
-
o
o
o
o
o
o
o
o
o
o
o
o
o 0
o
o
o
o
o
o
o
o
o
o
o
o
"-NI"0
™ CULTEC,lnc. PH: (203) 775-4~16
P.O. Box 280 PH: (800) 4-CUL ~EC
878 Federal Road fX' (203) 775-1 L'62
CULTEC Brookfield, CT 06804 L S1W~w.cultec.com
CUL TEe Contactor@ and Recharger@
Plastic Septic and Stormwater Chambers
Titl e
,,., I,.,
?:l0\
~~
:J<
V10
~~
~o
~ti
~cl
c..O
t:l:l
Wc:i.
~~
-J
-J>-
~t
15<
_ V1
z
o
F
<(
u
o
-l
I-
U
W
""J
o
c:::
CL
~
q
'-'
..J
~
00 ,,., ~
~~<
0;0\>-
t'1 ....
O\~N
~~~
~~D
W ~
Z c:::!
O~<
E:1.4.25
~
~
~
<
~
~
<
~
.....:l
U
~
o
~
~
~
u
rn
~
~
~
~
~
Q
~
~
r:o
~
<
~
u
~
~
~
<
~
~
~
wO
~~
zrn
I-
w
W
I
UJ
>-
CD
z
o
I-
Q..
0:::
U
(/)
W
o
W
I-
<(
o
a:W>-Vl-OZVl
o
z
^_/
-^-^--^_/
..A..A./
LO
N
LO
LO
LO
c:i llJ.
Z .
Z Il.
Q g z'
~~~
I- LO" .
(J)o-l
(3 . ><
llJa:lllJ
Qd~ ~
I-
DATE
7/18/03
H
SCALE
N/S
C-100
I
SHEET
'W'
T
'1
I
15
13
I
14
12
I
I
16
.~
,
"
z
~(!i
w-
[IllS
.-sc:
o-C
~lL.
,,0 ,
- a:
-~ -I W
Vl-Cw
l/lWZ
~VlC3
zOZ
::J~W
l/l0
Oaw
:J[Ila:
<>~~
Wl/l
I-wC3
~j;~
8.3 OF 10
E
~
C::i
..-
8
N
.0
o
~
~
C'
~
"C
,.;
o
I
P")
N
I
N
~
I
P")
o
I
0>
N
N
/'
c
o
~
~
.::
o
u
/'
C'
"C
iIi
4)
u
5
'c
:0
c
Cl
/'
Ji
c
lIlZ
E C'
~ .~
~ ~
1Il ~
='Cl
A
TM
B
Contoctor
(
o
Hidden End
&
125
Model
E
E
F
G
Model E
Model R
H
Model E
DATE
08/21/03
SCALE
N/S
CULTEC No. 410
FILTER FABRIC
.-- CUL TEC Contactor@
Heavy DutyChamber
CUL TEC Contactor@
CHAMBER SYSTEM
PLAN VIEW DETAIL
N.T.S
1 y;' - 2" WASHED CRUSHED
STONE BENEATH AND
AROUND CHAMBER BED.
6" MIN. DEPTH OF 1 r - 2"
WASHED CRUSHED STONE.
RETAINING WALL/CURB
<C
w
0::::
<C
0::::
W
I-
<C
S
D
L
0::::
o
I-
(f)
INFLOW/OUTFLOW PIPE
*REFER TO CUL TEe TECHNICAL MANUAL
IN STORMWA TER SECTION.
A
Recharger
End Detail
& Contactor
Information
CULTEC, Inc. PH: (203) 775-4 16
P.o. Box 280 PH: (800) 4-CUL EC
878 Federal Road ~X: (203) 775-1 62
Brookfield, CT 06804 S It
CULTEC ww.cu ec.com
CUL TEC Contactor@ and Recharger@
Plastic Septic and Stormwater Chambers
DATE SCALE Title
7/22/03 N/S endetail
A
B
B
85 % COMPACTED FILL.\
PAVEMENT~ p)
\AVE.M,E~T,.SUB-. B.~S,E~.. ..,.... y y o.l. o.l.~ ",. 'I.l~M.'~
,"\:'" . , . . '., .4. .:....-:. '\:'. '."'. . ..'...... .~~~~ ~ ~~ ")i 1
r.\;";':":~':..:.~ ,\ . . ...... ..:::::::: ~ ~ · · .' ~ ~
. . ....~....~: " .... ...::. :.""'",' :. .' , : .:::::::. ~~~~~ . i.{ P'IM
....:.,. ..... .~::~ :.~'","~~:'''.'::..4. '~'" .. . ::::::: ~~~ 5r ~~;rl ~
.~'. ... .' . ~ .... . . : . : . : . : .~~~,!( u ~ ~ 0 0 0 0 ~,-1 ~
......>. ':~.' ..~:.~ ...~...~.: .... " , ::::: :: ~~~; 11~,' ~ ~
.. :' ..~..~ ..~" ..... ',. .: : : : : :- /~~~2:t ~~ 0 0 0 0 :ir 'it _
.:\ :'. ~~. ". '.:', "<:..:.'~' . < : : : : : :~~J<~ h' a: ~ a:
,~.~:..:~~.:..~.......:.~...:.o:. .:'...,: : .':: : ::: ~~~~~ a~ ~ ~
. .... ~ .:. ", -- . ' . : ' : . : 7/~~';:;:~' ~ ~ 0 0 0 0 0 0 ~ ~
' · ~'..... . ..... ., : . : .: ~~~~ ""1 ,
.~" '.. ..' " . , . . . " ~~'\.>'}yj ~ ~ ''J a.
. ~.. .....~\. :..~ ":. . .: . :- ~~~~~ ~ ~ 0 0 0 0 0 0 0 M~~J~ ~
~."..~'-':'," '. "-:-:'X~~~~~~' ,
~ .... '4 ..' :,.,. . : ' : 'j~~~ [hoC 1M} '- 0.' ~
.... , . . ' . ,//,//,,/C~ ~ ~ .L\.A.. I'-d
'; ;.,'\.. . .::: :/."'Y~)>AY~ ~ ~ -. ~ ~
. '.' . : : : :-.,~~. ~ >J~~ U'~'l 0 0 0 0 0 0 0 0 0 ~~ ~
' ..:' :" . . . </A<<< :t- ~ ~ !(~ i)~
· . . . . .' .:-:- ~ ~~'~tf ~ ~ ~M t4.
.. i. ' : . : ' <<~Y:C :t-",!( 1 0 0 0 0 0 0 0 0 0 0 .,~~ ~
.' :', .. .... >>~'\) 11 ~!'>.,.! PiiWL ~
.. . : .~~;t ;;. "'~ - l?1' 'lr
: '/:~'0~ ~ M. _ ~~ n
: . : . : . :Z~~ a<~l1~cr' ~
". . . '.'.... ~~~ "~""'I:t-),,c 0 0 0 0 . 0 0 0 0 0 0 0 ,~
.... : . : . : . /'>>'VfU Q 11 kl. -04~
. , . '/.(,,<^v ""1 ;t ;i- .~
. . : -: .: -:~~~ ~ 2:t 11 ~- 0 0 0 0 0 0 0 0 0 0 0 0 -04 <&~ ~
. .: ' : . : ' : ~~J ~ ),,;t a;t ). 'Nln
. ' . . : : : : : : : : j(~~~ U kl. II< '- J>~ ,
. . . . . . ":-....::::<,~N< }t '?T ),00 ... ,...... ~-
. . . , . . . . . . . ;'l0~r"~ ....~ ...... u ~ j - .-J U :':':: .
. .' .' . . .' . .~~~ ' , r r ~ ,~ .~
: -: -: -: -: .,~~~; d ~ Q)cO')c ~ M. ~ JC
':':':':"~~"<(~ J rd-l1))-/)~~~~~ti\lir~~~~~ ~ ~;t~
. . . . . . . . V/>>/>>l ~ v~" \VI' ~ """ ~ "'" ~'\X' -,vr WI' "'" -".. '" , _
E™ CULTEC, Inc. PH: (203) 775-4 16
~~ P.O. Box 280 PH: (800) 4-CUL EC
878 Federal Road fX: (203) 775-1 C62
CULTEC Brookfield, CT 06804 Slwww.cultec.com
CUL TEe Contactor<ID and Recharger™
Plastic Septic and Stormwater Chambers
Title
Contactor Interlock
1 r - 2" WAS
CRUSHED STONE
CULTEC No. 410? FILTER FAB
RECOMMENDED, NOT REQUIRED
CULTEC CONTACTOR? 100HD
HEAVY DUTY H-20 CHAMBER
r.~ %~h;-::"/~~~'" ~~y~/ ;:~:'''$>q'' ,'.."'''?..', H'.... ";>:7'c;~"'7'" ,>~/.~>" ,,';r:1;~
... ,.,... ,.... ..... '.. ....
Z. x ';/ ' , , , ' , ,,"
<(/'" " I
~ ~ ;';:> " ,", ",! "," '.'
> ...... .. .... ........ ..
:: - ,/ ,'/ .. .. ... .... ""","
:: :: {;?1:"',' ,^ , , , , : " , " '"
~l:'~
CHAMBER BOT. EL.~~:
/:>~" :;~
SHW EL = ';8.8 ~jr~;T~?~~
TYP.
TYPICAL CROSS SECTION
PAVED
GENERAL NOTES
Contactor? 100 by CUL TEC, INC, of Brookfield, CT.
All Contactor? 100 Chambers must be installed in
accordance with 011 applicable local, state and federal
regulations.
Refer to manufacturer. CUL TEC. INC.'s recommended
Installation guidelines.
All Contactor? 100HD H20 Heavy Duty units ore
marked with 0 4" stripe olong the length of the chamber,
Large Rib
end detail
(
(
" R " u nit s are use d t 0 fS tsa J; t
lines with feed pipes 0 d
dia. or less, or can be use
~
singularly.
"R"
o
*"S" units are used to star;t ~\~
lines with feed '-pipes of 8 ~
dia. or larger. r:zecharger only.
*" I " u nit s are use d t Q co nft i QL,l, e ~~~~~\.\\\\\"'\l\~
a line with a f~ed pipe 0 (j ~
dia. or larger. r<echarger only.
".E" uni.~~ are us~d to COIl,tinue~~~~~\,\\,\\~~~~,,~
lines WI h feed pipes ot (j ~
dia. or . ess and also used to
end a line.
"S"
o
E
E
"1"
F
"E"
F
G
H
H
FINISHED GRADE
2.5" ASPHALT
85% COMPACTED FILL
CULTEC No. 4107 FILTER FABRIC
TOP (MANDATORY). SIDES
AND BonOM
A
'::'~~;o/';':;':~~0'~,~:7/'-::J~~Y;:::J~0~,~":;j~~::;:~~;'?~:,~~>~::.???
/.%(.:{.4~:/:::::::::.>: ,'''': /4 {I.,:!.!../;'..4..{" ~.u.(.....M.,..~..:Z<.~, ->",,,..:.% ..:'::11. ..,<( / ..:
, ~. ,
';' ~~::.:>/:.. to .-
,1~~.:
. .... /..(":.
.. ". ;/ '.
D
CONTACTOR? 100HD
SYSTEM
H-20 CULTEC CHAMBER
(2.97 CF./ LF.)
N.T.S.
CALCULATIONS BASED ON
40% STONE VOID
E™ CULTEC, Inc. PH: (203) 775-4 16
P.O. Box 280 PH: (800) 4-CUL EC
878 Federal Road fX: (203) 775-1 62
CULTEC Brookfield, CT 06804 S~ww.cultec.com
CUL TEC Contactor@ and Recharger@)
Plastic Septic and Stormwater Chambers
Title
100HD PVD H20
DATE
7/22/03
H
SCALE
N/S
Small Rib
end detail
Unit
~
Unit
~
Unit
~
Unit
~
A
\J
z
z
. z
US
zo-
tJ)uJ
uJ~
}-Q
<{~
05
O~
\f)~
\f)<(
<~
u0 z
U :s II') It)
~O\ 2
<{ ~~ 8
>- () ~d ~
<r ~ ~ ~ C1J Ie) ~
N uJ ;>u: ~~~
1: ~ ~ci ~~<
,:..0 2'G;'l
I () w~ 8~c:
I Z t~ ~f;l::J
- uJ :3:>- w ~
uJ :;: ~t Qxd~
'- ) - =< ....<
.:::::L. U ~ lI'. ,:.. L.l..
B
(
o
E
LO
m
Z ~ ~
OU~ <no
I--t p::;
~Zo ~LO
Ul--tz 8~
~ p::; .
~[;-~~~~
m 0 z ~r-:.
z~~~ ~C\l
O 0 > ~ p::; l.'-
~~o
U Z ::J o:l ..
~ ~UJ~~
~~~ ~z
oUm ::co
~Eo ~2:
I--t c--' 0 ~
~ C\l ~
~
~
UJ
F
H
m
~
I--t
<r:
0 ~
z ~ ~
~
I--t ~
~
~ ~ ~
<r:
I--t ~
~ ~
~ ~ o:l
<r: ~
~ ~ <r:
U ~ ::r::
I--t U U
~
~ ~ ~
0 0 ~
I--t ~
~ ~ <r:
I--t ~ ~
~ I--t
<r: .. U ~
z
~ 0 ~
F
w <:
:::! u wO
<( 0 ~~
Z -.J
I-- I-- zm
u u
w W I-
J J W
0 0 w
a::: a::: I
Cl.. Cl.. (I)
N<(<(
~<(<(
>-
CD
. . .
0::0::0::
1-1-1-
~~~
_L..J ---l
uuu
l.J....l.J....l.J....
000
>->->-
1-1-1-
uuu
00::0::
I-WW
0...0...
W
=> . .
(f)>>
(f)WW
-0::0::
I"')
000
o<Ci,..-j
NNO
~NN
...-
z
o
I-
0...
0::
U
(f)
W
o
W
I-
<(
o
"'-NI"')
o
z
~W>-Vl-OZVl
LO
N
LO
LO
LO
ci UJ
Z
z a..
OgZ-
~~~
I- LO .
(/)o....J
0cci~
LJ.jLJ.j-.J
D::L.L.<(
Cl
Z
~<
<0 .
. :.. ~~
..~~.. i;
ii'l...Jffi
. VI ~ ~ --;',.
~ ~~~
. ~~w
, VIa
3g~
<~~
>wcn
t-wC3
~F~
SHEET
8.4 OF 10
E
o
N
,..,
o
v
8
N
.0
o
..0
~
0\
~
"t:l
..;
o
I
,..,
N
I
N
~
I
,..,
o
I
0>
N
N
/"
c:
o
~
~
c
o
U
/"
0\
"t:l
ffi
d>
U
;g
'c
:0
o
Cl
~
Ji
III ~
~ 0\
:z c:
... .~
II ~
:::J('"'l
,",
"~.
. ",
~..~: .
,10' MIN. WIDE BUFFER PROVlQ~'. ........
.~ . V 'TREE / 35 FT REQUI~.ED/ ~
.. 20 AY stCwt . if i~OO% SHRUB COVERAGE 'f-OV \
S2IGOH' TS~EIAENTGVlLESI(B~TY')\:""'\'\T1 ~....,.~.C 'I ..... ~Spuu.V.,I@,.... ~,,:.~.::~,. ,T. R,.,.:".,l~~.,.~~.{,~Yf1'}~R""1 u...............u u..u . r!MF'C{;':'2:,~~.u..~':':'.:"'i:~::,. ,uj \.2.J
on "r . (SP~ ~I \ (SP \ PVS'y,. ((Mer. ~ - '..1 vs \ T.~ ,;;; .'7 _ ? ;' q
CD ......... \f?\~j\Y!\~\~~~~\~ / 16D!JU'~~ ~ 4....,.... 7/ >.1 fA //EB
,.' .,,/ I.) i.'~. i.!I"c '1"'. ........:.. ...... ..:.....~~ijr-i~,.f~J-:{~H~~..\S ~'..~ ,,' .....~t.: '" .~.: 'jt..:: : ~~..:,:....' A,\./"' .' ',,!'\.; .. 'l. ." IM/'..: ...,A: .:'~.;,,,,::....r:' .':,~ ~., ~ ~. ""..,..,~ <,,~:, ," ,-,"lU;.iJ' : ,/.. ,. ',,~.,-".?
.~'\ .,,: /..... '1Il~' .. ".. ..;;;",\,' ........ ..,,"':.' ..... ~ ..' -.Ai"\. ,1"-. ':'(~.""~"..~'."'.' ..:A. ....'I.-~'t,c...~........../.'.
;j~ ,'~~::::::::~::::::::~::.:~~~::::-::~:)\ \ \ ...._"1 "'\ >:1.. ", '\"\1, '4P"~' ~~ ~ I ... :z:fI:
. .....................,:r-.{ll.\ ~\ ~,,-JiL '\ . .... . \,1 ..
~;.. . .n.::'>'.......:::, , ',,,~ ;' M'~' ,,:-:-..:,:.::~.:~.::-:::.~._. .. . '~':'::~:':i''t :.'.,' .:. ..,~~. -."I""......J <. ) f:?". :1GL~ 5>>x3"
, '.;....,~':..'::,:._.. ....~....."... k~~,:~, .~ l~-..::'.. r.. . ) '.-::. r..'.:..:.:......i.:.:..;...::...:,:.:',..:::.,:.:-'-::.~.,.. '....., , ;-;,'....,"'.... , .
. r" y ,j. . \r . ":.~' "IT .':>> ~. ''':'.:!:.',';:'::..... . ~..::.w:,~ ... ... . "''(,> ....... :~-:;Ut( """'1 ' .,..v",'~'( ,'",".,.;-..-' i
'\.3V N250 :.::.:.:.':.':.'.::.:,:.' /' '<:uFf '.t... .<::;...__,......,........:............" l l3. "" ~~~ ......:~ ':1::::::" ':"~." '.< ,.:::::.:.:~..::.:.:.:.:.. :,:,:,:,:,:,:-:,:,:,:,..::,::,.;-; I/)'\ i?V. e~,,< :' ::';::-:';':-:':'::lli:-:-l ~,':'.,:f<QV':~~;
. ,..,,'''' , " I .......... ...... : ...................:...i I(n;~: i!,d) ,i' .::::::,~:...:....: ~ \.2.J
.:{.:;.< ~ / . {; u ~ u',(>u~,eu, /
(SP\ i i ~ ~B' ......................... '~.~~ ,,,' ~ ' , ~~ Ji)~
\V ~ /~t~ ~\ ;::~,~.:.,.....~.j:;,::..tpffff.'.:J>" .(~;.~:.. ".f:.-I uu..........u.u ,'u ~< ,u.. ".' .... ..::.iu;: ...,.. ,........ ..u..,,, f u, l.;:'
. ~~...1 T . .:' ~. . III " ..$(Ji1,;' ... ,,,, 'i.,...
.:~fUP\ '. ;rwP.............~.. 1:rPTV\, .~:>l~ )~IY1"':,> () ".,,(. j-w l ';~;" :'
;:~.W ~ j.l)~ (:.. ~' V\2;j PROPOSED }~'" ;~)~......,,~';.': I........... ?8C ",. ",.' ! liD,' ~"< :~:-fMC\
' . .~ ~" .::~':'^ OFFICE SLOG .. > iJJ; i.J;J' \.i "\ 'j ~) Ufiom , ;~";; ,;..\ 2 )
:;,.0i;\ :', ~ ~ 'X;'::~}.::.. AREA = 11,350 SF GR6~ . \ ~:; ". .<;:'/ / .'.r---......: 1... "" ~"'",," '/ "! '(/)/' ....... '.' :~
'\ 4'2 j ...... {":,,,:, ":::::: <~:~ FFE = 33.50 ~. .\ ~;':~ '1;/'/ ;' ( QV V "., " ;;':"""(~
25'''IN. "'DE BUFfER ~:::D ~. i r Ii ~'~ ~~ ) Q^;r. ':,' 'W '(".1 ,,0. f ~,7::..../, i'," · J ~. ~
1 'TREE) 35 FT ~QUiRED t.-... ',W.. ~;c> .;,,~f I . .";'i.""., '" , I'~. ,,--~O' MI
, 100% SHRUB ~ERAGE . f';'o ~~. ::::: ,,~',,~ ",' .....,-r.....~.../.;..:....;..s.:~..,..::~.~,..~..f.~ c \ ' w.',. vii:". i;" . I ~O:E
,~. .... ... t< ! , "r ,/ "~~s":p,L :"02. :'i!.;;:'t.~.:.~=] ,~.'.:_' .,+o'..'........ '. J,.'".,. 'PTV' ..tn~ ' '. (, L ~ rMC\ ".
~: ;r->:;;~i'j Jr. ( SP \ "'. ." o",f.~V.~ ~;~~, ~ W to () ~ . :~\:!:../
\.<1 ) " '. ," A~::.:::::.:. L'3,". j >;.~:...i;"."./~SB ...::,' 1 ~ 'v\' "'V"" . \ -........"........ ......1.. s"" }t }<..
~': :'~.. '.: '-""''::';';C1 SB \ . '" 'A' ."" 'GuY! ': ')""f. t ;.....~
'( r~:} I .~(. : .:'::: . If\ 40 j ..ii\! :/.,~'Y."..,~v" ~ ;~I,: .r---......QV J'"" "'''*:W': :,.',..: ..' .' c' >1 UV \
:~~6:- 7"'........ X 'j{,:L~f\.i /'J.t.. iL:/'A~,~L/1"'I,', {Q1V Y :~, , ,(VS\ ~:t:~~:;~Ij:- :~f~ ;~.i ~
\~ t,,-~ 0 C11 r'::': :::.: ( NO \ " '-..:.../ ~,<" \.~l-20.J.~'.?~:?:..-:~!;.::~:~~( ill:] c. ;,~..,.
,( , . . ,.... \ ?~ j, a i? ----"..--" ~ "'" .,.t'::'r~~J ?m "\" ,';::
.,' ;'y Or ..<:.':::..,} "~:;, ~ .' ~1.*11:hi': ' ...~
~ " :-::' pr.,'" . 'I 78" ~~"""':l~" ;7:1~ ;..; (MC \
~~Ir'. 0 ~/, "'\ <: '.:.~.::, ~ ~.' ':/:: ~~.' ":'. --.' ," ..~~ ~. (' 1/ .~' .:.1 '>; ,~ ~ 'i. ~ ~ \:!:../
, ^;.-.. '.><> .:,...:::. l ,.'''. .,., "-" ...... ,. t% . ....... ,..,
"", ' 'J'.,,,-- ,- . ...~...~.\...,.i..... ". .: .:',.'...:..:.. .. I" '.,. .......
. ,,' r-- ~ ~ I~l '.":
,,'. t;", .. ..... ...... ...... ~ ~~~. I;:~:_,\ .,
, '. '\.:,,," . ,(; -'-c'i :n,. <'i"" 0 if ./ :/:<. z; " . '. ) >I ,.', /,:.,,'" "'.c.
,.. ~ ." .', &IJI:b. .' -J...,.. l.....'" - ..'" .... .,. ., .' . .,"~. ..."".' /?' ..,.. ,.~' It..... '--. ~~~. ,;;:: f!;"f,~~;,,';'"
. Iu> 4d ~ ~ P ~)JIf_' 1..'~,~, '.' ""-,,,:" t. '>i.",^~ A )PG,,;..:"f -, ~;..... ~\ X ' ;"K:.~ . 6T'Ail(;H~WdODE:N
.... :~ if!!:, ," 'I;, ;<;; ,;; /,!V;.~!:';;~~ ~;;. ;.~ '>..';;', "t.~.;,~',: ..... !/"J'~ ~ !: ,~yr..,. '!t ;]I~~i1'.f8 ':;. '~/ . SCREEN FENCE
. " . . /... - .' ',i. "..: )/:.', %<,tS:' " /' ,'; . '.", . . . "" ~ T:'.. '",:,,,..;~ -.: .~.~. ..... .' 7" "''':',- t /~\()(z7J f',:.::;;) . ,5 f'~:-'!~ t':'8~~ /; ;:;;; '~;1~'. .; '<f:,;;; , .
..~.. .. HiG\ I' ........ ...... fU"\ !', ~.....~ "U .M'Y!\' L/iN\/'.0d\/ /.U ........
\:!:../ \V \:!:../ ~;':~:,:;r~.~)~"L,<<! W \V
.. ............. .,. .....................................l! 2, 6/MIN~WJDEBlJFFER' PROVlDEDUWUU .. ........., u. ",
1 'TREE / 35 FT REQUIRED
100% SHRUB COVERAGE
'>.
."~
:....;
\....~,,'
(t';
(U'; 20' DRIVEWA'fSIGHT
Vl~IBILlTYt'fRIANGtf' (TYP.) 1
~
\V
20' S~ET VISIBILITY
SIGHT 'TRIM
",,' ./
.._d"'"
GRAPHIC SCALE
20 0 10 20 40
~II I
( IN FEET )
1 inch = 20 ft.
GENERAL LANDSCAPE NOTES
1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum
plant growth.
2. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida
Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants",
7th Edition, 1998 as revised from time to time,
3, All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices.
4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conjunction with
note # 5.
5. The planting soil shalll be the approximate proportions as follows: 50% sand and 50% organic material consisting of
native peat, well-decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed
medium with adequalte aeration, drainage and water-holding capacity. It shall also be free of all extraneous debris,
such as roots, stones, weeds, etc.
6. All planting areas shall receive a 3" layer of recycled hardwood log mulch, which is to be watered-in after installation,
7. The plant material schedule is presented for the convenience of the Landscape Contractor, In the event of a discrepancy
between the plan and the plant key, the plan shall prevail.
~:;;;Vi\
"'../(...J"
,::.(:'!..,;(.:
ES OA:'-';" .:;'i'rt'
8. Plants shall meet size, container, and spacing specifications, Any material not meeting specifications shall be removed
and replaced at the contractor's expense.
D{'~"":'(.: "}LS :'~(r(
L,"~"/f'..i;!:);~'N
D!.->....h)":): .~:. ~:i''''~ ::. ~.,<.<.
.~ '; ~':~~:~:'
9. All tree and shrub locations are subject to change. All locations shall be approved by the City
prior to planting.
10. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies
in the documents olr the actual site conditions shall be reported to the City Project Manager
in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report
such condition, or for errors on the part of the Landscape Contractor at the time of bidding.
~~:~:~}
'-.",,,./
It'
n~?,;()fT.s (~"CDAf,~ : "
.:~t~'\',(; t~.s ,:'~A:. M :7?Ft
':~'r~~
11. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform
the work set forth in this plan set and the specifications,
12. Plant material shall be bid as specified unless .Jnavailable, at which time the Landscape Architect
will be notified by in writing of intended changes.
13. Any and all questions concerning the plan set and/or specifications shall be directed to the Landscape Architect
at (727) 793-9888
i){/-:;(; IT .:.~. .1'.l..~.:::.:~' !.:.......i'.{
.--',....,
(
\.~'<<w.j,fr
(.~~':..~..D n.:.~' (.Af..-fPh:O.:) h-:i' :',
14. There shall be no additions, deletions or substitutions without the written approval of the owner.
15. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final
acceptance by the owner.
:'){: i~.n, t.r'~:
C.'~E~~:}.~ '~' ;. ~~\U.?f:'~
/"'>'1-
"~.~.>:,.x::~
~}i \.~
n: :.)' ~J.:?'~'Z~'~~' ~~~~,::,),
16. All dimensions to be field-checked by the Land:;cape Contractor prior to landscape material installation. Discrepancies shall
be reported immediately to the owner.
17. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will
be rejected by the City Project Manager with p,-oper installation carried out by Landscape Contractor at no additional cost.
~ " ~ ;'ii':,'v!!'."': Wif,z"'.UJ r'.,'.":'."" '?'.",:
~~ \ ~ ,;' ,.".. "
18. All permits necessary are to be provided by thl: installing contractor unless otherwise specifically stated in the specifications.
" , ~~, :~ .
:i/ / ;r.:.>r..'
,19. No contractor identification signs shall be perm;tted on the project, except for the project information signs.
.:..~.y~? >.;.,
\./! 20, Existing sod shall be removed as necessary to llccomodate new plantings,
21. Any existing areas that are disturbed during the landscape installation shall be resodded to
match existing.
,..'
22. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris
generated during the installation of this project.
...._, ~,/
23. All areas disturbed within right of way shall be sodded.
PLANT LIST
TREE REMOVAL
IRRIGATION NOTES
8 LI - LAGERSTROEMIA INDICA - CREPE MYRTLE - 2" CAL MULTI-STEM (8' HT.)
11 QV - QUERCUS VIRGINIANA - LIVE OAK - 4" CAL (12' HT.)
4 MG - MAGNOLIA GRANDIFLORA - SOUTHERN MAGNOLIA - 21/2" CAL (10' HT.)
181 RI - RAPHIOLEPIS INDICA - INDIA HAWTHORN - 3 GAL
65 PTV - PITTOSPORUM TOBIRA - VARIGATED PITTSPORUM - 3 GAL (2' HT.)
12 SP - SABAL PALMETTO - CABBAGE PALM - (10'-12' C.T. HT.) STAGGERED
6 MC - MYRICA CERIFERA - WAX MYRTLE - 2" CAL (8' HT,)
196 VS - VIBURNUM SUSPENSUM - SANDANKWA VIBURNUM - 3 GAL (2' HT.)
2 TD - TAXODIUM DISTICHUM - BALD CYPRESS - 21/2" CAL (10' HT.)
40 SB - SPARTIN I BAKERI - CORDGRASS - 1 GAL
50 NO. NERIUM OLEANDER - OLEANDER u 3 GAL (2' HT.)
5 UP - ULMUS PARVIFOLlA - WEEPING ELM - 2 1/2" CAL (10' HI.)
\ \
LO'3
20" OAK
18" OAK
12" OAK
12" MAPLE
12" OAK
24" MAPLE
6" CEDAR
20" OAK
6" ELM
6" OAK
8" ELM
6" L1GUSTRUM
12" CAMPHOR
6" OAK
12" MAPLE
8" OAK
10" MAGNOLIA
4" OAK
18" CEDAR
26" PINE
6" CEDAR
6" OAK
258" TOTAL
1. A low volume irrigation system, that provides 1 00% coverage to all proposed
plantings, will be designed and installed by the Contractor.
2. The proposed Irrigation System must meet or exceed all applicable City code
requirements. (i.e., Back Flow Prevention, Automatic Rain Shutoff Device, etc...)
3. Irrigation shop drawings must be submitted and approved by the City prior to the
development order 12/15/2003.
4, Irrigation system must be inspected and accepted by City Project Manager
prior to installation of mulch. Irrigation must meet citie code section 3-1203.C
to provide 100% coverage, and include a rain sensor and timer.
5. Irrigation as-built drawings, which accurately and clearly identify all modifications
&/or substitutions, must be submitted prior to final inspection and acceptance,
6, The existing 5/8" water meter will be utilized for this Irrigation System.
7, The Landscape Contractor must coordinate the placement and power supply for the
irrigation control timer with the General Contractor.
8. The following irrigation system components will be utilized, per each manufacturers'
specifications.
Toro-Netafim TechLine Self Cleaning, Pressure-Compensating Emitter Line
HARDIE - Raindial 6 Station Outdoor Control Timer
Richdale - 214APR 1" Electric Valve
Amtec - 10" Round Valve Box.
FE RTILIZA TION
SHRUBS AND TREES
All trees and shrubs shall be fertilized with "Agriform" 20-15-5 planting
tablets at time of installation and prior to completion of pit
backfilling. Tablets shall be placed uniformly around the root mass at
a depth that is between the middle and bottom of the root mass.
APPLICATION RATE:
1 Gallon can:
3 Gallon can:
5 Gallon can:
7 Gallon can:
Trees:
Palms:
1 - 21 gram tablet
2 - 21 gram tablets
3 - 21 gram tablets
4 - 21 gram tablets
3 - 21 gram tablets
7 - 21 gram tablets
each 1/2" of caliper
GROUNDCOVER AREAS
All groundcover areas shall receive fertilization with "Ozmocote"
time release fertilizer as per manufacturer's specifications.
\J
z
z
U~
zC;:
v)uJ
uJ~
1:
~~
Uo
O~
\f)~
\f)<r:
<1:~
ut z
U ::; Ll'1,1')
~O'
<1: ~~
>- \J :J-<
~ ~ ~~
uJ ~,..J
uJ ~.....
1: z ~cl
- 1:..0
I \J [::2
c: ~ 3:f
uJ ;: ~@
~ U Q~
~
q
v
..J
o
-<
gg.n ~
oo!a-<
~ ~ ~;>-
~R:
t---r-.:
.....NW
t---t---~
W ..
Z d
~~$
1:..L.l.6
LD
m
Z ~ ~
o U E-t C\'::l
~Z~ ~~
UI--t~ QLD
~ ~ o~~
~~~o3C\1
~ c..J ~Z C\1 ~ 1:'-
rnO 1:'-
Z~~~rY~C\1
O 0......... E-t1-l-ol1:'-
<t:~o
UZ~~~~
~~~ ~Z
OUm ::CO
~ ::c
~~o ~~
I--t 0 ~
~ N ~
~
~
lfj
c.J
Z
I--t
~
~
I--t
~
~
~
U
I--t
~
~
o
~
~
~
<r:
~
~
<r:
~
~
U
~
o
~
~
I--t
U
z
j
~
~
~
<r:
U
rn
~
z
<r:
~
I--t
~
I--t
~
<r:
Q
z
o
F
<(
u
o
...J
~
U
li.J
.,
o
e:::
CL
w
~
<(
z
~
li.J
li.J
I
Vl
li.J
~
<(
z
~
U
li.J
.,
o
e:::
CL
N<t:<t:
~<t:<t:
>-
rn
cicici
1-1-1-
3:3:3:
-.J -.J -.J
uuu
l.J....l.J....l.J....
000
>->->-
1-1-1-
uuu
00:::0:::
I-WW
n...n...
w
:::l . .
(f)>>
(f)ww
-0:::0:::
I"'")
000
ocri,.,-}
NNO
~NN
...-
z
o
l-
n...
0:::
u
(f)
W
o
W
I-
<t:
o
"'-NI"'")
o
z
lrW>-Vl-OZVl
\~~
\j~
.' u __--........
~~. --~
"
z
a:<
0(0
li3~
~~
c<
'"J
z~
,,0 .
V1:..Jffi
lri<W
VJ~~
':'jo~
Zww
~Vl
VlO
Oow
:::Jmlr
~C3~
Vl
~w13
OIW
Z~lr
SHEET
9 OF 1 0
'c:;
:s
c
Cl
<':
J~
III ~
~ 0-
:z: <::
~ oi
1Il E!
~n
E
c
N
P")
o
"'It'
8
N
.n
o
.0
~
0-
.
'0
l"i
o
I
P")
N
I
N
I
P")
o
I
0>
N
N
/'
c:
o
~
~
8
/'
0-
'0
as
.u
u
~
FALM TREE FLANTING AND STAKING DETAIL
N,T.S.
SPREAD
FERTIL IZER TABLETS AS
SPECIFIED. PLACE UNIFOfi;iML Y
AROUND ROOT MASS
BETWEEN MIDDLe AND
BOTTOM OF ROOT MA5S
l4e IGI4T
MULCI4 3" FROM STEMS
3" MULCI4 LAYER
ROOTBAL
FREPA~D PLANTING SOIL
'~EXISTlNG UNDISTURBED eorL
3 TO 51 TIMES WIDTI4
OF ROOTBALL
51-1RUB .t GROUNDCOVER FLANTING DETAIL
N,T,S,
NOTES:
1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED.
2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS.
3. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK.
4. REMOVE ALL STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL
5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL,
6. TOP OF ROOTBALL TO BE SET 2" BELOW FINISH SURROUNDING FINISH GRADE.
14E IG14T
2"X2"x4' STAKE ~
\
=t
2"x2"x4' CROSS ~EMBER ~ 18 "jM. "'
'\ .-
~"""/
2-2.5"DRYWALL SCREWS ~ .
p
/2"X2"x4' CROSS ~E~BER
,
~
.
~T6ALL
P~ AND TIE ~OS
TRJNI< 5+4ALL BE STRAIGI4T AND
WITI40UT CURVES, FREE OF SCA~.
6U~AR1<5 AND BOOTS
~
~~
oc
<{
UJ
....J
IJ
51 LAYE~ OF BURLAF,
51 - 2"x4"xI6" WOODEN BATTeNS
CONNeCTED WITI4 2-3/4" STEEL BANDS.
~
1:
.....
~
2")(4" WOOD BRACE (3 EA. MIN.)
NAIL TO BATTENS" STAKES
'"
an
(3) 2 "><4"x36 " WOODEN STAKES
. .... ". 6" &oIL 5AUCER AROUND
MI~H:H~'I~E5 T~~ '~I~~:HH'H'H "':r' "
OF TI4E ROOT6ALL
"'"(::::: .;::<:.......::..~~;: r~. ',.', , '
FERTILIZER T ABLET5/~/.<,l> />//
AS SPECIFIED. PLACE ,>:<t5)::'
UNIFOFiNlL Y AROUND ""//< .F~'/ '. · /'>
...x>T MA66 BE1U.EEN . ..'1"""'
MIDDLE AND BOTTOM ~
OF ROOT MASS. ----- ....
5FREAD
MULCH 3" FROM TRUNK
~ULCH 3" DEPTH
TILLED AND LOOSENED
NATIVE SOIL BACKFILL
FERllUZER TABLETS
~ SPECIFIED. PLACE
UNIFOR~LY AROUND
ROOT MASS BETWEEN
~IDDLE AND BOTTO~
OF ROOT MASS,
......~ UNDISTURBED SOIL
. 2-2"x4" STAKE w/
LONG TAPER ~IN. 18"
INTO UNDISTURBED
SOIL
3 TO 5 TI~ES THE WIDTH
OF THE ROOTBALL
TREE PLANTING DETAIL
N.T.5.
~. . : '.....
.-- - TILLED AND LOOSENED ';t.
~/====:J NATIVE SOIL BACKFILL ~ ....
------- 2"x2"X4' STAKE
PALM PLANTING DETAIL
N.T.S.
5FREAD
2/3 OF T14E
DRIF LINE
~'
I- PI
'It
BARRICADE DETAIL
N.T.5.
2x2 VERTICAL
WOOD STAKES
1x4 HORIZONTAL CROSS
WOOD MEMBER OF
APPROVED SUBSTITUTE
:";~~::::L:~TINGeoIL
MINIMIZ!-: SETTL INGr
~
(j
o.."{'
&)
CJ'
O'
PLANT SPACING DETAIL (SECTION)
N.T.S.
~
i.~
.~~
..::_*~ili~1~~:~~~
IN5TALL TOP OF ROOT BALI..
3-4" ABOVE FINI5+4 GRAD
3" MULCI4 I..AYE~
(I' OVER ROOT BALL
ROOT BALL:
F1..~TI~ ~OLE e~ALL eE ...: .:::" :::':.
2' LA~eR Tl-lAN TI4E,/
ROOT BALL DIAMETeR - -~~',Y;. .,..
EXISTING UNDISTURBED eorL~l;lJc.',;d::C!
L';';LJ:',:'s.
FINE TREE FLANTING PET AIL
N,T,S,
GENERAL NOTES FOR PLANTING
1, DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.
2. SOAK IMMEDIA TEL Y WITH WATER FOLLOWING PLANTlNG.
3, MAINTAIN THE ORIGINAL GRADE OF THE 'TREE BASE.
PAINT ALL CUTS & SCRAPES OVER 1/2" DIAMETER WITH AN
APPROVED 'TREE PAINT,
5, SCARIFY BASE OF PLANT PIT TO A DEPTH OF s" MINIMUM.
4,
6. DO NOT BREAK ROOTBALL.
ALL Sl-lRUB5/GRQUNDCOVER
TO 6E TRIANGULAR SPACING.
seE PLANT LI5T FOR (OC.) SPACING.
\.J
Z
Z
. Z
U:s
Zc-
v)u
uJ~
1:
~~
UB
O~
V)~
V)<(
<(~
ut Z
u:S
~\.J
~z
cL
~
J:Z
~~
uJ~
~~
~
li
~
@;
gg If) . ,
00 1001') ~
0';0\;>-
:rlrri<
~O\N
J'I'-:::r::
N~!:::
r--r--W
W ~
Z ==
0"<
::r::~~
C-L.L..W
In l1'l
00\
~~
:J<
tflO
>-"-
<~
3:0
~Ii
~cl
c-~
w~
t::$
:J-
.....J;>-
~t
Q~
Ie" MIN. SETBACK FOR 514RUBS
. GROUNDCOVE~
BACK OF CURB/
BED LINE
LD
m
5 . ~ ~
1--1 U E-t 0
~z~ ~LD
UI--IO QLD
:::> - Z 0 o~ C\2
~~~ LD
~(J~~~~
U) 0 Z 1."-
z~~~ -C\2
o 0 ~ t:@3l.'-
U Z ::J o:l
~ ~U)~~
bub; ~~
~~o ~g:
1--1 0 E-t
~ C\2 ~
~
~
U)
TRLINI< 514ALL BE MAINTAINED
IN A VERTICAL FOSTION
11I2 GAUGE WIRE AND
PROTECTIVE RUBBER 140se
2"X2" WOODEN 5TA.KE
(J
z ~ U)
1--1 ~
~ ~
~ ~ 1--1
1--1 ~ ~
:::> ~ ~
~ ~ I:Ll
~ Q
~ ~
U ~ ~
1--1 U ~
~ ~
~ ~ U
0 0 U)
1--1 Q
~ ~ Z
1--1 ~ ~
~ 1--1 ~
~ U
z
~ 0
F
LJ <
:::::!E U LJ
< 0
Z .....J :::::!E
I- <
I- Z
U U
W W I-
J J W
0 0 w
a: a: I
a.. a.. Vl
N<(<(
~<(<(
>-
m
0:::0:::0:::
1-1-1-
3:3:3:
---l _L...J
uuu
u..u..u..
000
>->->-
1-1-1-
uuu
00:::0:::
I-WW
a.. a..
W
:::) . .
(fJ>>
(fJWW
-0:::0:::
I")
000
OcOrr)
NNO
"'-:NN
..-
z
o
I-
a..
0:::
u
(fJ
W
o
W
I-
<(
o
..-NI")
o
z
lrW>-Vl-OZVl
"
z
12<
<0
W12
,D??
.'~~ .
\\ .,~.t
,,0 '.
\ ln~ffi
~ <w'.
'------'::) Vl ~ Z
\". ~ , ~8~
\ N' /.... ~o
'. 0 o;w..
"" --', - ~ ~ ~
~'~ ~--.,~ ' >w!!1
.', '--.._ ""w"
\ '~ ~i!:~
!"! .
.C'
SHEET
10
OF
10